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<br />barrier, 0 4
<br />Tyye ]32 —
<br />PLAN
<br />1:725
<br />� SR
<br />Lane Exist
<br />Travel
<br />`Detail 2� � � �� � �� `Exist triple
<br />box culvert
<br />aMotch exist slope = 0.44% 2
<br />LONGITUDINAL SECTION A -A
<br />1:125
<br />411@NLES
<br />REMOVE CONCRETE
<br />CLASS 2 CONCRETE, (BOX CULVERT)
<br />BAR REINFORCING STEEL (BOX CULVERT)
<br />CLASS 2 CONCRETE. (WINGWALL)
<br />BAR REINFORCING STEEL (WINGWALL)
<br />MINOR CONCRETE (MINOR STRUCTURE)
<br />CONCRETE BARRIER (TYPE ]32)
<br />Exist Exis[ Lone
<br />Travel Travel
<br />Call r.>n.
<br />SJ 132
<br />ENgNEERING GROUP
<br />966 KEST ALLUNAL AVE.
<br />SUITE 201
<br />1.5/4.8
<br />EAST HAZELTON AVE.
<br />(TON, CA 95205
<br />NDTEs:
<br />Design: Bridge Design Specifications (LFD
<br />Version, April 2000).
<br />Box Culvert Live Loading: HS 20-44.
<br />The Contractor shall verify all existing field
<br /><onaitions, layoat, aimenaions and
<br />ooMination wiM Civil Plans prior to start of
<br />construction or ordering or fabricating any
<br />material. Any discrepancies shall be brought
<br />to the attention of the Engineer immediately.
<br />4. Transverse reinforcement shall be placed
<br />perpendicular io box culvert and spacing.
<br />5. For finished grade, AC and tap of fill, see
<br />'Layout and Drainage' sheets.
<br />6. For Section 8—B, Section C—C, Section D—D.
<br />See 'DRAINAGE DETAILS', sheet DD -2.
<br />]. For Detail 1, Detail 2, &Detail 3. see
<br />"DRAINAGE DETAILS", sheaf DD -3.
<br />8 8J 1 Indicates Standard Plan Sheet No.
<br />Ua2 Indicates Detail No.
<br />9. ----- Indicates existing structure
<br />10. � Indicates limits of culvert removal
<br />28 ms 11. a Indicates direction of traffic
<br />16 ms
<br />2 ]84 kg
<br />25 ms CALTRANS STANDARD PLANS DATED JULY 2004
<br />]61 kg A10A ACRONYMS AND ABBREVIATIONS (A—L)
<br />AtOC SYMBOLS (SHEET 1 OF 2)
<br />2a n� A62E EXCAVATON AND BACKFILL
<br />20 m CAST—IN—PLACE REINFORCED
<br />CONCRETE BOX AND ARCH
<br />Concrete � CULVERTS
<br />barrier, D64 BOX CULVERT NINGWALLS
<br />TYPES A, B, AND C
<br />Tyye ]32 BO -1 BRIDGE DETAILS
<br />BO -3 BRIDGE DETAILS
<br />811-55 CONCRETE BARRIER TYPE ]32
<br />GEOTECHNICAL DESIGN PARAMETERS
<br />�� �' WSoiloUnit Weight = 6 kPa
<br />li �' Allowable Bearing Pressure = 145 kPa
<br />_ _ _ _ _ _ _ _ _ _ _ _ _ 3p:: ���._� Coefficient f Faction = 0.3 /
<br />_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..F ,�� Equivalent Active Fluitl Pressure = 580 kgk�
<br />.. .. .. .. .. .. .. .. .. .. .. k
<br />Equivalent Passive Fluid Pressure =4000 g/ms
<br />AS BUILT Live Loatl Surcharge = 0.6 m
<br />Box Culvert
<br />CONTRACT ND. 10-2A7804 Vertical Earth Pressure = 2245 kg/ms
<br />C.C.A. DATE 0$/ jEj/ 20)4 Lateral Earth Pressure = 1600 kgJma
<br />R.E. NAME Juan R. Zuhiga
<br />ALL DIMENSIONS ARE IN METERS DRAINAGE DETAILS
<br />UNLESS OTHEft`MSE SHOWN
<br />flORDER LAST RENSED 3/i/200] rER
<br />is iry u,wuc s oxo DLs. xopaoasatsi.awa CU 0625] EA 2A)801
<br />DD -1
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<br />f fill
<br />�Cal[rans
<br />R/W
<br />cutl box-
<br />Ivert
<br />tensian
<br />Concrete
<br />barrier, 0 4
<br />Tyye ]32 —
<br />PLAN
<br />1:725
<br />� SR
<br />Lane Exist
<br />Travel
<br />`Detail 2� � � �� � �� `Exist triple
<br />box culvert
<br />aMotch exist slope = 0.44% 2
<br />LONGITUDINAL SECTION A -A
<br />1:125
<br />411@NLES
<br />REMOVE CONCRETE
<br />CLASS 2 CONCRETE, (BOX CULVERT)
<br />BAR REINFORCING STEEL (BOX CULVERT)
<br />CLASS 2 CONCRETE. (WINGWALL)
<br />BAR REINFORCING STEEL (WINGWALL)
<br />MINOR CONCRETE (MINOR STRUCTURE)
<br />CONCRETE BARRIER (TYPE ]32)
<br />Exist Exis[ Lone
<br />Travel Travel
<br />Call r.>n.
<br />SJ 132
<br />ENgNEERING GROUP
<br />966 KEST ALLUNAL AVE.
<br />SUITE 201
<br />1.5/4.8
<br />EAST HAZELTON AVE.
<br />(TON, CA 95205
<br />NDTEs:
<br />Design: Bridge Design Specifications (LFD
<br />Version, April 2000).
<br />Box Culvert Live Loading: HS 20-44.
<br />The Contractor shall verify all existing field
<br /><onaitions, layoat, aimenaions and
<br />ooMination wiM Civil Plans prior to start of
<br />construction or ordering or fabricating any
<br />material. Any discrepancies shall be brought
<br />to the attention of the Engineer immediately.
<br />4. Transverse reinforcement shall be placed
<br />perpendicular io box culvert and spacing.
<br />5. For finished grade, AC and tap of fill, see
<br />'Layout and Drainage' sheets.
<br />6. For Section 8—B, Section C—C, Section D—D.
<br />See 'DRAINAGE DETAILS', sheet DD -2.
<br />]. For Detail 1, Detail 2, &Detail 3. see
<br />"DRAINAGE DETAILS", sheaf DD -3.
<br />8 8J 1 Indicates Standard Plan Sheet No.
<br />Ua2 Indicates Detail No.
<br />9. ----- Indicates existing structure
<br />10. � Indicates limits of culvert removal
<br />28 ms 11. a Indicates direction of traffic
<br />16 ms
<br />2 ]84 kg
<br />25 ms CALTRANS STANDARD PLANS DATED JULY 2004
<br />]61 kg A10A ACRONYMS AND ABBREVIATIONS (A—L)
<br />AtOC SYMBOLS (SHEET 1 OF 2)
<br />2a n� A62E EXCAVATON AND BACKFILL
<br />20 m CAST—IN—PLACE REINFORCED
<br />CONCRETE BOX AND ARCH
<br />Concrete � CULVERTS
<br />barrier, D64 BOX CULVERT NINGWALLS
<br />TYPES A, B, AND C
<br />Tyye ]32 BO -1 BRIDGE DETAILS
<br />BO -3 BRIDGE DETAILS
<br />811-55 CONCRETE BARRIER TYPE ]32
<br />GEOTECHNICAL DESIGN PARAMETERS
<br />�� �' WSoiloUnit Weight = 6 kPa
<br />li �' Allowable Bearing Pressure = 145 kPa
<br />_ _ _ _ _ _ _ _ _ _ _ _ _ 3p:: ���._� Coefficient f Faction = 0.3 /
<br />_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..F ,�� Equivalent Active Fluitl Pressure = 580 kgk�
<br />.. .. .. .. .. .. .. .. .. .. .. k
<br />Equivalent Passive Fluid Pressure =4000 g/ms
<br />AS BUILT Live Loatl Surcharge = 0.6 m
<br />Box Culvert
<br />CONTRACT ND. 10-2A7804 Vertical Earth Pressure = 2245 kg/ms
<br />C.C.A. DATE 0$/ jEj/ 20)4 Lateral Earth Pressure = 1600 kgJma
<br />R.E. NAME Juan R. Zuhiga
<br />ALL DIMENSIONS ARE IN METERS DRAINAGE DETAILS
<br />UNLESS OTHEft`MSE SHOWN
<br />flORDER LAST RENSED 3/i/200] rER
<br />is iry u,wuc s oxo DLs. xopaoasatsi.awa CU 0625] EA 2A)801
<br />DD -1
<br />
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