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APPROVED PLANS BLD ENG PLN FIR BLD2021-0244+Architectural_Plan+2.11.2021_1.11.07_PM+2043914U D I L n 3D §I iE APPROVED ! �ED ° OF EDMONDS�CITY , PLANS TO ; REMAIN ON SITE -------------- -_ � MAYOR: Mike Nelson CITY COUNCIL MEMBERS Fishing Pier Rehabilitation Manufacturer specs and ICC Evaluation Report to be on site PROJECT NO. E4MB.c443 'for inspections _ - _ - _ - FIBER REINFORCED POLYMER REPAIRS FOR REFERENCE ONLY Susan Paine - Council President Diane Buckshnis " Kristiana Johnson VBELLINGHAMANJUAN Luke Distelhorst ISLANDSVivian OlsonLaura JohnsonAdrienne Fraley-Monillas PARKS, RECREATION, & CULTURAL SERVICES: Angie Feser Parks, Recreation & Cultural Services Director Henry Schroder Capital Projects Manager Rich Lindsay Park Maintenance Manager ENGINEERING DIVISION Approved by Fire APPROVED AS NOTED No aim F 03/29/2 Provide adequate safety for public access during repairs REVISION DESCRIPTION v TEVERETT CITY OF AA �1Rt ; EDMONDS ? PUGET I ^t j Ste% TACOMA SOUKREGION I OLYMPIA VICINITY MAP SCALE: NTS " WSP USA Inc. 33301 9th Avenue South Suite 300 Federal Way, WA 98003-2600 TEL: (106) 431-2300 FAX:(206) 431-2250 PROJECT SITE Q 0 2 R DA CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN City Of Edmonds Building Department -------------------------- Work ; Pier Repair ------------------------- ---------------------------------- Address; 200 Admiral Way Owner ;__________________ City of Edmonds---------- ------------------------------------------------ Approved Date : 3/8/2021 Building Official r-------------------------------- ------ Permit Number. BLD2021-0244 APPROVED BY PLANNING PINE ST RECEIVED Feb 11 2021 CITY OF EDMONDS DEVELOPMENTSERVICES Mar 05 2021 Sheets 1 & 8 revised 2/11 /21 LOCATION MAP SCALE: NTS ISSUED FOR CONSTRUCTION DRAWN BY JML CITY OF EDMONDS DRAWING NO. G-1 FISHING PIER REHABILITATION DESIGN BY MAP FIBER REINFORCED POLYMER REPAIRS PROJECT N0. A15.0130.00 CHECK BY CSB DATE: 9/4/19 PROJ MGR CSB COVER SHEET - VICINITY MAP & LOCATION MAP SHEET N0. 1 OF 8 DRAWING LIST: GENERAL NOTES: ABBREVIATIONS: & AND MAX MAXIMUM 1. THESE NOTES CONTAIN GENERAL INFORMATION AND ARE NOT COMPLETE FOR ± APPROXIMATELY MATT MATERIAL CONSTRUCTION PURPOSES. VERIFY INFORMATION SHOWN ON THE DRAWINGS, AND @ AT MHHW MEAN HIGHER HIGH WATER SHEET DRAWING OTHER DOCUMENTS. BRING ANY CONFLICTS TO THE ATTENTION OF THE ENGINEER IL MIN MINIMUM NO. NO. DRAWING TITLE BEFORE BEGINNING THE AFFECTED WORK. SEETHE SPECIFICATIONS FOR AVAILABLE CENTERLINE MLLW MEAN LOWER LOW WATER GENERAL RECORD DRAWINGS AND REFERENCE DOCUMENTS. 0 DIAMETER VISE MEAN SEA LEVEL DEGREES 1 G-1 COVER SHEET- VICINITY MAP & LOCATION MAP 2. PORTIONS OF THE PIER WILL BE CLOSED TO PUBLIC ACCESS DURING CONSTRUCTION. = EQUALS N NORTH 2 G-2 DRAWING LIST, LEGEND, GENERAL NOTES & ABBREVIATIONS " INCHES, SECONDS NIC NOT IN CONTRACT 3 G-3 GENERALSITE PLAN 3. LOCATIONS OF EXISTING SURFACE FEATURES AND UTILITIES SHOWN SHOULD BE FEET, MINUTES NOM NOMINAL CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE # NUMBER (GRID) NO NUMBER 4 S-1 STRUCTURAL NOTES RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF NW NORTHWEST 5 S-2 DECK REFFLECTED PLANS- SHEET 1 SURFACE FEATURES AND UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND ABV ABOVE 6 S-3 DECK REFFLECTED PLANS- SHEET 2 AVOID OTHER SURFACE FEATURES OR UTILITIES NOT SHOWN HEREON WHICH MAY BE ACI AMERICAN CONCRETE INSTITUTE OC ON CENTER 7 S-4 DECK REFFLECTED PLANS- SHEET 3 AFFECTED BY THE IMPLEMENTATION OF THESE PLANS. SEE THE SPECIFICATIONS FOR ADD ADDITIONAL/ADDITIVE OPP OPPOSITE AVAILABLE RECORD DRAWINGS AND REFERENCE DOCUMENTS. AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION 8 S-5 REPAIR SECTIONS AND DETAILS- SHEETI AMP AMPLITUDE P/C, PC PRECAST 4. SUPPLY, INSTALL, AND MAINTAIN AT ALL TIMES FLOATING DEBRIS BOOMS AROUND ALL APPROX APPROXI MAT (-E, -LY) PC/PS PRECAST/PRESTRESSED ACTIVE WORK AREAS OVER THE WATER. APWA AMERICAN PUBLIC WORKS ASSOCIATION PL PLATE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS PS PRESTRESSED, PRESTRESSING S. KEEP ALL ON -SITE PROJECT AREAS CLEAN AT ALL TIMES BY SWEEPING. AWS AMERICAN WELDING SOCIETY PSF POUNDS PER SQUARE FEET PSI POUNDS PER SQUARE INCH 6. IN THE LAY DOWN AREA, INSTALL AND MAINTAIN STORM DRAIN INLET PROTECTION B BOTTOM PVC POLY VINYL CHLORIDE (CATCH BASIN FILTERS) IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY STORM WATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, VOLUME 2 TITLED CONC CONCRETE R, RAD RADIUS "CONSTRUCTION STORM WATER POLLUTION PREVENTION," CHAPTER 4, BMP C220. CONN CONNECTION R/C REINFORCED CONCRETE 7. ANY DAMAGE INCURRED TO ANY PART OF THE PIER OR TRESTLE NOT SPECIFICALLY DBL DOUBLE REINF REINFORC (-E,-ED,-ING,-MENT) DESIGNATED FOR DEMOLITION SHALL BE REPAIRED, REPLACED, AND/OR DEMO DEMOLISH OR DEMOLITION REQ'D REQUIRED RECONSTRUCTED BYTHE CONTRACTOR, AT IT'S OWN EXPENSE, TO THE PREDISTURBED DFL DOUGLAS FIR LARCH R&R REMOVE AND REPLACE CONDITION AS DIRECTED BY THE ENGINEER. DIA DIAMETER S SECONDS, SOUTH 8. SECURE AREAS FOR STAGING, LAYDOWN, STORAGE OF MATERIALS AND EQUIPMENT. DIP DWG(S) DUCTILE IRON PIPE DRAWING (-S) SCH SCHEDULE REFER TO THE SPECIFICATIONS FOR ADDITIONAL SITE ACCESS INFORMATION. SE SHT SOUTHEAST SHEET 9. DETERMINE THE ADEQUACY OF EXISTING STRUCTURES AND UTILITIES TO SUPPORT E EA EFFECTIVE THROAT EACH SIM SPA SIMILAR SPACE CONSTRUCTION EQUIPMENT AND LOADS. EHW EXTREME HIGH WATER SPEC(S) SPECIFICATION(S) 10. INSTALL AND MAINTAIN SCAFFOLDING, SHORING, BRACING, HANDRAILS, AND OTHER EL, ELEV ELW ELEVATION EXTREME LOW WATER SQ SQUARE MEASURES NECESSARY FOR VERTICAL AND HORIZONTAL SUPPORT. PROTECT WORKERS, EMBED EMBEDMENT SS STAINLESS STEEL UTILITIES, AND OTHER IMPROVEMENTS. EXIST, EX EXISTING SYMM SYMMETRICAL EQ EQUAL 11. FOR INFORMATION ON THE EXIST PIER, SEE THE REFERENCE DRAWINGS. T TOP f'c COMPRESSIVE STRENGTH TEMP TEMPORARY fy YIELD STRENGTH THRU THROUGH VERTICAL DATUM TYP TYPICAL GALV GALVANIZE(-D) UNO UNLESS NOTED OTHERWISE GR GRADE VERTICAL DATUM IS MEAN LOWER LOW WATER (MLLW) AS DEFINED BY THE NATIONAL OCEAN SERVICE FOR STATION 9447427, EPOCH 1983-2001 HDPE HIGH DENSITY POLYETHYLENE W/ WITH HPC HIGH PERFORMANCE CEMENTITIOUS W/0 WITHOUT MHHW 10.94 WSDOT WASHINGTON STATE DEPARTMENT VISE 6.43 IBC INTERNATIONAL BUILDING CODE OF TRANSPORTATION MLLW 0.00 IEBC INTERNATIONAL EXISTING BUILDING CODE WSE WATER SIDE EDGE IN. INCH (-ES) 1T JOINT KIP,KIPS KILOPOUND(-S) L LENGTH OF WELD LSE LAND SIDE EDGE cvnnRni Q. DRAWN BY JML " WSP USA Inc. 333019[h Avenue South Suite 300 DESIGN BY MAP Federal Way, WA 98003-2600 TEL: (206) 431-2300 CHECK BY CSB FAX: (206) 431-2250 PROJ MGR CSB REVISION DESCRIPTION TITLE X NORTH ARROW X-X SCALE: X" - X'-XX" PLAN, SECTION, DETAIL, OR ELEVATION X,X� SECTION, DETAIL, OR PIER/TRESTLE ELEVATION CALLOUT BENTjMLLgWfjjR DRAWING WHERE SECTION, Feb 11 2021 DETAIL OR ELEVATION IS CRY OFEDMONDS SHOWN OR CALLED FROM X PHOTO oErWjj 10ES X X-X APPROXIMATE PERSPECTIVE X-X SECTION OR ELEVATION CUT ISSUED FOR CONSTRUCTION CITY OF EDMONDS DRAWING NO. G-2 FISHING PIER REHABILITATION FIBER REINFORCED POLYMER REPAIRS PROJECT N0. A15.0130.00 DATE: 9/4/19 DRAWING LIST, LEGEND, GENERAL NOTES & ABBREVIATIONS SHEET NO. 2 OF 8 0 Z N N C N e Q c_ A �2/3SS REPAIR DEFICIENT CENTER JOINT REPAIRS UNDERNEATH PIER (7 Si Q n I0 o Imm oo o L_ ----------- p T J ------------------------------- (EXISTING FINGER PIER) o LIMIT OF WORK (OTO 3O, 4OTO 13 ) �O Em O EXISTING ROCK BREAKWATER I ri^rn1r% EXISTING FISH CLEANING STATION STRUCTURE W/ GABLE ROOF, PLUMBING FIXTURES,&SINK SURROUNDS % - o LIGHT POLE & FIXTURE - GUARDRAIL WIND BREAK SHELTER W/ BENCH WIND SCREEN AND BENCHES 1 KIOSK INFORMATION CENTER 1 GENERAL SITE PLAN SCALE:1"=20'-O" 20 0 20 40 scale feet BENT NUMBER, TYP FACE OF EXISTING NORTH MARINA BREAKWATER WALL LOW EXISTING NORTH BREAKWATER WALL L EXISTING RESTROOM / RANGER STATION RECEIVED Feb 11 2021 CITY OF EDMONDS DEVELOPMENTSERVICES MATCH LINE SEE ABOVE ISSUED FOR CONSTRUCTION o a DRAWN BY .1ML CITY OF EDMONDS DRAWING NO. G-3 WSPUSA Inc. FISHING PIER REHABILITATION 333019th Avenue South DESIGN BY MAP Federal Way, WA 98003-2600 PROJECT N0. A15.0130.00 Suite 300 FIBER REINFORCED POLYMER REPAIRS TEL: (206) 431-2300 CHECK BY CSB n FAX: (206) 431-2260 DATE: 9/4/19 n PROJ MGR cs6 GENERAL SITE PLAN SHEET N0. 3 OF 8 MARK REVISION DESCRIPTION BY APP. DATE GENERAL NOTES: ESTIMATED REPAIR QUANTITIES CODES AND STANDARDS ALL METHODS AND MATERIALS SHALL CONFORM TO THE FOLLOWING. INCASE OF A CONFLICT, THE MORE STRINGENT REQUIREMENT, AS DETERMINED BY THE ENGINEER, SHALL BE USED. USE THE CURRENT EDITION, IF NOT SHOWN. 1. THE INTERNATIONAL BUILDING CODE (IBC) (2015 EDITION) AND THE INTERNATIONAL EXISTING BUILDING CODE (IEBC) (2015 EDITION) AS AMENDED AND ADOPTED BY THE CITY OF EDMONDS. 2. ACI 318-11 BUILDING CODE REQUIREMENTS FOR CONCRETE 3. ACI 564R-14 CONCRETE REPAIR SPECIFICATION 4. STRUCTURAL AND MISCELLANEOUS STEEL FABRICATION AND ERECTION THEREOF SHALL CONFORM TO THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" (AISC 303) AND "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" (AISC 360). 5. AWS D1.1 STRUCTURAL WELDING CODE - STEEL 6. AWS D1.4 STRUCTURAL WELDING CODE - REINFORCING STEEL 7. WASHINGTON STATE 2018 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PREPARED BY WSDOT AND APWA. GENERAL 1. THESE NOTES CONTAIN GENERAL INFORMATION ONLY. VERIFY INFORMATION PROVIDED WITH THE SPECIFICATIONS AND OTHER DOCUMENTS AND BRING ANY CONFLICTS TO THE ATTENTION OF THE ENGINEER BEFORE BEGINNING AFFECTED WORK. THE ENGINEER WILL RESOLVE ANY SUCH CONFLICT. 2. VERIFY ALL DIMENSIONS AND DETAILS PRIOR TO FABRICATION AND CONSTRUCTION. 3. SUBMIT ALL SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. HIGH PERFORMANCE CONCRETE REPAIRS 1. PREPARE EXISTING CONCRETE AND HIGH-PERFORMANCE CEMENTITIOUS REPAIR MATERIAL SUBSTRATE PER ICRI GUIDELINE NO. 310.111. SUBSTRATE SHALL BE ABRASIVELY PREPARED TO ACHIEVE AN OPEN PORE STRUCTURE AND CSP-3 IN ACCORDANCE WITH ICRI GUIDELINE NO. 310.211 BY MEANS OF GRINDING, SAND BLASTING, SHOT BLASTING, OR PRESSURE WASHING. APPLICATION SURFACE SHALL BE CLEAN SOUND AND FREE OF STANDING WATER AT TIME OF APPLICATION. ALL DUST, LAITANCE, GREASE, CURING COMPOUNDS, AND OTHER FOREIGN MATERIALS THAT MAY HINDER THE BOND MUST BE REMOVED BEFORE INSTALLATION. 2. APPLY REPAIR MATERIAL TO MATCH THE ORIGINAL PROFILE UNLESS OTHERWISE NOTED. FIBER REINFORCED POLYMER REPAIRS 1. USE SIMPSON STRONG -TIE CSS-ES TWO -COMPONENT, HIGH STRENGTH, HIGH MODULUS EPDXY RESIN SYSTEM, TO PRIME SUBSTRATES AND PANELS FOR THE COMPOSITE STRENGTHENING SYSTEM (CSS) FABRICS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. CSS-EP CAN BE USED AS A HIGH-PERFORMANCE SUBSTRATE REPAIR MATERIAL. USE SIMPSON STRONG -TIE CSS-CUCF2224 UNIDIRECTIONAL, HIGH -STRENGTH, NON -CORROSIVE CARBON FABRIC, FIELD LAMINATED WITH CSS-ES SATURATE RESIN TO CREATE A CARBON -FIBER -REINFORCED POLYMER (CFRP) COMPOSITE ACCORDING TO MANUFACTURER RECOMMENDATIONS FOR REPAIR OF THE DEFICIENT CENTER JOINT REPAIRS. 2. APPLY REPAIR MATERIAL TO MATCH THE ORIGINAL PROFILE UNLESS OTHERWISE NOTED. THE REPAIRS AND EQUIPMENT/FURNISHING REPLACEMENTS DO NOT ALTER THE DESIGN LOADS NOR THE CAPACITY OF THE ORIGINAL DESIGN. LOCATION TYPE DETAIL QUANTITY UNIT 15 DOUBLE TEE CENTER JOINT S 785 SF Construction measures shall provide protection of water from debris and/or spills DRAWN BY JML " WSP USA Inc. 333019[h Avenue South Suite 300 DESIGN BY MAP Federal Way, WA 98003-2600 TEL: (206) 431-2300 CHECK BY CSB FAX: (206) 431-2250 PROJ MGR CSB RECEIVED Feb 11 2021 CITY OF EDMONDS DEVELOPMENTSERVICES ISSUED FOR CONSTRUCTION CITY OF EDMONDS DRAWING NO. S-1 FISHING PIER REHABILITATION FIBER REINFORCED POLYMER REPAIRS PROJECT N0. A15.0130.00 STRUCTURAL NOTES DATE: 9/4/19 SHEET NO. 4 OF 8 REVISION DESCRIPTION 3D GENERAL NOTES: CENTERJOINT LSE WSE WEB 3 WEB 1 WEB 4 WEB 2 SOFFIT, TYP 1. THE SOFFIT AND VERTICAL WEB SURFACES ARE UNFOLDED AS SHOWN IN THE FIGURE ABOVE. LEGEND: EXISTING CENTER JOINT REPAIR, SEE S-S ❑ FIBER REINFORCED POLYMER PANEL §I FIBER DIRECTION 24" STOCK WIDTH 1� WSE LSE WSE 'ED 21 )s VICES 4 0 4 8 LSE 0 1/4"=1'0 " scale feet ISSUED FOR CONSTRUCTION a DRAWN BY JML CITY OF EDMONDS DRAWING NO. S-2 WSPUSA Inc. FISHING PIER REHABILITATION 33301 M Avenue South DESIGN BY MAP Federal Way, WA 98003-2600 PROJECT N0. A15.0130.00 Suite 300 FIBER REINFORCED POLYMER REPAIRS TEL:(106)431-2300 CHECK BY CSB n FAX: (206)431-2250 DECK REFLECTED PLANS -SHEET 1 DATE: 9/4/19 PROJ MGR CSB SHEET N0. 5 OF 8 MARK REVISION DESCRIPTION BY APP. DATE 3D GENERAL NOTES: CENTERJOINT LSE WSE WEB 3 WEB 1 WEB 4 WEB 2 SOFFIT, TYP 1. THE SOFFIT AND VERTICAL WEB SURFACES ARE UNFOLDED AS SHOWN IN THE FIGURE ABOVE. LEGEND: © EXISTING CENTERJOINT REPAIR, SEE 4) S-S ❑ FIBER REINFORCED POLYMER PANEL BUTT JOINT TYPICAL PATCH CORE HOLE WITH HIGH PERFORMANCE CEMENTITIOUS REPAIR MATERIAL FIBER DIRECTION SMALL EXISTING CENTRALJOINT REPAIRS NOT FLUSH WITH SURROUNDING SURFACE DO NOT REQUIRE REPAIR, TYPICAL 1� WSE fA WSE LSE RECEIVED Feb 11 2021 CITY OF EDMONDS DEVELOPMENTSERVICES S LSE a 4 0 4 8 1,4"-1'-0" scale feet ISSUED FOR CONSTRUCTION �o �+ a DRAWN BY JML CITY OF EDMONDS DRAWING NO. S-3 WSPUSA Inc. FISHING PIER REHABILITATION 333019th Avenue South DESIGN BY MAP Federal Way, WA 98003-2600 PROJECT N0. A15.0130.00 Suite 300 FIBER REINFORCED POLYMER REPAIRS TEL: (206) 431-2300 CHECK BY CSB n FAX: (206) 431-2250 DECK REFLECTED PLANS -SHEET 2 DATE: 9/4/19 PROJ MGR CSB SHEET N0. 6 OF 8 MARK REVISION DESCRIPTION BY APP. DATE ID 4■ 10 WSE GENERAL NOTES: CENTER101NT LSE WSE WEB 3 WEB 1 WEB 4 WEB 2 SOFFIT, TYP 1. THE SOFFIT AND VERTICAL WEB SURFACES ARE UNFOLDED AS SHOWN IN THE FIGURE ABOVE. a m w LEGEND: 3 EXISTING CENTERJOINT REPAIR, SEE LSE S-5 11 T T NOT ACCESSIBLE FIBER REINFORCED POLYMER PANEL SMALL EXISTING CENTER JOINT REPAIRS NOT FLUSH WITH SURROUNDING SURFACE DO NOT REQUIRE REPAIR, TYPICAL SINK DRAIN SEAL EDGE OF DEFICIENT REPAIR WITH CSS-EP EPDXY IN AREAS BETWEEN CARBON FABRIC REPAIRS, TYP WSE :EIVED 111 2021 OFEDMONDS PMENTSERVICES 4 0 4 8 1,4" LSE -1'-°" scale feet ISSUED FOR CONSTRUCTION �+ a DRAWN BY JML CITY OF EDMONDS DRAWING NO. S-4 WSP USA FISHING PIER REHABILITATION 33301 9th Avenue South DESIGN BY MAP Suiteuite30300 Federal Way, WA 98003-2600 FIBER REINFORCED POLYMER REPAIRS PROJECT N0. A15.0130.00 TEL: (206) 431-2300 CHECK BY CSB o DATE: 9/4/19 FAX: (206) 431-2250 DECK REFLECTED PLANS -SHEET 3 PROJ MGR CSB MARK ATE REVISION DESCRIPTION BY APP. DSHEET N0. 7 OF 8 3D 16'-0"± DO NOT ALLOW HSS TO BEAR ON CONCRETE DO NOT BEAR HANGER HSS, TYP 3 EXISTING PC/PS EXISTING ON STEEL POST OR LOCATIONS PER CONCRETE DOUBLE CONCRETE CONCRETE FLANGE BAY MINIMUM 1p TEE, TYP TOPPING ------------- SHIM OVER WEBS, TYP REPAIR AREA M I � � Z J O ZD HAND RAIL, TYP EA SIDE —//7/ HEIGHT AS NECESSARY FOR SOFFIT ACCESS - \ BRACING AS REQUIRED rz�7 F7 F-71 / METAL \ PLANK, TYP W-0" MINIMUM EXISTING PC/PS CONCRETE PILE, TYP EXISTING GUARDRAIL TO REMAIN DECK EL 21.0± z v N O N n EXISTING I I CONCRETE PILE CAP HANGER TYP OF 6 I I MINIMUM y HSS �:EXTEND AS NECESSARY FOR ACCESS 177 MHHW 10.94 PREPARE SURFACE AND INSTALL DEFICIENT CENTER PANEL PER MANUFACTURER JOINT REPAIR RECOMMENDATIONS I EXIST STEEL PLATE & L 1 1/2 +I w g 00 UNIDIRECTIONAL RECEIt2l f CARBON FABRIC REPAIR / SCAFFOLDING WITH PLATFORM SHOWN FOR REFERENCE ONLY Feb 11 CIOFED45 MEANS AND METHODS FOR ACCESSING REPAIRS MAY VARY DEVE DOPI-M z — j A SECTION - SCAFFOLDING WITH PLATFORM 1 DETAIL T SCALE: 3/4"=P-0" SCALE: 4" = P-0" 1 0 1 2 2 0 2 4 v 3/4" - V-0"4" - V-0N scale feet scale inches ISSUED FOR CONSTRUCTION a DRAWN BY .1ML CITY OF EDMONDS DRAWING N0. S-5 WSPUSA Inc. FISHING PIER REHABILITATION 33301 M Avenue South DESIGN BY MAP Federal Way, WA 98003-2600 PROJECT N0. A15.0130.00 47 Suite 300 FIBER REINFORCED POLYMER REPAIRS TEL: (206) 431-2300 CHECK BY CSB n FAX: (206)431-2250 PROJ MGR CSB REPAIR SECTIONS AND DETAILS -SHEET 1 DATE: 9/4/19 SHEET N0. 8 OF 8 MARK REVISION DESCRIPTION BY APP. DATE