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HomeMy WebLinkAboutAS BUILTS 1990 THE BOEING TRAIL PHASE 1 WATERWALKBBL 10-22-90 Ljw r/ „ MAX 3�6 2-3/"DIAx6" H.A.S. 3 3012 SPACED 2" FROM rfi i� „ EA END OF PL CONC TOPPING 0 2=45 CONT — 1-3/"DIAx6" H.A.S. CTRD BETWEEN VERT STUDS NOTE: HOT DIP GALVANIZE METAL ITEMS AFTER FABRICATION. PL %9 x CONT (GALV) GALVANIZED ST L GRATING W / 2"x 3/6 " BRG BARS 0 %6 " OC GROUT CELL FULL LENGTH C8x 18.75xCONT (GALV) MITER AND WELD AT CORNERS ��-------y"- �S�'��AKr T8B 6)tee Sri rj 6 OF C8 8" BENT PL 3/ x l'-4" LG PROVIDE 3 PER P/C o PANEL FOR GRATING I SUPPORT AS SHOWN (18 TOTAL READ) P/C PANEL (PLAN) FACE OF BENT PL 3/ P /LE CAPFACE OF PILE CAP \--L2 EQ SPA SECTION S-8 GALVANIZED ST L GRAT I NG W / 2 "x 316 " BRG BARS 0 %6 " OC AX C8x 18.75xCONT (GALV) MITER AND WELD AT CORNERS TSB OF C8 r/ 6 J��i Yib F." a PL 3/x 10x 1'-0" W/ 4-3/"DIAx6" H.A.S. 0 6 " GAGE. PROV I DE ONE EA END OF CHANNEL (12 TOTAL REQD). GALVANIZE AFTER FABRICATION. 611 FOR P/C PILE CAP RST SEE© S-6 1'-611 1 —61' 3'-0" SECT ION j� 3/„ = 1,_0„ S-2 S-8 it T H F 11ROIRING A Joint Venture ""ALEriw" PARKS AND RECREATION JONES & JONES architects and landscape architects 105 south main street seattle. Washington 98104 (206) 624- 5702 DATE: 10/23/90 SHEET TITLE DRAWN: B. LAZARO BAR IS ONE INCH ON ORIGINAL DRAWING. o t„ WATERWALK - PHASE 1 M I SC DESIGNED:P. GUENTHER CHECKED: B, STEIN REVISED: IF NOT ONE INCH ON THIS SHEET, ADJUST �` SECTIONS AND DETAILS SCALES ACCORDINGLY. SHEET NO. 0 no JOB NO. 31800.090_/] e r A JOINT VENTURE: THE BOEING COMPANY 11!1w-Fj CITY OF RENTON PARKS & RECREATION architects and landscape architects JONES & JONES 105 south main street • seattle, washington 98104 • (206) 624-5702 Engineers *Planners • Economists • Scientists CH2M HILL 777108th Avenue NE • P.O. Box 91500 Bellevue, Washington 98009-2050 (206)453-5000 PHASE ONE SHEET NUMBER S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 E-1 Lake Washington 1 T c s Gene Coulon Park O Waterwalk DNR Boathouse \ Puget/ Power B n or o. d ` � D 0 Q o � 0 L N , City of Renton VICINITY MAP TITLE Cover Sheet Waterwalk Plan Partial Waterwalk Plan Partial Waterwalk Plan Partial Piling Plan Partial Piling Plan Waterwalk Sections and Details Waterwalk Precast Pile Cap Details Waterwalk Miscellaneous Details Waterwalk Miscellaneous Details Electrical Details BBL 7-13-90 WORKING POINT: CORNER OF EXST BOATHOUSE N185,841.46 E 1,658,858.89 \ N185 852.61 E1,658,784.21 ---__— —— INNER HARBOR LINE I� N84025'26 "E� I I cV I I EDGE OF EXST BOATHOUSEI N85025135 "E 1 16' I � ENLARGED w I o w U FRAMING PLAN, SEE ENLARGED S-2 I PILING PLAN, SEE S-4 SEE MASTER PLAN FOR TRAIL EXTENSION —f 12' 92' —---TP1--- 36' L A K E 182' W A S H/ N G T O N 24' - - - - - - - - - - - - - - - - - - - - - - - - \ 12' WIDE WATERWALK o i i (T YP) I _� i E ISTING I -----� BOAT HOUSE i DIMENSIONAL PLATFORM I PIVOT POINT FOR FUTURE �\ SHELTER �I -- - - - - - - - - - - - - --- - - - - - - - - - ENLARGED 30' l EXISTING CAUSEWAY FRAMING 2 AND PLATFORM \ PLAN, SEE ENLARGED S-3 --------� PILING EXST EDGE OF PLAN, SEE CONC APRON S-5 EXST WOOD RETAINING WALL NOTES: 1. HORIZONTAL DATUM: W ASH I NGT ON COORDINATE SYSTEM, NORTH ZONE (NAD 27). 2. SURVEYING INFORMATION BY HORT ON DENNIS & ASSOCIATES, MARCH, 1990, TO BE FIELD VERIFIED. 3. COORDINATES OF EXISTING BOATHOUSE SUPPLIED BY BOEING, TO BE FIELD VERIFIED. 4. EXACT SHORELINE LOCATION AND ELEVATION AT WALKWAY CATCH POINT SHALL BE DETERMINED BY THE CONTRACTOR. DIMENSIONS OF THE WALKWAY END PLATFORM SHALL BE ADJUSTED BY THE OWNER'S REPRESENTATIVE IN ACCORDANCE WITH FIELD DATA SUBMITTED BY THE CONTRACTOR. 5. CONTRACTOR SHALL FIELD VERIFY WATERWALK ALIGNMENT BASED UPON EX SURVEY MONUMENTS LOCATED BY THE OWNERS REPRESENTAT IV 6. VERTICAL DATUM: ALL ELEVATIONS SHOWN ARE BASED ON DECK OF EXISTING BOATHOUSE ELEVATION 25.50FT . CONTRACTOR SHALL ADJUST ELEVATIONS AS REQUIRED TO MATCH BOATHOUSE ELEVATION AND MAINTAIN RELATIVE ELEVATIONS AS SHOWN. LAKE WASHINGTON WATERLINES ASSUMED AS FOLLOWS: HIGH WATERLINE - ELEVATION 22.0 FT. LOW WATERLINE - ELEVATION 20.0 FT. 7• TP1 DESIGNATES APPROXIMATE TEST PILE LOCATIONS. SEE SPECIFICATIONS. 8. WATER WALK DESIGN LOADS: A. LIVE LOAD: 85 PSF B. WIND LOAD: 1988 UBC, 80 MPH, EXP C. C. SEISMIC: 1988 UBC ZONE 3, V = 0.14W 9. EXISTING FLOATING DOCKS AT BOATHOUSE (NOT SHOWN) SHALL BE REMOVED AND SALVAGED BY OTHERS. 10. CONCRETE DESIGN STRENGTH, Cc: A. CAST -IN -PLACE CONCRETE AND PRECAST PILE CAPS: 4000 PSI B. PRECAST HOLLOW PANELS: 5000 PSI 11. REINFORCING STEEL STRENGTH, F y = 60 k s i (40 k s i FOR TIES) EXISTING BULKHEAD / rP2 WATERWALK PLAN 1"=50' EXISTING EDGE OF BANK .,pRD L f V` _ l A Joint Venture � ��Y ° JONES & JONES ,� ZSfTHE BOEING ♦ ♦ ""Zrzw" architects and landscape architects « j 105 south main street seattl Washington625702 104 .:-'.11PARKS AND RECREATION TP3 ,�1 t I I _ 15' WATER EASEMENT I I INNER HARBOR LINE 'I N84025'26 "E 11 II Imo— EXST CONC 1 WATER PIPE I I 1 EXST EDGE OF CONC APRON DATE: 10/23/90 DRAWN: B. LAZARO DESIGNED:P. GUENTHER CHECKED: B. STEIN REVISED: GENERAL STRUCTURAL NOTES REINFORCING DETAILS E 1,660,078.01 .G 1. CLEARANCE FOR REINFORCING STEEL, UNLESS SHOWN OTHERWISE, SHALL BE 3" WHEN PLACED ON GROUND, FOR SURFACES EXPOSED TO WATER OR WEATHER - 1%" CLEARANCE FOR 95 BARS AND SMALLER AND 2" CLEARANCE FOR LARGER BARS. 2. ALL BENDS, UNLESS OTHERWISE SHOWN, SHALL BE A 90 DEGREE STANDARD HOOK AS DEFINED IN LATEST EDITION OF AC/ 318. 3. UNLESS INDICATED OTHERWISE, CONTRACTOR MAY SPLICE CONTINUOUS LONGITUDINAL PILE CAP BARS AT LOCATIONS OF HIS CHOOSING, EXCEPT THAT TOP BAR SPLICES SHALL BE LOCATED AT MIDSPAN AND BOTTOM BAR SPLICES SHALL BE LOCATED AT SUPPORTS. ALL REINFORCING BENDS AND LAPS, UNLESS OTHERWISE NOTED, SHALL SATISFY THE FOLLOWING MINIMUM REQUIREMENT: DETAIL OF REINFORCEMENT - LAP LENGTH BAR SIZE 96 OR SMALLER 47 1 #8 #9 410 11 CONC DESIGN STRENGTH 4000 PSI GR 40 TOP BAR * 32 DIA, MIN 1'-6" 2'-6" 3'-3" 4'-0" 5'-0" 6'-4" OTHER BAR 22 DIA, MIN 1'-0" 1'-9" 2'-4" 3'-0" 3'-8" 4'-6" GR 60 TOP BAR * 45 DIA, MIN 2'-0" 3'-8" 4'-9" 6'-0" 7'-8" 9'-6" OTHER BAR 32 DIA, MIN 1'-6" 2'-8" 3'-6" 4'-4" 5'-6" 6'-9" * TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 " OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. BAR IS ONE INCH ON ORIGINAL DRAWING. o v IF NOT ONE INCH ON THIS SHEET. ADJUST SCALES ACCORDINGLY. SHEET TITLE WATERWALK - PHASE 1 PLAN II SHEET NO. II 3-1 N N 185,852.61 E1,658,784.21 I LU LU � N CL a N Zz Lu m ED(2F- OF EXST BOAT HOUSE N 85025'35"E 16'-0'l INNER HARBOR L / NE N84025'26."E EXPANSION JOINT SEE S-7 Q EXPANSION JOI SEE S-8 12'-0" 6'-0" 52'-0" 10-CONNECTORS TO EXST BOATHOUSE BELOW o EO SPA.Q S-6 92'-0" 61'-0" 22'-3" !3144 "C,2910,1# 10G1 (TYP)- 25.40 —-------------r --- J---------- -- — -- -� ---- —'— i ------ T— i — 25.40 ---------- I-----1 — --- (� II bo EXP JT 15.5 0 �1 II C = = 20„„ / 4,-0 I I WALKWAY LUM/NAIRE I (TYP OF 5) SEE WORK POINT:�riil"' S C, 2#4 FUT RCPT D&JA<< CNAMyF Sc,e E. ( 85 ,841.46 t.dNL Ja�4r' yf 2#4 FUT RCPTS — I \ N 1 r - - - - - - E 1,658,858.89 E-1 24 10 FUT LTS 2 - CONN TO EXST IF ® - - _ 1# 10 G1 BOATHOUSE BELOW I J � S_6 f 3/ "C,2# 10,1 # 10G1 I CONNECT ION TOtt 25.40 EXST BOATHOUSE BELOW EX /STING BOAT HOUSE U) 25'50 SEE Z J w �— S-6 pt-rAIL Ct-"jd SEE SCHEDULECO U Z �W Uj E-1 �% 401 PNL B (EXST) 1201208 3-0,4W UP TO PHOTOCELL, " LOCATE 2'-0" ABOVE ROOF ! 2 C 2# ?2 19 12G1 !%" C,39121 PRECAST CONCRETE PILE CAPS BELOIti' SEE DETAIL Q 25.40 (TYP) ' � PANEL H2 PANEL H2 . ��, � �� _ SEE �,R\ o, Q —J zI � \ EDGE BOARD (TYP) Z 25.40 GALVANIZED STEEL �- � 'i✓'�``5.50 GRATING (TYP) 2{ O vW"Ra S41 t M 7- % p l-ier P ry. g 0" 4 -0 EXPANSION i 4'-0 cn - JOINT n CA a �Laioc5 FRO" ---- — � �- —------� I��'-gip — = i v) +� 1 PRECAST RIP RAP / CONCRETE EXST WOOD 'qZ PILE CAPS / RETAINING WALL w I O C I S-9 ® S-8 — - - - - -- ----- -- r M is. ,l N L PANEL H1 / MATCH ELEVATIONS EDGE OF EXST SEE OF EXISTING CONIC CONC APRON APRON SLAB Vcor3 Fllx.�rJ r•� tv(,• HE BOEING i EDGE OF BANK PART L 8 " = 1,-0„ E-1 EXST PLATFORM EXST CAUSEWAY (LUMINAIRES) PANEL LIVE LOAD 85 PSF, PLUS PANEL DEAD LOAD NOTE: SEE SECTIONS ® AND S-9 S-9 FOR GRATING CONNECTION DETAILS. P (EDGE LOAD IMPOSED BY GRATING, DEAD PLUS LIVE LOAD) GRAT I NG EDGE LOAD P/C PANEL P (/b IF OF MARK PANEL LENGTH) H1 500 H2 250 P/C PANEL LOADING DIAGRAM. NT S ELECTRICAL NOTES: 1. SURFACE MOUNT CONDUIT TO UNDERSIDE OF WALKWAY, (TYP). 2. CONDUIT EXPO UNDER WALKWAYS SHALL BE SCH 40 PVC; JUNCTION BOXES SHAILI- BE NEMA 4 X. 3. INSTALL CONDUIT EXPANSION FITTINGS AT EXPANSION JOINT LOCAT IONS. 4.SEE SHEET E-1 FOR ADDITIONAL ELEC ---------- WATERWALK PLAN ri—** s-i KEY PLAN NO SCALE A Joint Venture +�� BOE/A/G .�o PARKS AND RECREATION JONES & JONES architects and landscape architects 105 south main street seattle, washington 98104 (206) 624-5702 DATE: 10/23/90 DRAWN: B. LAZARC DESIGNED:P. GUENTHE CHECKED: B. STEIN REVISED: BAR IS ONE INCH ON ORIGINAL DRAWING. T. IF NOT ONE INCH ON THIS SHEET. ADJUST SCALES ACCORDINGLY. SHEET TITLE WATERWALK - PHASE 1 PARTIAL WATERWALK PLAN I SHEET NO. cr JOB NO. 31800.090 n �t M a h Z 3 7'-9„ I N dw I 36'-0" 10'-0" LG EMBEDDED PL FOR CONNECTION OF FUTURE RAMP FUTURE ACCESS RAMP TO SHELL LAUNCH (BY OTHERS) 20,-O" / / I 1101-01, 182'-0" INNER HARBOR LINE FUTURE SHELL LAUNCH Z f 3/ " C, 2# 10, 1 # 10G1 (BY OTHERS) i 25.33 ------------------ --- --------- �-i--------------------------------------------------------------------- -----, I I 1 11/ " C, 4#4, 2# 10, 19 10G1 I 0 -- EDGE BOARD (TYP) ®� S-6 I SLOPE 1 / C, 2910, 14 10G1 r-----+--------------- I ® 1 I (TYP) ` � I ll I - F I i; 25.40 RAMP EXPANSIONAIX 25.50 I' E ; 25.50 o 8 S-61 ®25.510 w S-8 ® 25.40 ; �; 25.40 1 25.40 ® ? .-- --- - - - - - - - - - - - - - - - - - - - - - - - - - ---- - -----7-----J� I / o Ii DIMENSIONAL C'oN7iZoL Typ rD PIVOT POINT �a(1_jw Go<. tr_ . UK-014*0& 5E A.fAr- S-6 25.50 � — L — — — — 1 � � I —i I \ >; L FAG 7�15 SrIIC o � - N 84°25'26"E ---- -- ------------------- -� Al o rc' �- N 8502535"E n.►nt�s CIP LANDING FOR - FUTURE ACCESS Ar,� ; 4i-x� FUTURE ACCESS RAMP RAMP (BY OTHERS) FUTURE SMALL CRAFT 5'-0 5'-0" 7'-6" LAUNCH (BY OTHERS) PILE CAP 45'-0„ N i PART I AL WATERWALK PLAN �2 %" = 1-0" S-1 I UP _DDED PLATE SHOWN. 2f �f m And ?G w rP I M � EMn opt w ? l� oq 7YP Eqv ;x4x 1'-8" 5W T, 0.----- PLAN PRECAST MFR PROVIDE ROUND HOLE (6 "MIN DIA) IN P/C PANEL FOR 2 % " D I A P I LE _ CAP Pipe vN (a" ROUND BARS -- - 8" 8„ 2% "D I Ax 1'-7" ROUND BAR. DRILL AND TAP FOR 1" DIA FUTURE ANCHOR BOLT. PROVIDE COUNTERSINK d AND REMOVABLE BRASS PLUG ' (16 TOTAL REOD) N-< TYP s/6 PL %x4x 1'-8" WELD 2 ROUND BARS TO FOR TYP RST EACH PL, TYP SEE© j (8 TOTAL REOD) S-6 SECTION =';pRD L � DETAIL 314 = 1,-01, THR 1001RING ATID AIU N, i SEE NOTE 2 Z' 121-011 CONCRETE TOPPING SLOPE RIDGE LINE FOR DRAINAGE TYPICAL WATERWALK SECTION A A Joint Venture BOE/NG TONES & JONES architects and landscape architects 105 south main street Seattle, washington 98104 (206) 624-5702 GROUT EDGE TO PROVIDE LEVEL MOUNTING SURFACE FOR EDGE BOARD EL VARIES, SEE PLANS EDGE BOARDS WITH 5/8" DIA SST TOGGLE BOLT 4'-0" OC (SEE NOTES) -MALLEABLE IRON WASHER (TYP) P/C PILE CAP BEYOND SEE PILE CAP DETAILS SHEET S-7 GROUT LONGITUDINAL JOINTS PER P/C PANEL MFR RECOMMENDAT IONS STEEL PIPE PILE BEYOND, FILL UPPER 10 FEET MIN WITH LEAN CONCRETE (TYP) 24,-0„ I 12'-0" LG EMBEDDED PL FOR CONNECTION OF FUTURE RAMP CONNECTORS FOR FUTURE SHELTER FOUR PLACES SEE Q + +' { t 1126.0 o II S-6 y �� 26. 33 13 I I I � I I 26.00 \ I I - i I I I I I + I I + . t LEAVE 8" TAILS COILED IN BOX FOR EXTENSION TO FUTURE PICNIC AREA RECEPTACLES AND LIGHTS AND TO FUTURE SHELTER LIGHTS. EDGE BOARD NOTES: 1. PROVIDE M I N I UMUM OF 2 EDGE BOARD ANCHORAGES PER BOARD, ONE SPACED 6" FROM EA END, REMAINDER @ 4'-0" O.C. 2. ALTERNATE DIMENSION BETWEEN ADJACENT EDGE BOARD ANCHORAGES AS SHOWN. 4'-0,1 O MAX. I TOP OF DECK— 3. AT CONTRACTOR'S OPTION, EDGE BOARD SHALL BE EITHER A TREATED SOLID SAWN 4" X 16" OR A TREATED 31/8" X 15" GLUE - LAMINATED BEAM. THE GLB SYSTEM IS PREFERRED. SEE SPECIFICATIONS. ------------ KEY PLAN NO SCALE DATE: 10 23/90 SHEET TITLE DRAWN: B. LAZARO BAR IS ONE INCH ON DESIGNED:P. GUENTHER ORIGINAL DRAWING. CHECKED: B. STEIWATERWALK - PHASE 1. N 0 t" REVISED: IF NOT ONE INCH ON THIS SHEET, ADJUST PARTIAL WATERWALK PLAN SCALES ACCORDINGLY. TYPICAL SECTION AND DETAIL SHEET NO. 8-3 PARKS AND RECREATION JOB NO. 31800.090 BBL 7-13-90 INNER HARBOR LINE N84025'26"E EDGE OF EXISTING BOATHOUSE N85025'35 "E 1�-6 P406 =P4013 cl _... _ - P402 1 _ - ----------------------------- r. I 121-011 i 51-311 30'-0" 30'-011 30'-011 31-31 9'-011 l'-61, EXST PILES 31-01' SEE LEGEND P433 `O P435 �P437 _^ O - 'o � r, P432 P434 LOT P436 P438 _CO • C 18 •' C 1B '� C 1B P439 � i -� P440 • O • P441 � ; 39Fr 4Fr S I �— P426 ,r• I I CIF I i • 1 I I • • I IF*. 111i I • • i P41k�21— ---- ------ � i I P422 C3 i ± i EXST BOATOU j OUTLINE OFH SE EXST PILES (TYP) I I j I I I i I I I O i�------------ -� Nu _ �II�� 4a►.i - `�� . r i.��, �, ift p�lEs 43► 43 T� rv' aA41 y i tTHE EING Rx A I L i • PARTIAL PILING PLAN V8 „ = 11_01. A Joint Venture $ BOE/NG NTH PARKS AND RECREATION S-1 JONES & JONES architects and landscape architects « 105 south main street seattle, washington 98104 (206) 624-5702 DATE : 10/23/90 DRAWN: B. LAZARO 7BARNE INCH ON DESIGNED:P. GUE'�THER DRAWING. CHECKED: B. STEIN V REVISED: NE INCH ON ET, ADJUST SCALES ACCORDINGLY. PILING NOTES: 1. IF APPROVED BY THE OWNER'S REPRESENTATIVE, PULL EXISTING PILES THAT CONFLICT WITH NEW PILE INSTALLATION. 2. SEE PILE SCHEDULE, SHEET S-5, FOR REQUIRED PILE CAPACITIES. 3. ARROW INDICATES A BATTER PILE, SKEWED IN DIRECTION OF ARROW. BATTER 10:3V. 4. PILE SPLICING ALLOWED AS SPECIFIED. 5. FIELD VERIFY LOCATIONS OF ALL EXISTING PILING PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES FROM THESE DRAWINGS TO THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCT ION. LEGEND SKEW 100 UNLESS NOTED -� NEW STEEL PIPE PILES ' AND (SEE SCHEDULE) AND EXISTING TIMBER PILES TO REMAIN AND t<?y� REMOVE EXISTING TIMBER PILES TO ELEVATION -2.0 OR BELOW. INDICATES PRECAST PILE CAP MARK C2 SEE SHEET S-7. SHEET ---I P401 INDICATES PILE MARK PILE —J I I PILE NUMBER KEY PLAN NO SCALE SHEET TITLE WATERWALK - PHASE 1 PARTIAL PILING PLAN SHEET NO. c JOB NO. 31800.090 iv 1 BBL 6-26-90 N 0 M 33'-0" DIMENSIONAL PIVOT POINT co I w P501 P502 P503 (j) o 4 rn ' LU P504 LU LU LIJ �1-' 2I U QW co (V C') M � O C Z Z CAP 0 I PILE MARK TYPE * SIZE * * CAPACITY (TONS) MIN TOE ELEV (FT) P401 S 10 20 -35 P402 S 10 20 -35 P403 S 10 20 -35 P404 S 10 10 10 10 20 -35 P405 S 20 -35 P406 S 20 -35 P407 B 20 -35 P408 S 10 20 -35 P4N B . 10 20 -35 P410 S 10 20 -35 P411 S 10 20 -35 P412 B 10 20 -35 P413 B 10 20 -35 P414 S 10 20 -35 P415 S 10 20 -35 P416 S 10 20 -35 P4 77 S 10 20 -35 P418 S 10 20 -35 P419 S 10 20 -35 P420 B 10 20 -35 P421 B 10 20 -35 P422 S 10 20 1 -35 191-3„ �301-0„ 30'-0" 30'-0" 30'-0" INNER HARBOR LINE +N84°25'26"E FUTURE SHELL LAUNCH (BY OTHERS),,, ---------------------------------------------------------------------------�-i I I C1D (rz------------------------------------------------------ P526 -- Hff)q 527 P521 ' z_ o + 90a i a -•� I � 90/z P528 � P729 P514 /�— P517 iz--P522— ----------------r-- — P529 r - FUTURE SMALL CRAFT I " LAUNCH (BY OTHERS) I �i L----------------------------- A/oit P519 co �- — 77+tt. Pr kos 2Ju T� S#oi� c 1cop r,1'�—Ta 30'-0" PARTIAL PILING PLAN PILE SCHEDULE PILE MARK I TYPE * SIZE j * * CAPACITY I MIN TOE (TONS) ELEV (FT) P423 S 10 20 -35 P424 B 10 25 -40 P425 B 10 25 -40 P426 S 10 20 -35 P427 S 10 20 -35 P428 B 10 20 -35 P429 B 10 20 -35 P430 S 10 20 -35 P431 S 10 20 -35 P432 S 10 20 -35 P433 S 10 20 -35 P434 S 10 20 -35 P435 S 10 20 -35 P436 S 10 20 -35 P437 S 10 25 -40 P438 B • 10 20 -35 1 P439 S 10 25 -40 P440 B -10 20 -35 P441 S 10 25 -40 NOTES: PILE TYPE MARK * SIZE * * CAPACITY 1 MIN TOE (TONS) ELEV (FT) P501 S 10 25 -40 P502 B 12 30 -40 P503 � S 12 30 -40 P504 j B 12 30 -40 P505 S 10 25 -40 P506 S 10 25 -40 P507 B 12 30 -40 P508 B 12 30 -40 P509 S 12 30 -40 P510 B 12 30 -40 P511 B 12 30 -40 P512 S 10 25 -40 P513 S 12 20 -30 P514 S 12 20 -30 P515 S 12 30 -40 P516 B 10 25 -40 P517 S 12 30 -40 P518 B 10 25 -40 P519 S 12 30 -40 P520 1 S 12 25 -35 P521 B 12 30 -40 P522 S 12 25 -35 1. * S = STRAIGHT PILE, B = BATTERED PILE * * 10 = 10" DIA STD PIPE PILE, 3/8" WALL THICKNESSS 12 = 12" DIA STD PIPE PILE, 3/8" WALL THICKNESS 2. VERTICAL DATUM FOR PILE TOE ELEVATIONS IS BASED ON F I N I SHED FLOOR ELEVATION OF BOE ING BUILDING 4-82/4-81. ASSUMED AS ELEVATION 27 (FIELD VERIFY) H E 10DOEING A Joint Venture + �$ BOE//VG To PARKS AND RECREATION S-1 PILE MARK TYPE * SIZE CAPACITY * * (TONS) MIN TOE ELEV (FT) P523 S 12 25 -35 P524 B 12 30 -40 P525 S 12 25 -35 P526 S 12 25 -35 P527 B 10 20 -35 P528 B 10 20 -35 P529 S 10 25 -40 P530 S 10 20 -35 P531 S 10 20 -35 P532 S 12 30 -40 P533 B 10 20 -35 P534 B 12 30 -40 P535 B 12 30 -40 P536 B 10 20 -35 P537 S 12 30 -40 - P538 S 12 30 -40 P539 B 10 20 -35 P540 B 12 30 -40 P541 B 12 30 -40 P542 B 10 20 -35 P543 S 12 30 -40 JONES & JONES architects and landscape architects 105 south main street seattle, washington 98104 (206) 624-5702 C1A lr� 14,_9„ I, 10,_9„ i, 10'-9„ INNER HARBOR LINE Iz- P532 Ja /o �' P533 j P539 � i � P534 P540 � JL P535 PS41 �� la � P536 P542 ,� LEGEND SKEW 70" UNLESS NOTED AND NEW STEEL PIPE PILES (SEE SCHEDULE) AND EXISTING TIMBER PILES TO REMAIN AND ( REMOVE EXISTING TIMBER PILES TO ELEVATION -2.0 OR BELOW. C1 INDICATES PRECAST PILE CAP MARK SEE SHEET S-7. SHEET P501 INDICATES PILE MARK PILE PILE NUMBER KEY PLAN NO SCALE DATE: 10/23/90 BAR IS ONE INCH ON ORIGINAL. DRAWING. 0 t" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. SHEET TITLE WATERWALK — PHASE PARTIAL PILING PLAN AND- PILE SCHEDULE' DRAWN: B. LAZARC DESIGNED:P, GUENTHER CHECKED: B. STEIN REVISED: SHEET NO. a C= JOB NO. 31800.090 #4 EA CELL FIELD BEND INTO CELL CONC CLOSURE - EDGE BOARD WITH 5/"DIAxl2" SST AB 0 4'-0 "OC SEE EDGE BOARD NOTES, DETQ S-3 FOR P/C PILE CAP PST SEE SHT S-7 2—#4 TYP EA PANEL VOID 1'- 8 11 #4x5'-0" TYP EA CELL FOR TYP CAP PST SEE© R" "2 CLR PRECAST MFR SHALL SLOT PANELS AS READ FOR INSTALLATION OF PST AND VERT BARS FROM PILE 2-46 TOP CONT -- —WWF 12x 12—D4xD4 CTRD IN TOPPING �a (TYP) 3'-011 SECT ION B 314 =1'-0" S-2, S-3, S-6 S-8, S-9 PROVIDE UNIFORM 11_611 11_611 BEARING SURFACE 3'-0" SECT ION C 3/ 11=11_011 S-2 rrrcly i Ut UNIFORM v, BEARING ^- SURFACE EXST BOATHOUSE WALL EXST BOATHOUSE DECK - -------I SEE NOTE: MFR SLOT P/C HOLLOWCORE PANELS AS REQ'D FOR PST INSTALLATION. EXST BOATHOUSE NEW WATERWALK SYSTEM 2'-0" REMOVE EXST 2" DIA PVC CONC TOPPING PIPE. MAINTAIN AIR AND REPLACE W/ VOID AROUND CONTINUOUS NEW THREADED ROD TOPPING W/ WWF SAWCUT EDGE .�.;,: .� ;� o� ;, , ;,. +.+`•4' ;:, ,,.�:<.�:;,., . ;; , ,.-; i CELLS -- -- ----- : - — —.21 \ 3/" DIA THREADED PL3 PLACE PLATE SO. EA END. RODS W/ FASTENERS AS FAR TO REAR EA END OF CELL AS DAM EXST CELL AS POSSIBLE REQ'D TO PROVIDE SECTION PROV I DE SLOT IN NEW l'-0 CONC EMBEDMENT PLANK. PROVIDE TO EA SIDE OF ROD DAMS /N CELLS 1'-0" ----� MIN EA SIDE OF SLOT EXST GROUTED CEL CUT SLOT FOR NEW ROD (TYP) NOTE: SEE SHEET S-2 FOR CONNECTOR LOCATIONS. CONNECTOR - DETAIL 13M 1 " = 1'-0" (10 CONNECTORS REQ'D) S-2 51_0!1 51_0" 47012" TOP W/ 1800 HOOK EA END WWF 12x 12—D4xD4 #7012" EF SLOPE if L�� I 1 Mx x z z x >< x z x x • • • `j, • • . • • _• w — —_=VIII PL3/ x 1'-2 "x 10'-0" W/�-3/"DIAx6" H.A.S. @ 12 "OC Ijl C/P LANDING SLAB _r! 97@12" BOT W/ 180' HOOK EA END GALV AFTER FABRICATION I START STUDS 6 " j P/C PILE CAP FROM EA END I NOTES: (TYP) 1'-6" l'-6" 1. FOR TYP P/C PILE 3'-0" CAP RST , SEE SHT S-7 2. DISCONTINUE EDGE BOARDS @ EMBEDDED PLATE LOCATIONS. SECTION 3. SEE © FOR EDGE 3/ „ _ 11_011 S-3 BOARD ANCHORAGE. 6—j 96x3'-0" DOWELS012"OC 98@12" CTRD /N P/C PANEL I i x z x x x x x z • . • #7012" 2—#5x 14'-0" CTRD ON LANDING. GROUT CELLS 2'-6" PAST LANDING EA SIDE SECT ION E 3/ 11 = 11_0,1 S-3 NEW WATERWALK SYSTEM PLACE NEW WATERWALK ADJACENT TO EXST BOATHOUSE PLATFORM AND GROUT AS REO'D TO OBTAIN UNIFORM BEARING SURFACE I 3%" PIPE i %" DIA AIR HOLE @(t P/PE I �N \N ^ 6-3/4" DIA HEADEDANCHOR STUDS @ 9" GAGE - — FOR PST SEE © BASE PL 1114 " x 12" SQ. I 6 PL3/ 11 x 11_8„ �W/ 2314" DIA x 6" H.A.S. @ 12" O.C. GALVANIZE AFTER FABRICATION. START STUDS 6 FROM EA END OF PL (TYP) CONC TOPPING x x x x O� O p O I PRECAST PILE CAP EDGE OF NE • NOTE: 1. SEE PLANS FOR READ PLATE LENGTHS. 2. DISCONTINUE EDGE BOARDS @ EMBEDDED PLATE LOCATIONS. 3. FOR SIMILAR REINFORCING, SEE SECT ION F 3�„ = 11_011 S-/� A Joint Venture JONES & JONES architects and landscape architects 105 south main street seattie. Washington 98104 (206) 624-5702 EXISTING BOATHOUSE 3,- 3 11 4" DIA STD PIPEN7 '<%�oLa ��•a Tcij S �4-1" DIA /J i EPDXY ANCHORS 2'-3" r_ CV — -- —------- ---- ------- -------- --E— — i °°� Ty P > 114 NEW PILE 8 PILE CAP EMBED MENT 1 I 2!_0!, i !(FIELD VERIFY) i I SECTION I CONNECTOR -DETAIL 1 = 170 (2 CONNECTORS REO'D EAST END OF EXST BOATHOUSE) NEW WATERWALK SYSTEM EXISTING BOATHOUSE 21-011 VL \/l 1%/1 V I FOR CONNECTION DETAILS NOT SHOWN SEE CONNECTOR DETAIL rJ� Ili = 1'-0" (1 CONNECTOR REQ'D) S-2 PLACE BASE PLATE @ MID —HEIGHT OF EXST PILE CAP EXST PILE CAP NOTES: 1. HOT DIP GALVANIZE AFTER FABRICATION. 2. SEE SHEET S-2 FOR CONNECTOR LOCATIONS. I NG � AND 'VNECTOR DATE: 10/23/90 ZEN SHEET TITLE DRAWN: B. LAZARO 13AR IS ONE INCH ON ORIGINAL DRAWING. o r IF NOT ONE INCH ON WATERWALK - PHASE 1 A SECTIONS AND DETAILS DESIGNED:P. GUENTHER CHECKED: B. STEIN REVISED: THIS SHEET, ADJUST VD SCALES ACCORDINGLY. SHEET NO. O O JOB NO. 31800.090 1'-6„ 1' 6 911 9 11 LONGITUDINAL 7 BARS, SEE ©8� S-8 S-8 (TYP) o 1'-6 fix 1'-6 fix 7„ 1 BLOCKOUT BELOW CLR (TYP) -y 2 "CLR 3 EQL L In PILES a EQ. SPA. i 9" 9" INTERIOR PILES 0-1, SEE PILE CAP SCHEDULE 1-6 #4 TYP (TYP) BETWEEN BLOCKOUT S (4 P) il���l®I■I■I■I■L■i®1■�i ■ill_®I■1■1■(■1■1■I_�I� 12 CLR SP 94 TIES 0 6" OC MAX #4 TYP AT 94 BLOCKOUT PILE LOCATION BELOW TYP /12 CLR r- 3 EQL 2"CLR I SP M S-8 NOTES: 1. P/C HOLLOW CORE DECK NOT SHOWN. 2. TYPICAL INTERIOR PILE BLOCKOUT AND REINFORCING SHOWN. 3. SEE PILE CAP SCHEDULE FOR NUMBER OF INTERIOR PILES RE?'D. PLAN - P/C PILE CAP (MARK C1A C1B C1C C1D C1E C1F C1G � DETAIL- !12 „ =1'-0„ S-4, S-5 LONGITUDINAL BARS, SEE �&6m_� S-8 S-8 (TYP) L n PILES 0 EQ SPA 9" 2'-10" INTERIOR PILES SEE PILE CAP SCHEDULE S'8 1'-6" I 2'-10" 9„ 94 (TYP) TYP 1'-1 " ± u4 BETWEEN BLOCKOUT S (TYP) , #4Ltj Iasi i�ii■1�1111■I�i,�i�l■I■1■��iiH!i�iil�l�!�,. ■I�lNl� MONIiiiiiiil�!■!�l■ 1■I!l�I�!■!�!l��7. i■i■!i!■i■�iiliE Bill! ES MEN 2"CLRII 12" CLR- 6 EQ SP 12" CLR 3 EQ SP \ #4 TIES 06"±OC MAX TYP AT 44 n BLOCKOUT J L J PILE LOCATION BELOW TYP 12 1'-6„x2'-10„x7„ CLR BLOCKOUT BELOW (TYP EACH END) 6 EQ 2 "CLR SP M S-8 NOTES: 1. P/C HOLLOW CORE DECK NOT SHOWN. 2. TYPICAL INTERIOR PILE BLOCKOUT AND REINFORCING SHOWN. 3. SEE PILE CAP SCHEDULE FOR NUMBER OF INTERIOR PILES REQ'D. PLAN - P/C PILE CAP (MARK C2 C2B C2 C2 C2 C2 � DETAIL S " =1'-O„ S-4, S-5 R'DLj"� .'�E-N. AIL 7, rUft J1101LHl-t Ut I H/LJ JtL I � 2. P/C HOLLOW CORE DECK NOT SHOWN. PLAN - P/C PILE CAP (MARK C3 DETAIL 6 " =1'-0" 3-4 TYP CAP RE I NF SEE DETAIL EXTEND HOR TO O.F. OF C TERMINATE V HOOK (TYP) 3 ADDL DEQS CAP Er (TYP) NOTES: 1. FOR SIMILAR DETAILS SEE 2. P/C HOLLOW CORE DECK NOT SHOWN. PLAN - P/C PILE CAP (MARK C A Joint Venture ""AMANG I DETAIL %71 12 „ _ 1'-0„ S-4 JONES & JONES architects and landscape architects 106 south main street seattle. Washington 98104 (206) 624-5702 CfiMH1l1 2-#3 T8B 1'-0" PILE LOCATION BELOW TYP P-6"x2,-10„x7„ BLOCKOUT BELOW (TYP) v PILE CAP SCHEDULE PILE CAP MARK LENGTH L (FEET) NUMBER OF INTERIOR i PILES (n) REQUIRED SEE DETAIL NUMBER C1A 12'-0" 0 C �B 8'-0" 0 C iC 16'-0" 0 C ID 12'-0" 1 C �E 22'-0" 3 C �F 12'-0" 2 C 1G 16'-0" 1 C2 161_011 1 0 C2B 22'-0" 3 C2 22'-0" 1 C2 12'-0„ 0 0 C2 24'-0" 2 5 C` -011 161 1 C3 SEE DETAIL 0 C4 SEE DETAIL O 3/6 / 3"x 6 " H.A.S. 3 @ 1'-0 "OC (TYP) /6 STAGGER HOR/Z AND 12 " VERT STUDS 2-#5x 10'-0" GROUT CELL SOLID TO END OF BARS NOTE: GALVANIZE STEEL ITEMS AFT ER' FABR /CAT ION (EXCEPT SST). o IT SST PL 3/8 xREQD. MATCH TOPPING SLOPE EXP JT SEE® FOR SIM DETAILS S-8 8„ BENT PL o 3/ x CON 114 V �r� H°e►� sr&,n �{./,p 11 x x % x '-6" LG L6 6 2 0 PROVIDE TWO PER PANEL INSET 6" FROM EACH EDGE SECT ION � 12 " = 1'-0" DATE: 10/23/90 SHEET TITLE DRAWN: B. LAZARO BAR IS ONE INCH �ON THER ORIGINAL DRAWING. CHECKED B. STEIN WATERWALK - PHASE 1 REVISED: � IF NOT ONE INCH ON PRECAST PILE CAP THIS SHEET, ADJUST SCALES ACCORDINGLY, DETAILS S-2 SHEET NO. a JOB NO. 31800.090 s � • i-- • • �i= CAP WWF 12x 12—D4xD4 CTRD /N TOPPING (TYP) 2—#6 TOP 2'-0"(TYP) ROUGHEN SURFACE CONC TOPPING _ —' PRIOR TO CASTING CLOSURE THICKNESS VARIES (TYP) C/P CONC VOID DAM CLOSURE (TYP EA CELL) PROVIDENT UNIFORM x x BEARING —,--e x ., ° < x x , NOTE: SURFACE ° TYP •. o,o Ali I° °- ° :° 0 r- _ HOLLOWCORE PANEL MFR SHALL SLOT 12" THICK P/C HOLLOW CORE PANELS #4 TIES (TYP) P/C PILE CAP • I I I r- -1 • .I I • LI I 5 i 2'-21 1 1511 3RG 3'-011 BR9 SECT ION rL"� 3/ „ _ 1,-0„ S-7 cr ' PANELS AS REOD FOR N INSTALLATION OF U !� CLOSURE CONCRETE AND REINFORCING. #4x 5'-0" EA CELL (TYP) 4-#7 BOTTOM IN P/C 4-#6 TOP J PILE CAP 2-#6 TOP 5'-0„ CAP 2-94 3'—oir ABOVE PILES BEND 90° AT 511 21 2" 5" 1'-6" OUTSIDE FACE OF PILE CAP R R (TYP) — #4 (TYP) 6�� 4—#7 BOTTOM 4—#6 TOP 3 IN P/C CONC TOPPING PILE CAP EL VARIES, SEE PLAN o: x x ROUGHEN SURFACE 'a ° PRIOR TO CAST / NG CLOSURE ° o 12" THICK P/C • • U U HOLLOW COREx o ° co•— O PANELS • ° Q • Lu #4 TIE °, GROUT (TYP) ° CUT PILE OFF AT PRECISE 1" GAP P/C PILE ELEVATION TO ACHIEVE PROPER CAP WATERWALK ELEVATION. g'I STEEL PIPE PILE 1'-6"SQ 1'- 0;' 100 FILL TOP 10 FT MIN BLOCKOUT PER PILE W/ LEAN CONC90,111" (TYP) 1 "GAP -- GROUT SECTION M 314 1/ _ 1'-O 11 C-7 PILE 1'-o„ 0 Icn F 2—#5 TYP EA PILE M NOTE: ,..J,-„ I J- I i I , L-I- • \.L- L PLANS FOR LOCATIONS FOR RE /NF NOT SHOWN SEE PILE CAP DETAILS SECT ION N 314 _ 1,_0„ S_7 RD L. EXPANSION JT FOR SIMILAR DETAILS, SEE 2—#6 TOP to x • � —a-a —tea- x . - 00 •° Is • 1 1• • 1 1 a r— i _ FOR P/C PILE CAP PST GAP I I SEE SHT S-7 I t I I SECT ION 3/ „ _ 1'-0„ S-2 NOTE: FOR SIMILAR PST DETAILS SEE® S-6 CONC CLOSURE CAP 1" CLR _ 1 2'-0" CONC TOPPING MIN x x x ° x °f7====0x x o / a 1 5/ "D I Ax 5'-0 "LG ° ° o o ° ° SMOOTH BAR ° 5/ " ID X 2" PLASTIC EXP CAP W / 1 " STYROFOAM PILE CAP BETWEEN DOWEL AND END "DG OF CAP. TAPE TO BAR % l FOR WATERTIGHT SEAL 1 (TYP EA CELL) I SECTION i 1 II / EVAZOTE 380 / EXPANSION JOINT 3/ "D I Ax 6 " H.A.S. @ 2'-0 "OC —SST L2 x 2x 1/ " x REQ'D \ MATCH SLOPE OF TOPPING "D/Ax5'-0"LG 2" MIN TOPPING ;SMOOTH STEEL BAR AJ 0 uTHICKNESS �OATED WITH A FUSION SOLIDS / � 6 PONDED 100% /� — (EPDXY WITH TFE LOBE / EVA PDX OR GREASE LUBE — I BONDER 1 - - - - SONOFLEX EXPANSIOI`�1 I JOINT FILLER I 1" THICK - I 0 ROUGHENED - 1 I �\ o SURFACE o % "x 4 "x REJ'D 60 DUROMETER - NEOPRENE BEARING \� _ �N / PAD. BOND TO PILE 0 CAP W / CONTACT i CEMENT i i 11 4 1/ NOTES: 1. INSTALL EXPANSION JOINT PER MANUFACTURER'S RECOMMENDATIONS. 2. EVAZOTE 380 EXPANSION JOINT, EVA PDX BONDER 1 AS MANUFACTURED BY EPDXY INDUSTRIES INC., RAVENA, NY, OR EQUIVALENT. 3. SONOFLEX EXPANSION JOINT FILLER AS MANUFACTURED BY SONNEBORN BUILDING PRODUCTS MINNEAPOLIS, MN, OR EQUIVALENT. ,",rHE 'ID' OEING T 'DAIL 11�. EXPANSION JOINT DETAIL 1�61 v,s s2 s A Joint Venture JONES & JONES architects and landscape architects 106 south main street Seattle, Washington 98104 (206) 624-5702 EDGE BOARD (TYP) S-9 4 REPLACE REMOVED PORTION OF EXST WOOD RETAINING WALL WITH NEW TREATED TIMBERS AND PROVIDE POSITIVE CONNECTION TO BOTH EXST WOOD WALL AND THE CONCRETE P I LECAP, BACKF I LL VOID BEHIND WALL TO 95% COMPACTION W / IMPORTED GRANULAR FILL MATERIAL AS SPEC'D 2" ASPHA�T PAVEMENT k EX IST ING 1CONC CURB SAWCUT & REMOVE SAME WIDTH AS NEW WATERWALK EXISTING CONC APRON Ar" f z czzl, �0/ C "Af" , CONTRACTOR TO PROVIDE PERMANENT SHORING AS REQ'D TO RETAIN EXISTING BACKF ILL BEHIND WALL AND PREVENT UNDERMINING OF EXISTING CONCRETE APRON. SUBMIT DETAILS FOR REVIEW PRIOR TO CONST, — NEW PILE VC1 i1 HILL EXST RIP RAP, REMOVE AS 0 _ = REO'D FOR CONS. AND REPLACE — — FOLLOWING CONSTRUCTION i , EDGE OF BANK Lu t— Q =w Lu Q� w� Cr p X -� LLLu�- 'ley rJ - C, �I CI- 1 MATCH ELEVATIONS PLATFORM PLAN 8 _ • • .� /ty Af EXST WOOD RETAINING WALL REMOVE AS REO'D FOR NEW CONSTRUCTION EXISTING APRON EXST CONC CURB SAWCUT AND REMOVE @ NEW PAT H EXTEND SHORING BEYOND EXCAVAT ION LIMITS AS REQ'D S-2 S-4 '51, 6 ! v % " Rah E,7b 6" MIN COMPACTED ,eg�� shed T GRANULAR FILL 44 TIES @ 6" O.C. GRATING. FOR ' BETWEEN P/C PANELS CONNECTT ION 2 ADDL 95 X 7'-8" LG DETAILS SEE BETWEEN P/C PANELS ® & S—g S—g P/C PANEL BEYOND P/C PILE CAP SEE TYP. DETAILS EXISTING RIP RAP REMOVE AS REQ'D FOR NEW CONSTRUCTION REPLACE FOLLOWING CONSTRUCTION 0 EXISTING WOOD RETAINING WALL. REMOVE AS REQ'D FOR NEW O CONSTRUCTION `7 NOTE: FOR ADDITIONAL DETAILS, SEE Q SECT ION P 2 DATE: 10/23/90 SHEET TITLE DRAWN: B. LAZAROGUENTH BARORIGINAL IS ONE DRAWING. ON WATERWALK - PHASE 1 DESIGNED:P. GUENTHER ORIGINAL DRAWING. CHECKED: B. STEIN o T. '' REVISED: PILE CAP IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. SECTIONS AND DETAILS SHEET NO. no c, O JOB NO. 31800.090