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FED. ROAD STATE FROJ. No. FISCAL SHEET TOTAL DIV. No. YEAR No. SHEETS 7 CALIF. _Mod - B. !`rF - COUNTY SECTION SHEET TOTAL 'r 1 NO. SHEETS X S J (= A S 30(,..._3 53 / BRIDGE ERGINEER CIVIL ENGINEER -LICENSE 5565 �nI Q 9 W DATE APPROVE-_ - LY 14 IS SA CO fI 1 `• „[ i C , t� t o Gi n C^ Y + + q� s 4-tr + <r + -+- 011 ICY n F- E.S. 120k1G.00 _ 4. 3_ _.__. ________ ._ . __ __ . _ ..� - _ _ __ 1 I Z I 1 ' If _ I! a = _ 119 s' QM F i , CO Ln A t f 1$ - ��,k' t J N o4 0 oo 0 0 0 o O o C3 NO N p O 0 t ��.•' t � t r�t~�c1 Inoiic��zs slit-eo¢ion of GENERAL NOTES �.-t -- E,�ciSfing2t...tt_ic✓ Ctnel Into for _ . ... - - � --- �- j1 �.:� t ' ' etfe � el i t�r��'-' o t°� of �a� �'- ,4 2 CI. ty Dime. +o pt,eS OrC M00t5urr8'C fo SPECIFICATIONS: -- ---- ��- p of Pi ieS DESIGN: STRUCTURAL: A.A.S.H.O. DATED 1953 WITH REVISIONS AI<D AS SUPPLEMENTED BY BRIDGE MOVABLE H I GHl!JAY BRIDGES DGES A.A.S.H.O. ..S .H .0 . DATEQ 195 3 • � !ev �Z � bo��'om of Secs t. PLANNING AND DESIGN MANUAL. _-`-I INDEX TO PLANS ELECTRICAL: MOVABLE HIGHWAY BRIDGES A.A.S.H.O. DATED 1953. ra \` MECHANICAL: MOVABLE HIGHWAY BRIDGES A.A.S.H.O. DATED 1953. ',dire Spiral SHEET N0. TITLE SHEET N0. TITLE CONSTRUCTION: STANDARD SPECIFICATIONS, DIVISION OF HIGHWAYS,, GI -WAYS E: DATED AUGUST 1954 r- � TITLE SHEET ME 1. MACHINERY -GENERAL ASSEMBLY _ Sc- A-' f 1. AND THE SPECIAL AL PROVISIONS. S 1 ONS . �7x 5 , �roi'. 2 ME 2. MACHINERY- GENERAL ASSEMBLY CONT . ��,� c� C�r� f� ��'rsu`t`rr�i�r� �. 2 . GENERAL PLAN ME 3. GEAR RACK � LIVE LOAD BEARINGS WELDING: ALL 'MELDING SHALL BE IN ACCORDANCE WITH A.W.S. "STANDARD SPECIFICATIONS FOR 3 FOUNDATION PLAN ME 4. TRUNNION ASSEMBLY WELDED HIGHWAY AND RAILWAY BRIDGES" DATED :�AtJI f�iRY 30, 1956. � FENDERS ME 5 • MAIN DRIVE -GEAR BASE i 4. To.'rG ME 6. MAIN DRIVE -REDUCER BASE LIVE LOADING: H2O-S16-44 5. PIERS #3 & �#4 - - pi le_ Gu%-off 1 .tom 6. PIERS 3 & #4 DETAILS NO. 1 ME ? . MAIN DRIVE -GEARS __. �... to UNIT STRESSES: - f _ 7• PIERS #3 & #4 DETAILS NO. 2 RESSES: ME b• MAIN DRIVE -BEARINGS '. - ES: - _-_ _ _ � ME 9 • CENTER SHEAR LOCK g, PIERS ,#3 & #4 DETAILS N0. 3 i REINFORCED CONCRETE: FS = 20,000 P.S.I., N 10 ___ PIERS �#3 & #4 DETAILS NO. �� _ � � 9 • ME 10. CENTER SHEAR LOCK DETAILS N0. 1 F = 1 ,200 P.S . I , (EXCEPT AS NOTED } _- r��15� , 10. CONTROL HOUSE ME 12. CENTER SHEAR LOCK DETAILS N0. 2 C RGIRDERS)'�` ' a S+G'l• '� So ;- orrl 0� 11. CONTROL HOUSE DETAILS NO. 1 ME 13. HOLD DOWN -DETAILS NO. 1 HOLD DOWN -REDUCER BASE ` FC �- 1 , 000 P .S . I . ( SLAB ON 0ADWAY- A lbu . co 12. CONTROL HOUSE DETAILS NO. 2 v� DECK -BASCULE SPAN ME 14. HOLD DAWN -DETAILS NO. 2 STRUCTURAL STEEL: FS 13 18,000 P.S.I. • Ai � 14• GIRDER FRAMING ME 15. HOLD DOWN -DETAILS NO. 3 REINFORCEMENT: EMBEDMENT IS CLEAR TO OUTSIDE OF BAR AND IS 2" TC MAIN REINFORCEMENT, ,� - '� 15. GIRDER DETAILS ME 16. MACHINERY GUARDS _ E � ME 17. ELECTRICAL GENERAL PLAN EXCEPT AS NOTED. BACKING FOR HOOKS IS FOUR DIAMETERS EXCEPT AS NOTED, 16, GIRDER BRACING ME 18. ELEMENTARY DIAGRAM N0. 1 1 - 17. COUNTERWE I GHT WHERE REINFORCING BARS ARE SPLICED THEY SHALL HAVE A 20 DIAMETER LAP _ r� � 18, PLATFORM AT SMEAR LOCK UNLESS OTHERWISE CALLED FOR ON THE PLANS. _- ME 19. ELEMENTARY DIAGRAM NO. 2 - ME 20. CONTROL PANEL DETAILS PILE LOADING: 45 TONS TYPE : CONCRETE-- 19. ACCESS DETAILS ME 21. CONTROL DESKS 20. TYPICAL SECTION -APPROACH SPANS ME 22. CONTROL HOUSE CONDUIT LAYOUT 21, SLAB REINFORCEMENT NO. 1 ME 23, CONDUIT LAYOUT - PIERS #3& #4 FENDER PILES: SEE SKEET #4 22. SLAB REINFORCEMENT NO. 2 ME 24. TRAFFIC GATES �- CONSTRUCTION NOTES_: NO ALLOWANCE HAS BEEN MADE FOR STRESSES DURING ERECTION. BEFORE 23, SLAB REINFORCEMENT N0. 3 ME 25• ELECTRICAL DETAILS N0. 1 - - STARTING FABRICATION, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL AN OUTLINE OF o 24 PILE DETAILS ME 26. ELECTRICAL DETAILS NO. 2 ERECTION PROCEDURE WITH APPROXIMATE WEIGHTS OF EQ J I PMENT . ANY ALTERAT i ON OR _ _ @J r _ 25. LOG OF TEST BORINGS ADDITIONS TO STRUCTURAL STEEL NECESSARY FOR ERECTION, EITHER PERMANENT OR -"- �6, EXCAIVATION DIAGRAMS TEMPORARY, SHALL BE CONSIDERED AS ERECTION EQUIPN'`NT AND SHALL BE MADE WITHOUT �- 0-0- APPROACTi AL162NMEKIT COST TO THE STATE. 1 CO - -- CONNECTIONS; HIGH STRENGTH BOLTS MAY BE SUBSTITUTED FOR RIVETS EXCEPT WHERE COUNTERSUNK -� r" � _ - RIVETS INDICATED. PRESTRESSED PILES: PI�RS2 �STHRU f3INC�. ABUTiCNTsi ! k PRECAST CONCRETE: F' C = 4,500 P.S.I. STATE�.-�2 ��'®�� . ' �® -n- PRESTRESSING STEEL: SEE SPECIAL PROVISIONS. G„ j- - BRIDGE DEPARTMENT STATE OF CALIFORNIA PRESTRESS WORKING FORCE: 175,000 #/PILE• DESIGN SECTION � , � DEPARTMENT OF PUBLIC WORKS WORKING FORCE 1S THE FORCE REMAINING AFTER LOSSES IN PRETENS I DNED PRESTRESSED PILE PRECAST PRESTRESSED 3 F T AND - Project Desi ner '`� DIVISION OF HIGHWAYS DUE TO CREEP AND SHRINKAGE OF CONCRETE, CREE Q STEEL CONCRETE E PI L t � 25, ELASTIC C COMPRESSION OF CONCRETE I4AS OCCURRED AND SHALL BE P R ES T R ES S D _ I Chief Designer `` n GRANT C p� f ASSUMED TO BE 30,000 P,S,1, /� BRID�7E ACROSS �...�RANT LINE C.�i''J��... { D I r i �. S DESIGN By `/ ��5� Checked % d�' ' DETAILS By l- Checked /_ Tn C a QUANTITIES By J c ♦_�` f - Checked s F O U ND AT 10 N PLAN (+ - - See For SPECIFICATIONS I By Plans red Specs. Compared i C DRAWING 2 0 2 3- 3 �ieCrt S3 _ ' SCALE - ZO RIDGE FILE i Approval Recommended by___- -- ------------- Civil and Structural 5439 7 S ii - B � � � - �'"� - Rr Esxgirttr of Dessge ];ngr• License No 4 + t 2��. PREL. DRAWING NO. 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