CA-BLM5910(1)-100_plans.pdf

Sheet and Description

S2

Bid Schedule

A0050 15101-0000 MOBILIZATION LPSM ALL

A0100 15214-1000 SURVEY AND STAKING, BRIDGE LPSM All ALL

A0150 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0200 15401-0000 CONTRACTOR TESTING LPSM ALL

A0250 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0300 15705-0100 SOIL EROSION CONTROL, SILT As directed by CO

FENCE LNFT 100

A0350 15705-1400 SOIL EROSION CONTROL, FIBER As directed by CO

ROLL LNFT 60

A0400 20304-2000 REMOVAL OF BRIDGE LPSM All ALL

A0450 20801-0000 STRUCTURE EXCAVATION CUYD 45 45

A0500 20803-0000 STRUCTURAL BACKFILL CUYD 25 25

A0550 40301-0000 ASPHALT CONCRETE PAVEMENT Replace existing asphalt at approaches. See SCR

TON 10 403

A0600 55201-0200 STRUCTURAL CONCRETE, CLASS A

(AE) CUYD 9 9

A0650 55401-1000 REINFORCING STEEL LB 800 800 Contract Quantity

A0700 55504-0000 PRE-FABRICATED STEEL BRIDGE

(55'-0" x 12' modular steel vehicular bridge) LPSM All ALL

A0750 62012-1000 STONE MASONRY WALL (Removal and Repair) CUYD 2 2

A0800 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 18

A0850 62201-3000 HYDRAULIC EXCAVATOR HOUR 18

A0900 62301-0000 GENERAL LABOR HOUR 18

A0950 63308-3000 OBJECT MARKER, TYPE 3 EACH 4

A1000 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 4

A1050 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 47

SUMMARY OF QUANTITIES - Schedule A

-J an

-2

:1

A M

N

C A \5

0(

1) \R oa dw ay \C

A D

D _S he et s\ B -S um m

\S pr ea ds he et s\ [S ch ed

A .x ls m

]S he e t

MileStone: 100% Date Completed: 01/26/15 Report Date: 01/26/15

A M E N D

Line Item No.

Pay Item Number

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

STATE PROJECT

CA BLM 5910(1)

Kaweah River Bridge

B1CA

NO.

SHEET

Sheet and Description

S11

Bid Schedule

X0050 15214-1000 SURVEY AND STAKING, BRIDGE LPSM All ALL

X0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0150 20302-0150 REMOVAL OF BRIDGE RAILING LNFT 30 30

X0200 20303-0200 REMOVAL OF BRIDGE DECK

(Timber) SQYD 30 30

X0250 20801-0000 STRUCTURE EXCAVATION CUYD 4 4 Contract Quantity

X0300 55601-1300 BRIDGE RAILING, TIMBER LNFT 32 32

X0350 55701-2000 STRUCTURAL TIMBER AND LUMBER,

TREATED MFBM 0.4 0.4

X0400 55703-2000 STRUCTURAL TIMBER AND LUMBER,

TREATED, DECKING SQYD 25 25

X0450 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 2

X0500 62201-3000 HYDRAULIC EXCAVATOR HOUR 2

X0550 62301-0000 GENERAL LABOR HOUR 2

X0600 63308-3000 OBJECT MARKER, TYPE 3 EACH 4

SUMMARY OF QUANTITIES - Option X

-J an

-2

:1

A M

N

C A \5

0(

1) \R oa dw ay \C

A D

D _S he et s\ B -S um m

\S pr ea ds he et s\ [O pt io n X .x ls m

]S he e t

MileStone: 100% Date Completed: 01/26/15 Report Date: 01/26/15

A M E N D

Line Item No.

Pay Item Number

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

STATE PROJECT

CA BLM 5910(1)

Kaweah River Bridge

B2CA

'-0

'-0

'-0

L

B e g in E x is ti n g B r id g e

E n d E x is ti n g B r id g e

PLAN

2'-0" 3'-5"

New Bridge Length = 55'-0"

Existing Bridge Length = 49'-7"

B e g in N e w B r id g e

E n d N e w B r id g e

C existing bridge & new bridge

To Mineral King Road

K a w e a h R iv e r

E a s t

F o r k

" = 1'-0"8

ABUTMENT 1

ABUTMENT 2

N

Drawing No. Description

BRIDGE DRAWING INDEX

RG3000-A

RG3000-B

RG3000-C

RG3000-D EXISTING PIER 1

EXISTING PIER 2

TYPICAL SECTION

ABUTMENT 1

ABUTMENT 2

A1

S1

K. EIKERMANN

& Case Mountain

To 6 Mile Flume Bridge to be removed timber deck superstructure

Existing steel rail car with

WALL A

WALL B WALL D

WALL C

(typ. both sides)

Thrie Beam Bridge Railing RG3000-E

RG3000-F

RG3000-G

RG3000-H

FOUNDATION PLAN

GENERAL NOTES

RG3000-I REBAR LIST

ELEVATION @ C BRIDGEL

Grade = 0%

Profile Grade (at top of timber glulam deck panel)

Sheet pile endwall (typ.). based on field measurements.

Dimensions shown for existing elements are

Plans for the existing bridge are not available.

21'-0"

Existing cement bag wall place (typ.).

parapet and wall to remain in

Existing grouted stone masonry

EXPFIX

HYDRAULIC DATA

ft /sec

Q

10600

13700 interval

Recurrence depth (ft)

Normal water

2 yr

50 yr

100 yr

500 yr

6.1

19.3

21.5 w id th p a ra p e t point of channel

Est. upstream low

WS Elev.

Est. Q50

Existing sign "Weight Limit

10 Tons" to be removed.

Existing sign "Weight Limit

10 Tons" to be removed.

D. GERMANI

BRIDGE PLAN & ELEVATION

BRIDGE PLAN & ELEVATION

timber glulam deck panels.

with steel girders and

Modular steel bridge

Object Marker (typ @ all

4 corners). See Rdwy. Plans for details.

on the plans.

Normal depth is measured from estimated low point shown

The above water surface values are estimated.

Note:

SCHEDULE A

KARL EIKERMANN

PROJECTSTATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.DATEBRIDGE DRAWING

PROJECT TEAM LEADERSCALE

CHECKED BY

DRAWN BYDESIGNED BY

REVISIONS

BY

DATENO.

1/

N

C A \5

(1

B r id g e \R

G \C

A D

F il e s \D

G N

F il e s \r g d e c k .d g n

CA

R. WEHNER

RG3000-

KAWEAH RIVER BRIDGE

CA BLM 5910(1)

REPLACEMENT

EAST FORK KAWEAH RIVER BRIDGE

CASE MOUNTAIN ROAD

TULARE COUNTY, CALIFORNIA

of 9 JANUARY 2015

GENERAL NOTES

NONEK. EIKERMANN 2 B

S2

D. GERMANI

N

C A \5

(1

B r id g e \R

G \C

A e s \D

G N

F il e s \R

G g n .d g n

CA BLM 5910(1)

REPLACEMENT

EAST FORK KAWEAH RIVER BRIDGE

CASE MOUNTAIN ROAD

" = 1'-0"4 1Scale:

N

WALL A

WALL C

1'-0"

New Bridge Length = 55'-0"

B e g in N e w B r id g e

E n d N e w B r id g e

K a w e a h R iv e r

E a s t

F o r k

WALL D

WALL B

LC existing bridge & new bridge

SECTION A-A

e m b e d in to r o c k

Pier 1 stemwall.

Remove existing

Grade

Roadway

Existing m in

2'-0"1'-6"

Pay Limits for Structure Excavation

End New Bridge

End Existing Bridge

Grade

Roadway

Existing

1'-6"

Structure Excavation

Pay Limits for

SECTION B-B

Approx. rock surface

FOUNDATION PLAN

3K. EIKERMANN

A A B B

FOUNDATION PLAN

C

S353'-0"

C brg. Abut. 1L

C brg. Abut. 2L ty p

2'-0"

Exist. cement bag wall

2'-0" 1'-6"

2'-0"

1'-6"

Begin New Bridge

V a r ie s to be partially removed

Existing Pier 2 stemwall

1'-0"

2'-0"

S h e e t p il e w a ll l e n g th and wall to remain in place (typ.).

Existing grouted stone masonry parapet

S h e e t p il e w a ll l e n g th

Sheet pile endwall.

Provide sheets at specified length and field cut ends to fit against inside face of masonry walls (typ.).

to be removed

Existing Pier 1 stemwall

STRUCTURE EXCAVATION

of existion Pier 2

Remove this portion

Remove this portion of cement bag wall to accomodate new bridge.

2'-0"2'-0" 1'-6"

UNLESS NOTED

" = 1'-0"8

Begin Existing Bridge excavation limits of structure

Maximum pay excavation limits of structure

Maximum pay

D. GERMANI

Part 1926, Subpart P, Excavation).

per OSHA Safety Regulations (29CFR, Short term back slope ratios (V:H)

Part 1926, Subpart P, Excavation).

per OSHA Safety Regulations (29CFR, Short term back slope ratios (V:H)*

W a ll A

W a ll B

Potential existing wall impact area (typ. @ all 4 corners).

Base of existing stone masonry wall or supporting elements may be in conflict with new bridge foundations. Partial removal and repairs may be required. See Foundation

Excavation Notes.

FOUNDATION EXCAVATION NOTES:

Excavate material as necessary to construct new bridge foundations, taking care not to damage or disturb any portions of existing stone masonry retaining wall or supporting elements of the retaining walls encountered during excavation. See Section 208 Special Contract

Requirements.

If portions of existing stone masonry walls or supporting elements are encountered within the excavation and are determined to be necessary for removal, leave in place and submit wall removal and repair work plan for CO approval per Section 620 Special

Contract Requirements.

not provided.

short term backslope ratio is than 30 days or if the required back slope will be open more may be required if short term

Excavation back slope. Shoring as necessary.

within new abutment

Remove portions to remain in place.

Existing Pier 1 footing

SCHEDULE A

ratio is not provided.

if the required short term backslope will be open more than 30 days or be required if short term back slope

Excavation back slope. Shoring may

N

C A \5

(1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g f o u n d a ti o n .d g n

CA BLM 5910(1)

REPLACEMENT

EAST FORK KAWEAH RIVER BRIDGE

CASE MOUNTAIN ROAD

" = 1'-0"2

EXISTING PIER 1

5'-0"

L railing (typ.)

" Ø Steel tubular 2

3 x 12 (typ.)

3 x 12 timber running planks

C Rdwy. & C Exist. BridgeL

3 x 12 timber deck plank

3 x 8 x 10 timber plank

@ 5'-4" spa. (min.)

Steel Diaphragms

(typ.)

curb timber

6 x 6

A

A

2'-0"5'-0"5'-0"2'-0"

Top of 6" timber curb running plank

Top of 3 x 12 timber deck plank

Top of 3 x 12 timber

1'-6" 6"

2'-9"

K. EIKERMANN 4 D

S4

" = 1'-0"8 3Scale:

(typ.)

parapet and wall to remain in place

Existing grouted stone masonry

VIEW A-A

Begin Existing Bridge

5'-0"

Approx. rock surface

Approx. rock surface

D. GERMANI

UNLESS NOTED

FRONT ELEVATION EXISTING PIER 1

of material for construction of new foundations.

Structure Excavation limits (inside face to inside face of parapets) parapet and wall to remain in place.

Existing grouted stone masonry

N

C A \5

(1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g e x p ie r .d g n

CA BLM 5910(1)

REPLACEMENT

EAST FORK KAWEAH RIVER BRIDGE

CASE MOUNTAIN ROAD

2'-0"5'-0"5'-0"2'-0"

5'-0"

L railing (typ.)

" Ø Steel tubular 2

3 x 12 (typ.)

EXISTING PIER 2

3 x 12 timber running planks

C Rdwy. & C Exist. BridgeL

3 x 12 timber deck plank

3 x 8 x 10 timber plank

@ 5'-4" spa. (min.)

Steel Diaphragms

5'-0"

(typ.)

curb timber

6 x 6

A

A

B

B

" = 1'-0"4 1Scale:

Top of 6" timber curb running plank

Top of 3 x 12 timber deck plank

Top of 3 x 12 timber

Top of 6" timber curb running plank

Top of 3 x 12 timber deck plank

Top of 3 x 12 timber

" = 1'-0"4 1Scale:

" = 1'-0"2 bag wall cement

Existing

6'-0"

6" 1'-6"

1'-6" 6"

6'-0"

Approx. ground line Approx. ground line

5 E

S5

K. EIKERMANN

End Existing Bridge End Existing Bridge

D. GERMANI

UNLESS NOTED

VIEW A-A VIEW B-B

FRONT ELEVATION EXISTING PIER 2

of material for construction of new foundations.

Structure Excavation limits (inside face to inside face of parapets) parapet to remain in place

Existing grouted stone masonry parapet to remain in place

Existing grouted stone masonry parapet to remain in place (typ.)

Existing grouted stone masonry as noted on RG3000-C.

to remain in place except

Existing cement bag wall

N

C A \5

(1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g e x p ie r .d g n

CA BLM 5910(1)

REPLACEMENT

EAST FORK KAWEAH RIVER BRIDGE

CASE MOUNTAIN ROAD

2'-0"5'-0"5'-0"2'-0"

4'-9"

L railing (typ.)

" Ø Steel tubular 2

(typ.)2 14 x 3 x

"4 1" x 288

L

6'-0"6'-0" "4

"4

TYPICAL SECTION

(4 per side) railing brace

Steel tubular

4 x 4 timber (typ.)

3 x 12 timber running planks

C Rdwy. & C Exist. BridgeL

3 x 12 timber deck plank

3 x 8 x 10 timber plank

@ 5'-4" spa. (min.)

Steel Diaphragms

4'-9"

" x 24" (typ.)16

(typ.)

curb timber

6 x 6

Steel railing post (typ.)

C Existing Bridge = C New BridgeL

Structural Steel Diaphragm planks (typ.)

timber

3 x 12

K. EIKERMANN 6

S6

(10 ga.) (typ.)

Thrie-Beam Bridge Railing

Provide 3 gdrs. minimum.

Rolled steel girder (typ.)

EXISTING TYPICAL SECTION @ MIDSPAN

F glulam deck panel

" timber 8

Grade

Roadway

Existing

RAILING ELEVATION @ ENDS

" = 1'-0"2

Flared Thrie Beam End Section to remain in place Masonry Parapet Existing Stone

Bridge Railing Thrie Beam head bolt (typ.)

No Scale manufacturer.

elastomeric bearing pad per bridge Anchor bolts, bearing plate, and

0%(typ.)

timber running planks

2"x12" rough sawn clip (typ.)

Steel deck

0%

TYPICAL SECTION @ MIDSPAN

splice at diaph.

Optional field bolted

D. GERMANI

Countersink hole @ bolt head.

Stagger transversely.

2'-0" max. along the girders.

Note: Space deck connections at

DECK CONNECTION DETAIL

New Bridge

Begin or End Existing Bridge

Begin or End deck panel

" timber glulam8

3'-0" 1'-6" 1'-6" 3'-0"

UNLESS NOTED

N

C A \5

(1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g ty p ic a l.

d g n

CA BLM 5910(1)

REPLACEMENT

EAST FORK KAWEAH RIVER BRIDGE

CASE MOUNTAIN ROAD

Structural Backfill

Pay limits for

Structural Backfill

Pay limits for

" = 1'-0"4 1Scale

3'-0"1'-6"1'-6"3'-0"

L

6'-0"6'-0" "4

"4

C Existing Bridge = C New BridgeL

A

A

ABUTMENT 1

2%

Taper @ ends

" glulam deck8

L

SECTION A-A

post (typ.)

Steel railing

G

S7 running planks

2 x 12 timber

2'-0"

Grade

Roadway

Existing m in e m b c k

Cut steps as necessary to maintain min. embed. into rock m in e m b c k new concrete.

between existing and

Place bond breaker

STRUCTURAL BACKFILL SECTION A-A

e m b c k sheet pile endwall

Galvanized steel

2'-0"

V a r ie s

V a r ie s

1'-6"

Grade

Existing Roadway

Begin Existing Bridge

Begin New Bridge

Begin New Bridge m in

2'-0"

Backfill

Structural

Limits of endwall.

sheet pile

Bottom of

B

B

Backfill

Structural

Limits of

(typ.)

3" Ø weephole

D. GERMANI

SECTION B-B

2'-0"

V a r ie s

1'-6"

Grade

Existing Roadway Begin New Bridge fill slope4 31:1

3" 1'-0"3 eq. spa. = 3'-2" 1'-0"3 eq. spa. = 3'-2" 3 eq. spa. = 3'-2" 3"

4-#4A4

4-#4A7

2-#4A4

#5A3

4-#4A7 b.f. (typ.)

#4A bars

& 2-#4A5

2-#4A4 b.f.

& 2-#4A5

2-#4A6 b.f.

rock surface

Approx.

rock surface

Approx.

surface rock

Approx.

c lr

1'-8" min. splice (typ.)

G. MAY

2-#5A1 2-#5A2 2-#5A3

4-#4A4 w/ drain grate

C 3" Ø weephole

UNLESS NOTED

" = 1'-0"2 b.f. = both faces o.f. = other face f.f. = fill face

Abbreviations:

FRONT ELEVATION ABUT. 1

2'-0" 4'-0"4'-0" 2'-0"

Approx.

rock surface as necessary.

within new abutment

Remove portions to remain in place.

Existing Pier 1 footing

N

C A \5

(1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g a b u t.

d g n

CA BLM 5910(1)

REPLACEMENT

EAST FORK KAWEAH RIVER BRIDGE

CASE MOUNTAIN ROAD

2'-0"2'-0"1'-6"1'-6"

" = 1'-0"4 1Scale

3'-0"1'-6"1'-6"3'-0"

L

6'-0"6'-0" "4

C Existing Bridge = C New BridgeL

A

A

ABUTMENT 2

2'-0"2'-0"1'-6"

2% 6

Taper @ ends

2 x 12 timber running planks

" glulam deck8

SECTION A-A

L

H8

F o o ti n g

A b u t.

C a p post (typ.)

Steel railing S8 bag wall cement

Existing

Grade

Roadway

Existing

End New Bridge End Existing Bridge

End New Bridge

Grade

Roadway

Existing

3'-5"

D. GERMANI

endwall sheet pile

Galvanized steel

SECTION A-A

STRUCTURAL BACKFILL

endwall.

sheet pile

Bottom of

B

B

End New Bridge

Grade

Roadway

Existing

SECTION B-B

Backfill

Structural

Limits of

1:2 fill slope

(typ.)

3" Ø weephole w/ drain grate

C 3" Ø weephole fill slope4 31:1 elevation

Final berm

1'-6"2'-0"2'-0"1'-6"1'-6"

Structural Backfill

Pay limits for

Structural Backfill

Pay limits for

3" 3"

#5A8 #5A9 c lr

6"

G. MAY

12-#4A10

4-#4A10

2-#4A10 #5A11

6-#4A10 #5A8 & #5A9 (typ.)

#5A12 (typ.)

11 eq. spa. = 11'-6", #5A8, #5A9, #5A11, & #5A12

4-#4A10

#5A11

#4A10

#5A12

UNLESS NOTED

" = 1'-0"2 b.f. = both faces o.f. = other face f.f. = fill face

Abbreviations:

4'-0" 4'-0"2'-0" 2'-0"

FRONT ELEVATION ABUT. 2

Backfill

Structural

Limits of

N

C A \5

(1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g a b u t.

d g n

CA BLM 5910(1)

REPLACEMENT

EAST FORK KAWEAH RIVER BRIDGE

CASE MOUNTAIN ROAD

REBAR LIST

9 ID. GERMANIR. WEHNER NONE

Dimensions in bending diagrams are out-to-out of bars

NOTES

b.f. = both faces o.f. = other face f.f. = fill face

Abbreviations:

REINFORCING STEEL SCHEDULE DIMENSION TABLE

BAR MK SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R

ABUTMENT 1

V or N

817 0'-3ƒ" 2'-4" 1'-8" 2'-4"6'-4"#5A1 535 Stirrups

817 0'-3ƒ" 2'-9" 1'-8" 2'-9"7'-2"#5A2 605 Stirrups

817 0'-3ƒ" 3'-1" 1'-8" 3'-1"7'-10"#5A3 655 Stirrups

10STR 11'-8"11'-8"#4A4 784 Horiz. top

4STR 5'-6"5'-6"#4A5 154 Horiz.

2STR 7'-8"7'-8"#4A6 104 Horiz. b.f.

4STR 3'-8"3'-8"#4A7 104 Horiz. bot.

291 LBSSUBTOTAL

BAR MK SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R

ABUTMENT 2

V or N

1217 0'-3ƒ" 3'-8" 2'-10"6'-6"#5A8 815 Vert. f.f.

1217 0'-3ƒ" 3'-2" 2'-10"6'-0"#5A9 755 Vert. o.f.

18STR 11'-6"11'-6"#4A10 1384 Horiz.

1217 0'-3ƒ" 1'-9" 1'-8" 1'-9"5'-2"#5A11 655 Stirrups

12STR 5'-2"5'-2"#5A12 655 Horiz. top footing

424 LBSSUBTOTAL

B

STR

B

C

D

OPTIONAL LEG

TYPE 17

S9

N

C A \5

(1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g r e b a r .d g n

CA BLM 5910(1)

REPLACEMENT

EAST FORK KAWEAH RIVER BRIDGE

CASE MOUNTAIN ROAD

'-0

C BridgeL

PLAN

" = 1'-0"4

(typ. @ abuts.)

bearing plate

" x 1'-0" steel 4

Grouted CMU wall (typ. @ abuts)

(ty p.)

S tru c tu re

M ile F lu m e

To East Fork of Kaweah Bridge To Case Mountain

A

Existing W12x72 steel girders to remain in place.

New timber glulam deck panel.

New timber bridge railing

Existing 6-mile flume structure

(do not disturb).

ELEVATION

2'-0"3 spa. @ 4'-0" = 12'-0"2'-0"

(typ. both sides)

(measured along gutterline)

Railing post spa.

Drawing No. Description

BRIDGE DRAWING INDEX

TYPICAL SECTION

GENERAL NOTES

BRIDGE PLAN & ELEVATION

BRIDGE RAILING

BRIDGE PLAN & ELEVATION

N

Gutterline

Gutterline

K. EIKERMANN

Existing sign "Weight Limit 10 Tons" to be removed.

Existing sign "Weight Limit 10 Tons" to be removed.

Existing Bridge Length = 20'-0"±

Begin Bridge End Bridge

-4 T im be r

G lu la m D ec k Pa n el s

Existing Bridge Deck to be removed

3x18 timber endwall (typ.).

Provide full length of CMU wall with no more than 2 pieces per side.

"1 (t yp for details.

See Rdwy. plans

4 corners)

(typ. @ all

Object marker

ABUT. 1 ABUT. 2

New 3x18 timber endwall

(typ. @ both ends).

See RG3017-C for details.

Existing grouted CMU abutment wall to remain in place (typ.)

D. GERMANI

Profile grade

RG3017-C

RG3017-D

RG3017-E

BRIDGE ABUTMENTS

to ordering materials.

and submitted to CO for approval prior

Actual dimensions shall be field verified existing plans do not exist.

are based on field measurements as

Dimensions shown for existing elements

S10 for Section A-A.

Note: See RG3017-C

New Bridge Length = 16'-0"±

New timber running planks

(typ.)

A

A

BRIDGE WORK:

K. EIKERMANN

D. GERMANI

RG3017-A

RG3017-B

Grade = 0% limitations.

planning work sequence with regards to construction equipment weight

Consider loading limits of existing bridge (posted at 10 tons) in to ordering material.

revised quantities with the fabrication submittal to CO for approval prior determine timber deck panel and railing layout. Submit drawing with member lengths, spacings, and relative configurations, as necessary to existing steel girders. Prepare plan layout drawing of bridge, noting ordering materials for new timber deck and railing, survey and map the

After the removal of existing timber deck and railing, and prior to

Additionally, do not disturb existing flume structure.

Do not damage existing bridge components that are to remain in place.

for additional requirements regarding removal.

See Section 104 & 203 of FP-14 and Special Contract Requirements endwall members.

timber running planks, timber curb, steel pipe railing, and timber

Remove all existing deck elements, including transverse deck planks, N

C A \5

(1

B r id g e \R

G \C

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RG3017-

CA BLM 5910(1)

CASE MOUNTAIN ROAD

TULARE COUNTY, CALIFORNIA

of 5

6 MILE FLUME BRIDGE

OPTION X

JANUARY 2015

GENERAL NOTES

NONE 2 BK. EIKERMANN D. GERMANI

S11

N

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(1

B r id g e \R

G \C

A e s \D

G N

F il e s \R

G g n .d g n

CA BLM 5910(1)

CASE MOUNTAIN ROAD

TULARE COUNTY, CALIFORNIA

of 5

6 MILE FLUME BRIDGE

Grouted CMU wall

2'-0"

1'-0" bearing plate

" steel 4

Grouted CMU wall

2'-0"

1'-0" glulam deck panel

" timber 8 1New 5 steel girder

Existing W12x72 bearing plate

" steel 4

(to be removed)

2x timber endwall profile grade

Approx. existing

(to be removed) timber running planks 2 13x11

W12x72 steel girder

EXISTING ABUTMENT SECTION

Begin or End Bridge

(to be removed) timber decking2 13x11 timber endwall

New 3x18 rough sawn

Taper ends.

2x12 Timber running planks.

K. EIKERMANN D. GERMANI 3 C

BRIDGE ABUTMENTS

" = 1'-0"2

NEW ABUTMENT SECTION (SECTION A-A)

Note: See RG3017-A for location of Section A-A.

1'-6"

Grouted CMU wall

(Normal to Abut.) (Normal to Abut.)

(Normal to Abut.)

S12 installation. Countersink head.

"Ø pilot hole prior to 64 15max. spa. Drill

" Ø x 6" lag screw w/ washer @ 2'-0" 8 at girder end.

Begin or End Bridge

Grouted CMU wall

2'-0" glulam deck panel

" timber 8 1New 5 steel girder

Existing W12x72

Taper ends.

2x12 Timber running planks.

(Normal to Abut.)

at girder end.

Begin or End Bridge

Girder end

STRUCTURAL EXCAVATION DETAIL

STRUCTURE BACKFILL DETAIL

timber endwall

New 3x18 rough sawn

1'-6"

Excavation.

Pay limits for Structure profile grade

Approx. existing subsection 208.09 of FP-14.

material and compact per

Backfill with excavated steel girder.

Existing W12x72 grade

New profile deck panel.

top of glulam

Grade to meet

N

C A \5

(1

B r id g e \R

G \C

A e s \D

G N

F il e s \R

G a b u t.

d g n

CA BLM 5910(1)

CASE MOUNTAIN ROAD

TULARE COUNTY, CALIFORNIA

of 5

6 MILE FLUME BRIDGE

12'-2"

13'-7"

6"

"2

C BridgeL

3" (typ.)

C BridgeL

12'-0"

3'-0"1'-6"1'-6"3'-0"

(typ.)

timber running planks

2"x12" rough sawn glulam deck panel

" timber 8

EXISTING TYPICAL SECTION

TYPICAL SECTION

"2 111 "2

13'-11"

0%

(to be removed, typ.)

Lag bolt deck connection

2" Ø steel pipe railing

(to be removed, typ.)

(to be removed, typ.)

6 x 6 timber curb planks (to be removed, typ.)

timber running 2 13 x 11

(to be removed, typ.)

timber decking2 13 x 11 head bolt (typ.)

No Scale clip (typ.)

Steel deck

OPTION X

D

(typ.)

stay in place steel girder to

W12x72 rolled

Timber Railing see RG3017-E for details.

Countersink hole @ bolt head.

2'-0" max. along girders.

Note: Space deck connections @

" = 1'-0"2 1 4

TYPICAL SECTION

DECK CONNECTION DETAIL

D. GERMANI

"±2 11'-82'-2"±2'-11"±2'-11"±2'-2"±"±2

11'-8

"±2 11'-102'-2"±2'-11"±2'-11"±2'-2"±"±2

11'-10

K. EIKERMANN

S13

N

C A \5

(1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g ty p ic a l.

d g n

CA BLM 5910(1)

CASE MOUNTAIN ROAD

TULARE COUNTY, CALIFORNIA

of 5

6 MILE FLUME BRIDGE

TYPICAL RAIL SECTION

B

C PostL

C PostL

6" 8"

A

A

B

VIEW A-A VIEW B-B

1'-0"

3"

" Ø dome head bolt (typ.)8

3'-6"

(typ.)

L

PLAN

ELEVATION

timber curb

C 6 x 12

6" 3"

5 E

4" Ø dome head bolt thru

C timber curb L "

" Ø hole8 3with 1

" plate washer 4 16" x 6" x a ll s id e s

(min. 11 ga. thickness)

Galvanized metal cap recommendations.

manufacturers

Attach to post per

POST CAP DETAIL

(typ. @ all posts) bolt thru C curb

" Ø dome head 4

L

" Ø dome head bolt (typ.)4

L timber curb

C 6 x 12

" Ø dome head bolt (typ.)4

K. EIKERMANND. GERMANI

" = 1'-0"4

" Ø dome head bolt (typ.)8

4" Ø split rings

" Ø dome head bolt (typ.)4

4" Ø split ring (typ.)

ty p

C PostL

(typ.@ ends) (typ.@ int.)

glulam rail

" 2 1" x 104 see detail.

Post cap post timber

8 x 8 curb timber

6 x 12 spacer block

" timber 2 1" x 74

" Ø dome head bolts thru 11 "

Ø holes

" Ø dome head bolt (typ.)4 scupper block

6 x 12 timber gutterline) along

(measured

Post spa.

6"8" 4"10"

6 x 12 timber scupper block

(typ. @ end post)

3'-0"

4" 8"6"

6 x 12 timber scupper block

(typ. @ int. post)

C C

Begin or End Bridge

"8 11'-92'-0" gutterline) along

(measured

Post spa.

bolt (typ.)

" Ø dome head 4 3 post (typ.)

8 x 8 timber

(typ.@ int.)

Gutterline

Begin or End Bridge

"8 11'-9 2'-0" gutterline) along

(measured

Post spa.

(typ.@ int.)

C post (typ.)

head bolt thru

" Ø dome 4

L curb timber

6 x 12

Begin or End Bridge

SECTION C-C

@ ACUTE END @ OBTUSE END

" Ø hole (typ.)8 3with 1

" plate washer 4 1" x 2

1" x 52 rings (typ.)

4" Ø split

OPTIONAL CURB SPLICE DETAILS

Glulam rail member shall not contain splice.

continuous over not less than 2 posts.

shall be located so that curb member is

Curb splice is not required but if provided

BRIDGE RAILING

(typ.)

to match skew.

and scupper block

Miter ends of curb to match skew.

and scupper block

Miter ends of curb

S14 gutterline along measured

4'-0"2'-0"

RAILING NOTES:

No Scale

UNLESS NOTED

N

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G N

F il e s \R

G r a il .d g n

CA BLM 5910(1)

CASE MOUNTAIN ROAD

TULARE COUNTY, CALIFORNIA

of 5

6 MILE FLUME BRIDGE