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HomeMy WebLinkAbout92D1171 NOTE AGi OF No W4TE12 TA31 E WAS IN 501L7Yr1T LFOLES VUCI ALOthIC,1 7141-- NOI2TN I�1201�E-l2TY LJNE - ALL- GENERAL CONSTRUCTION NOTES LEG EN TEST 0EEI_1 MIN . 'FOR 55.0 _ FINISH GI2At7>✓ SGR ' 1aP EoEe e SZe - 7Es Af- c F ' �1. was (oo• D'E.EP. GRADING, DRAINAGE AND EROSION CONTROL / nI57K.L 5o'X (- xaKTHIS sHOs 5 �1N15H LON'TOUIZ aUAKRY SPRLI. EnYiRA`n�E- !is SNoU1A1 (ZEGOLAZ 1 . Within th City of Auburn „all required detention, Cl-EgrJ AA1D MRVJTAIAI OrJ j A imentatioa and erosion control facilities must ba c 1-54 = EX_ C.0*ITOUVe BASS DOR1n1G CW125E or COrJST. strutted and in operation, prior W land clearing And/or other construction activities , to insire that sediment- SCALE 10 ESG = gKAVINC) 012AI NA(�E� 4QOIM6NTATIDO r laden water and storm drainagW run-off does not impadt CONTKOL r"N . B I/dSTALL 51LT CWTROL F,- U E I the adjacent properties br the natural drainage "ways . - zo AS 5HOWN (56-- DerA1L) ii n� 2 . The detlo drainage, addimantltion e eYosl(on con- tiy trot facilenylR itiee depicted on this drawing are i}ffiended to ROAD APPROACr1 be minimum requirements to meet anticipated sit, tondi�- AS PAR1 OF TPP- by X IQ (� 3 ST 7 Lions . Additional drainage and ,*rosion caVrol feDil- GakOE*G I'LAN ities may be required as lltuations warrant lnrfTng -con-- '" struction . The implementation , maintenance, rellee'eaegt V yTUl� and additions to these control systems shall be77 the, res- h 15 33 F-$.CATcvk ponsibi lltj of the pe rsittee. /VIERED\TH Ex. EP KIM EL= 5O. G.� M _�' EF� CIE p2^N) =21-1 9 3. The detention control pond shall remain place until E _ OtE .SS3. p,l! E (8.�5)=a-� gl �p14yrw cxwiNS� the permanent storm ayetRm is in plese a opetetional. b - T6 D SE , �� NO TO L-F (�i��K 4. The temporary erosion Control facili ilea, iaeluding a71 10 (L•5) 51� 1?/l.. perimeter controls , shall remain in place until final 5= 8% site constructiofi is completed and approval has been te- gKAvA1 can 0)TL f carved from the City . lc-k-6 MTA1 ) 1E C0")= 51 P - wr/Slcr PEAK Na>s04#A1&L4-NE 5 . On projects with Grading Permits only , and for which no - A AIL-(E12 subsequent Building Permit has teen issgrd , an is-built ��— go.p'p �R�g or �U. 0 � M drawing wit be required upon completion of grading ect- � 9„ Y�"TGda ivities . 00 ' �Q O E �- 6 , Denuded areas and soil stockpiles must be stabilized according to the following schedule: 0 0 SbILT P "• hhy ooC� ���" , N111a o Ih 3G ;PoM� L-T From April 1 to October 31 all denuded areas et final OLE ed too W/ QD00 (� � remain aunworkednd all x for emore ethan as h30 days shal at are l grade lbe r01t--fG� o`Ifl g'SDI� C�EA�E `-yWA � T stabilized within 10 days. NoI.E o ��Z �TPdL sI'CE 10.1N Ott TOWAYeb OF F1E r From November 1 to .March 31 all exposed soils at final CA\2NE grade shall be stabilized immediately using permanent �0 t qc or temporary measures. Exposed soilswith an area greater than 5',000 square feet that Are scheduled to remain unworked for more than 24 hours and exposed area C ela _ wl of less than 5,000 square feet that will remain f{ unworked for more than 7 days shall be stabilized immediately. (Yh& AYAeo ssroen' MVLN//Nq) 7 On projects with Ormdinq Permits only, and for M-bl ich mo subsequent Building Permit has been issued, an as-built KUNOFF E $ I �X\St\ \ 6 L drawing will be required upon completion of grading activities. D �� LEyti� DESC. 56E S/ICY-T 313 \�� 1 y!j• IoKO�UNENT !-1�t3E1�T COAST. 1 4b02 "L5" CbT. N W 1 � Atli. WA, A8CD2 S \ AGGE�f� Tp o� W W�TVALLE`{ 6I1EADD12�_:74_-t5 ' S3bl5 W. VAL_LEY NWY. /RIOT TO be USED DURIAG COAoT BENCH MAK_,<- cHiI ,LEIO "X " CAN N.E. h 0�4u ---------� '(I��� CAf1 OF NUT OF FIKE 141i'o / �LIILIJ�N c' 61 G.W COI¢NEIe OF W. VAU-[--'f 11' STKIP TO t3E >F, MEI2EC7ITH IZD. Q_5�.2y / CEP ILA-T1=0 rD GT( GITf 07= I�U�U12N pA'TL M. Q OF AU$. ZONING C - 3 ON SITE F ON AbJAGEt�T �LlTU �G 13u u m q rKoDeE_ . 5L0 6L1ILFJINf� �kt7ai Ned'0�3o'W ` 1TO VleAIN NDKTH- 1 (A.49' �- - ,z.-- — gr 1 _._._._._ ....... o�Fen-E DIRECT RUAo I SITE I 12UN OAF \ rf-OM SIT A5 I e SNF.ET F W • ` a DURkAZ IN TIAL sT ces ra a — I of 5TO�j . RA NAl IRR�A�N I r ° 3 er a / a 3 r ba / + suec,Ra To DIeA1N wrD STORM 5Y eM WIIAITERIM I N ... yb / / E-XISTIIJG SHED I CB CO OL (5EE DETAIL) s In — iC IpN_`_� /� - __ �. EGG • EE arm rJL v Y d• ■ Id' l04 — — • t K �f MT 1&Ite (J IUY I \ r_ I 1 90 0018/gI,yITY MAP ►! I1 1°I20VIY/E rDSITIVE Ok-hINgGJ= w <UN OFF 60HIM12 KoGKEIeY To CONVEY g aL s° o;%F 5rr>< IeuNo� ONTO srr� °° N. D. N . B LD G. sy E5 i I MATEp EXCAVATION 3000 LY TEMPORARY EROSION � SEDIMEIJ7ATI0IJ ESTIM?TED EMr3AN1KMEhIT: 20Oo G`( CONTROL PLAN ( GbESC r�_AN) REV/S/oN5 1,. �►'- N. qtp O*= c f �d_ ' 1991 - `rTIMSE PLANS ARE "APPROVBDw FOR DATE: DULY - JT. CITY OF AUBURN ENGINEERING DrMl ' DRAWN BY: CmL PREPARED SY: I RBGDIRKWTSSCALE � a P `zD MICHAEL N. ANTONOFF,P.E. Adw[oved By: REVISION: 3316 DEER ISLAND DRIVE EAST. �e Approved: 2- 1•s -4L r ® Pfe c ,r/ Rfv/&./ Z/,e/rr �Id�i SUMNER WA.98390 862-6763 - 5HMT 13 pl V, w � t 3 Q2 D 1 1-7 1 S of /o � ` I TIOTt a. .Ewsri�v; �K HATV4tLA,T- sRa,kl CoALfc~ 68 to �TwclF�hT wMs gl \ OFF91-fC Ci ore v A!J - I_ OFFICE - WAREHOUSE, BLDG. RETAIL BLDG. �xlsrlNq ° = - FF tw ,1u' V 91 LT W 1 \ r 4 = - 5(p q: I MAX 52 SECTION A - A ' SCALE- N 0-20' 1 '4 � J IFiWL7M i. `I - . RUNOFF M� 4 -� ,: HL�I. 1'°!At 4 G"raR�•fTc 0A ej T %ev-4j" o -- n �U it l IeE OFFICE - WAREHOUSE BLDG F =t,D 5G.� CITY OF — AUBURN WASH 04T F/,YA1. SIL_r m1mK rrAmc IMI F►1Fho) WISM rACKV- 'oK.�xL FWISH GRADE ' hype , ON FENGE 2'A4?VA 4VOA1 NOT'S: - 5b EX15TIW, G00A)D ��_ I. 1101.W-112'voomw ROCK WALL sk cLKOKroA"`Aw-^' DETAIL 1e9�A eon fro�M.f. 1'reawu or r,nncebLcry 1 I �Ib TAlD Ha . nH� 5 L LD9IrS Or TBE H6RMil. . . oHIT To NHHOn°LI 'p hIGINI10 olgtlJ,r or fJ N�IC�MT 6oM1T01••l ,SECTION B 6 ' Mw he E N ivrl a2f as OVATION u d h+IrfHaJ• 4' 6-HAN 2-!'Y►alirK rILxHC FvmWc MAT, ��. -l�+o-J Cioo°R GODOI� SCALE H. In- 2D' \ 2'�7.bird, W,W.r. - 2'A4'GF ac W?W� •�,4 MH1nWr.� y- ,s—MNLiIoLK uAvTMWC4i OF a 6 (�sor1"-lmoo•� (><.r"- I,+oo� W 3 r 5 Q 58 ¢•�p qee ewcHwl _ } I,I1. �lJ _T(P, C-9053 5EGr"4 I. R�-I�s wraLlkl4l� �pss -cHAN OLD� NOT 6p!.-1A6f.3;;, 56 FINIeN gears 3i — - — — u - — -- SILTATION FENCE DE?TAILS p,�KINC� LDT 5lD � � 3i FINIGiFI GIeAbE I - 54 54' - FlN14H gtZN:� - -- - - - - - - - -� - - - - - - 25YIC KSF.L=53.5 2 Mi. /1 WNp 25 YK 'W> 6L> 53.5 E)4 — -- - -- - - - 54- \ r EX)571NG G20uND I •�.,., ( •` ;,rt�-vww Z I ,r,Hlia, • .HbaT:a. 52 - 5Z 2:1 2" ! Z:I MAn Z:I MAa - ! 190NO 6-rm 50.5 66KM 60 - - - - - - — 50 : I W/w! 61Y" 1r�-�I,1A �/ 50 - 50 NUI:W rd PROMd J' FVIM' / - 9�CTIDN a- � PODND V✓DI-rOM Fjo.r ��`.• SGALE ' N ' I " � 20' NOTI WDNP t3DT llM �, c r_IL Poe_ 6[-:W /1 �rPc IL Tb k5r--- LEVEL_ C.1IZAVE.L EX. 12 ' GONG OLIT� r 57Ue11 VNb X GJ��(Dl� C-G W Top= 54.D 1Dp OF� LSEIZM Lhurc,x:gbE) MIN. 48' MIN. CMP STANDPIPE m ror� of �IL"fE12 SGA LE N I" = W''EL. 55.D OPEN TOP, CLOSED BOTTOM < ` V : INCASED IN CONCRETE W \ Y3Ele M EL=54,0 - I_ . ORLOW 0.5' . i h ONS � L \ ELEVATI CI KA #F Oo)0-q I C25YK) 00000 W.S. 0 ° LM N D N B LDG. 00 0 'so eaWATER TIGHT SEAL 0 0000 ED ROC WASH '000 GRAVEL CONE 4-1 .40 Gt" y ,sr) DETAIL SHEETo ° ° Zry°o°o o° 00000000 C�iG� YJETAIL) 6' PVC 5+. 89L - ° 0000000000 6' MIN. SUM OAUDW� �t LE. - 51.0 000000000000 032 CF4 00000000000000 IO00 r � -Rev/3b.V SIc y z1 "'W PVC WE ? I I- LI I I— \ ZNT = G RUBBER GASKET JOINTS o= T' GA. TYP., AO HOLES MIN. t0' O.C. d DATE: AUG- 1991 TYESL PLANS ARE "APPROVED" FOR CONFORIRANCL KITH PERFORATIONS SHALL BE LOCATED WITHIN 12" MIN THE CITY OF AUBURN ENGINEERING DIVISION'S THE LIMITS OF THE GRAVEL CONE Q ` _ DRAWN BY: CmL PREPARED BY: RL4UIREUENTS O 6'RUBSER GASKET PLUG I I I I°—I��I I�1 i - 6• CONC, BASE MATc vipcT�lc-ralglr: SCALE-- Rs nbrED MICHAEL N. ANTONOFF,P.E. 1w_*ovd By: .QQ.s•(A+.a..do ' W/ aRIFICE HOLE SZE -., _!> �"�.� , REVISION: 2i 4M OKIPICE =1 I—I fT=1I I— I I—I I I I COMPACTED GRAVEL BASE E EV ( NOT N0 WA7-er- T_A13LP_ O{35 12JE1� OUZJT-= 1 q O� I�Z) 3313t)16 DEER ISLAND DRIVE EAST. IOat* Approvd: Z - 13 -4z NOTES, BOTTOM ELEv. `�/,` 11n �/ �-• 17• 2Ev ,E W ��/o 9 L •y'A.-.• I 7'" _ .. .-i SF'1 EET T. PRONDE A IIIPRAP LHNED SPILLWAY, 6• MIN. ABOVE STANDPI OPEN TOP a 5D,5 f o V , - J� cT1 O� 'eEV'� - Peg C ' q(q,{A MNER WA.98390 862fi763 n 0� ,y 012 'D 11-71 1) pf-� /0 CONSTRUCTION SEQUENCE 1 . Construct road approach . 2. Install silt control fences . 3. Construct gravel construction entrance . 4. Construct sedimentation control pond iiiTN GaNypi. 57n✓crvyG&—. 5 . Begin grading site . Subgrade to drain into sedimentation pond at all times during construction . No sediment—laden water to exit site . 6.Construct rockeries per construction. detail - LE4AI AEX�'PT/o.v PARCEL A: That por of the ME4 of Sec 2, Twp 21 N, R 4 EWN desc a�aTT- Beg on the E In of sd ME% 1036.2 ft H of the SEy of sd subdivision; th N 1141.8 ft; th N 199.9 ft; th E 1141.8 ft; th S 199.8 ft to the Pm; EXCEPT any par thof lyg Nly of the Ely In projected Illy of a tract of land conveyed to George W. Young, by deed recorded in Vol 105 of Deeds, on pg 514. under Mac. No. 60908. records of sd County; AND EXCEPT that port thof conveyed to King County for road purposes by deed recorded in Vol 1220 of Deeds, on page 203. under Rec. No. 1797402, records of sd County; AND EXCEPT any par tbf lyg Wly of the E 3SO ft. as measured along the S In thof; TOGETHERNITH that per of el. 1 and the SE's of the ME4 of Sec 2, TWO 21 N. R 4 EWN lyg N of 4 In which is i and 1187.34 ft S of the N In of sd Section and S of the M. Markedahl County Road (Meredith Road); EXCEPT such por as my lie within the Kent-Auburn State Highway; situated in the County of King, State of Washington. PARCEL B: The N 169 ft of Lot 1, SIX 1, Civlstopher Gorden raT cis;as per plat recorded in Vol 23 of Plats on hq 6. Rocoeds of King County; situated in the County Of King, State Of Washington.- pgiC1CING MIN. MIN LOT C2AL e_AW- 2 61LT 3 FENCE w A N 4:1 Iz" IIN EAISiTING MAX 2I GKOuNr7 MAY, q• C •PA H. D. N . �LbG• � - pl=TAl L SHEET TYI9. �3WALP� X - SEC.TIbN E - Er � Dan THESE PLANS ARE -APPROVED' FOR CONFORMANCB MITp DATE: I-20-12 THE CITY of AUBURN SNGINELRING DIVISION'S DRAWN BY: %1.0 PREPARED BY: REQUIROGMTS tt Ju� SCALE: I"=Eo' MICHAEL N. ANTONOFF P.E. q,� a ��(► REVISION: 3316 DEER ISLAND DRIVE EAST. paw Vpproviod: tRn.✓ _1 3 — ADD Lelay .SUMNER WA98390 862-6763 5 1EET 11l 3OF= 3 Q 30 7 C) D / 1 -7 ( /o of /o A/oTE WHERE THE WDERGROWD WATER [SUPPLY TEES OFF ex. SS MH TO SERVE ONLY A FIRE SPRINKLER 50?51EM A &EPEKATE RIM, 51 1 II o.4r., DETAIL PLAN MUST 5E SUBMITTED AND A0PKOVED 6� I.E. ID°W 42T ne follwim morllwl. THE FIRE MARSHAL PRIOK TO /AIsTALL ATIOAI• LINE�i h (w) go on he piece; °'""'1 vee'• 'n'll °' •"°n k• All =u•t ct1<n •utwring for oti..1«. .t LEG"D gC`I-E 5HOWN OK INFOKNATIONAL PUM!rOJ0'j ONLY I.E.(Ip) = 11 W ° 3l I (OJT) 24"E ' 3l b P«lit n<utu« easel c. Maw ine•r Cr All vorb•rWlp as «LsrLla M•31 eanfon ib the ai�MaMl of • seMlmt« lleaMre.tr •vayr Cl[y .f Aubrnn'. requltwnG atl apacltiuilom. O�glmar m[on lla.n.ed pr.[w.lwal Civil I� �x !8• b. ecandara specifications Mall b lsu aRq •. S•g� I. Wring constriction, all public stra.G tljac«c .ndlfitl de Ma City ri agtera, , ANG Auburn'. to this project Mall he kapt .lean of .11 elp`�l = Ex6TIAG SPot ELEV I 11� �tGaarG eaGlG, .p.eltl4oOm, as hei.r1.1 deposits r«ultlm Lr« City. C qulr«rnG. to«iraeti«, « aireettl by the City. e41r ' FIAl15H GkADt EX. C CC UA51N A aapy of name Approved Pluu aM app114nl. tit, .. certified Am-built Graving. an required prior to damlopr specifications And Detail. small he on POh)DIAIG LIMITS OF RIM EL= 50 g9 sits Dorim <omcruttiw. .4jfeirialal Am-be ie amend:te ""sonde -s- 1•E.IW) = 4748 (g' e. • Dn-4mt uco4 .••ileg Mall b reaped Drtor brain. ' SURFACE STORM DETEATION NDTE I�IeO VIbE 121 Y� 12AI' TtkPElz ICU -f CIS( 0� AU`8• �'� I I b Gem oc-•Sb work !4 all wn11c Iw111ty A. ill ragulred laas4Pim shall <onfon win rat I.E.(aul)` col (IV) AatMnat- -I"Proj won r ALoNCi 37Tk 5T . N.W. TO DIIZELT CDN� n��WAY EX. R'� KeIOLACe EX15TIN!) GQRfE WISDLI7 D of auburnsontngordtna�., Mention so. la.sd. _ �& e`a a. Prior to .Lartam <on•tructl... n. Contractor tilt o, SD C>7geM q.INUSY-1LM PE.� ! 2 O ��IV�WAY pIMEN51DNhj 80� ES ADJU6T #ZIM TD MATGF1 6X IhT1N(� .b.0 411(arz-caul, (1-so�arxe-sees for uxilit rot tm s ee rip rim. cop. ".imomiMa l Me.w«c STORM DRA)A SYSTEM ( ) r,Ar, STDRnfI r in trick ut Amin, ,a east[ Mau r is t.th.a 54T IS PAGTI OIJ OF CITY OF=FI GIAcI- (2, [J. gDW COIM r� — - 5y C6EE 6HT 3) Mae. Power,(water, sanitary, ..wr. .ion .ewr, (1••1 Without •dairy now sections. > W, p«•r, eel one and L1evl.ion). Do JK� '` C5S CFI E-LD VB121 FY) b•� na ��'0.�T'�P'G^� t• Wring ce;utnRlon, Y:e C<ntractor Mall ba p' May All of ua«.nalsolas t� we1M1 b ad usttl attar asphalt Co* r SAA. SEWER ) EX. I e'!'G ley,rryl� required t. .«trol .-.it. atom water runoff b mains Pyfte iasphalt- w SK - :I„P�•�'�Z' ` - a4to.lonyta�lieClon <pekrroai of dr.i.ve r aDaaf«t«ncdp.tallConfor(no� slTCCi)r,• etawaa 2 LF 12 � r HANbIGAI� pA SKIN Au' a -I I TBM @ CBtI -CAn1TROL Cg CAE• DETAIL) Prxednr«. hall b wd* b cal A.C. or Dips «nhol. - V �� Ey pVC O.So°I. g utillo•. .r. rt `�11 PE 54 q' anc•tlom .t existing appnALats q. ill Connecti<n. of 6m l5 PM Pipe G .moles Elv bnGE OF I°AV�ME T ry B�e i5 33'E F S= It Mall b e t C«tractfr•. and locations to .d. ter., or Approved r aim .lm the a-. Alwatiom. as items Mall of P eq41. RIM° 55 bledno ntllitiea. all testae. St«i Mall b W r. the «xtMom laying 47� smlm.r'e r..pn.tbtller. Wr ape Male. Mau not .a«.e v Cf(,) = CUIC3 C N .- ring is •• RE OVERFLOW° 534• A. 6f.tinq pv«Mat suzl.4. Mall b .« omt toll as Pipe. A - daPn win straight, onifon edges lr l.tb. (1]•) seddlm for we pi hall be 5 s Ion uMa �W 51bE WALK G6 d '1 C5E omt from the edge or «4v.ttom. All j.inG cnh.. flock four Sinner Pipe alnlaom east to I. _ J9(, ,Zn6 btwn the n.v .a original pammant .Nll b Sntnw (s•) alnlau. over pip., ea pr tna city of �•N VJ PM .g �i DIP gtncen win «PhAlt w1.14 (Cps-i). - IMP. PLAN) YJ C P/oE !Ne Gowan at.a.ra Wcau ft. cow a. Ih' (SEEN F ST. :: 5'N6` � M �L 1. The C«Lracnr M•11 1«Gil, i. padding for concrete AM ductile iron pipe Mall '(D - • �1C LpCA '0 5 1-I-4-5101 ill .t nD1.=•, or r.toG by b iwo men etnu• irusnch Rock, I. tna« (a•) v�nWFI2 CDNN _ - �' m:a. .. .hown on the pl«. or .. •r[.<e.d I�GN� _ S� OR CCn� MP-1)ttt4, het' aini.ua user to six 1of hu (d•) .rota« fort the (OUT) - 42 I •'•IVAC „aRl)• Per tee tier'. 84aare daeall (No. pip, am per n. City ft Auburn 9GM•N Weil Pj eY�1 �� J E .goy--o• 1 �¢ LTN /3 SI Tr-Or rp f l be in «. e.w.r, wee •a e.leDnwA lame Mall{H > 1( FAD qt M.N. r_£ f•1!y / trench win A einfeu. horimot.l separation from u. All iwp.rted Pipe tr...h bekfill Material tau L.YIE other utilities bf w city b of Auburn. •A• a.nk Aura Gravel, aaiutl �y p«er, vaGr, rtora) o[ LSn fast E E A HOW Sou `I• � (s,) v. Pip,er«tn btkr111 «e.r1.1 within the f�ae..d s 19r�Cr0- Y> gn�SAN6R + g DIP - _ ✓�� py. P,P-E ` PYL - (/}(L E' PVC ` . n` l 3) rigbt-.f-way .hall beipndltuch Mi. i�cmMod se e 2• T t C Y when <omartlom I.8 E�UD CRP AS it-. AL E IHST^ �. C5E6 5, ' (D PVGLF o q !'BIOCKIA(� NYD. D^may At3- City .ens. 110 L C6 0 2 C18W1 \Z • ID Z4- ( 3 Mr CMp CSGF RDg L CAN. NOTEg oN 5MT2) R' - b t 10 y.i I�py Siw+a"' " 9• .i W J @ S' � 50 % W� 2 LF 24` � Chip h'711l3 IBI V 5 = yw QY2Y• -7 ,I.O •� ''� Q eb4 Cb TE P73 lie O5 r'KDM rof, or 3L` Vitt CS NZ to VENT YII°E l� N W 9 5 LLS @ 9 F)K yAry y .`dap @5 f5 RT '� ,n '�" jp3LF 2.4 (� y 71 lv CPC FRflM3 g• ' --• r� al. 9 9V W' lt9 1.0 /e - 4 , ID•,_ ID EK AI l =j= („[.D VI s\�.\y p1P 7' a. atom 11nw Mall be laid to the gr«es as 2) A fo° 4' Q CMP •O k \ al.v.uon. .noa o n n. dr.rtm. .a .eau Not be d1 6 hp NKL61e MAO )04 LF y s / y G R r�ang.d without city •wNr l parr .tom 11« u E ( N 4 2xl CB 4 448" / pf! 2 r �q:bb \ CB`L- \ nstru b. Contractor Mall cocain p Z / - GRie.TtE+j6 - \ �• ' N ( ``//,�1 Ri ti G TE- 3- �04 io'�n.crucelomnu. Irw the City oe Aekete plot Y 1 RI 1 p d .f•I y / 7rr� ,l <. All «molu AM earth Matra in public riMt-of- q4 li 1 LE �70- \ - .E.= 4$- «y or «•.•.nta Mall he adfu.tw to final grade q. r I 6' N )q p ID N after fl«1 prim G s.owlets, In arocclan4 win 9b 5 6 e e s' ;n 4� Ip0 c• SYR MAX �1 POrJDI 40 KA 6ES 14 tea city or aubn•. stlnrrd p.Gu w. axw-1. PM1RKU53 0 L \ DE�CATED�17D I G EL n PLAwS/ N{p'r\'� U, _ C!N OF AUW6 5. no ffll«im additional nwir•a•ate Mall also apply: _ b C8"`9 -TYPE 2- � a. streat cure. Mall he pinta win Lomita sto-n .' 14:.:::'.. .:� )N 4 GRATE 'S6 K1Ply - • .\ (� ` (yellow), five fast (51) from ••eh eta. of all = cog drlwery •a is fast (ia•) math sift or all rim ZQ b. no rim sprinkler ."ten Mall be in accordance I�f ?YLT L�� N yY4, ,P with no city of Auburn Plan of b.i•tl M. rote. vt, WITNit� v 1� N -'L 1. A Amen[ Dmin line a MO of e a rim ed to, C�d±3A�y And approved from ray «m ire. web «bntcto to, a approval by no Iln Hershel, prior to wwAA qq installation. M C. Moor arAim na Mall be diet into the area storm � I6 _ ,� •[ Met« ram cystba zf a tightbe Ili Mann.. (68 .fitme er to mini. in 1t •Ml1 b llh J 42 n / 1✓' y G \ incnec (a•) dno tardater in else as Mall b g 19 v etnmtch to n. moth drtai.mo.b.. C. sytw � 5B a � (g ✓ et 4ttn brim or other «intwanw .tn« gj is a 4A TfF I o t FUTURE I�Cl AIL p ��Il\AA�C� �xir Floor•dni« as Dr.im from nor on area saws to W P hTe 25 -i DO T=-T"= BDt)ND TRRFFIG ccon Potentially whe.tt to pl. t Mall bs WD c I .It �l�E_. GRRTE 64 / 5(y 2 e.octl il the «nano ..ter nawgb « N / A Fr Q` tLt1�AA.4 COnISTRgCT CITY OF a�ttwrs.p!«trr .e«raew .. iatuetl I. I.E.= A t p )col EXISTIIJG @ 16 AUBURN TYPE C" - r - L. an 11 be in a (rear meant) salary,, C at applicable, ro GE O' U.SU DRIVEWAY CSEE M.11 b in afffra«4 win n. sty .f AWunr v OF PA NT 5` a.Gu a. sacs-l. 0 / I :k HP A>jT IMP. a ofl _ PROPOSED OFFICE - WAREHOUSE CA- O SGNAGE RSDUIDE ( e - �1 20,D4(o F-f 11 -• � ' NECESSARY 6eG,IN PROJECT SITE 5q b — 1 Na 7w h�we-Om 3) H 1OIOQT WAY 6' MIN LAND Y M.D.X. Pro)sct eat CBS 8 ' J r.POUTH i'120pEleFY L1N>✓ iy, \ GRATE= 5`7e C s1 - TYPE I-�- B�LF (o"(� G yyAIN' o_ ---0 t7121VEWAh- VIM fAv) Gi' - \ LE.t 5(s0 a Etc. P.P. (p4' @ CUIC6 LqM 'A") 3 TE= 5:- \ 5117E' SEW @ CHAIA) LW I.E. • 4- rl `> = 2 .O% sty P.P. �i h= FFn10E a k In ) L 18D n s I II z1, y�. � I/lc /n!/ r y a I R MAP • - a11 s•D•B, PROPONENT MEBERT CONS? 85Z - 795o 5NEET IN17EX 4302.- ob" S7 NW SHEET I - 51TE fli_,61N d \ 10' LAADSCAPE PLAAITEK 1 '• 1 MnX. cuT �W AUBURAI WA. 98002 SHES-T 2 - MTAIL54EET SHEET 3 - W. VALL.E'( 14WY '/2 yTKOeT IMP. �1d4'S5'24— .SITE ADDRESS Nol.5 AFST V I A LLS- Y. 5 44HP-Lcr 4 3- 'ITµ ST. NW I/S1iTKEFaT IMP. / PARCEL /JUM6EK /. s• 6 2H6ET 5 - SIIGI(NININ(GLAU NEL.='ZATION FRO IDE EXTRUDED CO ro AROUA)D F_M\1ZE. PGICIM67EK ZOA/IMG ' C • 3 (OW SITE 4 ^DJAC-51-4T) of PARKING LOT t PI.AATER AREAS y dD rn T• T' S SE.AWN MARK' CHISLED 'x' 04 NE CAP OF NUT OA s P i FIRE HYD. e SW COPAER )AT.. WIVALLEY H D H f3LD G. the 41 k MEKEDITH ROAD 6� 6" 1b EL=5329 (CITY OF AUMPfA DATUM) STDRM DRAINAGE 6 UTU Y PLAN "THE STORM DRAINAQE. D67" TIOM NOTE: A) ALLSTORM DRAINS WITHW DEVELOPME& TD BE 5k SYSTF_Ar\ HRS BEEN CoNsTKIJMD "f QANFOKMANCE WITH STE.NCILSD WITH " DUMP AID WASTE, DRAINS (69E SHEET 'L FOK LEGAL- OG-C ') ;AC :W 0040 - %'I ME APPROVED PLANS AND IS FUNCTIONING AS DESIGNED." TD STRE-AM 44- 04-1`I --1I 5) ND FLOOR DRAINS ALLOWED TD BE COAWF_r_TED NEV B - PER CA-fY DFAd6 31,441 Iz °THESE PLA05 ARE AS-5UILT AND141E. INFORMATIOAI 5HOVW TO STORM OR SANI-CAfY SYSTEMS. 1 l:ti ( �A• �� g "' ^ `� N y /'Z/5, ACCURATELY REFLECTS EXISTING FIELD COtJDITIOA5 AS OF C) The project 's outdoor lighting fixtures shall be 1j A DATE DULY 1991 E PLANS ARE "APPROVED" FOR CONFORMANCE WITH THIS DRTE y* !a " i y> aheilded and directed to avoid light spillage I T1� CITY OF AUBURN ENGINEERING DIVISION'S L THE VOLUME 03 STORM DRAINAGE DETENTION onto adjacent properties and to avoid glare for DRAWN BY: CtAu PREPARED BY: REQUIREMENTS OLU Q.' IS 2OLU FT motorists traveling on adjacent streets . SCALE: I' -ZO'REVISION: MICHAEL N. ANTONOFF,P.E. Approved By: '►M..•i•t/ " 3316DEERISLANDDRIVEEAST. Approved: /4-G -4z SUMNER WA.98390 862-6763 5H EE T i of 5 2D11 .71 / of /o Q 3a � z = 3 z z N 3 F N NEW O e G 3 z o dI 15 ? �5 W IV TOOf (PIZ 5(P NI m E. IJNeN KDAO EX Cg1�bIND F 3 r Z C1WT1W1� \ r NEW GkG p 31 N m k S.W. be MM // F_7( . f�A.D p rMAY, 5 OLI MAX ( Kl I New W 4 C, P IAGE '2" 0 �INl�hi GI�Rt�F0M GMAD& 1D1a of 3(," OM(05 NEW eogn —�(5 58 � 58 52 New 1iono / INTo c� 54� 54 FJ( . GROUND 2 I NEW cEU ky.W,I�KE 3(a" DEI71ic' MAx NEW KDAD \ EX �� - — ' 5 LF 1'r b GV "- Ofi'la EX RDAb (�► �0 yV 5(c � q161 5D 52► -— �62 _ �whH G�ADG SEGTI DN `3— t3 �2oM 1 I; • CS D_uWD SGALE N: 1" = 20, C6*CY 55► -- —♦cam y : 1 n = 2, 48 IS LF t.F 12" 50 50 SEC T I DN A -A '� hT(1b S EGT I DN t7 - l7 3cALE H I " = 20 ' @y' I'O ° SCALD : I" = SD ' V I " = 6' 4� - ,�Dr gIeASE•5o.�5 IE= 4'T. 10 cb_1WfL 6X CB ((I?ftTE = r IE _ ¢-r. (02 � lag CATn IIABM gleATe - 5o.�a �3 \ r-Im I 6X . CtleOUNb MTER tle: - .5�3 E = 47 55 y- FAIpx KRa,ETat YD- OVE12+r1DW = 538 T 3 OENT SWAMI. (/" GEM. CoNL, uIKI9 bEf7 cvea _4Il_6v,'F2ot ?_ — 3 o1W test' \ 3 U.V. e-11-5A DIE EQUAL 2'CCgJd "B'AdVNMI .. ,. ` ° 5 /�ROPoS[o S/DE wa�K / o -q TOP � 50.0 ''r� f• 5' A le UN) = 47 .5 ..*A :; ::.`: J w or- WP/ fYK 5 ►- S - u ,� NDT , FABRIC I E LOUT) _ �4-1.25 1AaCElr ORATE. % �y , M ('1 \ z) AWFrurS W/ 1alanApE WOK. I �, I ' .TQ' Ctf G,MYtL I $ A gTurt -]'� "�C- ONCE CRuswa ROCK PIALEIrE/1T PI AN 6ecl_ION G- G '� G " GG.+Ss BP- aRAVCI: Sv,/NA't fct LANDSCAPE //A+/..R PROCEOES FOR MK PAVNG MVM -•----'� ORATE w/ rAenC A RFNOVE as Oa1RETFAIG n aANSTMDIr • 6GALE H t 5(n — 5� MN INg WATER Tuat7. : I = 2' rzA,«s < 3• A.4s"s) 2. p.r;( I �qgp TYPICAL FAViyt V_Cr16AJ . 3/4 OR LESS WAINno ala»m w (p' WTiI WA-1FC }BAR Fc /Nfj L'r' pocc L M4e n rlNl<iN G�AD>= nTa rAfRKDEr'TIE N>=W GAG c h.W. NO-T1= ' MRY�E 12+,Q'1J4 GENDINCd SLa %L /��D(uTCCT3(¢P'IFIC /1'I�x�t TZOK. 11 SOIL +% SITE CANOITIONe, SroEAM4C '' .. // 5461 EWRn�54 .' rB JAA7'LK ME�e PCAC MBA/ T a� trX 12DAD Water � j _ L A / SEOWENT w/ Jaif ' or, \52 ' i ED 1' M0E B IY1ER LB SEGTI C N - r '"` gCTtol, A-A Plan View Oil Optlal AREA INLET SEDIMENT FILTER SCALE : I I 20' O LEGAL DESCRIPTION �- PARCEL A: That por of the NE} of Sec 2, Twp 21 N, R 4 EWN Sludge Outlet OII OOtht� desc as foll : Beg on the E In of sd NE} 1036 .2 ft N of the \Water Outlet SE} of ad subdivision : th W 1141 .8 ft ; th N 199 . 8 ft; th E C 1141 . 8 ft ; th S 199. 8 ft to the POB; EXCEPT any por thof lyg TR WMarlMlat Wly of the Ely In projected Illy of a tract of land conveyed i.z,.,A., c++e.LL cwFocvl Water Inlet to George W. Young, by deed recorded in Vol 105 of Deeds , on TO iTrCIF�+`T bHS pg 514, under Rec . No . 60908 , records of ad County; AND EXCEPT - Qrn El ` S53 D t{210 COVER Section A.A Section MO that port thof conveyed to King County for road purposes by s deed recorded in Vol 1220 of Deeds , on page 203, under Rec . Max WS lauaiyq + YMRED 'DRAIN' No .Wly of the E records ft , as measured County ; on the S In thof ; TOGETHER- WITH that por of GL. 1 andthe SE} of the NEi of Sec 2, Twin 21 N, oJp S V + v '�- ADJUSTMENT MICR I A R 4 EWM lyg N of a In which is pllw and 1187 .34 ft S of the N ' (4"NJ el e"I sax.3 Separator Vault L J e M,N�wcY. In of ad Section and S of the M. Markedahl County Road (Meredith wex;a^ro - oll Innueasep SeparahnT• �� Mfg.by ► O- Road) ; EXCEPT such Y o'a•+ARRv OFFfE770► fI.AL Mfg. by AquaTand, Inc. ) por ae .may lie within the Kent-Auburn State STANDARD GALV. I tl !TELL LADtOLR/ Flow Baffle L Highway; situated in the County of King, State of Washington. ('Att. STEPS D .Q aQ ra'CAP, RUBBER BASKET •, Sq.Ft.of Capaciry at Capaciry at Plan PARCEL B: The N 169 ft of Lot 1 , Christopher Garden Tracts , as [ EBMIn .025 .050 Water Oullat Insert Atedel Separation GPM/SD. FT. GPM/SD.FT. •A' -r "C• water Inlet Sixe water Outlet She Of OMIet Size Sludge DuWl Sin Elevation water MMMhn per plat recorded in Vol 23 of Plats on pg 6 , Records of King 14ACKIC' PVC TEE i. EhrahR Countys; situated in the County of King , State of Washington. a RUBBER GASKET JOINT$ 4-Mix. [ llw. IKNCE 10 25-SA 33 0GPM 16 GPM ZY 2-1(C 70' /' <" 2" Y Max.Water Surface -Typical BefL11LaKL IM Elevation EOillevation ation lnwN S a [S[VA4g11A 7.0' NFfA 200 50 GPM 1w GPM 48" 7T 66" d" d" 2" Y w A.C. OR f./.K. YANN(lll fMBEa OaMY EIarMMR ADAPTER� 't {— Nw G.ZS ' f77-fA 301 75 GPM 150 GPM 56' OP 72" 6" fi" Y 2" NTi­SA Saa 151 GPM 300 GPM 56' W 72" a" B' 3" Y R FL Ww'� • ? 612-SA 1ne 300 GPM 6DO GPM 82" 154" Or 10" 10" 3" Y H D H 5LDG. ~414k G-41I ♦ I, •� y MC /MEET Z 712-p 2da fi00 GPM 1200 CPM 92' 15Y 9r 12" 12" 3' 3'INVERT EL[V. , INVERT Lily' 4-7•SS t11-10SA 32w B00 GPM i600 GPM 115" 10T 12r 15° 15' <" P I�ETAI L -I>=ET 4T SS E-29-SA ON 1150 GPM 2300 GPM 1Ir. 1B6" 12T 18, 15^ /' r Section C•C Section D-D 'A-L'+ %d7lotN . WAArteslloCR ..ra a FS 1,Allow Capacities a r Based ON 55 Degree Angle of Inclination FA G#F 0040l- I PUS W/ IFICE �I 2.Larger Capacities are Available PLUS w/DRIF�cE -• - 3t-DG3* D4q�-cl •-HAM -w.ueaKu. CITY Of -- -.;•. . .. '�' ri DATE 3_ THE[E PIANO ARE "APPROVED" FOR CONFORMANCE MITB alo- AUBURN WASHINGTON S !� 'Ae : - ,d THE CITY OF AUBURN ENGINEERING DIVIiIOII • �•+ 70C :- -Won TYPE 2 CATCH BASIN REQUTAENENTe 4 DRAWN BY: PREPARED BY: Ae, t9aa WALL CONTROL STRUCTURE SCALE: I}�i NOTEb DETAIL O MICHAEL N. ANTONOFF,P.E. Approved By It (10• YIN. DIAMETER) -,w. REVISION: 3316 DEER ISLAND DRIVE EAST. Date Approvedt - 9z RaY a wcN.MtA16 �F.-H.'TNAN -- VoT alTYPICAL CONTROL 1qv SUMNER WA.98390 862.6763 DISCHARGE STRUCTURE - +,� t° SHEET it_ 2OF �J I_{ _ I 92D ll �Jl Z of /o qo ►� - 4 2D 37TH ST NW HALF ST. IMP Sr=GTL0IX1F akxsa Lrn wraravcrloa scree 00 80 1. equi em eemaral Construction Notes for general r requirements. x. Water lino Mall be laid to the grades and elevations shown on the drawings, and shall not be changed without City approval. 10 3. All public water mains shall have a siniw sewer of a] 70 00 \ /EX1�1fING1 S cA LE- inters (evi)• . \IX' ' 20' a. Water .notes shall be per hall of Auhuem standard Detailed 6•' �JLnGI Location of rater n, upon. shall only W f the City.as required \ CURB F"INI9N ? during for shaltion, upon auEngineeriwh of the lo The gKAY7E � T13 M.'� CNIgELEl9 x ON N_E. d Contractor shall notify the Engineer rem exact locations FF= -� (00 CA Nu-r ICIKI✓ pl VOWANT �c are determined. (00 � - 53. 2q a. Contractor shall obtain all necessary water service GITY DFAUT3U)I DATUM connection permits from the city of Auburn, prior to construction. L 6. All valor boxes in public right-of-way or easements wall M l IA/I�G EX SANITAKY r5�f�K M4 ' IQIM EL. - 51,10 adjusted to final grade alter final paving is complete in n�A.IN N ' INVFc III IN : 10" GQN. accordance with the City of Auburn's Standard detail No. �50 _ INVEYCT IN 2' CA FVQOM WE'T EL= 42 . 11 s1'yt-1. N rz Q We6T EL= 5-7.00 TYpE I G @ 3+ ID- EX 65 MN LU I0 IINV TO N TQTN'. DON. TO EAFji EL_ = r. irrigatikflovon n devices required with nire ledpro per the and 31 'L(o irrigation systems, and to De installed per the City of 21 .13'LT C �( GAN Auwrn•, o.catls. WI VANED 6,WATt: \ 3-1TN '1 NW' cX g i, � 50 GJEVuEf2 STUB To SDuTIH a. aEerestatie tests on the her pipe line shall be sale in 5TU 6 OLIT 12" P�VG TD Brx e accordance:,.in the •Procedure for Water-Pressure Testing EXJE5 )0 Water Lines• and the latestprovisionsofAWWA C60a, except OF imrm V6MENT rJ I O+00 - W. VALLEY H W Y asmodified herein. All equip" t necessary to make the 72 CIO8 66 54 s,p,92 ST. test shall n. rurnianw ey tea Contractor, and the �55�G4 60 58 56 5=050% CT`M 2 I 4+00 3l5D 2r5o N $2° 15'33"� contractor shall conduct all tests under the su [vision of _ _ ¢+oo _ _ 1+5o NeLl 15, Sa" L +OD o+5o VI4CAIe E wEngin _ _ -rT�uF�PVC71.1 /00 (a¢ O . the appurtenances Pressure tests Beall be code on all piping (� C60 A T(1� I-G ( and appurtrnamma installed under this contract, including EX) ( h aI,) W/[ONG: SIA INC,1 ram• '`'1 � `'� 37 rH S all cor.:.nctlon to existing meins at a minimum test pressure s= /z.o Ya 15 + IS LP S" ¢ nIP (EX.) I +DD - 21.13' LT ANp P.1? N KOI,J of ]OD psi. W/VANEn GKA EX G. t. SAW GUT EX. R�l'ff T, N.w WK0VIYJ- - 71• KE�.AGE s 1 r AWWA c sot. in Disimfeelima of the new rater systms shall be required prior I 1 Adj 5HO ( to connection to the existing water lines, and shall M 50' MIIJ TAKE . .r 45. M -�QID Lt: I2 L �i19 X (R A KIND accordance with the latest provisions o MATCH C.X . AhpHAL X EX. _ _ D. Blocking or verb horizontal bends shall be per city . . . . . . d-o-o- - - - - EX O•ATCI-1 SIN iZIM EL= 50. $ - ;,... . 1 /•. 1 I 1 M : vertical and n - _. i � - - .. f - � � . ,� 8 0[ Auburn standard Details. 3+40 $ ENI� CA-p - >3 _ _ rr - i2.-' �Lp . - - N✓;l+/ n X IE (IN) S t7U GTILE �ICOM SOLATH WChT 6l-= 47. �J-8 CTO gE REMOVED) 2" �. . gGhY / 41.p NEW CU GUTfEJZ 1�IEW COLIC . SIfoE 352 .10�' �� - - �' SNT �2 IE C0.1T: 12" I�VG TD NOIeTN Ei,= 4-l. 03 IE (12") IN 1"IZOM WFhT ENL� NEW GAi� (Ex4 56fp � � STUB 1 " � Z TO 52.0 E • WATG�2 rc t �C.12" b1.Y ZE LADE KATE W150LI17 mad CU12� f;GUTT .p TO �EA) - WDI P_ 55 C.5Dlo (0.) \ - �qly, I � A19JU67 III TO INhUKE 10KAINAC.IE INTO NEW TYY 5) 2QO CL.r.) 0"Q> VI. p 6"� � GP ChEE YJE TAIL VL F�l b NEW 7 2+40 \ - 4 �'J, r SflT 3) gD' KOW INSiTA-LL K� AtI 56.1 INSTALL GIT`f D�AU Kg.STb.jI0&WALK x.) 2" 15EHINO 51 WALK+30 74 � C�EE 1--110H S� M-AIJ COM, 0WIVEWAY TTI�E "C." 13Y 1-5.1- � L CD•\ _ ' 22 SHEET 170 � 60 58x) , C-rYP. 2 PLACES ) NEW FINXE T 66 64 (5EE 6k�T S) \ NEYJ 51CAND�� ST- D _ 56 12EMOVE 2" B•O. 54 t-DCATtON W1 MINArc- r 0.5' `-+AW T E-X. Eb[„S OF" A2SY 4, ENO CA 12" 61;:011,3D 52 1 ap' r ASI�H T TO STWAIT C-_Vq_ INSTALL 12" X 0" 5119E WALK (SEE �I I. to '. ' gx. m I/4'/� VAIZI ES TACK K I OIC TO 1�AV I NC+ IeEl7UGE1Q LI CxHTINq t'LAN -C =III - - :5 MIN NOTE SHEET5) WI 5OUNI� II`DWeW_ Q LICiHT CO. TO INSTALL LUM(NAIeC_S 6NA 1 7YPE A . ASF�FiALT ON I<ELOGATIDN rOVI I�DNl�t2 I-UKSUAt.1T To CITY GLIL��� 3"GL. "�S " ASI�I-IALT coNCIZEI-E 1�AVEMH.1-r O� RU+3UKN 6TANO4)I £ SI�l=G1F1CRTIONS. w`'' 5EE SHEET 5 - I NEW 61,4"-,w,� 4" I�"A5E 5/8" CKUSHC-O ?(ODIC SIbEWALK 0 .' SUB t A5E-= c.OAI¢SE '�54f�(K IO.iN "GRAVEL 5o vo T�Ip N�lL�- TIQ� -T 1MfKf4E.MGt4T 37�5T MIN,. .. J , NT 5 si_: US IDS . : : : . . . . ' : : . : : : : : . . . . . . : : : . : : . . . . : . : - 5EE " hAVEA'16r�T' THIGKN yJE51C,N MANUAL' piCEPAREp ( 74 r.: _. __.._. _. __. _ _.... __. _:..: Tl-+6 GITY OK a.tI�U12N I'w....._oc_�r, 0. _ 113 [q<lo , i:=0 t2 MATEl21AL� . _ 4 . : SIUFIC-1k-Y'IDN -C1 •Ec_OMMENbE�:-Cg14-vn;u1E @_(;;5) m . . . . . . . . . . . . . . . . . . -- 701F,.: : : ._.: ..:... _._ _:. .... .. .:..: _._. _:._ ...:...:. .:...:.... g r70 - J J . . . . . . . . . . . . . . . , . . . . . . . . . . . . . N sue; w 1 . . . . . . . . . . . . ?? h]I -Sxreex 'Improvement Plsn �. . 1 ) Upon approval -o£ .Street Improvement Plan contact . . , . . I . . . . . . . . Public Works ;and :s . . . : . . � . a � - P City of Auburn __. ........: . .... ...._ _. ....F. ................ . .. .,........ > et up pre-coils Gruction conference 66► . rVI IF I+oa �66 =� . . . I - : . . . : . . . . . I . . . . . . . I . . . . . . . . . . . . . . . . . - : ie a . . . : . : . . . . . : . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... _ : _ I �L � Cj4j 2 3 2) Locate all known existing utilities in f ld . Coil Underground . . . : . . . . . . '. . . . . . - . . . . : . . . . : . lee 0 al - -- ++ Utilities One-Call 7 @ I 800424 5555 N . . . . . . . . . . . . . . . . dims i ' _ . , _ . _ �3) : :Begin construction of sanitary sewer on West Vail Highway EXlG1C1NC1 'q[2af7 : � : p� : . . . . ► * . 62. . . . . . . . . . . . . . . . : . . . . . . - L27 E� E. LCC-T......:..Sfy .. ,...... :...... .. : - - : - QG 4) ._.Relocate existirs ._.fire fhdrant� g y p -Sauthxreat corneryof interaecttonMIN VE : . : . . . . . - , _ :lyb K - . . , . . . . _ . . . - "fl . . . . . . . : 1` . . . . . .. . .. . 5) : :Install storm drainage system up 37th Street Northwest . . . . . . . . . . . ? . _ + 4K W¢TPZMAIN: n. _ 3 55:ENID /D : . . . . . . . . . : : J. . . . . . . . 6) : Install water line on 37th Street Northwest - 3+ o0 ENl7 2 :IPVL l `: . . . . . . . . : : s: lU 1. \� __ .. WA MAIN. E ..0 .. . . . .......... _._....._.. . .... ... . :. _..... ........... ... ........... . ....__..... ... . .�. __._ _.__ ........ :... 7 :.:Re ocat _ai ___ - _............... JO. XT_. Ar<'..ENp. . . . E .+ . . , . . . . . - . , ./�. . . . B, . . . . . . . . . . . . . . . . 0. . . . . 4 ) L c nstleg._.:Po.ler poles and.....install Iuminar.e.s._.ato De ; CWS.O. : : : . . . ... G: �5. . . : . ` { done by .Puget Power) : (Contact . M,• Howell 7A) :24icYf4leI SV4,Iy�L. STEWUp : WiAAE: (S EE SN.Edr S-) : : : : . . . : : : : : : - :TJy6 VANED: Z�KATE : : . : : - ' : : . . . . IN IG�(-L �f,°AtD : : : : : : . : . : : : : : : : . : 8) Install all necessary utility -ez Centions into -HDH site - . . . . . . . . . . �� ' . . . . . . . . . ate with �cther underground utility companies for ....... _. ............ .... _ _. _ ..........._2.D0 LF....B.... Y211�....... ___ __ 9) Coordinate _......... a .. ........._.. .:...... 54 ► - t54 talla$iOm e.f_.-their various systems , ie; Puget Sound Power 1Re . .WATIQ- MA1N. . . . . .4 _`� - . . . :& Light,. Cable :T.:V_,. .Natural Gas :, :etc _ ; : : : : : : : _ _ ` '•!„• _ _ _ . : : : `----- . _ _ _ _ 30) - -Construct cuYb, g utter and sidewalk along West Valle) Highway ----` :and 37th .Street :Nor thwest 50 - - . L- _ : :Coot r:ac£nr: is iespansih,le°:to Lnaere no sediment-laden water : : : : : EX I'�. P F IZ .ms'V SIOK.3 : IZ(G:K):12" NvG L 5K11f 1 : discharges into the -631 dra i . - . : . . ' - ' ! . . . . . . . . . : . . 5=f - . .R8 . . .1Da8a .ey stem.: (See :CB :protection : . . ! . . . . . . - : : : : : : : : , . +:GO:- �. 0 _ detail) . . .Contractor to use standard erosion cart . . . . . : . L EN F . . : . .- ...,, . -.,..,-..».7. ®:9=.0; 50'/., trot measures ds C 2 ) X: . 1? !1 : :VV;dcT�. . : . � . . � rteeessar:y :in field.. : IrEepector: .a»d Engineer, reserve -right �to. . . . . . . . . . . . . . . . . . . . . . 6EC11N wNEW g" L�: DI p : Pas urea; -as fieT3 :conditions -dictdte. ^c _.... _.._. __. .. ... .... . . _._. _._. _._. _ . .implement- erosion -coati.oT id . . . . . . . . . '1F7>/.:. IO ............. . ............ . . ............ . ...... ..._..... ._.. .. ...... . . . . ...... .. . ........... _._.. ... . . . . Clg. r� a: . . . . _ G�aT48: 53 3 QFI w TYhE I-(, CA N :eAraIf I . . . . . . . . . . . . . (f . . . . . . . . . . . . . dt : . . 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Approved !y: � NEW C� (SEE kOETA I L 5 F{T•3) DriO ApptovAd iZ-9 z 4+00 3 50 3400 2+ 50 2}00 ► t50: . . . . I +00 0*50! OtOO : + ENlET NO. . NO. DATE DESCRIPTION MAD! ET CHECKED - SCALE : I " > 2o' (H) DEEIONIO: M.A. LL o.•%0 "PREPARED BY: MrcxnEL N. wNTONOFF.r F. 37 TH SIT N W. 4 OF DATE : IS- 2011_ CHECKED : M.A. 3316 DEER ISLAND DRIVE EAST. SUMNER WA.98390 8624763 k (�ovk171aor7 �R �aD -aI HALF STREET IMPROVEMENT PLAN DRAWN: APPROVED : M-A. 1 1 83LIOfj #K 04gC1 -III ADE NO. EROSION 92D I 7 ! 4 of /O 37T" ST. N.W HALF ST IMP 30' Row 0' SCALE II' = 20' a' I .ml o-, , a 0.5• , Arp yl EX. 5-0rA OF /jSP LT '(0 gTRAII EDGE '�4/FT VARIES Z aMIAI. TACK PRIOR 76-0AVIAI(i- 111=2 }YI'EA CURB . . •• , ,e.iw Ex.N9PHwr 4 GISi r.- AE,W � 3' CL "8" A°PHA.T COAICRETE PAUENIEW 8 x4"?HICK SIDEWALK 4" 6ASE 5/81, CRUSHED ROCK 31- ST. N-w- h , 6" SUB- EASE COARSE'i pA,U,e RUN GRAVEL CL.'IA" } �AWCUT MHTCH un}e * ± - o � o+oo D\ti 'CYP. HALF STKEET IMPRDUEMENT 31z; S'C AJ.W. M m N N k h 3 n 2 a N ^ n va N° _ rs. F V t9 q h h b h h gx . 5/or m SEE PA\r-/Kn}C THICKNESS DESIGM MAAIUAL" PrCEPAi2ED 8V u v y' ,tom. t IV 37 -(HE C\TY OF AU6UR.Id P,'A t)C, T. OCT. 16, 1990, FDr /V\RTER\AL p a -o _ _ _ _ p .q 'A u' y so C7-YP.) p" s - Npv SF�LIFICAT ON (REC.OMMEnIDED ebR V>tLUE @ p•5) �v'^��_ D •'' �EaC GB I6_l ILoMIa. 5 b\O I 345 _EN.o :' P.wb"Ic56b 'S ' o�%/t= S'/DE�wMue, , L - . ' , oP,b'S EP .-'�..,L✓,A/,G. 6ii tkJ,*AK ' co Fa 4o7r6e 0 v +l. E4 y fy 72 "¢ /VC 5]DA:.N tAwiN' .' '31 45 £No I I PH�SSY� :foe cvAce . , EX • IAISTALL CITY OF 106URIJ S.A. 9nar /N5rALL /t" I m P O C. �X POST IA1D. VAlU6 Pi,C6 STD- COO. DRIVEWAY TYPE "C- DQA/N vAWE Fc,C siic� •- ' } 9 HYo. DIM A ' 6Z, 57V85- PRe✓AoE 6+Nr50 — L1 .l�ooKG,�Y 4 % H/oN- CGFA4ANoE Sf.PStYIER 1�_ \ ' y\ (JbQ PRAV/o< K£nl/N/N 6V". 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I . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 ST& ,1`T : KIw 50. t - ..-+ .............. 1 -... .. ....-1 . ... .. . . ....... .. ..1i � 5& v . . . . m I I . . . . . : /, I . . . . . Ii � . . . . . . I . . . . . . . . . � . . . . I . . . . - . . . . I q . . . . . . . . . . . . . . — . — . . . . : . . . . . : .3'g/. . . . . . . . : : : : ' . 5 � . . . . . . : : : I : : : : . . . . . . . . . . . . . — . 1 I . . I . : : : : : : : . . . . : ,Lp . * . . . . . . . . . . . .5jr : iVt2n Va $4 . �*: : I . . . b4: REV. No. DATE DESCRIPTION MADE BY CHICKED ` 0 \. SHEIT NO. H- = ' CALE : DISIGNID: MNA THESE PLANS tE , A��VF FOR COlF0PMA7JCF WlfN THE)" =t PREPARED BY: CtV or AUSLW,N ffN&w6e&lMG 48 or MICHAEL N. ANTONOFF.P.E. DIVISION'S F =qLXP6Ni S DATE : UNE 1e92 CNICKID ' MA 5 4 3316 DEER ISLAND DRIVE EAST. APPROVED BY Ita,., L.,t..e..-Ja SUMNER WA.98390 862-6763 AL FAC W 0040 - 91 DATE APPF0VCb 6 - 23 -97 Joe NO.DRAWN: CtAL APPROVID : A ,JA BLDG. t o499 -91 V .. 1�1- — 92 -1> 1 1-7 ( 6 of to PAVEMENT MARKING LEGFNO I Ex. uMINAY(E5 -43'Ir EX. 1 1 0 0 0 0 o q O SINGLE BROKEN Wld/TEt (.5,5 1) 54GNAL 4 �3 0 P 24' 15' (USE LAAIEMARICEIZSASINDICATED) 9TeANt7 �y 1P o012r °DLL i _ — • • e • e e • • 8 DOUBLE SOL/D YELLOW(DSY) • / • • / 0 T • • • • • • a • T O (USE LANEMARKEeSA5 /N0/CATER) 1 27' 3,4 SCALE'. V p C DOUBLE SOLID !n/HITE (DSW) , 51q NAL °o a 8 0o aO o° Oo °o °o 0 0° 8 O (USE LANE MARIGERSAS lND/CATED) I 9'fKAi WI12� LANEMAR IERLEGEND LOGA�IoN - ■ TYPE Z d REFLECTOR • TYPE -0 1 YELLOW TRAFFIC BUTTON >rxl�lf• b/ 1=X , 50L11� WHITE LINES 0 TYPE Ze ,eRF:L,ECT0P_ 0 TYPE # 1 WN1TE TRAFF/G13UTTON 1 TN 4J� N.W • r— n le / 3 Nem hIGNM(�y/ W 1yAS wIKE EX• A�yu _— vouf3L-G '�E� o II 'P�0 IRE NfA1-K• t `, fu5.11t��LNA'2� NW• —� EX Guy _ _ XA�,7• TO E2Mo U W �� PO E SAINT ,per 2" 7 I stcA Conn. oN\ �OCa� Gar 61ve UpI K}) duo �Wc A�' t-EFT "(1lKN f THr?OUG '22. N19AO WATpg.1�7,L_ WI-rH �?\NAt2E 1p` NE L EX. WMINAWE- \ANT t11K X 01 U,IMINAI2E 8 ARMS Su1� l_i'hU- INyTAL ie- 3-g 30,E STOS • U IN SKIN K I�NT hEE Delp`\\-) �OIWEhZ e ury- 6hlD`l 52 NOTES NE I LEA INSTA �N 1214NT 01GN 'N- `4 1 ) All signing , lane marking and striping to be per Manual on X " 4.04 TRERMOPLASTIC \ To MUhT 30 \ Uniform Traffic Control Devices , by U .S .D.O.T. latest edition 2" 6eHINO 61 (7EWAL K Ai-ii R 3-1 Thermoplastic materials shall conform to the following: �P and City of Auburn Standard Specifications 20D WATT LIJ M NI A IZE 4'E42 e.5.p 4, L i carps. lye 8' AWM LtiEE Y9ETAIL) 2) Sign Code per WSDOT "Sign Fabrication Manual d55-05 1. Catathea ABITOL formulation, 125 mil thickness, hot yTK�� gE X'P p• extruded thermoplastic manufactured by Ferro IU5 SD aLt \off SPECI n PROVIBIOHB Corporation, Cate ob Division, P. 0. Sox 2369, KA� 1Gp,-(V�d 6, �1l0'�1 �IZA 3) All signs shall be installed or mounted where shown on these Ph ��O l7F A \ � tJ� plans or directed by the Engineer per sections 4 & 5 of the Jackson, Mississippi 39205, or UT� tapN --�.w..r.reaa:ZO! L! SZGmZ1N-1LTERZAr•m_ specifications & City of Auburn ST 'D Detail SECTION A - TECHSICIL-S'T==`_•'-Y-__- 2. Cleanoextruded IT thermoplastic ma fac mil thickness, hot NEB ,Pp {.Ol LAHS HAEESR/ TYPE 1 corporation, thermoplastic manufactured by Prismo Universal 4) Remove & salvage signs 8 posts as shown on plans per Section ' Corporation, Montgomery, Pennsylvania 17752, Or \ 14 . 10 of the specifications . Immediately fill & repair post Lana Markers Type 1 shell W white or yellow as shown on the holes plans, and they shall consist of plastic material only. The 3. MLE Coda / R 200/SO Formulation, 125 mil thickness, hot 3D' �W ` �\ 'I 5) Remove , repair & store existing "street name signs" & brackets Markers shall conform t0 Section 9-21. 1 of the "WSDOIT Standard extruded thermoplastic manufactured by M.L.E. as necessary & reinstall/relocate them per Section 5 of the Specifications", and the Standard Details (TRIM-1 and TRL14 Industrism Ltd. , Calgary, Alberta, Canada T2C1N6, or specifications & as directed by the Engineer {.03 LAHS !fA>l>QY 'PIPE = 4. Pave-mark SD formulation, 125 mil thickness, hot Q F extruded thermoplastic manufactured by Pave-mark (n) AIL 6IGNIN(j , CHANNELI-LATIDN £ LICIP-rN 5HALL TD UTY OP AUl3UICN Lane Markers Type 2 shall be Type 2d (yellow-yellow) or Type 2e Corporation, Smyrna, Georgia 30081. NR�Tp LL " LAMB \ 5PEG IAL PIZOVl61oNS �EGTIONS 4,5, Co E '7 �. STYJ, OET41LS, AS (white-one aide only) and shall conform to Section 9-21.2 of the SIGN ApI� ICAIBLE "WSDOT Standard specifications". 4.05 TRAFFIC PAI1R' AND EHFLECTIVE GLASS SPEEAEB W 4- 2 C3fo"X 3b') All material shall conform to "WSDOT Standard Specifications". tL t3EGIN SSW 4.03 ADHESIVE FOR IOIHEfEB SIGNALIZATION NOTE ' Paint shall be Formula WID-Y1 (Yellow) and Formula WID-W1 (white) @ b121VE \ It is imperative that the existing traffic signal Adhesive for Markers shall conform to Sections 9-26.2 of the and the Contractor shall furnish a certificate of compliance from, WRY \ located at the intersection of West Valley Hwy . r'WSDOT Standard specifications". the paint supplier certifying that it mests the State and 37th St . NW. remain operational at all times Specification. during the coarse of construction . Glass Spheres shall conform to the specification for glass Y spheres for traffic line stripe Type II - Waterproof Overlay 4 O�� The contractor/developer shall supply the City of Auburn Glass Spheres. NEW Row �_ ��.� ptL1'K a precise sequence of steps that are to be taken when relocating the existing power pole/signal suport pole . EX IQOW I The improvement sequence is to be provided to the City E: a minimum of 48 hours prior to the pre-construction A conference . The contractor/developer shall also supply 2^sli l,u.r a complete list of the subcontractors and/or utilcontac . . .•;, p involved with the signal pole relocation , with a contact min 2-J/00.D, person from each company . GENERAL, The illustration shows the general type of luminaire with flat glen lena required. Reasonable variation a C1 Y` _/ l are acceptable. Elliptical B I?ELDCAT6 % - U Section SPECIFICATIONS: 1. 70, 100, and150 ..it luminaires shall awe en internal 120 V, normal power factor, reactor or 41 'fepered Alum Tube EX , ppv�Ep �� 1 type ballast. 200 and 400 watt luminaire shall have sn Internal 240 V, normal power factor, reactor WITH LUM I NA)2 ballast and shed be in large Musing. 1/2" .r. � 5HOWN E 2. AD ballasts shall be prewired to the temp socket and terminal board. 70, 100, and 150 watt luminaires shall have toga for a 120 V 2-wire power source and shall be labeled Line- Neutral. 200 and L 'girl i' - 11TFIESE PLR fJ5 RP.E A5-BUIC[ A AID TF'E 11JFpp✓1Vd10nl 400 watt luminaries shell have lugs for a 240 V 3-wire power source end sh—Iel Ee labeled I-3/16" Wire Entrance Hole 4,i� '+t + �J�,� FOGLINC- ALI7N(1 _,` $�py,)AJ (tCL.URFF"�LY REFLj5C-i �X\5TIAIG FEUD Line- Neutral-Lina. The neutral terminal shall be grwnded to the metal housing of the luminaire• (with rubber Grommet) �nm?y -k T A151"Tl ON TAP6l2 TD '(�.N �t 3. The voltage to the lamp in the 70, 100, and 150 watt luminaires aMD be 55 volts. T/18^Square G//aa"c " .i.' r �` y.• Iy� CAIAD\�1D Iv5 :q5 OF -(F�\g l�R"lL� 4. The luminaire anaLL hmNMe " 120 or 240 V locking ,g Rending Hole •a R ^..✓f MATCH EX I GiT 1 NG - type mounts receptacle wired for Flo or x40 Y < 7P * „y i FOG I_I N E TIJ �� S�t-I t� '� `�J a� AJ.operation as specified in the latest revision of EEI TDJ 149 for a polyvolt photo electric 0•. t UN� P�'{� MUT L() operati IfE i/it Keyhole for W H ITom. _ - w� y. 5/8"Thru Bolt 1�rrp5 , I'KDVI✓.IG 29 TAPE12 5. The photoelectric control for these luminaires is shown on Standard 7102.2122. ,{t y ..♦�, Fyn M Sol.1T1-}E4�-Y END G. The luminaire shall have a gasket between rdroctor and reflector. A gasket or filter material shsO )r Yi^ Z�? OF P42p f•"V' D DRIVEWAY be placed between the lamp socket and the reflector. - tJr � TD EICISTINCI EoGE OF- 1. $ 7: Each luminave shall be fitted with a"Bird Shedd". - Two 9/18^ Die. A22PHPc L_I_ pN Y_ The lumlna4a abed Mve•allpflt[er mounting se[for 2"pipe aed edJualaDte for 1-1/4"pipe. Hot" L- 9. The lamps for those luminaires are shown on Standard 7105.1135. a0 30. The lamp socket shall be adjustable and factory adjusted to produce the listed 1P!pattern. SHLSE PLANS ARE "APPROVED" FOR COMFOAMANCE WM 70, toil 150, watt luminaires LEE Pattern M-C-ll L= QII LIB 225' 171E CITY OF AUBURN ENGINEERING DIVISION•8 200 h 400 watt Iuminsuest HIS Pattern M-C-DI GENERAL: 1. TMs drawing shows the general type of bracket required. NiN mamrT B ^ «4 Reasonable variations are acceptable. -- vI IL Standard rafnetar shall be made of heat and impact resistant glass. E i •nekaa ahall a sufficiently strong to support theIumlNin size,geeified in tire table C�E $Fl EET 3 FO12 I�MI MENT A"ravold Sy 1 MARKING: 1. The manufacturer's name or symbol shall be clearly marked on each luminaire. bobw. r,.ECT I ON) e•2. Lamp marker shall be affixed to luminaire per latest revision of EEI-NEMA TDJ-150. Data Apprav t PACKAGING: 1. Luminaires shall be individually packaged in a container suitable for eary handling, storage, eM to MATERIAL, 1. Arm-Soomlan tube of GOBS-T wrought aluminum alloy prevent damage. 2. Mounting Plate-9063-TB wrought aluminum alloy Il H D H 2. Each container snap be marked with manufacturer's name, catalog number, and Mama of item. FINISH: Mm aM clan-Satin. Weld-Smaotn ey . Ep4E OF ASPH Al ORDERING INFORMATION: -Specify"55 volt socket ntiW for 70, 100,and 150 watt luminaire. MARKING: Manufacturer's name or symbol shell be emposeed or impreaed on each item. ITT 40 MPH WATTS LUMENS RECOMMENDED MANUFACTURER AND PUGET MIN. MOUNTING CATALOG NUMBER CODE SIC.,'• ® 6N� ^• HEIGHT Cromer Hinds/ - FAG3S �/{0 -ill OP ThFEIe 6LD General Electric ITT Westinghouse MAXIMUM I G # 04 70 5,800 25' C642N512 S-130551 RVl FSDS A2AA 69709• DIMENSIONS NOMINAL LUMINAlllE SIZE MANUFACTURER AND CATALOG NUMBER PUG ET 100 9,500 26, C642N506 S-130538 RVl PEGS A2AA 69710' LENGTH CODE A e Weight Prof. Area General Electric Xapco NUMBER ISO 22,000 35' C840NS39 S-130431 RV2 FEES C3AA 69711• ��500 50,000 30' C846N879 S-250316-I RV2 PSUS C3AA 69715 42" 16^ 4 Pt. SS Its 1.6 it C626G001 Id55.001 892TT i 100 W,000 SO' C646N569 5-250318-1-Dal RV2 P9PS CJAA 89713 C 2 j *` U G I-ITI N G S I N N ANb 66" 21" 1 Pt. 571M 1.fi It C6S6COW 4G455.00] fi9218 �, C'" � 7, HATE: 3-10 -d(2 • ^" See"Marking"Note 2 above. 90" 30" 9 Ft. 53 Has 1.2 fill C626GO05 41455.005 69279 ^ DRAWN BY: *),*, PREPARED BY: P5olk STANDARD SPECIFICATION SCALE.: 1 " = 20' MICHAEL N. ANTONOFFY.E. CNANNELIZATI ON IS- AN LUMINAIRE, HIGH PRESSURE SODIUM, BRACKET ARM 1131.1224 R. �. XlL.STANDARD SPECIFICATION nrk'T p1° REVISION: BRAG AR STREET LIGHT, ALUMItIUM, 7111.1141 3316 DEER ISLAND DRIVE EAST. - WITH FLAT GLASS LENS SIXTH REVISION BRACKET M" ST EE HOOD POLE FOURTH REVISION +�,�Ei�,\�7•; SUMNER WA.98390 862fi763 R !-}HET Au6usr 17. 1919 ...✓' Ir ,� OF 5 C�2 I> 11-71 -7 OF 10 # 7