Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit 3078 - Armada Southcenter Associates - The Annex - Grading
Job Address 331 Tukwila Parkway Type Tenant /Owner The Annex Date of Issuance - ,6)'35- Description of Work Grading 500 cy Setback Leal Description fig] Attached W,250 0/0 Property Owner Armada Southcenter Associates - 1st Fl. Address 2001 6th Ave. #3202 Seattle, WA Phone 447 -1940 Engineer /Architect Lance Mueller Address 130 Lakeside Seattle, WA Phone 326 -2553 Contractor TL Simpson Construction Co., Inc. Address 603 Strander Blvd. Tukwila, WA 98188 Phone 575 -•4464 Authorized Agent TL Simpson License No. TLSIMC #225DA Value of Work - -- Fire Protection CZ7 Sprinklers L7 Detectors Use Zone C -M Type of Construction - App-l-.--Ac-c-epY Issued By: INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Date Rec. 0 - 1st Fl. Rebar 2nd Fl. Footing Bldg. 102.00 4 -26 Fdtn. Slab Demo. Frame Bond Wall Bd. Total Tot. Tot. Total I it Dept. Approvals Req'd Insp. Date Planning 'Div. Health Dept. Public Works Dept. Plumbing Electrical Cert. of Occuan pcy Size of Unit or Building Uses Sq.Ft. Occ. Occ. Load Fees P.C. Amt. Date Rec. 0 - 1st Fl. 2nd Fl. Bldg. 102.00 4 -26 7530 Demo. Bond Total Tot. Tot. Total I it CITY OF 3 PERMIT TUKWILA THIS ERMIT MUST BE P STED CONSPICUOUSLY ON BUILDING l Special Conditions Approved for Issuance By cotg,,,, NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signature of Contract dr or Authorized Agent Date. PERMIT NUMBER 3 613 Control Number 85 -019 FINAL APPROVALS: Fire Dept. Date _ Bldg. Official Date THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. I ■ "b Address .. Tukwila Parkway ]pe Tenant /Owner _. Date of Issuance Description of Work ..radina 5,O0 cy Setback Legal Description E] Attached Property Owner Armada Soul ;h n?:; r i {saci r_cs - 1st Fl. Address &(,'t u /\vc.. r +;32.0 . '_•aGi:1, 4:,'. Phone 4,i -?' :;: Engineer /Architect Address 1,(1 La:.. ; 1:1; .1.) Phone Contractor TL Simpson Construction Co., Inc. Address ",.);- ' •'•:t c, ! ; • , i I (.. Phone ' :. `444 Authorized Agent License No. Value of Work Fire Protection Use Zone Type of Construction •App•1-v••- Accepted; By lssu,::J:: .,�!: ,• :' "c" 07 Sprinklers L7 Detectors INSPECTION RECORD - 433 -1845 ]pe Insp. Date Notes Setback Date Rec. 0 - 1st Fl. Rebar Footing 1:1; .1.) 4t..;. ) ,..., Fdtn. Slab Frame Bond Wall Bd. Total Tot. Tot. Total lw.. P_' Dept. Approvals Req'd Insp. Date Pl 'Div. Health Dept. Public Works Dept. Plumbing Electrical Cert. of Occupancy Size of Unit or Building Uses Sq.Ft. Occ. Occ. Load Fees P.C. Amt. Date Rec. 0 - 1st Fl. 2nd Fl. Bldg. 1:1; .1.) 4t..;. ) ,..., Demo. Bond Total Tot. Tot. Total lw.. P_' Special Conditions Approved for Issuance By PE RMIT TUKWIILA THI U ILDING ERMIT MUST BE P STED CONSPICUOUSLY ON BUILDING NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC• CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signature of Contractor or Authorized Agent. Date' PERMIT NUMBER Control Number t , - tl1: FINAL APPROVALS: Fire Dept. Date Bldg. Official Date________ THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. I CHECKED BY: JOB NO. DRAWN BY: DATE: FE6 1 1 14.65 FERGUSON 8 SONS iNC Esc • 1 --`� Top 21.'1 1.4./. 3 "11 4 •• tot•ITRo4- M1.1. • (464s) ToP s 1'1. Go►.11.1EC -T To Lx. to tonlG. Ptre. tt44.: 1S.3 o../E R.%-.- oWt1S aRIFIGE3 s 3 4' (SEE DET(atL Ski" - 2) T00 21 A1. r ., 0 WATLR M14. ISG•Io.I *AA/LW T•P 14. goWaET 1J rr e•x. F112.0- u.1paA 7 4 . 1 - 3 F uT RE cL. oP e. -r &.T012.1.1 cE -RIJT1 P /(DEC 27/0MI,J. 4"8. (Net t TOP s 1.4.5o Ix11. s 14.5 c-.13:#' 16(7%4.e L 'roP ItJJ. I IA , l0 CaPsItJ I_ :AT%owl) '.Pa #1. (WPC Z a IxJJ. a 14.44 G.1 1S (TYP$s Tb • •2 I .so Ws/. = 19.30 2 .c0 G.O. TAP TI? (1. RADTia, 1t.14. a3.r (R.ecoev) rD clooF (iYP ILA : ) t%. 4TAR I SOLI (44. !ASA► 1400 N1411 6»OoRs Sat 04 Q t -ZO 133 A\44A ' t4.ect c$'G(NPtI. Z') Tor:1.4.47 114IJ- : 1t "tots V1 1S I Q 0.6S• Tor 1.1-a it, to ✓. 1-4.14 ..,4 co 1JTRo1.. Mt4 *t (4b ToP s 1. % P%W.: 110.010 o'e. Fc4i 14..00 0(2-t P _(; % t V8" ¢ : cILTA1M SNT 2 13 lel L-P 11 • 0.6o% V f TbP 1 ZA.5o 1144 z I4 .fo 4 4; f .,'. 41I¢ Tor 10.54 14.44 a A • 4 N ELEV. DATUM z2 t�tMl SID hl4L -K• CPp,)t - t4OTb.: AGO 1..6 FEW' To MS R.N. PRO4wr � L.WPP. ►CIL.tt. GRAM 1.•1x16 AT INIT. ANtoosittr- fARIC W. ` TJk.W1t.A PRs44 . E•L.14•o(seAS) s t{.• 4.1.4 (66.14) i s.S'1!. (IGC•O.$) = 10.4 2 (B R*4) t • 4. 1 4 b ♦ " 1 1 t - 'NM e4-.SS Mal. A & O 1tJT: AIJI DJAR PARK 4. i Toscw .A tPat"c1�.tY • • 4 -L6Rt{ PRoJrGGT Co!■T4M) q.. totweltslot►L F O•e -lblR O•(K4.S t*rIM> n.fituWInlnn■1111 1111111111111111111 111111111 (111�11!I 41 4./ It I. PAaKWsYJ A l �_. t14 W �._"" Ex- GJtii, A CaLY TEa 1. .x.~11 s ,j. se 40' 31' fc. = 401. w: • --t•-- "a,. , (Wee. %) tl, A TbP : 1.x4.50 N 11.14. 1 / l i t ( . -'•• r3"+ Bo' Y ?' 1181!!!1 111111111 I!!►IIIII I 111111111 1111�Ii1i I!IIOII II I .,.. - .., 141 .84 . 40'14" W. 100 d '1.6 � ltaytlST1►Jeis t.OIJTD1I11. PRopo4,60 6041 - 0. 1a P00POSEd SPOT 6‘4151111 Et7te.6. 1.-113.v4 PMJGM%tJT LIMIT oC v41I p.P l J PbtJ• / ti ra f.. vsPT►4 (to '411. s'RaRJI+) •.•-- t<••..•• 0. -•- * Oiat 6146 (60A9O• SO.EAW) pis 45 R va>�trt+ co..it 401 •16.14 ( J4. 't ►4.i - PE& ''F* JIIw STIP. (S&L S►.LT 2� cisItJTRAG.TOA MAp-v ! • ! Patr cum $113 Pt.464 . t.atJVfitafa044.1D s 4 "chAsuawit kri.oevis v.10fiLytt p or.' s.l�it•. 40.11 - tV..T 01'4-'T4 40 . F ToP' &W W1 pQ TI.40.4T4 . -ON st y CALL 48 HOURS BEFORE YOU DIG 1 1004244555 t*I••TA.. tlS.Jt.1Plut:4 1%* tj1J toil PAC.tr It. STD PRIoi . -D Ria►t0.4.1 „ 3D Ca IJF�,.1JIn MIL TJ tLi STD. I M ,. 1 /`, ._ r. u'•••• -0 i z A La I to 0 I 'A 6K. Mk. ItsP 1.0.10 ttJJ. 1 0.4.0 zz c.f1/41 l Ten L TP P 1.1..Cct W4.114. CotJ•16C.T To Gat. for ST-HS Ye-OAP'? 'WV. I..oc AT1 o tJ Pato& P t i 1 2 O ' CITY OF HUKMNU4 APPROVED APR 2 61985 AS REMAND ow as Iowa APR 24 1985 VIG1 11 If Mme! l� •'!o D lyf 4' '.•.`_ ..Y FERGUSON . SONS INC £MIJ - ? • CAITIIt11Y '.Arcs 0.104 4ATE b4 DoWasFAtialls3 it, COMAE. °ANA SLOU EL.EVAXIADp4 B e W•V►OIE DC.TwATONI 4 SLY is on. SEIPMU0104.3. PIPE sorPoRT OI3TI.I LT PIPE "E" R JGI &T Mal ta/0►TDuDIII N. I.1 ttTl�t.. Pb 1t'R b A coilVOSAfts 1 aR CiabiloAte.0 Wirm1 TR1141'. I WaraX .T 003106. I I nosomm E IGl11I11. €0i4TiQI4 PLAN! Jl E.W 4Ap4T(=ot_ NNW ' ' 1 ;;s0Ylots a cAitu UMW :' '• OIMdterTIE.R '•G - 1_111 is ::.7 : : I l id CONTROL MANHOLE NO SCALE 01.''.gdAr )L ?osrT c 4%44. GGo ;AsT1•. S %LT FSIac.E 1 (o1s Ili; * -� ATTA(.44 lb Pt}SN.T w 11.11.ET PIPCIIt, ' D" 11 1/10 TOM! Pe..I.1N• mow S1.,e PM.*( N' .1411s tree h...y..>re., hod* &Morn Paw& EP NI Ion Pu.1.&.110S e.N hews dodo w Pl. jl.I►: I%E i-a c o ,JTtTt�1.. N444 ARKI 101, SOLID CDV Q.L 6.4044,40 "P‘suor IAN t. .Wl1 ` dDL.K. CFR seor SD GL•DDZ;AsI JT Eleals K VKIRI..L 4 C.LIN41100WM SNpAII 14 1 r QialiolATtobl Sa'D. GALA latex. G1R M&J M &NJt4 DOER S'iL'PL i••• GL.EAWCUT GAM _ 1►. %I•IQ&IIIR. MATE ,11�M &C•iC7r IMt al& KM. taatiog. gar. 6. upT i xt, I.10.4/4/1 -w .A.C• tJJIJAS r IRrif.TR IGTbR PI -ILTt W IT1.1 ORWF AGE OR.II.t.- GesalSR &Wolin Mow* t&.. NYe) 100! td 100 .4 1$ mimeo %e1M1•lIM Le/.' 1� 046 1K1/ w ou Modikomoo Ib•1bloso boat LIr11e I,. ell. t.. w A • 4,.111., t7 tn1../at 0 or., sow V 1.0. S.D. APWA 11/TO . P%.AN OZ.- TYPE >b BEDDING FOR RIGID PIPE IN TRENCHES (coNcArT .) of teot4 miewrglas 0.0. TYPE 'F' BEDDING (Pet Ittot16t& Tore s ?Loam. of coVEtowasto Nam .) %.AII•eele L4/11•10ee TI.A&A Not..: ! PWId..LANs wooed 1rdM ,NeN. E. 11.111 loop .NON M.atM•. I. C ...11ov1Iy r11e11 I to 51% r1.. NUR, weep &Ro0111r 1,u .IN, 1011 .MV MI/. 4. soh 'who AI 1.111.'IbN, w Novo M 1o!le.r pips. 6.111011M m.I.,Nl oMN eoototo 1. &i.. 01.0, 01H1111, stout MI Nell OF Wrv. ler&N Rum r ,ar IoM el 000 dIereler &111f Mt to :1::. Maitg 1. ALL CONSTRUCTION SHALL 8E IN ALCORIJAA Z yAIN ° STAWWARD SPECIFICATIONS FOR OPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN P1B.IC VlH(5 ASSOCIATION, CURRENT EDITION (APWA) Al D CITY OF TIKWILA STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR IS SOLELY RESPONSIR.E FOR THE MEANS, METHHW I AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 3. IT SHALL BE THE cUW1RM Tal's RESPONSIBILITY TO PROTECT IN- PLACE ALL UTILITIES AND/OR STRUCTURES WEBER SHOWN OR NOT SHiNiMN ON THIS PLAN. DAMAGE DINE TO CONTRACTOR'S OPERATIONS SHWl BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 4. PROVIDE AND MAINTAIN TEMPORARY FILTER FANUIC SILT FENCE TO INSURE SEDIMENT LADEN WATER DOES NOT LEAVE THE PROJECT SITE. THE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR OH -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 THE COURSE OF CONSTRICTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADORESS ANY NEW CONDITIONS THAT MY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER ADO ABOVE MINIMUM REQUIREMENTS, AS MY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 5. ALL TYPE I CATCH BASINS SHALL OE PER APWA STANDARD PLAN NO. 52 WITH ANA TYPE BOA OUTLET TRAP PAD APRA STANDARD PLAN NO. 49 FRAME AND GRATE. ALL TYPE II CATCH BASINS (CONTROL. /WHOLES) SHALL BE PER APWA STANDARD PLAN NO. 55 WITH APWA STANDARD PLAN NB. 42 FRAME AND COVER. 8. ALL REQUIRED STORM WATER RETENTION /DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO PAVING AND BUILDING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 7. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF SIX INCHES, MAXIMUM DEPTH EIGHT INCHES, THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE OIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS R1 co..ATtp ;N ANA 'Rot 1*441(44 E11f.41 WA? oaa••J14. P4A I .. FAO54p3 L+JAWP4 .a0. 0.240.4 OR FI•1f.MttpT 4oUto YK moo 'UMW 's * witrailko. IN Mow.1M.JM 1,04044,10t./ J4ION • d on i.O. &106•1IT1 .* MutldiWJS 1A1/444.- NOT �C"0140.. 8. ALL STORM DRAIN PIPE SHALL E CONCRETE RUBBER GASKETEI) ASTM C-14 -2 OR ASTM C -76 -II OR 18 GA. GALVANIZED STEEL OR 16 GA. ALUMINUM HELICAL CORRUGATED PETAL PIPE. STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT CONNECTING BANGS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS SECTION 60- 302H2. STEEL PIPE SHALL RECEIVE TREATMENT 1 ASPHALT COATING INSIDE AND OUTSIDE, OR BETTER. Notes: a. Pam. •"wr mom wee 1NVe1! a. Mw. 111.11, .. ,, 01...10.. n rrllln;i IIUIIIrtlill111111 111161 I11111!l■ !i HMI IIII i!lI I!!IIIIII IIII IIII • I •-•"r77.41:47.7•••-•-,.. .: r. w�a fi CALL 48 HM IS BEFO E YOU DIG 1400424.5555 • 9. BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL OE CLASS 0 8 ° PER APWA STANDARD PLAN NO. 62 (PEA GRAVEN FROM 4 ilOtS BELOW PIPE TO SPRINIGLINE). BEDDING FOR FLEXIBLE PIPE (CORRUGATED PETAL OR PLASTIC) SHALL BE CLASS IF° PER APWA STANDARD PLAN NO, 62 (PEA GRAVEL FROM 4 INCHES BELOW PIPE TO 6 WOES ABOVE PIPE). TRENCH WIDTH 51*.L BE 40 INCHES MAXIMRLM OR 1 -1/2 TIRES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS GREATER. SACKFUL SHALL BE PLACED IN 6 INCH LAYERS COMPACTED TO 95% MAXIMUM CENSITY. 10. EXTRUDED CURB SHALL DE BONDED TO THE ASPHALT SURFACE WITH AS EPDXY BONDING AGENT SUITABLE FOR THAT PURPOSE. PLACE 18 /4 REBAR AT 8'-01 O.C. DETENTION PONDS, RESTRICTGRS AND STORM DRAINS NOT LOCATED ON PUBLIC RIGHT- O'-WAY ARE TO BE PRIVATELY MAINTAINED. 11. 12. IN ALL APEAS, OTHER THAN ROADS, WERE CONSTRUCTION REQUIRES THE REMOVAL OF SOD, ETC., THOSE AREAS SHALT. BE HYORO- SEEDED WITH RYE GRASS FOR THE PREVENTION OF ON -SITE EROSION. 13. ALL PIPME SHHA1lt BE LAID ON A PROPERLY PREPARED FOIMDATION ACCORDING TO WASHINGTON STATE SPEC 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REWIRED BEDDING MATERIAL TO UNIFORM GRAD: SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE :IUPPOiTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACICFILL FOP THE PIPE REDOING" THE FIRST LIFT OF PIPE REDOING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORMA A DENSE IAIsYIFJ.DIIG BASE. 14. 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 ANY CHARNEL BANK. 15. THE STORM DRAINAGE SYSTEM WALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE GA FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE !KITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF TUCWILA OEPARIIENT OF PUBLIC WORKS. 18 A COPY OF THESE APPROVED PLANS MUST RE ON THE JOB BITE WHENEVER CONSTRUCTION IS IN PROGRESS. :17. ALL DRAINAGE STRUCTURES NOT ON PUBIC RIGHT -OF -WAYS SHALL HAVE ROUND, SOLID LOCKING LIDS UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 18. ALL ROOF DRAINS AND FOOTING DRAINS SHALL BE TIG HTLIIrt1 TO THE STORM DRAINAGE SYSTEM. FaoTNJc. 001.064.14. Ct4A4 1LTIli.NM OF 'o,.rT..06.. M. Am* 212.■tIJ• To QGT6.IJ'C1ot. 4 S4V1. aN IJPtbTAIAMt Os: 1 eo4:0141'11o4.- )vlN vA10.10.b ai l. ; - ' P11. tlol.441.ta W 116 11%.1• 4 l 4• & TTI* SEC A -A OIRCTOIAP { I a�rr \t;* ei ' b � SEC B -B vAlLte.1. 'Ia. - • •3 ms 's' l.• w e..PI18 W CAW W .I%. 1>tou.I.a WOW ^� SEC C -C sqr 4 111, - Goat.. suX.t.JA.W. Pea 'R11t•Y•111.A STD. CE.vg4.4)PES. rltoPOt.60 volt.. stpu..161_K. ar G'Tvo PRoPexeoD cook.. S1Ph»AL.1.. 6 { (ATV 3078 .�i�► Q;- .1N-7"1 4660TT 6..40 3J►i.p1.11s AODtTicar.) A•JooJe . 7412.4. I•J. • - TV444I.I.41. • Esc t jTl HMCo GC: 000 T 035 u.■ , ,► °FS. G;JTratrJS A.) e.„ul';TIIJ:.a Se) 2 - 1'1 SF wL1G4.1.30J-E. >tT;^' 'aF OF PAJE.p (7 110S SC o t,pWh) A$t cep "124A 4 E+ctSTt%)( TOPOCs act. P/+l SLO s T- itO'.• t3J :I.� 50114 S-a c„E. - s A► IN) o TO a. • Tri44 4•16 . o •►E G, i5. 11O 'TI -I.c 1..cyr A►I.)p 'TI' -t: 4o0F PQA tu•JS ..a►.11.1GG.�+r To A C., P .#1' "1 ST4EET 1 I.) T r Q6 _•ri ON Aa.)p THE 1J ro A►. )• •.OrR M.)Oov1 . PAv4 ,,seST. h arwa,,i 2 u• .a-r i.E..G.. • F 7.-+e A.1.)D A it" sT..)e, 4,71' i't -16. S,E.�, c •Z S►rc A <a►►�w:� To A 24" P, ?a Tt•+L e•ST f.. C30T4 TI-+E 4 ey. 4 TI.a•E Zit:' FI NoQ..IN JtJD PAS).ic &OD c i a ' • ' PIP.. FLOr'Jt CAST TO 11-€. awe a., ca.tJEZ 15 oT APPWc>A• EA- 2 (IKAS 1� �,. STAQA1,, r:<OI.4 A = �TJ►7' �� /2.1-914:06 END( 11.1‹, Twc H 6 D t. ..DSS To T4G 1JTISG.•Sc.:.TI06.3 oP A►vDVE.R. DAQIc ►�.j. TJ,L .J IL A PQIAvJA01 000L -D RAiSrc. - MIS a‘ .000 APPeCUO t-V. 24 (Kc."s ;') . 1-1.4 Prt ca.► 1c • :JTJQr< C.b.4D►T1O0J4, T ea E+C w Ga.)tt..V II)<. t.11i.t. 13c ExPO.I.NDEO to. 6,256 SF GOO. TD TD.- c' 34 -hoc) SF , -r i dS P F► A t,.T FA R K.I I.ka E•'.9')11P*IMD 4.1 1 - "S . :, sr- Got A TO ?a►`, OF 1010,SC , SHE. SIM.).-4 1 oTt�Q, CF.TEaJ Tt 04 1.111.1., G Pcio4 ROBE.! Foa 'TC.I E AG4 a. of NI E.w Iw• P12o./E.►.AE.0TS PE14. 4.1 wk. co. ...t6 r&400, 1-.Jo S .4, w1 , D.J THE SYSTEM CQ .4 Jt ►.xa TO 'Tue. 4.0" J..1oEa. o.►oo/EQ I- W A+Jp O.,E, c,OI.J•JCCT Tb T►+s pT TI.It EAST a, ''1..►c L,S, AT Tl.i1c i✓J i 1_c rJ cs 4J 1 I..L. aE OTI • ACcrs.A " Al. 4 .411V, AQ•Eht , 144 , '42.. - 1 2 , 1.0 A O 3 . ii.4 CQ.OJED A . - ro'r - A .. - *)C. SJILJ $ C x • PA / 4 L,J T = 1 44 - 4, Qi'17 = q b 445 SF C7CZ- N3doA►. A AAA R c cp . e rJ , c., c. , r31..Dce.. DC21J rc 1.J ► i e, 2 -1 P • -$,000 SF c31Z o, Ib Air.. • E(►ST►►.)( - ?JIaorr ,:aEF•t:1tc (Gs) roc& AecA To BIE ,I+.t ol/ED = 0, I S (L►(DN T Ci2A6', «ac.1p.10) • CJTJO•c RJi.)o 1 cocFr -1414 JT (GF) FOP ART. Tb IN- PP o,P,S (,c.IT1 C aI1e,S) • ' - o1.3CoE.5T 'i'IMt. c.Y t:0►J IJTRLi►TiabJ FRofri AC..Qo T Xl GsRA'1, LO rJ)J Etc! STI � GA.T h.) EAST T r c S1 TE. GI..o' TO S.e. •G, SIT. ▪ ISO L. oI_ 0,s% + 1 v 1_F ` o I,3 % . •M La- ,' ▪ r +5o Lr- e , 5 'fps + 10 PPS t 00 LF a 142° /. S S.a ,,.iIa, O,041v111J, -* O■t•3 1r110 , + 10 1.41a. (IIJITIAI..TIMit.) '• IS, e'T M11JJ"CIEcs 0 lo YeA(2. (2.AHJFC14.4.. 11J'1Et.) S1TTl (Ito) a I S ,s-• M 11s , tx 1 . 2 ► ~� r . • 2.0 F A i.4.0v. 11.0 00 sm.1.)S TM> r (11' 4)A s A' K C. + P ' G I to " t° to L(t.13> +.i4)AP 1(o,Mb x � elSIn 1. -t?.IIO II' 2 6 41 #1 4 CE c►)TIoh.) R6Ci).4I0.60 (lo 't'R . RE.aTO►J f4Epir1'C.I"c T s -2e* 11� 0 JT - � �! A .I. tr aceL Tr. s 1Z I U 0, 1.641 0.1 • 1,23 vs. 0, e)2,4c0 Mta01E.4 - 4 - 0 9 0 T . Itvw0,Co C-f. a. 0. 1.64 C.4") C(Z.IF ic% kl/ µEND) 1 UO too, b (2.2 o. 13 S m _ 3 141.1 c•f• Rf...Q Q. • 0ETE!4 T100 P4oV (DED •����TEM� A► , Ni,kl.G, i.oi Ac. oa. 40,4% of t4aA11,)4(o6. c•re..th 2.eQ.) R..4S I2 I .'1f c.F SZ'oR.AR.• • 420 SF Foi )D io" PEP 14 LO (.9) . = 1 2'3(.,"7 ' ci2 L.F a I . o,'a, �F�LG s '• b O CF 1 44 (.F I p'' � o, S •'s /LF = ,4.O c.F 9,1 vF 44" tw.1 12.51 cF /�/r '' 121.4 C.F TbTio► = 1SD4,• GF- > 12 S A \, P, a S,E.,G, SITE SER.VI0(0 1.41 ARIL, oil. SA. pQA!►.>A.E. AP•EA REQ01RE.S 1% "la .OeF S1Ua.PA1bE (IIJ :.LJDthk. AR.E.A C>F FJ DEs►4.- OPMEt.)Y -4 440 SF 11:43C> a lei cJD+P s 114 CC C' = C S'1) . '1 cc. I SA 81 sL. 0.-44s c-= /t.C. = 5;. t 134 •.F 10'"d O,5S �F / ') 3 I GF l oo t.F t2 �o O, '1q `' s '1 $ 5 G Ir, O JF 40 $41.4 e 11, �s'1 � /./F i:.4 c- TYPa L c.s3 a 3A'1 ` %vF = 10,-1 c. . To TA I...• z 1.b1 1 ) Sb AMETsai. 1q 2�•,al GF > 1Q>')b.O GF • S 12` RE,STl21c roa.. 0111 Ft LEfs S•(STEnq ', A► (0.00190 - ■14 t 4-0, 4- To coF S1ra Alga 1• QA CAL 10(16,TI o4. =of DLZd►IJAI.. PAS/s1 ! °I O AiliA GCIJ'rRA+ MH4 • qA foe., Tip s G LA s , A r1 1.3 .. 0.t,(, 2 c..FS So QA s 40.4tyo of 0.19c1 + D.'1'H 2 = O. 0 ,p ei L41 h • 1S.00 - IC'3 a.: D. b Z.. l.. Z O. 1 SF I -%.' = 3, t 4 s 3 ( �4 1►J c1 OIA M E ?1E.A . S•/STFswR 3 (Cob..)1R.04... M44 Sq. Co 96 of SIT( 4A ' S OF d, Z.89 c s O. 11't.• h s L2. © 1 b .c7b = b. C70 ' a. l• RECEIVED avv , APR 24 194 CR OF - APPROVED APR :INS SHEET z N OF ti • rr - roP em... A O.F. S.1.. B C INV. I1... I N1..6.T D G.1T6GT E OitllltlaE F C..E . 4t G &oN11206 ROEI r ► I r• 1 • 1 11 . \I p 10461 l 11.00 91..5.00 ISM► t S t 1c i0 3 46 1, '1,4.00 14.00 II. . Gip 13 s tti 12" 1 5 I 4 42A" lyf 4' '.•.`_ ..Y FERGUSON . SONS INC £MIJ - ? • CAITIIt11Y '.Arcs 0.104 4ATE b4 DoWasFAtialls3 it, COMAE. °ANA SLOU EL.EVAXIADp4 B e W•V►OIE DC.TwATONI 4 SLY is on. SEIPMU0104.3. PIPE sorPoRT OI3TI.I LT PIPE "E" R JGI &T Mal ta/0►TDuDIII N. I.1 ttTl�t.. Pb 1t'R b A coilVOSAfts 1 aR CiabiloAte.0 Wirm1 TR1141'. I WaraX .T 003106. I I nosomm E IGl11I11. €0i4TiQI4 PLAN! Jl E.W 4Ap4T(=ot_ NNW ' ' 1 ;;s0Ylots a cAitu UMW :' '• OIMdterTIE.R '•G - 1_111 is ::.7 : : I l id CONTROL MANHOLE NO SCALE 01.''.gdAr )L ?osrT c 4%44. GGo ;AsT1•. S %LT FSIac.E 1 (o1s Ili; * -� ATTA(.44 lb Pt}SN.T w 11.11.ET PIPCIIt, ' D" 11 1/10 TOM! Pe..I.1N• mow S1.,e PM.*( N' .1411s tree h...y..>re., hod* &Morn Paw& EP NI Ion Pu.1.&.110S e.N hews dodo w Pl. jl.I►: I%E i-a c o ,JTtTt�1.. N444 ARKI 101, SOLID CDV Q.L 6.4044,40 "P‘suor IAN t. .Wl1 ` dDL.K. CFR seor SD GL•DDZ;AsI JT Eleals K VKIRI..L 4 C.LIN41100WM SNpAII 14 1 r QialiolATtobl Sa'D. GALA latex. G1R M&J M &NJt4 DOER S'iL'PL i••• GL.EAWCUT GAM _ 1►. %I•IQ&IIIR. MATE ,11�M &C•iC7r IMt al& KM. taatiog. gar. 6. upT i xt, I.10.4/4/1 -w .A.C• tJJIJAS r IRrif.TR IGTbR PI -ILTt W IT1.1 ORWF AGE OR.II.t.- GesalSR &Wolin Mow* t&.. NYe) 100! td 100 .4 1$ mimeo %e1M1•lIM Le/.' 1� 046 1K1/ w ou Modikomoo Ib•1bloso boat LIr11e I,. ell. t.. w A • 4,.111., t7 tn1../at 0 or., sow V 1.0. S.D. APWA 11/TO . P%.AN OZ.- TYPE >b BEDDING FOR RIGID PIPE IN TRENCHES (coNcArT .) of teot4 miewrglas 0.0. TYPE 'F' BEDDING (Pet Ittot16t& Tore s ?Loam. of coVEtowasto Nam .) %.AII•eele L4/11•10ee TI.A&A Not..: ! PWId..LANs wooed 1rdM ,NeN. E. 11.111 loop .NON M.atM•. I. C ...11ov1Iy r11e11 I to 51% r1.. NUR, weep &Ro0111r 1,u .IN, 1011 .MV MI/. 4. soh 'who AI 1.111.'IbN, w Novo M 1o!le.r pips. 6.111011M m.I.,Nl oMN eoototo 1. &i.. 01.0, 01H1111, stout MI Nell OF Wrv. ler&N Rum r ,ar IoM el 000 dIereler &111f Mt to :1::. Maitg 1. ALL CONSTRUCTION SHALL 8E IN ALCORIJAA Z yAIN ° STAWWARD SPECIFICATIONS FOR OPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN P1B.IC VlH(5 ASSOCIATION, CURRENT EDITION (APWA) Al D CITY OF TIKWILA STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR IS SOLELY RESPONSIR.E FOR THE MEANS, METHHW I AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 3. IT SHALL BE THE cUW1RM Tal's RESPONSIBILITY TO PROTECT IN- PLACE ALL UTILITIES AND/OR STRUCTURES WEBER SHOWN OR NOT SHiNiMN ON THIS PLAN. DAMAGE DINE TO CONTRACTOR'S OPERATIONS SHWl BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 4. PROVIDE AND MAINTAIN TEMPORARY FILTER FANUIC SILT FENCE TO INSURE SEDIMENT LADEN WATER DOES NOT LEAVE THE PROJECT SITE. THE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR OH -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 THE COURSE OF CONSTRICTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADORESS ANY NEW CONDITIONS THAT MY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER ADO ABOVE MINIMUM REQUIREMENTS, AS MY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 5. ALL TYPE I CATCH BASINS SHALL OE PER APWA STANDARD PLAN NO. 52 WITH ANA TYPE BOA OUTLET TRAP PAD APRA STANDARD PLAN NO. 49 FRAME AND GRATE. ALL TYPE II CATCH BASINS (CONTROL. /WHOLES) SHALL BE PER APWA STANDARD PLAN NO. 55 WITH APWA STANDARD PLAN NB. 42 FRAME AND COVER. 8. ALL REQUIRED STORM WATER RETENTION /DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO PAVING AND BUILDING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 7. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF SIX INCHES, MAXIMUM DEPTH EIGHT INCHES, THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE OIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS R1 co..ATtp ;N ANA 'Rot 1*441(44 E11f.41 WA? oaa••J14. P4A I .. FAO54p3 L+JAWP4 .a0. 0.240.4 OR FI•1f.MttpT 4oUto YK moo 'UMW 's * witrailko. IN Mow.1M.JM 1,04044,10t./ J4ION • d on i.O. &106•1IT1 .* MutldiWJS 1A1/444.- NOT �C"0140.. 8. ALL STORM DRAIN PIPE SHALL E CONCRETE RUBBER GASKETEI) ASTM C-14 -2 OR ASTM C -76 -II OR 18 GA. GALVANIZED STEEL OR 16 GA. ALUMINUM HELICAL CORRUGATED PETAL PIPE. STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT CONNECTING BANGS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS SECTION 60- 302H2. STEEL PIPE SHALL RECEIVE TREATMENT 1 ASPHALT COATING INSIDE AND OUTSIDE, OR BETTER. Notes: a. Pam. •"wr mom wee 1NVe1! a. Mw. 111.11, .. ,, 01...10.. n rrllln;i IIUIIIrtlill111111 111161 I11111!l■ !i HMI IIII i!lI I!!IIIIII IIII IIII • I •-•"r77.41:47.7•••-•-,.. .: r. w�a fi CALL 48 HM IS BEFO E YOU DIG 1400424.5555 • 9. BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL OE CLASS 0 8 ° PER APWA STANDARD PLAN NO. 62 (PEA GRAVEN FROM 4 ilOtS BELOW PIPE TO SPRINIGLINE). BEDDING FOR FLEXIBLE PIPE (CORRUGATED PETAL OR PLASTIC) SHALL BE CLASS IF° PER APWA STANDARD PLAN NO, 62 (PEA GRAVEL FROM 4 INCHES BELOW PIPE TO 6 WOES ABOVE PIPE). TRENCH WIDTH 51*.L BE 40 INCHES MAXIMRLM OR 1 -1/2 TIRES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS GREATER. SACKFUL SHALL BE PLACED IN 6 INCH LAYERS COMPACTED TO 95% MAXIMUM CENSITY. 10. EXTRUDED CURB SHALL DE BONDED TO THE ASPHALT SURFACE WITH AS EPDXY BONDING AGENT SUITABLE FOR THAT PURPOSE. PLACE 18 /4 REBAR AT 8'-01 O.C. DETENTION PONDS, RESTRICTGRS AND STORM DRAINS NOT LOCATED ON PUBLIC RIGHT- O'-WAY ARE TO BE PRIVATELY MAINTAINED. 11. 12. IN ALL APEAS, OTHER THAN ROADS, WERE CONSTRUCTION REQUIRES THE REMOVAL OF SOD, ETC., THOSE AREAS SHALT. BE HYORO- SEEDED WITH RYE GRASS FOR THE PREVENTION OF ON -SITE EROSION. 13. ALL PIPME SHHA1lt BE LAID ON A PROPERLY PREPARED FOIMDATION ACCORDING TO WASHINGTON STATE SPEC 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REWIRED BEDDING MATERIAL TO UNIFORM GRAD: SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE :IUPPOiTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACICFILL FOP THE PIPE REDOING" THE FIRST LIFT OF PIPE REDOING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORMA A DENSE IAIsYIFJ.DIIG BASE. 14. 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 ANY CHARNEL BANK. 15. THE STORM DRAINAGE SYSTEM WALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE GA FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE !KITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF TUCWILA OEPARIIENT OF PUBLIC WORKS. 18 A COPY OF THESE APPROVED PLANS MUST RE ON THE JOB BITE WHENEVER CONSTRUCTION IS IN PROGRESS. :17. ALL DRAINAGE STRUCTURES NOT ON PUBIC RIGHT -OF -WAYS SHALL HAVE ROUND, SOLID LOCKING LIDS UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 18. ALL ROOF DRAINS AND FOOTING DRAINS SHALL BE TIG HTLIIrt1 TO THE STORM DRAINAGE SYSTEM. FaoTNJc. 001.064.14. Ct4A4 1LTIli.NM OF 'o,.rT..06.. M. Am* 212.■tIJ• To QGT6.IJ'C1ot. 4 S4V1. aN IJPtbTAIAMt Os: 1 eo4:0141'11o4.- )vlN vA10.10.b ai l. ; - ' P11. tlol.441.ta W 116 11%.1• 4 l 4• & TTI* SEC A -A OIRCTOIAP { I a�rr \t;* ei ' b � SEC B -B vAlLte.1. 'Ia. - • •3 ms 's' l.• w e..PI18 W CAW W .I%. 1>tou.I.a WOW ^� SEC C -C sqr 4 111, - Goat.. suX.t.JA.W. Pea 'R11t•Y•111.A STD. CE.vg4.4)PES. rltoPOt.60 volt.. stpu..161_K. ar G'Tvo PRoPexeoD cook.. S1Ph»AL.1.. 6 { (ATV 3078 .�i�► Q;- .1N-7"1 4660TT 6..40 3J►i.p1.11s AODtTicar.) A•JooJe . 7412.4. I•J. • - TV444I.I.41. • Esc t jTl HMCo GC: 000 T 035 u.■ , ,► °FS. G;JTratrJS A.) e.„ul';TIIJ:.a Se) 2 - 1'1 SF wL1G4.1.30J-E. >tT;^' 'aF OF PAJE.p (7 110S SC o t,pWh) A$t cep "124A 4 E+ctSTt%)( TOPOCs act. P/+l SLO s T- itO'.• t3J :I.� 50114 S-a c„E. - s A► IN) o TO a. • Tri44 4•16 . o •►E G, i5. 11O 'TI -I.c 1..cyr A►I.)p 'TI' -t: 4o0F PQA tu•JS ..a►.11.1GG.�+r To A C., P .#1' "1 ST4EET 1 I.) T r Q6 _•ri ON Aa.)p THE 1J ro A►. )• •.OrR M.)Oov1 . PAv4 ,,seST. h arwa,,i 2 u• .a-r i.E..G.. • F 7.-+e A.1.)D A it" sT..)e, 4,71' i't -16. S,E.�, c •Z S►rc A <a►►�w:� To A 24" P, ?a Tt•+L e•ST f.. C30T4 TI-+E 4 ey. 4 TI.a•E Zit:' FI NoQ..IN JtJD PAS).ic &OD c i a ' • ' PIP.. FLOr'Jt CAST TO 11-€. awe a., ca.tJEZ 15 oT APPWc>A• EA- 2 (IKAS 1� �,. STAQA1,, r:<OI.4 A = �TJ►7' �� /2.1-914:06 END( 11.1‹, Twc H 6 D t. ..DSS To T4G 1JTISG.•Sc.:.TI06.3 oP A►vDVE.R. DAQIc ►�.j. TJ,L .J IL A PQIAvJA01 000L -D RAiSrc. - MIS a‘ .000 APPeCUO t-V. 24 (Kc."s ;') . 1-1.4 Prt ca.► 1c • :JTJQr< C.b.4D►T1O0J4, T ea E+C w Ga.)tt..V II)<. t.11i.t. 13c ExPO.I.NDEO to. 6,256 SF GOO. TD TD.- c' 34 -hoc) SF , -r i dS P F► A t,.T FA R K.I I.ka E•'.9')11P*IMD 4.1 1 - "S . :, sr- Got A TO ?a►`, OF 1010,SC , SHE. SIM.).-4 1 oTt�Q, CF.TEaJ Tt 04 1.111.1., G Pcio4 ROBE.! Foa 'TC.I E AG4 a. of NI E.w Iw• P12o./E.►.AE.0TS PE14. 4.1 wk. co. ...t6 r&400, 1-.Jo S .4, w1 , D.J THE SYSTEM CQ .4 Jt ►.xa TO 'Tue. 4.0" J..1oEa. o.►oo/EQ I- W A+Jp O.,E, c,OI.J•JCCT Tb T►+s pT TI.It EAST a, ''1..►c L,S, AT Tl.i1c i✓J i 1_c rJ cs 4J 1 I..L. aE OTI • ACcrs.A " Al. 4 .411V, AQ•Eht , 144 , '42.. - 1 2 , 1.0 A O 3 . ii.4 CQ.OJED A . - ro'r - A .. - *)C. SJILJ $ C x • PA / 4 L,J T = 1 44 - 4, Qi'17 = q b 445 SF C7CZ- N3doA►. A AAA R c cp . e rJ , c., c. , r31..Dce.. DC21J rc 1.J ► i e, 2 -1 P • -$,000 SF c31Z o, Ib Air.. • E(►ST►►.)( - ?JIaorr ,:aEF•t:1tc (Gs) roc& AecA To BIE ,I+.t ol/ED = 0, I S (L►(DN T Ci2A6', «ac.1p.10) • CJTJO•c RJi.)o 1 cocFr -1414 JT (GF) FOP ART. Tb IN- PP o,P,S (,c.IT1 C aI1e,S) • ' - o1.3CoE.5T 'i'IMt. c.Y t:0►J IJTRLi►TiabJ FRofri AC..Qo T Xl GsRA'1, LO rJ)J Etc! STI � GA.T h.) EAST T r c S1 TE. GI..o' TO S.e. •G, SIT. ▪ ISO L. oI_ 0,s% + 1 v 1_F ` o I,3 % . •M La- ,' ▪ r +5o Lr- e , 5 'fps + 10 PPS t 00 LF a 142° /. S S.a ,,.iIa, O,041v111J, -* O■t•3 1r110 , + 10 1.41a. (IIJITIAI..TIMit.) '• IS, e'T M11JJ"CIEcs 0 lo YeA(2. (2.AHJFC14.4.. 11J'1Et.) S1TTl (Ito) a I S ,s-• M 11s , tx 1 . 2 ► ~� r . • 2.0 F A i.4.0v. 11.0 00 sm.1.)S TM> r (11' 4)A s A' K C. + P ' G I to " t° to L(t.13> +.i4)AP 1(o,Mb x � elSIn 1. -t?.IIO II' 2 6 41 #1 4 CE c►)TIoh.) R6Ci).4I0.60 (lo 't'R . RE.aTO►J f4Epir1'C.I"c T s -2e* 11� 0 JT - � �! A .I. tr aceL Tr. s 1Z I U 0, 1.641 0.1 • 1,23 vs. 0, e)2,4c0 Mta01E.4 - 4 - 0 9 0 T . Itvw0,Co C-f. a. 0. 1.64 C.4") C(Z.IF ic% kl/ µEND) 1 UO too, b (2.2 o. 13 S m _ 3 141.1 c•f• Rf...Q Q. • 0ETE!4 T100 P4oV (DED •����TEM� A► , Ni,kl.G, i.oi Ac. oa. 40,4% of t4aA11,)4(o6. c•re..th 2.eQ.) R..4S I2 I .'1f c.F SZ'oR.AR.• • 420 SF Foi )D io" PEP 14 LO (.9) . = 1 2'3(.,"7 ' ci2 L.F a I . o,'a, �F�LG s '• b O CF 1 44 (.F I p'' � o, S •'s /LF = ,4.O c.F 9,1 vF 44" tw.1 12.51 cF /�/r '' 121.4 C.F TbTio► = 1SD4,• GF- > 12 S A \, P, a S,E.,G, SITE SER.VI0(0 1.41 ARIL, oil. SA. pQA!►.>A.E. AP•EA REQ01RE.S 1% "la .OeF S1Ua.PA1bE (IIJ :.LJDthk. AR.E.A C>F FJ DEs►4.- OPMEt.)Y -4 440 SF 11:43C> a lei cJD+P s 114 CC C' = C S'1) . '1 cc. I SA 81 sL. 0.-44s c-= /t.C. = 5;. t 134 •.F 10'"d O,5S �F / ') 3 I GF l oo t.F t2 �o O, '1q `' s '1 $ 5 G Ir, O JF 40 $41.4 e 11, �s'1 � /./F i:.4 c- TYPa L c.s3 a 3A'1 ` %vF = 10,-1 c. . To TA I...• z 1.b1 1 ) Sb AMETsai. 1q 2�•,al GF > 1Q>')b.O GF • S 12` RE,STl21c roa.. 0111 Ft LEfs S•(STEnq ', A► (0.00190 - ■14 t 4-0, 4- To coF S1ra Alga 1• QA CAL 10(16,TI o4. =of DLZd►IJAI.. PAS/s1 ! °I O AiliA GCIJ'rRA+ MH4 • qA foe., Tip s G LA s , A r1 1.3 .. 0.t,(, 2 c..FS So QA s 40.4tyo of 0.19c1 + D.'1'H 2 = O. 0 ,p ei L41 h • 1S.00 - IC'3 a.: D. b Z.. l.. Z O. 1 SF I -%.' = 3, t 4 s 3 ( �4 1►J c1 OIA M E ?1E.A . S•/STFswR 3 (Cob..)1R.04... M44 Sq. Co 96 of SIT( 4A ' S OF d, Z.89 c s O. 11't.• h s L2. © 1 b .c7b = b. C70 ' a. l• RECEIVED avv , APR 24 194 CR OF - APPROVED APR :INS SHEET z N OF ti • rr ROEI r ► I r• 1 • 1 s o7 "s+ ots acrr .? I I tt'it( - 1nom. ? t5 re t REVISION * -to E 4 3 4 z i I ! 1 4 33 1 r 0 W g Ii DRAWN BY ..AAL CHECKED BY: &lG SCALE: �f I 11 = to DATE: FM. 1, I4e4 JOB NO. 8r=OC4. 0% lyf 4' '.•.`_ ..Y FERGUSON . SONS INC £MIJ - ? • CAITIIt11Y '.Arcs 0.104 4ATE b4 DoWasFAtialls3 it, COMAE. °ANA SLOU EL.EVAXIADp4 B e W•V►OIE DC.TwATONI 4 SLY is on. SEIPMU0104.3. PIPE sorPoRT OI3TI.I LT PIPE "E" R JGI &T Mal ta/0►TDuDIII N. I.1 ttTl�t.. Pb 1t'R b A coilVOSAfts 1 aR CiabiloAte.0 Wirm1 TR1141'. I WaraX .T 003106. I I nosomm E IGl11I11. €0i4TiQI4 PLAN! Jl E.W 4Ap4T(=ot_ NNW ' ' 1 ;;s0Ylots a cAitu UMW :' '• OIMdterTIE.R '•G - 1_111 is ::.7 : : I l id CONTROL MANHOLE NO SCALE 01.''.gdAr )L ?osrT c 4%44. GGo ;AsT1•. S %LT FSIac.E 1 (o1s Ili; * -� ATTA(.44 lb Pt}SN.T w 11.11.ET PIPCIIt, ' D" 11 1/10 TOM! Pe..I.1N• mow S1.,e PM.*( N' .1411s tree h...y..>re., hod* &Morn Paw& EP NI Ion Pu.1.&.110S e.N hews dodo w Pl. jl.I►: I%E i-a c o ,JTtTt�1.. N444 ARKI 101, SOLID CDV Q.L 6.4044,40 "P‘suor IAN t. .Wl1 ` dDL.K. CFR seor SD GL•DDZ;AsI JT Eleals K VKIRI..L 4 C.LIN41100WM SNpAII 14 1 r QialiolATtobl Sa'D. GALA latex. G1R M&J M &NJt4 DOER S'iL'PL i••• GL.EAWCUT GAM _ 1►. %I•IQ&IIIR. MATE ,11�M &C•iC7r IMt al& KM. taatiog. gar. 6. upT i xt, I.10.4/4/1 -w .A.C• tJJIJAS r IRrif.TR IGTbR PI -ILTt W IT1.1 ORWF AGE OR.II.t.- GesalSR &Wolin Mow* t&.. NYe) 100! td 100 .4 1$ mimeo %e1M1•lIM Le/.' 1� 046 1K1/ w ou Modikomoo Ib•1bloso boat LIr11e I,. ell. t.. w A • 4,.111., t7 tn1../at 0 or., sow V 1.0. S.D. APWA 11/TO . P%.AN OZ.- TYPE >b BEDDING FOR RIGID PIPE IN TRENCHES (coNcArT .) of teot4 miewrglas 0.0. TYPE 'F' BEDDING (Pet Ittot16t& Tore s ?Loam. of coVEtowasto Nam .) %.AII•eele L4/11•10ee TI.A&A Not..: ! PWId..LANs wooed 1rdM ,NeN. E. 11.111 loop .NON M.atM•. I. C ...11ov1Iy r11e11 I to 51% r1.. NUR, weep &Ro0111r 1,u .IN, 1011 .MV MI/. 4. soh 'who AI 1.111.'IbN, w Novo M 1o!le.r pips. 6.111011M m.I.,Nl oMN eoototo 1. &i.. 01.0, 01H1111, stout MI Nell OF Wrv. ler&N Rum r ,ar IoM el 000 dIereler &111f Mt to :1::. Maitg 1. ALL CONSTRUCTION SHALL 8E IN ALCORIJAA Z yAIN ° STAWWARD SPECIFICATIONS FOR OPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN P1B.IC VlH(5 ASSOCIATION, CURRENT EDITION (APWA) Al D CITY OF TIKWILA STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR IS SOLELY RESPONSIR.E FOR THE MEANS, METHHW I AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 3. IT SHALL BE THE cUW1RM Tal's RESPONSIBILITY TO PROTECT IN- PLACE ALL UTILITIES AND/OR STRUCTURES WEBER SHOWN OR NOT SHiNiMN ON THIS PLAN. DAMAGE DINE TO CONTRACTOR'S OPERATIONS SHWl BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 4. PROVIDE AND MAINTAIN TEMPORARY FILTER FANUIC SILT FENCE TO INSURE SEDIMENT LADEN WATER DOES NOT LEAVE THE PROJECT SITE. THE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR OH -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 THE COURSE OF CONSTRICTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADORESS ANY NEW CONDITIONS THAT MY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER ADO ABOVE MINIMUM REQUIREMENTS, AS MY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 5. ALL TYPE I CATCH BASINS SHALL OE PER APWA STANDARD PLAN NO. 52 WITH ANA TYPE BOA OUTLET TRAP PAD APRA STANDARD PLAN NO. 49 FRAME AND GRATE. ALL TYPE II CATCH BASINS (CONTROL. /WHOLES) SHALL BE PER APWA STANDARD PLAN NO. 55 WITH APWA STANDARD PLAN NB. 42 FRAME AND COVER. 8. ALL REQUIRED STORM WATER RETENTION /DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO PAVING AND BUILDING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 7. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF SIX INCHES, MAXIMUM DEPTH EIGHT INCHES, THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE OIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS R1 co..ATtp ;N ANA 'Rot 1*441(44 E11f.41 WA? oaa••J14. P4A I .. FAO54p3 L+JAWP4 .a0. 0.240.4 OR FI•1f.MttpT 4oUto YK moo 'UMW 's * witrailko. IN Mow.1M.JM 1,04044,10t./ J4ION • d on i.O. &106•1IT1 .* MutldiWJS 1A1/444.- NOT �C"0140.. 8. ALL STORM DRAIN PIPE SHALL E CONCRETE RUBBER GASKETEI) ASTM C-14 -2 OR ASTM C -76 -II OR 18 GA. GALVANIZED STEEL OR 16 GA. ALUMINUM HELICAL CORRUGATED PETAL PIPE. STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT CONNECTING BANGS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS SECTION 60- 302H2. STEEL PIPE SHALL RECEIVE TREATMENT 1 ASPHALT COATING INSIDE AND OUTSIDE, OR BETTER. Notes: a. Pam. •"wr mom wee 1NVe1! a. Mw. 111.11, .. ,, 01...10.. n rrllln;i IIUIIIrtlill111111 111161 I11111!l■ !i HMI IIII i!lI I!!IIIIII IIII IIII • I •-•"r77.41:47.7•••-•-,.. .: r. w�a fi CALL 48 HM IS BEFO E YOU DIG 1400424.5555 • 9. BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL OE CLASS 0 8 ° PER APWA STANDARD PLAN NO. 62 (PEA GRAVEN FROM 4 ilOtS BELOW PIPE TO SPRINIGLINE). BEDDING FOR FLEXIBLE PIPE (CORRUGATED PETAL OR PLASTIC) SHALL BE CLASS IF° PER APWA STANDARD PLAN NO, 62 (PEA GRAVEL FROM 4 INCHES BELOW PIPE TO 6 WOES ABOVE PIPE). TRENCH WIDTH 51*.L BE 40 INCHES MAXIMRLM OR 1 -1/2 TIRES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS GREATER. SACKFUL SHALL BE PLACED IN 6 INCH LAYERS COMPACTED TO 95% MAXIMUM CENSITY. 10. EXTRUDED CURB SHALL DE BONDED TO THE ASPHALT SURFACE WITH AS EPDXY BONDING AGENT SUITABLE FOR THAT PURPOSE. PLACE 18 /4 REBAR AT 8'-01 O.C. DETENTION PONDS, RESTRICTGRS AND STORM DRAINS NOT LOCATED ON PUBLIC RIGHT- O'-WAY ARE TO BE PRIVATELY MAINTAINED. 11. 12. IN ALL APEAS, OTHER THAN ROADS, WERE CONSTRUCTION REQUIRES THE REMOVAL OF SOD, ETC., THOSE AREAS SHALT. BE HYORO- SEEDED WITH RYE GRASS FOR THE PREVENTION OF ON -SITE EROSION. 13. ALL PIPME SHHA1lt BE LAID ON A PROPERLY PREPARED FOIMDATION ACCORDING TO WASHINGTON STATE SPEC 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REWIRED BEDDING MATERIAL TO UNIFORM GRAD: SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE :IUPPOiTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACICFILL FOP THE PIPE REDOING" THE FIRST LIFT OF PIPE REDOING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORMA A DENSE IAIsYIFJ.DIIG BASE. 14. 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 ANY CHARNEL BANK. 15. THE STORM DRAINAGE SYSTEM WALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE GA FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE !KITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF TUCWILA OEPARIIENT OF PUBLIC WORKS. 18 A COPY OF THESE APPROVED PLANS MUST RE ON THE JOB BITE WHENEVER CONSTRUCTION IS IN PROGRESS. :17. ALL DRAINAGE STRUCTURES NOT ON PUBIC RIGHT -OF -WAYS SHALL HAVE ROUND, SOLID LOCKING LIDS UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 18. ALL ROOF DRAINS AND FOOTING DRAINS SHALL BE TIG HTLIIrt1 TO THE STORM DRAINAGE SYSTEM. FaoTNJc. 001.064.14. Ct4A4 1LTIli.NM OF 'o,.rT..06.. M. Am* 212.■tIJ• To QGT6.IJ'C1ot. 4 S4V1. aN IJPtbTAIAMt Os: 1 eo4:0141'11o4.- )vlN vA10.10.b ai l. ; - ' P11. tlol.441.ta W 116 11%.1• 4 l 4• & TTI* SEC A -A OIRCTOIAP { I a�rr \t;* ei ' b � SEC B -B vAlLte.1. 'Ia. - • •3 ms 's' l.• w e..PI18 W CAW W .I%. 1>tou.I.a WOW ^� SEC C -C sqr 4 111, - Goat.. suX.t.JA.W. Pea 'R11t•Y•111.A STD. CE.vg4.4)PES. rltoPOt.60 volt.. stpu..161_K. ar G'Tvo PRoPexeoD cook.. S1Ph»AL.1.. 6 { (ATV 3078 .�i�► Q;- .1N-7"1 4660TT 6..40 3J►i.p1.11s AODtTicar.) A•JooJe . 7412.4. I•J. • - TV444I.I.41. • Esc t jTl HMCo GC: 000 T 035 u.■ , ,► °FS. G;JTratrJS A.) e.„ul';TIIJ:.a Se) 2 - 1'1 SF wL1G4.1.30J-E. >tT;^' 'aF OF PAJE.p (7 110S SC o t,pWh) A$t cep "124A 4 E+ctSTt%)( TOPOCs act. P/+l SLO s T- itO'.• t3J :I.� 50114 S-a c„E. - s A► IN) o TO a. • Tri44 4•16 . o •►E G, i5. 11O 'TI -I.c 1..cyr A►I.)p 'TI' -t: 4o0F PQA tu•JS ..a►.11.1GG.�+r To A C., P .#1' "1 ST4EET 1 I.) T r Q6 _•ri ON Aa.)p THE 1J ro A►. )• •.OrR M.)Oov1 . PAv4 ,,seST. h arwa,,i 2 u• .a-r i.E..G.. • F 7.-+e A.1.)D A it" sT..)e, 4,71' i't -16. S,E.�, c •Z S►rc A <a►►�w:� To A 24" P, ?a Tt•+L e•ST f.. C30T4 TI-+E 4 ey. 4 TI.a•E Zit:' FI NoQ..IN JtJD PAS).ic &OD c i a ' • ' PIP.. FLOr'Jt CAST TO 11-€. awe a., ca.tJEZ 15 oT APPWc>A• EA- 2 (IKAS 1� �,. STAQA1,, r:<OI.4 A = �TJ►7' �� /2.1-914:06 END( 11.1‹, Twc H 6 D t. ..DSS To T4G 1JTISG.•Sc.:.TI06.3 oP A►vDVE.R. DAQIc ►�.j. TJ,L .J IL A PQIAvJA01 000L -D RAiSrc. - MIS a‘ .000 APPeCUO t-V. 24 (Kc."s ;') . 1-1.4 Prt ca.► 1c • :JTJQr< C.b.4D►T1O0J4, T ea E+C w Ga.)tt..V II)<. t.11i.t. 13c ExPO.I.NDEO to. 6,256 SF GOO. TD TD.- c' 34 -hoc) SF , -r i dS P F► A t,.T FA R K.I I.ka E•'.9')11P*IMD 4.1 1 - "S . :, sr- Got A TO ?a►`, OF 1010,SC , SHE. SIM.).-4 1 oTt�Q, CF.TEaJ Tt 04 1.111.1., G Pcio4 ROBE.! Foa 'TC.I E AG4 a. of NI E.w Iw• P12o./E.►.AE.0TS PE14. 4.1 wk. co. ...t6 r&400, 1-.Jo S .4, w1 , D.J THE SYSTEM CQ .4 Jt ►.xa TO 'Tue. 4.0" J..1oEa. o.►oo/EQ I- W A+Jp O.,E, c,OI.J•JCCT Tb T►+s pT TI.It EAST a, ''1..►c L,S, AT Tl.i1c i✓J i 1_c rJ cs 4J 1 I..L. aE OTI • ACcrs.A " Al. 4 .411V, AQ•Eht , 144 , '42.. - 1 2 , 1.0 A O 3 . ii.4 CQ.OJED A . - ro'r - A .. - *)C. SJILJ $ C x • PA / 4 L,J T = 1 44 - 4, Qi'17 = q b 445 SF C7CZ- N3doA►. A AAA R c cp . e rJ , c., c. , r31..Dce.. DC21J rc 1.J ► i e, 2 -1 P • -$,000 SF c31Z o, Ib Air.. • E(►ST►►.)( - ?JIaorr ,:aEF•t:1tc (Gs) roc& AecA To BIE ,I+.t ol/ED = 0, I S (L►(DN T Ci2A6', «ac.1p.10) • CJTJO•c RJi.)o 1 cocFr -1414 JT (GF) FOP ART. Tb IN- PP o,P,S (,c.IT1 C aI1e,S) • ' - o1.3CoE.5T 'i'IMt. c.Y t:0►J IJTRLi►TiabJ FRofri AC..Qo T Xl GsRA'1, LO rJ)J Etc! STI � GA.T h.) EAST T r c S1 TE. GI..o' TO S.e. •G, SIT. ▪ ISO L. oI_ 0,s% + 1 v 1_F ` o I,3 % . •M La- ,' ▪ r +5o Lr- e , 5 'fps + 10 PPS t 00 LF a 142° /. S S.a ,,.iIa, O,041v111J, -* O■t•3 1r110 , + 10 1.41a. (IIJITIAI..TIMit.) '• IS, e'T M11JJ"CIEcs 0 lo YeA(2. (2.AHJFC14.4.. 11J'1Et.) S1TTl (Ito) a I S ,s-• M 11s , tx 1 . 2 ► ~� r . • 2.0 F A i.4.0v. 11.0 00 sm.1.)S TM> r (11' 4)A s A' K C. + P ' G I to " t° to L(t.13> +.i4)AP 1(o,Mb x � elSIn 1. -t?.IIO II' 2 6 41 #1 4 CE c►)TIoh.) R6Ci).4I0.60 (lo 't'R . RE.aTO►J f4Epir1'C.I"c T s -2e* 11� 0 JT - � �! A .I. tr aceL Tr. s 1Z I U 0, 1.641 0.1 • 1,23 vs. 0, e)2,4c0 Mta01E.4 - 4 - 0 9 0 T . Itvw0,Co C-f. a. 0. 1.64 C.4") C(Z.IF ic% kl/ µEND) 1 UO too, b (2.2 o. 13 S m _ 3 141.1 c•f• Rf...Q Q. • 0ETE!4 T100 P4oV (DED •����TEM� A► , Ni,kl.G, i.oi Ac. oa. 40,4% of t4aA11,)4(o6. c•re..th 2.eQ.) R..4S I2 I .'1f c.F SZ'oR.AR.• • 420 SF Foi )D io" PEP 14 LO (.9) . = 1 2'3(.,"7 ' ci2 L.F a I . o,'a, �F�LG s '• b O CF 1 44 (.F I p'' � o, S •'s /LF = ,4.O c.F 9,1 vF 44" tw.1 12.51 cF /�/r '' 121.4 C.F TbTio► = 1SD4,• GF- > 12 S A \, P, a S,E.,G, SITE SER.VI0(0 1.41 ARIL, oil. SA. pQA!►.>A.E. AP•EA REQ01RE.S 1% "la .OeF S1Ua.PA1bE (IIJ :.LJDthk. AR.E.A C>F FJ DEs►4.- OPMEt.)Y -4 440 SF 11:43C> a lei cJD+P s 114 CC C' = C S'1) . '1 cc. I SA 81 sL. 0.-44s c-= /t.C. = 5;. t 134 •.F 10'"d O,5S �F / ') 3 I GF l oo t.F t2 �o O, '1q `' s '1 $ 5 G Ir, O JF 40 $41.4 e 11, �s'1 � /./F i:.4 c- TYPa L c.s3 a 3A'1 ` %vF = 10,-1 c. . To TA I...• z 1.b1 1 ) Sb AMETsai. 1q 2�•,al GF > 1Q>')b.O GF • S 12` RE,STl21c roa.. 0111 Ft LEfs S•(STEnq ', A► (0.00190 - ■14 t 4-0, 4- To coF S1ra Alga 1• QA CAL 10(16,TI o4. =of DLZd►IJAI.. PAS/s1 ! °I O AiliA GCIJ'rRA+ MH4 • qA foe., Tip s G LA s , A r1 1.3 .. 0.t,(, 2 c..FS So QA s 40.4tyo of 0.19c1 + D.'1'H 2 = O. 0 ,p ei L41 h • 1S.00 - IC'3 a.: D. b Z.. l.. Z O. 1 SF I -%.' = 3, t 4 s 3 ( �4 1►J c1 OIA M E ?1E.A . S•/STFswR 3 (Cob..)1R.04... M44 Sq. Co 96 of SIT( 4A ' S OF d, Z.89 c s O. 11't.• h s L2. © 1 b .c7b = b. C70 ' a. l• RECEIVED avv , APR 24 194 CR OF - APPROVED APR :INS SHEET z N OF ti • rr