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HomeMy WebLinkAboutLarge FormatKENMORE JOB SITE MEDINA RENTON AREA MAP/NO SCALE VICINITY MAP /NO SCALE LEGAL DESCRIPTION 1/4 SEC: NW 32-24N-05E TAX LOT # 051 850 0420, 051 850 0410 BARBEE f.lllLI_ TGW UND INT IN TRS A,B,C,D,E,F,G,H,l,L,M,N,O&P LAT 47' 35' 57" LONG: -12Z 19' 53" ADJACENT OWNERS: CD CONl\!ER HOMES AT B1\RBEE MILL LLC 4'! 01 WIL.LIAMS AVE N RENTOI\I, WA 98056 @ CONNER HOMES AT BARBEE f;IILL LL.C 4051 WILLIAMS AVE N RENTON, WA. 98056 PROJECT DESIGNED BY: Waterfront Construction Inc, THIS DOCU~JENT IS PROPRIE'fARY PROPERTY OF WATERFRONT CONSTRUCTION INC., s\ND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER Pf!OJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATERFRONT CONSTRUCTION INC. . --··. --. 8 ' ,_ ~ . , ," ' ' ' ' . ' / \ / 1\0 / \ \ \ \,, J / . ' \~/ ' / \ \ \ I I \ \ ' \ \ / 1 O" STEEL MOORING PILES 1) ~! .. ~·~······ ol · · ml Ct'. .,c I T I PLOT PLAN 20· 1 o· o' 20· SCALE: 1 "=20' ' ,. • INSTALL 3'-9" X 36' FULLY GRATED RAf~P AI\ID 5'-10;1:i" X 40' FULLY GRATED FIXED PIER WITH A TOT!\L SIZE OF 370SQFT. • 11\JSTALL (4) 1 O" DIAMETER STEEL MOORI\JG PILES • INSTALL (6) 8" DIAMETER STEEl. BATTER SUPPORT PILES. • PILES WILL BE DRIVEN TO PRACTICAL REFUSAL USING A VIBRATORY PILE DRIVER. • CONSTRUCTION WILL T/\.KE PLACE DURING AUTHORIZED 11\IWATER WORK WINDO\NS. • ALL DOCK SECTIONS WILL BE PF/EFABRICATED AT THE CONTRACTOR'S LAKE UNION FACILITY AND DELIVERED TO THE SITE VIA CONSTRUCTION BARGE. • A PLANTING PLAN OF NATIVE VEGETATION WILL BE INSTALLED. ~ N 'I I I u z z __J _J w w > > __J <( CD <( CD __J l/) L() l/) Ul 2 20 ~O co 2 co wo:: <( 0) 3 C5J Ww __J __J OJ [L __J __J 0:: [L s<(lsi <( 0 s > OJ n n ' ' >-CDZ CD Z f---0:: 00 00 <( <( 'q-r ~ f--- (J) (__') z z W. c;j w c;j w 2Z 0:: 0:: 01= "' f'. 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' i======::'::::i=======::':::;=====:!'::::======::"+:=',:~,':=-'~='=1· \ I I I I \ \ I I \ I 16'± PROPOSED 5'::_ IO Yz"x40' FULLY / / ' / · GR1\TED JOINT -USE FIXED PIER _j t0°c~ PROPOSED LOW J'· .. (OLTAGE DECK LIGHTS \ (4) 10" STEEL tvlOORING PILES PROPOSED 3'-9"x36' FULLY GRATED RAMP OHWL 21.80' (COE) 18.80'-(NAVO 88) @ FACE OF BULKHEAD . PROPOSED PIER DETAIL VIEW SCALE 3/16"=1' PROPOSED 3' -9"x36' LFULLY GRATED RAtvlP PROPOSED PIER ELEVATION VIEW 4' 3' 1 'o' '""---4' 8' :::J EXISTING GRADE \ , INSTALL 3'-9" X 36' FULLY GRATED RAMP AND 5'-10\f' X 40' FIJLL.Y GRATED SCALE 3/16"=1' MATERIAL LIST FIXED PIER WITH A TOTAL SIZE OF 370SQFT. ----- • INSTAL.L (4) IO" D1A,\1ETER STEEL MOORING PILES P/\RT SPECS , INSTALL (6) 8" DIAMETER STEEL BATTER SUPPORT PILES. PILING 8" & 1 0" STEEL STD WALL , P!LES WILL BE DRIVEN TO PRACTICAL 1REFUSAL USING A \/18,R/,TORY PliLE DRIVER. GAPS W6x15 ,, H,, BEAM GLU-LAMS 5 1/8"x12" DF 24F-l/4 JOIST 2'"x6n DF #2 OR BTR ~---·-----•s- PRO,JECT DESIGNED BY: Rl~A JOIST 2"x6)1 DF #2 OR BTR Waterfront Con5truction Inc, - NA.ILERS 2"x4" DF #A OR BTR ·L -- ~ TREATMENT --------------- EPOXY COATED ' ~ HDG ACZA t--ACZ/, ACZA ACZ/, --------THIS DOCUMENT IS PROPRIETARY PROPERTY OF WATERFRON:. CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHEll PROJECT WITHOUT THE WRITTEN /l.UTHORIZATION OF WATEF,FRONT CONSTFWCTION INC. GRATll',IG 1HRU-FLOW tvlOLDED PLASTIC NONE --~- HARDWARE STEEL STAll'-ILESS OR HOG. ~-- 7' 9" :) - l 1------3' -9" I o-------3' -1 " \_1 1/4" PIPE HAt~DRAIL TYPICAL - 2~" ~1. c-- ri---1------!--r- 2"x2" DIAGONAL ANGLE BFlACE 4" CHANNEL, TUBE, ANGLE CROSS TIES TYPICAL EVERY 2' OR RAMP SECTION A-A C'CI L' ·1 "---1' ,_, A C: PROPOSED SECTION VIEW B-B cc·LF· 1"='' ~ A -· I 5-1 /8"x 12" GLU-LAtvl BEAM 8" STEEL BATTER PILING 5-1 /S"x 12" GLU-LAlvl BEAM 16d HOG COMtvlON NAILS (TYP) .. , (------ 2"x6" JOIST _J @ 2' 0/C 14" HOG THRU ROD @ j 6'-10' 0/C 2"x6" RIM JOIST PROPOSED SECTION FRAMING B-B ·1 ' 6" o' 1 ' 2' I z-· - SCALE 1 "= 1' 3"x4" LEDGER W/ 1/4"x5" HOG SCREW @ 16" 0/C u __J __J ' __J __J :::,; W!)'. ww CD(l cc[]_ <( :::J OJ I->- <( !X <( ' (:J ; (J1 . w ... :::e:z QI- II-<( !X LcJ z z 0 u I-z <( .u __J []_ []_ <( z 0 I- (') z - I (fl <( s w '<'. <( __J .. z !X w - >-[]_ __J __J w :::J (fl LL :::J I <( I-z ~-' 0 u --, :::J O:'. 0 1-w (/) ! z:;: 0 O:'. u (_') 0 w (fl 0 []_ 0 Cl'. 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"' J ' ----1- \ ' ' ' 0 \ ' ' ', \ \ \ \ PLANTING D[SIGN BY iHE WATEf,SHEO COMP/\t,JY 750 Sixth Strn')t S::.u~r l<irkiond WA 98033 [) 425.822.5242 425.827.81.36 ".·Y''~,w.woter_sh;dco.cor;r. • , ., 1 e r, ., 1;:; o-. \ ., ' D e· s i g rc Waterfront Construction Inc, ' I THIS JOCLJl,ffl'IT IS PROPRIETARY l'ROPEiTIY Oe 'NfaTC:~fTW>J i CCNSTRUCTIOhl il',IC , j:,J.!'J IS N'; ,· Tc, BE ,..JSED, 1r,J \r\lHOL[ OP IN p.,\RT, FCR ANv OTHER Pl-·'O,.IECT \'Vrf-iJJT THE 1JI/RiTTEI'~ fa.UTHOPl2ATi~)/\i '.JF 1/-1.A fl-_l)FRO~H C::J/\JSTRUC-!ON lf\C. / ., JOB SilTE ',. \ . \. .\ \ rf'i \ ,....i 1,'~\ ', \ ,, \ t. I • t. ,) NAT! VE JOB PLANTING AREAS 16' ::;' o· "-= SSA_E: 1/16'"=1'-G" SITE ,j1, 15· ' 1'i I \ I \ I ··. \\\ ' \ ·, I\ PLANTING PLAN 8' 75C Si,:U1 Slree: S01.. lh i\'rklc::nd W.'\ 98033 p 425.1322.5242 425.827.8136 www. watershedco.corrr Scienc1.~ & 0 l/16"-1'-o" O e s g :1 PLANTING I EGEND SCIENJIFII. / GQM!~QN N_Af,!f. QlL Sl?F / COM·I-IFNT~ ~ ~ CORNUS SERICEA \_'":.._;) R.=:Dr,11G :DOGWOOD , U1-d HOLODISCUS DISC!•LCR ~o OCE/IN'SPRAY C\ PHYSOCAflPUS CAPITAIIJS \f:_:) PACIF,C NINE8ARI< \ , SA_IX LIJCJJA ~,p. LASIANDRA SL PACIFIC V11Ll')W I ' ~~ rr[[t ARCTOST,\PHYLOS IJVII.-URSI '-, Kli'iNIKINNIC:< ~ MAHONIA ,~ERVOSA ~ LOW QilEGON GRAPE ~ PENSETIJON OVATUS ~/ 8ROAD-LEAVW PENSTEMON a 2 GAL, MULTI-STEM l GAL. FULL & BUS 2 GAL, FULL & BUS 2 1 CAL '" 2.5'' POTS, 13" O.C. ~" POTS, 18"" O.C, 1 GAL, 24" 0.C. G[,'i::::Rt'\L PUl.NTING __ S;'.)JEI\CF; .--t-Xative r,lant i"'stall'.Jl·on s!loil occur dwing frost-·frec, pen'ods only. Preferred month's for instol!otio" ore Letween Septerrbe 1Sth cmd .\pril 15, pr.or to 1-·uL drv v1ecther. Plor,ls rn,Jy only De instu· ed during hot w':oih•c' if the c0ntractx og~ees tc irr'T·e~J:ate irrigation cf ~he enci'e planti1g :ir·eo, de·iver;nc; a\ least 2" of water pe1· .,,,ee'<.. 2 F1 rocJr<c: .JIJr,ts ir iege~d ond insure thot motericil meets the rninimurr 0 equirements outlined in [il8 plant legend 0nd planting deloi!s. J Locate al· e:,_1slin9 ,_ tilities Ni:h,n the l1rni~ of wv·k lhe ,~on-.ro:::tor is r<;spons1t:,,le for ;:my utility damage os o r·es,Jt cf the !andsc::ipe r:ons~ruct:on. ,1 Remo·>'e oll weeds by ,y-,ibbing o"t rooi.s. 5 Amend so:ls as needed to p1·CJ,1ide rr+·. 20% '.)rgon1c rnmer"o! thrnughout the plcmtir1 g area. .i.\Qd compost to l'luecse :::irga11ic ccnter",t, roto;:ill into ;::,lonti~,9 area 6 ''iote Th3 C("itr-:ictc:ir ·1s respo:-,sible for rrny od·,,erse ,::kui'lo9e condi~:ons tl'ot CT1uy offod proper pion'. gro'llch and e::toblishfT'.erc. f~c~i;:v owner of any P')Or ciro!',cge conditiocis pric,' lo cor:st'uction 7 Layout plcr,t rncleriol per plori for :ns:rn-::tion by th<? _0nclscr1:.:e ,t..rch1:f!.:t P!ont sui::,stitut:ons "Nill i\JOT b8 cl owe<; wilhout the ooprovcl o' the Landscape ArchifJ;d 8 lns~::ill pl,Jntc; per ~ilonti-y ,:'f2to:ls, sh8et 3. 9 \Valer each plrJnl ~"or0ughiy to rem0ve 01r oockets 10 Install D 4" dept·1, coarse ·>'1ocd-ch1p m•Jlch ring thrcug"out ~ntire pr-:::,jec:f. oreo. 11 lnst-::iii :..: t.ernpo 0ory i;·rigotion S/Stem ccpuo1e of ,j,jivering 2" of ·No~er psr week i:o the entire planted orec. '-iiohtuir, irrigation system 'r workiw~ conditior1 for t_,,1,0 (2) s·.J(Y'.rners ofte ini\iol plor l ins::,11otion. The landsco~e c::iri:roctcr shall mr.iintair. c::li ;,lunt ,'nal<~r1ol JJntil :1nal inspec'.ion ond C'.)proval bj the 0·.1·n':r or O,v1er's represento:i·ve. All ~lontin,:;io: one .-1or_:<rnons·,,,o sholl i:::e guww·teed tor 00e yeur follu,11in,; f:rol o'!mer ::icc,2ptc1nce l'-1:JTE'.J: ~AIH GROUNDCO\/ER AT SFECIFIED DIST.<'..~JC! c,r,J-CE~JER ::o.::.:.) USH\'G TRI/\NGUi __ AR SPACIP,IG, TY 0 2. LJCS:>J SICFS MW BOTTO~] m· FLAr.JH,JG PIT P.'\O D[BRIS 3. LOOSD·I ROOT801Ji\!D ~!.MJTS BffORE: 1 '-JSTA'...._li'JG 4 SOAi< rn B'.::FORE AND tl .. =-·;E.R 1t,JSTALL"~G Pi.PJH '' 't PLANllNG DESIGN BY •;1\rnsHED ~COMPAl')Y 750 Sixth Street Sou•r, Ki 0 klond VIA 98033 ~i2 RD,.WVE JR IJ _IL.CH p 425.522.5242 425.827.8136 JIW,w.~1~_tef?h.~d;o.co'.V (Bl TREE & S-,R,JB PLA \JTll,G DC:TAl'L --' \.; ' <, " ,, s:; <. • '--__ / i'JTS De-~1i9 ------------------ (_) -• _j _J _J ~ -- w l_,J w cr:: <( CJ 1--· < 01 l_u 5 0 - y l_u 7 z 0 (_) I-z < (_) _J Cl. 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