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HomeMy WebLinkAbout2004 - Eagle Creek Bridge i i i ' '> ,_ '--6 7 8" GUARDRAILI �-�--6 7 8" GUAR�RAIL 4' - 7 8" GUARDRAIL 5'--�" GUA DRATL 1 — GUARDRAIL 1 - --� 7 8 GUARDRAIL 1 7 8 GUARDRAILI �- w f S"I DEWALK SIDEWALK w I STRINGER BRACKET rnw STIR. 1 STR. 3STR. 3 STR• 3 STR. 3 STR. 3 STR. 5 11 11 E � T V STR. STR. 4 STR.R, 4 STR. R• 4 ST 4 STR. 4 STR.Y JL3 ( ) N ti.1J w iJ J i i 01-1 w f f o IIMi l X90a -FLOOR 3EAMS w i} E w CO I coo � (10 1 1 i { w w 1 " 0 LATER ALS FRAMING PLAN wI N I , f I s FIELD BOLTED _ CONNECTIONS v CV U6 U8 U1O .«_.. U 1 2 3 0) i 00 w 4 i DESIGN SPECIFICATIvNS co � AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, j t 18th EDITION (1996), DIVISION I, WITH ALL INTERIM E SPECIFICATIONS IN EFFECT. Ll L3 L5 7 L9 L11 L13 L1-5- L y i LIVE LOAD AASHTO HS20 7 PANELS C 14 --6 7/8 (+-�� = 102 --0 C/C BEARINGS MATERIAL ALL TRUSS SUPERSTRUCTURE STEEL SHALL BE ASTM A709, GRADE 50W (A588) WEATHERING TYPE STEEL ELEVATION TOTAL CAMBER = � 3/8" ALL FLOOR BEAM AND STRINGER STEEL SHALL BE ASTM A709, GRAD CRUILDI'vG A572 GALVANIZED AFTER FABRICATION. -rATAY G :: �D� iCpM�3U{U� ALL FASTENERS UNLESS NOTED R WI SE, SHALL BE 7/8 �� . s Yid HIGH STRENGTH BOLTS, ASTM 25 WITH ASTM A583 BU 'M� GRADE C NUT AND ONE ASTM F436 WASHER PER BOLT. '�' s WCES TRUSS BE FURNISHED WITH ROTATIONAL CAPACITY TES W12X79 FASTENERSSHALL 12X72 too** � �ro: _, . ..... CONSTRUCTION/FABRICATION es. AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 16th EDITION (1996' , DIVISION II, WITH ALL INTERIM SPECIFICATIONS IN . EI"FECT .. z �� , rte—i j^R"^"""•w....,,, ,� �. � h N � s��' N `�' O WELDING r r cotes N U `� ALL WELDING SHALL BE IN ACCORDANCE WITH AASHTO/AWS D1.5 JUL Zoog ~� 1 2" PLATE r- BRIDGE WELDING CODE AND THE AASHTO FRACTURE CONTROL, -¢. �, � X �� / ` �/� �'� moi` 3/8" PLATES WHERE APPLICABLE. IIY YY}} ..� 3 4 ��4'c�ll=�e DI:VS?i 1 F; AT NEW CONNECTIO -- -- - '3 NON--DESTRUCTIVE TESTING OF WELDS SHALL BE PERFORMED AS _ 2---C12X30 2—Cl2X30 2—Cl2X302--C12X30 FOLLOWS, ease• �����t����� essea FILLET-.WELDS -- VISUAL -- 100% BEARING -- MT. -� 10% MIN ` '` 14'--6 7/8 -�-- 14'--6 7/8 +-- 14'--6 . 7 8" -a--- �. �.� 4 8 fi ! t1 �7 PANELS @ 14 --6 7/8 ( ---} .-= 102 --Q C/C BEARINGS a� E TRUSS DETAIL .�. TOTAL TRUSS STEEL WEIGHT 21.4K 102� -011 DATE R�vIS oNS � TRUSS ]BRIDGE23' -0" RDWY + ' SX, DESIGN DEAD LOADS TRUSS SHOE REACTION ' EAGLE CRE EK BRIDGE STEEL FLOOR 15 PSF DEAD LOAD 81.x- K SURFACE � 50 PSF � � GEARHART-DEANZA DEVELOPEMENT ASPHALT WEARING SURA LIVE LOAD 70.9 K � FUTURE -WEARING SURFACE 35 PSF IMPACT � 15.6 K � � ATASCADERO, CALIFORNIA SIDEWALK (DL + LL 47.9 K DRAWING Nth. } DESIGN DRAWN DATE TOTAL 215.8 K SAF' RES MAR, 199, 2004 ATASCADERO SHEET 0 CDC /DAT FABRICATOR Off' 8 � NOTE: DRAWINGS RELATIVE (DO NOT SCALE) D� . BRIDGE . �-�- s } E 7 i tf 8 3 " CLEAR WALKWAY 26'-0 3/8 /16 C C TRUSSES _ 2 -- W8X24 tt t! ! » 6tf 61$ 6 STRINGERS 1'-8 3 --O CLEAR ROADWAY „ 6 2 2 . FEN!CE 6 3/16 (BY RS' 'f ft' �T��f-ZJ� f ff -61) ---- 21 --o -- -- W14X30 STRINGERS 6 SPACES 3 --�6 -- # HSS 8x2x3/16 „ 104'--0" F F B ACK WALLLS � � tf � ff � 12 � �-- /8 X3 � r DOME HD. BOLT ING tf ' tf BEARINGS too�. PLUG WELD PUNCH �2 �02 -o C/C END AT EVERY CORRUGATION GALVANIZED AT STRINGER BEARING A GUARDRAIL ft f: c.0 C L BRG. 5 GA. 3 X9 GALVANIZED15 -- f' W/ BRACKET CORRUGATED STEEL FLOOR #� + �,, GA. 3 X9 GALVANIZED 0 f, ft ft ' 1 4 4 -12 15 O tet- L5 X 3 1 2 X 3 8 24 -Ott ASTM A--570 STEEL SHEET a CORRUGATED STEEL FLOOR n_ !s fs of -�..' n ASTM A�--570 STEEL SKEET � 3 8" X 1" BAR L3 X 3 X 3 8 � � SECTION! MODULUS 3.288 I N /FT to � �- ca PLUG WELD PUNCHING - SECTION MODULUS 3.288 I YFT @ 24'--Oft cn U X AT EVERY CORRUGATION � ,o c.0 ff -�- f! !f G INGER BEARING €y 5/8 x31/2 8 /8 0 X 2 /4 ASPHALT SURFACIN AT STR A325 B N W �-- ,.�-- G DOME HD. BOLT # a 00 EL f! e � Y 3 3/4 @ RDWY r T, ... 1 L5" X31Z2" X3/8" + c UTILITY CONDUITS ASPHALT tt 3/18" / FT WITH 1/2" STU D S . . W14X30 3/16 / FT •.,..._ CURB W6X15 - - C8X8.2 + W6X15 15" CENTERS STRINGER z"l-vlzl-.Zzllzllz- . -ZZ.ZZ777-7-zI POST SPT - DIAPHRAGM POST SIFT ALTERNATING t 4--� 7/8" X 21/4" . - W27X94 A325 B N W W24X94 00 BRACKET + + + + - + .�. � -�- .�. SIDEWALK BRACKET tt ff ' ' 2 PCS #! END FLOOR SEAM � � �`' C� 2 -- /80X2 7/8"0 X 2 `� '! !t f: .� . . A325 B,N,W BtNtW I /2 x8 x17 /2 - 4— 7/8"0 X 21/2" - - - -� W24X94 FLOUR BEAM R 1/2'f x10t'x281/8" A325 B,N,W 7/8"0 !f 3..._ 7/8" ?� 21/2 ff 4-- /8" C 23 ' " q.-- 7/8" X 2 1�" 2-- /8"0 X 31' 14-- X3 � A325BN cv A325 B,N,WNil A325 B,N,W A325 BtNfW f A325 B,N,W 2:: 10!# 12ft r-- 1 BRCS V TRUSS BRIDGE SECTION VIEORBEAMABUTMENT DETAIL t - j 1 ff 6 3/16>! 5'--0" CLEAR WALKWAY 26 _O 3/8 / C TRUSSES w _ ,�I �/ 4 12 04'--0" FACE TO FACE BACKWAL.L.S u » » t L Y18!\ t 8 6 11 ---�6 STRINGERS ff #f f !t 1 6 S 23 --U CLEAR ROADWAY 3 .. '---- 12" O2'--r-0" C/C END BEARINGS t '� FENCE S) 7 -- W14X3 STRINGERS, 6 SPACES @ 3'--6" = 21'--..Oft 1 _8 ,� �3Y OTHER HSS 6x2x /1s (L BEARING w PLUG WELD PUNCHING y AT EVERY CORRUGATION C\3 GALVANIZED AT STRINGER BEARING SDWL.K. SHELF ANGLE '�.. a GUARDRAIL !! " !! .... ." X -' X 3Z8 L.3'# X 3'1 5 GA. 3 X9 GALVANIZED L CORRUGATED STEEL FLOOR 15 w cnLn 9# #! #f �'�-+� � 1 GA,. t.l"Xv+" GALVANIZED 3 U u� 2-- /4 0 X 2 ASTM A--570 STEEL SHEET a. CORRUGATED STEEL. FLOOR - A325 B,N,W SECTION MODULUS 3.288 IN YFT 0 ASTM A- -570 STEEL SHEET " � PLUG WELD PUNCHING 0 SECTION MODULUS 3.288 IN %`FT � AT EVERY CORRUGATION ,, to tt 3 8ff cn ca L5 X 3 1 2 X 8--- 7/8" X 3f= � ASPHALT SURFACING AT STRINGIER BEARING ° w #f -- WITH 1/2" STUDS @ A325 B,N,W �"" tf `� 1 " CENTERS �-. 3 3/4 @ RDWY ALTERNATING �. W8X24 SIDEWALK STRINGER 1 Y9 UTILITY' CONDUITS ASPHALT ft 3,/16" / FT 3 18 FT CURB __ ... _ W8X1 -- -- C8x8.2 - W6X15 4 ` FUST SPT DIAPHRAGM - PU SPT I »X8"x1 " 'f :f :f 1 �"'r" 2-- 1/2 -- W18X50 . , ;, + - ,- - 2 I /2 X8 x18 / BRACKET + + + + + - - �- ,A325 B,N,W W24X94 FLOOR BEAD W12X72 BEAM STUB 4-- 7/8$10 x 31A A325 B,N,W i D CCT---SLIDE � tf DEWALK •-.` M �. ABUTMENT BEARINGS 1 /20 S A ANCHOR BOLTS �` } TRUSS BRIDGE SECTION VIEW AT ABUTMENT Exp il. ` NO DATE REVISIONSI0 0DWY + 5' S*W*SS BRIDGE 23 0 R TRU EAGLE CREEKBENT RIDGE WELD MEMBERS TO GUSSET PLATES WITH MINIMUM 5/16 INCH GEARHART-DEANZAI FILLET WELDS AT EACH END OF EACH MEMBER. CALIFORNIA. ATASCADER02AWING ,� Thy +� �� t O. ALL GUSSET PLATES 3/8 INCHES THICK EXCEPT AS NOT IDRAWN DATE ,. WITH SUFFICIENT FLAT AREAS TO RESIST STRESSES AND MAR 19, 2005 ATAS`CA�D��{� SHEET I SO SHAPED TO PRODUCE AN AESTHETIC ARCHITECTURAL 8'AF SEB APPEARANCE. CHECK/DATE FAB I AT # OF 8 DRAWINGS RELATIVE NSTL.E u. . BRIDGE NOTE-9 . w++w+n+ crv++•w.swr.wrnr.rw%.+'t,nwfwwYr'iwwwn+rwuP>w-emCfy^.M1YY.:a.XS3 CCi.t"f•.`CYF'+%i�'Mr-+`+rµ' "rw..w!ru+w.Mw<*..nw+.w.`s-r. waanw,nhrY.. . r, x c t i 1 i M'ATERI;AL SCHEDULEMATERIAL S { I QUANTITY DESCRIPTIONQUANTITYDESCRIPTION S '`�-- 160 PCS 5/8"0 X 1 1/2f$ GALV GUARDRAIL SPLICE BOLT 1 PC TRUSS 1 — SECTION A 4 PCS 5/8"0 X 10" GALV GUARDRAIL . WOOD POST BOLT 1 PC TRUSS 1 -- SECTION A ' B . f A A B B 66 PCS 3/4"0 X' 2" 4325 TYPE 1 GALV B,N,W 1 PC TRUSS 1 — SECTION B SECTION A SECTION A--B SECTION B t9 99 74 PCS 7/8"0 X 2 A325 TYPE 1 GALV B,NtW ; 1 PC TRUSS 2 -- SECTION C TRUSS 1 466 PCS 7/81#0 X 2 1/41) A325 TYPE 1 GALV B,N,W 1 PC TRUSS 2 -- SECTION C—D 360 PCS 7/8"0 X 2 1/2" A325 TYPE 1 GALV B,N,W 1 PC; -- TRUSS 2 SECTION D 315 PCS 7/8"0 X 2 3/4" A325 TYPE 1 GALV B,N,Wa as 6 PCS INTERIOR FLOOR BEAM -- W24X94 0 24 -9 1/2"' 270 PCS 7 8"0 X 3" A325 TYPE 1 GALV B N W 2 PCS -- END PLATE -- �, 3/494 X 10" X 28 3/8,9 „ at C C D D / 4 PCS -- LATERAL ROD ANCHOR PLATE -- 3/4" X 6 X 8 1/8)) SECTION C SECTION C--D SECTION D 82 PCS 7/8"0 X 3 1 /4"' A325 TYPE 1 GALV B,N,W — END FLOOR BEAM W24X94 0 24P-9 1/211 - TRUSS 2 99 99 2 PCS 2 PCS — END PLATE -- PL 3/4)t X 10" X 28 3/g99 f 58 PCS 7/8 X 2 1/4 4325 TYPE 3 WEATHERING B,N,W 2 PCS — LATERAL ROD ANCHOR PLATE -- f . 3�4" X 6" X 8 1/8" f s a9 146 PCS 7/8"0 X 2 1 /2" A325 TYPE 3 WEATHERING B,N,W 7 PCS — STIFFENER PLATE -- P 1 2" X 9 4 •X 22 3Z8 z TRUSS MARKING D 49 PCS RDWY. STRINGERS W14X30 0 14'-4 3/8 138 PCS 7/8"0 X 3" A325 TYPE =.WE G / / Y E 3 ATHERIN B,N,W � "} 196 PCs - : RDWY. STRINGER CLIP ANGLE — L 5 X 3 1 " @ 9" 5 --O ANGLE LENGTH 256 PCS 5/8"0 X 3 1/2" A325 TYPE 1 RD. HD. B,N,W „ 98 PCS RDWY. STRINGER SEAT ANGLE -- L 5 X 3 1 2" Q 71/2 �'.-...�s9 as 99 �� 3 SP. @ 15 ---- 45 '� 10 PCS 1. 1/2"0 X 22 A449 GALA ALL THREAD ANCHOR BOLT, NUT & WASHER BAR 3/8 X 1 7 1 /2) 7 1 /2 „ , , „ '� := , RDWY. ABUTMENT ANGLE L 5 X 3 1/2"' C 23'—0 WITH STUDS --6 2 —@ 6 3,t 1 /2 X 4 70 PCS 5 GA. 3t9 X 9" GALVANIZED DECK @ 24 —0 2 PCS „ „ STUDS BAR 3/$ x1 @ 23 70 PCS 7 GA. 3" X 9" GALVANIZE9 :t D DECK � 5 —0 2 PCS RDWY. SHELF ANGLE-- L3x3x3 8 C? 239_0aa ��. 18 PCS 3/16" X 5" X 12'-0" GALV. END DAM PLATE �' 1 EACH 5 W. STRINGS ' "• @ 1'--7 1 4'% r-- RS X1,2,5 & 6— WSX24 15 -- 3/4 , 3-- W6X15 / , 1349► TYP. ---------- 15/16" 3— S.W. POST PLATE-- E 1/2"x6"x10"; 3— C NN. ANGLE L4x4x3/8 @ 6" OLES SIDEWALK 1 /4 TYP. t, 5 EACH S.W. STRINGERS 3 & 4 W8X24 @ 14'-6 1/2"s 2 W6X15 1 7 1/4" , _- L5 X 3 1 /2" X 3/8" 9a a9 SIDEWALK SHELF ANGLE 2 RE 'D � 2-- S.W.. POST PLATE— � �/2 x6 x1� , 2— CONN. ANGLE L4x4x3/8 C� � t L3X3X3 8 Q 2 PCS S.W. SHELF ANGLE-- L3x3x3/8 @ 5'----0" ,� GALVANIZED. 2 REQ D 99 99 E GALVANIZED S.W. ABUTMENT ANGLE ---- L 5 X 3 1/2" @ 5 —O WITH STUDS 2 PCS BAR 3/8"x1aaO 5t-0)a 23 _0 16 PCS S.W. DIAPHRAGM-- C6X8.2 @ 21 3/4" t F Y 3" 18 ES C 15" = 229_6 3:t 99 8 PCS: S.W. TUBE RAIL-- HS56x2x3/16 21'--9 15 16" tt t9 PAC13 BAR 3/8 X 1 �.. 99 13/16" X 1 1/16" 16 PCS S.W. TUBE RAIL— HSS6x2x 16 @ 11'--11" 99 6 1/2 6 1/2i / / w / 3SLOTTED HOLE 9a 32 PCS S.W. T1 BE RAIL-- HSS6x2X3/16 @ 14'-6 5/ 3/8" PLATE 8 PCS S.W. B►` C;KET-- 1/2"x1 "x28 1 8"; W27X9' C� 5x_099 w / f N `r 8 PCS UTILITY BRACKET-- P 1/2, x8"X18 1/8" W18' 50 @ 4t-09> 1/2 0 X 4 as 9: 9: RDWY. ABUTMENT ANGLE 8 P S.W. BRG. PL _ STUDSC>S ATE-- Fe, 1/2 x8 x16 L5" X 3 1/2" X 3/8" „ 2 REQ TYP>—1 �, 32 PCS S.W. POST-- W6X15 @ 4`-6 1/2" �w 1 1/2 x9 14 PCS LATERAL ROD -- 1 0 X 27'--0't BAR WITH 2 NUTS AND 2 WASHERS 23t_off99 1 1/2 t9 5 —T --- 4 ASSYS TRUSS BEARING ASSEMBLY. 1 --0 6 SPACES @ 3p-6t)= 21 a—Oft 2 1/2 2 1/2 / 4 PCS TRUSS BEARING ANGLE — L 6 X 6 X 3 4 0 17" 15/16 0 / HOLES 13/16 � / 28 PCS GUARDRAIL BRACKET h + + 4 —.--- + + + + + + �- - - - - �- HOLES t 18 PCS GALVANIZED GUARDRAIL @ 12 --6 C10X15.3 13/4 TYP. RDWY, 4 PCS GUARDRAIL WOOD POST SHELF ANGLE GUARDRAIL BRACKET 13/4" TYP. L3X3X3 8 4 PCS GALVANIZED GUARDRAIL FLARED - END ------ ,/ GALVANIZE AFTER FABRICATION 2 REQ D 28 REQ'D 28 PCS 5/8"0 X 2" GALV. GUARDRAIL MOUNTING BOLT BOLT TYPE 7/8"0 A325 BOLT CHART TYPE 1 GALVANIZED BOLT TYPE 7/8"0 A325 BOLT BOLT TYPE — 3/4"0 A325 LENGTH BOLT CHART TYPE 3 WEATHERING TYPE 1 GALVANIZED LOCATION �-- CHART 2,f 2 1 /499 2 1 /2st 2 3/491 39t 3 1/4ta LENGTH LENGTH FLOOR BEAM TO TRUSS LOCATION 2" 2 1 4" 2 1 2" LOCATION a> 168 56 / / 2 i STRINGER TO INT. FLOOR BEAM 168 252 252 U6 8c U10 GUSSETT PLATE 48 128 GR. BRACKET 56 STRINGER TO END FLOOR BEAM .112 42 .�•.•:::�:..: .., L7 & L9 GUSSETT PLATE 136 THUS T S 0 BRG. 16 G TOTAL REQD 56 SHELF ANGLE TO STRINGER 36 TOTAL ORDERED 66 . N, t 074 S.W. ANGLE TO DIAPHRAGM 64 128 S.W. POST TO S.W. PLATE 120vp /1k S.W. BRKT. TO TRUSS 72 � S.W. STRINGER TO S.W. BRKT 48 • NO DATE REVISIONS BY � A UTILITY BRKT. TO TRUSS 48 16 102'-0 " TRUSS BRIDGE, 23' -0" RDWY + S.W. TOTAL REO' D 8 EAGLE CREEK BRIDGE TOTAL REQ' D 4 136 128 64 444 342 300 256 72 GEARHART-DEANZA DEVELOPEMENT TOTAL ORDERED 58 146 138 ATASCADERO, CALIFORNIA. TOTAL ORDERED 74 466 . 360 15 270 82 DESIGN DRAWN DATE DRAWING NO. SAF RES MAR. I.9, 2004 A.TASCADER® STET CHECK/DAVE FABRICATOR f NOTE. DRAWINGS RELATIVE (DO . NOT SCALE) 3 OF 8 i DKNI U. S. BRIDGE ,,- "Y 7 t I S E I 29f-0f: MIN ! }} 5 -0 MIN b 24f# 14' " '#! MIN. f �Y� 'j 1 f'"'^' f! ! 2 10 10 2 9f if !f f! kf r TOP BACKWALL V t h 1 d- . STRINGER c�c ca w BEARING SEAT ,s..,.. , w Of °" � � ca c� w t w w BEARING SEAT 1/4�'l 1 /2"X 5"X 17" 1 1/16"0 HOLE ABUTMENT ELEVATION VIEW � MASONRY PLATE ! 1 5/16 Y Elm SLIDER PLATE C. t CON--SLIDE PAD 4 29'_pff MIN 5'-0" MIN. f SOLE PLATE TRUSS BEARING PLATES F BAPV FIXED BEARINGS MASONRY PLATE 2 PCS 1" X ? ' X 24" WITH 5 1 8" HOLES CON--SLIDE PADS --- 2 PCS -- ff " X 14 " / FACE BACKWALL SOLE PLATE --� 2 'CS ---- 1" X 1 " " .r-- X 24 WITH 1 5/8 0HOLES SIDEWALK STRINGER � � GER EXPANSION B V) BEARING SEAT C9 BEARINGS —0 0D MASONRY PLATE -- .... ff !f ff }} ,! , ` "° 2 PCS 3/4 X 17 X 24 WITH 15/8 0 X 4 1/2 SLOTTED HOLES SLIDING PLATE -- 2 PCS -- f. 3/8 X 18 1/22' X 18" WITH 20 GA STAINLESS STEEL. PLATE 3 04 BONDED TO THE BOTTOM _ FACE ABUTMENT � " " OOH-_ z <C SLIDE PADS ,_PCS 1 1/2:# X 15:f X 14 1/21" WITH PTFE SURFACING 1 O" 1 off " SOLE PLATE --- 2 PCS IE 3/4}} X 17AX 24 WITH 1 5/8"0 HOLES ANCHOR BOLTS U .� 1/23`0 � w ANCHOR BOLTS ## 0 r� 26'-0 3 8 C/C TRUSS t ABUTMENT PT AN VIEW t • .,,y STRINGER CLIP 16 O O L 5"X 3 1/2)"X 3/8" rK 22!! 6 6 s# PCs }# 1 /2" PLATE ` Wl 4X30 .. .. 7/8 0 X 2 1/2 STRINGER #NoW 6 PCs 7/8"0 X 2 3/4" PCS j W ct- ' 7/8 0 X 2 1/4 !� BXW 00 1 1/2"0 A449 a 3/4"0 A449 � / °° ALL ALL THREAD GALV. THREAD GALV, w ROD WITH 2 NUTS ROD WITH 2 NUTS STRINGER SEAT & ONE WASHER to ONE WASHER ry SIDEWALK STRINGER BEARING PLATEDETAIL FIXED END 7" 2 PLATES WITH 1 1 /8 0 HOLES �- TOP PLATES W24X94 FLOOR BEAM 8" 4 2 PLATES WITH 1 1 /8 # HOLES �- BOTTOM PLATES SIDEWALK STRINGER ANCHOR STRINGER CONFECTION AT INTERTOREXPANSION ENDBOLT TRUSS ANCHOR BOLT ! 8 REQ'D 1 1/1611 X 2" 2 PLATES WITH 1 1 /8 0 X 3" SLOTTED HOLES -- TOP PLATES 8 REQ D STRINGER CLIP SLOT �, �PLATE !� L 5"X 3 1/2"X 3/B" S WITH 1 1 /8 0 HOLES - BOTTOM PLATES -_ GALVANIZED /(/,�I8##0Wl 4X30 PCS BoNtW co t 8 PCs STRINGER 7/8"0 X 2 1/4 #y l B#N# - 2 #PCS !t 7/8 � 2 1/4 NO. l04i Z !./ ! } r ff L 81 81 I v i ''�� STRINGER SEAT TRUSSNQ DATE REVISI€�NS B3� � �� ,L 5"X 3 1/2#!X3/8" BEARING ANGLES -� 23' -0" �. � 'TRESS RI �� �- .W. { L8X8X3/4 EAGLECREEK BRIDGE 2 N TH 1 5/8" X 4 1/2" SLOTTED HOLESGEARHART-DEANZA DEVELOPEMENT 2 WITH 1 5/8"0 HOLES W2�-X94 END FLOOR BEAD � STRINGE� CO��ECTIO� AT EN€ FLOOR BEAM ATASCADERO , CALIFORNIA i DESIGN DRAIN DATE DRAWING NO. 4. SAF RES . 199 2004 A 'ASCADERO �. SET RELATIVE NOT SCALECHECK/DATE FABRICATOR SAF S. BRINE � OF 8 p E f i ,t 13 16" 0 HOLE I 15/16 0 HOLE „ � » 1 1/2" (TOP CHORD ONLY) , ,� 1 1/2" (TOP CHORD ONLY) V-8)) 1_�.8 1 3/4" 1 3/4" 1 3/4" 1 3/4" f_.... JA 1/4 W6X15 W8X24 W8X24 + 1/4 COPE CORNERS s-°' COPE CORN1 EACH WAY 1 EACH 3 4" 1 3 4" )t 3 4» I L 1 / / 1 3/4I—L-1 / 0" s ss » " a ,a i ss ,t 3 --7 3 4 7'-3 1/2 31-7 1 2 3'�-7 1 2" 7 --3 1 /2 3 --7 3 410 15 --4 3/4 15'--4 3/4,1 E f t 2 1/2 to 2 1/2 ANGLES ANGLES DIAPHRAGM CONNECTION �' �- DIAPHRAGM CONNECTION BOTTOM FLANGE r� BOTTOM FLANGE V 15/16" X 1 1 4" '� f 15/16$1 X 1 1/4" ,�- / / SUPPORTS __--- SUPPORTS SLOTTED HOL S •— SLOTTED HOLES.. SIDEWALK POST SIDEWALK POST k- 4 SIDEWALK STRINGER 1 SIDEWALK STRINGER 5 1 REQ'D 1 REQ'D F GALVANIZED GALVANIZED 13/16" 0 HOLE t, 1 1/2" (TOP CHORD ONLY) 1516 0 HOLE 11-8)1 . 1,_gtt 1 1 /2" (TOP CHORD ONLY) tt t, 1 3/4 1 3/4 1 3/4" 1 3/4„ i k w + tt at g `-- 15 W8X24 1 3/4 1 3/4 1/4 r 6X15 1/ Wrl /4 1/4 + �� COPE CORNERS �-. COPE CORNERS 1 . EACH WAY f 1 EACH WAY 1 3/4" L1 3 4" / / " » s » s q r�ss � .... 3/4- s :s ' — —3 1 2 3/4 1 3/4 31-7 1 2 / ; 3 7 3 4 - - - - 11/16" 0 H OLES 11" ,� p, 3' 7 3/411 7'--3 1/21) 31-7 1 2" 15'—4 � 4,t 15-4 3/411 2 1/2. 21/2 SIDEWALK POST ..-- SID '' - SUPPORTS SIDEWALK POST SUPPORTS -4 �� BOTTOM FLANGE s... BOTTOM FLANGE M -- I L � w w h . .. ... ..,. .... .. + + � 15/16 ^ cry" L V V SLOT X 1 1 DIAPHRAGM CONNECTION „ ,� � �- SLOTTED HOL S `Q x DIAPHRAGM CONNECTION 15/16 X 1 1 4 ANGLES w (01 ANGLES SLOTTED HOL S �-- h_ SIDEWALK STRINGER 6 SIDEWALK STRINGER 2 1 REQ'D 6» GALVANIZED f9 „ "1-11/16" 0 HOLES 1 REQ'D y - - GALVANIZED 13/4T1 3/4" cv N 0 15/16" 0 HOLES (0 0 W6X15 POST SUPPORT 14- 4- " SIDEWALK POST D 13y2' PLATE -- � ,6 0 HOLES 32 REQ)D E GALVANIZED SIDEWALK POST PLATES ' N� .O?4 c� � rn f 32 REQ'D ' f is is ss �t, UP 1/2 X 6 X 10 GALVANIZED NO DATE REVISIONS BY 'r— " RDS - - . 102).0" TRUSS BRIDGE ; r EAGLE CREEK BRIDGE GEARHART�-DEAD ZA DEVELOPEMENT ATASCADER01 CALIFORNIA DESIGN DRAWN DATE DRAWING NO. ATASCADERO SAS' RES MAR. 191 20U4 SHEET CHECK/DATE FABRICATOR 5 OF 8 NOTE ,: DRAWINGS RELATIVE DO NOT SCALE. �� U. . BRIDGE f E t i E 4 i I 24 -9 1/2 '. 1 a-10 3/4» 31—6» 31—6" 3 —6 as 3'-611 » a as 31-601 1 1_1 0 3/4 I is j » / as ,a ra L _ 2 1 8 2 1 8 2 1 8 2 1/8't,s 2 �/8 2 �/g 2 1/8 2 1/8 2 1//8 2 1/8 a, 2 1 8=' 2 1 8" " - � � 2 1/8 2 �/8 " 24 --9 1/2 d taHELF PLATE 1 -13 3/41? 31-911 -611-- tt r �� � X�/ ry r� 3 - 3 w--8 3 _8 3 -$ _ 1/21t X 5 1/21) 1 (2 PCS.) (2 [`�j CS.) 1 f as a--10 3/4 ONFB �_ ff " „ „ fa N z 1�8 z 1/8 2 1I8 2 1 8 2 1 8 / 218 + + + + + + + + 10 ` 2 /8f 2 /� 2 /s 2 �8- 2 1/8 28" __ ,f _ 2 1/8 2 1/8 z w + + ` 1115/16" 0 rte• HOLES w w T c� 00 + �- + INTERIOR FLOOR � -�- -�BEAM DETAIL " -�- -�- 15 18 0 W24X94 OLES REQ'D STIFFENER 1/2'$p X 9 3/4" X 22 3/8 END FLOOR BEAM DETAIL W24X94 2 REQ'D 14'-4 3/8" w w 1„ � 42 41 2 ------------- °�"R COPE 1"R COPE ED 15/18$' 0X1 1/4" f E SLOTTED HOLES � } Efl � 21 2 w 0 1 3:a 1 3„ k RDWY. STRINGER DE 21' ., . TAS L 2 14X30 ►� . 49 REQ'D t t S a> 32 5„ 3�" „ _ 24'-9 ,3/4" FLOOR BEAM LENGTH 2 5 �= 3.1 �lo0 2 2 ., a7 w C/C HOLES u � I w S"' W24X94 w --J 1 ��J f I s i 1 1/16 0 HOLES w 1 1/16 0 HOLES cv F-- r Y. STRINGER CLIP ANGLE W z J RDWY. STRINGER SEAT -ANGLE -� Q O i L 5"X 3 1/2"X 3/8" L 5"X 3 1/21#X 3/8$f w 198 REQ'Dz � 98 REQ'D w cow h f ! ANGLE C;ALC. ATAN 13.65x 30'54' `j' 0'' 22.81 24'--g 3 4" � � � 22'-- 3/4 1���,� LENGTH CALL. 22.$ ' ,- COS- 30'54' 26.48' a 5!I �f) w 2f� 2f> ti `• BOTTOM FLANGE � w 00 Tjj11_' w W24X94 „�_ cv w Vl 6 7A V- LA �� W24X94 � w t All. 5/16 ft 00 _ LATERAL ROD ANCHOR LAYOUT . 0) 8 INTERIOR FLOOR BEAMS REQ'D AS SHOWN .�- LATERAL ROD LENGTHS a> > „ 2 END FLOOR BEAMS REQ'D WITH LATERAL ROD ANCHORS ON ONE W24X94 f 14 -- _, SIDE ONLY r� RODS 1 �X 27 --0 WITH 8 THREAD EACH END FLOOR BEAM .. .. .. .. `t' No. 074 m " 1 1/8 HOLE LATERAL ROD LAYOUT OF c�� 00 w 15/16" HOLES NO DATE REVISIONS , BY ' F °° 102-0 TRUSSBRIDGE RDWY �- 5 SlW* 00 FLOOR BEAM PLATE Sit cv EAGLE CREEK BRIDGE 31 -- R. 3/4" X 10" X 28 3/8" 16 REQ'D GEARHART—DEANZA DEVELOPEMENT f k 3�4" X 8" 28 REQ'D, ATASCADIRRO, CALIPORNIA DESIGN DRAWN DATE DRAWING NO. ._._._ SAF' RES MAR. 19, 2004 ATASCADERO NOTE. DRAWINGS RELATIVE (DONOTSTET . CHECK DATE / FABRICATOR DLM U. S. BRIDGE 6 OF 8 o ' E v t i " 5p 2 _�� t K!" Y2 2!-41 9 21 �19 pp f - C3" 1 6>f /2#� 3' /29f13/4 1�� /� 4 " 9f Y219O99 Ll� 41 15/16" 0 + - -` �. HOLES r f w N w W27X94 8 L4"X4"X3/ " t� (10 0 0 @� tt 0 t Nt p W18X50 " SIDE A.LK DIAPHRAGM CONNECTION ANGLE ° r. ° 0 � � co 32 RE Q'Di11N0co 0- 0 21 3/4 9f 18 3/4 " ° (10 ° � ti N UTILITY' CONDUIT BRACKET DETAIL 1 1/2 1 i2 (� 15/16 !9 ,� HOLDcq HOLES /2 . LATE 8 REQ D. , -- GALVANIZED r- 15/16 01/2" PLATE HOLES SIDEWALK BRACKET DETAIL if . 15/16 0 + /� (`� + R /�(� W1$}�,50 HOLES C6X8>2 8 REQ'D• w w BOLTED DIAPHRAGM n ( GALVANIZED 4 - - -�- 5'--o" - N SIDEWALK BOLTED DIAPHRAGM W27X94 DETAIL Tom" w w 14 REQ'D UTILIT'Y CONDUIT BRACKET CUTTING DETAIL 4 REQ L). GALVANIZED 8t8 N N r � , 1, 4 6X15 1/4 W8X24 COPE CORNERS 1" EACH WAY w w or 1 3/4 1 3 4 SIDEWALK BRACKET CU'T'TING DETAIL 3'--7 1 /2 7'--3 1/2" 3'--7 2" 4 REQ'D. 14 -6 1/20' N i 2 1/2 2 1/2 -- V-1" ANGLES 111" DIAPHRAGM CONNECTION „ 9i 3 !! ss BOTTOM FLANGE 1!! 71'—3Y4 3 7/q 12 pf w HSS 6x2x3/16 w .15/16" X 1 1/4 " r- SUPPORTS SLOTTE® NOL S /4"0 HOLES 11 }1 SIDEWALK POST TUBE �` 16 REQ'D GALVANIZED SIDEWALK STRINGER 3 5 REQ'D �_ 5 14 8/$ GALVANIZED i 1!-8!! 7'--35/fi' 7�_35fi9! ; 13f" 4 Y HSS 6x2x3/16 w W6X15 .�—"'1�4 v W8X24 1/4 3/4"0 HOLES TUBE "B" COPE CORNERS i 32 REQ'D 1 EACH WAY � GALVANIZED � 1 3/4" 1 3/4" 1 16 3 -7 1 2 71-3 1/2" 3 --7 1Z211 7#-3Y4" 7)-334 r `^+ } 14!_6 1 2!! 13 f4:s 13/9: 13�¢» 13�¢!� 15fs» SS 6x2x3/16WOW 2 1/2 ' 2 1/2 " 3/4"0 HOLES 1} 1f SIDEWALK POST TUBE �' � :� fa or' SUPPORTS 8 REQ'D f � BOTTOM FLANGE GALVANIZED ®� ���o ' i NO DATE REVISIONS BY _, 202' 0" TRUSS :BRIDGE 23'-0" RDWY -� 5' S.W. " EAGLE CREEK BRIDGE 15/1� x � 1/4)) g DIAPHRAGM CONNECTION SLOTTED HOLES GEARHART--DEA.NZA DEVELOPEMEN`T` ANGLES ATASCADERO, CA.1FORNIA SIDEWALK STRINGER 4 DESIGN DRAWN DATE DRAWING NO. ATASCA.DE 5 R E ® SAF RES �, 19, X004 SHEET Q GALVANIZED CHECK/DATE , FABRICATOR NOTE: DRAWINGS RELATIVE DO NOT SCALEL U. S. BRIDGE ,• � ` $ 4 11 42 W12X72 BEAM SEA 14„ 7" 7» 14 STUB — 36 WED � 2., 2p. 5 16� ff >K ,� 2 2 � 5/16 `1�`'�� 5��6 '" 72 8 AT U2,L3 �'� ,....- , W12X & U14,L13 i� --" 25 ALL OTHERS 7" �� 15 16" d � 19" 58 N �n � O W 3/8" PLATE 5��6 5/16 ��� 00 3/8„ PLATE � N � 5/16 t° \d-5/16 5/16 5/16 2 — C12X30 GA U4 AND U12 GUSSET PLATES $" LINE cq SEAL WELD N � �� � w I �" �" I AT IN7ERFA E BOTTOM CHORD � 17 TOP CHORD 15/16" 9s - - - - HOLESX/k /rk GA ch 2 — C12X30 '— LINE � � 1/2" PLATE 4 � z N5 16 4 , � � ( 5/1T � 3/8" PLATE I InN L1 AND L15 GUID'SET PLATES �/2"xs" PLATE L3 , 1,59. L11 AND L13 GUSSET PLATES SPACER VERTICAL GUSSET PLATES 25" - 48" 17 � , �, ��» 5" 3 C� 6"= 18" , 2, 2,> 25' MIN. 5/16 1/2)) PLATE Fff I W12X79 N W12X72 Ln �J_ co @ \ > ( -�' -�' � � `S �5� � � 15/16 HOLES 0 � 32 PCS — 7/8" 0 X 2 3/4" N 5/16 ( � � � � � ,, � \ A325 B,N,W ,� / �\ � \ 16 EACH SIDE CD 15/16 �d N .. 5/16 � �'�. � "� 12 PCS — 7/8" �b X 2 1/4" � HOLES cy � A325 B,N,N1 � 2 — C12X30 � ( 2 — C12X30 GA �,�N} � 6 EACH SIDE 5/16V- 5/16 I ( I LINE ,� W12X79 24" 24 W12X79 1/2"' PLATE I �— 1ST + 3RD ROWS 2„ 5 1C� 3 2 2ND ROW 1/2„ 41� 3 3 1/2„ U6 AND U10 GUSSET PLATES �� 19 24 _ SEAL _/i 34 PCS �/s" � x �%2' L7 AND L9 GUSSET PLATES WELD A325B,N,W 17 EACH SIDE = W12X58 �� 19 U8 GUSSET PLATES No. 7074 � I PANEL LENGTH "L" NOTE: TOP CHORD CONTINUOUS � L3 L3 L3 5/16 � ._... --� THROUGH GU.SSETT PLATES � �� � 5/16 9TFoxcA���°e ' 5/16 No DATE REVISIONS BY 102' -0" TRUSS BRIDGE 23' -0" RDWY + 5' S.W. BRIDGE �. EAGLE CREEK 6 GEARHART—DEANZA DEVEL�PEMENT 3/8" PATE ATASCADERO , CALIFORNIA DESIGN DRAWN DATE DRAWING N0. BOTTOM CHORD SPACER PLATE DETAIL. SAF Res �• 1�, 2004 ATASCADERO SHEET !, U2 AND U14 GUSSET PLATES CHECK/DATE FABRICATOR —� NOTE: DRAWINGS RELATIVE (DO NOT SCALE) nra� U. S. BRIDGE s� oF a 1 .3 *COPIES DE ANZA BRIDGE (UPPER RR) - BLD-02-1880 bridge & alan block retaining wall •