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HomeMy WebLinkAboutPP - 15240 SUNWOOD BLVD - SUNWOOD CONDOMINIUMS - PERMITS AND PLANS15240 SUNWOOD BLVD ASSOCIATED PERMITS NONE N Job No. Survey for JMddreu 6,4TE VALt/E (e6x1113) Legal Description: U)///JDi%147o� 67SL TO .BLt�x 4cL{EcL vALvE (rib) !CLL /JND TAP Boss ON Sys'. S}DE_ oc c ECK VALUE_ FOt= 1) - OF £11LL 1:31P pipE- TNPcAn 44 " A4 "7 L ((L 6.) 7)/ C Yk'i e, L tl.)'4 ,4r BAS- 4"6ALJ, STT F,L. of)rrEc-r c,v.1 13Z ofr�c. amck.d Prop.rfy r�,orn.rs Dat. lo''t L TO ELLG '/1' 8'X6,' 1✓Et�uEa (rL/.� _ I a''/&' -TEL (FL&) o ' •O CO/ T7 E_` f 1•7;_t_.-• 11111131111T 210,23111, AMOVIIISCL IMAM I. I Mail Inwasstawasme .Am..mi. /, ENGINEERING 8 �� • 1 j7 8'1 C.= • GATE VA L JE (FL.G.) (0.S. 4 y.) 8"Gs. C)-1& VALUE_ (FL&) b.S.N.S, Affcoit, 6,ir& vAt vE (Fai) L"/mN INbicATo/- po sr -575 LA GP P'7' F,C'orr( I�IAinl CIATES SURVEYING PLANNING 1950 112th Avenue Northeast • Bellevue, Washington 98004 i)a/vi•b' Dl eoweawkiiij n/ 5 28 0& -rp,r /./I2&' /T— I 1 c o 11.— ' I t• \ 0 . , NV --e itilhit i r 11111131111T 210,23111, AMOVIIISCL IMAM I. I Mail Inwasstawasme .Am..mi. /, ENGINEERING 8 �� • 1 j7 8'1 C.= • GATE VA L JE (FL.G.) (0.S. 4 y.) 8"Gs. C)-1& VALUE_ (FL&) b.S.N.S, Affcoit, 6,ir& vAt vE (Fai) L"/mN INbicATo/- po sr -575 LA GP P'7' F,C'orr( I�IAinl CIATES SURVEYING PLANNING 1950 112th Avenue Northeast • Bellevue, Washington 98004 i)a/vi•b' Dl eoweawkiiij n/ 5 28 0& -rp,r /./I2&' /T— k i CB # I9 TOP 8/6 13 /NV 21/ 45 Ik'l RETAINING WALL (TYPICALT BY OrMERS - ROCKERY OR RETAINING WALL (TYPICAL) BY OTHERS C,6#49 TOP 2#25 56 /NV P0502 fi 0 • i • • B#t7TYpErT -‘ roettecTa— - Nt3 5'87"w L)Z itVV t9.4 47 • \ \.._, RE 1 II POOL - 115Q0 MaerN Awn" 1 0 _4 .5'GAL E /95-- /9J— • • • • • D/ s • \ f33 12'F p4% ff r: ---196— — - } ky ` 5�VFel j: a,ads af, rxed hereto -s h t� � Tq 'meeting O► 1 3 ;-, �. '^474-i'i fl T 4 � ���S f, hre tri Cvi,-1 n , Adcht�s t : Bireacr of the C� a �S r th► r, revisions lo hose _ berna eaff :.� -- PAr°v e�rev t BURE'�ut�F ©�_T SRI; .Pll'4VJDE 9' /N D/4HETE/7 040441,,Wr „/ij-J1'/JLL ifG 2 / rt fz AND 1,407- f PP.PI ` l,11 sfl : fv f/X 1-l4fh'.4fP/d'G (TY"/6'. L }7'L 4.4LL.5) y - Y R� • .380 #1/N CLEA,'ANCL" v }71'0 } "fr-aw/ A0_24* v r R ce 419 ivfi /79/3 - /74 97 f a .-? a to • h Y FINISH 6,940E 88°257274W---„628 46' " { Si! 4176 LB°8 frier // (4e ) TX /5464 /NV 5 17548 /NV W /7/033 /NY N I7634 /NV £ /7754 5 C0AINECT TD C/TY OF T /*W/LA 57AiYDARD 5Rk'/.vKLE,e P17- (W1 ':r#'DET,4/G) C5 *10 544417d /7,4T TOP /8535 3..1" P./ /NY W i+8/ 3S - \ r fr2a.P SLAB SEE 5 //LO'iVG SPEP/ 'KL Eie SYSTEM oz-kN5 pa 61:24 4/E67/0.1/5 o 7;05_ 5-7 -. foUNOAr/Dy WALL (rrP) 4Z41 1;1 CL52 ' L 5 D:TARTE13 11 SE rorrattrt 'T Es' ;T 11t i,lergixed F restatic 3 14,.!----211 F: shin 4 4i" :-42111 Preicstatm 5 ta'ae Tro Test r� J ry = 5.' 8 V:. " 7 t it `W.0. i, A,q ) te - - re ~a. Si -. '� i' 7_ rt^? _ � `om ' - s. J Vii# t ny�Y A M1 F- Y' w -: ': ,� 1' -4 ; -' 5ee/yKIER �S� wel 1 JiLQ/4'6' '.4.° w; -,z. - /32NZEAM:71ET4/L -a /°.5' VERT /95 � a •tr.-=_,---'z a ` s W.4/ti?.4/N JO' .41/4/ COVER OVER ENT4PE SYSTE41 /90 CONNECT TO TEE SRO v/0E0 c//1ST OL/T. /i2E OF SP.P/A/kLE ' P/7- 451- a" o /T45' -6"O/ CL .52 I J f/JYlS.; GP.4DE r iL 4,3 d j a 8"©raS2i.476-e -3z- 551,0/ C152 ,- _ *WIN SHACKLE ROOS , -d"4"/ 22?'BENDS (AltIMIJ) ,„1N44c r/E AS /ND/ 4TED f/N/. 4' SUB (TIP) 0./ 35 lo'rG" CJ TEE-Mt/IAA!) P'f'OWOE come BLOGK/NC _ 414/4/TA/A/ ",41/N CLMk 4/vcE C/ 81/VOL4fdx/Pki) a‘-4:5# c, tYD ea/PO/ACM" CD4—`BLOCK/NS ASTESON laszok ENGINEERING W/e7" 11 -./977 STANDARDS :FOR SUBMITTAL ON LY """98° SUNW' ea- SPEMLE UKWOL/ii SERVOC /90 /85 /95 SEE 81.1/1D/NG SPR/A/KLER SYSTEM PC -44/S Fax MINIUNS /85 • • 5 It 5-0 44 14 F r, 1 r 4r s 1 F !tF IF— IL , 1,, — 't- o -k Cr- tSE 3 DECK. -4 EO_ 1 r i r Pq r ar 1 c4' 1fr t It - 4 ,q DEc!� sr iQ t#* 0— t -3- 1(. 3- 4 • \i 1� i Fu 5T F: 1 _ +- {{ ctfRKBr { FLoo( N4,. ,e ,. eLog. S'tr7ltt.g2� tr r 4 1,a * ! �A� t? , !+t F x+ --vyt _��{; 21-0 44 14 i L- X46 0 •14 If" 0-1 14 7 Ii + 1; r f1 +� s n�cK, 1 • 4� —Yr 11 n E CK • S raR. HANGERS F•r I 019- • 1- otcK /7— it .s, 1 f EGK4; { Sro r t1� Dgc. c_ Y F " F v, -SECoN D FLOOR .,A , Nm L. (Sim1 -' R) /g„_ tic.* SPRINKLER HEAD SYMBOLS SPRINKLER DESCRIPTIONS • APPROVALS & INSPECTION PHONE COP ES 14 CONTRACT WITH #3 - CEILING PLATE ROD &RING #4 - EYE ROD WOOD SCREW & RING # 7 - POWDER DRIVEN STUD, ROD & RING 11 - TRAPEZE 14 - 15 - UPRIGHT ON UNE —25 PENDENT ON LINE PENDENT ON DROP DRY PENDENT TYPE SYM TEMP ()TY so IL So E TOTAL Plc IF ADDRESS It 4, 3 4 WATER DEPT CITY ARCHITECT ADDRESS CITY ADDRESS Miommommommomummi PHONE CITY PHONE fin DETAITMECT EE MUM TO WITIIESS itILINIS TESTS: 3. Undarground Flushing 4. Overhead Hydrostatic / 5. Cry Valve Trip Test TUKWILA FIRE DEPARTMENT FIRE PREVENTION SYSTEMS, INC. 0)00 E,14 ______:„:::___;___: -171 1-1:4:.°11: , is su L. kl _ 7715:11 - oraWITI.gs atiti.ed hereto have bee„ AS NO re4tewed and accepted as rneettng, or exolep,,u OF 01 CB NO 27 £L� - t 4 j WARa_` f 8-3 11 s7 titc;e' 7- ) / tl I 8-4 I _ 114,(45 1 '' Ti /L!1) 1 f0 1�0 r- q 0 1 or I 5r -o R _I I4 DEcK• 0 2-10 7 0 10-10 � `, lo, 8'o oci #t L� �j�JQ� 1 V91 SP DEGK,41 Iii RiI 94: - A \\ 9S D• G�4 1}/1 '1 -L i _1 4 -ID s 4 ct g-� NJIr e 1� 11 1 -61 13� Z4' / ti 4" Nitiii.V„ --� T 3-d e ta I_ Lt. 7 L ,it„ 172_ It O G-10 1`f 14 L sl t4 4- 1i /r 1 01 5-t0 •1 to -f ittrz- FY) U RTN N�aoS1 S Cv1J rt h i Z }_z -0 - 1 1 C�',1c _ 41 1?) eel.. 10 C. sI 5Loc M A ktc_ JA'-' u 13c,D4 G 11 4 A 47— T— 11,f. BLOW CstMte.An) 8p: t -o HANGERS # 1 - U-HOOK`'`/3$"385_-TIS tAin.1vt3 (-)-)A5N612?. # 2 COACH SCREW, ROD & RING #3 - CEILING PLATE, ROD & RING #4 - EYE ROD, WOOD SCREW & RING # 5 EYE ROD, CONC FASTENER & RING # 6 - QUICK BOLT, ROD '& RING # 7 - POWDER DRIVEN STUD. ROD & RING # 8-- TOGGLE NUT, ROO & RING - REG G # -CLAMP. ROD & RING - * 10 - TOP BEAM C CLAMP. ROD & RIN&N # 11 - TRAPEZE - - -- r # 12 - SIDE BEAM BKT ROD & RING # 13 - SHORT CLIP` s # 14-2•tc,:s 4P- V:: 13 Zrt t 04 cu 8.14 Z, # 15 - {ra's 31..'i L IA 1.4 N *10 R• ,r! lg,,,336L�) IJf:3,-. 1-44Aseer!ts SPRINKLER HEAD SYMBOLS --0 UPRIGHT ON LINE ---25 PENDENT ON LINE ----♦PENDENT ON DROP UPRIGHT ON STUB -UP DRY PENDENT C7 SIDEWALL UPR. & PEND ON DROP TYPE - L '' i3cpc, G AN4E - "8" LDc, — Pv R PcE E., e # 3S 7 I-1 a 4 CS C3 b P E 1 C )i)] SPRINKLER DESCRIPTIONS SYM RGL1A$Le.moD•c" rGGESseD C1 w41E 'kCLraat mo it Irl "�, Lap ,tsrr7t tC O 132A SS 0 icy, VrKIN 15° J2PEND Sebes. &2nsS i --D !45' QTY 69 1 I1 TOTAL EkCN E (-14 APPROVALS & INSPECTIO I PHONE COPIES CONTRACT WITH WATER DEPT. ARCHITECT . ADDRESS ADDRESS CITY CITY PHONE PHONE - Washington Surveying & Rating Bureau PLAN REVIEWED AS NOTED - SEATTLE, WASH. z— cLo Alf comments, approvals and acceptances ;late exclusively to relative - effect of various conditions upon fire insurance rates They are not to be construed as bearing in any way upon the question of whether "due care" has been exercised with respect to possible liability for personal intury or damage to property. It is recognized that hazards which may result in losS still exist. FIRE PREVENTION SYSTEMS, INC. APPR VED AS NOTED_ The drawings affixed hereto have been reviewed and accepted as meeting or exceeding minimum requirementa of the City of Tukwila Fire D3pt., Bureau of Fire drawings after this date sholl not be construed as being, approved cr r- wod. BUREAU OF FIRE Pi;EVENTION r SCALE 1 1 4 11 Art 11 44.) F4 �c I-4 r4l 1� 14 ;4 ,,..4. - 1 �� oY8-1 =w L_ l 0 1! Trott Deo,- f- 0 114AILC? J 4 1 4 11 Q 10-(0► 04 LI kr ADS foto DECK. 41 IST ( 4, 11 - - 1f -- 4-10 1 f L f I 1 a 1% { I 3-4s 1 e �-T 1 4 t 0, 4N. dip S y 1- r -a -L .444 4 eey 11- Q� • 0 4%- 1 1 f4 -f4 LL 4. 11 44 a V t1444i13�L Q g rte" / 6 1l8 ` Tt' qt_fr_ 4I40 1al:= 11♦ t1) y4„ z(8t 111-0 i 11, 41- -1 „, c, '4-4 i1 izt•11 RC1 'o *14 —114 G-100 1 14 t -to 1 ►=-8 1, - t r 1 '. t. 1_,,., ,. v/..t. _ _1,4 j__14.1 'P-vi4 117,_ i :le �.P 2/ -0 31-514 1 —.... •–iii: ... .....- W 12 t1) rk �`� �`} t1--� a� !�' t !06 ) ; L F 1 - Ea1:1Et-i.--t-i-iii z-1 ‘,/,/ Ili- ( -8I Q' o f 113 311 7=c. • 14 SI .1 114i _ ' 4-4 5-10 1 41 52 tO ti • # 7 - POWDER DRIVEN STUD ROD & RING HANGERS sro k% ;1° -4 / ,1 13-0 1 414:—Th t 1,10 "4 g-2- E_ t3-'0 4 I i \\ ,SroK, 13-4 5.1,r` \, DE c -lc 4 1 1 41 D EC i RD FLOOR 11 # 12 - SIDE BEAM BKT ROD -84 RING #4 1145 343":?zeus ,S SPRINKLER HEAD SYMBOLS —0 UPRIGHT ON LINE 0. PENDENT ON LINE PENDENT ON DROP --kcD-- UPRIGHT ON STUB -UP DRY PENDENT SIDEWALL 441) UPR & PEND ON DROP TYPE SPRINKLER DESCRIPTIONS ficLiA13(.. /110e, UPA•44Tt PDX) SP/4 SYM TEMP. • it TO o 921. AS NOTED rev,ewed and accepted az ri,Jeting or exceedrog minimum of Ill drawings after th,z clay, tit4t constrbed as --d CITY OF Ttir.111 BUREAU OF AF?.E FIEVEalTJO: Washington Surveying & Rating Bureau PLAN RIVIZINED AS ['MI) SEATTLE, W.'Z'ei All comments, approvals and acceptances relate exclusively to relative effect of various conditions upon fire insurance rates They are not to be construed.as bearing in any way upon tle question of whether ' due care ' has been exercised with respect to possible liabili,y-for personal iroury or damage to property It Is recognized that hazards which may result in loss still exi t _ 3 0(4 FIRE PREVENTION SYSTEMS, INC. P ARK 1301.11,c VARD 17/81/23 DWG NO _ APPROVALS & INSPECTION PHONE COPIES CONTRACT WITH WATER DEPT ARCHITECT _ _ ADDRESS ADDRESS CITY CITY • PHONE PHONE 0(4 FIRE PREVENTION SYSTEMS, INC. P ARK 1301.11,c VARD 17/81/23 DWG NO 1 tr •r t t i t kr_til - P Fa- ,1.4 �i 8-4-02 -10 ,-o - 9-7 T ,,,► ; 4 n, w 3 I ;f '1 SI /0 -10 /0 -10 fie p 6 • r E 1 j ./� J ,~!#1 A1/ 1/ EcEJ Mwcf' !Room 0ECAC. Ij1 7F c I It 1 • 3 4- _,o L 1 '0 —1 4 7-0 1 14 _' i 1.4 OEcK. I TOA E1 �fe t. r r N As ra' o��S 4" Q rfrr - t 4, t'! -4 t • fC -!o 0 1 4-6 #t5 J 2 4 3-4 4r 114 i grp¢• Fir< ST" rLooi?• :,A1. 13 ., f3LD'. Cs►mlL Z) .A ti t II c rI 41 ci Lk/ 04 46. ,tat A -s ratt Zr 9-10 JO - 10-9 11 HANGERS ND SPRINKLER HEAD SYMBOLS /11 sre, or - It 1 it joel if tz 4 14 CO DE 4/120 oft. 5zie SPRINKLER DESCRIPTIONS - APPROVALS & INSPECTION - #4 • EYE ROD, WOOD SCREW & RING 7 - POWDER DRIVEN STUD. ROD & RING # 10 TOP BEAM C -CLAMP, ROD & RING ## 1145 2,27,:r5s: :1;-:ttrztt.?_34:41ss-ro. 1:::,;:t,t//6.• 47 - UPRIGHT ON LINE PENDENT ON LINE PENDENT ON DIROP - UPRIGHT ON STUB -UP - DRY PENDENT - - UPR & PEND. ON DROP TYPE Li SYM TEMP Itz TOTAL i'tg2- PHONE S75-- 44a4 COPIES CONTRACT WITH ADDRESS // 03 FeklEViti 3 WATER DEPT - ARCHITECT ADDRESS CITY - PHONE ADDRESS CITY PHONE - FIRE PREVENTION SYSTEMS INC. APPR VIED AS NOTED The drawings affixed hereto have been reviewed and accepted as meeting_ or exceeding minimum requirements of the City of Tukwila Fire Dept., Bureau of Fire Prevention. Additions or revisions to these drawings after this date shall not be construed as being approved or re - ved. CITY OF TUKWILA BUREAU OF FIRE PREVENTION Washington Surveying & Rating Bureau PLAN RZVIZIVED AS NOM All comments, approvals and acceptances relate. exclusively to relative effect of various conditions upon fire insu,ance rates. They are not to be construed as bearing in any way upon the question of whether "due _ care" has been exercised with respoct to possible liebilily for personal iniury or damage to property It is recognized tnat hazards which may result in loss still exist NO DFlAwN qi rE SCA LE „ -- WAaD C L -/6 0 4j C tit.14!„ vt t 7-6 1-404 Z 3.1 - (2" flef4 � J 11-104 \X s -!0 /4-0 {f 7-4 ) z -s -2 -Z 5-z DECK. `. K6K K • 1-' 4.6 7 -4 7-3 i uoRRD. (� DRAtu .. '7 1 4 •I a L D•G1 s'13*" —f -- - & 1 Q r3 t) FIR 5r e, Ci OLD Strn►L.rt) Co -OR Co DE 13'-c • — t?c;© /# 1 1-4 Rt.‘ U Z Cz o EAc 14) F 3't -44,14 .16 r4" T� Z C t) La1tiR�+ 1i I� c r- i a nJ 'i9 • /tp''_ 1 ,3-4 E -I 11-- ) 4' z" 12 -o 'V 1-2 ,k+ f 3-__ 0- /» EC►+. T S —r—ff. 4Jzo o2 !1 G J \ - _1 1 N S (1_47-2) %3 c "A •. I 10-4 �,?• v 4ij 7- s3 APPROVE The drawings affixed hereto have been reviewed and accepted as meeting or exceeding minimum requirements of the City of Tukwila Fire Dept., Bureau of Fire Prevention. Additions or revisions to these drawings after this date shall not be construed as being approved or reviewed. /9 -4 - CITY OF TUK A BUREAU OF FIRE PREVENTION 7-4 i ra DGLis. 4' rd 2. / ^Gct< OND FLoO2 g.t /Los /1 ND 5 Z1L (Sim it_ (IR) Coe:. R. Cata/i ,r te} a (3 t.. t4 [L/AlCS # =)1 ,TNRL' CS Cz or Eac,tl�j '.B" 64D4.-- W H r'rE HANGERS SPRINKLER HEAD SYMBOLS SPRINKLER DESCRIPTIONS 1 - U HOOK 0"/ 3s -K-3 Boc-1-5 u f NJ7$ wxis oens, # 2 - COACH SCREW, ROD & RING 3 - CEILING PLATE, ROD & RING # 4 - EYE ROD, WOOD SCREW & RING # 5 - EYE ROD, CONC FASTENER & RING # 6 - QUICK BOLT, ROD & RING # 7 - POWDER DRIVEN STUD ROD r§ RING # 8 - TOGGLE NUT, ROD & RING # 9 - REG C -CLAMP, ROD & RING # 10 - TOP BEAM C -CLAMP, ROD & RING # 11 - TRAPEZE # 12 - SIDE BEAM BKT„ ROD & RING # 13 - SHORT CLIP 1. # 14 - 2tig X51 1-' 2J 3 > ' x Z4 1 445.01 Er, s.. S # 15 ,13„ et. CA4S T 11 4 N6R1 co/ 7$10'3 Boc7S/NO71 j WASf46e'` UPRIGHT ON LINE PENDENT ON LINE • PENDENT ON DROP --Lo}-- UPRIGHT ON STUB -UP DNY PENDENT ci SIDEWALL TYPE SYM TEMP r?GLfr3cE" /Y1WD.•C, 12Ecc SS6 C/inow, e ( A B t- e " /71 OQ "c .' UI/ l4MT, eCN 0 '3l?, SS 'VI hCi+JCy .. 458' On," PC -kit) SPK2 r3(ZATS. 165° /LS° IIS° TY/"EAC,i4 C -DCS 3� APPROVALS & INSPECTION 1 L)SRlrr Clan »-t t) 2 To tew t t_ A F', O (I-1060 3 PHONE COPIES 8 Z- 1792 575-4404 WATER DEPT CONTRACT WITH f'/IGI F iG j oc»NHoi1SE. BLitLDEr2S . ADDRESS //a9 /,c) W, , CITY f3E.L v/ua ) W 5lrrtii�, '4+�1 PHONE oFFL.155_ / 7 Z 4frises%z4(0-6 g-1 cx ARCHITECT FIRE PREVENTION - SYSTEMS, INC. 4 UPR. & PEND ON DROP TOTAL ADDRESS CITY PHONE ADDRESS CITY PHONE . . r'c,r� ,JFP/I` 4-113 . u 7- o /19 /4 T I C r,1 pF}rs?IG PLACE Co 1.i DOMrN1UWI 5 0 P$l r-4, ed dLE VAra ro Lt.) L A tA) i4 SR HDS ?HIS SHT 71- z^r57 i2�—A-/ire . ] / ZS rr- f i'rt 57 JOB NO 1 DWG NO DRAWN DATE /1?,Gf. 1--3-ga' go -14 1 1 SCALEj. 13.4 ►a .t _ k e t I .•• .?'s`'ft JsJ- f ,.yc4.Sq' s' U•,Ltr 0-"1"44%(.1=,:W. :te-bu b 1 14, irl is • CM - —•-r, APPROVED AS NOTED The drawings affixed d agtmeet nghave eor reviewed and accep of the exceeding minimum requirements of the City of Tukwila Fire Dept., Prevention. Additions or revisions to these drawings after this hall notewebe construed as being approved s CITY OF TUKWI-- BUREAU OF FIRE PREVENTION # /4 NGS&may P} Ft- QO R f►i3'J -AN© rtl3+t 31Df4 - Csfs.t tGht.. et -D.4 - e> a) - HANGERS E - # 1 - U -HOOK `4/384.3 Lao,-rs 40f.."'rsca41l1Ri. # 2 - COACH SCREW, ROD & RING # 3 = CEILING PLATE, ROD & RING - # 4 - EYE ROD, WOOD SCREW & RING - # 5 - EYE ROD, CONC FASTENER & RING # 6 - QUICK BOLT, ROD & RING ,# 7 - POWDER DRIVEN STUD, ROD & RING - # $ - TOGGLE NUT, ROD & RING # 9 - REG C -CLAMP. ROD & RING # 10 - TOP BEAM C -CLAMP. ROD & RING # 11 - TRAPEZE - # 12 -- SIDE BEAM BKT . ROD & RING - # 13 - SHORT CLIP - , - - - # 14-z.&Gzy 4"7"..5 `38,c�z4 Leis o48.L.`5 _# 15—2r4G'S 3gxz4 t�4._4 -# 4 N4gS-14f 38A-3 8oJ.7s;oars' rayASHE2S. SPRINKLER HEAD SYMBOLS , UPRIGHT ON LINE PENDENT ON LINE --�--=- PENDENT ON DROP --(0:,UPRIGHT ON STUB -UP - 0 DRY PENDENT V SIDEWALL SPRINKLER DESCRIPTIONS TYPE - 1RELfil 8t_C- enoz,•%" t` e-ccSSCo _ CNZome REt-tA B LE fl7 `Ct "UpR+4rtr PEs.*- 8P 4 SS. 4S• _D 2 y PEI, I r riQ _ - aRATS '*V1151 A UPR & PEND: ON DROP- i SYM TEMP OTY.Bc—e4 G N B LD4j •- 105 a } APPROVALS & INSPECTION 1 W Sf 3 Ct-bm°r") 2TU1<t4►tA FJ 4J. (NoEt. 3 4 PHONE G9Z-1?92. s7s-��till COPIES WATER DEPT, TO TAL 123 ADDRESS CITY - PHONE - CONTRACT WITH 0; CI rJ c To'tvNoU3SE tErtS ADDRESS it 03 to Silt 0.C% CITY -le ECCEVtiF WASH/A/470A/ PHONEaFp/4SS—Siz-4Pa8f Z44-44 fa ARCHITECT ADDRESS CITY - FIRE z = _ r PREVENTION =_ SYSTEMS, INC. -. PHONE - �• G9 . Pe ,Z F/ * # /3-, 4u e341Artc SPRWKLER $ isrem PARK PLACE Co&I DEa/n/14/4'PLY- rf5240' -- PARA< EtaaLEWARD TUt<wtLA u14.510//44rod 6.10 Pr, - /30Ft.DJis10) HDS T# -HS SHT :4:1Z3/11)2.7 • JOB NO 8G• ,0143 _ DWG NO DRAWN! -- DATE - SCALE 5-5 -8o- t - 1 4, 1t 0 444. 0f 4- 4-0 4-0 1 to -►a i1-• Z1. y 1 41# / �t 4V • I1_t,5 /0 - 15-a A 1 1 10-x0 - DECK . 1,SrclL q _t of ;, t+ r g-2 1 Ab 4'V .eC 2 i 1' 112.- -'-k 1)-_,%- / , to 4 a © t "ilp 11 44 1 • tit 4415 19A0 tit fig) 4 +3-0 d z i.) 62 I- # �1+ 40(9 _ L 4 - �Y rl 2 1 to -0 - -_too • • /4-10 4.11D // DECK,1 SDP S To R /- F.P. HANGERS - F 6 --T N (ec:0 F) F L c U - ..A.. /114 res ND Ln * A " t3 OC"8" 8404 Cs n't.a') 84*_ SPRINKLER HEAD SYMBOLS `r -1 Cot,r42 C0DC •$ 81-A4— PJRPLE EI1sTUJ 4 45 C -a. arctic -0)3 - SPRINKLER DESCRIPTIONS APPROVALS & INSPECTION PHONE COPIES - CONTRACT WITH # 3 - CEILING PLATE ROD & RING # 7 POWDER DRIVEN STUD ROD & RING - PENDENT ON LINE _ PENDENT ON DROP UPR & PEND ON DROP TYPE 0 TEMP 9TY CAC,4 13 4-74 It TOTAL 3 4 WATER DEPT ADDRESS foc4crptc. -row0.04c0SC Butt- OE/ZS CITY erce-v&J As 14,46 rd A.4 ARCHITECT _ CITY - PHONE - ADDRESS CITY - PHONE - FIRE PREVENTION SYSTEMS, INg A,PTROVED The drawings affixed hereto have been reViewed and accepted as meeting or exceeding minimum requirements of the City of Tukwila Fire Dept , Bureau of Fire Prevention. Additions or revisions to these drawirtgs after this date shall not be construed as being approved lewed. -.61T-Y- OF TUOILA BUREAU OF FIRVPREVENTION DS THIS SHT jrn JOI3 NO DWG NO DRA DATE SCALE 7 c / -•- t \& i. It O • •14 N 0 I1 t C 4 i w W AAL,. 1 oP O N �‘"`4. �{ I a 45 e /', 1-. O� c I1 0�-- c.. Pn S S L l F P. I. O 4') a • F Ptcre, so -it VP , _L_ • i _4 - 14 1 {r L r 1F, I�. I; It 11 I 1)E.c.K • P. 9' s -31 t—, l '1 r4 A kJ`I+ Id. \>ti" 44 i¢ 4G r 1r e. 4 e 14 1 I a� ill0. (4 ;# c, 114 T , • { � II ® l / 1� 1 et 4. /1 0 'Cr._ I 1 f f 4 e' __T2FcK 11' f• f t 3 11 1I c 7&t4 i` (1 I, T o t e ' 4 1 4 Ii Srn R. sp 11 pQ. - 44 F P. -- I irk D Eck. THIRD FLO O R F,F DEc,K 1' r ft_ AND "13" j?LDC, (sim rt.Aft) ger = Ito d, DECK I s Tog e, S NV'? k. SBO have been S tiO ha r p� Preto 0 5 aiitXed has cneeie o the -the drawan d accent rda�`ren,�ents eau of Frre re M of g kcOl re Dept , Bane tot Fere ce e to r1a ns re te ha no C\reaent�on Paters thrs rda ed or r11 noel. se P 5 a appy araw�ng as bung --: construed 0 'NI 11..P. ENT�ON ko.. ,t3 ov SIRE Pge BV REAv #.1 ED CGKTACTED DEPART ERT TG SE EIRE Tki,, f G110�1"'YD TESTS TO VITIIESS Y�unfl Vls'a31 ►ns gut►un ititvati T R:�fl9�sE W 3castattt 2 D'ier 9e 3 fi'asto% 3 l�p� fP1�Idi"3.tz'.�c 4 Wendt Test l 1 5. C'iy Vale Ts�p ��������E TIVOillti VIRE N« HANGERS # 1 - U -HOOK # 2 - COACH SCREW ROD & RING # 3 - CEILING PLATE ROD & RING # 4 - EYE ROD WOOD SCREW & RING # 5 - EYE ROD CONC FASTENER & RING # 6 - QUICK BOLT ROD & RING # 7 - POWDER DRIVEN STUD ROD & RING # 8 - TOGGLE NUT, ROD & RING # 9 - REG C -CLAMP. ROD & RING # 10 - TOP BEAM C -CLAMP ROD & RING # 11 - TRAPEZE # 12 - SIDE BEAM SKI, ROD & RING # 13 - SHORT CLIP # 14 - # 15 = SPRINKLER HEAD SYMBOLS —0 UPRIGHT ON LINE --- PENDENT ON LINE - —4— PENDENT ON DROP UPRIGHT ON STUB -UP DRY PENDENT SIDEWALL UPR & PEND ON DROP SPRINKLER DESCRIPTIONS TYPE RcC4,1 S LG' 011oD e'4" ecc css CD eH2oME ECIA 8 L " r»cD G .tupor4$rl Fern; $2ASS. 'VI Kt ', 45• PE►JD SP/Cr2 D,?ASS SYM s O TEMP 4 QTY 16aa3 ' E+ /GS .f;1 JC s TOTAL APPROVALS & INSPECTION 1 W SRf3 (1..1rrt►rEA) 2 ruKLou. F,D. (Noel) 3 PHONE COPIES 444 CONTRACT WITH PAct F►c. To�NNotSE Bo rtZ>E4S ADDRESS /I o f to 4314 eJ. E'•, 4 WATER DEPT CITY - F3ELLEV1.1 ASH/I4 To", PHONEaFj-Ass-172 plate jz4 c-44 /0 ARCHITECT ADDRESS ADDRESS CITY PHONE CITY PHONE FIRE PREVENTION SYSTEMS, INC. DATE t r z !� x.. WARP 7 R4• 0 Ti I4 • _ Sre R ...K. brt! 04 \a f NA, QeviM t HANGERS P 410. Co le SPRINKLER HEAD SYMBOLS SPRINKLER DESCRIPTIONS APPROVALS & INSPECTION PHONE COPIES CONTRACT WITH # 1 - U -HOOK # 2 - COACH SCREW, ROD & RING # 3 - CEILING PLATE ROO & RING # 4 t EYE ROD, WOOD SCREW & RING # 5 - EYE ROD CONC FASTENER & RING # 6 - QUICK BOLT, ROD & RING # 7 POWDER DRIVEN STUD ROD & RING # 8 z TOGGLE NUT, ROD & RING # 9 x REG C CLAMP ROD & RING # 10 - TOP BEAM C -CLAMP, ROD & RING # 11 - TRAPEZE # 12 - SIDE BEAM BKT ROD & RING # 13 - SHORT CLIP # 14 - # 15 .. 55, 55-.1 55, 5. m« a.. 5 .. .31 a. ..: 5£54r £ kxi....f UPRIGHT ON LINE O PENDENT ON LINE • PENDENT ON DROP -~--�o)—�-- UPRIGHT ON STUB -UP DRY PENDENT Ci. SIDEWALL Q UPR & PEND ON DROP TYPE RC- I-1 A e t e1, mo©"G" RGGeSS eo CNRo.ME OGLIA&C.c" "4 op" 11opR14N,S fCu4D B'RR SS ,Ku44' .fS' -D2y pa=,.D SPK. RS. gent SYM • 0 TEMP GTY • 1,a TOTAL fry +rco) G$ Z. -t7 9 L 2roKt.)tG A F.D, (Noo' 4 WATER DEPT PRCIFIC 7-0WNNcU.SE $U,. ADDRESS //o9 /e $t1' Al, . CITY $EtLckia.1¢•,vvel-SN•A16 r4 Ai PHONEfr-Ff4fg-/7.6,?'oAt Z+C-64•a ARCHITECT ADDRESS CITY PHONE rirOMPONINVOIr ADDRESS CITY PHONE 4'* FIRE PREVENTION SYSTEMS, INC, ti tX? S tS0 % V8 tri ce¢ P` to kesei S aff►xed hereto draw►ng ted 8 and a6Ogose' Ca at ItilkOlai satsrco s� � ,y�14 - FIRE OEPARTgECtT TO BE CONTACTED TO WITNESS TR FOLLOWING TESTS: 1 E'ader:roartd Visual Inspection 2 Gaiergroul d Hydrostatic 3 E 'terercuad FTEs, pg 4 14171%1 If yrdras t;,ttc 5 Ery Valve ,Trip Tut FA .I FIRE_DEP/IRTMEHT . ecsyz. tJFPi #/3 LiT047A -rt C SPR «c/K 4e # ysrE M pAR < pt./Ice co to .4i14Iu rtS !t' AR+C /, oatc VARD W A T I./ crQ l! HOS THIS SI -4T NO 0 I ORAWN is SEC. 23 TWP., 23N RGE. 5E W.M. /J'EASE416NT N'/1l/ /a' &AYfL 4fX5 ROW r : 433' fr t' V °. ,ll • are) . t /VW 1 1/ BOYLARDS !0 5E 6"t D44 fi!rELE0 LOGS (cW 4EI' .') SET /N ZVvt ffTE 4e' AX 6WN ZIPIN NA.fI/ID WYE! MAIN AT &TTOM 1 CENTER LOG'S 1T1 � ENCASED /N "'MC SLEEVE (Of EQUAL) it''17/ 1XiW/,G HASPA5.7/1N BOLLARD DETAIL (NOT 1t7 KALE) 4 BENCH MARK : NE. FLANGE BOLI OF FIRE HYDRANT LOCATED Ar NW. CORNER OF S. /53R0ST. (62NDAVE. S. ELEVATION 170.75 DATUM:CITY OF TUKWILA SEWER D/STR/CT. 210 2rierso 6` ///'//::: "Mr D/q..► 7"IWOf AVE -NICE IAP -TYPE ak'/PITNG A//TH 645KET /YM'N ,IUQ�'H s417141 - (NG►l DEfa x4110) PIPE a'A TO MIITCH INTAKE NOTE- AL1 STEEL PART.) A140.f1/iffACE3 MUST BE GAIYANIIED AND AWAIT (TREA/MENT /) Q'ATED OR D177Zf -VVT /VEID MN S/DfS Of L 110 /NS/Of GORN/G4T/ONS Of METAL fTir (I1'P) SECT/ON END 2p0 TRASH RACY NULLNULL 11 (NYOTTO SCALE) 3"Tl'i. /LAN _-1 zto i' "AT 1061 EX.CLB - SA.e#40,6'RT TOP 200.53 (� exSEw INV.197.28 " S 1t �-7 4 51:1 06 N06�5'17" i 9.98 Act. 84* •' -x,11®,1111 ��� EM �Ry E ACESS� i5sEMENr + �� 16° Skt 3j /"HEMLOCK O __ r q ESS Q (NAGE AND IP*, /� UTILITY EASEMENT vim+ WATER mc:c� WATER METER 170 L'6 =MIN. F.F. /54.00 S CB#5'RT 7'55,6 \ 1MY175.778 4 INSTALL BOLLAR E.Q DETAIL WITH BREAKAWAY LO CKS @ STA .4/20 15"HEMLOCK ■ co St B Q FLANGE B"G • LVE _slams E HYDRANT ¢�A4lA(�'LEAR. EI�-�"�/tom 1 S,41+F E �CB#4 4 NOTE= ROOF GRAINS FROM LOT 4 TO BE CONNECTED LOC. AS 5H 11'� )NTD 6"P. VC: DISCHARGING T 5 5G' ON 5' ROAD DEDICATION -... I / " 160 EE 3.8 r AN NG RR, A' B7 TOHFILL/AROSLD S 14O P7 2 /N 3 WATER V I45.66N, - CB*? TYPE IT "W/OIL i ETE t WATER SEPA' ' ,TAILR fR. SESTRTA.IC ORRS IF- /CEP:- - DEH7 , 8'TOR LT.\ TOP .- DO (CTR OFGRATE) 18'IAN. /40.95 8"INV. !42.00 MIN:F.F.150.0. 5' 5' h_ W 1Y01°2/'4 420.00' STD. GALV Mil LADDER STEPS CHR/N-200#CAPACITY , SLAW WHEN GATE IS DOWN. WELD CHAIN TO M.N. FRAME WATERTIGHT CLEANOUT GATE WITH 8GA. SLIDE A. 3.' INTAKE 2-8 W_ W.S. 143.25.. C rj ,4SN 4 PER DETAIL i V. /4 .RAC 7. �� -- - --, - o, STA. /4 TOPI /NV OFFSET CATCH BASIN FRAME AND GRATE SO THAT RESTRIOTOR /POLLUTION DEVICE /S VISIBLE AT EDGE OF OPENING AND DIRECTLY OVER LADDER TOP ELEVATION /45.00 MODEL 0R-18 "RESTR/CTUR (CASCADECULV. INC. OR EQUIV. ) GRour (7YP. ) 2'M/N. INV. 14095 WELD 126A. 8OTTOM PLATE WITH 578"DIA. HOLE CUT /N PLATE - NOTE: ALL STEEL PARTS AND ' SURFACES MUST BE GALVANIZED AND ASPHALT (TREATMENT / ) COATED OR BETTER. - DETAIL - 08. NO. E 48" 0.5'M/N. OVERFLOW EL. 143.25 18„ IOW 0.5'MAX. 2'MIN. 2' MIN. TYPE IC- 48" 011 1 WATER SEPARATOR AND RESTRICTED ORIFICE (NO SCALE) 24"OUTFALL INV 140.00 •j 1 /30' 24"CONO.. P1P 6' 'ND AVE S. 15'WIDE EMERGENCY SPILLWAY LINE WITH 6"DEPTH OF QUARRY ROCK (4"MIN. MCI) EC. AUX 14'W/DE GRAVEL ACCESS ROAD NO STEEPER THAN 6:1 W/T// 20' LEVEL LANDING INSTALL BOLLARD AT TOP OF ROAD PER DETAIL 30'DRA/NAGE AND EMERGENCY ACCESS ESMT. 2' 2' 12' ROADWAY 6' 6' 5 IVES .-.. 11/ R J `JI GRAVEL SURFACING 3'HIGI1 BERM 47,\71) 1 r. . 1/ A N88°25'21"W 500' . Ex.sr Lr. NOl°21'40"E 105.00' ►mr 0 CB#1 TYPELf-48"WISOLID 1ID LDC. OVER EX. /8" CONC. PIPE TLP 14925 6.18"i/1V/44401 ?4"INV. X.18"INV./44.40*- ?4"INV. 140.65 18"INV. 140.65 EX:IB"CONa-` P/P• E@179'0 MATt`NI&P INSTALL STOP SIGN WAH w IA kaT4 tritS1 RP-14fk-- • /0' WATER EASEMENT 8"x45° BEND CONC. BLOCKING 48"MAPLE hz 11••44410 /01 WATER (ACCESS 1110F EASEMENT I SCALE: 1"= 30' M.H.#f 24"DOGWOOD t. GENERAL NOTESi. 1. ALL WORK"AND MATERIALS. SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA - SPECIFICiTIONS. 2. IT-SHALL1BE_THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET. USE AND ANY OTHER RELATED PERMITS -PRIOR TO ANY CONSTRUCTION IN COUNTY-RGHT-OF-WAY. 10' SAN. SEWER EASEMENT INTAKE / .145.13 4o'-/2"@ 2.o% ALIGN PIPE AS'RfOb TD INTERCEPT OffSITE DRAINAGE EX .WALK rr� CONTRACTOR TO RELOCATE BOLLARDS AT - - HEAD OF NEW TRAIL.ALL EXPOSED WOOD MUST BE PROTECTED. - EX. PON/ER VAULT EX. SAN. M.H. TOP 15222 INV. 14503- RELOCATE 4503- RELOCATE EX. BARK TRAIL AS SHOWN ANO JOIN TO EXISTING 30' ACCESS DRAINAGE AND UTILITY ESMr /6' ROADWAY 8' 8 2' 2 3 = 4" El°of P/ s11111 2"COMP`. DEPTH 01. "B"ASPHALT CONL'. T' 1 M/N. COMPT DEPTH CR. SURF TDP COURSE 2%Z "MIN. COMPT. DEPTH CR. SURF. BASE COURSE - ROAD SECTION "B" 1- tIOTE: GRAVEL BASE CLASS' "8" kL MAY 8E REQUIRED DEPENDING ON SOIL CONDITIONS - - ROAD SECT/ON "A" NOTES (/1 NOTE . ENGINEERING GEOLOGIST TO I -OBSERVE SLOPE IN FIELD AND APPROVE OR RECOMMEND PLATTE'? SLOPES OR RETAINAGE. ( STA. 0#9935T0 STA.4120 JUSE SECTION "A" STA .4120 TO STA 4#50, TRANSITION t FROM SECT/ON "A" TO 5eCTION 'B" STA. 4150 TCJ BOUNDARY, USE SECTION'S" TYPICAL THICKENED EDGE ROAD SECTIONS NO SCALE 3 45' cri 8"C. /. rAPP/NG SLEEVE WI TAPP/NG VALVE CONE. BLOCKING VARIES z VARIES- P0'P0m24 5' "'gyp If!/68l /B" CEMENT CONCRETE VERTICAL CURB toy =7 mmwatires 2.0% = a l THICKENED EDGE S'CEMENT CONCRETE SIDEWALK Ng GRAVEL BASE, CLASS "8" MAY BE REQUIRED PENDING SOIL CONDITIONS. ASPHALT 4 `WIDE TRAIL TO BE 4" COMPACTED THICKNESS Z OF COARSE BARK ON PREPARED SURFACE TREATED WITH A ec VEGETATION CONTROL SPRAY. 2"M/N. comet. DEPTH ,CLASS "B" ASPHALT L17NCRETE - _newt COMPT DEPTH CR SURFACING TOP COURSE COMPT DEPTH CR. SURFACING CASE COURSE TYPICAL ROAD SECTION NOT 1O SCALL' 6?ND AVE. S. ' 3.:- APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABL RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS SHOWN AND FOR DISCOVER OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN, SO AS TO AVOID D GE OR DISTURBANCE. 4. ALL 8", 12", 18" and 24" STORM SEWER PIPE SHALL BE NONREINFORCED, BELL ANDA SPIGOT, CONCRETE PIPE, CONFORMING TO ASTM C-14 (EXTRA STRENGTH CLASS II. (THE BELL END OF THE CONCRETE PIPE SHALL NOT BE INSTA LED INSIDE THE CATCH BASINS.) HELICAL CORRUGATED METAL PIPE (16IGA.), ALUMINUM OR GALVANIZED STEEL, UNLESS. OTHERWISE NOTED, MAY BE SUBSTITUTED FOR THE 8", 12" AND 18" STORM SEWER PIPE. ALL ROOF -DRAINS, YARD DRAINS, FOOTING DRAINS AND RETAINING WALL DRAINS SEALL`BE CONNECTED TO THE STORM DRAINAGE SYSTEM WITH 6" P.V.C. P PE CONFORMING TO ASTM D-3034 (SDR 35). CONSULT THE ARCHITECTURAL PLANS FOR SPECIFIC DRAINAGE CONTROL AROUND TEE BUILDING AREAS. ALL PIPE BEDDING SHALL BE APWA CLASS "Cu . ALL TRENCH B/'.C:i ==L j BE COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY_ AT OPT IM-,..; MOISTURE CONTENT. 5. ALL CATCH BASINS SHALL BE TYPE I -C OR TYPE I1 -C (F.PYZ -1977)THE CATCH BABIN GRATES . SHALL BE IN ACCORDANCE WITH "STANDARD PLAN 'NO. 49", APWA-1977. 6. -_-IT SHALLjBE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSUKE TEAT THE GRADES AND ELEVATIONS SHOWN IN THE PLANS ARE SET WITHIN # 0.05'. UNLESS .OTHERWISE NOTED, ELEVATIONS SHOWN IN PAVED AREAS ARE TOP OF. PAVING,`' 7. ALL DISTU'1RBED SURFACES SHALL BE SEEDED TO TOUGH, HARDY GRASS UNLESS OTHER LA • SCAPING/EROSION. CONTROL MEASURES ARE EMPLOYED. 8. ITSHALLF THE RESPONSIBILITY OF THE DEVELOPER TO ENSURE THAT ALL CONCRETE tETAINING WALLS AND/OR ROCKERIES ARE DESIGNED AND CONSTRUCTED IN ACCORLNCE WITH CITY OF TUKWILA REQUIREMENTS. 9 EPOSl0 /SEDIMENTATION CONTROL FACILITY SHALL BE CON STRRUCTED `rRIORTO ANY GFADING OR EXTENSIVE LAND CLEARING, IN ACCORDANQ= .;"'H THE APPROVEDTEMPORARYEROSION/SEDIMENTATION CONTROL - PLAN. 'I ``n_FACILITIES MUST_ BE SATISFACTORILY MAINTAINED UNTIL THE CONSTRUC1 CN AND LANDSCAPING IS _ COMPLETED AND THE POTENTIAL FOR ON- SITE r PGL 'v'HAS PASSED. 10. TEE S7,NI Y ._.f.VR PIPE SHALL BE P.V.C.,- CONFORMING TO ASTM D-3034, (SDR 35). r:LL. i P E BEDDING SHALL BE APWA CLASS "B". ALL TRENCH BACK - F_I L ?r� ._` r'- `: IAC =ED LO 95% OF ITS MAXIMUM DENSITY OF OPTIMUM _'!`:T AS DETERMINED .BY ASTM D-698, METHOD "D". COMPACTION - SFALL BE 1:CC•4PLIEHED BY WATER SETTLING OR MECHANICAL MEANS. COMPAC- -- '1 I' N SI'.ALS(< BE COMPLETED PRIOR TO ANY- TESTING OF MAINS. 11. ALL TESTING- AND CONNECTIONS TO EXISTING MANHOLES EL.AL L BE DCra. IN - THE PRESENCE . OF A REPRESENTATIVE OF THE LETA.B,TMENT OF PL'BL1C hORs.:5 / - UTILITIES,'CITY OF TUKWILA 12. A PRECONSRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUC ON, AND SHALL BE ATTENDED BY THE CONTRACTOR, REPRE-- SENTATIVE OF THE DEPARTMENT OF PUBLIC WORKS/UTILITIES-AND FIRE DEPARTMENT, CITY OF TUKWILA, AND ANY INTERESTED UTILITIES. A 13. THE 6" AN3--8" WATER MAIN SHALL BE CLASS 52 DUCTILE IRON -PIPE CONFORM- ING TO AS SPECIFICATION A 21.51-1971. THE PIPE SHALL BE 1/16" CEMENT LINED AND -SEALED IN ACCORDANCE WITH ASA SPECIFICATION A 21.4-1964. THE PIPE POINTS SHALL BE TYTON JOINT, MECHANICAL JOINT OR APPROVED EQUAL, IN\ACCORDANCE WITH ASA SPECIFICATION A 21.11-1964.- THE CAST - IRON PIPE=FITTINGS SHALL BE CLASS 250 AS PER ASA SPECIFICATION A 21.10- 1971. PIPE BEDDING SHALL BE COMPACTED TO 95% OF ITS MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. THE MAIN SHALL BE INSTALLED WITH A MINI- MUM COVER.OF 36". 14. -. THE 6" A+NI..8" GATE VALVE ASSEMBLIES SHALL INCLUDE - THE GATE VALVE, - - VALVE BOX AND VALVE MARKERS, ALL IN ACCORDANCE WITH CITY OF TUKWILA STANDARDS. 15. THE FIREJ1YDRANT ASSEMBLY SHALL INCLUDE. THE REQUIRED CAST IRON TEE, 6" -GATE VALVE(LOCATED3'-10' FROM THE HYDRANT STEM), 6" SPOOL, - 5" M.V.O. FIRE HYDRANT, VALVE BOX, 3/4 SHACKLE ROD ASSEMBLIES AND TWO. CONCRETE GUARD POSTS, -ALL IN ACCORDANCEWITH CITYOFTUKWILA STANDARDS. 16. CONCRETE FLOCKING, DESIGNED AND INSTALLED IN ACCORDANCE WITH APWA - AND CITY OF TUKWILA SPECIFICATIONS, SHALL BE INSTALLED AT ALL VERTICAL AND HORI2pNTAL BENDS AND FITTINGS. PRIOR TO BLOCKING, THE FITTINGS SHALL BE SECURELY WRAPPED WITH VISQUEEN. 17. THE SERVICE -MAINS AND METERS SHALL BE INSTALLED IN ACCORDANCE 'WITH CITY OF-TPKWILA STANDARDS. 18. ALL CONNECTIONS -TO EXISTING MAINS, TESTING AND DISINFECTION, SHALL BE PERFORMED UNDER THE.INSPECTION OF THE CITY OF TUKWILA. - 19. ALL EARTHWORK`SHALL CONFORM TO THE RECOMMENDATIONS STATED IN THE - SOILS REPORT PREPARED BY DAVID L. NELSON AND ASSOCIATES, INC. (PROJECT - NUMBER 4680).- THESE RECOMMENDATIONS ARE INCORPORATED HEREIN BY REFERENCE:._" _ APP 7) VED The drawings affixed hereto have been reviewed and accepted as meeting or exceedic.g minimum requirements of the City of Tukwila Fire Dept., Bureau of Fire Prevention. Additions or revisions to these drawings after this date shall not be construed as being approved or viewed. 3-30 CITY OF TU ILA BUREAU . OF FIRE PREVENTION - • RECEIVED CITY OF TUKWILA MAR 181981 BUILDING DEPT. MAR 181981 REVISIONS IQ REV/SED 3-16-8/ id 1 ila ° Z cc zz4 W WW _z z. (rr "--1 v W 0 cr co IcC Cn Date JAN. 28 1138/ Resigned 08.//. Drawn D.B.fL/. • • 0 • JOB NO. 78--006 ,1410 • 190 4 18.0 to L 80, VC. / 1• ENGINEERING/N6 GEOLOGIST -0 -035ERVE SLOPE IN FIELD _AND APPROVE. OR RECOMMEND fLATTER SLOPES: 0R RETA/N.AGE ozi 170 :co 03 trt Os) crl �o est TOP /4440 MRS 143.e5 15' MIN. 6"DEPTI/ OF QUARRY ROCK -(4"M/N. FACE ) 14390 -110 o 0 `, s. li .PYr AVIS. re. / DETAl1=fMfR6fNCYOYERFLOW 7OP OF 8ENCN EL: 144.40 EMERGENCY:OVERPLOW V. LINE TOP OF BERM WITH I €„DET# DFDIJARRY ROCK'. si .3r1.. �411M/N. 6 3726% iNDARY.: /9913 4 eoo TOP 199.. 14 INV.:196.2t f t / 180 WS. 14325 1A% A�llN 140 SECTION: A. -A FILL 24'-l8” SCALE: HOR12 /11=30,': VERT E"=5' SECTION/. 8-5 INTA E 2-8 /Ny14107 W/TRASH-HACK F/LL 16'--8" / ce % INLET #'2-A TOP/45D0 SCALE:1101W 1' 30',VERT-1",5' CBA 2: TYPEL(-4B" (SEE.-DETAI.L.) TOP 145.00 7,:.8".e . . 3•=fl 175 • / IC8#5. -- - TOP 178.70 /NV175.74 / / 170 170 •18"INV 140.9w - .8."1N.V-1.420? m 16' N Inti.:: m ao - • • 40'VO. :: Qa 150 EX.OKOUND OYER -PIPE 'may ` .. MA/NTA/N -Z5`MIN COVED :: DYER STIIRM: P/PE:... �,.. .. _ .:. v / / C8#4 TDP 16550 INV:161,86 ti Cr• 41 41 44 • a ti tst 7 • ti : SL:.=l FILL N 45* MITER' =244.00NC. PIPE @ 05 e.05%.\1. \ f-24"OUTFALL INV /40.00 CB#3 M.H. TOP /NV INV_ #3 1690± 18290 ON) - B880. (OUT) TDP 150.23 /NV 145.66 08#1 TYPED -48u TOP /43.25 EX.18"INV..1.44.40 24"/NV. /40.6'5 18'/NV. /4065 C8#2 TYPEl7 48" TOP145.00 /2"4/8"/NV .14095 8"/NV./4200 E ROAD EX. M.H. •44---;`_..NSTALL..:BLOL'gIY0...AT.:E..VERY' .0.TH.E FIP.EJp/N..r • . - AND 1OR- TO A MAXIMUM SPACING • OF 2OL:F AT THE JOINTS BETWEEN. M1/if! AND MH. #3 REVISIONS ® REVISED 3-/6.81 C3� Z- Z 4- z Qi a ▪ -o • ZCO _ WQ CC x coY 11 AE MI -1#1 AND : STORM DRAIN: PROFILE SCALE: NORI2 /"=30' r VERT 1// 5' 11 1/.4-2 TOP 16208 1NV 14733 (/N) /NY 14723:(OCT/ TOP 1570 /NV ./45.96(/N /NV 14586 (Oar) RECEIVED CITY . OF TUKINILA SANT rovy SEWER PROFILES SCALE: HORIZ. /"=301, VERT 1115' Mil#f TOP /5751 INV.14596(/N) INV..145 Walt/ mARis1981 BUILDING DEPT. Z 0 U Z (f) Q 0 030 -J Z co O a cj Q O ccs c W 2 a O 4 a c a 2 ✓ • . i 6:19.81 - fFr cs-r�. lei j • /� 19 S mommimpumiussomm JOB NO. 78-006 SEC 23 T23N R4 E W M. STA 213476 , 5'RT STA 313515'RT 8"x11%4"BEND CDNC BLOCKING I -8"x 45°BEND CDNC BLOCKING ROCKERY OR RETAIN/NG WALL BY OTHERS (TYP1CAl ) CB#8 TOP227/0 INV 22300 NOE°08'81"E 74504' STA 3123 > at fir 1-B"x6"TEE I-6"GATE VALVE I FIRE HYO ASSY -STA 31'23,17'5r CONO BLOCKING MN#7 STA 4100, 5'LT FI5'M/N. - LOCATE BUILDING AS SHOWN TO PROTECT 800FIR 111131 --N 8"0A R EX CB MN#4 \ �N 7088855 INV 880 0 1 / ' NOTE YARD DRAIN TO BE / 4 ASSOO SAND (GRAVEL i` \�CB-/0 OR EQUAL '/ti 0. • / BF 2270 FF 235'5 BF 2270 EMDVE EX ASPH: PAVEMENT YARD DRAIN 70882350 INV Eel 03 _ SAN WER`- STA 4189, 5'Rr I-B"x 45°BEND CONC BLOCKING EX 8"GVs M H#I TOP 8155 /NV 21085 f-8"x6"TEE 1-6"GATE VALVE _I -FIRE HYD A5SY CONC.. BLOCKING STA 8161 ,4'RT. 1.811x6" TEE h l-6"GATE VALVE ti I -FIRE HYDRANTASSY 0 STA CONCRETE BLOCKING 0 CONNECT 6• ,• EX 8"SS Ex CB TDP 21.986' INV 21e28 CB#I TYPEif-48A EX 8"GVS 0100 CONNECT TO EX 8" WATER AIL �•11111--11. .444 , �/ / 248 �• �.i'�,• i%'�' /''— m 6/S / 254 f _____--' ) STA 1120,5'8T / I - TEE — / / J I-6"GATE VALVE -F/REI/YDR4/NIASSY ZSO________/ STA 1120, /5'Rr/ CONC. BLOCKING ,,--<____.- � STA /108 , 5'RT , '� j —3'181/ f-8"TEE � � �� 1-8"GATE VALVE 24 �_- / 1-8"x 1/%4°BEND/ _— /� /� \ _ --GONG. B G / l-'' �% -!� //7-.--: �/ 230 �--_ INSTALL BOLLARDS PER DETAIL WITH BREAKAWAY LOCKS @STA 7135 ' EX SAN MH TOP 22073 1NV 20900 (IN) INV 208 90(OUT EX BLDG ,,/ FF ?30 0 CB#'3 440 •R EX SAN MH TOPI890± INV 18290(1N) /NV f8280(our Ct--W EX FM BENCH MARK- NE FLANGE BOLT OF FIRE HYDRANT LOCATED AT NW CORNER OF S /53RD ST AND 62ND AVE_ S ELEVATION /7075 DATUM EER DISTRICTF MH -05 - STA 71171 101RT STA 64/38,6'87: I- 8"x 45° BEND CONO BLOCKING 30' DRAINAGE AND EMERGENCY ACCESS ESMT f2'ROADWAY 6' 6 -Jig. III/ \_._. GRAVEL SURFACING P'LOMPT DEPTH CL 'B" ASPRALT LLNC. 1JL"MIN COMM' DEPTH CR SURF IDPCWPSt _ ?'z"MIN. (2MPT. DEPTN CR SURf. BASE 117URSE ROAD SECTION "8° NOTE SECTION B-8 TO 8E USED FROM STA 613.178 TO STA 6#58 TRANSITION FROM STA 6'38 TO STA 7115 ALL OTHER ROAD 717 BE INVERTED CROWN EXCEPT WHERE SHOWN OTHERWISE. TIRE ROAD SECT/ON N0 SCALE MOTE: GRAVEL BASE LYASS "B" MAY BE REQUIRED DEPENDING ON SOIL GOND/TIONS AS NOTED The drawings affixed:hereto have been revzev4ed and accepted as meeting or exceeding minimum requirements of the City of Tukwila Fire Deft, Bureau of Fire Prevention Additions or revisions to these drawings after this date shall not be construed as being approved or vie ed. 3- JD— /NOT )V X4LE) N ti MAR i o 1981 JOB NO. 78-006 50' VC. 50'VC. 221 0 c o.. 1•- c, / ... 4 5° f 210 men 14- 200 6#74.69 P. C • 200.66' ti C1 ti 70504VC. •206.03 CTi h mom._ .. O Ci CoWI C4 k54-1 ' Ri p•R, cW. TFM.H#4 TDP ?23.05 1N-11.217 2 (1/✓) INY V69P (our) Mi/#3 -E_ GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY CF T Z:i.WI LA SPECIFICATIONS. IT SHALL BE THE RESPONSIBI-LITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION IN COUNTY RIGHT-OF-WAY. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS SHOWN AND FOR DISCOVERY'OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN, SO AS TO AVOID DAMAGE OR DISTURBANCE. 2. ropeo/4o INV.' 195.25 (/N7 NV 195. /5 (our) 1 CONNEL'T r0 EX:8'' /NV. -/8412 .i • 7`--EK8" 5=0175 .4 ALL 8" AND 12" STORM SEWER PIPE SHALL BE NONREINFORCED, BELL AND SPIGOT, CONCRETE PIPE, CONFORMING TO ASTM C-14 (EXTRA STRENGTH) CLASS II.( (THE BELL END OF THE CONCRETE PIPE SHALL NOT BE INSTALLED INSIDE THE CATCH BASINS.) HELICAL CORRUGATED METAL PIPE (16 GAUGE), ALUMINUM OR GALVANIZED STEEL, UNLESS OTHERWISE NOTED, MAY BE SUBSTITUTED FOR THE 8" AND 12" STORM SEWER PIPE. ALL ROOF DRAINS, YARD DRAINS, FOOTING DRAINS AND RETAINING WALL - DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM WITH 6" P.V.C. PIPE CONFORMING TO ASTM D-3034 (SDR 35). CONSULT THE ARCHITECTURAL PLANS FOR SPECIFIC DPAINAGE CONTROL AROUND THE BUILDING AREAS. . ALL PIPE BEDDING SHALL BE APWA CLASS "C". ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 5. ALL CATCH BASINS SHALL BE TYPE I -C OR TYPE II -C (APWA-1977) . THE CATCH BASIN GRATES SHALL BE IN ACCORDANCE WITH "STANDARD PLAN NO. 49", APWA-1977. IT. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT THE GRADES AND ELEVATIONS SHOWN IN THE PLANS ARE SET WITHIN ± 0.05'. UNLESS OTHERWISE NOTED, ELEVATIONS SHOWN IN PAVED AREAS ARE TOP OF - PAVING. EX.MN TOP 1830t /NV_ 18290 (/N) ' INV.18280 (Jur) 240 roc 40'11 501v0. dna 43'± 230 cci ti 220 3°10.. - r czt 3:0°i° 1 t03.:z7. g XNr eee e. to ckiti N M ti • p /•• . .k / 4-1 tn erN 1- ec 7 ALL DISTURBED SURFACES SHALL BE SEEDED TO TOUGH, HARDY GRASS UNLESS OTHER LANDSCAPING/EROSION CONTROL MEASURES ARE EMPLOYED. 8. IT SHALL 13E THE RESPONSIBILITY OF THE DEVELOPER TO ENSURE THAT ALL CONCRETE 1ETAINING.WALLS AND/OR ROCKERIES ARE DESIGNED AND CONSTRUCTED IN ACCORi5ANCE WITH CITY OF TUKWILA REQUIREMENTS. - 9. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL BE CON- STRUCTED, PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING, IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN. -THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL THE CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON- SITE EROSION HAS PASSED. 10. THE SANITARY SEWER PIPE SHALL BE P.V.C., CONFORMING TO ASTM D-3034, (SDR 35). ALL PIPE BEDDING SHALL BE APWA CLASS "B". ALL TRENCH BACK- FILL SHALL BE COMPACTED TO 95% OF ITS MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D-698, METHOD "D". COMPACTION SHALL BE ACCOMPLISHED BY WATER SETTLING OR MECHANICAL MEANS. COMPAC- TION SHALL BE COMPLETED PRIOR TO ANY TESTING OF MAINS. - tct ti ti Crl d- 0"1 ti ° Qi Irt if 0 tn ti a7 t2" - 1 '4" MH#2 5L:= 0 067 TOP 226.50 INV 213.8501) NV 218..75 MUT) CONN& TO EX, -8" SB1/ER 1 /NV 2/4.00 TDP 230.10 /NV 7/9.:65 0N) INV 21955(011x) 1 M.H. #5 TOP -886:35 /NY 2/750 Mll, #4 EX. M. H. TDP fe3o5 INV ?17.02 (IN) 1/W216,92 (oar) ` 11. ALL TESTING AND CONNECTIONS TO EXISTING nANli%LES SHALL Bt. DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE DEPARTMENT OF PUBLIC WORKS/ UTILITIES, CITY OF TUKWILA. 12. A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION, AND SHALL BE ATTENDED BY THE CONTRACTOR, REPRE- SENTATIVES OF THE DEPARTMENT OF PUBLIC WORKS/UTILITIES AND FIRE DEPARTMENT, CITY OF TUKWILA, AND ANY INTERESTED UTILITIES. -13. THE 6" AND 8" WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE CONFORM- ING TO ASA SPECIFICATION A 21.51-1971. THE PIPE SHALL BE 1/16" CEMENT LINED AND'SEALED IN ACCORDANCE WITH ASA SPECIFICATION A 21.4-19E4. THE PIPE JOINTS SHALL BE TYTON JOINT, MECHANICAL JOINT OP APF=0'vED EQUAL, IN:ACCORDANCE WITH ASA SPECIFICATION A 21.11-1964. T?;E CAST IRON PIPE'_FITTINGS SHALL BE CLASS 250 AS PER ASA SPECIFICATION A 21.10- 1971. - PIPE BEDDING SHALL BE COMPACTED TO 95% OF ITS MAXIM1.7M DENSITY AT OPTIMUM MOISTURE CONTENT. THE MAIN SHALL BE INSTALLED WITH A MINI- MUM COVER OF 36". 14. THE 6" AND 8" GATE VALVE ASSEMBLIES SHALL INCLUDE THE GATE VALVE, VALVE BOX AND VALVE MARKERS, ALL IN ACCORDANCE WITH CITY OF TUKWILA STANDARDS TOP 22073 1NV209DD (1N) 1NV P08.90 (Dur) _ .20.0 OFILE I 15. THE FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE REQUIRED CAST IRON TEE, 6" GATE VALVE (LOCATED 3'-10' FROM THE HYDRANT STEM), 6" SPOOL, - 5" M.V.O. FIRE HYDRANT, VALVE BOX, 3/4 SHACKLE ROD ASSEMBLIES AND TWO CONCRETE GUARD_ POSTS, ALL IN ACCORDANCE WITH CITY_ OF TUKWILA STANDARDS. 416 CONCRETE BLOCKING, DESIGNED AND INSTALLED IN ACCORDANCE WITH APWA AND CITY OF TUKWILA SPECIFICATIONS, SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS AND FITTINGS. PRIOR TO BLOCKING, THE FITTINGS SHALL BE SECURELY WRAPPED WITH VISQUEEN. 17. THE SERVICE MAINS AND METERS SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF TUKWILA STANDARDS. 1 =18. ALL CONNECTIONS TO EXISTING MAINS, TESTING AND`DISINFECTION, SHALL BE PERFORMED UNDER THE INSPECTION OF THE CITY OF TUKWILA. i - - - .19. ALL EARTHWORK SHALL CONFORM TO THE RECOMMENDATIONS STATED IN THE SOILS REPORT PREPARED BY DAVID L. NELSON AND ASSOCIATES, INC. (PROJECT NUMBER 4680). THESE RECOMMENDATIONS ARE INCORPORATED HEREIN BY REFERENCES - -- _- - CALE :1/087? /"=, 0, VERT 1'L-- 5' 1 I -RECEIVED-- ITY.OF TUKWILA`4 0 .. O W cc io Z ZZ. Q ...1 N (0 0 N V • >- CO > Q CC n co tn. CC 045 N zw Z W -v MAR 1 8 198 BUILDING DEPT.. J 0 SANITARY SEWER ROAD, STORM DRAIN 0 0 z 0 z_ z cnw JAN. eq 11981 0 a 0 crl 0 c c OI ; 0 a 3 -- V 2 ti 46411 j ir ti