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Home My WebLink AboutLUA15-000312_Report 1DEPARTMENT OF car' IUNITY AN_D ____ .,,,,,..... •• [{~itrf r• r 11~;,¥}: ECONOMIC DEVELOPfvlENT _ ~-""--... U__ " DATE: PROJECT NUMBER: PROJECT NAME: PROJECT MANAGER: APPLICANT: CONTACT: PROJECT LOCATION: PLANNING DIVISION CERTIFICATE OF EXEMPTION FROM SHORELINE SUBSTANTIAL DEVELOPMENT May 12, 2015 LUA15-000312 Gene Coulon Memorial Beach Park Concrete Tile Rehabilitation Vanessa Dolbee, Current Planning Manager Todd Black, City of Renton 1055 5 Grady Way Renton, WA 98057 Allan Chartrand, PND Engineers, Inc. 1736 Fourth Ave S Suite A Seattle, WA 98134 1201 Lake Washington Blvd N Page 1 of 3 City of Renton Department of Community & )m/c Development Certificate of Exem from Shoreline Substantial Development LUAlS-000312 Gene Coulon Memorial Beach Park Concrete· 1 ile Rehabilitation PROJECT DESCRIPTION: SEC-TWN-R: LEGAL DESCRIPTION: WATER BODY: The applicant is requesting a shoreline exemption for the maintenance of two large tile hardscape areas within Gene Coulon Memorial Beach Park. The two projects sites, identified as "North" and "South" herein, are located in the Shoreline Jurisdiction of Lake Washington Reach G, designated Shoreline High Intensity. The two hardscpae areas have experienced differential movement over time and are in need of repair. The north project area is 2,580 SF and the south project area is 17,780 SF. The project would include the removal of the existing tiles and replacement with cast-in-place concrete tiles. In addition, existing subgrade material would be excavated and top course material imported to develop a concrete structural section. The overall project would result in a total of 848 cy or gravel removal and 757 cy of new subgrade material imported to the site. The subject project would be exempt from SEPA review per WAC 197-11-800(2) 'Other Minor New Construction'. The North project is located 50 feet from the Ordinary High Water Mark (OHWM) and thi South project area is located 35 feet from the OHWM. Currently 17 trees are located within the project area, which range in size from 3 to 8 inches in diameter; 11 ofthe 17 trees are located within the shoreline 100 ft. buffer. The applicant is proposing to replace the removed 11 trees located in the 100 ft. buffer with a 1:1 replacement ratio. Seven new trees would be planted in the project area and four trees would be planted along the Coulon Park trail, approximately 960 feet northwest of the South project site. All trees remainin1 with the project area would be re-planed with larger tree grates to improve the health of the trees. As a result the impervious surface area would be decreased by 220 SF for the project. In addition to the concrete tile repair, the existing irrigation system, within the project limits, would be repaired and upgraded. New irrigation lines would be provided to the trees. No other utilit, work is required for the maintenance project. The applicant has indicated there are no wetlands in the project area. SW05-23-5 HILLMANS LK WN GARDEN OF EDEN #5 BLKS 360 & 361 SD ADD TGW SH LDS ADJ TGW POR GL 4 SEC 05-23-0S & SH LDS ADJ DAF -BAAP N 56-32-07 W 65.018 FT FR NXN OF GOV MDR LN & S LN SD SEC 5 TH N 56-32-07 W 1221.78 FT TO INNER HARBOR LN TH S 45-45-00 W 317.92 FT TH S 44-16-00 E 680 FT M/L TO S LN OF SD SEC 5 TH E ALG SD S LN OF SD SEC 765.5 FT M/L TO WLY BNDRY OF BN 100 FT R/W TH NELY ALG SD WLY BNDRY TO POINT OF BEGINNING TGW AREA IN FRONT OF LOTS 1 THRU 9 BLOCK 360 OF HILLMANS LK WN GARDEN OF EDEN #5 Lake Washington An exemption from a Shoreline Management Substantial Development Permit is hereby Approved on the proposed project in accordance with RMC 4.9.190C 'Exemption from Permit System' and for the following reasons: 1) a. "Normal maintenance" includes those usual acts to prevent a decline, lapse, or cessation from a lawfully established condition. Page 2 of 3 City of Renton Department of Community & )mic Development Gene Coulon Memorial Beach Park Concrete Tile Rehabilitation Certificate of Exem from Shoreline Substantial Development LUAlS-000312 b. "Normal repair" means to restore a development to a state comparable to its original condition, including but not limited to its size, shape, configuration, location and external appearance, within a reasonable period after decay or partial destruction, except where repair causes substantial adverse effects to the shoreline resource or environment. c. Replacement of a structure or development may be authorized as repair where, such replacement is the common method of repair for the type of structure or development, and the replacement structure or development is comparable to the original structure or development including, but not limited to, its size, shape, configuration, location and external appearance and the replacement does not cause substantial adverse effects to shoreline resources or environment and for the following reasons : 2) Operation, Maintenance, or Construction Related to Irrigation: Operation, maintenance, or construction c canals, waterways, drains, reservoirs, or other facilities that now exist or are hereafter created or developed as part of an irrigation system for the primary purpose of making use of system waters, including return flow and artificially stored groundwater for the irrigation of lands. The proposed development is: Consistent with the policies of the Shoreline Management Act. Not Applicable to the guidelines of the Department of Ecology where no Master Program has been finally approved or adopted by the Department. Consistent with the City of Renton Shoreline Master Program. SIGNATURE & DATE OF DECISION : May 12, 2015 Jennifer Henning, Planning~ Date The administrative land use decision will become final if not appealed in writing together with the required fee to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057 on or before 5:00 pm, on May 26, 2015. Additional information regarding the appeal process may be obtained from the Renton City Clerk's office, Renton City Hall -7th Floor, (425) 430-6510. Attachments: Vicinity/Neighborhood Detail Map, Demolition Plan, Planting Plan, Tree Re1 cc: City of Renton Todd Black -Applicant PND Engineers, Inc. Allan Chartrand -Contact Page 3 of 3 ' Coulon Park Replacement Trees Notes None 512 0 0 256 S_ 1984_ Web_Mercator_AuxDiary_Sphere 512 FHt Cityof~tOfl @ Finance & IT Division Legend Information Technology -GIS RentonMapSupport@Rentonwa gov 4/23/2015 This map 1s a user generate<l 5tabc output from an Internet mapping site and ,s fOf reten,nce only Oota layers that appear on ths map may or may not be acc1,.1r.1te curren1 or otherwise rali.ab~ THIS MAP IS NOT TO BE USED FOR NAVIGATION Coulon Park Replacement Trees 0 32 0 16 32 Feel WGS_ 1984_ Web_Mercator_A uxiiary_Sphere City of Renton ~ Finance & IT Division Legend Information Technology. GIS RentonMapSupport@Rantonwa gov 4/23/20 15 This mep is a user generated slalic output fTonl en lnlemel mapp,ng site and is fo, reference only Data Layer> that appear on tllls map may or may not be accurate. Cl.l'Yent or oth&rwise reliable THIS MAP IS NOT TO BE USED FOR NAVIGATION ~ § ! ::,: (!I w 2i ci g ::i: ~ z ~ ~ ~ Lu a. w i ~ ~ F ~ B z 0 (J ! I H YD R G26·~5·!:oulon morial Beach p 90 55 92 16 A ,,,, °>' o":" \'~ % 03 1 5 ~ r NEIGHBORHOOD DETAIL MAP 0 100 200 400 600 FT ~ ::) ::) ~ _, 0 1is-3·,::·1 ;r r-3 ~o 3 ~,-l~~~ I F --',T fi, 1 I_ ,•' _ J ~ _ ::: ~-)?1 3 0 ~~~ O l oS )l c.t, ..:,C.r-,1 ~· Ol~ ,0 1 , ;.)11 1 ·~. r I I --1 ""' ----::' 0 1 :2 60 1 -lO 3563 _A03e;~ FO'f-7 0 f 'H · _ -r L,:-:1 I ~ 1 ~ ~ _ o 1 2 s ·.o •3 2 o,)-u~ou~100·;,~0 -2 .. :r62 h 11 ~ -.5 ·o i.r,, I t µr -1:-1 '1 . l _l 30 '( () I frl 3,20 ;22 7 2.2-LJ,36 ;1 _I: i -g 1 •1-9 ~ 5:50 '268-1 1 92 ';!0~1~22~0 1 2 1 3Q_M9 oulolff\ f oUJi 0120 I I 'j f; I I H 3 528 ~ C 0[;1~002zd ~ ~ 1 88 ,.., § ~1 30 1883 --~-~~#~ __ ~l,......L...~o~o_s-9~ 0 1~ ,o.27~9-s1 o 9o 0060'ooso 0~·~06 0 ,1 oodosdt"cr29'~ 11 3'188 ~t---l V ~ o,osp.-00-1 0 00-1 0030"0 000 0 09 1 ...__3-t-8-.0p.o1q-o'o3boo2'ol" ;r r Loi.Jo o ..... ·1.8.5 0.1 ~ 0085 3 -:tf 8.t I LI) LI) H \:: I I ~ \[) \0 t- 0086' !>4 7 .9 0 150 N N2..J 6 }I ~ - 008 2 3::1.s.1 I ' " ob~~ E3 4:~~o~~ol.5io:ii1u. Ci'sT7 l I 1,. 14 5 • 0 0 ·4 50 -1-QO 0-J ~1ta"ft 0~, 3 44 7-zi I I 4 Z4 80 .,___r..: r'-4 3 :.tl4·4 QO 5500 90 1 80 8 OQ .]-5 ~ r' ~ I 00 52 --f _344 6 ou6ouosso,_1-3'-o__. 1.,so14 tt!,3?=r-~2[~0~ 1 3 5 ~ oosn.)4~~44 , io7&0.0i{t~ -li-1 o O~r 18.C 3_4.5r3-36·4 1 o-2 1 7f 00 4s~joo3 !t'o.~ ::2 56 s2 566-00~1-o""f7.6! ,\j l 401r-l 313 6 5 256 4 2 56-lll-69 17~ · ) 3 3 6 3 °' Js 3 b 1 7 ~ ~ .... 4 0.z-:-:-l/) 0 ~ -3 4 09) 1 33 5 9 LI) I.O 196JJ~,t I 'D " lf) ~ \ 9e2-23 J1 0 .3 ,6 2 "'l 2 4 90-1'7~6i7 1- -'\ \ • • 1 • .56.1--1..J < I ! I I ~ 0 1 55 .,, ~ ow 0 160 9~Ms~~n U i 6 1 -1·5 l 1 St 1«' .o o o 60 14 sQJ ~ I ~ n l ·H ~, I I ~ I RE"1SIONS I GENE COULON MEMORIAL BEACH PARK I w PND ENGINEERS, INC. IS NOT RESPONSBLE FOR SAfETY PROGRAMS, METHODS OR PROCEDURES Of OPERATION, OR lHE CONSTRUCTION OF THE DESIGN SHOIN ON THESE DRAv.!NGS. WHERE SPECFICATIONS ARE GENERAL OR NOT CALLED OUT. Tl-£ SPECIFICATIONS SHALL CONFORM TO STANDARDS if INDUSTRY. DRAWINGS ARE FOR US[ ~ THIS PRo.£CT ONLY AND ARE NOT 1NTEND£D FOR REUSE WITHOUT ~lrTEN ~ -~ ~.!.~J~' o..,. ~ ~~ --.: .. .... "" 1 7.Hi F ounh Ave nue S. Su~ A S t-.n rt'., 'w'·,1,J,)i')gr.00 IJ ~t.14 Phou,:: 206-624.. t.l~7 T··.1x:2!}{i-'1.2A-,UKK 11 1:..i(((_lj prY.!t:"Jl.;;tKtt".1:41f!I APPROVAL FROM PND. DRA\\INGS ARE ALSO NOT 10 BE USED IN ANY MANNER THAT 'M)IJL D 00'-JSTITUIT A DETRIMENT DIRECTl Y OR INDIRECTl Y TO PND. IEV I DAl[ DESC~P- CONCRETE TILE REHABILITATION NEIGHBORHOOD DETAIL MAP DESICNED BY: CW I PRD.CCT NO: SH£rT NO: NOl!D OJ AIIN 8Y> OY I DAlr: APn. ro,~ 1 DF 1 CllfCl(f]) BY: SCA[: \1 Q 9 5 i 0 GR"-SS " .., --·----,0-· ' ' BRUSH Pl..ANTER ', ,, ' ',, ·, " ' ' ' ' ' • ' ' ,, IO"OEC 0 0 ' ' ' ' ' • ' ' ' ' I ' ' \! \• flo ,, ' 1~··i --------~ ' --;;()lfil\M( ~ -...._ \ ' ~~ \~EC ' \Q \ \ • \ ,. DEMOLITION NOTES \ \~ / ~10" '( I \t~ .. OEMOUSH AND DISPOSE CT EXISTING TILES AND CONCRETE 6'"0£C 0 lG"DEC 0 \\ .\ ' 0 14'DEC 0 10"DEC 0 , J Ii: 12"Dff 0 / / IO"Dff 0 ~':Rw,.1.t ~~"" 4"Dff 0 LIMITS Cf" WORK "' F s ~ -. ASPHALT PATH $ =f -'Z"'i - 4 I SAW CUT EXJS1\NG ASPHALT PATH / CRASS z r , r A 4~~/ <>~~ ~ / / • w: ~ ~-~ ~ ,,-----~-----w ,,/ ,/ j,_ I i -'' I ' /EDGE o,. ROOF ,,'/",' ' " ' \; ' , , B).,," , I ,," ,1::am=am 0 0 I _____,,.;;,.,,• 0 ~! ~ CO'IIERED PtCNIC ARH ff~J,.5 0 I ', . - ', 0 0 <(J ,' 0() ()0 '"-0 o/ 17l~Q> ', ~ LJ ,-~.(' 0 MASS ' ~~, /o>' 4 / •,·' • --- :'l ,Ii ~~~ 77 Aft~,,/.;::, ,< . ?,? ::::,Y /' ----·· ® BORDER I ~'le,, ' ( REMOVE EXISTING BENCHES ® ANO TABLES AND STORE FOR FUTURE REINSTALLA110N BY CON1RACTOR • j. .. © REMOVE BBQ's AND STANDS ~,., '< " •, "··- ',,.________ ,/,, O<Q /:,<J ____ _, 0() V 0~ 00 ()0 0() J: ~~~~ I i_ !/' STEPPED TIM!lt:R Wl,LL ® ® ~ AND STORE FOR FUTURE REINSTAllATION BY CONTRACTOR '"""" "'"""' """'" \ REMOVE [)(l<:TII\I~ <:Tri1::>u 1'11::>Al~I GRATES SHALL REMAIN '\ TY OF THE CITY , GRATlNG. GJ PROPERTY ( WATER FC \ IO"DEC IRON GIV,T[ W/ORINKING FOLJNIAIN DEMOLISH EXISTING CONCRETE ~ , '\; GARI '<" ...... • . ., ' 0 _,,y Tl\lBER WALL _./_./-- s>JOR!'.llttt. -- ""o'?,. 01<'-- 11<1<'-!!"' ::----- ;• CRASS / / / " ~ _.,;,· ~ -/ ,~/ .. ·· // ' / ~-/ \j "aa <.JO 0 /'; _______ _ LAKE WASHINGTON = / / 1. DEMOLITION LIMITS ARE APPROXIMATE. FLAG LIMITS PRIOR TO COMMENCING AND FIELD REVIEW wrn-1 ENGINEER. 2. All UTILITIES TO BE PROTECTED ANO REMAIN . 3. CONTRACTOR Yltll COORDINATE WITH THE CtTY ON ITEMS TO BE REMOVED AND REINSTALLED. CONTRACTOR Will UNBOLT SITE FURNISHINGS AND ASSIST THE OTY IN LOADING ITEMS. Tl-lE CITY WILL 1RANSPORT AND STORE ITEMS. 4. ITEMS TO BE REINSTALLED SHALL BE REMOVED AND HANDLED IN A MANNER TO PREVENT DAMAGE. DAMA.GE TO THESE ITE~S WILL BE AT THE CONTRACTOR'S COST. . ::-: GRAPHIC SCALE 0 WATER FOUNTAIN TO REMAIN \ ~'OJC/' 0 '\; 0 lAGE CAN BASE °\i~ /:r:/ -::--.... •'\; :ND '> ' 0 "\, "· I ll"ITS , ' ~ ~ lllll\iil*,..1-l )TING TILE AREA ,----,.,, ~. °4-r LEGEND PROJEC ---" ,0 ~ EXlSTI ~ -~ ,/'<, / '" " lOVAL AND DISPOSAL ,.,,/ ::--.... ,, --------_( IN FEET ) z ---.--. "..: ----1 ,n,:h ~ \0 fl. ~ -~. "" ~ ADDENDIJIM 1 c=i REMO /' ,,, .. / - \ - 0 u "'"""""' w PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY GIENIE COIJU)N MIEMORIAl IBIEACH PARK ;3 PROGRAMS, METHODS OR PROCEDURES or OPERATION, OR THE ~. 0 I I ,,, m, """"h""""'.'·s"''" CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRA\\1NGS ,r,,c~~i'.'. CONCRIETE l'alE REIHABIUTATIOINJ ll"l ffl Im l'R'I Sc:atrlc,Wasbmg;tun98134 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, 8 .. ~ 11'.ii l'liunc:WG-024-1387 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF :;t Fax: W6-624-l383 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY :;:-ENGJNF.F.RS INC. -_ AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN o.n..;-' nrn,1(0pmlengin~ers.wm APPROVAL FROM PND DRAWINGS ARE ALSO NOT TO BE USED ~~ IN ANY MANNER THAi WOULD CONSTITUll A DETRIMENT / ~ DESIGNED BY: MMO PRO.Eel NO: ~ DIRECTLY OR INDIRECTLY T0 PND 1 ~/2J/15 RE\ASjON j !)R,\Y,1,1 BY: DRH DAT[: APR!!:_2015 D" ..;-::.::: REIJ DA TE 0ESCR~T10N <'J-[C!(ED BY: CIIW SCALE· NOTID ~ NORlfli AREA ll>EIIIIOUTBON PLAN IGURE; cs mt 2 R1~~29 21 DE~OLIT!ON LIMITS CORRESPOND .----/" ::::;·"' l!MTH END Of CONCRETE PANELS ~jO dt ~~ C ~ 6"D[C Gli'AS'5 <"'OEC 0 ·,O"OEC 0 ,l' \1 0 ol 9 " '" ¥ "' ~ 0 z i's 0 51 !:;> ~ ~ 0 a·orc a·oEC Q 0- GRASS 10"0EC, 0 .' 6"0EC .. 0 l,.ITIUTY YA.ULT 0 WOOD BREA~ WALL _ ~ ---~ -.._:_ ::7'"'""= - ----~ 11"11'1£_\( ~ " m, , •"·"·} WOOD PLANKINC ~\; -;{~, DEMOLITION LJMITS CORRESPOND WITH ENO OF CONCRETE PANELS NANTER CAST-!N-PLACE CONCRETE, TO BE PRESERVED CRASS 0 10 --- YDEC 0 ,• LAKE WASHINGTON o·l'r.fc GRASS J"DEC 0 ~ ~ ~ '-;1,; "1,<1' ,0 rn"rii:: "Y '°11'&, "01' " ~ LEGEND c:::::::::J 6"0EC " 0 GRASS ~ ~ DEMOLITION NOTES PROJECT LIMITS DEMOLISH AND DISPOSE OF EXISTING TILES AND CONCRETE BORDER EXISTING TILE AREA REMOVAL AND DISPOSAL @ ® REMOVE EXISTING BENCHES AND STORE FOR FUTURE REINSTALLATION BY CONTRACTOR © ® ® ® EXIS11NG BOLLARD@ TO REMAIN G ~ ** CRASS = REMOVE EXISTING STORM DRAIN GRATING. GRATES SHALL REMAIN PROPERTY OF THE CITY. REMOVE EXISTING GRATING AT TREE LOCATIONS. GRATES SHALL REMAIN PROPERTY OF THE CITY. REMO\'[ EXISTING PLAQUES AND STORE FOR FUTURE REINSTALLATION BY CONTRACTOR. REMOVE EXISTING BOLLARDS AND STORE FOR FUTURE REINSTALLATION BY CONlRACTOR. lREES TO BE REMOVED EXISTING TREES TO REMAIN REMOv£ EXISTING BICYCLE RACK LIQ-ff POLE TO REMAIN REMOVE EXISTING SIGNS AND STORE FOR FUnJRE INSTALLATION BY CONlRACTOR AT A LOCA110N DETERMINED BY THE ENGINEER 1. DEMOLITION LIMITS ARE APPROXIMATE. FLAG LIMITS PRIOR TO COMMENCING AND FJELD REVIEW 'MTl-l ENGINEER. 2. All BURIED UTILITlES TO BE PROTECTED AND REMAIN. J. EXISTING CURB AND GUTIER TO REMAIN. 4. CONTRACTOR WILL COORDINATE W1TH THE CITY ON !TtMS TO BE REMOVED AND REINSTALLED. CONTRACTOR WILL UNBOLT SHE FURNISHINGS ANO ASSIST THE CITY IN LOADING ITEMS. THE CITY WILL TRANSPORT AND STORE ITEMS. 5. ITEMS TO BE REINSTALLED SHALL BE REMOVED ANO HANDLED IN A MANNER TO PREVENT DAMAGE. DAMAGE TO THESE ITEMS 'MLL BE AT THE CONTRACTOR'S COST. 6. TREES THAT REMAIN SHALL BE PROTECTED FROM Cct-JSTRUCT!ON ACTIVITIES. 7. PROTECT EXISTING LIGHT POLES Vv'ITHIN LIMIT OF WORK. •W GRAPHIC SCALE ,0 0 ,0 ~ ; ~,,_~~-----'·~ V " 0::: \w---~ a '-...... ~ ~-'q_ ( IN FEET } u 1inch=20f1 ~ ! I ~ ~ ADDENDUM 1 0 ::: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY "'''''°'" GIENIE COUlON MEMORIAL BEACH !PARK CJ PROGRAMS, METHODS OR PROCEDURES or OPERATION, OI~ THE ~ --- 0 I '730l'no,nlu\.cnnc s S"icc.\ CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ~,>>~;<. CONCRETE 'fll[E REHABILITATION &:attk, w .. ihi.n1-,110n 98134 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, Phom·. 2%-(,24.lJWi THE SPECIFICATIONS SHALL_ CONFORM TO STANDARDS OF r,,x,2116-C,24-13~~ INDUSTRY. DRAW1NGS ARE fOR USE ON THIS PROJECT ONLY ENGINFFRS INC. I ,· ' AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN .n'.;,i-' m.,1l(~pntl,·ngvwm.com APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED '-.5 IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DfSIGNEIJ BY: Ml.IQ PRDJECT NO: 144<175.01 SHEET: ::::i~ DIRECTLY OR INDIRECTLY TO PND 4 Vl5 REVISI0-11 ORA\m BY: DAH DATE: .~L 2015 D2 ~ REV DATE D£SCfl1PTiotl CI-IEClo:ED BY: CRW SCALE: NOKD ~I II \ Ill \ IE" ~ SOlJTH AREA DEMOLITION PLAN ;".;. /·~ ' ' ., ' ' .\· PLANTING NOTES: SEE SHE[T L2 FOR PLANTING DETAILS, PLANT SCHEDULE AND NOTES. LEGEND~'~~~~~- 11 4'x4' DRAINAGE GRATE II B'x8' TREE GRATE 11111 4).8'TREEGRATE ,, ,.,..,, "" ~ ' " ' ' ', NEW TREE PER PIP.NT SCHEDULE SEE SHEET L2 < ,-'\ .. _, ······~--:, " ·' -,, ' ' ' -', ' -' \~ .>. -.....:. ' ' ' : RESTOR EDGE TOE/REPAIR KWITH • TYP) ·. ---- NEW TREE PER PLANT SCHEDULE "f SEE SHEET L2 ~ ·········@)., ..... ···,, ·······, I .·. /' ' ,' ' ' (!) f / -· PER SPECS (SOD -.. . . . .-'\ / WOR LIMITOF ~ ·,". -- . --.....; --r ' ' ---: ' ' ,· ·,, '' ',.· -- " --. / ~',~-/-</-. /#fl\c;-~/- NEW TREE GRATE ANO NEW PLANTING (TYP.) ~ TREE GRATE F.0.1.C. \_}!) .,/_ ~·- \' -_ ., ., ; N. NEW TREE IN MULCHED ~, BED PER SPECS. · · · · _ ./ · <'i & STAKE LIMITS OF BED _' ~ . FOR APPROVAL ~- \ ·\:/~J ,, .. ··@····· ·-t;. ·7·L'.'i:.•_,.:_·_·· . -.·· .. ( ~ ~f :::,:·-. ·-··. ' .. ' . '" Ji''' t''.' Ji .(' ' ,,- ' '( ~ ' • --....:,:-···- < "" ' . ~ '----. " "' "' ', "' "' "' D -;., / ....--.-~ _________ .-: SEE SPECS. .. . . . .·.c:;;.s .. ·.· ...• < ··,.,@ti··'~ ;;n1 ~· (·.,~.>---y. ·~ ~0,>:;... ' _) ;;~~-i ' ' ;-·":"·.,,----·3 ·.-.---,, __.;. ....-::-::_;'y'· REPLACE DRAINAGE GRATE PER SPEC. (TYP.) ', NEW TREE GRATE AND NEW PLANTING (TYP .) {~ TREE GRATE F.0.1.C. ~ SEE SPECS ' LAKE WASHINGTON (2) NEW DRAINAGE Al GRATE (1'-4" SQ) ~ ',' ' ' Macleod Reckard • PND ENGINEERS, INC IS NOT RESPONSIBLE ~OR SAFETY PROGRAMS, METHODS OR PROCEDURES OF 01--'LRAIION, OR l-1E CONSTRUCTION OF THE DESIGN SHOWN ON lH[SE DRAWINGS. WI-IH'1f SPFCIFICATIONS ARE GENERAL OR NOT CALL[D QUI, TIii Sl--'ECl~ICATICNS SHALL CONFORM TO STANDARDS 01 INDUSTRY DRAWINGS ARE FOR USE ON TrllS PROJECT ONLY AND ARE NOT IN l'ENOFD FOR REUSE WITHOUT WRITTEN APPROVAL FROM ;:,ND. DRAWINGS ARE ALSO NOT TO SE usrn IN ANY MANNER TllA I WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INOIRECll.Y 10 PND. ' nW/i'g; ~"V~ ]~ REVISIONS ~1-&· .. ~1c,1c,c1c;,c0c,,,1-cecc,c,sc,oc,c,--------------, Iii 111100· ENGlNEERS, INC. 1736 f()urth Avmu~ S. Sl!lle A Se-HLle, Washinp;1.0n 9B 134 Ph<.mc: 2ll6-624-1 :lH? I'aJ<. 2{16-624-1.',88 ma,l@pnde,1g1,1eers.com 83 Columbia Street, Suite 306 Searne, Washington 98104 P 206-323-7919 f 206,323'9242 PLLC s-A;SC,, ""'""''"' ""'""" '-"""SCAl'E'""°"~'C" ,,\£ti:t;;;, RE\/ Dt,Tl OESCRIPTIO~ ' " '\ ,:) .. . :-. GRAPHIC SCALE 2!l 0 20 40 ~-: ~ =:;j ( IN c-E[T ) l inch = 20 ft ADDENDUM 1 GENE COUlON MEMORIAL BEACH PARK CONCRETE TILE REHABiUTATION PLANTING PLAN SOUTH IJESIGNr.U rJY rn 1~1,GJLCI NO 144~7:,.~1 IFIG~RE. '-ES tAIE. APRIL /!:Vi L1 OR~WN ~y rnlsrALE HOTED C~fC<fr. RY ' ,, \ m 11111 m· EN(ilNl•:r:RS, INC 1736 Fourth Avemw S. Sulli: A s~mk, ~\,shing,nn 98134 !'hon,·: 206·6~4. I 1~7 Fax: 2(1(,.624.1388 ,na1l@1>rnl~ngine~rs.com TO PAVING OR WALL TO BE DEMOLISHED, TYPICAL PROTECT LOCATE AND ACCURATELY MARK -~ ALL HEAD LOCATIONS ADJACENT ~%~~7ii.ERRE~~;;~L~~~:~~~ _ /· -.,~-,-_.;,.. J PREVIOUS LOCATIONS ADJACENT / TO PAVING AS DETA!LEDA;'/-;... f ~ , .•. / •\ / .. & PROPOSED J-BOX / ' ' I ' I I ' I . I ~ " LIMIT OF WORK.~· I I' • //• - V ;," /( ' /' .. / ./ J I I I / -, / A /\ C • / ',v/ -----~~ EXISTING 1" SCHEDULE 40 DRINKING FOUNTAIN LINE PER PARKS STAFF ~ COORDINATE WITH PARKS STAFF FOR IDENTIFICATION AND REPLACEMENT OF NEW AND EXISTING PIPING r-~1 I 1 I 1 . ,, I l ~ .. RESTORE/REPAIR EDGE TREATMENT TO LIMIT OF WORK WITH SOD PER SPEC. I l ''I j __-EXISTING PIPING TO BE ; _..Ji_.--PROTECTED ANO PRESERVED, OR ~ ~ REPLACED AS NECESSARY. ANY ! 'J REPLACED PIPING SHALL BE THE 1 SAME SIZE AS PREVIOUS. NEW . J PIPING SHALL BE SLEEVED i WHERE BENEATH PAVING. V . BRING FINISH GRADE OF LAWN TO FLUSH WITH NEW PAVEMENT. ' RE-SOD PER SPEC. >iioiio: ·...;. ....;;. .,..-COORDINATE WITH PARKS ' STAFF TO STUB AND CAP 1"' SERVICE TO EXISTING ~ DRINKING FOUNTAIN ·, ,\. ,' l ./ ' "· .. ./ . . ' ~'\.. ,, // " ,,< Macleod • Reckard PLLc 83 Columbia Street, Suite 306 Seattle, Washington 98104 P 206-323-7919 F 206·323-9242 PNO ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFTTY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR fHE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS S--iALL CONFORM TO STANDARDS OF INDl.lSflff LJRAWINGS ARE FOR JSE ON THIS PROJECT ONLY ANlJ ARE NOT INlENIJFI) FOR REUSE WlTHOUT WRITTEN APPROVAi FROM PND. llf<AWINGS ARE ALSO NOT TO BE USED IN ANY MANNU~ IHA I WOUI 11 CONSTITU rf A llFTRIMFN~ DIRECTLY OR INIJIRI Cll Y 10 PNfl ·. ,' ' ."-.~'-'- ,' ~i/1~,~ ~J:})[r~J ~D ,.,,o,c>f>EARC,l!FC! c,~:o GENERAL SCOPE OF IRRIGATION WORK NORTH 1. PRIOR TO DEMOLITION, INVESTIGATE, LOCATE EQUIPMENT, AND RECORD OPERATION OF .A.LL ZONES LIKELY TO BE AFFECTED BY IRRIGATION. CITY STAFF WILL LOCATE AND MARK ALL HEAD LOCATIONS ADJACENT TO PAVING OR WALLS . 2. PROTECT AND PRESERVE ALL IRRIGATION SCHEDULED TO REMAIN. 3. REPLACE ALL WORK DAMAGED BY CONSTRUCTION TO LIKE NEW CONDITION, INCLUDING PIPE, WIRE, VALVES, SLEEVES, HEADS, ETC. 4. TEST ALL WORK, INCLUDING ANY NEW MAIN LINE AND THE CONTROLLER OPERATION AS SPECIFIED. 5 SEE SPECIFICATIONS FOR FULL SCOPE OF WORK. '" ·, RFVISIONS -::L:" I. 4/2..Yl.O~ RIY'~ION 1 LAKE WASHINGTON PLANTING NOTES: SEE SHEET L5 FOR IRRIGATION DETAILS AND NOTES. LEGEND: QJ EXISTING WATER LINES PROPOSED CONDUIT, SIZE AS SHOWN PROPOSED 6" SLEEVE PROPOSED JUNCTION BOX -::-. GRAl'··HC SCALE ,0 0 rn ~ ! ( IN FEET ) 1 inch = 10 It ADDENDUM 1 " ~ GEINIIE COULON MEMORIAL BEACH PARK CONCRETE TlllE IRIEI-IIABllll" A l"ION !RRIGA "Il"ION PlAN NOR1J"IHI _____ DCSIGNFD 8": CR PROJCCT NO· 144075.01 IG~RC ____ --··-C•RA\\'N 3¥ µls )A Tl CHECKD BY CR ~CAI; l3 A"l!IL :001', ~OTED ~E'I DATE Ol~C·ilPllCN .. ,, / .. ''" / .',. '-._....._ <>-.. ,: ~:-·•.._ ., ........ : ........ . ·-..: .• ;;-.. . '.. ...... ,.(. \ . ' ' ·' E'XISTING PIPING AS SHOWN IS AS APPROXIMATED BY PARKS STAFF ----:--\·--~ EXISTING PIPING TO BE PROTECTED AND PRESERVED, OR REPLACED AS NECESSARY. ANY REPLACED PIPING SHALL BE THE SAME SIZE AS PREVIOUS. NEW PIPING SHALL BE SLEEVED. APPROXIMATE LOCATION EXISTING DCVA BACKFLOWASSEMBLY 1" 0 CONDUIT &> _>,/:l·(;A•' ,, ~'.~ . \ ,> ... _;; '--·'C'\) LOCATE AND ACCURATELY MARK ALL HEAD LOC~lONS ·····<f,;~· ', '-><;·._ RE-IN;T:~~~~:~~~ ~~~~~7iGsEt~~~~~;~D~:;~;~~ · .. _'> -: · ... < · : __ · , ' --~ -_ . ·. . PAVING AS DETAILED. ·s ', '<_ _ ·; \ ~\ '\.,{>. . ···<··, EXISTING 4" SERVICE LINE FROM BUILDING TO EXISTING DCVA BACKFLOW ASSEMBLY NEW 6" SLEEVE AND ADJACENT TO PAVI.NG OR WALL TO BE DEMO. USHEO, TYPICAL.~"-·.-_ .-.' ... •. :_ '·., .';. :':.--·:; . .. . --~(': "sr':3< . EXISTING IRRIGATION WATER METER~.-._·_ ; .. -~ ~ ... ,_. ·· .. , ·.·~ I'' . ~ . .·· > .•.•.. • Ji .;;:, .. , G.,,,,' &:1'"0CONDUIT*'·"·-':·'·-·-"',~l-s.r-,_. :// ·-.. · ·. . \,. ~~i ·;4~~ EXISTING NORTH SYSTEM AND ..... ,~--; . .-:..---._, .. ::--,.?:-' ~~ ' SOUTH SYSTEM CONTROLLERS . ::.:_·:·>~;-._·:·< _,_ .. }/-._ \ -. , .'-: 1N ~AIN.TENANCE ROOM ·: / __ ,.·_~\°'"y-~.$\·>.,i-t_ f/ LOCATE EXISTING PIPE AND CONTROL_/ , , : ··\;./\.-\'tf{. WIREATLIMITOFCONSTRUCTION . . ,,-.-\\_\-)~: PRIOR TO BEGINNING WORK. CUT AND .. · .. _.,_ \/ /·?i CLEANL y CAP PIPE TO REMAIN AT LIMIT/'····. . \"\~-·.··\ .... / -.. \I OF WORK. LEAVE 24" STUB FOR .. · , .)\ ,\. -' : , RECONNECTION.~-:; ·.-·.-,-\>.' '. .. _-. \ , \,: EXISTING 2-1/2" MAIN LINE FROM . ,. ·.· ' \ :· ·\., EXISTING DCVA BACKFLOWASSEMBLY __ -.. :i:\ ·$:\ . ili (2) 1" 0 CONDUIT .·. . It'.·:, s I., " f.ll . ili !Jj. -11r- SEE CONDUIT BUILDING CONNECTION ON SHEET C6 '(: ·.-LATERAL PIPE, TYPICAL --~~----- __ ...-----:· ,.~ . ' _;·..--~:.~'-· ~~·· EXISTING LINE SERVING HANO SPIGOTS. MAINTAIN CONNECTIONS .TQ EXISTING HAND SPIGOTS 1" 0 CONDUIT .&. LAKE WASHINGTON -. -- NEW TREE BUBBLER$ AT EAC/1 TREE PIT AS DETAILED. PROVIDE (4) EACH FOR ALL GRATES. " COORDINATE WITH PARKS STAFF FOR IDENTIFICATION AND REPLACEMENT OF NEW l 0 EXISTING PIPING GENERAL SCOPE OF IRRIGATION WORK SOUTH "· ,,< '0 '"=: 1. P!-1.IOR TO DEMOLITION, INVESTIGATE, LOCATE EQUIPMENT, AND RECORD OPERATION OF ALL ZONES LIKELY TO BE AFFECTED BY IRRIGATION. CITY STAFF WILL LOCAIE AND MARK ALL HEAD LOCATIONS ADJACEN1' TO PAVING OR WALLS. 2. PROTECT AND PRESERVE ALL IRRIGATION SCHEDULED TO REMAIN. "~ ' y . ('>-,/' ,. ~ ... 0-.'---'---... .. ' ~ ~" "· ' ~ .... ' / 3. REPLACE ALL WORK DAMAGED BY CONSTRUCTION TO LIKE NEW CONDITION, INCLUDING PIPE, WIRE, VALVES, SLEEVES, HEADS, ETC. 4. INSTALL NEW TREE BUBBLERS PER PLAN 5. TEST ALL WORK, INCLUDING ANY NEW MAIN LINE AND THE CONTROLLER OPERATION AS SPECIFIED. 6. SEE SPECIFICATIONS FOR FULL SCOPE OF WORK. -- ,'-. " '·:...--=· - .' ·'-.. ,• -(', PLANTING NOTES: SEE SHEET L5 FOR IRRIGATION DETAILS AND NOTES. LEGEND: 0 ' EXISTING WATER LINES PROPOSED CONDUIT, SIZE AS SHOWN PROPOSED 6" SLEEVE PROPOSED JUNCTION BOX f ....,,./ -~- GRAPHIC SCALE '" w I ,0 0 "'-1 ..... ~ (INFFFT) 1 inch ~ 20 ft. ADDENDUM 1 1111111 or 1736 I'ourth /1.vcmlL S. Suire/\. Seaule, W,ishm~LOn 981."l-1- Phr)ncc 206-624-1387 Macleod Reckord • PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE. CONSTRUCTION OF rw DESIGN SHOWN ON THESE DRAWINGS WHERE SP!:.CIFICATIONS A~l GlNFRAL OR NUT CALLED OUT, TI-ff SPECIFICATIONS SIIALL CONFOllM TO STANDARDS OF INDUSTRY JRAWINGS ARE FOR USE ON TI!IS PRO,Jt.CT ONLY AND ARE NOT INTENDED FOR REUSE Wl"Tl-10UT WRllTEN ~ ~ri, YJJ12os REVISIONS ~C~l<JON ·-------------------i GIENIE COULON MEMORIAL BIEACH PARK CONCRETE TILE RIEIHABIUTATiON ENG!Nl-:ERS, INC. rax: 206-624-1388 mail@pndcn_g,nc:-;:rs.um1 83 Columbia Street, Suite 306 Seattle, Washington 98104 P 206-323-7919 F 206-323·9242 PLLC APPROVAL FROM PNO DRAWINGS ARE ALSO NOT TO 6[ USED IN ANY MANNER THAT WOULD CONSTIT:JTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PNO 5'A1H>' """""""""' '"'""" "'''"""'""""""""'' ,~;;;" IRRiGA TiON PLAIN SOUTH! 1y•:1GNrn HY CP. PROJr:.1 NO i44Cl).01 flGURE 9~.\'11'1 UYc t.1F~ l'!A IF APRIL 2015 I Rrv I OA TE I DlSCR1~ 1101> cwcKFr., BY rn '>CALL NOTED l4 DEPARTMENT OF COi\!, JNITY AND ECONOMIC DEVELOPMENT ------- DATE: PROJECT NUMBER: PROJECT NAME: PROJECT MANAGER: APPLICANT: CONTACT: PLANNING DIVISION CERTIFICATE OF EXEMPTION FROM SHORELINE SUBSTANTIAL DEVELOPMENT May 05, 2015 LUA15-000312 Gene Coulon Memorial Beach Park Concrete Tile Rehabilitation Vanessa Dolbee, Current Planning Manager Todd Black, City of Renton 1055 S Grady Way Renton, WA 98057 Allan Chartrand, PND Engineers, Inc. 1736 Fourth Ave S Suite A Seattle, WA 98134 .,.,. _____ , ······~·-----· PROJECT LOCATION: 1201 Lake Washington Blvd N Page 1 of 3 II Ii] ENGINEERS, INC. TO: PND: 144075.01 City of Renton 1055 S. Grady Way, 6"' Floor Renton, WA 98057 A'!TEN'J'I ASLA SUBJECT: Gene Coulon Memorial Beach Park Concrete Tile Rehabilitation Project We are sending you: [8J Attached D Under Separate cover via----------the following items: D Shop Drawings 0 Copy of Letter O Prints O Plans 0 Change Ordcr/DCVR 0 Samples D Specifications 121 Permit .,\pplication COPIES DATE NO. DESCRJPTION 5 04/28/2015 1 Land Use Pennit Master .. A.pplication 5 04/28/2015 2 Shoreline Excmotion Permit Annlication Letter 5 04/28/2015 3 Consultant ~-\greement 5 04/28/2015 4 Neighborhood Detail Map 5 04/28/2015 5 \v'aiver of Submittal Requirements for Land Dse Annlication 5 04/28/2015 6 Coulon Tile Rehabilitation Drawines: DI, D2, LI, L3, L4 5 04/28/2015 7 Coulon Park Renlacement T tee :r,,faps These are transmitted as checked below: 0 For approval D For your use [8J As requested 0 Disapproved 0 FOR BIDS DUE: Date D Approved as submitted D Approved as noted D Returned for corrections O For review and comment D Resubmit_ copies for approval 0 Submit_ copies for distribution D Return _ corrected prints o __________ _ REMARKS, [Enter text for body last. Turn form field off to allow options for formatting text.] Signed: ~----- Chris \v'iest, P.E., Project I\fanager CC: 1.Jike Hartley, P.E., Principal; Megan O'Connor, E.I.T.; Allan Chartrand, DA.BT; Connie Reckord, ~'1.SL-\, Principal 1736 Fourth Avenue S., Suite A SEATILE, WASl!JNGTON 98134 I phone: 206.624.1387 I fax: 206.624.1388 LUkJ5 - City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: NAME: City of Renton, Parks Planning & Natural Resources Gene Coulon Memorial Beach Park Concrete Tile Rehabilitation ADDRESS: 1055 S. Grady Way ~JECT/ADDRESS(S)/LOCATION AND ZIP CODE: Lake Washington Blvd. N Renton, WA 98056 CITY: Renton ZIP: 98055 TELEPHONE NUMBER: 425-430-6571 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 3344500775 APPLICANT (if other than owner) NAME: Same EXISTING LAND USE(S): Park PROPOSED LAND USE(S): COMPANY (if applicable): No change EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: Residential Low Density PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: ZIP: (if applicable) No change EXISTING ZONING: TELEPHONE NUMBER: Park, public CONT ACT PERSON PROPOSED ZONING (if applicable): No change ' NAME: Allan Chartrand SITE AREA (in square feet): Park Site is 57 acres total. Project impact area total is 25,255 SF SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if applicable): PND Engineers, Inc. DEDICATED: None SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: ADDRESS: 1736 Fourth Ave. So., Suite A None PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET CITY: Seattle ZIP: 98134 ACRE (if applicable) None TELEPHONE NUMBER AND EMAIL ADDRESS: NUMBER OF PROPOSED LOTS (if applicable) None achartrand@.Qndengineers.com 206.624.1387 NUMBER OF NEW DWELLING UNITS (if applicable): None C:\Users\achartrand\Documents\proJects\Coulon Park rchab1htat1on Apnl 2015\Mastcr Pcnmt App Fonn Coulon Park completed.doc -I - Pl __ JECT INFORMATION (conti.,-ed) ~-~-----~----------~ NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: None. Approx. $425,000 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): None. IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): D AQUIFIER PROTECTION AREA ONE None SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL D AQUIFIER PROTECTION AREA TWO BUILDINGS (if applicable): None D FLOOD HAZARD AREA -waived PLO sq. ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL D BUILDINGS TO REMAIN (if applicable): GEOLOGIC HAZARD (b sq. ft. 3,690 SF D HABITAT CONSERVATION -waived PLO _sq. ft. NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): None D SHORELINE STREAMS & LAKES -waived PLD -ft. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): D WETLANDS -waived PLO ___ sq.ft. None LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE _SW QUARTER OF SECTION 5, TOWNSHIP 23 N, RANGE 5 E, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) [/.I /2.~TOfU~/t L.) 1'/E,S.1" , declare under penalty of perjury under the laws of the State of Washington that I am (please check one) __ the current owner of the property involved in this application or _K_ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. ~8/;~ ' -------------- Signature of Owner/Representative Date Signature of Owner/Representative STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that U rt :i-ilJ{ h 8r W I cl signed this instrument and acknowledge it to be his/her/their free and voluntary act for the Date uses and purpose mentioned in the instrument. ~-~ ,, ...... ,,, ?/UY( / I ,,~_ D. l HE~',, - , -)'6, Jo 15' ~--~~~~N···,.~;,-,-:. , -+-l"""""'i"'.PJ==i.__...!...!.._· .L._---'--', "'-'-"C'4'------------- oated : :Ji·· .{Ii ~\IS' :, Notary Public inandfortheStatgton : • ,.,.oTAlf; ~ :. ~ '-,.. • • ,I i~ ~·~·Jl;-'I.J ,o .j ~ ~ Notary (Print): L1nv1 fu T. t-\Bt'lfl QS ~A\ B\.•J:>"'•0• ~ ?A'.·.''beEII 19.'t;:··0': r ·. I ---{) .., S '•,,,; oi::""''~'*'..,,.v,Y appointment expires: ~u~·~c~"'-'-',;;,l{'-+,o--=c,l,_O~l __________ _ C:\Users\achartrand\Documents\projecti°",lf~~~ilitation April 2015\Master Pennit App Fonn Coulon Park completed.doc -2 - CAG-14-159 CONSULTANT AGREEMENT THIS CONSULTANT AGREEMENT ("Agreement") is made as of the_. day of ______ ~ 2014, (the "Effective Date"), between the CITY OF RENTON, a non-charter code city organized under RCW 35A and State of Washington municipal corporation, ("Renton"), and PND Engineers, Inc., ("CONSULTANT"), to provide professional engineering services for the rehabilitation of two concrete tile plazas at Gene Coulon Memorial Beach Park. Renton and CONSULTANT are at times collectively referred to as the "Parties". NOW THEREFORE, in consideration of the recitals, which are incorporated by reference, and the following mutual promises and covenants contained in this Agreement, the Parties mutually agree as follows: 1. Scope of Services. The CONSULTANT will provide all material and labor necessary to perform all work described in the PROPOSAL, which is attached and fully incorporated in this Agreement by reference with this Agreement as Attachment "A". 2. Renton's Responsibility. Renton will provide or coordinate access to the work site so that the work may be performed. 3. Consideration. Renton agrees to pay the CONSULTANT the Contract Sum, in exchange for complete performance of the professional services referred to in this Agreement and/or as is detailed in Attachment A. Any conflict or ambiguity in terms of the CONTRACTOR'S expected performance shall be guided by the terms of the contract and construed in favor of Renton. Payment for services shall be made by Renton to the CONSULTANT for completed work on a time and material basis consistent with the attached estimate, upon completion of the contracted work. Such payment shall be the full compensation for work performed, services rendered, and for all labor, materials, supplies, equipment, incidentals, and incidental costs necessary to complete the work. 4. Contract Sum. The total amount of this Contract is Ninety-Two Thousand Four Hundred Sixty-Five Dollars ($92,465.00) which includes Washington State sales tax. S. Changes in Scope of Services. Renton, without invalidating the Contract, may order changes in the Scope of Services consisting of additions, deletions or modifications. The Contract Sum may be adjusted according to any reasonable additional cost or expense resulting from such changes. Such changes in the work shall be authorized by a written Change Order signed by Renton and the CONSULTANT. The CONSULTANT shall not modify the Scope of Services, without forfeiting any unpaid fees due, unless the CONSULTANT has received Renton's prior written approval. 6. Time of Performance. The CONSULTANT shall commence performance of the Contract no later than ten calendar days after the Contract's final execution, and shall complete the full performance of the Contract not later than 320 calendar days from the date of commencement. 7. Duration of this Agreement. This Agreement shall end at completion of the enclosed scope of services or when the Time of Performance expires, whichever is first. This Agreement may be extended only upon mutual written agreement of Renton and the CONSULTANT. 8. Method of Payment. Payment by Renton for the Services will only be made after the Services have been fully performed to Renton's satisfaction and an invoice is submitted to Renton in an acceptable form. Payment will be based on the percent of work completed, compliance with the Scope of Services. Payment will be made in the next pay cycle of the Renton's Finance and Information Technology Department after receipt of such voucher or invoice (pay cycles are bi-weekly). Renton shall have the right to withhold payment to the CONSUL TANT for any work not completed in a satisfactory manner until such time as the CONSULTANT modifies such work so that the same is satisfactory. If the work is not satisfactorily modified or is not in compliance with this Agreement, Renton may withhold the entire payment, without penalty. 9. Consultant is an Independent CONSULTANT. The Parties intend to create an Independent CONSULTANT-Employer Relationship and that the CONSULTANT will have the ability to control and direct the performance and details of its work, with Renton being interested only in the results obtained under the Agreement. As a result, CONSULTANT and its subcontractors, employees, agents and volunteers are not Renton employees and shall not be entitled to any employee benefits or protections. 10. Record Keeping and Reporting. The CONSULTANT and each sub-consultant, if any, shall submit upon Renton's demand to Renton such schedules of quantities and costs, progress schedules, payrolls, reports, estimates, records and miscellaneous data pertaining to the Agreement. 11. Indemnity. CONSULTANT agrees and covenants to hold and save Renton, its elected officials, officers, agents, representatives, employees and volunteers harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with this Agreement or work related to the Agreement, including loss of life, personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Agreement. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or unpatented invention, process, article or appliance manufactured for use in the performance of the Agreement, including its use by Renton, unless otherwise specifically provided for in this Agreement. The CONSULTANT agrees to name Renton as an Additional Insured on a noncontributory primary basis. In the event Renton shall, without fault on its part, be made a party to any litigation commenced by or against CONSULTANT, then CONSULTANT shall proceed and hold Renton harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by Renton in connection with such litigation. Furthermore, CONSULTANT agrees to pay all costs, expenses and reasonable attorneys' fees that Renton may incur or pay in the enforcement of any of the covenants, provisions and agreements. Nothing in this Agreement shall require the CONSULTANT to indemnify Renton against and hold harmless Renton, from claims, demands or suits based solely upon the conduct of Renton, its elected officials, officers, and employees and provided further that if claims or suits are caused by or result from the concurrent negligence of (a) the CONSULTANT's agents or employees and (b) Renton, its elected officials, officers, and employees, and involves those actions covered by RCW 4.24.115, (Validity of agreement to indemnify against liability for negligence relative to construction, alteration, improvement, etc., of structure or improvement attached to real estate or relative to a motor carrier transportation contract), this indemnity provision with respect to claims or suits based upon such concurrent negligence shall be valid and enforceable only to the extent of the CONSULTANT's negligence or the negligence of the CONSULTANT'S agents or employees. Should a court of competent jurisdiction determine that this agreement is subject to RCW 4.24.115, (Validity of agreement to indemnify against liability for negligence relative to construction, alteration, improvement, etc., of structure or improvement attached to real estate or relative to a motor carrier transportation contract) then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the CONSULTANT and Renton, its elected officials, officers, employees, agents, representatives and volunteers, the consultant's liability under this Agreement shall be only to the extent of the consultant's negligence. It is further specifically and expressly understood that the indemnification provided herein constitute the consultant's waiver of immunity under RCW 51, the Industrial Insurance Act, solely for the purposes of this 3 indemnification. This waiver has been mutually negotiated by the Parties. The provisions of this section shall survive the expiration or termination of this Agreement. 12. 13. Insurance. a. CONSULTANT'S Insurance. CONSULTANT shall secure and maintain the following insurance policies, and shall not cancel or suspend the insurance policies identified below, except after twenty (20) calendar day's prior written notice by certified-mail to the City of Renton: i. Commercial General Liability Insurance: Commercial general liability insurance in the minimum amounts of $1,000,000 for each occurrence/$2,000,000 aggregate throughout the duration of this Agreement. ii. Professional Liability Insurance: Professional liability insurance, in the minimum amount of $1,000,000 for each occurrence, shall also be secured for any professional services being provided to Renton that are excluded in the commercial general liability insurance. 111. Workers' Compensation: Workers' compensation coverage, as required by the Industrial Insurance laws of the State of Washington. iv. Renton as an Additional-Insured: It is agreed that on CONSULTANT'S commercial general liability policy, the City of Renton will be named as an Additional-Insured on a primary and non-contributory basis. Any coverage maintained by the City of Renton is solely for the coverage and benefit of Renton, and its elected officials, officers, agents, employees, representatives and volunteers. v. Verification of Coverage: Subject to Renton's review and acceptance, a certificate of insurance showing the proper endorsements, shall be delivered to Renton before executing the work of this Agreement. b. Review of Policy: Upon request, the CONSULTANT shall give Renton a full copy of the insurance policy for its records and for the Renton City Attorney's or Risk Manager's review. The policy limits may be reviewed and the value reassessed annually. c. Termination: Notwithstanding any other provision of this Agreement, the failure of the CONSULTANT to comply with the above provisions of this section shall subject this Agreement to immediate termination without notice to any person in order to protect the public interest. Termination of Agreement. This Agreement may be terminated by either party upon ten (10) calendar days written notice should the other party fail substantially to perform in accordance with this Agreement's 4 terms through no fault of the other party, subject to the non-performing party curing any failure to perform within said ten (10) calendar days. Should failure to perform be cured within ten (10) calendar days, this Agreement shall remain in full force and effect. In the event of termination, the CONSULTANT shall be paid for services performed up to the termination date and accepted as conforming work by Renton, less any costs or expenses incurred by Renton as a result of the CONSULTANT'S breach of the Agreement. In that event, all finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs and reports prepared by the CONSULTANT shall become Renton's property, and the CONSULTANT shall be entitled to receive just and equitable compensation for any work completed on such documents and other materials, unless such documents or materials failed to conform to the Agreement. 14. Arbitration. Arbitration of all questions of dispute under this Agreement may be at the choice of either party and shall be in accordance with the laws of the State of Washington. The results of arbitration shall be binding on the Parties. Choice of Arbitrator shall be as follows: each party to choose one with the third choice by mutual agreement or, if unable to agree, chosen by a Superior Court Judge. Rules of arbitration: American Arbitration Association. All arbitrators shall be well-versed/trained and experience in design and construction issues. 15. Assignment. The Parties may not assign any portion of this Agreement without the non-assigning party's written consent, and any assignment in violation of this provision shall be void. If the non-assigning party gives its written consent to any assignment, the terms of this Agreement shall continue in full force and effect and no further assignment shall be made without additional written consent. 16. Assigns and Successors. Renton and the CONSULTANT each binds itself, its partners, successors, assigns, and legal representatives to the other party to this Agreement, and to the partners, successors, assigns, and legal representatives of such other party with respect to all covenants of the Agreement. 17. Compliance with Laws. CONSULTANT agrees to comply with all federal, state, and municipal laws, rules, regulations, or guidelines that exist or come into existence that are applicable to CONSULTANT's business, equipment, and personnel engaged in operations covered by this Agreement or accruing out of the performance of those operations. 5 18. Conflicts. In the event of any inconsistencies between CONSULTANT proposals and this Agreement, the City of Renton Agreement shall prevail. 19. Counterparts. The Parties may execute this Agreement in any number of counterparts, each of which shall constitute an original, and all of which will together constitute this one Agreement. 20. Limitation of Actions. CONSULTANT must, in any event, file any lawsuit arising from or connected with this Agreement within 120 calendar days from the date the contract work is complete or CONSULTANT'S ability to file that claim or suit shall be forever barred or waived. This section further limits any applicable statutory limitations period. 21. Mediation. Mediation may precede arbitration by mutual consent of the Parties. 22. Modification. No waiver, alteration, or modification of any of the provisions of this Agreement shall be binding unless in writing and signed by each party's duly authorized representative. 23. Non-Discrimination and Compliance with Applicable Federal, State and local laws. Except to the extent permitted by a bona-fide occupational qualification, the CONSULTANT agrees as follows: The CONSULTANT will not discriminate against any employee or applicant for employment because of race, creed, color, national origin, sex, age, sexual orientation, physical, sensory or mental handicaps or marital status. The CONSULTANT will take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, creed, color, national origin, sex, age, sexual orientation, physical, sensory or mental handicaps, or marital status. Such action shall include, but not be limited to the following employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation and selection for training. The CONSULTANT will, in all solicitations for employee's job orders placed with any employment agency or other firm or agency, state that all qualified applicants will receive consideration for employment without regard for race, creed, color national origin, sex, age, sexual orientation, physical, sensory or mental handicaps, or marital " status. The words "equal opportunity employer" in advertisements shall constitute compliance with this paragraph. The CONSULTANT will include the prov1s1ons of the foregoing paragraphs in every subcontract or purchase order for the goods or services which are subject matter of this contract. In the event of non-compliance by the CONSULTANT with any of the non-discrimination provisions of the contract, the Owner shall have the right, at its option, to cancel the contract in whole or in part, without penalty. If the Agreement is canceled based on non-compliance with this section of the Agreement after partial performance, Renton shall be obligated to pay the fair market value or the contract price, whichever is lower, for good or services which have been received and accepted. The CONSULTANT is solely responsible for knowledge of and compliance with all federal, state and local laws and regulations that may affect the satisfactory completion of the project, which includes but is not limited to fair labor laws and worker's compensation. Renton requires all businesses and individuals doing business in Renton to have and maintain a valid City of Renton business license. (For Renton licensing information call 425-430-6851). 24. No Waiver. Neither the final certificate of payment nor any provision in the Agreement or partial or entire use of any installation provided for by this Agreement shall relieve the CONSULTANT of liability in respect to any warranties or responsibility for faulty materials or workmanship. The CONSULTANT shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1) year from the date of final acceptance of the work, unless a longer period is specified. Renton will give notice of observed defects within a reasonably prompt time after discovery, and CONSULTANT shall be obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of CONSUL TANT. The failure of Renton to insist upon strict performance of any of the covenants and agreements contained in this Agreement, or to exercise any option conferred by this Agreement in one or more instances shall not be construed to be a waiver or relinquishment of those covenants, agreements or options, and the same shall be and remain in full force and effect. 25. Public Document/Public Disclosure. This Agreement will be considered a public document and will be available for reasonable inspection and copying by the public during regular business hours. This document may be disclosed pursuant to RCW 42.56 (Public records act). 26. Remedies. Any remedies provided for in this Agreement are non-exclusive, and shall be cumulative with all other remedies available to Renton at law, in equity, or by statutes, unless specifically waived in this Agreement or in a subsequent signed document signed by Renton's authorized representative. 27. Singular, Plural and Gender. Whenever required by the context of Agreement, the singular shall include the plural and the plural shall include the singular. The masculine, feminine and neuter genders shall each include the other. 28. Sole and Entire Agreement. This Agreement is the entire agreement between the Parties and any representations or understandings, whether oral or written, not incorporated by reference into this Agreement are excluded. 29. Third-Party Beneficiaries. Nothing in this Agreement is intended to, nor shall be construed to give any rights or benefits in the Agreement to anyone other than Renton and CONSULTANT, and all duties and responsibilities undertaken pursuant to this Agreement will be for the sole and exclusive benefit of Renton and CONSULTANT and no one else. 30. Written Notice: All communications regarding this Agreement shall be sent to the Parties at the addresses listed on the signature page of the Agreement, unless notified to the contrary. Any written notice shall become effective three (3) business days after the date of mailing by registered or certified mail, and shall be deemed sufficiently given if sent to the addressee at the address stated in this Agreement or such other address as may be specified by the recipient Party in writing. IN WITNESS WHEREOF, the Parties have entered into this Agreement effective as of the date written above. / Signature ( .. I • . / 1'/ I/L -/(;/..,/"L >'" ':::-s,. ,··, / •.. · [>) / r.,,c.....-1,.,. <. c..__ ,_.-J . . ~ , Printed Name and 1tle Business Name 8 ATTEST: Signature Denis Law Jason A. Mailing Address City State Zip Telephone 9 Attachment 'A' Gene Coulon Memorial Beach Park -Concrete TIie Rehabilitation Engineering Services Scope of Work PND Engineers, Inc. will provide professional engineering, permitting and construction services for the rehabilitation of two concrete tile plazas at Gene Coulon Memorial Beach Park. Payment will be on a Time and Materials Basis Not to Exceed Budget of Ninety-Six Thousand Eight Hundred Sixty-Five Dollars ($92,465.00), which includes WSST. Reference PN D's Scope of Services -Gene Coulon Memorial Park Concrete Tile Rehabilitation, dated November 18, 2014. Gene Coulon Memorial Park Concrete Tile Rehabilitation Project Engineering Services November 18, 2014 (A) SCOPE OF SERVICES: INTRODUCTION 'flus scope of work describes the Gene Coulon Memor.ial Park Tile Rehabilitation Study project located in Renton, \Xhshington. The project area is based on the recent Gcotechnical Tnve:stigation and Rehabilitation ,\lternativcs Report and comists of two large concrete tile hardscape areas witl1in the park that have experienced differential movement over time at various locations. The Northern project area consists of a 2,580 ft~ area of concrete tiles and the Southern Area consists of a 17,780 ft2 area of concrete tiles (see Figw-es A-1 and A-2 attached). The differential movement of the concrete tiles has resulted in uneven surfaces in some arets which may affect pedestrian and/or ADA accessibility. This scope includes engineering, permitting and construction services for complete rehabilitation of the Northern and Southern project areas. Services provided as part of this scope are summari£ed below and a more detailed description is .included in the task summaries. Permitting services are limited to those described herein. PND proposes to perform this \vork on a time and materials basis for a maximum fee of $92,465, The fees shown are. estimates and actual fees and expenses including mark-up will be submitted monthly for invoicing. SCOPE OF WORK TASK l. Preliminary Engineering PND will start this work effort by obtaining the field information necessary to establish the desired horizontal alignment and grade and will be supported by the following consultants: PND will sub-contract with Mad.cod Rcckord (MR) to assist with evaluation of material types) textures and colors of the concrete to ensure an aesrhecically pleasing, functional and durable concrete product that complinu:uts the existing tile areas. MR will also review the existing plaza entry tree planting design and provide a concept plan for a new tree layout and ne\V irrigation system within the south plaza (See the attached SO\"'(/ and proposed fee from Macleod Reckon!.) PND will contract with a separate company, also known as Applied Professional Services (APS) that will perform private utility locate sen'ices. Prelim.inary engineering \Vill be based on the gcotectlnical investigation and stuvey work performed in the Cenl"echnical Investigation and Rehabilitation 1\ltcrnatives Report. PND will develop rhe detailed design documents to a 30~.,o design level Lhat will be sufficient to estimate project budgets, major constrnction clements and move forward with permitting documents. Permit documents include SEP.A, Shorelines Exemption and Construction permit applirntions. November l 8, 20 14 Scope of Work Coulon Concrete Tile Ph.2: Engineering, Permitting & Construction Services TASK 2. Permit and Review Services PND will act as the agent for the Client in preparing, submitting and coordinating responses to review comments. This scope and budget for this task includes preparation of responses and additional information fur a single round of comments/information requests by each agency . .Additional studies and /or evaluations beyond tho::-e outlined in this scope are not anticipated or included. Specifically, this task includes the following: A. Permit Pre~Application Coordination. The location and replacement nature of this project may allow for exemptions from certain permits. In order to confirm exemption status, PND will coordinate with the City prior to submittal for any permits. This includes one pre-application meeting with the City of Renton Community and Economic Development Department. B. City of Renton Permits. PND will prepare permit documents and application for submittal to the City of Renton for Land Use and Construction permits. This effort includes preparation and coordination of application forms, drawings, and support documentation required for intake. Based on preliminary conversations with city staff in March 2014, the project may be exempt from certain Land Use and Environmental permits. This task includes the following: 1. State Environmental Policy Act (SEPA) checklist will be prepared for submittal to the City of Renton. Task includes preparation of a complete application package including SEPA checklist and supporting documentation. 2. Shoreline Permit Exemption request will be submitted to the City of Renton. 3. Construction Permit submittal will be made based on the engineering design plans per Task 3. This submittal will include grading and drainage plans sufficient for City for review. C. Processing, Coordination and Responding to Comments: PND's team will coordinate with City staff on all documentation throughout the process. Scope includes responding to one round of comments on each review. TASK 3. Final Engineering Design. Upon receiving approval of the Preliminary Design and initial feedback from the City on the Pre-Application, PND will progress the design documents to final design. PND, with assistance from MacLeod Reckord, will develop a complete set of construction drawings (General Notes and Specifications to be included on the Plan Set) accompanied by an Engineer's construction cost estimate for approval by the City. Interim updates will be provided at 60% & 100°/o design levels to docLU11ent prnject progress and conformity with the City's desires. (See the attached SOW and proposed fee from MacLeod Reckord.). TASK 4. Construction Bidding, Inspection and Administration Services. L1pon acceptance of the final constmction dra,vings, PND will assist the C.ity with the development of the Bid Manual. PND will be responsible for providing any additional project technical specifications and bid description items for inclusion into the Project Bid Manual as developed by the City. It is assumed rh~t project design will be completed early 201 Sand that construction \Vill be completed in 2015. 2 of 4 November 18, 2014 l ,(.1,1 !·H·.; I,( Scope of Work Coulon Concrete Tile Ph.2. Engineering, Permil!ing & Cons/ruction Services After the bids han· been rcn::ived, PND will assist the City with rcvie,v of the bids and provide a recommendation as requested. It is our undcrsrnnding that tlw City will provide Constiuction .\dministration for the project. After bid award, PND will assist the City with the Adminis1·ratiou Support, Submittal Review and Inspection services. At this ttim.' PND estimates rhis ,vnrk to include the following work items: 1. Pre-construction Meeting 2. Project Submittal Reviews 3. PND Site Visits During Construction (25 tot::11) 4. Mad ,cod Reckord Site Visits During Construction (2 total) 5. Constrnction Maferial Testing Services, including slump, air and temperature lesting for cast-in-place concrete sampling. ASSUMPTIONS The following are assumptions made m preparing the scope of \Vork and fee estimate: 1. The proposed work docs not include expansion of the existing footprint of impervious area and assumes no drainage structures wiU be built. 2. Site and project information will be provided by otbers in electronic format and m a timely and thorough manner in order to allow PND to conduct and complete its work efficiently. 3. Client is responsible for all permit fees. 4. Property ownership allows for the proposed project. 5. Periodic inspections will be performed during the project an<l this proposal currently assumes a 45 day construction window. If additional inspections are required or requested by the City this work will be covered by written amendment. 6. PND will provide necessary pdf copies of the PS&E documents, permits, reports, and supporting documentation by electronic files only. PND will also provide original AutoCA. D files at the Client's request. 7 PND will use our standard rate schedule to invoice actual costs for labor. Costs for Subconsult:mt work will be billed at cost plus 10 percent mark-up, 8. hfaximum fees will not be exceeded without the written apprnval of the City. 9. Project area is limited to rhe approximate 17,780 SF plaza at the south end of the park and up to 15' extension off the edge of existing paving. Irrigation repair, or extension of lines to make connection may require work outside of this area, but any new irrigation or planting required beyond 15' extension may require additional se1vices. 10. Amenities (benches, trash receptacles, signage, site retaining or seat walls, sinular) are not included but may be added under separate scope/contract. 11. One consolidated set of rc,iir.w comments \vill be submitted to :tvfacLeod Reckor<l for the 60% design re~new. EXCLUSIONS PND excludes the following items from their scope of ,vork: 1. All ilt'tns not listui as inclnded above in scope of ,vork or Jn tlw attached sLatcmcrH of work activities provided in the attached Subconsultant documentation. 2. Electrlcd design or construclion \vork. 3. Removal/ decommissioning of any L"kctncal lines or associated structures. 4. l'ecs for preparation of printed copit's of bid documents. It 1s as.sume<l all extnnal fees other than those indu<le<l in th<.: cost esumatcd arc not covered as part of this work. J. Additional surveys if existing su1Yeys are not sufficient to fuUy describe the work required. 3 of 11 November I&, 2014 I·_"',{, I :S. I I R, I :S.• Scope of Work Coulon Concrete Tile I'h.2: A'ngineerinJ?, Permitting & Construe/ion Services CLIENT-PROVIDED INFORMATION The Client shall provide to PND the following items: L Existing information on current site conditions and other available data which will assist in preparation of pennit drawings. 2. ,\ccess will be provided to the property as necessary. DELIVERABLES Description Deliverable Preliminary Engineering Design (1) Draft 1 lxl 7 PDF Copy and PDF geotechnical reoort -Citv Land Use Packaee (1) various sizes, PDF Corm Citv Construction Permit Package (1) various sizes 1 PDF Cww 60% and 100% Drawings, Engineering (1) 11x17 PDF Copy for Drawings Calculation Package, Cost Estimate (1) various sizes, PDF Copy for Final Reports Bid-Ready Plans & Specifications (1) Hard Copy of Plans and Specs, (1) PDF Copy Construction Observation RM1orts 8.5xl1 PDFCooies SCHEDULE Following confirmation of this agreement by the Client, PND agrees to perform the above-described services and to diligently pursue the project and make every reasonable effort to finish all items in a timely manner. PND may refme this schedule based on further discussion with the reviewing agencies and City. Time frame may vary depending on agency response and issuance of SEPA and Shorelines Exemptions determination by the City. A preliminary schedule for completion of the work is as follows: Project Startup (Anticipated NTP) Planning Meetings 30% Design Submittal Permit Application Submitted 60% Design Package Issued for Review 100% Design Package Issued for Revie,v Estimated Permit Approval Bid Constrnction Starts PERSONNEL PND's key personnel for the project include: December 1st, 2014 Week of December 1st, 2014 January 5th, 2015 January 5th, 2015 February 2,~. 2014 February 23•1, 2015 March, 2015 Spcing 2015 July 8, 2015 • Mike Hartley, Principal-in-Charge and QA review, Engineer of Record Chris \\liest, Project Manager • • Nick Alexander, Senior Design Engineer Christopher Kokesh, Senior Geotcchnical Engineer Megan O'Connor, Staff Engineer PND will provide these services on a lime and materials basis for a maximum budget of $92,465 as detailed in the cost proposal. \Vork \\rill be performed according to the attached rate schedule. 4 of4 November 18, 2014 5'cope rd Work ( 'oulon Concrete Tile Ph.]: Rngi11eel'i11g, I'ennilling & Construction Services APPENDIX A Novcrnhcr 18, 2014 ~ l~I !r 1ijr • li ! ~ I \ •1, !~§~iji .. •• ~ 101 !8·' ~ -'iS~!il°' •. I -i,. ilifflr ~,11 :Hi I \ 2lii -~ &p;i, \ 1~1 ·~ ~ ~Ji~ \ 0 -· ~·~a· ,. i ' "'" \ \; \ i;j ~ \ ~ ' :a: Cl l \ cl "' o" \ •i i s \ I ! \ • ; I ; Oi 11 i 0" I ':i, Om Zz £m ~ ~0 P1' 0 ·" me~ Iii -Ir-j:):;:, r 0 n~ up; mZ ))r 0~ ~ Ill n ·i a~ ;;u -e :I: 3: liJ_ Om ;tr-0 ...... ? :~ [D ;a .... ~ > r;;: ::!::: ; -~ =tr n hi ~ gJ :: I g~ !'1" zO ~! :i, :i: ~ .. ~ C )> o"' -< " _MArCHLINE SEE FIGURE A-J I / 'Ii I ' ' ' \ \ -~Arcm.lNE SF:€ FIGURE_~-2 ----i, ,-;.,i, ...\\ / / / / / : l! I ,I \ ! ,I 0~ I o' ' ' ' "' 'l i, jl ,t Scope of Work Coulon Concrete Tile Ph.2: Engineering, Permitting & Construction Services APPENDIXB November 18, 2014 Landscape Architecture • Planninq • Urban Desiqn ,---·,, 1,.1; 0 • I c·,: "{! T 'I •: .,, '~; J ... I' 11·; I ,. Gene Coulon Memorial Park Concrete Tile Rehabilitation Study Scope of Work November 5, 2014 Landscape Architecture Macleod Reckard will provide landscape architecture and planning services for the project, including design consultation for pavement options, replacement tree planting, and new irrigation in the south entry plaza, and final design documentation for the tree replacement and new irrigation. Extent of planting and new irrigation is limited to the area bounded by the perimeter of the south paving area as shown on the attached exhibit and includes tree replacement and new installation in an area of approximately 17,780 SF. Repair to, or replacement of, irrigation lines serving this area may extend outside the limit shown. Landscape architecture services will include the following: Task 1. Preliminary Engineering This item includes the following: • Project review: Review available data/survey and any preliminary documentation. • Field Reconnaissance: Perform field reconnaissance to review project conditions, limits of work, and influencing factors. • Field Evaluation: Assist PND with evaluation of material types, textures, and colors of proposed concrete surfacing and provide options for consideration and recommendations for new paving. Coordinate with City to review current irrigation system and requirements for upgrades. • Mapping: Map results of field reconnaissance that impact tree layout and options. Mapping based on approximate field measure utilizing survey provided by others. • Code and Standards Research: No code review is anticipated. • Coordination/Team Meetings: Attend site meeting to perform reconnaissance and evaluation with PND and others as requested. One meeting has been assumed for scoping purposes. Deliverables o Follow up correspondence, including sketch or photos as appropriate, to provide recommendation on surfacing. No formal documentation for tree planting or irrigation changes anticipated. II • Task 2. Permit and Review Services No work is anticipated under this task. Task 3a. Final Engineering Design This item includes the following: • Correspond with PND regarding input on specification for paving/surfacing recommendations, including any changes necessary for irrigation such as vault replacement. Correspondence with City regarding irrigation system planning. • Prepare Draft Planting Plan and Details, incorporating comments and program requirements from PND and the City. Provide planting plan utilizing base information provided by PND. Planting details will be provided. • Provide draft plant schedule with quantities and genus, species, and variety named. • Provide draft Irrigation Plan and Details, incorporating known information about existing irrigation system. Provide materials information on Irrigation Schedule. • Include restoration seeding/planting on perimeter of new paved area to the limits of work as defined by PND. Repair irrigation at exterior edge of paving that is damaged by demolition activity. Maximum extension off edge of existing paving assumed to be 15'. • Attend (1) meeting to coordinate work efforts with PND and the City, if requested. • Provide 60% level cost estimate of planting and irrigation and related site preparation (excluding pavement). • Include General Notes and Specifications on the plan set. Deliverables o 60% Planting Plan and Details (up to 2 sheets) o Draft Plant Schedule (included on Detail sheet) o 60% Irrigation Plan and Details (up to 2 sheets) o 60% Cost Estimate (Excel document) o General Notes and Specifications (up to 1 sheet) Task 3b. Final Engineering Design This item includes the following: • Provide final commenUreview on plans or specification for paving/surfacing recommendations, including changes necessary for irrigation. • Prepare Final Planting Plan and Details, incorporating comments from PND and the City. • Provide final plant schedule. 2 • Prepare Final Irrigation Plan, Schedule, and Details, incorporating comments from PND and the City. • Include restoration seeding/planting on perimeter of new paved area to the limits of work as defined by PND. Maximum extension off edge of existing paving assumed to be 15'. • Correspond with PND on finalizing plan set. No meeting anticipated. • Provide 100% level cost estimate of planting, irrigation, and related site preparation (excluding pavement). • Finalize General Notes and Specifications on the plan set. Deliverables o 100% Planting Plan and Details (up to 2 sheets) o Final Plant Schedule (included on Detail sheet) o 100% Irrigation Plan, Schedule, and Details (up to 2 sheets) o 100% Cost Estimate (Excel document) o General Notes and Specifications (up to 1 sheet) Task 4. Construction Bidding, Inspection, and Administration Services This item includes the following: • Contribution to up to two addenda during the Bidding phase is included in this task. • Provide limited Construction Administration Services that may include submittal review/approval, and up to (2) site visits for site prep and planting operations and (2) site visits for irrigation installation or testing during construction. • Provide 1 final set of record drawings based on contractor markups. No field verification included. Assumptions • Project area is limited to the approximate 17,780 SF plaza at the south end of the park and up to 15' extension off the edge of existing paving. Irrigation repair, or extension of lines to make connection may require work outside of this area, but any new irrigation or planting required beyond 15' extension may require additional services. • Amenities (benches, trash receptacles, signage, site retaining or seat walls, similar) are not included but may be added under separate scope/contract. • One consolidated set of review comments will be submitted to Macleod Reckard for the 60% design review. • Schedule and rates assume design will be completed in 2014 and construction in 2015. 3 Page1 of1 Macleod Reckord Landscape Architecture . Planning . Urban Design HOURS TASK PRINC CA IRRIG CAD TASK 1. Prellmlnary Engineering 1.1 Project Review 1 2 1.2 Field Reconnaissance 3 3 3 1.3 Evaluation/Recommendations on paving/surfacing 2 4 1.4 MappingJDocumenlailon 2 1 1.5 Coordination/Team Meeling {1) 2 2 1.6 Project Management 1 1 SUBTOTAL TASK 3a Flnal Engineering Design (60%1 3a.1 Coord. w/ PND on paving & w/City on irrigation 3 3 3a.2 Draft Planting Plan incl. restoration 1 • • Ja.3 Draft Planting Details 1 2 3 3a.4 Draft Plant Schedule 1 2 Ja.S Draft Irrigation Plan incl. repair from demo 1 4 1 3a.6 Draft Irrigation Details 2 3a.7 Cost Estimate -planting and irrigation 1 J 2 3a.8 Draft General Notes/Specifications 3 3 1 3a.9 Coordination/Team Meeting (1) 2 2 2 3a.10 Pro;ect Management 4 1 SUBTOTAL TASK 3.b Final Engineering Destgn (100%) 3b.1 Final comment/review on paving & corresp w!City 2 2 3b.2 Final Pfanting Plan incl. restoration 1 4 4 3b.3 Final Details 1 2 2 3b.4 Final Plant Schedule 1 3b.5 Final Irrigation Plan incl. repair 4 1 3b.6 Final Irrigation Details 1 3b.7 Cost Estimate-planting and irrigatiofl 1 2 2 3b.8 Final General Notes/Specifications 3 3 1 3b.9 correspondence 2 2 2 3b. 10 Project Management 4 1 SUBTOTAL TASK 4. Construction Bidding, lnspQ()tlon, and Administration Services 4.1 Contribute to up to 2 addenda 2 • 4 2 4.2 Submittal review/approval 2 1 2 4.3 Site visits {2) 6 6 4.4 Reporting (mtg notes, prelim punchllst) 2 2 4.5 Record drawings 1 2 3 3 4.6 Project Management 2 1 SUBTOTAL ALLOWANCE FOR REJMBURSABLES Estimate/allowance SUBTOTAL TOTAL ADMIN 1 1 1 2 1 1 2 1 1 FEE DERIVATION Project: Date: """"' ;,..i; 145 435 290 290 145 435 145 145 145 - - 145 435 290 580 290 145 145 145 435 290 580 290 290 870 290 145 290 Gene Coulon Park Coocrete Tile Rehab Study 5-Nov-14 RATE/FEE CA IRRIG CAD ADMIN "'' $125 "' "' 250 414 375 552 82 276 125 250 125 375 - 552 392 276 294 276 -82 138 500 98 - 250 - 414 250 82 375 98 164 276 250 -125 - 250 552 392 276 196 138 82 500 98 125 276 250 -82 375 98 164 276 250 - 125 - 552 500 196 82 138 250 -82 750 250 276 375 294 - 125 - SUBTL 3,754 7,587 6,635 8,045 260 24.171 Scope cf fVork Coulon Concrete Tile Ph.2: Engineering, Permilling & C'onslruclion Services APPENDIXC l\Jovcmbcr 18, 2014 !-·, l. I' l I ); , I-...; J ' " a -ao ' ....... ,~ "' ,~ ,.l • l >,:: m ",J = ~· > C .. 0 !' " .J " ,. 00 c,. ..... ·~ "'°' .... ;;-.... ii ' t .• 1 I' "';;; ~ .. ,. .. :;;\,!" ~ .. . r • l ~ • .,. ~J ~:s~~~ ff n ~ tl" c, 8 ~ ~ ~ i: !· -• e ' ., .. fi ! ~ i<:.::: :;,;:.::: ~;::; -~ f . ;,;,iii') ~gg Ii --i ;; ~ =~·· nC ~~ !~!~ i ~ 88 33~8 Scope (f VVork Coulon Concrete Tile I'h.2: Enginet>ring, Permitting & Construction Se1Tices APPENDIXD November 18.2014 I-'<. c ! '· I I ,; ' ! '< April 8, 2014 Christopher Wiest, P.E. Senior Engineer PND r£nginecrs 1736 Fourth Ave S, Suite A Seattle, WA 98134 (206) 351-1611 cwi~::,1,·a· pnd1..·n~in1..·cr~.,-,1111 RE: Coulon Park Concrete Tile Rehab, Phase 2, Gene Coulon Park, 1201 Lake Washington Blvd N, Renton, WA Special Inspection & Materials Testing Dear Mr. Wiest: Materials Testing & Consulting, Inc. (MTC) thanks you for the opportunity, and respectfully submits the following proposal to provide materials testing and special inspection services during construction of the above~referenced project. We estimate the total cost of our services for this project to be $4,500.00. All services will be provided on a time and materials basis. Although dependent on the actual construction schedule and sequencing, MTC will only bill for actu,1/ work pe,formed, regardless of the amounts estimated. Our project manager will review weekly budget status reports, and invoices will be sent on a monthly basis. No work will be performed beyond the scope and cost estimate without your prior authorization. Each of MTC's laboratories are regularly audited by the American Association for Laboratory Accreditation (A2LA) as well as the Washington Association of Building Officials (WABO). We are specifically recognized to meet the requirements of ASTM Cl077, D3666, D3740, E329, and AASHTO R-18 standards for agencies engaged in construction materials testing. MTC's Geotechnical Engineering Department is staffed with Washington State Professional Engineers and Licensed Engineering Geologist who are intimately familiar with local and regional municipal design requirements and engineering standards. Our proposed inspection team includes WABO certified senior special inspectors with decades of collective experience and together have worked on thousands of projects throughout the Northwest totaling over $4 Billion in construction costs. In order to provide cost reductions and more efficiency to your project, and to reduce our global footprint, MTC provides the advantage of electronic reporting, distribution, and storage of all the inspection reports produced for your project(s) through our secure, online system called the Digital Paper Route (DPR). The DPR is an onlinc report distribution and project management tool which not only enables full-time, web-based access to all of our testing and inspection reports, but also provides daily updates of the project budget allowing our clients to review both overall contract amounts and "drill down" within a project to further evaluate specific inspection or lab tasks. The DPR service is provided free of charge to all our clients and their appointed project team. Additional information and further illustration of this service is Included in this proposal. (n closing, our experienced inspection staff will ensure the highest level of quality is brought to your project. We believe that our local staff and vast experience on projecls of similar size and scope make MTC the clear team member of choice for this project. We look forward to working with you. Respectfully Submitted, < , ' () ll, (( ' I il . Raymond McNamara Director of Operations (.160) 755-1990 Attachment(s): Bid Form, Bid Assumptions, Exhibit B --Limited Fee Schedule, DPR Intro CorporRlr • 777 Chr~·sler Urh·e • llllrli11gton, WA 9t!233 • Phone 360.755.1990 • bu 360.755.1980 SW Region• 2118 Black Lake 13lvd. S_W • Olympia, WA 98512 • Phone 360 534.9777 • Fax ](i0.534.9779 NW H:rgion • 805 Duponl St. Suite 5 • Belling.llam, WA 98226 • Phone 360 647.6061 • Fax 360.647.8111 l<.itsa1> Rc,!!,ion • 5451 NW Newberry Hill RoaJ, Suite IOI• Sitverdo.k, WA 98383 • Phone/Fax 360.698.6787 Visit our website: _l_l Materials 'l'csting & c:onsulting, Inc. c:l'n1cch11ical Engineering & Cunsullin~ • Matt'rials Tcsti11g • S11crinl l11,11tciion • l::11i·ironml'nhd Co11s.iltir1g Project Name -Coulon Park Concrete Tile Rehabilitation, Phase 2 Project Location -Gene Coulon Park, 1201 Lake Washington Blvd N, Renton, WA Bid Form Estimate for Services Prepared: April 7, 2014 based on Sheets A-2, A-3, A-4 and A-5 dated February 2014 ------' @' Earth\\ ork & Soils -/If( (11d111{ l /\Iii// 1111pnliUJ/I /1/llkar dr:m,11 lt!\/1//g 1111d 1d,112d \\ Ill k ,rll tl\\Ol/.ll~d labui ,1tm·1 1..:11tt1'i{ hlhlll IS ba1cd OIi I II SlJUT 1.:1m1g p10/01..o/l 1mi't:t~ v1/ic11111<' 1pu1/ied 111 p10Jt:U cku:11me11ts Inspection & Laboratory Testing Services Visits Site Subgrade Compaction & Sample Retrieval 3 Moisture Density Relationship/ Proctor with Sieve Sand Equivalent -Incl. Asphalt fine Aggregate Inspection & Laboratory Testing Services Visits Cement Concrete Paving -Northern Area -I Day l Cement Concrete Paving -Southern Area -4 Days 4 Sample Retrieval s Concrete Compression Test Cylinders -Sets of 5 Units Quantity Rate Hours 15 $ 48.00 Each 2 $ 225.00 Each 2 $ 80.00 Subtotal -Earthwork & Soils: Units Quantity Rate Hours 8 $ 48.00 I lours 32 $ 48.00 Hours 5 $ 48.00 Each 25 $ 18.00 Subtotal -Reinforced Concrete: $ $ $ $ $ $ $ $ $ Cost 720.00 450.00 160.00 1,330.00 Cost 384.00 1,536.00 240.00 450.00 2,610.00 0 Su. ortSenices-~--------~ -------------·-1 Service Project Management Digital Report Production & Oistribution Trip Charge (Based on Round Trip Mileage) Visits Units Quantity Rate Hours 4 $ 75.00 $ Hours O No Charge Trips 13 $ 20.00 $ Subtotal -Support Services: $ Cost 300.00 260.00 560.00 Budget Estimate for Sen ices -Total: S 4,500.00 Corporate 777 Chr.rsh•r Urive· H11rli11gtori, WA 98233 · Plume 360.755.1990 · f;L\ Jfifl.755.1~80 SW lle~ion 1118 Black Lake B!vcl SW_· Olympia, WA 9R512 · Phone J60 534 9777 · hn, 360.534.9779 NW Re~inn S05 Dupont St_ Su11c 5 · Bdlmgham, WA 98115 · Phone 360.64 7 6061 · F.i:x 360 647 811 l l~ih11.p Rt~ioi1 5451 N W >lc\1h..:rry Hill Road_ Suite 10 I · S1lverdal~, WA 9838.3 · Phone/Fax 360 6911 6787 ~ .. ~.!!.~,!~,!.~ c:!.~~.~-~!,~Jt.~ • ~~?.,!~.~.~ !!.!~.~.; c!,~,~ • Project Name -Coulon Park Concrete Tile Rehabilitation, Phase 2 Project Location -Gene Coulon Park, 1201 Lake Washington Blvd N, Renton, WA Estimate Assumptions & Service Agreement -Page l of 3 Estimate Assumptions I) The Bid Form Estimate for Services (when applicable), incorporated herein by re/erence, is provided for Clients use to determine and/or approximate the cost for MTC's services; lhe document SHALL NOT guarantee a maximum. or not-to exceed (NTE) cost for MTC's services. 2) The quantities detailed on the Bid Form Estimate for Services are estimated and compiled from documents provided by Client, which may include project plans, specifications, construction schedules, and other information made available by Client to MTC at the time of proposal preparation. Scheduling, performance. production, and changes are under the sole direction and control of Client or their designec; therefore ill])'._ additions or alterations will be considered in excess of the Budget Estimate Proposal. The total price does not include re-inspections or additional inspection required due to negative or deficient conditions requiring correction, standby time, show-up time. same-day request for inspection time, overtime or double-time charges. 3) Estimate Basis & Assumptions i) This proposal was prepared using sheets A-2, A-3, A-4 and A-5, dated February 2014. ii) MTC proposes to provide subgrade inspection on approximately 1,546 square Feet of rehabilitated subgrade in the North work-area and 9,732 square feet in the South work area, and will provide up to three()) subgrade compaction inspections and allow up to five (5) days for sampling of cement concrete pavement for up to 2,580 square teet in the Notth and 17,780 squafe feet in the South work~ areas, respectively. General Terms & Conditions I) Materials Testing & Consulting, Inc. (MTC) will provide professional services to Client, as defined by the scope of work, with that degree of care and skill ordinarily exercised under similar circumstances by members of MTC\ profession. This representation is in lieu of any warranties or other representations, either expressed or implied. If conditions differ from what was reported by MTC during inspection, the Client shall immediately contact MTC to make MTC aware of the changes, and authorize further and appropriate evaluation. It is also understood and agreed lo that statements made in MTC reports are independent opinions, based on professional judgment, and should not be construed to be conclusive representations of fact. 2) Invoices are due and payable upon receipt. Any invoice not paid within thirty (30) days of the date rendered may be assessed a finance charge of one and one-half ( l Yi%) percent per month, for each month beyond thirty (30) days past due. Invoices not paid within sixty (60) days of the date rendered may result in MTC stopping work until such invoices are paid in full. Invoices not paid within ninety (90) days of the date rendered may be referred to an independent company for collection. Client will be responsible for all expenses incurred by MTC for the collection of any unpaid invoice(s), including collection fees, actual attorneys1 fees, and costs for legal counsel. Furthennore, Client acknowledges that MTC may elect to withhold a Fina[ Letter of Compliance for the project, and/or place a lien on any real property until all outstanding invoices and/or fees have been paid in full. 3) Indemnification of Client Subject to the provisions and limitations of this Agreement, MTC agrees to indemnify and hold harmless Client, its shareholders, officers, direclors, employees, and agents from and against any and all claims, suits, liabilities. damages, expenses (including without limitation reasonable attorney's fees and costs of defense), or other losses (collectively ·'Losses") to the extent caused by MTC's negligent performance of its Services under this Agreement. 4) Indemnification of MTC: Client will indemnify and hold harmless MTC, its otlicers, employees, agents and subcontractors from and against any and all Losses to the extent caused by the negligence of Client, its employees, agents and contractors. In addition, except to the extent caused by MTC's sole negligence, Client expressly agrees to defend, indemnify and hold harmless Engineer Entities from and against any and all Losses arising from or related to damages resulting from the activities of Client, its employees, agents and contractors. 5) MTC carries in-excess of the standard insurance required by law in the State of Washington. If Client requires additiomil insurance, the Client agrees to pay any additional fees incurred by MTC to fulfill Clients request for such insurance. 6) Unless otherwise stated in writing, Client assumes sole responsibility for dctcm1ining the quantity and nature of required work, and that it is adequate for its intended purpose. Client shall communicate these general conditions to each third~party to whom Client conveys any part uf MTC's work. MTC shall have no obligation greater than that set forth in MTC's proposal to any of Client's third parties. Client shall cause all tests and inspection of the site, materials, and work performed by MTC or others, to be timely and properly performed, in accordance with project plans, specifications. contract documents. and Design Professionals' recommendations. 7) MTC-s work shall not include determining. supervising. or implementing the means. methods. techniques. sequences. or procedures of construction. MTC s.ha!I not be responsible for evaluating. repmting, or affec1ing job conditions concerning health. sufety, or welfare. MTCs Corpornle • 777 f:hq,slu DriH • Hurli11gton, WA 98233 • Phont' 360.755.1990 • Fu 3(,0.755.1980 S\V Rtgion • 2! 18 Illad, Lake Ulvd SW.• Olympia, W/\ 98512 • Phone 3(,0 :534.9777 • Fax 360.534.9779 N\V Rtr.=ion • 805 Dupont SL Suite 5 • Uclli11gham, WA 98225 • Phone 360.647.6061 • Fax J60 647.8111 Kihap Rrgiun • 5451 N.W. Newberry llill Ro.id, Suite IOI• Silverdale, WA 98383 • Phone/Fax 360.698 6787 !Vlaterials 'festing & ('.onsulting, Inc. Geotet"hr1ical E11ginecrir1g & Consulting• Spedal Inspection• Materials Tcsti11g • Em•ironmental Consulting Project Name -Coulon Park Concrete Tile Rehabilitation, Phase 2 Project Location -Gene Coulon Park, 1201 Lake Washington Blvd N, Renton, WA Estimate Assumptious & Service Agreement -Page 2 of 3 work, or failure to perform same. shall not in a11y way excuse the cnnlractor(s), .subcontractor(s), and/or supplier(s) from performauce of Lhcir work in accordance with the contract documents. R) MTC will not provide any manner of recommended solution or 'fix' for any site conditions or installed ,vork that differ from project documents. In sudi instances. MTCs field report outlining the deviation from projccl document::; ,viii be provided to the Contractor and / or Client for clarification from the appropriate design professional. 9) MTC does not employ any type of craftspeople. tradesmen, mechanics or laborers. mid has proposed a scope limited to Quality Control / Quality Assurance testing and inspection. MTC excludes all services pertaining to direct construction, reconstmction, maintenance or repair. As such_ MTC a:.surnes itself exempt from prevailing wage requirements and filings described in RCW 39.12. Minimums, Overtime & Travel Charges I) Field inspection services are su~jcct to a four (4) hour minimum charge per call, ,vith services in excess of four (4) hours subject to half hour increments. Professional services are subject to a two (2) hour minimum for ·'in -house" work, and a four (4) minimum for field work. 2) Sample pickup services are subject to a one (I) hour minimum charge, (or actual duration IOr projects in exr..:ess of 50 miles from an MTC location). Services scheduled same-day will be charged at the rate listed on MTL'"s fee schedule. 3) A premium rate of one and one-half ( I 1,1:) times the regular rate will be charged for all work in excess of eight (8) hours per day, fol' night work (work prior lo 6:00AM, and aner 6:00PM). and for Saturday work. Sundays and legal holidays will be charged at two (2) times the regular rate. 4) A show·up or cancellation without four (4) hours notice is subject to a four (4) hour minimum charge plus applicable mileage and travel. Remote jobs shall incur additional charges for subsistence, and will be billed to the Client at cost plus 15%; the minimum per diem rate for subsistence is $100.00. Travel charges for site visits will be charged as quoted on the Bid Form Estimate for Services. Geoteclmica/, Civil & Eartltwork Inspection & Testing l) Unless specifically noted otherwise, proposed qllantities for earthwork are limited to compaction testing and U!jsociuted laboratory acceptance testing only, and do not constitute a proposal to provide geotechnical engineering or consulting services_ nor are these services intended to relieve the Oeotechnical Engineer of Record from Construction Observation and Design Administration services. 2) As stated elsewhere in this tlocumenl, MTC does not propose to provide any manner of recommendation or guidance for issues and problems arising in earthwork construction. All non-conforming v.:ork and differing site conditions will be referred to the Gcotcchnical Engineer of Record for resolution, Upon Client request, MTC will assume the role of Geotechnical Engineer of Record based on the following procedure: a) A Professional Engineer will conduct a review of the project Geotechnical Report, and will issue a letter that either concurs or deviates from the conclusions drawn in the original report. b) Additional field exploration and testing may be required in order to resolve underlying questions if MTC does not agree with the conclusions and recommendations of the original soils report. c) All time and materials related to the review of the original soils reporl antl subsequent investigation and testing will be billed at the unit rates quoted in Exhibit A -ree Schedule. 3) Unless otherwise noted. MTC assumes li.mling and slab subgrade suitability will be determined by dctennining density of structural fill or re- compacted native mntcrials, and/ or proof-roll \Vitnessed by MTC personnel. 4) Laboratory testing for soil, aggregate and asphalt ..1rc quoted using WSDOT acceptance requirements and Lesling frequencies, unless otherwise noted or specified: refer to WSDOT Construction Manual. Unless otherwise agreed, MTC assumes coring for asphalt aml/or concrete specimen collection shall be completed by the Contractor. 5) Most soil. aggrtgate and asphalt tests are complete within 48 hours of delivery to MTC's laboratory. Additional charges '"'ill appl)' 1(1r rush results. Unless other arrangements arc made. all samples will be disposed of (.10) days atler MTC's receipt of material. Rein[<>rced & Site Concrete 1) MTC ussumes that all precast cunucte shall be fabricated by a PCl-apprnved fabricator, nr ·State-Stamped' as approprinle. and precast concrete sampling vvil! nol be required. 2) Concrete te:;ting for sidewalk and footp11th construction is assumed to fall outside of testing requircmenls. If testing is required. it will he considered an ::iddiiion to project scope and hours be billed al lhc ralt.: quoted fix Reinforced Concrete and test cylinders at the ra1e quoted for Concrete Test Cylinders. Coq1oratc • 777 Chr~·slcr Dri,,c • Uurlin~lon, W,\ 9813.l • Plionr 360.7.55.1990 • 1•1u 360,755.1980 S\V Rrgion • 2118 Rlack Lnkc !1lvd SW• Olympia, WI\ 9~'il1 • Phone .'160 534 9777 • Fax 360.534_<}779 NW Region• 805 Dupont St. Suite 5 • lkll111g.ham W.A. ')f{22S • Phunc .160 (1"17 6061 • Fax J60 647.8111 Kit,1,ap Rrgio11 • 5451 NW Nnl'bcrry l!ill l{uad. Suite 101 •Silverdale.WA 98.)8] • Phcinc/Fax 360 698 ()78'1 Visit our wdis!le IY,!,~.!!1:~;!~;~g~ :.!~~.~-~!'~'~'"~ • S:2!},~.!! !!!.~g;, c!,~;~· Project Name -Coulon Park Concrete Tile Rehabilitation, Phase 2 Project Location -Gene Coulon Park, 1201 Lake Washington Blvd N, Renton, WA Estimate Assumptions & Service Agreement -Page 3 of 3 3) An additional inspection trip for reinforcement has been quoted when the characteristics of Lhe member are such that inspection of reinforcing steel cannot be achieved within the forms. Examples include CIP walls and columns greater than 3 teet in height or elevated slabs wilh more than one mat of reinforcement. 4) Concrete test cylinders are quoted in sets of five (5), with a set to he prepared for the greatest of one set per pour, one set per 150 cubic yards, or 5,000 square feet of member area. MTC shall (liscard te.st cylinders immediately after they arc broken, except failing test specimens will be retained for thirty (30) days. Upon client request, failing test specimens may be retained for additional time. Proiect Management I) Project management charges reflect the background work required to initiate ,md manage the testing and inspection program required for the project. Such tasks included in project management include the labor required to manage report distribution, as well as for ongoing report and budget review, project meetings and generation of the final inspection report upon closeout. Typically, one (I) hour per sixteen (16) field hours are required, though few projects require less than four (4) hours of Project Management due to set-up and close-out requirements. Agreement Materials Testing & Consulting thanks you for this opportunity. Every effrn1 has been made to ensure that this proposal is consistent with the requirements set forth by the design documents. proposal request and applicable building code. Additionally, where construction schedules are unavailable or incomplete, we have attempted to employ a logical conceptualization for the construction sequence for estimating site visits, inspection durations and required sample quantities. Actual quantities will val)' based upon actual construction sequence. The undersigned accepts this bid proposal and the exclusions and assumptions therein, and agrees to retain Material Testing & Consulting, Inc. for the scope of services outlined in this proposal. For: Materials Testing & Consulting, Inc. For: Client Authorized Rep., Printed Name & Title Authorized Rep._ Printed Name & Title Name of Company Signature & Dale C'orporatt • 777 Chq•slcr Orin• IJurlillJ!fOll, WA 98233 • Pho11~ 360.755.1990 • J<';ix .360.755.1980 SW Re1?;io11 • 2118 nlai,:k Lake Blvd SW• Olympi<1. WA 98512 • Phone 360.534.9777 • Fax 360.534.9779 NW lhgio11 • 805 Dupont St. Suilc 5 • Bellingham, WI\ 9822) • Phone 360.647 6061 • Fax 360.647 8111 Kits.ip lhgion • 5451 N.W Newberry Iii][ Road, Suite IOI• SilvnJalc, WA 9838] • Phone/Fax 360.698.6787 Visit our W\.'b~1te il'h Ill, 11l \ Malerials T1·sting 8.: Co11sul1ing, Inc. Projl'('I Name -Coulon Park Concrete Tilr Hetmbilitation, Ph~S<' 2 Projt'Ct Lornlion -Gene C'oulon Park, 1201 Luke Wnshington Bh•d N, Rc11tn11, WA Exhibit B -Limited Ftt Sd1t'd uk (fo1· ~ complele li,t of availuble .,ervi«, pl~n,.. coo>1ae1 Y"H MTL project managed l'rcparl'd: April 7, 2014 Spo:<.:1al lnspcc1or !II CESCL Field Services CESCL -Mana ement Corin Services In-held lnfillratwn Pachometer / Rebar Locate Sclmmll HH1nmer Professional F.n ,rnecr Staff En •ineer Oeotechnical Con:sulhn ConstmctJOn Ma11ager I CQM A, Auerber L1m1ts Plaslici Index) -3 omL~ Concrete Fle~ural Beams Core Com ess10n Test Durabilit Index I !)e radation Value Fire roofin , Cohesion/ Adhesion Test~ Fire roofin Densit Tesl Fla~'Elon ted PMtides Fracture rerc,nta e Grout Corn rtssive Streu •th Test Grout Com re5Sive Stren th Test -2x2 Cube H drometer Anal sis with Sieve Anal sis LA Abrasiun Marsliftll S1ubili1 · &. Flow, 3 s c1mens Mason Prism Com ression Tes! Mason Ur111 Tutm Moisture [>Im~,, Rela!iunshi roctor with Sieve Mo1s1ure ~ns11 Relationsh, 'Procto, wtthout Sieve Mo1s1ure Emis~wn Test Kit MortorCom ri:ss1v.: Stren th Natural Moisture C'o11te111 D nae 1111 ,uril1es Relmivc Ht1m"htv T~s1 Prob-es Rice Densit • Snod E u1valenl Rci11frncc,I Concrclc. Pres("ss.:d Concrcic. Sholcrctc. Struclural Maromv. Spra, ,\pphcd Fire R~sisti, c .\fa1crials. Prop,ic1~,-,, Anchor,; Mni,1nrc Vapor Enmsion. Rd~wc llu1111d,1_, Stru<lurol Stoel & Wdd1ni:-fhgh Strcns1h Bolling. Lotcrol \Vood. (old Form A IVS 1crlificd Wdrlinc Inspector. Fiber Reinforced Pohn>cr (FRP} A IVS C~nillC<i Wcldu1i; lns111:ctor. lJllrnsome Testing (Un /,.fogncuc Particle Tesling (MT! S,te Turh,dll) and/or pH Moniloring Rcpo<tmg. Consultmg & Progam Managon,cnl .\.sphall & (on.rel< Cortng (c~II for s11.e a, mlab,li\~) PIT .. Pcrcol,lion 1osts In Sllu rcinforccrnent lncntK>n rn silu concrete s1,cnglh mcasuremc111 Profc,s.onal (n,11 (;cotcd111icol Enginccrmg &: Cor,sulllnC engineering .'>uppor1 Bcarins C~p.1eity. Shorn,g &: Pih ln.iollahon. Visu,11 Soils NAVFA( Construction Qu~ht,. Man~~r. R~mli:m Engineer I Inspector Mce1mg,. Re ,1 Rcuc». Finni LcUer D3549 D43!R 01,CJ<) C31, CJ9 C78 C42 WSDOTTI I] E7J6 E6D5 D479! D582l CID19 (109 D422 Cl31 C535 Dt.926, 06927 CIJ 14 Cl4D D698. Dl557 D698,DJS57 F1869 D221ti C40 1'2170 D2041 0241() ("lt',04 Cl36. Cl 17 Dvrun,ic Cone re'°""lromctl'r E 111 11c111 ('l,nr •c ~Dc•e·"e"c"ci•o<e•c•"="'~""-"''°C"~""-"<.'c-----------!"''°'''"-'<''c'i"e"°'" S.:'nsun,abk r,1mpment Nuclear V1:ns1:v Gaug~ R~nt,,I l:qrnpm<nl {"],org,· -A, Qm~cd Hour 48_0() Hw, 58.00 Hour 6300 Hom 75 00 Hour 48 00 Hour 75 00 Hour 75 00 Hour 85.00 Hour 8) (]() Hour 85.00 Hour $ !JS 00 Hoo, s 65 00 !lour s 95 00 Hour ' 80.00 ' 75 00 Each 40.00 E11ch 225.00 Each 30.00 Each $ 15000 Each 18.00 Each 20 00 Each 4HKl Each 18 00 Eich $ 17500 Each $ JOOO Each $ 60.00 Each $ 7S.OO Each 5000 Each 20.00 f,ach ~ :w.oo Eiach $ 150.00 Each 200 00 Each $ 300.00 Each l{Jl){IO Each 55 00 Each $ 225.00 Each $ 17500 Each 2000 Ulch 18.00 Each JSOO Each 6000 Each 75 00 Each 8000 Eac0h+-'--"IJ050.00"-l End1 95 00 <."ust·< 15% Inch .< so D~dy 2000 Each 5 1000 Each $ 2500 Tur\~d,tv ~-l_rtl'r ---------------fC'c'ce'P"c'c'"c'e.'hc•aSe.'--=~~-~~~ ------------+.c~'L-h M1lcag<'. Pm1,l 10 p.,,1.,1. N~arcs\ 1',,!T(' Loca1inn ",1 Q,,01cd D.iilv $ 1000 M,k ' OoO Cn<pur.,c, 777 Chr~sler Dri,t BurliMglm1. WA 982JJ l'hon,, J60.i5~.l ?'JO· }n J(,0. 7~5.19&0 SW R~gion 21 IX Black I .ak nl1el SW· Ol~,,,pi, WA no 12 Phoa>.: 36•)5.1~ ~777 · F.,~ 1rAI s::.1 'llN .'>:W lkgio11 ~IJi Du1iont S,. S1111c .i lkll111gl1a111 \\',\ %ni · Phon,: 3/Jl ~471'1W,I · ra, ,;hf,J,H I 11 l Ki,,.,p Keg,011 ',,J.;J t.. W l\rnl"'") ll,Ji Ro:d ~"'''' 1111 · S1/lml.1lc. WA%>~.;· Piu>n<.'F:" <1~01,n i.l~i Digital Paper Route (DPR) and Quality Management Materials Testing & Consulting provides a powerful web-based communication tool for your project called the Digital Paper Route (DPR). The DPR is the most effective report distribution and cost I budget tracking system of any Puget Sound testing agency in terms of efficiency, access to important testing reports and documentation, as well as testing costs and budget. No other Pur:et Sound firm has this capabilitv. The DPR simultaneously sends electronic copies of MTC reports to all designated members of the project team (i.e. owners, construction managers, architect, building department, engineer, contractors, sub-contractors, etc.), and provides real time cost management. Because DPR is web-based, you have full-time access to all testing and inspection reports from any location with an internet connection. DPR is not only an efficient way to get your important reports in a timely manner, it is also a powerful project management tool as reports can be sorted, tracked and filtered by date, report # or report type. Without having to wade through a cumbersome paper file, you can immediately find the report you are looking for. As you can see in the screen shot below, you can trnck deficiencies, retesls, RFJ's and other critical aspects of a project. Pop-up notes that are added to icons for each report also help track critical issues. The system is secure and offers unmatched organization of important project documents and budgets. MATERIALS TESTING & CONSULTING l'IIDJECT.S View Project~ Account 11110 ChMQII P•HWOnl Projed ~ For T@st Pro.,J.<d;::.~Pni:"'::.:"':'~'~'~"~'~'------:::-:--:::-, ~ ......, -Sort reports by number, type and date! i!u4Qet Oa:1 Lut !Wrathed a,;5/~:"9 zo,n,11 J1e1 Download PDF files @ "%: "I; 't ~ " ! "%: "%: '!: -~ ! '!, " ! •· d::.: ! ... "%: ! ! ! .... - .......... a..wu 04/0l.110-07 1810~ C1!0JJlll05 0611l'2001 L2J.ln O!t'09/:200S °'"' 07/C')/l~IU E1~d8 06,'07/201)4 ""' 05/0lllO~ f05l4C4A Ol/W201M """ 01/24/lOIM ""° 12/lf/2003 E1le ll/Otr2003 C1174 :1/otllOOl U74 t1!07/2DOl C15l4 UJe?/200-l CtS?O !l/06/2003 1'7142 lUOf.11003 m., !Q/ll!.21lC3 CL«: 10/11/2003 Ci441 l0/2l/20Cl CL23l 10/ll/1003 C1231 10/05.'2003 c12~0 09.'0S/2003 AL:.4? 0"1w2:c1 0:246 Ol/ll!!2·J0l A114S CSi:t:2".03 !)..10~5 ....,__ l'ield R.llPOn:: R.oofa,~ l~ti,fetion ~I.ire Field' R.llport, CG!Wtte IPO-S01 C01t1p.9aion ''"' r;.1d Re,ion: Wr..1 f141d R.C&le:'!: ~ ... 1 st1tl, f,1b lho~ ffllli:I ~: 5tru;tulll S!QI, ,e thoJ field ~ort: Strvavrll 5:ffl, Pab tt,o, -C001prfffio)n Tett, COIIC'liite COl1'IP(tl,fien iffl COnCl'l!III! Com~r•u11m To1.11: ccn,;ret.1 ComJl-ion Telt: COtlO'cu l'itld R.ai,on: \•met ~Id ~:'!: !\6teel l'itld R.epon: COfm•:e --- ; { { { { { { { Track deficiencies, reinspections, RFI's, { and standby time { { Cilmp•1!:HIOII T~C='~""'=-'""=------::::_..-~=----------_..JC.... _________ , Compreuio,, f.l Fi.id~1por1, Compreuian T IPO·Asph.tlc lPD·~pl'a!tCc IPO•A9PhaltC !Pi>S<lll Comp ViPw Projects Projecb ....... Budget Details Budoe~ Detail For: Test Project Project No: 098998 Tol,111 Amount Spent: so.oo Total Amount Budgeted: so.oo Total Percent Spent: 0% Corporate• 777 Chrysler Orin• Burli11gto11, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 SW H.e~ion • 2118 Black Lake Blvd S.W.• Olympia, WA 98512 • Phone 360.534 9777 • Fax 360 534.9779 NW Region• 805 Duront Street, Su1le 5 • Acllingham, WA 98225 • Phone 360.647.6061 • Fax 360.647 81 l I Kitsap Region~ 5451 NW. Newbe11v Hill l{oad. Suite IOI Silverdale, WA 98JKJ • Phonc/hix 360.698.6787 Visi1 our wchs1tc n·._1,:_-11··, · '° I lvlaterials 'fcsting & Consulting, Inc. (;coll'rlrnirnl £11gineeri11g & Co11sulli11~ • .Spcd:11 lnspet·tion • Materials Tesfo1g • E1ffiro11menlal Consulli11g MTC provides outstanding project management accelerated by Webform reporting! MTCs industty leading Digital Paper Route is now powered by YVe~form l?eports generated on mobile devices to truly accelerate report delivery. Before the inspector leaves your project site, all memhers of the project team will have a repo1t of the work performed, ready to view. Since 2005, with over 3,500 projects, over 6,000 users, and over half-a-million repo1ts successfully delivered, no other film matches MTC's track record of efficient and convenient online project management. Tracking and sorting critical project information just took a major step forward with MTC's mobile Webform reporting. Budget, Query Conh1,;b Query Projects Query Reports Qul!ry -Retlltl Laft Rpt Query Hanage U1ers Chang!!! Your Pastword Budget Data La~t Refreshed J/28/2012 6:0J:07 PM !1illlrHJI: fJr,:,jr.:~.L - MATERIALS TESTING & CONSULTING Project Aeporh 1e,ort DetaU1 ~ e 1,1 PMaib Project RfPOl'U For: l.ilk('-wood Tri•Htgle Access -15oth Slrr>et Overuos.sing Project No: 11 B054 -Au lwll lllllw1lwll -hmlL ---i.11 -! ---klllll<fl<lm¥111r······· ······-· ·----··-··-··-........ ·-- ~Id Report: ,1' ~ 0J/27/2012f45119 Aeinforci119 ~ Draft -Steel ! -1-:: OJ/27/2012 0300SS IPO·SoiJ. A Otaft .!l '-Compact,Gn " Field Report: ,i-: 03/24/2012 F45105 Reinfol'OIIG ~ A!llk'l)'ltd I f --lff L; Ol/24/2012 D30047 ~n ti """ l_/ "': 03/20/2a12 030042 1PD-So,I. ti Approvtd -I . .... _, ___ ,_ ,_ 011t1paction ....... ~._,.._, ___ ~~ ....... ·-·-· -· i ""!: 03/16/2012 030031 :,-~ ti Appnived -I ..... ___ "~--~ -'" .. 1"":-03/16/2012 812 • L>b<>coto,y ti -I Report: --235 AQofeg.stes 1 j •_ 03/14/2012 030032 IPO·Soil ti Dnlft -I --~mpactian . J -(13109/1012 030024 [PO·Soil ti Aooroved -I l., -· Compactio!'I '~"'" ·-~,,., .. ~ Compression ti -I ! ,{ ~ 03/09/2012 C30046 Te,t: Approytd =~· ~! ~ 02/29/201216236 JPD·So,I (i ,( Comp;,dion / ~02/29/201216237 ]PO-Soil ti ,( tc, C01t1P6di<i~ lPD·So1I MTC delivers the information you need to any desktop or mobile device, when you need it. Coq)l}ntle • 777 ChrJslcr Uri\'e • 8urli11glo11, WA 98233 • Phone 360.7S.S.1990 • F:n 360.7.SS.1980 SW Rq~ion • 2118 Black Lake Hlvd S.W.• Olympia, \.VA 98512 • Phone 360 534.9777 • Fax J60 534.9779 NW Rr-~io11 • 805 Dupont Street. Suite 5 • lkll1ngham. WA 9822'.) • Pho11t• 360.647.6061 • F.n, 360.647.8111 Kihap R("~ion • 5451 N.W Nn1-bcr1y 11111 Road, Suite !Ill• Silverdale. WA 98;8J • l-'honc/h1x 360.69<'\.67&"! Visit our \\Cbs11c MTC eliminates budget surprises with the Digital Paper Route!! From initial project planning through completion, you can track MTC's budget on line with the Digital Paper Route. From any web browser, you can precisely monitor our value delivery and perfonnance with complete and up to date project costs and budget information. With the DPR there are never any surprises about where your budget stands; our system provides complete transparency via "drill downs" of each budget item and real time review of current standings at task specific levels. Additionally, this information assists in tracking the efficiency by which your contractor utilizes our services by providing a detailed list of non-conforming and re-inspection items along with late cancellations, same day requests. for inspection, and stand-by time. " "···••~J.cb lllulk Upload R[POIHlNG lkulgets Query Cont•cl11 Q-,y Project• Qulltr'V Reports Que,..,. j --~· ~ Rpt (Ivery ProJert M.anao.,.. "•nage Usen; Ch•no• Your P•••word Budget Dat11 Ls~t R.efre5hed 3/28/2012 6:03:07 PM l3) • 4 CQ.lT -- MATERIALS TESTING & CONSULTING -P:r:oLeq Otreile fmtosc c:eorem Pr:eic:S 8ceMe MpcNt o.t.n. lldk lled#t! Budget oet Project No1 12WO 11 ~~,w~-·~itl~ ,, ""~ ' i f ~ ~ ....,_ I'• "'---°" M, ~iillk'riliwlli.,~n wr, t.,,t L~-;_, l' ,_........, ..._ ............ COHC ~ CoMpreMton T .. Oylindffll ...... :SH0.00 03SPEClNSP ........ uteral rtamino 1~ o.oo 360,DO 11NDTANOUT ""' Nondal:rucdv• TNtino 0,00 720.00 ,OPOOJMOMT PM fll"oje« "-M981Mnt ISJ.7,SO 1100.00 021.ABORAT1 PROC Moature-Oerwty blotioNhip ....... 0.00 ·-, 039PecJ.NSP ""°"ANC Po'o~ry Anchor l~icl" .... ...... 03SNC1NSP ..... flabricatian !!lhap lrwpactlon o.oo 1080.00 0351Pl!CINSP ff f'loo, ~LotWI_T_ 0.00 1oao.oo 01!ARTtfWOR '""" Soila Comp&Ction Tutino s.rviaNo 514115.00 o.oo ... ...,,.... RC Retntan:.d Concnlta lnap, • Cyl, 810.00 9480,00 ....... 03S~ClNSP RM Stnlctl,r .. ~ 1nap ... Cyl. 0.00 720,00 -· 035P~INSP RS ~l"eil\O S-1 fMpeetiol\ 190.00 0.00 02i.A&ORAT1 RUSHo>ROC Mvitture Density Ratatlonehip -l.A& ....... 0.00 RUSH 02LA&OAAT1 RUSHSE Sand e..tuiv•m • LAS RUSH 225.00 o.oo OleAftTHWOR SAM,U Sample Pickup/ Oea;.,,otry 190,00 ... , OU!ARTHWOA. soc, Same-Olly Request far lnsp. Charge 100,00 0.00 OlSPECtNSit, .. Structural Steel Inspection o.oo 3240,00 OleAflTHWOR. vs, Vitlvol Soil l1111pection l6D.OO o.oa Tctt;a,I Amount Speot: $10.277.!>0 Total Aonounl 8udueted: $18,H:,o.oo T-•I Perce"1 Spent, !>7% Daily updates to your project's budget! Quick summary of total, estimated and overall budget! Corporate• 777 Ch1·Jsler Drive• B11l'lin~to11, WA 9823.3 • Phone 360.755.1990 • F11x 360.755.1980 SW Re~ion • 2118 Black Lake 81\'d S.W • Olympia. W/1. 9851?. • Phone 360 534 9777 • Fax 360.534.9779 NW Rt'gion w 805 Dupont Street, Suite 5 • Bdlingham, WA 98225 • Phone 360.647 6061 • Fax 360 647.8111 Kitsap l-trgio11 • 5451 NW Newberry Hill Roa<l_ Suitt· 101 • Silvcrcl,ilc, W/1. 98383 • Phone/Fax 360.69.8.6787 Visit our wcb'SiLl· April 27, 2015 .Ms. Vanessa Dolbee, Current Planning Manager City of Renton Planning Di,~sion 1055 South Grady Way, 6<h Floor Renton, \X-'ashington 98057 RE: Shoreline Exemption Permit Application Dear Ms. Dolbee: PND No. 144075.01 On behalf of the City of Renton Parks Planning and Natural Resources Division, PND Engineers, Inc. has prepared the following Shoreline Exemption application for the proposed Gene Coulon Memorial Beach Park Concrete Tile Rehabilitation project. We have completed the application form (attached) and are providing all the supporting documentation required in the application. \\/e are requesting review and acceptance for this Shoreline Exemption as part of our project application. The following discussion follows the required elements of the Shoreline Exemption application. 1 Land Use Permit Master Application Form (attached) 2 Project Narrative The follov.ring project narrative has been prepared in accordance \vith item 2 of the application materials: Prqied name, size and location f!fsite Gene Coulon Memorial Beach Park Concrete Tile Rehabilitation 1100 Lake Washington Blvd N. Renton, WA 98056 Brie( description o(proposed work The project includes two large concrete tile hardscape areas within the park that have experienced differential movement over time at various locations, including near the entrances to the existing stnictures. The concrete tiles \Vithin the northern and southern tiled areas would be demolished in their entirety and replaced with cast-in-place concrete tiles, which is to be finished with a pattern to give the appearance of tiles. Existing subgrade material "\vould be excavated and top course material imported to develop a concrete struchlral section. The proposed concrete surfacing would be graded to use the existing surface/ storm drainage systems and construction/ control joints will be const1ucted to minimize differential settlement. Dowels will be installed between concrete panels to minimize differential settlement. Both in the northern and southern areas, ne\v concrete surfacing will be graded to provide ADA-compliant transitions beD.veen new concrete surfacing and existing pedestrian facilities. 1736 FOURTH AVENUES, SUITE A, SEATTLE, WASHINGTON 98134 I phone 206.624.1387 I fax, 206.624.1388 Page 2 April 27, 2015 Ms. Vanessa Dolbee Additionally, the existing irrigation system within the project limits is to be repaired and upgraded to provide an improved environment for proposed uecs. \V'ork shall include new irrigation lines to proposed tree locations, tree bubbler systems, and 4 inch diameter irrigation drains. No utility work apart from the irrigation system is to be to be completed for this project. The project consists of twu areas: • North project area is : 2,580 ft2 • South project area is: 17,780 ft2 The project impervious surface within these two project areas will be decreased by 220 sf with through installation of new larger landscape grates for drinking fountains and tree wells. BasisJOr the exemption request (.r~ference exemption categm;yfmmJirst par,e) • Normal maintenance or repair of existing structure or developments • Operation, maintenance, or construction related to irrigation Anticipated dates of work Work to be completed between July 13 and mid-September 2015 Other permits req_uiredJOr proposed pro;ect A SEPA exemption is being requested for the project A building permit will be obtained from the City of Renton by City project staff Cumnt and proposed tue ~(the site Gene Coulon 1viemorial Beach Park comprises an area of roughly 57 acres of land and water. Park features include a swimming beach, boat launch lanes, picnic shelters, playground, tennis courts, paved vehicle access and parking, t\VO restaurant structures, a fishing pier, marine floats for recreational vessels, over 1.5 miles of paved shoreline walking trails, and over 20,000 square feet of concrete tile surface hards cape. The t\vo hardscapc areas, which arc the focus of this project, are surfaced with 18-inch-square, 2 1/2 inch thick concrete tile pavers. The two areas measure approximately 17,780 square feet and 2,580 square feet. Spedal site.features (i.e. wetlands, water bodies. steep slopes) • Lake Washington is immediately adjacent to the project site. • The shoreline along Lake \X,'ashington is designated a regulated shoreline. Isolated pockets of regulated slopes consisting of moderate to steep grades were identified. The regulated slopes observed at the project site were most likely graded during the development of the park by the City of Renton. • No wetlands exist within the project boundaries. Statement addrming soil type and drainage ,vnditions • A review of available geologic information for the project vicinity included the "Geologic Map of King County, Washington" by f3ooth et al. (2007) and various other sources (Booth et al., 2002; Mullineaux, 1970; Yount et al 1983). Mapped surficial deposits in the immediate site vicinity include pre-Fraser deposits of sand, gravel, lacustrine silt, and sand \vith local peat layers and "modified land" or fill soils consisting of interbedded sand, gravel, and silt of indeterminate age Page 3 April 27, 2015 :;\fs. Vanessa Dolbee and origin. Also, mapped in the general area are alluvial deposits of moderately sorted gravel, sand, and sandy silt deposits, which "\VOuld be associated with present day and historical channels and floodplains of the nearby Cedar River. • Soils ,vithin the project areas encountered during the 2013 geotechnical investigation performed by PND Engineers consisted typically consisted of sand with gravel, overlaying silty sand with gravel. Total estima!ed constrnction cost and estimatedJC/ir market value of the tJrof)o.1·ed tJn!fect PND project cost estimate at 90% design level = $425,000 EJ'timated quantities and {y/Je of materials involved t(any fill or excavation is proposed • The north region will have approximately 108 cy of gravel material removed and 96 cy of new material imported to the site • The south region will have approximately 740 cy of gravel material removed and 660 cy of new material imported to the site ]\]umber, {)'Pe and size ofanv trees to be removed 17 deciduous trees to be removed, \vi.th trees ranging in size from 3 to 8 inches in diameter, with an average of 4 inches • 11 of the 17 trees arc located within the 100 ft ordinary high water mark (OH\v'lvl) • The project proposes a 1 to 1 tree replacement within 100 ft of the OHWM • 7 of the 9 new trees to be installed \vi.thin the southen1 project area will be located within 100 ft of the OHWM • Additionally, 4 new trees will be planted along the Coulon Park trail approximately 960 feet northwest of the southern project area (see attached Coulon Park Tree Replacement Figure). Distance from do.re.rt area ~(work to the Ordinar;y Hieh W/ater 1\1ark of the shoreline • North region is within 50 ft of the OH\v'M • South repair region is within 35 feet of the bulkhead = OHWlv! Nature o[the existing shoreline (.e.g. high bank. naturalize, riprap. bulkhead. ell: I • Timber an<l concrete bulkheads • Grade changes at the site are achieved with concrete and wood-lagging retaining \Valls of various heights including a 290-foot wall located along the shoreline of sou them hardscape area. A 170- foot wall to be located along the shoreline of northern hardscape area IUhe proposed Dfr!,iect exceeds a het~ht o[35~/eet above the average grade level, discuss the aQj)tvximate location q(and number o{residentia! unils, existing and potential, that will have an obstructed view Not applicable -No structure will be constructed above grade 3 Neighborhood Detail Map -attached 4 Waiver Form -attached 5 Site Plan -attached 6 Wetland Assessment -waiver form attached 7 Flood Hazard Data -waiver form attached 8 Habitat Data Report-waiver form attached 9 Standard Stream or Lake Study -waiver form attached Page 4 April 27, 2015 Ms. Vanessa Dolbee Please feel free to contact either of the undersigned if you have further questions or require clarification. We can be reached at (206) 624-1387, cwiest@pndengineers.com, or achartranJ@pnJcnginccrs.com. Thank you for your consideration and attention to this matter. Sincerely, PND Engineers, Inc. I Seattle Office Christopher 'X'iest) PE Project Manager and Senior Engineer Senior Environmental Scientist Cc: Todd Black, City of Renton Parks Planning and Natural Resources Division Leslie Belatch, City of Renton Parks Planning and Natural Resources Div~sion File Attachments; Land use master application form (1 original and 5 copies) Project narrative and other required elements of Shoreline Exemption (5 additional copies) Neighborhood Detail Map (5 copies) Waiver Form (5 Copies) Site Plans (5 Copies) 11 § i ~ le; i ~ ~ ~ w ~ I '" F lo !5 z ! ~ ......... _......----::::,,,-" 7 ~;~-~------ ~ o\ • \ \ \ ,, ' I I \ HYDR ' 0 " Y,. ....... ' t.l _;, 6 /0)16 ··- \ \ \ I \ \ \ ', ' I \~\ ~ ;:'.,\ (, .... -c- , (.. ! i' • • 1. ·~ I "T I • ! I 1', L--·. \ \ \ - r - 1, t I ' Iii ' '\ ':"""' '· Q • ns·1C' ~ \ -_, _) -. l ., " ~ c, . ' _.;, ::, ~.Js.·, ·i -. 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"'--~ ( o 1 5o .... 0~-,.!, ,.-. ~, l~)w~,I_. 18 8 3 '--,l__ l,!L 1,:, ;:....+ 1 ~ I I I . 0081) I I) l(~j 1w:u-,oc;'( ' i ,-,:-t-) / ~ I ·n . i.~ D47s 0}9o 0060 0~?-004c,00J -·,c o.1oooc,5ot§9'o"f--i. r:11 -:.-18,-,--c--~r--i P.:-!-A 1 · ·uu ... u 0040 00·100300L-,r,o, . I/ r \ \ -· 34so 1L'J..04q-00300020 \ 1r r oi~o c:, .... ·18.5.ft ~ '008 5 34[ 82 I ~ u, If', H }: l !... -~ 1.0 •D • t-Q(l86i ,:,419 0150 ,,, N24t·O 1_! 5osJ 3:18.lr-T'~-, n '. :-;-, 341~ do'oo'.51 o }oz;omJ El 'so'7 -'?~11. 15~ . _00450.1000-J 11s"tt oo,6_...,.., ,;44 /-;tr I I 41 L'480 ..........--c:.: ,-'--"' 34l4·4 0.0 5500 90 180 8 00./-5 '>' r I -' 0052-:;-1~ _3..::14_6 oo6ooos50130 \8014 ~"\_;9=-=? 3412[ ,5io§~}o135 ... }80~ 005fjl -·4t=!,l,;44(fi5'h7,:20,0,'\'t!:; 1•40 1 ,U-~·,518.t 3_4so,-3-3g 4 13ozm 004 5 !3 J0 d3.'k,g ~565256600li-o4--J1_ :].. \ ·1 I ..J LJ . I 1 · 00 "'J ·341)11 3•3652564256'3 1'7,69l7~ l ,! I. 3363 8i U 2~~\='_1 / ~ 3409_.4 c 2 3~50 ~ ~ 1~641'71c , ',::-:\ I --"· u·, .:...:...;:::.. , 9p2·23 41 o,,-;62 "'249 0.117; 1 6 v 1- . 11 I • ,-· • -56-l__l.) < I . I I 9055 .. . ~Yv~~~~ / ,,..::'' I I \) ~dV N..---, NEIGHBORHOOD DETAIL MAP ~ c-r-0.155. ~ _ 01162 O 160 012otnl5s0115 ~ I, ,,I) U I (i l fl-1·510151 1,-(' ~ /.:, U.U t.U I -' . I '11 111·1. fl O 100 200 400 600 FT ; ~ I w PND ENGINEERS. INC. IS NOT RESPONSlll.E FDR SAFEl'f """""" GENE COULON MEMORIAL BEACH PARK I ~ _ __ _ PROGRAMS, METHOOS OR PROCEDURES OF OPERATIO\I, OR lHE 1 I I ,rn1 ... wm1"".""·'·'"~1, CONSlRUCTION or ll!E DrnGN SHDIN ON THESE DRA.,NCS. 1 1 CONCRETE TILE REHABILITATION • DI nl Ill'"" Si:-rnt:, Wam•i;1:11n ~K'.J.i WHERE SPECFICATIONS ARE GENERAL Ct,: NOT CALLED OUT, 1 ~ Im 1>1:,c,,.,d'lfi-r,2t....rn1 ll£ SP£CIFICATl0NS SHALL CONFOOM TO STANDARDS OF 0 .· . INCIJSlRY. DRAWINGS ARE FDR USE ON THIS PRO.£CT ONLY I ' ' NEIGHBORHOOD DETAIL MAP '°3: ES G f ,N [,, r. J{ S ( NC T <(.~ ~-i.i-6:2'6-1:~1111 AND AR£ NOT INTENDED F"OR REUS£ WITHOUT r.RITIEN I [ I I O" ' r:i~1ll£1!£1 1.1<:cn;.o:intt:rrnr.i APPROVAL FRCM PND. DRAWNCS ARE ALSO NOT 10 B£ USED ~ IN ANY MANNER THAT MXJLO CCNSTITUTE A DETRIMENT r 1 T I DESIC!e B't cw T PRO£T ti>. TSHEET NO: ~ DIRECllYORINDIRECTLYTOPND. 1 1 1 1 DRAMIDY: D11IDA1E: APPJl.20!51 1 1 .... :it' I IEV I 1),\1[ I DESCllll'TJarl IMOODBY:. ISCIU; NOTIDI OF I DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT .. Cih (11 WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 LAND USE PERMIT SUBMIITAL REQUIREMENTS: WAIVED MODIFIED BY: BY: Arborist Report , Biological Assessment 4 Calculations 1 Colored Maps for Display 4 Construction Mitigation Description 2AND, Deed of Right-of-Way Dedication 1 Density Worksheet 4 Drainage Control Plan 2 Drainage Report 2 Elevations, Architectural 3 ANo 4 Environmental Checklist 4 Existing Covenants (Recorded Copy) 1 AND, Existing Easements, (Recorded Copy) 1 AND, Flood Hazard Data 4 VLD Floor Plans 3AND4 Geotechnical Report, AND, Grading Elevations & Plan, Conceptual 2 Grading Elevations & Plan, Detailed 2 Habitat Data Report 4 VLD Improvement Deferral 2 Irrigation Plan, COMMENTS: PROJECT NAME: Coulon Plaza Replacement 4-14-15 DATE: --------------- 1 H :\CE D\Data \Forms-Te mplates\Self-Help Handouts\Pf an ni ng\ Waiversu bm ittalreq s. docx Rev: 02/2015 LAND USE PERMIT SUBMITIAL REQUIREMENTS: WAIVED MODIFIED COMMENTS: BY: BY: King County Assessor's Map Indicating Site 4 Landscape Plan, Conceptual, Landscape Plan, Detailed 4 Legal Description 4 Letter of Understanding of Geological Risk 4 Map of Existing Site Conditions 4 Master Application Form 4 Monument Cards (one per monument) 1 Neighborhood Detail Map 4 Overall Plat Plan 4 Parking, Lot Coverage & Landscaping Analysis 4 Plan Reductions (PMTs) 4 Post Office Approval 2 Plat Name Reservation 4 Plat Plan 4 Preapplication Meeting Summary 4 Public Works Approval Letter 2 Rehabilitation Plan, Screening Detail 4 Shoreline Tracking Worksheet 4 Site Plan 2 AND4 Stream or Lake Study, Standard 4 VLD Waived unless determined a study is needed at a later date. Stream or Lake Study, Supplemental, Stream or Lake Mitigation Plan 4 Street Profiles 2 Title Report or Plat Certificate 1AN0, Topography Map, Traffic Study 2 Tree Cutting/Land Clearing Plan 4 Urban Design Regulations Analysis 4 Utilities Plan, Generalized 2 Wetlands Mitigation Plan, Final 4 Wetlands Mitigation Plan, Preliminary 4 2 H : \CE D\Data \Forms-Templates \Self-He Ip Hand outs \Pia nn i ng\ W a iversu bm ittal req s. docx Rev: 02/2015 LAND USE PERMIT SUBMITTAL REQUIREMENTS: Wetlands Report/Delineation 4 Wireless: Applicant Agreement Statement 2 AND, Inventory of Existing Sites ,ANDJ Lease Agreement, Draft 2AN0, Map of Existing Site Conditions 2 AND, Map of View Area 2AND3 Photosimulations 2AN0, This Requirement may be waived by: 1. Property Services 2 Development Engineering Plan Review 3 Building 4 Planning WAIVED MODIFIED BY: BY: VLD 3 H :\CED\Data \Forms-Te mplates\Self-Help Handouts\Planning\ Waiversubmitta I reqs.docx COMMENTS: Rev:02/2015 Coulon Park Replacement Trees Notes None 512 0 0 256 S_ 19B4_Web_Mercator_A uxaiary_Sphere 512 Feet Cityof~On® Finance & IT Division Legend lnfonnatlon Technology. GIS RentonMapSuppor1@Ren1onwa.gov 4/23/2015 This map 15 a user generated sta ~c Ol.(put from an lnteme1 mapping site and ts for re feronce only D•ta layers that appear on ths mep may or may not be accurate current or Olherwise rehab'<! THIS MAP IS NOT TO BE USED FOR NAVIGATION Coulon Park Replacement Trees None 0 32 0 16 32 Foal \NGS_ 1984_ Web_Men:ator_Auxiiary_Sphere CityofRerrton ® Finance & IT Division Legend lnfonnaUon Technology . GIS RentonMapSuppo,t@Rentonwa.gov 4/23120 15 This msp is a user generated static output from an l nlemet msppjog Site and JS for reference only Data layers that appear on U-.s map may or may not be accurate. CU1'8!1t or oth8rwiS<1 reiable THIS MAP IS NOT TO BE USED FOR NAVIGATION ~ 0 9 5 ~ 0 ··"'· GRASS __ ,, -PLANTElil 4 ----------- '9'\0ROJME ,, ·-..,,,,, DEMOLITION N01ES ® DEMOLISH AND DISPOSE Of EXISTING TILES AND CONCRETE BORDER R0.401/E EXISTING BENCHES ® AND TABLES AND STORE FOR FUTIJRE REINSTALLATION BY CillJlRACTOR © REMOVE BBO's AND STANDS AND STORE FOR FUTURE REINSTAllATION BY CONTRACTOR ' ,, ' •, * '• ' ' • ,/0- I !L---~ ' \~ ' ' ~\ ~ t \ ~ ' In I ~· I . I \ d, \ \ ,~-'\. • \ I I '',o \ 10"DEC I 6"0EC 0 16"!llc 0 16"DEC 0 \ ' ~~ • "'~, \ ', '"< " • 14"0[C 0 , / 'I " ,'- 0 , '2"DEC 0 / / ,o·DEC ,,~,._1.1P"~ 4"DEC 0 0// Llf.llTS OF 'WORK 0 -" ASPHALT PATH $ / / ,, / • I SAW CUT EXISTING ASPHALT PATH / CRASS I • CRASS / • I I / / / / ~~· ,, CRASS O' / ~~·' /---------- .. . •' . ~ ,~; .. >---""/ .. ,~ .. ' ,1 ' -~: ' .;EDGE Of' ROOF -..., ! I -...,, ,, I / ........ , ', / ! I ~ --~··' y /'_// //// r:,g"i2 '...__ ______ "' ---~ \ 0 \ I \. : ' ' ' ' i <)0 \ ! t?> <(J !., ,,..,-·(.,,-f,'?i,"""-() 0 I LJ /,-0 /,0 I,, .·· v V :: 1 / 00 <:::v O , · ,_ , ', ___________ - • COVERED l"ICNIC AREA ff•31.~ 0 0 /,'l// ·.:; :,,;0///,:'./~ '<,--/, 'l; , 'i . ~;::~:'.===go==:==~~~~ . ;:~/' ;/ ('. "// ;; , <Q <Q <Q <Q 00 00 00 00 TIMBER WALL --------------1 ,.-i I ,, I ' I ) ~ TIW9(R WALL LAKE WASHINGTON = 1. DEMCUTION LJl,UTS ARE APPROXIMATE. FLAG LIMITS PRIOR TO COMMENCING AND FIELD REv1EW 'MTH ENGINEER. 2. All UTILITIES TO BE PROTECTED AND REMAIN. 3. CONTRACTOR 'Nill COORDINATE WITH THE Cl"N ON ITEMS TO BE REMOVED AND REINSTALLED. CONTRACTOR 'Mll UNBOLT SITE FURNISHINGS AND ASSIST THE CITY IN LOADING ITEMS. THE CITY 'Mll lRANSPORT ANO STORE ITEMS. 4. ITEMS TO BE REINSTALLED SHALL BE REMOVED ANO HANDLED IN A MANNER TO PRE'v£NT DAMAGE. DAMAGE TO THESE ITEMS WILL BE AT \ / ----,,,-- w PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY i::i PROGRAMS. METHODS OR PROCEDURES or OPERATION, OR THE ---- \ \ ' ,.,._e,o'i< 1..1'<1" ,,--- 1"<1'<1"~~ ::.--- THE CONlRACTOR'S COST. ® REMOVE EXISTING STORM DRAIN GRATING. GRATES SHALL RE~AJN PRCPERTY OF THE CITY ® WATER FOUNTAIN TO REMAIN ~ DEMOLISH n,or~•·~ ~~· ·~~r- GARI LEGEND PROJEC -EXL REMO (INfEET) 1 inch = 10 rt \ j /j,==?{, \, ADDeNDUM' BEACH PARK ~ --·\-;.-• ~ (if'(?) -. '-,.--,, '<, GENE COULON MIL EEM~:~~~ILITATION "'-IAGE CAN ~ -'-,c '-, -_ coNcRETE , 'ND ,, ' \, ---------- r u"LTS ,~ ~ G TILE AREA ~ TI~AL ANO DISPOSAL ; / --~-----0 ,/ -----. ::-; GRAPHIC SCALE ----" 0 "'-""-"'.', " ! ~ I -------- ~ I I 1736 l'uurth 1\vrnue S. Suite.\ CONSTRUCTION Of THE DESIGN SHOWN ON THESE DRAWINGS. ~ ffl .. l"R'II'" Snittfr,\'fd,ini;mn98134 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, r--Ill Im .... Phum::21)6-624-1387 THE SPECIFICA110NS SHALL CONFOR~ TO STANDARDS Of : rax: 206-624-\388 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY ~ ENGJNFFRS INC. . _ _ AND ARE NOT INTENDED FOR REUSE WITHOUT ~ITTEN LO~ ' m:nl(,ajprnkngtnn-r;;crJm APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED NORTH AREA DEMOLITION PLAN ~ IN ANY t.lANNER THAT WOULD CONSTITUTE A DETRIMENT / -~"10NA\_ v· . -DESIGNED BY: 1610 PRO..{CT NO: 14407~01 FIGURE: ~ DIRECTL y OR INDIRECTLY TO PND. ~ 4 23/1 5 REVISll>I 1 DRAIN B'( DRH DATE: APRL 2015 D 1 ..,_ :X:: DATE DESCRIPTION CHECkED BY! CRW SCAL.£: N01ED ~ C N 9 5 ~ cs rwE 2 F11Y-2917 DEMOLITION LIMITS CORRESPOND IE 1 2· CMP (SJ~ 2 ~- 9 l'MTH :N: ~F CONCRETE PANELS .. / / .... / /' 6"}EC GJUSS o~·occ B"DEC IO"DEC: B"DEC O O,.: o. ' GRol.SS / .• 6"0EC 0 0 '/IOOD BRUK Wol.LL ~ ~~-" j " -, ' ... ,. 7 ' ' I'-1.-11§.-\ r,.."r-eo . \ ~ ~~~ ' 5 \~. \ MlOO l'l.ol.NK!t,K, ----- z ' ~ _-\ 'M'.)()[I f'I..AHKING C ~ ' < ' ~ --------I') DEMOLITION Lif~ITS CORRESPOND 'MTI-i ENO Of CONCRETE PANELS CAST-IN-PLACE CONCRETE, TO BE 0 " >:\: ' ' • .\"1)1(: 0 PRESER\IED ,:i, EDGE Of ROOF LAKE WASHINGTON .l"!JlC 0 __ ,,,_ ------ o3"DEC C~ol.SS LIMIT OF WORK "" "" "" " ';:1,; "'J,<'1> . o 10·0IC .s, "'"',;,<9 "01' ,-l· -~ "''" "" LEGEND I '"i 1 DEMOLITION NOTES PRO.£Cl LIMITS (A\ DEMOUSH AND DISPOSE OF \.!:Y EXISTING TILES AND CONCRETE BORDER EXISllNG TILE AREA REMOVAL AND DISPOSAL ® © ® ® ® EXISTING BQLARD TO R~AIN @ '>?'-,.. ~ ® REMOVE EXISTING BENCHES AND STORE FOR FUTURE REINSTALLATION BY CONTRACTOR REMOVE EXISTING STORM DRAIN GRATING . GRATES SHALL REMAIN PRCf>ERTY OF THE CITY. REMOVE EXISTING GRATING AT TREE LOCATIONS. GRATES SHALL REMAIN PROPERTY OF TI-iE CITY. REMOVE EXISTING PLAQUES AND STORE FOR FUTURE REINSTALLATION BY CONTRACTOR. REMOVE EXISTING BQLARDS ANO STORE FOR FUTIJRE REINSTALLATlON BY CONTRACTOR. TREES TO BE REMOVED ~ SAW CUT EXISTING CONCRETE WALK 'Q) s· 15•', ~ **"** *~. •.,,~ EXISTING TREES TO REMAIN RD.10VE EXISTING BICYCLE RACK LIGHT PctE TO REMAIN . . ,._-1;< * ·· .. ;;i;,r " ' /. w ,. '?-,. . K B"1J£C 1DJ"·:-C\ ~'>.. '<11, ··-,t'f K}J,,, ,./""' ·, O ····. r*:Y~: """ = *' * REMOVE EXISTING SIGNS ANO STORE FOR FUTURE INSTALLATION BY CONTRACTOR AT A LOCA TlON DETERMINED BY THE ENGINEER 1. DEMOLITION LIMITS ARE APPROXIMATE. FLAG LIMITS PRIOR TO COMMENCING AND FIELD REVIEW WiTH ENGINEER. 2. ALL BURIED UTILITIES TO BE PROTECTED AND REMAIN. J. EXISllNG CURB ANO GUTITR TO REMAIN. 4. CONTRACTOR 'WILL COORDINATE 'MTH THE OTY ON ITEMS TO BE REMOVED AND REINSTALLED. CONTRACTOR 'W'IU UNBQT SITE FURNISHINGS AND ASSIST THE OTY IN LOADING llD.lS. THE CITY WILL TRANSPORT AND STORE ITEMS . 5. ITEMS TO BE REINSTALL.£0 SHALL BE REMOVED ANO HANDLED IN A MANNER TO PREVENT DAMAGE. DAMAGE TO THESE ITEMS 'MLL BE AT Tl-IE CONTRACTOR'S COST. 6. TREES THAT REMAIN SHALL BE PROTECTED FROM CONSTRUCTION ACTlv1TlES. 7. PROTECT EXISTING LIGHT POLES 'MTHIN LIMIT OF WORK. G:i \ " ~ ········>~'-'~> / ,,,. ~... ~ • .-z: F ~/ t'q,,,_ GRAPHIC SCALE ~ "-.._ ---'1--20 D 20 ::! ~-~ " ~ I ~ ' "' o (IN FEET) " I U 1jnch=20fL ~ "" ADDENDUM 1 8 w PND ENGINEERS, INC. IS NOT RESPON~BLE FOR SAFETY REYI-S GENE COULON MEMORIAL BEACH PARK ~ PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE £~-~ I I 1736fo"nhA,m"cS.s";",\ CONSTRUCTION OF THE DESIGN SHOIW< ON THESE DRA'MNCS. /~~~:.._ CONCRETE TILE REHABILITATION II m fflrn Snttk Wa~bin~t.m9Sl}4 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, ~ IU ISi Phonc;206.ti24.J387 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF : Fax, 206-624-138~ INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY ~ F]\jCJNFFRS INC . . AND ARE NOT INTENDED FOR REUSE WITHOUT ~ITTEN SOUTH AREA DEMOLITION PLAN <{),:; ' ' " " · ' ·· rna.il(§pndcng1r1c't"ts.com APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED '5 IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT / ~'ONAl v· --D£SIGNED BY: MMO PRO,,ECT NO: 14-4075.01 B~ DIRECTLY OR INDIRECTLY TO PND. ~ 4 5 REVISI~ 1 DRA'MI BV: DRH DA1E: APRl-2015 v::.:: REV DATE OCSCRP11ctl CHECKED BY: CRW SCfil: NOTED ,, D2 '' ,"!.- ,· / .'I:, ..... '0-•,;-._. ...... ,, ' ,',.' .,....., ....... ·-,, -'-, . ....... -. ...... ........ ·· ... , ...... ...:·, -.... ..... ' 0 ',, ---~ ··x; .· > ..... , :@ (. ',' . " r::'~- --~ - @ '<· .. ·.-' > . ' ...... •' •ti . . \ ..... r I .\ \ .,..., . . ';c;t:.. <> . \ <<-,-··.-.-A· .. ··.·.··.·>.;~~.···:..,\ ... · .. · .... • . \\'' . \7 . •. ,c: 7; \\ ' · .....•. · .... , ' )' \'~· ... ·· &'' ..... · '.. -0. @"'<;;> " .& NEW TREE IN MULCHED BED PER SPECS. STAKE LIMITS OF BED FOR APPROVAL \ ' ' ' . •. \\ .\ s ·1·; I '( :-,· . _···-,;.... .,---•• -.-. ' -·-. -' -~ \ ·.\ \ .,,,~_>·· ~ '.:; ,. • /' >--- . - ', ·, ----~· . ' ·,. .. -· ---- - ·.._ .. " NEW TREE GRATE AND NEW PLANTING (TYP.) ~ TREE GRATE F.0.1.C. ~ SEE SPECS. "<, . ----..... -..... --___ ,.:·- .,-·.·,- REPLACE DRAINAGE GRATE PER SPEC. (TYP.) LAKE WASHINGTON (2) NEW DRAINAGE r.,. 1 GRATE (1'-4" SQ) L.!..1 ' __ , - ...... li1 I II I IE~ Inc, fom,nh Avcm,c S. SW re A Seattll". w~shiT1gl<111 98!.14 Phone: 206-624-1387 Macleod • Reckard PLLc PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THF CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE 'MTHOUT WRITTEN APPROVAL FROM PNQ. DRAWINGS ARE ALSO NOT TO BE USfD IN ANY MANNER !HAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTI_ Y TO PNO. @, @~~"'. = ENGlNEERS, INC. bx: 206-624-1388 mail(!:!ipnd~ngin~rs.com 83 Columbia Street, Suite 306 Seattle, Washington 98104 P 206-323-7919 F 206-323-9242 W<C,CAPE AACHITTC! C~'D es, '• I RESTOREJREPAIR ~ . '<.. -' EDGE TO LIMIT OF ._ -- WORK WITH SOD -. . _. _,.. PER SPECS. (1YP) -· _. -,\ ----< ---- NEW TREE GRATE ANO NEW PLANTING (TYP.) ~ TREE GRATE F.0.1.C. '\0 SEE SPECS. ' - \ ->'' -}. :.---·-- ...... ,: PLANTING NOTES: 1. SEE SHEETL2 FOR PLANTING DETA!LS, PLANT SCHEDULE AND NOTES. LEGEND: lill • 111111 4'x4' DRAINAGE GRATE 8'x8' TREE GRATE 4'x8' TREE GRATE NEW TREE PER PLANT SCHEDULE SEE SHEET L2 NEW TREE PER PLANT SCHEDULE f SEE SHEET L2 L.!..1 ·=- GRAPHIC SCALE " " '" ~ ~..-: i ( IN FEET ) 1 inch = 20 ft . ADDENDUM 1 4/23/205 nEVISION ' REVISIOflS GENE COULON MEMORIAL BEACH PARK CONCRETE TILE REHABILITATION UA!l Ul~CRIPll(.J~ OFSl~NFD F.Y: ORA~ BY Cll(CKD BY PLANTING PLAN SOUTH rn I PHOJL~ I NO . 44G 1:, 01 !FIGURE APRIL 231 5 NOTF/l L1 ,, ,, \ m I • I DJ™ i':1'(ilNEERS, lNC. 1736 foL1rth i\venLlc S. Suite A Sratlle, Washin[\tnn 981.)4 Phone: 206-624-1387 Fa~: 20(,-624-1388 m.Ul@pndengineen;.com ALL HEAD LOCATIONS ADJACENT , -, TO PAVING OR WALL TO BE DEMOLISHED, TYPICAL. PROTECT /'' v) -EXISTING 1" SCHEDULE 40 _.----..--DRINKING FOUNTAIN LINE _.,...---PER PARKS STAFF ~/ ~ r--, I I 1.. . I : ~- COORDINATE WITH PARKS STAFF FOR IDENTIFICATION AND REPLACEMENT OF NEW AND EXISTING PIPING RESTOREJREPAIR EDGE TREATMENT TO LIMIT OF WORK WITH SOD PER SPEC. LOCATEANDACCURATELYMARK ~·,/, AND PRESERVE EXISTING HEADS _ ,,,._ --__ -J AND PIPE. RE-INSTALL HEADS AT . , -' · · - I I I PREVIOUS LOCATIONS ADJACENT . · / , TO PAVING AS DETAILED. ~.,J, ;.··./(-·,;;, ~ :: -:·· ~ -, _/;/· .•. / . .&. PROPOSED J-BOX. / (' +'I ---EXISTING PIPING TO BE __..---• PROTECTED AND PRESERVED, OR .,,,,,..-REPLACED AS NECESSARY. ANY I REPLACED PIPING SHALL BE THE i I I °' I I I h LIMIT OF WORK. ~ I l'J ., y I ,, I I ./ . / )' A I SAME SIZE AS PREVIOUS. NEW ! •I PIPING SHALL BE SLEEVED • 1 , WHERE BENEATH PAVING. : ... BRING FINISH GRADE OF LAWN ':~ TO FLUSH WITH NEW PAVEMENT. ·, RE-SOD PER SPEC. ' . --......,-,,---COORDINATE WITH PARKS ' STAFF TO STUB AND CAP 1" SERVICE TO EXISTING DRINKING FOUNTAIN ..... / '\:: '~ l . . ./ )'. " ~· . / ~/ '. ' ....... ,.... ... ,_, ' /", ~....... ) ,, '\ / \ Macleod • Reckard PLLc 83 Columbia Street, Suite 306 Seattle, Washington 98104 P 206-323-7919 F 206-323-9242 ,'\. '-' PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRLCTION OF THE DESIGN SHOWN ON THESE DRAWlNGS. WHERE SPECIFICATlONS ARE GENERAL OR NOl CALLUl OU I, THE SPECIFICATlONS SHALL CONFORM TO STANDARDS or INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WlTHOUT WRITTEN APPROVA. FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INOIRFCTI Y TO PND. "~""" ;,-JON '"'""'° ~AAO,~CCT ~ GENERAL SCOPE OF IRRIGATION WORK NORTH 1. PRIOR TO DEMOLITION, INVESTIGATE, LOCATE EQUIPMENT, AND RECORD OPERATION OF All ZONES LIKELY TO BE AFFECTED BY IRRIGATION. CITY STAFF WILL LOCATE AND MARK ALL HEAD LOCATIONS ADJACENT TO PAVING OR WALLS. 2. PROTECT AND PRESERVE ALL IRRIGATION SCHEDULED TO REMAIN. 3. REPLACE ALL WORK DAMAGED BY CONSTRUCTION TO LIKE NEW CONDITION, INCLUDING PIPE, WIRE, VALVES. SLEEVES. HEADS, ETC. 4. TEST ALL WORK, INCLUDING ANY NEW MAIN LINE AND THE CONTROLLER OPERATION AS SPECIFIED . · 5. SEE SPECIFICATIONS FOR FULL SCOPE OF WORK. ~ " REVISIONS 4/2j/l0) ~=VISION 1 cc, cm CESCRl?TIO~ LAKE WASHINGTON PLANTING NOTES: 1. SEE SHEET LS FOR IRRIGATION DETAILS AND NOTES. LEGEND: OJ EXISTING WATER LINES PROPOSED CONDUIT, SIZE AS SHOWN PROPOSED 6" SLEEVE PROPOSED JUNCTION BOX • =-. GRAPHIC SCALE rn o rn i-..-.-: ( IN FEET ) inch = 10 rt ADDENDUM 1 " I GENE COULON MEMORIAL BEACH PARK CONCRETE TILE REHABILITATION ~f:il~NFO 'ff CRAWN BY ~~ECKED Bv. IRRIGATION PLAN NORTH CR I PfWJCCT ~~ MES DA "E CR '>CALE 144075 r_,1 IFICURE. APRI~ 201:, NOTFO L3 "/ ,< / '\c ..... ,, ·._ ...... '-..::.···,;-··>, -~·... ......... ..... EXISTING 4" SERVICE LINE FROM BUILDING TO EXISTING DCVA BACKFLOW ASSEMBLY '---. '--- '-.. '·'--- .......... ~J.;:~?' ,~-·\\;' l )>. EXISTING IRRIGATION WATER METER~ . .. . !:, -,\ '~~~) EXISTING NORTH SYSTEM AND ¥• '·'\tt •••.. < .:} ~,C, & 1·0coND~iT~A'. •, )'_ . \ SOUTH SYSTEM CONTROLLERS . ~ •.. ·.-.-.•. -: .. • .•. \-. · .. --.•.... '' . J _ IN MAINTENANCE ROOM/ <,~ir. ---·~/ ·::-_. . LOCATE Ex1ST1NG PIPE AND CONTROL . -·:.-\ ~··y-~ 'il WIRE AT LIMIT OF CONSTRUCTION \ \--~.~ ... \ . j,.-:./ · PRIOR TO BEGINNING WORK. CUT AND -.-., . .-·\-·::~ CLEANLY CAP PIPE TO REMAIN AT LIMIT/. .· . \.··::·\\ ... \ ····. '? OF WORK. LEAVE 24" STUB FOR ·. --· , ··_ ,_-._\ ···-:,:;. RECONNECTION.~, :: · .. ,\,. EXISTING 2-112" MAIN LINE FROM ' -, , v:-\\; EXISTING DCVA BACKFLOW ASSEMBLY _ -, :_ :\ ,\':l·:'':j .As. (2) 1" 0 CONDUIT '/·{··.· ....• I.· . ;// ' .If/, .. & If/ SEE CONDUIT BUILDING CONNECTION ON SHEET C6 ·,, EXISTING PIPING AS SHOWN IS AS APPROXIMATED BY PARKS STAFF --:;:_ .'-., "'.'. J l. \, l .s;: ~- ~ ,, ' -:---n- .,...------ " '"' /0: ..... EXISTING PIPING TO BE PROTECTED AND PRESERVED. OR REPLACED AS NECESSARY. ANY REPLACED PIPING SHALL BE THE SAME SIZE AS PREVIOUS. NEW PIPING SHALL BE SLEEVED. APPROXIMATE LOCATION EXISl ING DCVA BACKFLOW ASSEMBLY >· ' LOCATE AND ACCURATELY MARK ALL HEAD LOCATIONS ADJACENT TO PAVING OR WALL TO BE DEMOLISHED, TYPICAL. PROTECT AND PRESERVE EXISTING HEADS AND PIPE. RE-INSTALL HEADS AT PREVIOUS LOCATIONS ADJACENT TO PAVING AS DETAILED. ,, '\.,~ t< ·~--------"';,.., ·--~ Y.,,·. ---),, . ---USE NEW PIPE TO CONNECT TO ,.,.---_ ·. S " ,..,,... - NEW TREE BUBBLER$. SUBMIT~ ~/====-~if'"'-. ~-. ...-,,. .--....::._ ~ PIPE LAYOUT FOR APPROVAL. ~ -. \.,\ ..-: .,..-,..,,... ,.,.--°'\)\ CONNECT LATERALS TO ~::::...-,.,.-~ ~ _. , --"·s,c,,~" EXISTINGTREEBU:L:;/ :_;, .;( ~~~;- . ·j~i.1~~-----,,:-~':._...__ ,-::: ~ -_., .. _:::::---~~ ' ~~~-~ 314•~0coNDUIT & ""~-" ' ;,.'~--'" ~-1 \ .... -i 1"0CONDUIT ili ~ ~ _. ,.-.,,-~ , ..... ~~-( , , ;;,..--,,.,.,... 1 ? , ONSHEETC7 ·-' ' 6 ~-/ J,{',._ y-~ -,:.i,.;-) ' 314" 0 CONDUIT K , TYPE 3R ENCLOSURE ' -..-. ·: ~- ' ' \ \ 3;..--_;.,...------/J -- 1" 0 CONDUIT & ' i---> :.~.,- EXISTING LINE SERVING .. HAND SPIGOTS. MAINTAIN CONNECTIONS TO EXISTING HAND SPIGOTS " NEW TREE BUBBLERS AT EACH TREE PIT AS DETAILED. PROVIDE (4) EACH FOR ALL GRATES. " COORDINATE WITH PARKS STAFF FOR IDENTIFICATION AND REPlACEMENT OF NEW TO EXISTING PIPING LAKE WASHINGTON " GENERAL SCOPE OF IRRIGATION WORK SOUTH 1, PRJOR TO DEMOLITION, INVESTIGATE, LOCATE EQUIPMENT, AND RECORD OPERATION OF ALL ZONES LIKELY TO BE AFFECTED BY IRRIGATION. CITY STAFF WILL LOCATE AND MARK ALL HEAD LOCATIONS ADJACENT TO PAVING OR WALLS. 2. PROTECT AND PRESERVE ALL IRRIGATION SCHEDULED TO REMAIN. REPLACE ALL WORK DAMAGED BY CONSTRUCTION TO LIKE NEW CONDITION, INCLUDING PIPE, WIRE, VALVES, SLEEVES, HEADS, ETC. 4. INSTALL NEW TREE BUBBLERS PER PLAN 5. TEST ALL WORK, INCLUDING ANY NEW MAIN LINE AND THE CONTROLLER OPERATION AS SPECIFIED. ', " " '. '... '... " " 6. SEE SPECIFICATIONS FOR FULL SCOPE OF WORK. PLANTING NOTES: 1. SEE SHEET L5 FOR IRRIGATION DETAILS AND NOTES. LEGEND: EXISTING WATER LINES PROPOSED CONDUIT, SIZE AS SHOWN m PROPOSED 6" SLEEVE PROPOSED JUNCTION BOX ';: / -,-;,__ ./ -~ GRAPHIC SCALE w " '" '" ""-""-~ ! I ( IN FEET ) 1 ll'ICh ~ 20 ft. ADDENDUM 1 Iii 111 I IE" 173(, fourth Avenue S. Suite,\ S<Cal ti~. WashinK'on '181 >4 Phone, 21)6 -624 -1387 Macleod • Reckard PLLc PNn fNGINFFRS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS O,~ PRCCEOURES OF OPERATION, OR TI-IE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWlNGS. WHERE SPECIFlCA TlONS ARE GENERAL OR NO l CALLt.D OU I, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS or INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WlTHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. ~ 4/23/205 R[l'ISIOH . REVISIONS GENE COULON MEMORIAL BEACH PARK CONCRETE TILE REHABILITATION EKGINEERS, INC. Fa~, 2(J6-624-B88 mai!lfYpndengineers.com 83 Columbia Street, Suite 306 Seatue, Washington 98104 P206-323-7919 F 206-323-9242 sYATSQo- LNIO""""'AA<>OfS~P "~" RlV I Dl\ll DlSCHIP'ION r,rs1c;NFD FV nRAll'H BY ClllCK[D B'/ IRRIGATION PLAN SOUTH CR I SCALE ~!:_, PRCJ[CT NO · 44C75 01 11 ICUIIL MES l'ATE· .,~ .. 0 ~·-L4