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Plans Resubmitted 8_18_17.pdfOWNER: Port of Edmonds 336 Admiral Way Edmonds, WA 98020 CONTACT: Robert McChesney PROJECT MANAGER: Jackson Main I Architecture 311 First Avenue South, Suite 300 Seattle, WA 98104 CONTACT: Shawn Rafferty LANDSCAPE ARCHITECT Lauchlin R. Bethune Associates, Inc. P.O. Box 1442 Maple Valley, WA 98038 CONTACT: Lauchlin Bethune CIVIL ENGINEER: Reid Middleton 728 134th Street SW Suite 200 Everett, WA 98204 CONTACT: James L. Purkey ID . %%je vleV P�N� stiRy101 ioVy uE�E�o 000N�ER a, NORTHWEST - AERIAL VIEW dip=. 1- EDMOND'S YACHT CLUB yam. n SOUTHWEST -AERIAL VIEW W L 2- PORT ADMINISTRATIVE OFFICE 3- SITE- NORTH PERSPECTIVE 4- SITE- SOUTH PERSPECTIVE WEST VIEW - ADMIRAL WAY SATELLITE VIEW 5- JACOBSEN'S MARINE SITE CONTEXT k ss ss s ss SS SS SHRUB % BUILDING LINE CONIFER TREE — — — — — — EDGE OF GRAVEL STUMP VEGETATION LINE DECIDUOUS TREE X X — FENCE Q TELEPHONE/COMM. MANHOLE GUARD RAIL To TELEPHONE PEDESTAL P UNDERGROUND POWER LINE II1 GAS VALVE P" RECORD POWER LINE ® GAS METER 0HP— OVERHEAD POWER LINE ® JUNCTION BOX G GAS LINE DJ POWER VAULT G• RECORD GAS LINE © POWER MANHOLE SO STORM DRAIN LINE ��LIGHT POLE SD• RECORD STORM DRAIN LINE ® POWER TRANSFORMER SS SANITARY SEWER LINE —0— UTILITY POLE SS• RECORD SANITARY SEWER E— GUY ANCHOR n' WATER LINE QD STORM DRAIN MANHOLE w• RECORD WATER LINE ❑ CATCH BASIN TV CABLE TV LINE Co, CLEANOUT c COMMUNICATIONS LINE (FIBER OPTIC) V CULVERT AS NOTED UGT UNDERGROUND TELEPHONE WW7 WATER VAULT RIGHT—OF—WAY J� FIRE HYDRANT — CENTERLINE OF ROAD pd WATER VALVE PAVEMENT STRIPING ES WATER METER ® ® WATER MANHOLE OR AS NOTED IRN IRRIGATION VALVE HBO HOSE BIB QS SANITARY SEWER MANHOLE BLRDO BOLLARD JZ SIGN ® & FOUND MONUMENT IN CASE . is PK NAIL W/WASHER 20 10 0 20 40 SCALE IN FEET X X -- �w.w r vm ru BURLINGTON NORTHERN SANTA FE RAILROAD SURVEY NOTES I\ so 1YM .YI.IOA{M 1, THE UTILITIES SHOWN HEREON ARE BASED ON OBSERVATION OF SURFACE FEATURES, AND RECORD UTILITY MAPS. FIELD LOCATIONS MUST BE VERIFIED PRIOR TO ANY CONSTRUCTION. 2. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ANY EASEMENTS OR OTHER ITEMS OF RECORD. 3. BASIS OF BEARINGS: WASHINGTON STATE PLANE COORDINATES, NORTH ZONE. 4. SURVEY MONUMENTS WERE FIELD MEASURED USING LEICA GS14 AND LEICA 1200 GPS RECEIVERS. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING CPS WERE TIED TO THOSE POINTS USING A LEICA MS50 MULTI —STATION IN CONFORMANCE WITH ACCEPTED SURVEY PROCEDURES WHICH MEET OR EXCEED STATE STANDARDS SPECIFIED BY WAC 332-130 WITH REGARD TO LINEAR AND ANGULAR CLOSURES. 5. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS OR OTHER ITEMS OF RECORD. 6. SITE IS 360 FT +\— FROM O.H.W.M. AT THE BULKHEAD IN EDMONDS MARINA AND 110 FT +\— NORTHWEST OF WILLOW CREEK. ago .,w..— III DATUMS: HORIZONTAL DATUM: NAD 83/11 WA NORTH VERTICAL DATUM: NAVD 88 BENCHMARK: N-7, RESET 1956, BRASS DISK U.S.C.&G.S. MONUMENT SET ON TOP OF CONCRETE RETAINING WALL OF A FLOWER BED, 3.4' NORTH OF THE NORTH CORNER OF EDMONDS AMTRAK RAILROAD STATION. ELEVATION = 13.52 EXISTING CONDITIONS PLAN ADMIRAL WAY LANDSCAPE IRRIGATION PLAN IRRIGATION LINE AND SLEEVE SIZING ll01 �1lly IS 20' 40' CLASS 2DO PVC LATERAL LINE SCHEDULE. 40 PVC SLEEVING f 1 ® 3N•II)ffi BETWEEN rLDGB 48 BETWIOGPM EEN LIME MT%'M I6.15 OFM SEINE BETWEEN I I- 5OPMM SCALE: 1"=10'-O" NORTH 11/4.1DID tLLTw7a111s2s OPM 4'SLEEVE 9SW CIPM SCHEDULE 40 PVC MAIN LINE RAINBIRD PER SERIES CONTROL VALVES BASE MAP FROM JACKSONMAINARCH.;SEATTLE,WA. 3/4' LINE UPT010615113A'VALVE UP TO17@M T TINE BETWEEN II-15 tIPN I' VALVE BETWEEN 15-25 GPM IIM"LIN8 BETWEEN 1627 GM POINT OF CONNECTION DETAIL • ALL MAINLINE SLEEVING TO BE MINIMUM 4" •.c aawx-Iwo. � 3/4 WATER METER BY OTHERS (wATTA PRC55URC ROWING VALVE - WATTS) I/4 STOP VALVE - MUfLLER SCHEDULE SO PVC UNION 3/4- DBL CHECK ASSO/BLYJ�T 1' MAIN LINE MANUAL DRAIN VALVE OUICK COUPLER 1• VALVE KEY VALVE MINTIER �� VALVE GPM (GAII,ON6 PPJt) EMlitl, RI2.00-SL2 ry•bt.r Sb.b2r.v bts.lw.2�) 30 1'1' tVwt VRf�VALVB Pp(OPEIATINOFROSSURE) r.romw aavw Ierwn m memv, r I.rr aex Nona..... tear s DETAIL. QUIGiG�.OUPL.INB VALVE NO SCALE NAI ,Ia.l N 1 r [ PANTO o =Z. MAu v .RIDE N ma.0 amf. e�'.I�1 �"[c�tt � %i11 a ei1�A�' Au s1wlx71aln DETAIL. POP-W &PRAY SMNKLE'R NO SCALE IRRIGATION LEGEND SYMBOL MANUFACTURER PSI RADIUS OPM LOCATION NOTE: USE 6" POP-UP HEIGHT HEADS ADJACENT TO HEAD IN PARICINO STALLS. USE 12" HEIGHT POP-UP HEADS IN ALL OTHER LOCATIONS. CONNECT INTO BOTTOM INLET OF 12" POP-UP HEADS. RAIN EIDul2wmm, PLwrncr+omi 30 ID 137 SHIXUB RA114DW I2W11QHMPRPLAST1CNW71.E 30 IP 0.70 EEUB p RAIN BMD 1112 W/IOQ MPRPLASTIC NOZILI. 30 IW 0.39 SHRUB RAIN BIRD 1812 WMST MPR P1A871c Norm 30 95.Ir 1.73 IMLIB RAIN BUDIS13wISB6TMPR PLASTIC N072H8 30 4W 13I SNUB p RAINBIRD ul2WA=TMPRPLABIICNOID1i 30 4YU' 0.61 SLAB eRAUMM NO BERMS AUTOMATIC CONTROL VALVE, SME PERPLAN AND PROVIDE AMSTE . CONTROL BOX t MIi.2 CU.FT. MAsI® PEA GRAVE- wATB1tPRESSURE REDUCING VALVE- WATTS SERM US. USE, AS NEEDED; SME NRP.O.C. DETAIL eMUEILERBRAGS ISOLATION VALVE,SI2E PERPOINT OF CONNECTION DETAIL, INSTALL IN ROUND r AWME, MR DETAI- N FBBCO DOUBLE CHECK VALVE, 912E I= POINT OF CONNECLWN DETAR, INSTALL IN LARGE AMEIERCONTROL BOLL MR DETAIL 1 RAPIKIRD QUICK COUPM VALVE MRC. ASSUME 1- UNLESS OTHERWISE NOTED ON MN. QC ►ROVNY. NOSE SWIVEL. INSTALL PFJI DETAIL AC RAINBUIIU EST UI MODULAR SEURS-S STATION AUTOMATIC CONTROLLER. EXTERIOR MOUNT. COORDINATE. LOCATION ►PLR OWNER APPROVAL PROVIDR LYNND W TO TOWER SOURCE AND CONNECT TO POWER. SOURCE. L GLENHITON MC MIN CLICK I RAIN SENSOR WITH BYPASS BR'rrm MAU MR OWNER. I:MAIL BOODM40 PVC MAIN LINE, SGIE PER RAN. MIN. DEPTHlt"BIDAW FINISHED GRADE. 1' CLAW 200 FVC LATERAL LINE, SIZE MRPLAN. MEN. DEPTH Ir BELOW FINISHED MIME. i_1 _-0O®IIP40PVCSLEEVMOSEMPEIPIAN,IEN DMMIr RMZWPDIM® GRADEFORMAINLINC _ _ .30BOULE 40 FVC STEWING: SIZE FEE PLAN, MIN. DERV Ir BELOW FI WHED GRADE FOR LATERAL LINES. ROCK BRASH PER LANDSCAPE PLANTING PLAN, SEE SHIMTLLO. RRIGATION NOTES 1 bl 6.1,Odleya0a«wr.e ar.Wo 40m. rrm wrr grewb((iPMrpoheefeomea4lod Vedy PMdGM lfdfewpa.ry ..a ccpnl b 1A•6••0" A.141 N d- ahn p-4., aTb. lydrye CY.rl.r. dr0 Yyed dr dw.de.dfy al.Ii oomfid-ed dh-d- pelrb blddhS dw omWm. ). l�.d.c<p<A.<Ldbn b bM 4a►e..otke b m4w p.«xe M1.1 fa amjett hv.ia<swew wlh SaIAIIa" Cn.ilL'«bw (a. mV..eL qq-.L 4.1eigmdoo dr YYymrla AdUMp1mv.1wd MPnimb.de.eft Rdd e..m-d Fl•r Mae- Rep.l•my dleaWrdr b Handwar Ard&& S. Cardbr 1dW1mP"� ofaa.awdm d l.erlm da.MmWe e.rlaBr with G.ead C4ebrtr. 3N• wr.rM0r by G...Y Caraw*a Cardbeb Yl wvb wW ahr mid. bverd. e. nu rJ.a rill a Pl.oN m..lw bwa r. e.cm.c "6i<h RsOiw s.m Tord.er.p. Lacre v.Me b ebab d gmewl a Rb.b .blw eppevdbyldeo.pa AvlbMa. Ne.r'niv. b U-ww 7, A• ••ei""•w o(b11/.dr ryra. da0 a a UJ ed e4v 4 a, o A d.wl<,v.n.e• ed w v.a apaq am bdIB.O, wbkdowa, or P.." Seta C abe AN, He I.PNOW to P-6.,.a Pw. wv.ely b{a.dae m_ 1. Clean.. 1. mopem is 6 may dwompm r b 14.9 d md..b.oa. dal.4lv4. W. .rrr<.oe 9. P.y c«ael w*. babee..6Rr d a" m eaa -"IV vc. 10.17«bamialb bl .l"I••RhlS vulva FAtl ay.. lm.. b+(an m.wLy e.raLa Tr un'Y_ aloe bct mww-b« I I. FLeeek val- BaaYBow pwvrab."r..bl7bbpbtNbbeb. Ired..dn Goa«db,wbd n.MB ado Vu,y 1b...In a.e. to p..N wow I1•r a.rldre w rb. Y.daB.d. M.16 tlwly.nfa W M••d .Left... 12. P.exb A.0 eo+.ep b.D lrw. d eMbbei IoR40.dtded h11Voa heW r aew�y b.ddaw AVl eea.yt d wallo b aE P�d•0 I7.I20AC 6aa. d-Iv'.c.rc dIul I. AN a0apo.W ybrel Cart.Nr. TW lwba�. Cameetr lW m.L. M. m.l ae..nUa.6a. b. d..vla.l..vrc<q G<cae.dle AN wvi.0Par Lt1 Cody V.AU Mbo&- P6gb ..b b.&cy.Ambb bflora b-booS`01 ft Pmobod-h.b Slew. ee0BC)TOMO.f /•vl•S r r4lT Pl.n dl .lrlb h.ed• e.bnb bwf., e.m 4.6arbeO.e ed vJe Ile' 6w a0 ab.rrr. CONNIILTITI'O BOTTOM MILT a Ir POF-UP IEADB. 13. WW W.B d" qowne 7Y MOOea eam.nar W.R. mWl. r®el d1Av.lva.rwbb'. Dmbft IM mdelme trl b..-.~ by b"."docy •e"Pr••d ek I.r d«.y-de.oa4h d« <wgUr 1... dr po;ato(e.e«ctim Ia Doarare -k .e.7-mbwui"d.re"m."e ..sia We".aTeim rd W_P•«< I1. L- dl walk- b.dw dySm/. CM 1000) 4243M I /. VeaU b1I0"laa. gree I. -do- woh d1 epp1L-abl<o.d. d oederea 19. Mas RW Swear.w qp of bwlldky. P1.c. b eppv.d Ie<atiea wllb laod..gw ArzbA<ea 7o F.m ceewv0s .LIDO 1M.14 �<.yle ece..d dev.t bay Wirt IURY) arid. m•.P•• )db. wv..d w..mrm wv. b art valve be< wile coa.«.m.wd..b.dwSr W.eU.d. All .in gL.«t.a la.L wmnsim. IXIY�tkrnl 0`a1 STCc. 6J'SM 3I. Cacvr.a b pamlb PUT / de NNroiO bawbW q I.aad.cq<Aecbeen p/a q claeaA d)aF 71 tl.ea4ulcamd wve.bh gl,cad u.oead b.u<ody 22 A.,Mh rW...rem 0, a a<«a.e4 r bm b.b.4 wa.d.t mob r d6reM inTheme. b. baWl.eal, .p W. ty reek bade Prior b hWWm ofielgda. 24. P-W. me (1) yarweeevy for patk .0.11d; d wM.rdtlp W. 6s1 oraprre d4 0m ower fir w.A a.. pYmd prkdS d . 25. V.*..dbe d gm-dvdt Land- per CIA E.gharp-W rneelaeim All -.I-bb.b we A. Ur 6.p6 be/v. pdr. le" Note b to brill add 12' d.FD below go& 26.31111 hnb adJ.aelb hrl bprYbtba.tmpa.kmS lal atrlpa --pim"w'�0° mx mm e.w/xr w m.r1 a.1 r Iwo. (aam o w0i 0 u am io0 Me "tN 4. OL DETAIL. RE9•IOTE CONTROL VALVE NO SCALE ..r..w.t MIA o�rR aar< 41xr (1 r AY. wx ram.x r 1emM brD m.x ar r 4�pw wx IIm Ua e.. a xwnw-[IIJ °�" 6. - e4xY.7Ai ` .eJ4•, � «.wo- rw.w a.. .a.e aeea .r XO. _ 1. KOMmQ, �iovt �1bMllaaoe A,.W��r.,��1M u ,4'be.er .v rw Oa!Q o'aw.i Iwo Nor wml io NONwmx r wwamx rw wm Irma DETAIL. BAGICFLOW PREVEN ER NO SCALE Lauchlin R. Bethune Associates, Inc. ■ LA dw p• A-hl- dt PI -leg. ASLA P.O. Box 1442 ph-: (425) 432-9877 Maple Valley, Wa.hlert..m 98035 fhx: (423) 432-9B7r leu.1.F)bothunwwcielc..00m .vww.bolhur..eeeociela.team LANDSCAPE IRRIGATION PLAN Y YYY Y A AAS 7 ]Y 5y7[ 5pp7 5g9p jell 1�1 .as idi.1, fit 8,1111 a Pallj r;; }#* osl� cm I L O z 'S 5S2 0 C _ W m N w' L7 1 91. c a sRa pl a z Q J C� z H z Q J W Q U N v q yry'� Z f m Q oa J m �0. W V r� AF\4 A I it N()/\,k MM DW WE G7p1lAlN STM FLIM 10MMMPPE UNAMOUKDREMM GE-12M pay Scei r IN FEET 10 0 10 20 Preliminary Grading & Drainage Plan Moll., I No AOLA 11 I IF RNI A 1'\j I d A I I LEGEND -W- WkTOLK 0 WATER MEM ss- eemLm a OeM ClEANOtFr SCALE IN "'T 10 0 10 40 PRELIMINARY UTILITIES PLAN I MOUNTED SITE HTS PER SPEC 20,880 SF 0.48 ACRES 8 1�6�511 8.5cC6.5' � 8.AC16.9 I VAC16.6 I 8.,XCI8.5' I VAC18.6 � 8.ACI6.6 1 8.'AC16.5' I 8.'xCl6.5' 18.5'x'l 6.5' � 8.4d 6.51 � 8.5'x18.5.18.5AS1 6.5' s s s s s Q�R 8.55A16.5' 8.5'A18.5 8.55l6.6 8.MA16.5' SITE LIGHTING PLAN U. . � fffffa SOUTH ELEVATION IT,s EAST ELEVATION FINISH MATERIALS 3. ROOF METAL COPING 1. CORRUGATED METAL PANEL 4. STOREFRONT GLASS 2. HORIZONTAL SMOOTH FACE METAL PANEL 5. C CHANNEL CANOPY —a, ° ems 6. BRICK BASE 7. WOOD PILING ROD IRON DECORATIVE FENCE :% "IZd .us WEST ELEVATION wZ ti ` 21; ti NORTH ELEVATION ELEVATIONS AN LI. 1�� 12 I-- CL LU 0 z 0 C.) 0 M 8" l7r° T Varies With Height Varies With Height Standard Heights (6', T, 8' only) 3', 3%2 , 4', 5', Q 7', 8' I(1) 2" Nom. 36" Min. Footing Depth 8'O.C.N 1 3%4" TYPICAL nl (: NOTES: 1.) Post size depends on fence height and wind loads. See MONTAGE INDUSTRIAL' specifications for post sizing chart and setting dimensions. 2.) Third & Forth rail optional. 3.) Available in Flush Bottom. l4"MONTAGEHm Rail (See Crow Section BalOw) Post size varies with Height (See MONTAGE DW USTRIAL' Poet -Sizing chart) 0 1" 0 16ga Picket Bracket Options MONTAGE II' RAIL l%4" 00 1411 0 01 p Ia E-COAT COATING SYSTEM Base Material Uniform Zinc Coating (Hot Dip) Zinc Phosphate Coating Epoxy Primer Acrylic Topcoat RAKING DIRECTIONAL ARROW Welded panel can be raked 30" over 8' with arrow pointinj grade. PROFUSIONmWELDI No exposed weld Good Neighbor p appearance on bout num HEAVYINDUSTRIAL STRENGTH WELDED STEEL PANEL PRE ASSEMBLED MUIVIA UZ" XVIIJU Specially formed high strength architectural shape. INDUSTRIAL SWIVEL INDUSTRIAL UNIVERSAL INDUSTRIAL FLAT BRACKET BOULEVARD BRACKET MOUNT BRACKET s BX304 BX302/303 BX301 Values shown are nominal and not to be used fbi installation purposes. See product specification for installation requirements. 2RCISO Ek: MONTAGE INDUSTRIAL CLASSIC 2/3/4-RAIL 1555 N. Mingo DR: CI SH . lof 1 SCALE: DO NOT SCALE I����"JI AMEMSTAW 1 Tulsa, OK 74 2 6 CK: ME I Date 6/28/10 I REV: b I www.ameristarfence.com DECORATIVE FENCE AMERISTAR IIMA IQCAI KIN a GRADE I, L TENSION WIRE \- TRUSS ROD OPTIONAL, SPECIFY WHEN ' I' REQUIRED. 1 I 1: I I j;-� 10'-0" [3048MM] MAX SPACING ' I I I FENCE SECTION ELEVATION WITHOUT TOP RAIL & WITHOUT BARBED WIRE END & CORNER /- CHAIN LINK POST LINE POST L TENSION WIRE \- TRUSS ROD OPTIONAL, SPECIFY WHEN ;I I i REQUIRED. I ' 10'-0" [3048MM] MAX SPACING I I I FENCE SECTION ELEVATION WITH TOP RAIL & WITHOUT BARBED WIRE FENCE HEIGHT END & CORNER POSTS LINE POSTS NOMINAL HEIGHT B-1 BAR LENGTH H-1 HEIGHT ABOVE GRADE B-2 BAR LENGTH H-2 HEIGHT ABOVE GRADE 5'-0" [1524MM] 8'-0" [2438MM] 5'-0 5/8" [1540MM] 7'-8" [2337MM] 4'-8 7/8" [1445MM] 6'-0" [1829MM] 9'-0" [2743MM] 6'-0 5/8" [1845MM] 8'-8" [2642MM] 5'-8 7/8" [1749MM] 7'-0" [2134MM] 10'-0" [3048MM] 7'-0 5/8" [2150MM] 9'-8" [2946MM] 6'-8 7/8" [2054MM] 8'-0" [2438MM] 1 V-0" [3353MM] 8'-0 5/8" [2454MM] 10'-8" [3251 MM] 7'-8 7/8" [2359MM] 9'-0" [2743MM] 12'-0" [3658MM] 9'-0 5/8" [2759MM] 11'-8" [3556MM] 8'-8 7/8" [2664MM] 10'-0" [3048MM] 13'-0" [3962MM] 10'-0 5/8" [3064MM] 12'-8" [3861 MM] 9'-8 7/8" [2969MM] 11--0" [3353MM] 14'-0" [4267MM] 11'-0 5/8" [3369MM] 13'-8" [4166MM] 10'-8 7/8" [3273MM] 12'-0" [3658MM] 15'-0" [4572MM] 12'-0 5/8" [3674MM] 14'-8" [4470MM] 11'-8 7/8" [3578MM] NOTES: 1. THIS DWG CORRESPONDS WITH DWGS 1-1110 & 1-1130. 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER HALCO ONLY. ANCHOR FENCE PRODUCTS by Master Halco Orange, CA Phone No.: 800-229-5615 www.FencoOnline.com BY: JRR TYPICAL HIGH FENCE WITHOUT BARBED WIRED DATE: 09-27-95 DIMENSIONS & SPECIFICATIONS REV: C DWG: H-2 LM 1-1000 LAYER: 1 REV DATE: 08-04-06 I SCALE: 1/4" = 1'-0" ANCHOR FENCE PRODUCTS BY MASTER HALCO