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HomeMy WebLinkAbout02D1706 „N....1 .JUG � N N a e 15TH ST ,:.CANTERBERRY CROSSING Nil u y® .. 143 ORTION �/� SW �/ � �■ �� � 4 F S 316TH ST � Z It S 318TH ST U 4 W KING COUNTY WASHINGTON It . -tTH ST 321ST ST _ 167 o S -SITE « A r, UTILITIES/SERVICES SURVEYOR BENCHMARK' (26-K) LEGAL DESCRIPTION N I- m .1 CI) = cn WATER: LAKEHAVEN UTILITY DISTRICT SADLER / BARNARD & ASSOC., INC, CITY OF AUBURN BENCHMARK (NGVD 29 VERT): LOT 15, WEST AUBURN FIVE ACRE TRACTS ACCORDING TO THE w -f! SEWER: CITY OF AUBURN 12714 VALLEY AVE. E. SUITE B BRASS SURFACE MONUMENT AT INTERSECTION OF56TH PLAT THEREOF, RECORDED IN VOLUME 15 AT PAGE 12 RECORDS W • , ST .M POWER/GAS: PUGET SOUND ENERGY SUMNER, WA 98390 AVENUE SOUTH AND SOUTH 316TH STREET OF KING COUNTY WASHINGTON. Ro (1C) 44 N TELEPHONE: US WEST COMMUNICATIONS PH. (253) 826-8135clis SCHOOLS: AUBURN SCHOOL DISTRICT j403 FAX (253) 826-8136 NOTE: PARCEL NUMBERS' BERSI -1'-.(ice I - z FIRE: FEDERAL WAY DISTRICT #39 THE SANITARY SEWER SYSTEM IS BASED �►,� c� w 4 CIVIL ENGINEER DEVELOPER THE CITY OF AUBURN DATUM. 926280-0075-07 ,g `�� HOMES BY GEONERCO, INC. BASIS OF BEARINGS: AHBL ENGINEERS & PLANNERS HARBOURIrliall ` © o PLAT OF WEST AUBURN FIVE ACRE TRACTS. GRAPHIC SCALE � � N o CONTACT: KEN WATANABE CONTACT: KURT WILSON ,� a ,� 2� 400 VICINITY MAP C, ,- N 0, CO a 316 OCCIDENTAL AVENUE S., SUITE 320 1010 S 336TH ST., 1300 SEATTLE, WA 98104-3859 FEDERAL WAY, WA 98003-7355 !iiiiN TS Y Y PH. (206) 267-2425 PH. (253) 838-8305 ( IN � t Cm) _ .5 T ) LEGE FAX (206) 267-2429 FAX (253) 838-3990 1 inch = 100 ft , I - a kk fi`A, 4; , - ,., a a A -,,s-N. EXISTING DESCRIPTION PROPOSED c ' '' " { I r s n I _ MONUMENT ChildDeor f , , ti, ; 1 Weod tg Wire rarvw MU a .9a *w,,m :'.'6.l s'' $r �v`; i.h�. a\ r v et f ,*p - ¥_ 4,.4 .; 4-•H-. r 11 t R.O.W. LINE __ _ 1 - - ,a �r AGENCY STANDARD DETAILS . S I. _ ' 1so4i4'I ,._ _ ( - � -- EASEMENT UNE i - 2-r i 1 : a_�* .. , ,,; A. 1 DRAWING NAME DRAWING NUMBER ROAD CENTER LINE 0 0 0 .� :; x r h {: Ir 0PRIVATE SANITARY SEWER CLEANOUT SSCO-1 (STY 4- UJ UJ UJ i f 1., ; ' - or 3 ss z� 469 25 ri.kati vS LC 7 a �aw_..-_ CONTOUR `� n , r` : 4.7 f ) t 024' MANHOLE FRAME AND (MATE POWER PIKE 2 1- 1- { f I I' r $ i 3 SSFC-1 CITY o 0 0 f,a \ L_ �; i i a a I . " er a„ � t r r, -_ k � ` � g , F _.. WABL-1 CITY ood Pence WOOD FENCE r f I- v t^ ate` > ici �I , 5 IX: 't1 it OWATERMAINBLOCKING O O ° � Ct) m CHAIN LINK FEN I ;I'- L __ STFG-1 CITY � rI al ,I , ��• �,. .� , ; � . �. ,_ _ � � �� ' .. k ,_ ,_„� � � OADJUSTMENTOFNEWANDEXISTINGUTIUTYGUARD RAIL a STRUCTURES TO FINISHED GRADE SIGN 1 a I .,__., - `° x MAIL BOX r I' •t 1 i *� � = Tj F _...�_,..,,- 3 tit �t3 �"C 3t ,4�rd k 1•,.. I, ", q r� a .. 0TYPICI PIPE TRENCH DETAIL GEPT-2 CITY #_ . 1� m_. I BARRIER - - - CQ 1 g ' r }t r ter° .._ B-23a WSDOT RAC WALL cam '��$ " ' I ,- : : r , f �a SHEET SS2 I �; . , SOMANHOLETWE1 (48") 49/%6 3 # i 'ell _ W : .� WATER METER 61 �.n i x 1-- _.. A „_ _� , -, .M.. - -- - _ _ -- - - _ _ _.., - ° �_� I �- ` a CITY - CITY OF AUBURN STANDARDS ;• r _ rig .. , , _ '� KEY HYDRANT 1R „ w zi '' a. Ys .-' •# r "`• .+/� , #� V rx. ^q r" .. w��_ ..... �'T�-r4Fr '3ha ... #�"A@,i#R _ I, ,.,;' - f ,- ---- -- _ WSDOT - WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 'y.- 1 t ' i ..^°' ✓ # -.ylls,,,".. ':a 'rss¢s»casiR rl:w/ N „ ,"_...._ T .. _ ® �, --- --- --- •- - ---- - a. :iv.7..„t1:7; O STORM M NH ( s ',,•. .>t x �: _�.;�.� ,� _�_ ,� �y' � � � WATER L� wr �i , a t` I a / % 4 I '' t I TONAL1a ' WEST $ NAIL N0.I: i A a ,., 1 1 , 5 6 �� ; 9 , ,�. " CATCH BASIN• O EXPIRES Z /d 1? n#" 1 �� ► STORM UNE ;fit ii 4 ? \ idf ( ;' ;,,: - - - 1= " RAC DOCUMENTS x.F..:e;_. 1 .' t ',, ( i '. j . '; t; - -- - ._ - -� _4-i -- 9' . Vf {q i ' C _, ..iit \ Iy -, r a *., \ ,' fd E , • , ..._.�.. s,. 7 r ,• f i 5 x - --. a- Y SAN. OL E •• t v.,' �, a ,^ , r y d 1ti .,9�k? afS ! tt; O A • _ c,�, a.� ' r •s • ; � • .. 3 y` g I r• � SEWER MANH . \ � i, . .._ ._ ._v,�H,.� �2 > .. ?..��-� 1 �£ §, „_�� ��,,_ ,-- � _ ,� rCe � �;�°' �' � SAN. SEWER CLEANOUT # {;� � Y. ;• a 8 i r. � + `� 6 OR )P glus. a T �e 5z� y s ; �y' � ..L,�,��",v r r r .rl= � ,ate/ -." � \ CO? 20 ; ''�I,. .,.,�+ „ -3_,1��n\�-Y '��' �� � •3--a-aa „ 3 "' i ' .. "-" ,� Sr �- , .•4 t _ L. ,✓i.�^ ,, FORCE MAIN �tl�1T �i } r; � E;; ,th ° j'�: r r 9 t \ - J 1_ C.� = ns� I�\ I 7 ? r - r_rs 7' 1 � a s ? .- - - : AIR VACUUM RELIEF VALVE t 'f t i 1 ; a a --'..-7 i f., ._ - !.-1- ,- . -" r a x �." ' , \.� I 711 g ' i . , I ; i V -. r Ai E, .' "°" .meµ,- j SAN. SEWER LINE s I " ,. I 1 ,r' EDGE OF PAVEMENT + -p + q • f ira� ` ee 1 t ,.. 1'1 s__ s,t i`>, l` f ? M B� I--- � � z� t = 117411.1111-111H111: R GUTTER do SIDEWALK . . . . 1 g rw..___^•# am.., . ., � �. �� -- - �' r, r I. �� ��ti - - ire .v .'•'"^T ,. .F 1:' ,- s a r .f4 j ° '- r .* _ty70 X. 4 • .+.. - '�ra,-a.esrs�u"ag - a '.,. , ,•.. '� i� #' n" , �'? .. '' ' .;..r-' 7"•,".:\ 7 :...T. i;�..- +i� - IRIP RAP PADlt{O,t?Atn S. < u.t at tMr- ' -.�.,..*,4 + t - f r , ..rF ;...��• _ ..... " c'7.y a ., a t . a«..�.. /...,..v:,,...7x +.:.m„¢,«,,,,,,.:g. .. f. 4 - . _ le".'i {(5ROAD .�` ��� .� � a .. >� .�� -- -� � - �- �# ---� ._ ��- __ 4, ALT PAVEMENT Z N 0 �� i" , �,o bFt s: a� .�� ; Cl) w. I _> ,_ . t ,' `_ _,_, .. _ , �� QUARRY SPALL ACCESS k • • EESHEETSS f,, y„,rd� - s1; ,s f £�:,, i ' II 1 zn, 4i p,•21: f ; \ a,r' t ., I , _I , t .., ,.._"��, ,,, _ '° - k t1 j i I ! 1 '' CONSTRUCTION SEQUENCE GENERAL NOTES NOTES: I j x IA' _s_ I v 4> ,ti I la ►. EX. BUILDING , , i ° , ., Ix 1. TOPO BY SADLER/BARNARD AND ASSOCIATES. t 'I ' I i � , r -.. 1. ALL WORKMANSHIP AND MATERIALS MALL CONFORM TO THE CITY OF C ) yam s I I s 1. FLAG CLEAIG LIMITS. _ _ W _�. � r # ,- �` � , �° � s � „� � -_ -.. _ PHONE: (253) 927 8884. �y , - AUBURN S REQUIREMENTS AND SPECIFICATIONS. gb N 0 s� , i, 2. ATTEND A PRE-CONSTRUCTION MEETING WITH THE CITY OF i1 >, � 3 14 ,� � r r WETLAND , . _9 .,� j , .k 2. TRACT A - WETLAND I. S ,i ' ~' ; , ,w1 : , `` 04 - ,w'.. ' -i AU URN, LNG COUNTY, SURVEYOR AND AFfBt FOR EWER MAIN 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND el m , , /, REGULATIONS CN= THE WASHINGTCNR STATE DEPARTMENT TRANSPGRTATICN+! r i . f i 3. FOR STORM DRAINA , I I ,• , ,,.,, _.� ��, ��� _. � �. CONSTRUCTION TRACT B WILL BE UTILIZED CN= 1 ;# ,; i 1 .- .}4,: .--.- (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL PARK AND RECREATION. ' 0 ' 4 �'' 3 INSTALL EROSI(M! CONTRA_ MEASURES SEE SHEET 4 ON THEco CONSTRUCTION ■ 1998 OR LATEST E NTION EXCEPT WHERE SUPPLEMENTED OR o ' i i ' ' .� °�I EROSION CONTROL PLAN FOR THE EROSION CONTROL MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT 4. TRACT 'C' - PRIVATE ACCESS TRACT CO � 0 �� .---_ .- "�- -- CONSTRUCTION SEQUENCE PROJECT SPECIFICATIONS. ' IIIC _ co t` TO HAVE A COPY OF THE STANDARD fir ��} .. „lief 4. CONSTRUCT SEWER MAIN AND APPURTENANCES. 3. THE CONTRACTOR IS REQUIRED 1 I % �� i ` F - ----- --, --4-' d Yqa 4•e,.■s AVAILABLE ' ' ° „,3• 0$aaa j' , �� AT THE CONSTRUCTION, TE NOTES, STANDARD A COPY TIME APSPECIFICATIONS ROI D DEVELOPMENT ENT $' SEVER LEHGTHI, SHEET H EX ~ m I I w; }, Y _ F 5. COORDINATE CONSTRUCTION ( ON-SITE GRAVITY SEWER, T`° ` `' MAO ' I STORM DRAINAGEAND WATER MAIN CONSTRUCTION. PLANS. TOTAL=1,542 LF SHEET NO. SHEET TITLE W 4. A PRE-CONSTRUCTION METING SHALL BE REQUIRED PRIOR TO ANY SS1 SANITARY SEWER COVER SHEET 1 6. CAP GRAVITY SEWER INLETS. CNN-SITE WORK FOR ALL PUBUC FACIUTY EXTENSION PROJECTS. o SS2 SANITARY SEWER PLAN/PROFILE NOTE SOUTH 319th STREET 2 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. - THE SANITARY SEWER SYSTEM IS IDENTIFICATION, LOCATION MARKING AND RESPCNNSIBIUTY FOR UNDERGROUND SS3 SANITARY SEWER PLAN/PROFILE ON THE CITY OF AUBURN DATUM. FACILITIES CNR UTIUTIES IS GOVERNED BY THE PROVISIONS OF CHAPTER SOUTH 319th STREET i 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING SS4 SANITARY SEWER PLAN/PROFILE CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE-CALL SOUTH 320TH STREET "' re SS5 SANITARY SEWER PLAN/PROFILE U �: (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, cn STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). SOUTH 320TH STREET m = T SS6 SANITARY SEWER PLAN/PROFILE a v 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL UNES ARE 56TH COURT SOUTH NOT SHOVMI ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR SS7 DETAILS - Scale: OND DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD Designed: KIB/MRK Drawn: LV "' ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING Checked: KKW CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. Record Drawing Certification s//,oz- Date: JUNE 2001 ' PROJECT REF: FACO31I 7. _TRAFFIC CONTRCK AND STREET MAINTENANCE FOR SAFETY OF THE These drawin s conform to the 7 Job No. 0' ee .� 200021.10 TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF Contractor's constr ' ecords. THESE PLANS ARE APPROVED FOR g THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE CONFORMANCE WITH THE CITY OF AUBURN N CALL 48 HOURS SUBJECT TO THE APPROVAL O= THE CITY OF AUBURN. CONTRACTCNRS AND By tkate o ENGINEERING DIVISION'S REQUIREMENTS Sheet No. o BEFORE YOU DIG THEIR SURETY SHALL BE LIABLE FCNR INJURIES AND DAMAGES TO PERSONS Title/Position r��:� AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR Approved By;0.QO S etet SSI 1-800-424-5555 NEGLIGENCE CM4NECTED WITH THEM. Confirmed by City. Date Date Approved: 3J11 oZ pp 1 of 7 Sheets d Q 605 01 P / -p 4 o GRAPHIC SCALE CANTERBERRY CROSSING PORTION SE 1/4, SW 1/4, SEC. 11, T. 21 N•9 R. 4 E., W.M. KING COUNTY, WASHINGTON k KEY NOTES: V.' m 0 : !„, ! !; , g- D CL 9T 20 10 20 40 80 CI REFER TO LAKEHAVEN UTIUTY DISTRICT WATER PLANS N 04:(2.121.41 PREPARED BY AWL ENG8EERS AND PLANNERS. F_ U) chft, wAH131) C) = s v) ( IN FFAT ) 0 REFER TO KING COUNTY STORM DRAIN, GRADING, 1 inch = 20 ft. ROAD AND TESP PLANS PREPARED BY AHBL L.LI -g,c.•1 .*3 ENGINEERS AND PLANNERS. Liti t,Jt 0 CONSTRUCT TYPEs m1 SANITARY SEVER MANHOLE PER WSDOT STD. DETAIL 23a AND ------ -„..,--..., - t ---/ INAi4 OT 114STPNL-L. P. ANHOLE DETAILS WSDOT STD. DETAR. BIZ (WSDOT STD. PLANS ISSUE All _ _ "_.... _______. . -1- • ; rz DATED 10/21/01). . _.,;„ .2.:_;•,, All jrAt I _ ' 1 4, " . : •T *1-, , DAVID W. BRUNS o Lii 4 -4-- f;;;;;;-, C) CONSTRUCT SANITARY SEVER (GRAVITY) MAIN. (PVC N ..; 1 MR 605--19 TYPE 1 926280-0052 SDR35) 111.11111111 / ---1-------1, t, \ ; , STA. 42+72.; 9.0 i RT.0 , 1 , _ _ _,. ___ __ _ _____ 7) tc.j E. i5 ------- --- -.,- ------- N 89 °00 '40 E 0 CONSTRUCT SANITARY %KR CLEANOUT PER CITY OF AUBURN SSCO-1 DETAIL ....re_ ..., ..... ---. ii 01 CO co 4- .49 ROW 0 .... NNW 41111111ME ••••6 - V _ ..... . ......; ...... \ 31 LF 6* PV 011•10 411111•• 0.11■111111•111111•=1111111 11 •MINNEMMNINEIMI... .111110 •• • oti CD op 4......=;; ..;=. . ...; am. 41•011111............... 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T 14 II 6" PVC ROW 1."': 14 LF 6* PVC IMMO 41••••11111.0* 0 1 7 : I IIMMI 1111111111 / I 14 LF 6* PVC 14 LF 6" PVC q,-i 0,71-t soR 35 ono. .bIR M SDR 35 0 2X IAN. iF , i , 16' o' LF r PVC SDR 35 0 2X IAIN1. SIM 35 0 2% MN. A ki 4 rA. 12 r i / SDR 35 0 2X let I-- + - 1 , Am sSC0 o o o z z z ....- . 13 (7\SSCO SSCO I Wif I ACA-44,i I STA. 1+69 0 .fliti' t 40 1,1 I • : , I*,all:. .'7 ircii- t V-ISTA. 0+66 STA. 0+71 0 AU10.40 E 4131.45 ,'. , dd I ,a IkW IE 480.74 < a a IE 480.00 ' E 480.03 lil 0,4100 alk SSCO ' IS CO ! , , _ 4-e10:77 W. T . '' -iViV2 T. 471.D Of7 l. 4--M,621 te.---14 1-(60.( 1 8 - . pie 11 I IE 481.49 c_.,;), -3 -i- -.- -i- - 12' MA141ENAt4CE Ott* „;:i 77\- . . ; 1 ; cr, 10Ti 1i.t; 'Teri 1 irgm, t : 4-71'W I I 5 1 i I i i-- 1 -' 'f -II Pp, hi% 92 FF 486 I.3 FF 486.0 I FF 484 I.8 010tvii 4 <I<4‹<<:141 e> FF 484.8 FF 4E6.0 Ie. ... I $7-414 It,/ ,di 4wT!.,/".L_J4 , • , i kill i.vp, is cc 2 3 rii•-%/11 „,... 11 P;•.is 1 JAMES L & LA VON DUMA • . r 40m cl ill I 0 ..4.1` ov wAsif. (26 t , ' t ; 0) 926280-0075 ii- v`!" I 61.I.V.L7/ I 41C it '. 9A , I 1 polkip, 11 ---.„ r 1 ill / ..e., I if / I) ' " a 2o' x 2 0' - , i __-,. - , , -..„/ -28010 okrto, 1 i . PLAY AR-- A 00 4,, ,, t 4?„,, 4trafist19 <,ct' 4.8/0"NaL 0 pekipi I I 1 1'an ono 411111.4 III 5 (RA I if i 1 i di 3 I I „ ; I -f I EXPIRES 2 /b /03 . 1 i ... 5 OC: I no 1 - 1111 REUSE OF DOOMENTS -,..... ....._ „_ __. ..__ .„. I III 1 ---1 . ' . .. ._....44 1 0 ..... ... ..1 I _ _ _0..- ___ _ o HI 8rt - ARIL , i IS NOT 10 Illit1RE T MOLT& 1110RI "SD° 0 0 - . • •' . \ c 7111 le .11 Ilk .01 .9 0 40/ 111. ima .11. I. IS ffillII- Illt_ 41112_ a " a- OR IN 1 ' F W*0 • ,r,nati /.. „ t ; . . , . . ; I I ' , to t . ; . I I i I 1 I i 0 t „ LOW POINT ELEV = 484.22 , co , „ , 1 i el• . , , I , • . i i PVI STA: 44+75 , „ ! i! a ......... PVI ELEV ZI= 481.99 ! „ A.D. K = 613.44 i Z4c 0 C) -.4 la cc . cte Lil ILI . / . ; 1 0 cc ime• 0 , , 1 rn 11 CC Cf) 0) ga mc2) , , ; i 1 ; g1 A I , , . i' 1111 1 II <->- i „..._-z00% - : i i i ,.. Poi cfi %.• . -I- - ______ 7 - - -- - -- - ,.._ . . CI RI : ,,,,,, ,,, ,,,Ltd2.:LIL ____t_--i ,' 'I i 1-4- - - - ' -i/- 1----------- - - -HIE6481.21 le): Z ' I , ' 1 -_ _ KO gE ujcc i .......,.....______ -i-- ! 1 ! . , i SIDE SEWER i 1 ---------- - -.. , ; - iolli IIICC dr a 0 ilil Vo 4c--e---- ._„4 • Orr.) ,:-,,, ...,-."11 W 4! ...., k i IL 1 ,W: ... . ,. ------ ----------4-___ C ) o ----------480----T---........\_______4,_r_„_______________,____L________T :i:::: :t:;::..:7iii::: ;,,_:;,,,,t::, :;,5,:_m_i.,15_7.,:am...____... :::-.- -- --- i ,t v::0- 4,,,,:, :*.:.,„: ,0.444.,.'!1i11,t'iw'-'::i&I-144Or: ;:',',','''::;;Te --':''M-1416- ::VrV-4''ql1";"1"45441*".344844.*&414144:46!'"4"'"-A'.-- -•- -J'I' 11t' l ' -:zv,-qtv. .attz„,.A5_,,,mftt-ltfr - ,, ,f.7foy7vsjsa__H*woatawv*.- : 4.,,tyAr:ir745:z,,,,1:4L.#-,,t?g._„ _ffcr,Ktt,,,,re,sr, ,,rf „,ttja=, ,,,,,ita:„.4ii. „„,to 1 = ca : ' - - -ft - - - t.- - T / IE 6" 479.87 , _.,--, 1 ,4- ,..:f,t,,______.- i IE 6" 481.17 f..) , 1 , ; ! g 6" 479.01 _Ur 479.71 SIDE SEWER i SIDE SEWER 69411 605-19 SEWER STA. 0+87 '-'1-- E 6" it80.46 ' SIDE SEWER ' 11.- cn -soE 1 , i "NIC , . . . ; ,.f;TA Tr. 1 SIDE SEVIER i , i STA. 2+64 x '*w #7: : STA.#74r ;- 7- Rai 485,IP A ; STA. 0+66 IE 6i 479.75 ' Li STA. 469 , . tt.,,„:f..,-:,;'..;•.L.1„,1:: ::::7.„.41:: I 1 .4.0 ;' .f :' RN 488E72 ; 1 1 t S i 1E IN 479.00 /07 SIDE SEWER , , , .J. , !475 N 4 1..K E OUT-478* .17 1 -t- , , _.,, c.-) ct ,, , ,,,/•//,.- /2 ,,,, . 1 ! co A, . , . MP1 1.40T IN6-1-41,LEID Aft :,_ ,,,_,,,„..„,7-- PROFILE SCALE , . : , , , , , , . : , 0 a) -- ...-- o •cr c ir- CD 0 0 Cri ' ! . 5 f . ci c.,.. T-• HORIZ. * , i ; ; 1 H 1"=20' 1 , 1 , , 1 0 , V 1"=5 VERT. ; 4. c Scale: 1":20' Cs1 Designed: KIB/MRK (,) icy) i ci,) ' " ..:1-;CT) ! 0)47) , ; a) Drawn: L V i ...1- I'd- CV;44- csi 44- g2 CO g31'2,9 C*41'14. ! re) Lel 6t) ; iri Checked: KKW a V , >, , ...afr/•: Date: JUNE 2001 1 Record Drawing Certification , . , , PROJECT REF: FAC01-0031 42+00 :, I 43+00 ,,„ ! 1 44+00 45+00 . , . i i 1 These drawings conform to the Job No. o Contractor's construction records. THESE PLANS ARE "APPROVED" FOR 200021.10 csi CO CO CONFORMANCE WITH THE CITY OF AUBURN (7, CALL 48 HOURS ,- By 1-e.....,--1)/1! . -ArAi e.i- Date 72/0 ENGINEERING DIVISION'S REQUIREMENTS Sheet No. 0 0 o BEFORE YOU DIG Title/Position 'RI 1-800-424-5555 Confirmed by City _.. ._ . . ._ Date ._ Approved By ai,), .---: 5 -*,/ sP S S2 § . 0 Date Approved: 3 )1 Oz. 2 of 7 Sheets it 0 113 17 0 6 CANTERBERRY CROSSING 41/1111, GRAPHIC SCALE PORTION SE 1/4, SW 1/4, SEC. 11, T. 21 N. R. 4 E. W.M. KING COUNTY, WASHING Tscpc,0, IN KEY NOTES Jill REFER TO LAKEHAVEN UTUTY DISTRICT WATER PLANS . .. i ; , i 1 . C.) 20 0 10 20 40 go PREPARED BY AIM. ENGINEERS AND FLAPPERS. 1 1 _ , = I-- (1) N !Pr. i "al C).S.7 AHBLi REFER TO KING COUNTY STORM DRAIN, GRACING, ROAD AND ESP PLANS PREPARED BY AHa. ..- , OS ( Di FEET ) c 0 1 ENGKERS NV PLANNERS. CIE) x Lli 0 1 il 0 wscaLANECONSTRUCTousTYPEMAtiriaE1 SANITARY SEER WSDOTMANH sl. DETPERALWSDOBizT(STDwspo. DTETSIDAIL.2 _J M PLANS AND ISSUE NOL J. CESTROCH L.), 1 >70- W 1 inch = 20 ft. 926280-0051 _ _ _ _____ _ „ _ _ __ __ _ _ _____ t) 1 ,::: - , xl GREGORY G HASTINGS DATED 101/00. I ; - - -- - 0 CONSTRUCT SAMTARY SEVER (GRAVIM MAIN. (PVC 1 0 ___ _ _ ________rne '! '-'i 926280-0055 . ..„ SDR35) 111.111111 ,..,, ,_ ,.._ ...... .. - ......x.4-- , , , : - -.. .......- 4i.... ..... _____ -Lp3.ic)ai miar20 T -1 - s a g a i e / 0 CONSTRUCT SANITARY SEER CLEANOUT PER aTY OF AUBURN SSO-1 DETAILSTA. ii 46+47.28, 9.00 RT. ',",, .' = _______ ___, __ _ ______ ' .--,-, : ,,i'- ,--. - , r ,;-.-- , (4 C., •s-- CV CO CO li; '''' '', ' '" ' . "' .- ` (Nj., Q a u-) : , 'i - - ,-,, ,,, ,, ,,, I , 111 ,-• , ,,, ,- ,. ',‘ -,;. 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Scb I 4111:1C lic 0 w SIDE SEWER * 0+20 i LI- 4 STA. 3+64 IE 11 481*,rs'p '‘,..., E OUT 481.41, .St '\, IE 6* 483.02 SIDE 0 co 0 / RINA zit?),05 ,,,,) STA. 1+10 ca 11..... , PROFILE SCALE (0 E el E EC co H 1"---20' IORIZ. 0 ,-..; , V 1"=5* V:RT. .0 c I- 04 470 470 cn SC)310: 1"=20' cv 0 0 '") 0 V ozi oci op co 0-, to el 5; a) r-: ;z• a)am d- -at- -e- "4- LCS CN1 Cr)Ch .tit. ...4- Designed: KIB/MRK Drawn: LV ol Checked: KKW 46-00 47-00 48-00 49-00 Record Drawing Certification Date: JUNE 2001 PROJECT REF: FAC01110031 42/1/47 co These drawings conform to the Job No. 0 -0. Contractor's construction records. THESE PLANS ARE "APPROVED" FOR 200021.10 co co ci) CALL 48 HOURS ..„,,a. / CONFORMANCE WITH THE CITY OF AUBURN By Date? (71 cD ENGINEERING DIVISION'S REQUIREMENTS Sheet No. Title/Position 0 ., .&- Z..-'11. " - 0 BEFORE YOU DIG ... , .de-- , , - V, SS3 S Approved By; D-V1~6. e . g 1-800-424-5555 Confirmed by City _ Date 0 Date Approved: 3 )) oz 3 of 7 Sheets (.4 te 0)ft. 0 / 7 04 . i Wh_ I LA __, ,,.........„ . ROAD AND TESP PLANS PREPARED BY AHBL I.L.I f-;'''' . , k GRAPHIC SCALE CANTERBER. Y CROSS PORTION SE 1/4, SW 1/4, SEC. CROSSING 119 T. 21 N. R. 4 E. W.M. i .. 1 E D M Zis-1; < <.E.- ' 1 , ! i' , i )01:711 (..)-1 V) TT , I uj --.1 ,_, p 21070ii, ,o, 101 aro 4,00,4211flirt,?,) , KING COUNTY, WASHINGTON , D a_ T 4S-71.- N 62. wAH13][ ) C) REFER TO LAKEHAVEN UTILITY DISTRICT WATER PLANS (2)111111111111111 =e1P1111111114:1.11.1111111 ft 4 .."' PREPARED BY AHBL ENGINEERS AND PLANNERS. I- V) u'n ( IN FEET ) 12°inch = 20 fwt.. KEY::: DRAIN, GRADING, ) 9 . .. , , , , A ...,, , / p/ATH,---- / DIGINEERS AND PLANNERS. 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R.ITURE CONNECTION ; ; , , .--:' DENNIS RIEBE - „. II— C) -: --,„ , ., , .: lsk. CO , = 4, .0, WAR4r, OA, 926280-0098 ,, . . c• „4.°' . , 0 LU . , .... . v A.. 9,. .,.. , ........., .. .r.. .. ,,,. , . , , , . . . . ,, .. , ....,.. ...., . . . .., , , . . . ,.„. ., . ... . re I 1 .010 , ,, . , ,. ,... .... , .,„...,,.....„.„..., .„, ,, .1, i .. ',., ,., , ,. CC I ...,. ....„. I , 0411' 4,!4.4, *teisTsso ..(1, ONAL 3's7 , , .....• , I EXPIRES 2 /b /03 ; 1 T, , REUSE OF DOCUMENTS . I 1 : , ,,. AtIDEAlillaCtiS. . . ';'; ;; i i Ag 8•FT , • ORNIP'''' !ION ANY T 11191•1811T . . THE OM MJThCZAThJ4 OF AHBL LOW POINT LLEV 474.82 . •i ., ,. , ..._ ..._. i T !! ' LOW POINT STA = 3+67.54 , . PVI STA = 4+10 i- . i PVI ELEV = .4o 474 0 ; 2.„ •`; i .T. o .; . .; . . A.D. = 4.36 . , : • .1 co .. , -4- --I - ----i- ---1---K--434.37 --- ; cr) , • i ! i 150.00' VC ;;... •;; i , i ; S - • ._ . ; ei • - . ;1 , ..- ,• , i i Z Ow Lci .... -- 1 I i ..• . . 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'.-• ,, ' , • 1 ,..' , i., IE 6" 470.58 11 03 Zil ;....101:.,0,...10, for.,••,•z.,*'''''7*;2;, 111,11.0gioaimmemaminsimommilanommenimmons,",.4,,:fy:''''''-",, :,''' ":07,444,01,44#0VAIV':,X;i4,4 10k41144vr''''''"•*`:''' '''''..if!:,'.7.„,:n:,:;.,:,„„.--,...,,,,,,,,,m,,,,,v,,v.,0,ttftNow--0,20-'*,,,:-.4*-,,-- --,,,---,,,..2r.r - -- • , ' , . , I Z _ _.— ; : . .1' -,4... 1- 1 SIDE SEWER ( -0,-• 1 __,,,,•:---L, ..e.e.4Pfa. _ — — _ SSIIII i; ti; 14 ; IE IN ;40)* (1)0• '?) E OUT ft9114.eiai se) ) 1 _.,,, \,,,,L __ .i IE 6" 468.62 ; Fi ;;; ; SIDE SEER •';•i d 112" SD 6 ;: , ; ..-. ; wra - . , ,,,,,i-i ,.., 'i '.-.w.-..d"" "-'''''* ' .I. !, i • , k ;;;: ; '':' ;1----9\4'en r. 7D.14 ', cn • , ' 141 ;HEIE ouTIN 4684*464.114 : . , : , 1, "r i CAPPED END FOR FUIURE CONNECIION , , • ; , I ; ; A .., ,, STA. 1+41 , t ;" ; I fn. ; , . 0 li. SE ( ) z u. 0 ca i. . co \\,......if... ___„,....,_ , , _cll.. ,IE OUT 469.17 R.;•-;,,,.'1 47 3,i.,-33 5 `-'33., ' , _ 4, --33,... 3 .,. . , 146-2:0 ,0S ,,... ,.. I- --1-- ---t— — 1 41) i • 1 01 rY ..,' Z; 0.)1. . C) .0 9 lc:, i6 • , i • ' a: : . i .J. i• ;., , Scale: 1-=20' ('4 0 1 . 1 cs, i ' f ! 0) PROFILE SCALE, 1 i i Designed: KIB/MRK 1 : , 7'1 n ' I FAC1 CDrhaewcnk:e d: KLVK W H 1 =20 FORIZ. i1 Date: JUNE 2001Record Drawing Certification3// 1-V 1 =5 VERT. PROJECT REF: 0 - 7 , . , L._.. . ., 3' These drawings conform to the Job No. . , 200021.10 THESE PLANS ARE "APPROVED" FOR Contr tor's construe,..n records. al.... in 1....3 cNi i co i. i. i .. C0rst ..-I•u-a , CONFORMANCE WITH THE CITY OF AUBURN C71 CALL 48 HOURS ., wr. i „,.....-r... t 1 I I wi'rei 1:-..4... i r--1-- : i : stiki 1"";•••',fs. i ;;.' l'•••• f "All ENGINEERING DIVISION'S REQUIREMENTS Sheet No. 0 8 i I ; .4-1-4- ; .! 4 i - / 4 (7, BEFORE YOU DIG 100, , , . , 2+00 ; , ; ; , ; ;' , ; Title/Position figt- ;,,, (--., 0 i i 3+00 ; : , , i 4+00 ; , 8 1-800-424-5555 Confirmed by City: ._ Date .., Approved By, D•te,1•01:40'; •-- (-it SS4 Date Approved: 11 02... 4 of 7 Sheets fi , . o.l. D /7 06 k o GRAPHIC SCALE PORTION SCEAliN4TERBERRY CROSSING 9 SW 1/49 SEC. 11, T. 21 N. R. 4 T. W.M. KEY NOTES: WASHINGTON ' 1 H ::: (,) 1 . . 20 10 20 40 150 tortjaDi. 04,.. COUNTY,KING D -, N 0 REFER TO LAKEHAIEN UTIIJTY DISTRICT WATER PLANS r,,)co IcAHs131,) PREPARED BY AHIL ENGINEERS AND PLANERS. -5c-o- Ler ,t11111,FAXV,,;01.- ( Di FEET ) 1/11 1 8 1 inch = 20 ft 1 / I I JANES L &ILA VON OUIAA ,„,,,z.„,,,,,„,,„,,,,,,,,,,..,,,.,,,,„,,,,,,,!.,„ ,. ,.„1 , ,. .. , , . „..„... . „. 5 FF 483.3 --,T. a/. .. , . ,.. , „..,,,,,, I 1 : /I./ EMIL ARANDA 926280-M7 REFER TO MG CCIUNTY STORM DRAIN, GRADING, ROAD AND TESP PLANS PREPARED BY AHFL IENGWEERS AND PLAINTS. 0 CONSTRUCT TYPE 1 SANITARY SEWER MANHOLE PER WSDOT STD. DETAIL 23a AND C::: ::::1° Lt.i --g,`,:•1 e-s1 0;) -“.) .. 3 FF 481.3 FF 482.5 92280-0075 FF 483.3 ..,,,A.,,,,N, ,,,,, SSO3 FF 483.3 1 , ..3 :", C): 12 / MISCELLANEOUS MAMOLE DETALS WSDOT STD. DETAIL B1Z (WSDOT STD. RAM ISSUE -,:••. I.0, j :::,:jfy , DAM) 10/21/01). 111 _ z ' •,.,-i,.t,,,&:,•:,. 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N riTA.6°5-71-50,17 7TYPE.00 1* .0 14.11 - - C3 '---- -- C3 - 1:3 - L - 0 - 0- -- C3 ' E3--- ----0 • '-0- 0 -- 0 --- \ • i .>(--- „ ,,,,-ti,],,4,,,,, Z C3 1 I ...„ z z z w w LIJ ROW 1 ANNA NINA ANNIMIAMININIIIMA.A. MINA ri r, :frog 1 0 0 0 r , , ANSA AtIMAD 41111•110111111111111011•11•1111101117 AMA MOO o p < < < Affillipt ANIMINIMINIAINNIIIIIIIIIT°illitANAITAT: 11:1 , ,„,77.77,7 lo. i t.) Li il'i:::'[ 41/six ..., , .....c 1 imi 605-16 TYPE 1 CARLYNN E GOAN „..„,, Sian am STA. 5+16.74, 7.00' R .0 926280-0090 ill , :::) ' :4: 1 i•- CHARD J & D. HERITAGE i 926280-0100 4.-1 co co co Real Estate---- i • / ,s 1 cn cn cn E i .0 I \ .,._ ) . a n a vein e --) 1 i I cr I } i II A I&. COv, eV II 441.jrr,,) i 1 I .h ik i . - ...•-.:7.,- ! , / 1 ..4,- „..,.. JeP -gioN) I I I \\ / ! G3t, APOISTIO ''' i ,iii I I \. 1/ I ONAL tt4C1.‘ 1 LP i I ,1 , -- 1 EXPIRES 2 /6 /03 , z , REUSE OF DOCUIENTS m IDE.A , :'*I;.,,',10'; 31 1 411 Ittlyitt,4tit aIr t . NIGH POINT ELEV .' 479.57 ,,, me_ ; f IS NO IN NTSISNUT j . J OR IN PANT FOR ANY I J i FOCH POINT STA =: 5+99.02 . ; , , , IJOW POINT ELEV * 478.11 i . 1NE W‘tris4 AMON IRON PAL : , I : ' LOW POINT STA = 7+13,62_ 1 1 PVI ELEV = 480.52 . , , ) PVI STA = 7+14.21 , , , , A.D. = -5.62 , , 1. i I PM ELEV = 417.86 K = 26.70 A.D. = 3.91 I : 1 I , ' '. 150.00' VC I , , ., I , K = 12.79 i f 1 1 k 50.00' Yg i ' 016 CD I i i 4 II CS •I a) : ...... 1 i , , . ! ! ! , , ;r.j I-- t , in 7.77t 7 CO CCi 7 to) 7 , aci co , Z 0 ' + t., I ; ; .. CI) iSE 1116.1 0 , ; M 'Ll CO 1111U CC i. , •• , ; mor i 1 t 1.0 Li j CO 03 t . , , . --- --- ---- ----- t ; ; ;---. . --.....- 1 i t t CO 1. i t t . , --- J I cp ' II , Cr 11.1.1 0 _.„.... , A , ....,, --I ; t 4) iiil Ca eisigi 11- --- ---- i 11 -----, , , ...... , ---. ., ... i --"------------"-------09-----4 -1.91% 2 06....742.00% i E , I 1 I , i . ._- >mm I: Ei )0m to : 1 , 1 J , r••• '--- - ' 1 - ---m"" ' ----!---4.----------_---f!---.--m-- ! ! ! WC* ° 40) ! 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Y 2.,1 -i Z 0 , IE f'Lc, = , , , •,.. 478. 7 .1.1 ., 471.68 i i 1 ( OUT!A. $ 417 I,eM ) 1111C 411C c' w , it PI 47041, 'II , ,: i 1 SIDE SEWER 1 , , 7 'PIM , ' K OUT 4701,6 1 A , , , i ,-- • --,s STA. 1+10 • I ,• t ; i ' r ; SIDE SEWER , 1 1 Ca ; t . 1 t t 7; t STA. Ai*0 i-61 1 . , . „ 1 , , .I , , „ J I ; : J : •II , cf) E t ; , ce cn i . t , ! i • .--: I j , f J „ I I 0 I I I i I I 1 I 1 4). T 0 0 0 •zt ; _ i 11 5 04 ' . : Scale: 1";-.20' o c:, I : 1 , i I : , t i PROFILE SCALE , , , ..t. , , , ,, Designed: KIB/MRK (N.I 1 i ! (7) ! , ' ! 1 ! Drawn: LV CO , ; , i , ,, 1 , ! H 1"=20' HORIZ. , , ! ! Checked: KKW '5 : i t : : : t : : :: Record Drawing Certification .3/d/ss Date: JUNE 2001 , 1 , . V 1"=51, . 1 i i , PROJECT REF: FAccri-0031 7 ..,_ I Job No. : C These drawings conform to the -0 i 1 i 200021.10 L6 Contractor's construction records. THESE PLANS ARE "APPROVED" FOR . 8 i : tr) -11- ...-.1-... up cs4 r•-• -- : CV,111 , ,' C) .01U9 ! 1 1 ! In i CIO LO iv- ! knlao Lt.)In 1 i • CONFORMANCE WITH THE CITY OF AUBURN c74 0 , CALL 48 HOURS as , ,.- t. , , , pt:47.--: ... ... ,, 1 , t dcr; opt-. .._-,- i , , CNI CT; a),r-- 4- 4- ; j , j J rwiJa; WI:I': j J j I ir ,44t' j I , I I i Go,ao r--1 r..... .4- .4- , , . 1 . i .,,) By.,./.. /ZA.•-•/), . 4;.1111.r i fr14.- Date/9110 7.46;4L1* ENGINEERING DIVISION'S REQUIREMENTS Sheet No. 0 , 0 (74 BEFORE YOU DIG t , , t _______§±oo , , , i 6+00 1 „ ; i 1 74i00 7 7 7 77 7 i 7 , 7 i 7 47 Title/Position a e . o Approved By; arelei, "`"-, --Celer S S5 di-800-424-5555 Confirmed by City ,,,,,.„.....,_ Date 8 o Date Approved: 3 i/et 5 of 7 Sheets CV (_) ii. 17 0 6 . , . . J C/) � Q � U r-lAvi 911111.111 1/i1M.Mil --t( M 'i(2,-"3 illil td ari PORTION SE 1/4 9 SW 1/4 9 . II, irb.._._„:2„ 1 N. R. 4 E. W. I. .•fVj SE wKEY NOTES: i -, ' i JhKING COUNTY WASHINGTON oNGRAPHIC SCALE (, � TO LAKEHAi N UT�JTY DISTRICT WATER PUWS - 22 PREPARED BY AHL_ ENGINES AND P A NERS. M20!iilsei3O 10 20 40 8o i ~ x� o©2 REFER TO K IG C()II�ITY STORIrII DRAiN, GRAM. LU s NROAD AND TESP PLANS PREPARED BY AHD -$( nit �r ) ENGINEERS AND PLA NIERS. 4 l-'� .1 inch = 20 ft MO3 CONSTRUCT TYPE 1 SANITARY SEYYER MANHOLE PER WSDOT STfl. DETA� 23a AND 4 N0 ,,,,„ I „„ . 1 „,„,,+,. , 1 ,,, i :,,,,,,,,;A:,,,,„,,,,,,,,,:„, ..., ' I ( .r'r� I IS ELLAt OUS MAINHOLE DETAI SS WSDOT STD. DETAIL BIZ (WSDOT STD. PLANS ISSUE C7( � II � ? DATED 10 f 21�t?1). — I + U L;.J" ( , I CONSTRUCT SANITARY SEWER (GRAVITY MAGI. (PVC _ Q I SDR35) 11111111111__ N rr■*r 15 �TARY SEXIER ` C NOD �� I ICONSTRUCT SANITARY SEWER CLEANOUT PER qTY OF AUBURN SSCO-1 DETAILO) ' EA IENT 18TYPE1f I .p, 0 0 i . : 4 : 5 SSC4 ok*I605-sTA. 1+04, 3' LT. • N rn �,o } I I STA. 1+01 I SSCO ... 1474.81 11+66 ( �S� Y Y Y OL16i 6tt5-16 TYPE 1 i I. — STa 5+16.74, 11' Rt t T IE 477.11 _( t,, 9 1 i € - L. t�J _ .... ■ ,.,:_. . _ 4- -� 605-20 TYPE 1 5.5 LF 6 PVC I STA. 46+47.37, 7.00 RT. I c'„' 5i5 LF 6" P� , .. . SDR 35 A 2X IAN. SDR 35 A 2X IriM1. __ i I � �; l -r - - i .. . � : .... Q o / r 5.5 LF 6" PVC 5.5 LF 6 PVC -�'Q •0 . I , an ( SDR 35 • 2x t1. SDR 35 0 2X MIN. 10' ONIONY off' SSCO 1 � � c}i CD I I f 11 Q UTILITY © spa 0+46 i STA. 1+s1 ' — - _ __. __ ` Q Z z �' S0 EASEMENT - : ‹, , Cr:i i I __ o w w w Ill I i . , I EASEMENT IE 474.63 I IE 476.94 -*� '� o I °a Q ¢ � € �``� i i N �( O O O V • 01 j-__ ,_._.. ' CO -1 I _._ I -5 to F H H _1 CNI i w � m m m \ r-,.., ......t al- v1 T C0 ' I II -� i-11 ;I rt: CA °3 1 1 ; e "•-: gi. I '''''''' ., ,,,,,,::: :,,,,.-- -.::',,,-,,. 240 Cy) 94.444,14t/R1110 44( E _ _ _ __ _ _ -- •- r I • .. I . T I .� '�, p EXPIRES 03•� f t • +► I L • 11 3 r.. ;: a THE bEAS TffNFIOUT A0R1Of�ZA1N1N CrOF A}I8L IRE r t PW STA = 1+53 r PVI ELEV = 485.25 it: j A.D. = 2.1 01) i Po ch�= 2 � fk � coI II } i i MO S 3 r N E i � 1- } LW M N Cf) lit W M L CJ W ' IE 11 1 d M / i Cr , T s S i t 1 _u. oo c -1.s Z.00% .00ZW W { Ste° _ - I � � "4 4 _ — to {_.,,W,___., „ » _..w __ _ _ . „ ». m m EXISTING ND RF?A@ W t GIB _ ,Slial CIS) WC° �, _ -r r, . , : 4 __ -— FINISHED :GRADE ® ROAD •gc T 0 M _ — SSMH , +, 20 1 ~ _ t!i - 1 SEE 319 S mitt i TH •rI J_ PROFN.E __ - - 1 5 I tii O T CC aCJ r i t ..„,,400*ii._,,,,,... .1f- t . W � ; 1 E ry • :5' /� S ? xw "•w a^? 1 r 3 '''':'*'A'd14:-''''''':- -:''.14: -7:';1j"6°.'i L 4 ♦ ) o iI -""''Io':rFSo q,':,,'::,:;-;':''''' ''' i s V SIDE SEWER x SIDE SEWE' ,, a ° o STA. 1+61 STA. 1+66 _ s ea : .,-d IE 6" 474.52 I f£ 6" 474.70 483.36 ca "DE SEWER SIDE SEWER 477.96 1 - STA, 0+96 STA 1+01 47$.0 6' OUT 477.36 ; _ SSMH605-16 ' E SEE 32O1H STREET 5 PROFILE cn 0 ._ a Q J 0 c r m o N r a U 0. j PRQFILESQALE ; s X Scale: 1 20' r » Designed: KIB/MRK �, i 1 =20 HOW. Drawn: LV 1"=5' VERT ? Checked: KKW 0 a a t LINE 2 1 T i a n Date: J 00 ,_.._,.._._. .__ . . ..,, .,_ .w. .�,._�.�. f._�_.�.�..,.__..._ �, _,.a.. ,�».�- ���.��_w..�... � �.__ ......_ _ „._ , .�»�.�. � , w.. _._» .�..ri__w �_�. _.�_ _,. _ . . . .... ,__ . � .. Record Drawing Certification J.. ; . co PROJECT REF: FAC01-QOS1 �s �n;ao ^$ N= t to t These drawings conform to the H N Job No. 00 21.1ig i o' `a •i i THESE PLANS ARE APPROVED FOR 0 0 N .- in r.:r: ` 'i °moo k x Contr ctor s construction records. CONFORMANCE WITH THE CITY OF AUBURN t ENGINEERING DIVISION'S REQUIREMENTS Sheet No. o CALL 48 HOURS 3 E ,+ 0 2 OD I By j Date BEFORE YOUDIGTitle/Position ee- - O Approved By: DA...,...„-. C5 Confirmed by City. Date 0 1-800-424-5555Date Approved: a !I 0 Z_ 6 of 7 Sheets gi o1 © 170C it ' , , 1, JQ (n � CANTERBERRY CROSSING � 0 eLLLi r Z o® PORTION SE 1/4, SW 1/4, SEC. 11, T. 21 N. R. 4 E. W.M. ,r I_ Z -0 aw , t KING COUNTY, WASHINGTON I E Iz o - • Q 4 ''`) / 4W \ i''--;• V) o� N W O G N N -- M- N . 1 • rM O M r , 1 Z . � Z �M - - 4 — — N� ''' / 0O ,_ 1 - (..) w 4 N r' � 0 0 0 N N. m {{ N N 0 N i,1' ,1 tO T_ N CDN 0 I Y Y Y C. ( I , -"'1 i 1 U U U EXIST. 8" ASBESTOS Q Q Q CONCRETE WATER MAINN EXIST. PAVEMENT ELEVATION=413.2t E IE=480.75± ~ 1-- ~ 10' MIN. 10' MIN. D 0 D rn U) U) e 0 JOINT FREE ZONE a PROPOSED 6° lQ " , off IE=479.40 AT D.I. SEWER MAIN WATERMAIN CROSSING g�°� �r°�T NOTE: 18LF ENCASEMENT CENTERED J 1. CONTRACTOR SHALL FIELD VERIFY INVERT i ' / ELEVATION OF EXISTING WATERMAIN AND AT WATERMAIN CROSSING - 1f .. NOTIFY ENGINEER OF ANY CONFLICTS. ENCASEMENT SHALL MEET Rion CRITERIA SPECIFIED IN DOE C1-9.1.4 aCrsrs¢▪ ' 2. CONTRACTOR SHALL USE EXTREME �SSIONAL • �� CAUTION WHEN WORKING WITH THE ASBESTOS CONCRETE WATERMAIN. EXPIRES 2 /6 I 03 GRAVITY SEWER MAIN/ REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS IGNS CD WATER MAN CROSSING INCORPORATEDHEREIN AS AN INSTRUMENT Dr PAHDOTIDNO N ST PY OF OR INTHE NI T FOR AUTHORIZATION GANBL T NOT TO SCALE to 0 r) co a, CV M co Z ci M z Cn ♦O V+ O CC IF, CC W Z VW W y _ ° CC CC l—I Cr `,2 W W mz 0 °) CC co CC Fic,INC= W VO Cal co 1- tO E V) CC c o ,:.; O a m c r cc - m O c+; n` U n c. Scale: AS SHOWN E Designed: KIB/MRK a Drawn: LV `,- // Checked: KKW Record Drawing Certification 44/` ' Date: JUNE 2001 R FACO1-0®31 PROJECT REF: 7' These drawings conform to the Job No. 200021.10 Contractor's construction records. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN CALL 48 HOURS By & ,` 'ya &aiik Date //$ ENGINEERING DIVISION'S REQUIREMENTS Sheet No. c BEFORE YOU DIG �� Approved By, Deiwi ,S SS7 Title Position 1-800-424-5555 Confirmed by City. Date p Date Approved: 3111 492 7 of 7 Sheets c o la0tI04 1 1 1 I ---- -- — — - - — — — — U - WW il --- ------------- IN n § -- ----- ------- ■ 1 i ! W co g 1 cy, i : 7,,z I — t° TRACT -F_ LANDSAP _Bt�FFER -i!.1-..,:;'1!_j_i' t I I j ! 1 I H 1 W IL s W 51 g .....• g - c) Ij 7H 50 j 49 ' j � 3 & QQ `L pQ � !•.I' i I H I LI)48 1 I '{ -1 t I i gii-c_ c' HI N ... _ ' I - - - S �u : , ,_ _�__ -_ SCALE V 1 _ ., '.,__ - - ------ --............._-- - ---_ 1 d0 OsesiiGRAPHIC 23 ao too 200 .� .... ill 614 I i � ( - cf)F � .„ : ( IN FEET ) . , ..„ -- --E- --� ' ! `� • 1 inch = 50 it W 32 ; ft LLI f� Ir 47 iH±" 11 Z { i 1 I �i } 45 , ; _____ 1 44il II - 1 . _ gg W j ! i ! i ;i P -- , 1 I i I , !! 1 r 46 I I ! ! 1 F1, 1 1 I` I I l l I 3 3 1 ' 1 , I ! { I ! i ; t 1 1 -- t1 I � S 0 I ;k1:4'i: 1 - \ , '-.; 1-_P, ______,,,,_.k , , L,v Al i 1 a LJ 2 l — ' y , , 1 '� I 34 • S. 319TH �T O # _ ! © Al I • 9_ 1 _ _ _ 1 :.4:'(;:s*:.v.--'0)_ , , . fT V. -i r _ _�_i� SIONAL�' P. 1 _cilf____ I: I s L j , p : I LDT1�LIV� ������� �© tJL� EXPIRES 6 /� /m3 r 1 1 r i ; _� i 1 ! 1 I 35 ! " 1 ' I ` ! ! ' I 1 . SYMBOL DESCRIPTION LAMPS VOLTS MOUNTING & REMARKS j { ; { I I ! I WATTS I ' a. i. '— - I ! 42 ! i ' { 1 5 6 ! CD 1 8 9 1 10 ! 11 G.E. (1) 100W 240V PROVIDE 30' POLE WITH 8' DAVIT ARM PER REUSE OF DOCUMENTS ! I ! , I I III 43 '11 ! 1 2 3 1 I , 4 ' (-n Al ALL MATERIAL HEREIN CONSTITUTES THE _i I : ; I { ; I ! li { ; M2AC10S3M1GMC32 HPS 120W SPECIFICATIONS AND CITY OF AUBURN STANDARD ORIGINAL AN UNPUBLISHED w of TH I I• :; , I 11 I j : , r 1 4 ti i I ! I I ENGINEER AND MAY NOT BE USED, DUPLICATED OR G L D U UBLIS ED WORK E —� 1 I j i ! ; I ! i I ' i I I ' ',1 - .1 I 1 Lo ! zDISCLOSEDWI T WRITIE T ! , 1 1 I ! I 1 III ! 1 I w OF THE ENGINEER. N© N2 01 36 !. : 1 .{ 40 11 ` •! , I 3:;1. d - ! > BY BCE ENGINEERS, INC. ALL RIGHTS RESERVED. MI i ..___7_ — — 0 __ 1 — T • CONSTRUCTION NOTES i - s • . �T ,, 1 ELECTRICAL LEGEN0 D 13 -Cu x �" � 2f7 �" .:- CONDUITWITHA E / ,' �- '" �: ` ;! ? : CONDUCTORS PLUS2GROUND. • ` llSYMBOL DESCRIPTION TRACTc :i\- 1:.,0:;i:Tpir.- I OI , !;� r;, r ,�1 ,,a r., ! 2 EXTEND EXISTING LIGHT POLE CIRCUIT Z TRACT 'B ,._ :� f v_ ,RK/R,CR .a„O i LIGHTING CONDUIT tilim ,, I TONEW STREET LIGHTS. - -, : I 1 Her\NK r ' ,F.A ,�N .t `/ �,\ BOTTOM EL i1 1 I I R ET YIV 1 I I 3995 • 1 ACC �. I ! 1 ;" \ 13,584 SF I ; 15 14 2" CONDUITLIGHTING JUNCTION BOX 38 I ! ! CO t I I t j` TRACT %��� �� ; 1 19 18 17 16 0 BOTTOM EL 40D 00 I THE STREET AS SHOWN ON PLANSCO r; ,�" ` i 15,288 SF ; ` STUBOUTACROSS THE ! 114 I. i A'' PATH \� II 1 I ' 1 1 { I I` CONTRACTOR TO PROVIDE CONDUIT '-❑� LIGHT STANDARD 1 • _ ;' ; ,r !�A.r�}r, � ;' _ Ii ' WITH PULL STRING. i 1, VI IN A i ; I ; i �. It �, i /�� 1, 1 Q' SKYLINE SERIES 477 00-A1 ! . ; ,� . 1 __ __ r'�>-- 1 I--- +T-�_� __ _ =-r- GENERAL NOTES CCC D MT PEDESTAL ! — ...�t ,� METER A 39 . M E EDES L �' ; :,i , �` \ _ . 320th STREET A 1 . LIGHTING CONDUIT SHALL GO IN Ca) AlA SAME TRENCHES AS POWER i--- - ;F / = I- � - - -- - -- - - �..��. -�.,� COORDINATE WITH PSE. j. I W - - , TH ITY >I. C_D H- HI1;4 --- --- • Q . FOR ANY AND TALL CCONSTRUCTIONOF N —1 1 uIr I h 1 }lt ! ii STANDARDS. CC �. ! I;II. 1 ' a = fi�I ''!;I N , __....__.__. Cr i— ;. ' 3 COORDINATE WITH SPECIFICATION ! W _-_--- I I 1 (.....,. \ , `" 1 FOR CONDUIT USE AND TYPE W 1 23 I - - I REQUIREMENTS. 22 , ICri ;ff' , I I> /` I 4 . ALL STREET CROSSING SHALL BE 1- 1 I I. •I i 1 HOT DIPPED GALVANIZED STEELCC (i) -' ! -- -'>' I 1 CONDUITS I J I ! \ 5 . THE STREET LIGHTING SYSTEM IS THE f I ; i __ + ! RESPONSIBILITY OF THE CANTERBERRY CROSSING Film -- --j 1 �- 1 HOMEOWNERS ASSOCIATION UNTIL SUCH TIME — - -- - 1 ! AS THE SUBDIVISION IS ANNEXED TO THE CITY. !., TRACT D. ' ' ! I 6 . COORDINATE WITH ALL OTHER UTILITY, POWER, 4::( u - J i j ;...1 I 1 L 1 1 i I . _ GAS, WATER, CABLE TV, ETC... CO) I I N � I DRAWN BY: HMS o j N ,,- I ! ! CHECKED BY: CAH CO- 4 i N REVISIONS i - :� - _ _._-. --- — — I S Record Drawing Certification /i�/oz F- ! 1 PROJECT REF: FAC 01-0031 DRAWING No. cu I These drawings conform to the o ' i 1 I THESE PLANS ARE "APPROVED" FOR Contractors construction records. 0, c : I 1 .1 CONFORMANCE WITH THE CITY OF AUBURN ' I ! � � /�� /� Date ENGINEER NG DIVISIONS REQUIREMENTS I By 9/?47El "' � , ' i Title/Position /) D 1 { ' Approved By, 0.0"-va"..-, S yfi� o O ; I I p-1- j Confirmed by City: Date o I ' I / I I: Date Approved: 3 )) 07 DATE: 3-1-02 w a PROJECT No. 201-136 ai , ii a10 /7 o 6