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Home My WebLink AboutReport 1CITY OF RENTON GENE CO-ULON PARK HANDRAIL REPAIR L A K E N A S H I N C i O N PR0J6LT H4AT8 r WATER WALKP,� l 1 PROJECT LOCATION GENE C0OLON -PARK VICINITY MAP 140T TO SCALE DRAWING LIST NUMBER'' TITLE 51 COVER SHEET S2 GENERAL NOTES AND PHOTOGRAPHS S3 PLAN AND ELEVATION S4 DETAILS =ABBREVIATIONS ARD-1 Archileclard BOT Bottam C,IP Complete jCW Penetration CL Centerline CLR pear CONC Conaete CSK Counteramk DIA Diameter DL Decd Load EA Each FT Feet GALV Galvanized HD Hecd ID Inside Diameter LC Long LL Live Lood LOC LOoolion MAX Maximum MI Mdleolsle Iron MIN Mir rrnum MLLW Mean Lower Low Water OC On Center OD Outside Diameter OPP Oppwle Pl. Plate PSI Pounds Per Square Inch R Rodus REO'D Required SCHED SdreA": SIM Swndor 55 SiOnless Steil STD Standard STIFF Slillener STL Sfeel SYM Symmelricol THK Bkk TWO Threoded TV Typicd UHMW Ultra High Molecular Weight Plastic W/ with W/C Waler/Cernent Ratio v Work Point .Z Z Q .Z EO LL 00 p QU 3 TROILCT NO-- 107578 SCALE AS SHOWN DATF; APRIL 11, 200B RM Na -S1 SOUTH END 1 FOR PHOTO LOCATIONS SEE SHEET 53 TYPICAL RAILING SECTION 4 FOR PHOTO LOCATIONS SEE SHEET S3 GENERAL NOTES: 1. THESE NOTES CONTAIN GENERAL INFORMATION AND ARE NOT COMPLETE FOR CONSTRUCTION PURPOSES. CONTRACTOR SHALL VERIFY INFORMATION GIVEN HERE WITH SPECIFICATIONS AND OTHER DOCUMENTS AND BRING ANY CDNFUCTS TO THE ATTENTION OF THE ENGINEER BEFORE BEGINM14G AFFECTED WORK. THE ENGINEER WILL RESOLVE ANY SUCH CONFLICT. 2. ALL OIMENSTONS AND DETAILS SHALL BE VERIFIED BY FIELD MEASUREMENT BY THE CONTRACTOR PRIOR TO FABRICATION AND CONSTRUCTION. 3. CONFLICTING REQUIREMENTS: IN THE EVENT OF A CONFLICT BETWEEN THE CONTRACT DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS, AT THE DISCRETION OF THE ENGINEER, THE MORE STRINGENT PROVISION SHALL GOVERN, CODES AND STANDARDS: 1, ALL METHODS AND MATERIALS SHALL CONFORM TO IBC 2006. AS AMENDED AND ADOPTED BY THE CITY OF RENTON. 2 ALL WORK SHALL BE IN ACCORDANCE VAIN WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND PLANS. 2DO8. SOUTH END LOOKING NORTH-_-2 FOR PHOTO LOCATIONS SEE SHEET S3 TYPICAL BASE PLATE FOR PHOTO LOCATIONS SEC SHEET S3 STEEL: 1. ALL WSCELLANEOUS STEEL SHAPES AND PLATES, EXCEPT AS NOTED BELOW, SHALL CONFORM TO ASTM A 36_ 2. ALL BOLTS AND NUTS SHALL CONFORM TO ASTM A 307, GRADE 36, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. 3. ALL MSCELLANEDUS SLEEVES SHALL CONFORM TO ASTM A 53, GRADE B. 4, ALL STEEL TUONG SHALL BE ASTM A 50D GRADE B. WELDING: 1. ALL WELDERS ARE REOUIRIED TO BE CERTIFIED BY WASHINGTON ASSOCIATION OF BUILDING QFFICIALS (WABO). 2. YIELDING OF STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO THE AWS DI.I. 2002. 3. WELD ELECTRODES SHALL BE 70 KSI AND SHALL BE "LOW -HYDROGEN" ELECTRODES. GALVANIZING: 1, ALL STEEL, SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH SPECIFCATIONS AND ASTM A153 AND A123 TO A MINIMUM OF 2 DZ/SF. DAMAGE DUE TO FIELD WELDING SHALL BE RESTORED WITH FIELD -APPLIED GALVANIZING WELD STICK (SEE SPECIFICATIONS). NORTH END BOLLARD 3 FOR PHOTO LOCATIONS SEE SHEET S3 AREA 2 RAILING 6 FOR PHOTO LOCATIONS SEE SHEET S3 EPDXY GROUTING: 1. ALL WORK ASSOCIATED PATH EPDXY GROUTING SHALL BE PERFORMED OR OBSERVED BY MANUFACTURER'S REPRESENTATIVE. 2 HOLES SHALL BE CUT BY EITHER ROTARY -PERCUSSION DRILLING FOLLOWED BY AIR BLOW -CUT WITH OIL FREE COMPRESSED AIR OR BY DIAMOND CORE BORING FOLLOWED BY WATER FLUSH. THE HOLE MUST BE FREE OF WATER AND COMPLETELY DRY BEFORE GROUTING. THE DIAMETER OF THE HOLE SHALL BE I/4 INCH (6 MM) LARGER THAN THAT OF THE BAR, 3_ CONTRACTOR SHALL SUBMUT PRODUCT TECHNICAL INFORMATION TO ENGINEER FOR APPROVAL. MINIMUM EPDXY TENSILE STRENGTH SHALL BE 5000 PSL MINIMUM EPDXY COMPRESSIVE STRENGTH SHALL BE 11000 PSI. NON -SHRINK GROUT: 1. NON -SHRINK -GROUT SHALL BE READY -TO -USE METALLIC AGGREGATE PRODUCT REOLARING ONLY THE ADDITION OF WATER AT THE JOB SITE, AND SHALL BE CAPABLE OF PRODUCING A FLOWABLE GROUTING MATERIAL HAVING NO DRYING SHRINKAGE OR SETTL£MENI AT ANY AGE THE COMPRESSIVE STRENGTH OF GROUT SHALL BE 5ODO PSI AT AGE 20 DAYS. STORE, MIX, AND PLACE THE NON -SHRINK GROUT IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AS APPROVED BY THE ENGINEER. SUBMIT PRODUCT INFORMATION TO ENGINEER FOR APPROVAL PRIOR TO USAGE. O. W LL_ a:z O_j 0 U C) PROXZT NO.: U7578 SCALE AS SHOWN DATE APRIL It 2008 S2 Tl T i 3 EXISTING POSTS I TO REMAIN IN PLAIT EXISTING CORNER BOLLARD Na I TO REMAIN IN PUCE ] SHELTER LEGEND 1 11 1 a EXISTING POST LOCATION o NEW POST LOCATION t L } CAMERA POSITION AND PHOTOGRAPH NUMBER, SEE SHEET S2 FOR PHOTOGRAPHS `CL EXISTING POST LOCATION ` f�L NEW POST LOCAT,ON I REMOVE 1'-6" SECTION OF RAILING Ij AND INSTALL EXPANSION JOI4T, SEE SIM 54 E 3 I TEXISIING ANSION JOINT,SE6 9M EXISTING BOLLARD No. I �TYP POST LOCATION I [ OR Na 3 /r EXISTING 3"0 00 70PRAIL I --�-Exis G 1 1/2'! 00 RAILS, -TYP BASE PLATE. TYP 3 54 SOUTH END ELEVATION A SCALE: n38 PBWWT NORM z STING POST LOCATIONS NEW POST LOCATIONS (1'-6' SOUTH) y j E O o p EXISTING CONKER BOLLARD Na 2 TO REMAIN IN PLACE myICo: I. ALL DIMENSIONS ARE AMOXIMATE, CONTRACTOR FIELD VERIFY. 2. THE OD AND ID OF NEW RAILING EXTENSIONS SMALL MATCH WITH THE ErSTWG OD AND ID OF THEIR MATING RAILS. RAIL RELOCATION PLAN i SCALE: 1/]6=,'-O• - CUT EXISTING RAILING AND INSTALL NEW POST LOCATION NEW I'-G' RAILING EXTENSION IN. KIND NEW POST LOCATION i TEXISTNG NEW WELDED JOINT 5 SPACING VARIES, SEE PLAN Parr LOCATION�EOISTING 3"e 09 TOP RAIL i 1'-6" -EXLSTING 1 1/2•k OD RAILS, TYP I L � NEW WELDED JOINT 2 54 TYP 54 NORTH END ELEVATION B CONSTRUCTION SEQUENCE SCALE r-r-D• - I_ REMOVE EXISTING HAIMI AT AREA I AND AREA 2 BY REMOVIN^U MACHWE SCREWS, 2 DISMANTLE HANDRAIL, 1 DROLL NEW BOLT HOLES USING TEMPLATE AT LOCATIONS SHOWN ON PLAN 4. INSTALL EXISTING POSTS AT NEW LOCATIONS. 5, REASSEMBLE HANDRAILS. 6. UAXE CONNECTION ,MELDS AS SHOWN ON DETAILS @ AND � 7_ GRDUT EXISTING BOLT HOLES WHERE POSTS HERE MOVED TO NELT LOCATION. SEE NOTE 2 ON SHEET S4. ' EXPANSION XNT4 54 38 CL EXISTING BOLLARD Na 2 OR No. 4 I EXPANSION J01NT 6 S4 TYp H � J F W CL p Cc Z LL O z4 w yJ' U PROJECT NO.: 107578 SCALE: AS SHOWN DATE; APRIL 14 M �T OHO. S3 CONTRACTOR TO VERIFY DIMENSION FXSTING 3/8" — 18 HEX SOCKET MACHINE SCREWS IN EXISTING COUNTERBORE HOLES, (TYP 4 PLACES) ST STEEL BASE PLATE, USE AS APLATE FOR LOCATION OF NEW DXY INSERTS DETAIL - EXISTING POST BASE PLATE 1 SCALE: EXISTING 2'3/4' 00 x 1/6" WALL EXPANSION SLEEVE EXISTING 3" DID x 1/8' WALL TOP RAIL (CONTRACTOR TO VERIFY SIZE) NEW EXTENSION J EXISTING AT SPA CL 1/4' — 20 HEX SOCKET SET SCREW 2 PL ONE SIDE ONLY DETAIL EXPANSION JOINT 4 SCALE: 6"=1'—O' S3 EXISTING 1 1/4" 00 x 1/8" WALL EXPANSION SLEEVE NEW EXTENSION EXISTING AT SIM EXISTING 11/2' 00 x 1/8' WALL RAIL (CONTRACTOR TD VERIFY SIZE) CL 1/4" — 20 HEX SOCKET SET SCREW 2 PL, ONE SIDE ONLY EXIST POST AND BASE EXISTING 3/8'-16 HEX SOCKET MACHNE SCREWSI v W/ EXPANSION SHIELDS (TYP 4 PER BASE PLATE IE I � 2' TOPPING SLAB I1 p ,I ' a EXIST I" TOP SLAB FOR P/C PANELS DETAIL - EXISTING POST BASE PLATE 2 (EXISTING -LOCATION) 53 SCALE: Q NEW BACKUP °.,LEEV EXISTING 3' OD x 1/8" WALL Ta (CONTRACTOR TO VERIFY SIZE) DETAIL WELDED JOINT 5 SCALE 6'-1'—D" 53 NEW BACKUP EXISTING 1 1/2' OD x 1/B' WALL RAIL' (CONTRACTOR TO VERIFY SIZE) DRILL. AND INSTALL NEW MACHINE SCREW EXIST POST AND BASE ANCHORS (SIMPSON DMSA37) FOR NEW 3/8-16 SS HEX —SOCKET MACHINE SCREWS (4 PER BASE PLATE) EXIST BASE PLATE 1 , 2" TOPPING SLAB ,{ ,� II I t I a. 4 n r e EXIST 1" TOP SLAB FOR PIC PANELS DETAIL POST BASE PLATE 3 (NEW LOCATION) 53 SCALE 13'=1•—D" NOTES, 1. PRIOR TO ANY FABRICATION, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SIZES. ANY DISCREPANCY NTH SIZES MOWN ON -THESE DRAWINGS SHALL BE BROUGHT TO THE EWNEER'S ATTENTION IMMEDIATELY, 2 NON —SHRINK GROUT SHALL BE USED BY CONTRACTOR TO FILL HOLES AT ExISTING LOCATIONS WHERE THE BASE PLATE WAS MOVED TO NEW LOCATION. FILLED BOLT HOLES SHALL BE FLUSH WITH THE ADJACENT SURFACE 2 WEEKS AFTER GROUTING JOB IS DONE DETAIL- -EXPANSION JOINT_ rB")I, DETAIL WELDED JOINT SCAM 6•=1'—O' — S3 SCALE: 6'=1'-0' I I r I r� a z 0 z Z Q u- 0 i r /M ❑ L r IoIEC7 NU_ E07578 :ALE: AS SHOWN ATE: APRIL 112008 IEET Nm S4 CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: April 16, 2009 To: City Clerk's Office From: Stacy Tucker Subiect: land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. Project Name: Coulon Park Walkway Maintenance LUA (file) Number: LUA-08-134, SME j i Cross -References: AKA's: Walkway Maintenance SME Project Manager: Ion Arai Acceptance Date: November 13, 2008 Applicant: City of Renton Owner: Same as applicant Contact: Todd Black, City of Renton PID Number: 3344500775 ERC Decision Date: ERC Appeal Date: Administrative Approval: November 13, 2008 Appeal Period Ends: November 27, 2008 Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: The applicant is proposing to repair two separate projects on existing two public water walks (concrete walks over water) on Lake Washington at Gene Coulon Park. The concrete water walks t are located in the southwest corner of the Park. The first repair project would repair an uplifted portion of the concrete walkway by replacing the top four inches of walkway and install new rebar, pour new concrete, and reinstall the fascia board. The second repair would repair an existing loose galvanized handrail system and 5 then offsetting approximately 40 posts by 1.5 feet and resetting into the walkway. The estimated work schedule proposes to work to be done in early December of 2008. The applicant is currently applying for JARPA with the Washington State Department of Fish and Wildlife. Location: 1201 Lake Washington Blvd N Comments: CITY OF RENTON CERTIFICATE OF EXEMPTION FROM SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION FILE NO.: PROJECT NAME: OWNER/APPLICANT/CONTACT: PROJECT MANAGER: November 13, 2008 LUA-08-134, SME Coulon Park Walkway Maintentance City of Renton 1055 S Grady Way Renton, WA 98057 Todd Black, Contact City of Renton 1055 S Grady Way Renton, WA 98057 Ion Arai, Assistant Planner PROPOSAL: The applicant is proposing to repair two separate projects on two existing concrete walks over water (Lake Washington) at Gene Coulon Park. The concrete water walks are located in the southwest corner of the Park_ The first project would repair an uplifted portion of the concrete walkway_ The top four inches of walkway would be replaced by installing new rebar, pouring new concrete, and reinstalling the fascia board. The second repair would repair an existing loose galvanized handrail system and then offsetting approximately 40 posts by 1.5 feet and resetting into the walkway. The work is proposed to be done in early December of 2008. The applicant is currently applying for a DARPA with the Washington State Department of Fish and Wildlife. The project is located within the Residential-1 (P) zoning designation. The current use of the project site is a public park. The project would not change the size or the location of the existing footprint of the current structure. PROJECT LOCATION: 1201 Lake Washington Boulevard North, Renton, WA 98056 LEGAL DESCRIPTION: see attachement "A" WATER BODY/WETLAND: Lake Washington LUA08-134-SME.doc An exemption from a Shoreline Management Substantial Development Permit is hereby granted on the proposed project described on the attached form for the following reason(s): XX Pursuant to RMC 4-9-190.C.3 the normal maintenance or repair of existing structures or developments, including damage by accident, fire or the elements shall not be considered substantial developments for the purposes of the Shoreline Master Program. The proposed development is consistent or inconsistent with (check one): CONSISTENT INCONSISTENT XX Policies of the Shoreline Management Act. N/A The guidelines of the Department of Ecology where no Master Program has been finally approved or adapted by the Department. XX The Master Program. C.E. Vincent, Planning Director Attachments: A. Legal Description B. Vicinity Map C. Site Plan D. Repair and Maintenance Detail cc: Todd Black, City of Renton Yellow File LUA08-134-SME.doc Legal Description for 1201 Lake Washim-,ton Boulevard North HILLMANS LK WN GARDEN OF EDFN ,i5 HLKS 360 & 361 SD ADD TGW SH LDS AD] TGW POR GL 4 SEC 05-23-05 & SH LDS ADS 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 I_N OF SD SEC 5 TH E ALG SD S LN OF SD SEC 765,5 I'C 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 HILUMANS LK WN GARDEN OF EDEN #5 CITY OF RENTON GENE COULON PARK HANDRAIL REPAIR LRXC WASH INC r 0 ff �8Gf61T NOFLH _--- ----^j--- WAT11 WALK '� 1 PROJECT LOCATION GENE CIh1LaN FARK VICINITY MAP Nat TO 3�qL DRAWING LIST NUMBER TITLE Si COVER SHEET S2 GENERAL NOTES AND PHOTOGRAPHS S3 S4 �TDETAILS I PJ-AN AND ELEVATION -ABBREVIATIONS ARCH k ml.w d BOT Bclloa, LP fmpkk Jana Pmetmlirn CL Lmldlke GONL Cercek C C9( C..W—k NA >_1n D. %e Laz LA Eo:k FI Fevt GALY fdimi�ea H7 H d o �a oir-T.e L Lry land LD_ L—t- NAx LW,'m�n NI Nil Nv'i NLx m" •e t�. N'e'=, f�C :n Cen1n OCR ✓�Iskr Viwnek, om Pt P P9 P-oags Pn SWoe h,h R Ra6 f REUi1 Rm:ee S�Ep Sdeiik Pu 5m a 55 5iO SieN 5T7 Stogvd SrrF Ski — $f SteN S)m S)—PN TNII TN k DRD lireutlrA TYp Typed NNUVI I.N. Kip Nd-4' w of 1' 11a W/ xdn w/c Wolc/Cenenl Woko :Ap ii r Peal iCKW A. ERIpI5N1 I CC a d r Z W Q I C V �U a 3 [cT No. 70757E F AS SOON E ARIL 11, 2M T ti0. S1 CITY OF RENTON co COULON PARK m 0 WATERWALK HAND PAR OEWERAL NOTES AND PF+,YTorRAFHS I S.. U., WIIhlgt- 98101 (205) 62k5672 Fix f200 6224130 _ e T13-i % (2 \� � \ 2 k� §¢ Kg^ |E t (R ; \ \ § . � fK m ) \ � � g � � t ( \ a \ \ ■ § � ! / OF - --� —}--� §;f§ CITY OFNTON » | ! / coULO N PARK ƒ-- .■ a _a W &- §! m�Aa #m_E� a � ? /\|E■ _�-,__ PLAN w . � - ; � _ e� � � _ �f y - ,, lcro lovwn rwglWcvgn4uir-u,Gwg � r= m S x _ I4 i N (�� ? z O i g s y I ct) m g F s9 G m c1 Rim -� OPrI A 73 $ - w 1" 2° rf NE m a L v J m m � m a _ X _y m m ---- m o 4 m � rn EN9EVMEH� ��GG m CD �a ch V AV H, A m�:k m $ Ua N g W CITY OF RENTON COULON PARK WATERWALK HANG EAAlR DETAIL8 Na, onn xereoH o .$ Ej L�[ 7207 Thad A,-m sort. sea swffr , wa:NMgt- palm (216) 67i3922 Fax 1106J 621-8[30 14 City of Renton LAND USE PERMIT�4,-�c-,OF0` MASTER APPLICATION Q I PROPERTY OWNER(S) I NAME: ADDRESS: [Sr. 5, CITY: f /_ -A ZIP: �Q TELEPHONE NUMBER: APPLICANT (if other than owner) NAME: 4:0- COMPANY (if applicable): ADDRESS: CITY: ZIP: TELEPHONE NUMBER I CONTACT PERSON I NAME: COMPANY (if applicable): ADDRESS: S//4-- CITY ZIP: TELEPHONE NUMBER AND E-MAIL ADDRESS: C4"C Gr.rea-tr�t, wa. H;1Foi7n5'.Planninglmaste«pp.doc I - 0", PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: PROJECTIADDRES (S)ILOCATION AND ZIP CODE: 6 e.tAe C0 U Lam. M e&Wr'r � ?'-Vk KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): EXISTI G LAND USE(S): a.c, � F'Ml1FUZJLU LANU U5t(5): i,— EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ret-Itk, PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): EXISTING ZONING: PROPOSED ZONING (if applicable): SITE AREA (in square feet): SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: — SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): NUMBER OF PROPOSED LOTS (if applicable): NUMBER OF NEW DWELLING UNITS (if applicable): 1- 08'07 PPryJECTINFOF NUMBER OF EXISTING DWELLING UN.,,, (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): Mia MUN (contirs wed I PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): ❑ AQUIFER PROTECTION AREA ONE • AQUIFER PROTECTION AREA TWO ❑ FLOOD HAZARD AREA sq. ft. ❑ GEOLOGIC HAZARD sq. fl. ❑ HABITAT CONSERVATION sq. ft. )d SHORELINE STREAMS AND LAKES sq. ft. ❑ WETLANDS sq. ft_ LEGAL DESCRIPTION OF PROPERTY Attach legal description on separate sheet with the following information included SITUATE IN THE Af QUARTER OF SECTION q , TOWNSHIPS RANGE IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 9. 3. 2. 4. Staff Will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP 1, (Print Name/s) V 5LAC 1< _ , declare that I am (please check one) the current owner of the property involved in this application or _ 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. I certify that t know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. (Signature of Owner/Representative) (Signature of Owner/Representative) Notary Public in and for the State of Washington Notary (Print) My appointment fi:lForms'�Planninglmasterapp.doc - 2 - 08/07 0 lop T, GENE COULON PARK MAINTENANCE REPAIR FOR TWO EXISTING WATERWALKS Project Narrative: The City of Renton's Parks Division is proposing two separate repair projects on two public water walks (concrete walks over the water) at Gene Coulon Park. The two projects are: 1) South Beach Water Walk — repair of an uplifted portion of the concrete walkway. Work involved will be the removal of an outbound wood fascia board, demolition of the top four inches of the walkway (approximately 12 square feet), install new rebar, pour new concrete and reinstall the fascia board. 2) West Water Walk — Repair of an existing, loose galvanized handrail system located on the outbound side of a concrete walkway by removing the posts and offsetting them by V-6 " and resetting them into the walkway. Approximately 40 posts will be reset. The work is scheduled to take place in early December 2008. The Parks Division is applying for JARPA with the Washington Department of Fish and Wildlife. The estimated cost for 1) is $4,500, and for 2) is $35,000. 11/5/2008 1 Parks Division Renton r --- Renton City Limits Parcels ® Renton Aerial SCALE 1 : 1,915 _I 100 0 100 200 300 FEET la-ff � l WCO N A/ http://rentonnet.org/MapGuide/maps/Parcel.mwf Wednesday, November 05, 2008 9:29 PM