Final Plans.pdf

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S

Y M

F S

T R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Thomas Mellett Craig

C 78592

9/30/21

SURVEY CONTROL SHEET

A4

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d C

T L F S

T R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

0+

0 350+

0+

121.3121.48

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S

T E F S

T R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

A5

10000'5000'0

Scale in Feet

SITE MAP

3 m iles

To Folsom

13 miles

To Galt

Station 2000+35.00

Begin Schedule A

Begin Project

CA FTBR FSTR(2)

Station 2016+30.00

End Schedule A

CA FTBR FSTR(2)

Station 238+00.00

Begin Option X

CA FTBR FSTR(2)

Station 705+15.00

End Option Y

End Project

CA FTBR FSTR(2)

Station 562+10.00

Begin Option Y

End Option X

CA FTBR FSTR(2)

to 1004+43.50

Station 1003+21.45

Bridge Construction

Schedule A

CA FTBR FSTR(2)

Station 2017+10.00 = 0+00.00

Station 558+00.00 = 1001+00.00 Station 563+10.00 = 1006+00.00 to 35+00.00

Station 31+00.00

Tunnel Work

Miscellaneous

Option Y

CA FTBR FSTR(2)

to 699+00

Station 695+60

Structure Work

Miscellaneous Shade

Option Y

CA FTBR FSTR(2)

Blvd

Country

G old

T ri b u ta ry C ro ss in g D r

L in c o ln H w y

F o ls o m B lv d

Sunrise Blvd

W h it e R o c k R d

I n te r n a ti o n a l

D r D o u g la s R d

K ie fe r B lv d

J a c k s o n R d

F lo r in R d G rant Line R d

S loughhouse R d

Thomas Mellett Craig

A6

TYPICAL SECTIONS

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

Y P F S

T R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Shared

7'

Lane

Shared

7'

Lane

Shdr

Varies 2.5 to 4'

E d g e o f

P a v e m e n t Shdr

Varies 2.5 to 4'

E d g e o f

P a v e m e n t

Var ies Varies

SHARED-USE LANES

TYPICAL SECTION

LaneLane

Shdr

E d g e o f

P a v e m e n t Shdr

Existing ground

E d g e o f

P a v e m e n t

Var ies Varies

NO SCALE

NOTE:

asphalt surface treatment.

Refer to Summary Tabulation Sheets for width and extent of all micro-surfacing operations.

concrete island, stone wall, manholes, and water valves during

Protect asphalt curbs, concrete curb & gutter, concrete barriers,3.

2.

1.

Varies 3 to 6'

Varies 3 to 6'

Shared

4 to 7'

Shared

4 to 7'

SHARED-USE LANES AT PEDESTRIAN BRIDGE

TYPICAL SECTION

LaneLane

E d g e o f

P a v e m e n t

SHARED-USE LANES AT PEDESTRIAN BRIDGE

TYPICAL SECTION

(Placed in 2 equal lifts)

3.5" Asphalt concrete pavement

3.5" Roadway aggregate

Existing ground

Shared

4'

Shared

4'

LaneLane

SHARED-USE LANES AT PEDESTRIAN BRIDGE

TYPICAL SECTION

(Placed in 2 equal lifts)

3.5" Asphalt concrete pavement

3.5" Roadway aggregate

Shared

4'

Shared

4'

Option X - 1003+21.45 to 1003+32.00 Option X - 1004+38.20 to 1004+43.50

14'

8'

13'

10'

Pavement removal and replacement

31'

Pavement removal and replacement

30'

LaneLane

Shared

4'

Shared

4'

Wingwall (typ.)

Slope Varies Slope Varies

SHARED-USE LANES AT PEDESTRIAN BRIDGE

TYPICAL SECTION

Option X - 1004+29.19 to 1004+38.20

Option X - 1003+32.00 to 1003+36.86

Existing ground Existing ground

Existing pavement

Slope VariesSlope Varies

Existing pavement

1.

DETAIL A

1:4

30°

Shoulder up with aggregate base

Construct 30° pavement edge (safety edge)

Asphalt concrete pavement

Roadway aggregate

6"

Micro surfacing

Micro surfacing to stay on the existing bench.

Steepen the foreslope as necesary, but not steeper than 1:2, Construct a 1:4 foreslope unless otherwise directed by the CO.

3.5" Roadway aggregate

(Placed in 2 equal lifts)

3.5" Asphalt concrete pavement

(typ.)

6"

3" (typ.)

3" (typ.)

See Detail A See Detail A

Fence (typ.)

Option Y - 562+10.00 to 705+15.00

Option X - 238+00.00 to 558+00.00 = 1001+00.00

Schedule A - 2000+35.00 to 2016+30.00

(for trail widths 19' to 22')

Option X - 1004+43.50 to 1006+00.00 = 562+10.00

Option X - 1001+00.00 to 1003+21.45

Thomas Mellett Craig

A7

TYPICAL SECTIONS

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

Y P F S

T R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Existing ground

Var ies Varies

MICRO SURFACING

TYPICAL SECTION

For Trail Width Dimensions

See Summary Tabulation Sheets

Schedule A

Construction Limits

Construction Limits

Slope VariesSlope Varies

See Detail B

DETAIL B

Micro-Surfacing, Type 2

Existing Asphalt Surface

NO SCALE

NOTE:

asphalt surface treatment.

Refer to Summary Tabulation Sheets for width and extent of all micro-surfacing operations.

concrete island, stone wall, manholes, and water valves during

Protect asphalt curbs, concrete curb & gutter, concrete barriers, 3.

2.

1.

Pavement Patching.

quantities for Crack Cleaning & Sealing and Asphalt Concrete

Refer to the Summary Tabulation Sheets for locations and

Thomas Mellett Craig

Sheet and Description

B5 B5 B5 B6-B7 B7 B8 S2

Surfacing &

Survey

Summary

Erosion Control

Summary Curb Summary

Permanent

Sign Summary

Permanent

Pavement

Marking

Summaries

Miscellaneous

Summary

Pedestrian

Bridge

Summary

Allowance Bid

Schedule

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 0.39 0.11 0.50

A0030 15215-2000 SURVEY AND STAKING, BRIDGE EACH 1 Contract Quantity

A0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0050 15401-0000 CONTRACTOR TESTING LPSM ALL

A0060 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0070 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0080 20301-2400 REMOVAL OF SIGN EACH 109 109

A0090 20302-0200 REMOVAL OF CURB LNFT 20 5 25

A0100 20302-0700 REMOVAL OF FENCE LNFT 1,045 55 1,100

A0110 20302-0900 REMOVAL OF FENCE, CHAIN LINK LNFT 75 5 80

A0120 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 50 10 60

A0130 20444-0000 SLOPE GRADING SQYD 58 12 70

A0140 20801-0000 STRUCTURE EXCAVATION CUYD 80 80 Contract Quantity

A0150 20803-0000 STRUCTURAL BACKFILL CUYD 50 50 Contract Quantity

A0160 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 17 17

A0170 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 9 1 10

A0180 40301-0200 ASPHALT CONCRETE PAVEMENT, TYPE 2 TON 10 1 11

A0190 40601-0000 FOG SEAL TON 0.02 0.08 0.10

A0200 40901-2000 MICRO SURFACING, TYPE 2 SQYD 3,336 214 3,550

A0210 41102-1000 PRIME COAT, METHOD 1 SQYD 50 50

A0220 41201-0000 TACK COAT TON 0.02 0.08 0.10

A0230 41402-2000 CRACKS, CLEANING AND SEALING MILE 0.47 0.03 0.50

A0240 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 200 200

A0250 55201-0600 STRUCTURAL CONCRETE, CLASS C (AE) CUYD 43 43 Contract Quantity

A0260 55401-1000 REINFORCING STEEL LB 3,700 3,700 Contract Quantity

A0270 55504-0000 PRE-FABRICATED STEEL BRIDGE LPSM All ALL

A0280 60506-0000 STANDARD OR GEOCOMPOSITE UNDERDRAIN SYSTEM LNFT 64 64 Contract Quantity

A0290 60901-2300 CURB, ASPHALT, 6-INCH DEPTH LNFT 32 3 35

A0300 61801-0000 CONCRETE BARRIER LNFT 160 10 170

A0310 61901-1300 FENCE, CHAIN LINK LNFT 195 15 210

A0320 61902-0900 GATE, METAL EACH 1 1

A0330 61904-0000 BOLLARD POST EACH 2 2

A0340 61920-2000 REMOVE AND RESET GATE (MODIFY GATE) EACH 2 2

A0350 62201-0050 DUMP TRUCK, 5 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0360 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 18-INCH WIDTH HOUR 20

A0370 62301-0000 GENERAL LABOR HOUR 20

MileStone: FINAL PS&E

Date Completed: 04/01/20

Report Date: 04/01/20

A

M

E

N

D

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A -A p r-

:3

A

M

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated

Quantities c p w w o rk in g \c e n tr a l0

\d

C A F

T B R F

S T R (2

S O

Q .x ls m

]S h e e t

STATE PROJECT

B1FTBR FSTR(2)CA

SHEET

NUMBER

Thomas Mellett Craig

Sheet and Description

B5 B5 B5 B6-B7 B7 B8 S2

Surfacing &

Survey

Summary

Erosion Control

Summary Curb Summary

Permanent

Sign Summary

Permanent

Pavement

Marking

Summaries

Miscellaneous

Summary

Pedestrian

Bridge

Summary

Allowance Bid

Schedule

A0380 63301-0000 SIGN SYSTEM EACH 96 96

A0390 63308-0000 OBJECT MARKER EACH 13 13

A0400 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 0.3 0.2 0.5

A0410 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 4 4

A0420 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0430 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 815 45 860

-A p r-

:3

A

M

MileStone: FINAL PS&E

Date Completed: 04/01/20

Report Date: 04/01/20 c p w w o rk in g \c e n tr a l0

\d

C A F

T B R F

S T R (2

S O

Q .x ls m

]S h e e t

(2

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B2FTBR FSTR(2)CA

SHEET

NUMBER

Thomas Mellett Craig

B9 B9

Surfacing & Survey

Summary

Permanent Pavement

Marking Summaries Allowance

Bid

Schedule

X0010 15101-0000 MOBILIZATION LPSM ALL

X0020 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 6.060 0.340 6.400

X0030 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0040 15401-0000 CONTRACTOR TESTING LPSM ALL

X0050 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0060 40901-2000 MICRO SURFACING, TYPE 2 SQYD 69,111 3,489 72,600

X0070 41402-2000 CRACKS, CLEANING AND SEALING MILE 6.90 0.40 7.30

X0080 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 25.8 2.2 28.0

X0090 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN MILE 10.3 0.7 11.0

X0100 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 51 51

X0110 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

-A p r-

:3

A

M

MileStone: FINAL PS&E

Date Completed: 04/01/20

Report Date: 04/01/20 c p w w o rk in g \c e n tr a l0

\d

C A F

T B R F

S T R (2

S O

Q .x ls m

]S h e e t

(3

SUMMARY OF QUANTITIES - Option X

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B3FTBR FSTR(2)CA

SHEET

NUMBER

Thomas Mellett Craig

B10 B10 B10

Surfacing & Survey

Summary Miscellaneous Summary

Permanent Pavement

Marking Summaries Allowance

Bid

Schedule

Y0010 15101-0000 MOBILIZATION LPSM ALL

Y0020 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 2.710 0.290 3.000

Y0030 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y0040 15401-0000 CONTRACTOR TESTING LPSM ALL

Y0050 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Y0060 20301-2700 REMOVAL OF STRUCTURE EACH 1 1

Y0070 40901-2000 MICRO SURFACING, TYPE 2 SQYD 29,334 1,516 30,850

Y0080 41402-2000 CRACKS, CLEANING AND SEALING MILE 4.17 0.23 4.40

Y0090 56301-2000 PAINTING, STEEL STRUCTURE (CORRUGATED STEEL

TUNNEL) LPSM All ALL

Y0100 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 11.0 1.0 12.0

Y0110 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN MILE 4.7 0.3 5.0

Y0120 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 17 17

Y0130 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

Y0140 64603-1500 FIXTURE, SHELTER Includes Square Minor Depth

EACH 1 1 Concrete Pad

-A p r-

:3

A

M

MileStone: FINAL PS&E

Date Completed: 04/01/20

Report Date: 04/01/20 c p w w o rk in g \c e n tr a l0

\d

C A F

T B R F

S T R (2

S O

Q .x ls m

]S h e e t

(4

SUMMARY OF QUANTITIES - Option Y

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B4FTBR FSTR(2)CA

SHEET

NUMBER

Thomas Mellett Craig

B5

SCHEDULE A

SUMMARIES

MISCELLANEOUS

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

A B F S

T R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Thomas Mellett Craig

B6

SUMMARIES

MISCELLANEOUS

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

A B F S

T R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Thomas Mellett Craig

B7

SUMMARIES

MISCELLANEOUS

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

A B F S

T R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Thomas Mellett Craig

B8

SUMMARIES

MISCELLANEOUS

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

A B F S

T R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Thomas Mellett Craig

B9

OPTION X

SUMMARIES

MISCELLANEOUS

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

A B F S

T R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Thomas Mellett Craig

B10

OPTION Y

SUMMARIES

MISCELLANEOUS

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

A B F S

T R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Thomas Mellett Craig

2000+

1000'500'0

Scale in Feet

C1

Sheet 1 of 5

0+00 TO 130+00

2000+35 TO 2017+10

FOLSOM SOUTH TRAIL

PLAN

1000'500'0

Scale in Feet

Lincoln Hwy

Folsom Blvd

H a z e l

A v e

Gold Country Blvd

Folsom South Canal

Fols om S outh Can al

Folsom Blvd

Mercantile Dr

Salisbury Rd

Lincoln Hwy

Tributary Point Dr

C r o s s in g D r

T r ib u ta r y

See SCR Subsection 107.10(e).

Do not disturb Elderberry Shrub(s).

See Detail G Special 634-A

Close Trail, Station 2016+20

Begin Micro Surfacing, Type 2

Schedule A

Station 2000+50

Place Concrete Barrier

Schedule A

Station 2014+70 to 2016+30

E: 6783844.89

N: 1993335.78

Station 2000+35.00

Schedule A

Begin Project

CA FTBR FSTR(2)

See Detail G Special 634-A

Close Trail, Station 2001+95

Modify Gate, See Special 619-C

End Micro Surfacing, Type 2 at Tributary Crossing Dr.

Suspend Project

Schedule A

Station 2016+30

Place Gate, See Special 619-B

Schedule A

Station 2000+35

(Corrugated Steel Tunnel)

Paint Steel Structure

Place Fence

Option Y

Station 31+00

(Corrugated Steel Tunnel)

Paint Steel Structure

Place Fence

Option Y

Station 35+00 types and locations.

all sign and pavement marking

See Miscellaneous Summaries for 1.

NOTE:

Modify Gate, See Special 619-C

Schedule A

Tributary Crossing Dr.

Resume Project at

Station 2017+10.00 = 0+00.00

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

L N

F S

T R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Thomas Mellett Craig

0+

0+

1000'500'0

Scale in Feet

C2

Sheet 2 of 5

1000'500'0

Scale in Feet

130+00 TO 297+00

FOLSOM SOUTH TRAIL

PLAN

Merc an tile Dr

Su nr ise B lv d

S u n ris e P a rk D r

W h ite R o c k R d

W h it e R o c k R d

Sunri se Blv d

I n te r n a ti o n a l

D r

Kilgore Rd

Fo ls om S ou th C an al

Folsom South Canal

NOTE:

types and locations.

all sign and pavement marking

See Miscellaneous Summaries for 1.

E: 6771433.82

N: 1975951.40

Station 238+00

Option X

CA FTBR FSTR(2)

Begin Micro Surfacing, Type 2

Option X

Station 238+00

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

L N

F S

T R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Thomas Mellett Craig

1000'500'0

Scale in Feet

C3

Sheet 3 of 5

1000'500'0

Scale in Feet

297+00 TO 450+00

FOLSOM SOUTH TRAIL

PLAN

See Detail G Special 634-A

Close Trail, Station 361+15 See Detail G Special 634-A

Close Trail, Station 369+35

See Detail G Special 634-A

Close Trail, Station 326+55

See Detail G Special 634-A

Close Trail, Station 332+15

D o u g la s R d

Folsom South Canal

Sunrise Blvd

Folsom South Canal

C h r y s a n th y B lv d

B o s p h o r u s D r

J u s ti n ia n D r

See SCR Subsection 107.10(e).

Do not disturb Elderberry Shrub(s).

types and locations.

all sign and pavement marking

See Miscellaneous Summaries for

NOTE:

1.

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

L N

F S

T R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Thomas Mellett Craig

0+

00 5

121.3121.48

1000'500'0

Scale in Feet

C4

Sheet 4 of 5

1000'500'0

Scale in Feet

450+00 TO 595+00

FOLSOM SOUTH TRAIL

PLAN

See Detail G Special 634-A

Close Trail, Station 584+75

See Detail G Special 634-A

Close Trail, Station 552+90

See Detail G Special 634-A

Close Trail, Station 486+65 See Detail G Special 634-A

Close Trail, Station 494+60

Folsom South Canal

Folsom South Canal

Sunrise Blvd

K ie fe r B lv d

J a c k s o n R d

Sunrise Blvd

F lo r in R d types and locations.

all sign and pavement marking

See Miscellaneous Summaries for

NOTE:

1.

Bridge Plan and Profile

See Sheet D1 for

Special 634-A

See Detail G

Close Trail, Station 588+80

Special 634-A

See Detail G

Close Trail, Station 549+70

E: 6777893.28

N: 1945988.78

CA FTBR FSTR(2)

563+10.00

1006+00.00 =

E: 6777863.20

N: 1946486.36

CA FTBR FSTR(2)

558+00.00

1001+00.00 = to 1004+29.19

Station 1003+36.86

Pedestrian Bridge

Suspend Project at Jackson Road

Station 550+60

Resume Project at Jackson Road

Station 552+25 at Florian Road

Resume Project

Station 588+05 at Florian Road

Suspend Project

Station 586+00

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

L N

F S

T R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Thomas Mellett Craig

0 6

0 6

1000'500'0

Scale in Feet

C5

Sheet 5 of 5

1000'500'0

Scale in Feet

595+00 TO 705+15

FOLSOM SOUTH TRAIL

PLAN

at Grant Line Road

Resume Project

Station 637+05 at Grant Line Road

Suspend Project

Station 635+00

See SCR Subsection 107.10(e).

Do not disturb Elderberry Shrub(s).

See SCR Subsection 107.10(e).

Do not disturb Elderberry Shrub(s).

G ra n t L in e R d

Sh el do n La ke D r

Folsom South Canal

Sunrise Blvd

S lo u g h h o u s e R d

Folsom South Canal

Tra ilri der Dr

T ra ilr id e r

D r types and locations.

all sign and pavement marking

See Miscellaneous Summaries for

NOTE:

1.

E: 6781383.19

N: 1932792.49

Station 705+15.00

End Project

CA FTBR FSTR(2)

End Micro Surfacing, Type 2

Option Y

Station 705+15

Shade Structure)(Existing

Removal of Structure

Option Y

Station 695+60

(Shade Structure)

StructurePlace Fixture, Option Y

Station 699+00

Remove Fence

Schedule A

Station 695+00 to 705+00

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

L N

F S

T R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Thomas Mellett Craig

E L

.4

-0.065% -0.200%

.4

E L

.3

-0.130%

.2

V P I

.1

V P I

.8

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

N P F S

T R .d g n

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

P T

.8

P C

.8

1005+001004+001003+001002+001001+001000+00 1006+00 1007+00

D1Curve = P_BRIDGE-1

PI 1001+98.23

D

R = 650.00'

T = 78.35'

L = 155.95'

Curve Data:

100'50'0

Scale in Feet

L

Micro-Surfacing

Limits of

Limits of Micro-Surfacing

(Lane width 4' to 7')

120' Taper

(Lane width 7' to 4')

120' Taper

NO

MOTOR

VEHICLES

NO

MOTOR

VEHICLES

(Do Not Disturb)

Wetlands (typ.)

(Do Not Disturb)

Wetlands (typ.)

(Do Not Disturb)

Wetlands (typ.)

Bridge

Pedestrian

Proposed

NOTE:

width Taper

Begin Lane

1002+00 width Taper

End Lane

1005+70

Existing Fence

Existing Fence

See Misc. Summaries for sign and pavement marking types and locations.

Existing Fence

2.

1.

Plastic Fence

Place Temporary

Plastic Fence

Place Temporary

Plastic Fence

Place Temporary

Mainline Trail alignment not shown for clarity.

Trail Bridge

C Folsom South

End Bridge

1004+29.19

Begin Bridge

1003+36.86

E: 6777893.28

N: 1945988.78

CA FTBR FSTR(2)

563+10.00

1006+00.00 =

E: 6777863.20

N: 1946486.36

CA FTBR FSTR(2)

558+00.00

1001+00.00 =

Schedule A - Begin Bridge Construction

Option X - End Micro Surfacing, Type 2

1003+21.45

Option Y - Begin Micro Surfacing, Type 2

Option X - End Micro Surfacing, Type 2

Station 563+10

SCHEDULE A - PLAN AND PROFILE PEDESTRIAN BRIDGE

End Bridge

1004+29.19

Begin Bridge

1003+36.86

Construction

Begin Bridge

1003+21.45

Construction

End Bridge

1004+43.50

Existing ground

Plastic Fence

Place Temporary

OM3-R

R5-3

OM3-L

OM3-R

R5-3

OM3-L

a g u n a C r e e k

Begin Micro Surfacing, Type 2

Option X -

End Bridge Construction

Schedule A -

1004+43.50

Begin remove and replace fence

1004+38, 17' LT

End remove and replace fence

1003+32, 17' LT

replace fence

End remove and

1005+25, 11' RT

and replace fence

Begin remove

1002+72, 12' RT

Place Bollard Post

1003+30.00

Place Bollard Post

1004+40.00 grade profile

Proposed grade profile

Existing

Thomas Mellett Craig

NOTE:

12" min.

Maximum spacing (ft)

9" Ø Fiber Roll

Flow

12" min.

L im it

C le a r in g

S ta k e

S lo p e

INSTALLATION DETAIL

FIBER ROLL AS PERIMETER CONTROL

uphill side of fiber roll

Place excavated material on

P

M c p w w o r k in g c e n tr a l0 d C .d g n

U

S E

R

AT CULVERT OUTLET

FIBER ROLL

flared end section

Culvert inlet with

AT CULVERT INLET

FIBER ROLL

flared end section

Culvert outlet with Flow

D ire c tio n o f ru n o ff

Flow

FIBER ROLL LAPPING DETAIL

Stagger joints (typ.)

FIBER ROLL JOINT DETAIL

FIBER ROLL SLOPE LAYOUT

spacing table See Fiber Roll along contours

Install fiber rollsWood stakes

Fiber Roll

Slope

Fiber Roll

Pay Limits

Pay Limits overlap 12" (min.)

Fill slope side of fiber roll material on uphill

Place excavated

Flow Flow

54" or larger

Culvert Size

24" or smaller

30" to 48"

9" Ø Fiber Roll length (ft)

FIBER ROLLS AT CULVERTS*

needed due to project-specific conditions.

top of the culvert inlet only. Adjust length as

*Approximate length shown for rolls across the

See note 6 control runoff culvert as needed to

Install fiber rolls below

6.

5.

4.

3.

2.

1.

disturbance.

and all water entering the culvert is crossing the disturbance is on both the road and around the culvert

Place fiber rolls all the way around the inlet when the under it.

water is forced to flow through fiber roll rather than against upstream side of fiber roll to ensure storm with trench bottom and sides. Tamp soil backfill to the contour. Place fiber rolls in continuous contact

For fiber rolls on bare soil, construct trenches parallel

Expose stakes 2" above top of fiber roll.

Drive stakes into undisturbed soil at least 12" deep.

from each end.

2' o.c. max. culverts. Stake fiber rolls 6-inches stakes. Space stakes 4' o.c. max. on slopes and

Stake fiber rolls in place with 1" x 1" or 1" Ø wood vary more than 5% from level.

section of fiber roll, do not allow the fiber roll to

Install fiber rolls along slope contours. For any 20' to installation.

Repair all rills or gullies and properly compact prior

A A

Trench 2" min.

See no te 3

See no te 3

2" min.

Trench table for length requirements

See Fiber Rolls at Culverts culvert inlet

Install fiber rolls around table for length requirements

See Fiber Rolls at Culverts culvert outlet

Install fiber rolls around

Flow

Fiber roll roll 2" min.

Trench fiber

SECTION A-A

REVISED: 12/2017

DETAIL APPROVED FOR USE 01/2011

E1

C157-55

FIBER ROLL

Flow

NO SCALE

1V:4H or flatter

Slope Gradient

1V:2H or steeper

STAKE DETAIL

uphill side of fiber roll

Place excavated material on

Fill or cut slope

FIBER ROLL SPACING TABLE*

project-specific conditions.

*Approximate spacing shown. Adjust spacing as needed due to

Between 1V:4H and 1V:3H

Between 1V:3H and 1V:2H

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Thomas Mellett Craig

414-A

1.

2.

3.

CRACK SEALING DETAILS

" to 1"4 elastic sealant hot-poured

Seal crack with existing surface elevation

" below4

" to 8

Screed to existing surface.

Force crack repair materials into cracks to assure adhesion to manufacturer's recommendations for sealing cracks.

See section 414 for the type of sealant to be used. Follow pavement flush with existing surface

Fill crack with minor hot asphalt

NO SCALE

to subsections 414.05 and 414.06.

Clean existing surface prior to sealing cracks and seal according

> 1"

K1

CRACK SEALING

ASPHALT PAVEMENT

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d s p A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Thomas Mellett Craig

418-A

1.

conditions encountered at time of construction.

Extent of patch to be determined by the CO based on

2.

3.

90% of the maximum specific gravity.

Compact minor hot asphalt concrete mix to a minimum of

FULL DEPTH PATCH TYPE 2

FULL DEPTH PATCH

FLEXIBLE PAVEMENT

Pay Limits

4" Minor hot asphalt concrete to a depth of 4" base and subgrade material

Remove damaged pavement, V a r ie s to Subsection 418.03

Remove pavement according pavement

Existing base course

Existing

NO SCALE

to Subsection 412.04.

Clean existing surface prior to applying tack coat according

Patch, Type 2.

Subsidiary to Asphalt Concrete Pavement around the perimeter of the patch.

Tack coat according to Section 412

FULL DEPTH PATCH TYPE 2

Pay Limits

4" Minor hot asphalt concrete

V a r ie s base course

Existing

(for patches within existing asphalt)

(for new asphalt aprons) existing base course.

Recondition 4" of shape to a uniform surface. Compact according to Subsection 204.11.

Scarify surface to a 4-inch depth. Remove irregularities and

Remove organic, deleterious, and material larger than 6 inches.

item. See Section 418.

shown within the pay limits are included in the pay

All items, including saw cuts, removal of material, tack coat, etc.

5.

4.

K2

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d s p A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Thomas Mellett Craig

FOLSOM SOUTH TRAIL

PEDESTRIAN BRIDGE OVER LAGUNA CREEK

NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO.

of

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

SACRAMENTO COUNTY, CA

U.S. DEPT. OF THE INTERIOR BUREAU OF RECLAMATION

MARCH 2020B. BOWDEN

P

M a r c h

U

S S u r ft

D c p w w o r k in g c e n tr a l0 d B

D R F S

T R S

T R .d g n

STATE PROJECT

NUMBER

SHEET

CA CA FTBR FSTR(2)

0 1

PLAN

ELEVATION

40'20'0

Scale in Feet

L

L

L

Wall (typ.)

Prefabricated Steel Bridge Length = 90'-0"

92'-4"

1'-2"1'-2"

92'-4"

1004+001003+00 1005+00

El. 116.27

Design High Water plates over expansion joints (typ.)

Bridge fabricator to provide cover

(not shown)

Steel pedestrian railing

NOTES:

HYDRAULIC NOTES:

Q

Q

Q

721 2.2

782 2.3

883 2.5

L a g u n a C r e e k

HYDRAULIC DATA

116.27

116.43

116.67 ft /sec.

Q ft/sec.

V

Elev.

WS

T r a il

E x is ti n g

El. 121.48

1003+36.86

(Fill face Abut. 1)

Begin Bridge

El. 121.30

1004+29.19

(Fill face Abut. 2)

End Bridge

T r a il

P r o p o s e d

S0°46'33"E

FIX EXP

C Folsom South Trail Bridge

Freeboard for the Q is 2.5 feet.3.

determined.

Scour design event is Q and no scour effects were 2.

bridge.

Water surface elevations are at upstream face of 1.

Temporary construction fenceconstruction fence

Temporary

See Note 1.

C Folsom South Trail Bridge

Existing ground line at

C Folsom South Trail Bridge

Proposed grade at pavement (to remain unchanged).

Profile grade of approach trail is the top of existing 1.

End Bridge (Fill face Abut. 2)

Begin Bridge (Fill face Abut. 1)

El. 119.30

Min. Low Chord m a tc h e x is ti n g

E l.

.2

P I m a tc h e x is ti n g

E l.

.5

P I

-0.200%

PROFILE GRADE DIAGRAM

Location of structure

No Scale

Elevations are at profile grade C Folsom South Trail Bridge

FOUNDATION LAYOUT

INDEX TO SHEETS

DESCRIPTION

GENERAL NOTES

GENERAL PLAN AND ELEVATION

ABUTMENT DETAILS 1

ABUTMENT DETAILS 2

MISCELLANEOUS DETAILS 1

MISCELLANEOUS DETAILS 2

DRAWING NO.

RG3172-A

RG3172-B

RG3172-C

RG3172-D

RG3172-E

RG3172-F

RG3172-G

RG3172-H

RG3172-I

L

El. 112.6

Spread footingEl. 112.8

Spread footing

(t y p truss with concrete deck

Prefabricated weathering steel pony

DECK PLAN AND TYPICAL SECTION

SUMMARY OF BORING LOGS

S1

GENERAL PLAN AND ELEVATION

1"=20'-0'T. POWERS

1 9R. THOMPSON R. DEAQUINO RG3172-A

R

E N I

G N

E

LANOISSEFORP

D E

S N

E C

I L

A I

NROFILAC F

O

ET

A

T S

LIVIC

N A

H C

G

NUEHC-NIY

N A

V E

C 87754

EXP. 09/30/21

GENERAL NOTES DESIGN DATA

ESTIMATE NOTES:

CALL 811

CALL BEFORE YOU DIG:

for a full listing of project quantities.

See Summary of Quantities Sheet

Quantities for bridge items only.

geocomposite drainage board).

and granular backfill (or

(3) Includes drainage pipe, filter wrap,

(2) Includes material in deck.

Contract quantity(1)

ESTIMATE

ITEM NO. DESCRIPTION EST. PAY

QTY. UNIT NOTES

15214-1000 SURVEY AND STAKING, BRIDGE 1 LPSM

20801-0000 STRUCTURE EXCAVATION 80 CUYD

20803-0000 STRUCTURAL BACKFILL 50 CUYD

25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 17 CUYD

55201-0600 STRUCTURAL CONCRETE, CLASS C (AE) 43 CUYD (1) (2)

55401-1000 REINFORCING STEEL 3700 LB (1) (2)

55504-0000 PRE-FABRICATED STEEL BRIDGE 1 LPSM

60506-0000 STANDARD OR GEOCOMPOSITE UNDERDRAIN SYSTEM 64 LNFT (3)

abutments. Construction access shall be approved by the CO.

Construction Access: Crane locations for erection of the steel truss are limited to the paved canal roadways behind the new

Geotechnical report: A geotechnical report is available from the CO.

Construction stability: Contractor is responsible for the stability of the structure throughout the duration of construction.

railings as shown on the plans. For prefabricated steel superstructure requirements, see Special Contract Requirement 555.

Prefabricated Weathering Steel Bridge: Provide modular weathering steel truss bridge with structural steel decking and plans will not be paid for.

Reinforcing steel lap splices: Minimum lap splices shall be as shown on the plans. Bar splices other than those shown on the

The minimum concrete covering to the face of any bar shall be 2 inches, unless otherwise noted on the plans.

Reinforcing steel: Reinforcing steel shall be black bars and shall conform to AASHTO M31 or M322, (ASTM A615) Grade 60.

finish, per 552.14 (c) (2).

a class 2 finish, unless noted otherwise. Surface of bridge deck shall be concrete class C (AE) and shall receive a sidewalk concrete shall be made with Type II cement. All exposed edges shall have a 3/4" chamfer. Exposed surfaces shall be given strength of 4500 psi. On -site soils exhibit a negligible degree of sulfate attack on concrete (exposure class S0) so all

Concrete: Cast-in-place concrete for the abutments and wingwalls shall be class A (AE) and shall have a 28 day compressive

Bridges on Federal Highway Projects (FP-14 U.S. Customary Units).

Construction Specifications: The work shall be in accordance with the Standard Specifications for Construction of Roads and

S2

GENERAL NOTES

NoneT. POWERS

2 9R. THOMPSON R. DEAQUINO RG3172-B

Site Class = D. Seismic Zone = 3.

the long period spectrum acceleration, SD! = 0.350g.

Long period acceleration at 1.0 seconds (S1 = 0.163 g) modified by the site coefficient (Fv = 2.148) to give the short period spectrum acceleration, SDS = 0.513 g.

Short period acceleration at 0.2 seconds (Ss = 0.335 g) modified by the site coefficient (Fa = 1.532) to give spectrum acceleration, As = 0.216 g.

Peak ground acceleration (PGA = 0.143 g), if modified by the site coefficient (FPGA = 1.515) to give a

Seismic:

above.

Wind load on truss shall be determined by the truss fabricator in accordance with the specifications listed

Wind Load:

square foot.

taken as 0.72. Resistance factor = 0.8 (strength limit state). Factored bearing resistance is 2500 lbs. per

Abutment external stability designed by LRFD. For sliding the friction factor between soil and concrete is

Live Load Surcharge: Equivalent to a height of soil. For abutments h = 3 feet, for wingwalls h = 2 feet.

At Rest Pressure: Equivalent to a fluid unit weight of soil = 65 lbs. per cubic foot.

Active Pressure: Equivalent to a fluid unit weight of soil = 45 lbs. per cubic foot.

Lateral Earth Pressure:

No Allowance for future wearing surface.

Soil: 135 lbs. per cubic foot.

Structural Steel: 490 lbs. per cubic foot.

Concrete: 150 lbs. per cubic foot.

Dead Load:

Vehicle Live Load: Not Required

Pedestrian Live Load = 90 psfLoading:

Signs, Luminaires, and Traffic Signals with current interims.

and the 6th Edition of the AASHTO Standard Specifications for Structural Supports for Highway the AASHTO LRFD Guide Specifications for Design of Pedestrian Bridges, 2009 with current iterims;

Design in accordance with the 8th edition of the AASHTO LRFD Bridge Design Specifications, 2017; Design:

FOLSOM SOUTH TRAIL

PEDESTRIAN BRIDGE OVER LAGUNA CREEK

NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO.

of

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

a r c h

U

S S u r ft p w w o r k in g c e n tr a l0 d B

D R F S

T R S

T R .d g n

STATE PROJECT

NUMBER

SHEET

CA CA FTBR FSTR(2)

E N I

G N

E

LANOISSEFORP

D E

S N

E C

I L

A I

NROFILAC F

O

ET

A

T S

LIVIC

N A

H C

V E

0 1

FOLSOM SOUTH TRAIL

PEDESTRIAN BRIDGE OVER LAGUNA CREEK

NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO.

of

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

a r c h

U

S S u r ft p w w o r k in g c e n tr a l0 d B

D R F S

T R S

T R .d g n

STATE PROJECT

NUMBER

SHEET

CA CA FTBR FSTR(2)

40'20'0

Scale in Feet

L

NOTES:

Proposed grade (typ.)

Backwall (typ.)

ty p ty p

PLAN

ELEVATION

1004+001003+00 1005+00

Proposed slope (typ.)

C Folsom South Trail

Existing ground line at

L a g u n a C r e e k

(typ.)

11'-6"

Seat (typ.)

Seat (typ.)

(typ.)

3'-0" ty p

(typ.)

7'-6"

(typ.)

2'-0"

Abutment (typ.)

El. 112.6

Spread footingEl. 112.8

Spread footing

Freeboard3 ft

Velocity2.2 ft/s

Discharge721 cfs

Water Surface Elevation116.16

Frequency10 Year

El. 116.27

Design High Water

1004+29.19

Fill face of Abutment 2 Backwall

1003+36.86

Fill face of Abutment 1 Backwall

Front face abutment (typ.)

Backwall

Abutment 2

Fill face Backwall

Abutment 1

Fill face

S0°46'33"E

(typ.)

7'-0"

(typ.)

2'-0"

Temporary construction fenceconstruction fence

Temporary

LC Folsom South Trail ty p

SW-02SW-01

For abutment details, see sheets S5 and S6.2.

See sheet S4 for boring log information.1.

(typ.)

2'-0" ty p ty p ty p

(typ.), See Note 1

Boring log location (t y p

S3

FOUNDATION LAYOUT

1" = 20'-0"E. CHAN

3 9J. ROBERTS R. DEAQUINO RG3172-C

E N I

G N

E

LANOISSEFORP

D E

S N

E C

I L

A I

NROFILAC F

O

ET

A

T S

LIVIC

N A

H C

V E

NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO.

of

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

a r c h

U

S S u r ft p w w o r k in g c e n tr a l0 d B

D R F S

T R S

T R .d g n

STATE PROJECT

NUMBER

SHEET

CA CA FTBR FSTR(2)

50/3"

89/11.5"

50/6"

50/3"

50/6"

50/2"

86/10"

50/6"

50/6"

50/5.5"

SW-01 SW-02

REV 2

08-05-19

Perched water at 45 feet aggregate base course

3.5" of asphalt over 3.5" of •

121.5 (Approx. Elev. (typ.))

0.0 (Depth (typ.)) moist, trace gravel red-yellow. Clayey Sand (SC);

Loose to medium dense, •

120.9

0.6

Lean Clay (CL); moist

Very stiff, red-yellow, Sandy •

110.7

10.8 and Gravel (SP-SM); moist

Poorly Graded Sand with Silt

Gravel with Sand (GM) to red-yellow and brown, Silty

Dense to very dense, •

105.7

15.8 with Sand (CL); moist

Hard, red-yellow, Lean Clay •

68.5

53.0

(CL); moist; few sand

Hard, red-yellow, Lean Clay •

48.5

73.0 moist; trace sand red-yellow, Elastic Silt (MH);

Very stiff to hard, •

63.5

58.0 completed on 8/5/2019

Bottom of borehole •

45.0

76.5 aggregate base course

5" of asphalt over 6" of •

121.3 (Approx. Elev. (typ.))

0.0 (Depth (typ.))

Gravel (SC); moist red-yellow, Clayey Sand with

Loose to medium dense, •

120.4

0.9

Clay (CL); moist; trace sand

Very stiff, red-yellow, Lean •

114.3

7.0 moist; few sand

Dense, red-yellow, Silt (ML); •

111.8

9.5

Sandy Lean Clay (CL); moist

Stiff to very stiff, red-yellow, •

109.3

12.0

Sandy Silt (ML), moist

Medium dense, red-yellow, •

106.8

14.5

Gravel with Sand (GM); moist

Very dense, red-yellow, Silty •

103.3

18.0

Gravel (SP); moist

Poorly Graded Sand with

Very dense, red-yellow, •

88.3

33.0

Gravel (SP-SM); moist

Graded Sand with Silt and

Very dense, brown, Poorly •

83.3

38.0 wet and moist; few sand

Hard, red-brown, Silt (ML); •

73.3

48.0

(ML); wet

Hard, red-yellow, Sandy Silt •

68.3

53.0 to few sand

Elastic Silt (MH); moist; trace

Stiff to hard, red-brown, •

63.3

58.0 completed on 8/6/2019

Bottom of borehole •

44.8

76.5 moist; few sand

Hard, red-yellow, Silt (ML); •

48.3

73.0

NOTE:

Standard Penetration Test

Silt (GP-GM); moist

Graded Gravel with Sand and

Very dense, red-brown, Poorly •

93.3

28.0

(See note 2)

REV 2

08-06-19

SW-02.

Groundwater not encountered during drilling of 2.

Shannon & Wilson, December, 2019.

Improvements Sacramento County, California" by

Report CA FTBR FSTR (2) Folsom South Trail

This information is from the "Geotechnical Design 1.

S4

SUMMARY OF BORING LOGS

None

& WILSON

SHANNON

4 9

& WILSON

SHANNON

& WILSON

SHANNON

RG3172-D

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NOTES:

Abbreviations:

= both facesb.f.

= other faceo.f.

= fill facef.f.

2.

pounds.

and concrete deck with a total weight of 67,300

Footing design is based on a truss superstructure 7.

backwall shall be hooked on both ends.

#4 horizontal bars on f.f. of the abutment and 6.

For wingwall details, see sheet S6.5.

costs shall be included in item 60506.

no additional cost and as approved by the CO. All

Geocomposite drainage board may be substituted at as shown meeting standard specification 703.03(a).

Provide 1-foot thickness of granular backfill material 4.

S9. All costs shall be included in item 60506.

that extends from the abutments as shown on sheet

Provide drainage PVC pipe, as shown on this sheet, 3.

adjustment and details to the CO for approval.

elevations. The contractor shall submit the proposed in each direction by raising or lowering the seat lengthened or shortened by a maximum of 3 inches with the CO). The backwall height may be the superstructure fabricator (through coordination backwall height requirements shall be provided by

The backwall height has been estimated. Final 2.

these details.

555. Contractor shall coordinate with the CO for superstructure fabricator. Refer to SCR for Section dimensions, and location shall be provided by the for information only. Final anchor/bearing type, Superstructure anchor/bearing information is shown 1.

(typ.)

reinforcing

Wingwall

5.

S5

ABUTMENT DETAILS 1

" = 1'-0"2

1E. CHAN

5 9J. ROBERTS R. DEAQUINO RG3172-E

NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO.

of

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

a r c h

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S S u r ft p w w o r k in g c e n tr a l0 d B

D R F S

T R S

T R .d g n

STATE PROJECT

NUMBER

SHEET

CA CA FTBR FSTR(2)

(typ.)

5'-6"

(typ.)

11'-0"

(typ.)

"2 14'-9 1.

C Folsom South TrailL

B a c k w a ll

Backwall

Fill face of ty p

1.

ty p

A b u tm e n t

ABUTMENT PLAN

F o o ti n g

(Abutment 1 shown, abutment 2 similar except opposite hand)

ABUTMENT ELEVATION

W in g w a ll

ABUTMENT TYPICAL SECTION

other face face fill 1.

S e a t

(Cast-in-place construction)

#4 bars f.f.

Seat

(12) #4 bars @ 12" max. spa. b.f.

#4 bars o.f.

#4 bars m a x s p a b .f b a r s f.f.

bars

#4

Elev. 121.30

Abutment 2

Elev. 121.48

Abutment 1

Elev. 112.6

Abutment 2

Elev. 112.8

Abutment 1 c l.

(12) #4 bars @ 12" max. spa. b.f.

const. jt.

Optional

1.

13'-0" Footing

(typ.)

(galv.)

Anchor rod ty p ty p c l.

#4 bars o.f. sleeve (typ.)

5" Sch. 40 PVC

(galv.)(typ.)

Anchor rod a t w e s t e d g e o f fo o ti n g s a t e a s t e d g e o f fo o ti n g s

#4 bars

Anchor rod (galv.)(typ.)

ty p

(typ.)

sleeve

40 PVC

5" Sch.

(14) #5 bars @ 12" max. spa. top & bottom bars

#5

(8) #4 bars @ 12" max. spa. top & bottom material backfill

Granular

4.

3.

(12) #4 bars @ 12" max. spa. top

3 equal spa.

(12) #4 bars @ 12" max. spa. top

Wingwall (typ.) 5.

filter fabric.

pipe wrapped with

4"Ø Perforated PVC b a r s m a x s p a b .f

1'-3" (typ.)

F o o ti n g

Backwall

1'-0"

Seat Elev. 119.05

Abutment 2

Seat Elev. 119.23

Abutment 1

(Wingwall reinforcing below abutment seat not shown for clarity)

(Abutment 1 shown, abutment 2 similar except opposite hand)

4"Ø PVC pipe

3. 3.4"Ø Perforated PVC pipe wrapped with filter fabric. 4"Ø Non-perforated PVC pipe.

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NOTES:

Abbreviations:

= both facesb.f.

= other faceo.f.

= fill facef.f.

on sheet S9.

sheet, that extends from the abutments as shown

Provide drainage PVC pipe, as shown on this 1.

S6

ABUTMENT DETAILS 2

" = 1'-0"2

1E. CHAN

6 9J. ROBERTS R. DEAQUINO RG3172-F

WINGWALL ELEVATION

Elev. 121.30

Abutment 2

Elev. 121.48

Abutment 1

Elev. 113.88

Abutment 2

Elev. 114.06

Abutment 1

Wingwall

6'-6"

(7) #4 bars @ 12" max. spa. b.f.

m a x s p a b .f b a r s m a x s p a b .f b a r s joint construction

Optional

#4 bar b.f.

Fill face of Backwall

1'-6"

1'-0"

B r s o n f .f s h a ll h a v e h o o k s o n t h e a b u tm e n t e n d s

1.

pipe

4"Ø PVC

TYPICAL SECTION

WINGWALL

c l.

b.f. (typ.)

#4 bars wingwall o.f.

wingwall f.f.

footing

Abut.

joint construction

Optional

Wingwall

1'-0"

B r s o n f .f s h a ll h a v e h o o k s o n t h e a b u tm e n t e n d s pipe

4"Ø PVC

1.

FOLSOM SOUTH TRAIL

PEDESTRIAN BRIDGE OVER LAGUNA CREEK

NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO.

of

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

a r c h

U

S S u r ft p w w o r k in g c e n tr a l0 d B

D R F S

T R S

T R .d g n

STATE PROJECT

NUMBER

SHEET

CA CA FTBR FSTR(2)

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NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO.

of

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

a r c h

U

S S u r ft p w w o r k in g c e n tr a l0 d B

D R F S

T R S

T R .d g n

STATE PROJECT

NUMBER

SHEET

CA CA FTBR FSTR(2)

L El. 121.48

1003+36.86

(Fill face Abut. 1)

Begin Bridge

El. 121.30

1004+29.19

(Fill face Abut. 2)

End Bridge

S0°46'33"E

AA A A

TYPICAL SECTION

"4

Bottom chord

Rub rail

Diagonal

Safety rail

Top chord

L

L

Vertical

Brace diagonal

Floor beam

(symmetrical about C)

C Folsom South Trail Bridge

8'-0"

4'-0"

Abutment

Fill face of

SECTION A-A

(by others) steel truss

Prefabricated

See Detail 1

DETAIL 1

finish (typ.)

edging tool

" radius 4 joint seal preformed

Evazote deck slab

Concrete

2" manufacturer by joint recommended bonding agent as

Epoxy adhesive

Concrete backwall

Level

D e c k 9

(t y p

(91) #4 bars @ 12" max. spa.

c h o r d ty p

T o p b o tt

PARTIAL DECK PLAN

deck slab

Concrete

2'-0"

3'-0"

C Folsom South Trail Bridge

S a fe ty r a il e q s p a

1'-0"

NOTE:

c l.

form

Deck

DETAIL 2

See Detail 2

6"6"6" concrete deck

6" Cast-in-place

#4 bars @ 12" O.C.

(Centered over flutes)

#5 bars @ 6" O.C.

m a x s p a b a r s

(See Note 3)

Refer to SCR 555.

design is to be performed by the truss fabricator.

The reinforcing shown is for estimating purposes. A 3.

dimensions are limited as shown on sheet S5.

by the superstructure fabricator. The variable

Only the dimensions indicated with 2. may be varied 2.

to sheet S2.

For finishing requirements of the concrete deck, refer 1.

S7

DECK PLAN AND TYPICAL SECTION

7 9R. THOMPSON E. SCHAWO RG3172-G

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NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO.

of

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

a r c h

U

S S u r ft p w w o r k in g c e n tr a l0 d B

D R F S

T R S

T R .d g n

STATE PROJECT

NUMBER

SHEET

CA CA FTBR FSTR(2)

0 1

L El. 121.48

1003+36.86

(Fill face Abut. 1)

Begin Bridge

El. 121.30

1004+29.19

(Fill face Abut. 2)

End Bridge

SECTION A-A SECTION B-B

A A B B

Abutment 2

Fill face of

Abutment 1

Fill face of

S0°46'33"E ty p

T o p c h o r d

D e k

8'-0" ty p

8'-0"

C Folsom South Trail Bridge

PARTIAL PLAN

ABUTMENT 1 ABUTMENT 2

1'-4" 2'-2"

2:1 Slope 2:1 Slope m in m in

Placed Riprap Class 2 (min.)

El. 115.9

3.8%± Slope (match existing)

8'-6" (typ.)

8'-2" (typ.)

Class 2 (min.)

Placed Riprap

El. 118.4 (level)

3:1± Slope (match existing) ty p

S8

MISCELLANEOUS DETAILS 1

NoneC. MCKERNAN

8 9R. THOMPSON E. SCHAWO RG3172-H

Class 1, Type C non-woven, Geotextile

Class 1, Type C non-woven, Geotextile

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NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO.

of

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

a r c h

U

S S u r ft p w w o r k in g c e n tr a l0 d B

D R F S

T R S

T R .d g n

STATE PROJECT

NUMBER

SHEET

CA CA FTBR FSTR(2)

LC Folsom Trail Bridge

El. 121.48

1003+36.86

(Fill face Abut. 1)

Begin Bridge

El. 121.30

1004+29.19

(Fill face Abut. 2)

End Bridge

Abutment

Fill face of

STRUCTURE EXCAVATION PAY LIMITS

AT ABUTMENTS AT WINGWALLS

STRUCTURAL BACKFILL PAY LIMITS

L excavation for structure

Pay limits ground existing

Approx.

excavation for structure

Pay limits

Abutment

Fill face of

AT ABUTMENTS AT WINGWALLS

backfill structural

Pay limits for grade

Finished grade

Finished grade

Profile structural backfill

Pay limits for

Wingwall

Fill face of

Wingwall

Fill face of ground @ C Bridge

Approx. existing

PARTIAL PLAN

NOTES:

S0°46'33"E ty p

T o p c h o r d

D e c k

(typ.)

1'-6"

(typ.)

1'-6"

(typ. around footing)

1'-6"

(typ. around footing)

1'-6"

1'-0" material, see note 2

Granular backfill note 1

PVC pipe. (typ.), see

4"Ø Non-perforated see note 1

4"Ø PVC pipe, item 60506.

Cost of granular backfill material shall be included in 2.

S5 and S6 for more information.

screen to outlet as approved by the CO. See sheets

" mesh 4 1Daylight PVC pipe at elevation 114. Attach 1.

p v e m e n t

S9

MISCELLANEOUS DETAILS 2

9 9R. THOMPSON E. SCHAWO RG3172-I

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609-A

CURB DETAILS

1/2" R

6-INCH DEPTH

ASPHALT CURB,

structural section Section for pavement

See Mainline Typical

2"

3" 5" 3"

1:6 2"

" R2

CURB TAPER

See detail

Curb reveal

CURB REPAIR

Station 550+28 to 550+38, RT

CURB REPAIR

Station 584+60 to 584+70, RT

CURB REPAIR

Station 588+16 to 588+28, LT

NOTE:

4.

1 2 3

Subsidiary to Asphalt Curb, 6" Depth

Tack coat

T1

4' may be adjusted by the CO.

Location and lengths shown in the Misc. Summaries are approximate and

Remove curb return, replace, and add a new 4-ft curb taper.

Remove leading end of curb, replace curb, and add a new 4-ft curb taper.

Remove 6-ft at end of curb, replace curb, and add a new 4-ft curb taper.

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d s p A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Thomas Mellett Craig

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d s p A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U

S E

R

NUMBER

SHEET

CA

Folsom South Trail

CA FTBR FSTR(2)

Barbed Wire Chain Link Fence

Tunnel opening block (typ.)

Tunnel approach

Existing concrete tunnel face

FENCE AT TUNNEL ENTRANCE

Station 31+00 and 35+00

FENCE AT BRIDGE

and used after obtaining approval from the CO.

Alternate Tunnel Entrance fence may be proposed

NOTE:

See Special 619-A Sheet 2 of 3 for fence details.

FENCE DETAILS

Sheet 1 of 3

619-A

T2

1003+31.36, 18.25 LT

1003+31.36, 4.25 LT

1003+37.86, 4.25 LT

1003+37.86, 4.25 RT

1003+31.36, 4.25 RT

1003+31.36, 11.75 RT

1004+28.19, 4.25 RT

1004+38.44, 4.25 RT

1004+38.44, 13.00 RT

1004+28.19, 4.25 LT

1004+38.44, 4.25 LT

1004+38.44, 17.25 LT

C Folsom South Trail BridgeL

2.

1.

NO SCALE

200'100'0

Scale in Feet

Thomas Mellett Craig

ASTM F 689.

Metal post and rails shall conform to

M a x b r a c in g b a n d s p a c in g

F a b r ic h e ig h t end post

Corner or

Corner End or gate brace 10'-0'' (max.)

Brace rail

300' (max.) spacing between braces

Tension bar

'' t ru ss ro d

Pull post

(min.)

4" round concrete block

12'' square or

Typical line post

Line post

(min.)

4" round concrete block

10'' square or m in

S e e n o te

10'-0'' center to center

CHAIN LINK FENCE

round concrete block

12'' square or

(min.)

4" ty p

(min.)

4" round concrete block

10'' square or

24'' centers wire spacing at

Brace rail tie

Line brace 10'-0'' (max.)

wire copper ground

No. 6 solid

(min.)

4" Minimum 8' grounding rod m in s p a c in g

L in e p o s t ti e w ir e at every tie

Split electrical bolt a p p r o x e v e r y

F a s te n g r o u n d w ir e

& tie wires brace rail wires

Post tie at 24'' centers

9 gage hog ring ties

Coil tension wire

CHAIN LINK DETAIL

from post (typ.)

to allow drainage

Convex surface

Coil tension wire (after)

Twisted selvage

Hog ring (after)

Knuckled selvage end (before)

Plain wire

WIRE SELVAGE DETAIL

TRUSS ROD TIGHTENER DETAIL

Brace band

Post

Truss rod tightener

Truss rod

CHAIN LINK FENCE TIE DETAIL

fabric on eah end around the fence complete turn

Wrap tie wires two fabric

Chain link

Line post

DESCRIPTION

& top rail

Brace rail

Line post

& pull post

End, corner

POST SIZE AND WEIGHT TABLE

Type 2

CHAIN LINK FENCE

Type 1

Type 2

Type 1

Type 2

Type 1

25,000

Steel

ROUND PIPE

1.66

1.66

2.375

2.375

2.875

2.875

2.27

1.82

3.65

2.96

5.79

4.69

'' truss rod8 tightener

Truss rod band

Brace at 24'' centers

9 gage hog ring ties

Post cap or gate post

Corner end end

Brace rail band

Brace band

Tension

Rail end band

Brace

Line post with the post sizes ans styles selected and truss rod attaching hardware coompatible fastening bands, caps, brace rail, rail ends, If alternate steel posts are used, provide the special contract requirements.

fence table unless otherwise specified in

Use Type 1 requirements from chain link each addtional foot of fence height over 4 feet.

is 24 inches. Increase depth 3 inches for minimum depth of concrete for line posts pull posts to the dimension shown. The

Set all post in concrete. Set corner, end, special contract requirements.

Do not install top rail unless so specified in the is omitted, at the two-thirds point above grade.

terminal post above grade and, where the rail attach the brace at the halfway point of the over 6 feet in height. Where a top rail is used, is specified. Install braces where fabric is fabric 6 feet in height or less where a top rail without a top rail. No braces are required on

Install braces on all…