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PROD. NO FISCAL SHEET TOTAL
<br /> / DIV.NO. VtAR NO. SN[[TS
<br /> 7 CALIF.
<br /> DI.T. COUNTY ROYTC SECTION tN[CT TOTAL
<br /> TO accompany plans dated4Qrv% . i 6 NO. [NOTA•
<br /> X S.✓ /z93
<br /> DESIGN NOTES LOCATION NOTES Z/ 2 I'
<br /> Length of Cu/vert ..10..
<br /> SPECIFICATIONS: HYDRAULICS: IF SLOPE OF NATURAL CHANNEL EXCEEDS "NEUTRAL SLOPE" OF EN.INLL. CIVIL CM.1 [[.-LIC[N[[SSCS
<br /> D,TEA.►IN)YEO Dc�obc� 4 /960
<br /> DESIGN: A.A.S.H.O. DATED 1957 WITH REVISIONS AND AS SUPPLEMENTED CULVERT ENTRANCE, CAPACITY FOR 10 YEAR FLOOD (Q 10) WILL 9�"
<br /> BY BRIDGE PLANNING AND DESIGN MANUAL. USUALLY DETEMINE SIZE. OTHERWISE COMPUTE TOTAL HEADIS
<br /> fQ 100\2 (1.05 KL\ , WHERE " k " IS HEAD FACTOR "A" IS AREA, Skew
<br /> 8A STATE HIGHWAY ENGINEER
<br /> J ` J 'P4 Bors\ CIVIL ENGINEER LICENSE NO,5945
<br /> SECTIONS DESIGNED FOR CULVERT IN A TRENCH ON HARD 100 \
<br /> FOUNDATION, OR CULVERT UNTRENCHED ON YIELDING "L" IS LENGTH OF CULVERT AND 0100 THE 100 YEAR FLOOD,AND
<br /> FOUNDATION. FOR CULVERTS ON PILES OR ROCK COMPARE WITH ALLOWABLE HEAD. TABULATED ELEMENTS ARE FOR
<br /> " "
<br /> FOUNDATIONS SPECIAL DESIGN WILL BE REQUIRED. FULL NOMINAL SECTION. d Bars or Spacers
<br /> LOADING: DESIGNATION: SHOW ON PLANS AS SPAN X HEIGHT STRENGTH CLASSIFICATION #4 Hoops �O /2 ¢ CU/Vert
<br /> LIVE LOAD = H2O-S16-44 OR ALTERNATIVE WITH 30% IMPACT FOR ALL COVER X LENGTH : THUS 4 x 4 -A x 60' , FOLLOWED BY ALTERNATIVES . MO%n re%nf.
<br /> Rad%us of round%ng = %2 "f "Bors
<br /> DEPTHS. NEGLECT LIVE LOAD WHEN ON SINGLE SPANS, COVER ALTERNATIVES: INVERT WILL BE SLOPED UNLESS "TRAPEZOIDAL INVERT " FLAT but not less than 4"nor
<br /> IS MORE THAN WAND EXCEEDS SPAN , AND ON MULTIPLE SPANS INVERT" OR "V INVERT" IS INCLUDED IN DESIGNATION. ENDS OF
<br /> WHEN COVER EXCEEDS DISTANCE BETWEEN EXTERIOR WALLS. CULVERT WILL BE ROUNDED UNLESS "SQUARE ENDS" ARE DESIGNATED, more than T3.
<br /> CULVERTS AT GRADE TREATED AS A BRIDGE , WITH THE WHEEL LOAD PARAPET ON CULVERTS WITH OVER 2' COVER WILL BE 0'-9" UNLESS
<br /> ON THE INVERT SLAB DISTRIBUTED OVER 7.5' TRANSVERSLY AND "_FT. PARAPET" IS DESIGNATED. SUCH DESIGNATIONS MAY BE
<br /> THE BREADTH OF THE CULVERT LONGITUDINALLY . DIFFERENT FOR INLET AND OUTLET ENDS. PART PLAN - SKEWED
<br /> WHEEL LOADS DISTRIBUTED UNIFORMLY OVER A SQUARE, THE
<br /> SIDES OF WHICH ARE 1.75 TIMES THE DEPTH OF FILL , BUT ESQUANTITI : QUANTITIES ARE FOR ESTIMATING ONLY. THEY ARE FOR THE PARAPET DETAILS FOR SINGLE SPAN CULVERTS
<br /> NOT LESS TRANSVERSLY THAN THE DIMENSION FOR GRADE TOP SLOPED INVERT SLAB AND DO NOT INCLUDE SPLICES IN
<br /> ON THE TOP SLAB, AND NOT LESS THAN 7.5' ON THE INVERT LONGITUDINAL BARS NOR CONCRETE AND REINFORCEMENT FOR
<br /> SLAB . WHEN SUCH AREAS FROM SEVERAL CONCENTRATIONS SPECIAL COVERAGE , NOR TEMPERATURE REINFORCEMENT FOR Length of Cu/vert Skew
<br /> OVERLAP, THE TOTAL LOAD SHALL BE CONSIDERED AS UNIFORMLY GRADE TOP CULVERT.
<br /> DISTRIBUTED OVER THE AREA DEFINED BY THE OUTSIDE LIMITS "f "Bars . Run 2 outer bars
<br /> OF THE INDIVIDUAL AREAS , BUT THE TOTAL WIDTH SHALL NOT SPECIAL COVERAGE : WHERE CULVERTS ARE EXPOSED TO ACTION OF SALT
<br /> EXCEED THE TOTAL WIDTH OF THE SUPPORTING SLAB. WATER THICKNESS OF CONCRETE SHALL BE INCREASED TO length Of parapet, inner barsRad T3 Interior Wo//
<br /> PROVIDE 4" COVERAGE BETWEEN STEEL AND EXPOSED SURFACES. to C Spon.
<br /> DEAD LOAD: EARTH LOAD OF 120 LBS. PER CU. FT. AND AN EQUIVALENT WHERE SCOUR IS ANTICIPATED, THICKNESS OF BOTTOM SLAB 4 Hoops 0 /2
<br /> FLUID PRESSURE OF 36 LBS. PER SO. FT. ( BOTH REDUCED HALL BE INCREASED TO PROVIDE 2 MINIMUM COVERAGE ICE Culvert ------
<br /> 3096 FOR BALANCED DESIGN ) . BETWEEN STEEL AND EXPOSED SURFACE. Rod%Us Of rounding -= -9112 - -
<br /> DISTRIBUTION OF WHEEL AT GRADE; E = . 175S + 3.2 but not less than 4"nor —
<br /> UNIT STRESSES: Fa a 20,000 P.S.I. , N = 10 more than T3. "f"Bars II
<br /> FC IS 1 ,200 P.S.I 1I,0
<br /> REINFORCEMENT EMBEDMENT IS 1 1/2 DIA. CLEAR , MIN. I EXCEPT AS NOTED. USE OF STANDARD PLAN PART PLAN - SKEWED
<br /> DISTRIBUTION "d " BARS EXPRESSED AS A % OF MAIN REINFORCEMENT: "STRENGTH CLASSIFICATION ", SYMBOLIZED BY THE LETTERS "A" ,"B" , "C " ETC.,
<br /> AT THE TOP OF THE DATA TABLE IS MERELY A CONVENIENT DISIGNATION FOR A PARAPET DE TA /LS FOR MULTIPLE SPAN CULVERTS
<br /> CLASSIFICATION "A" TOP SLAB = 100 , MAX. 50% PARTICULAR STRUCTURAL SECTION FOR A CULVERT OF ANY GIVEN OPENING. IT
<br /> SCAN IS DICTATED BY THE COVER OR DEPTH OF FILL OVER THE TOP SLAB.
<br /> CLASSIFICATION "A" BOTTOM SLAB = MIN . �4 (W 18
<br /> CLASSIFICATION B", OR ABOVE , TOP AND BOTTOM SLABS MIN. # 4 �a 18
<br /> 4=0"
<br /> �O
<br /> 1"
<br /> SKEWED PARAPETS
<br /> CONSTRUCTION NOTES Place I-beam (min. wt), he% ht = ��
<br /> thickness of slob, in grade top 4�a 8 Ctrs. ew Span 345681012
<br /> SPECIFICATIONS: STANDARD SPECIFICATIONS, DIVISION OF HIGHWAYS, CURRENTAngle
<br /> cu/vert on/y and omit cover slob. Bar No. 4 4 5 6 6781
<br /> EDITION AND SPECIAL PROVISIONS ACCOMPANYING PLANS . NEW COnStrUCt%On 0o_ 15o
<br /> Existing Construction h of bars 2 2 2 2 333
<br /> EXPANSION JOINTS : NONE IN INVERT SLAB. UNDER COVER LESS THAN SPAN /60_30, 6 Bar No. 4 4 5 6 7 8 8
<br /> ,. .6 .
<br /> LENGTH, PLACE I/2 EXPANSION JOINT FILLER IN TOP SLAB SEe '3peCio/ Provis%ons" o. ofbar 2 3 3 .3333
<br /> AND SIDE WALLS IN DIVIDING STRIP OR OUTSIDE SHOULDER. T333No. NO. 4 4 6 6788
<br /> UNDER COVER MORE THAN SPAN LENGTH , PLACE EXPANSION " 6�3" MOX. 8"x8"x l�2" ��� for Roil Element. CUL VERT EX TENS/ON 31,-45°
<br /> JOINTS IN TOP SLAB AND SIDE WALLS ONLY AT 30' ± 6 -3 Mox, S4S D, F. B/ock.� . ofbars 3 3 3 3 3 3 3
<br /> CENTERS, AND ADDITIONAL JOINTS AS DIRECTED BY THE Outs%de edge of 0,-45, '�4 Hoops /2 Ctrs.
<br /> ENGINEER AT LOCATIONS OF CHANGE OF FOUNDATION CHARACTER. --- - -- shoulder
<br /> e M%n. bolt
<br /> Bolt
<br /> CONSTRUCTION LOADS: CONSTRUCTION LOADS HEAVIER THAN LEGAL LOADS
<br /> NOT PERMITTED UNTIL CONCRETE HAS REACHED A 6 A' /5.5 Posts i
<br /> STRENGTH OF 3,000 P.S.I. AND STRUCTURE STRUTTED
<br /> ___ of 6'-3" Ctrs.
<br /> AND CUSHIONED AS DIRECTED BY THE ENGINEER .
<br /> Slot h0/ES for /
<br /> vertical od'ustment. 3 Provide lock washer 9 z
<br /> 2- l/ x /-0 r
<br /> Z _ _. Bolts��d -----
<br /> s z 2- ,P4"x0=/O" Ol8 x3 -6
<br /> o 1
<br /> Bolts�� =__= Between Spacers
<br /> V
<br /> Provide cut washers
<br /> rn a 2/ X / X O - 4 pods Sh%m Posts as re (//rPiU, m I�/�heO -6� / O STATE OF CALIFORNIA
<br /> 9 !G DEPARTMENT OF PUBLIC WORKS
<br /> DIVISION OF HIGHWAYS
<br /> A STANDARD BOX CULVERT
<br /> J
<br /> E SECTION A -A RAILING DETAILS
<br /> o o W a
<br /> �a
<br /> Scale: scale: l"=l'O" MISCELLANEOUS DETAILS
<br /> SCALE BRIDGE FILE DRAWING D83
<br /> V6+�10.Y2— -47 iltkledFbds kbi/.Dal. PREL. DRAWING No. P-
<br />
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