Amendment_A001.pdf

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

5 2

22302230

52235

5 2240

2245 22

2250 22

2255 2255

22602260

2265 2265

2275 2275

2280 228

22802

2325 2325

30 2330

95 2395

U T

IL

IT

Y U T

IL

IT

Y

U T

IL

IT

Y

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A c a R o a d w a y C

A D

D S h e e ts D

M in o r P

P D

P

N P

B R

D G .d g n

,2

.2

,2

.2

E L

,2

.8

-2.000%

250' VC

K = 26

V P I

E L

,2

.3

+7.5

V P I

E L

,2

.8

+5.1 39%

,2

.2

V P I

.9

SSD = 255'

K = 13

61' VC

70' VC

K = 29

0 POT 1+00.00

P T

.9

0 P C

.4

PT

.8

PC 1+92.44

P C

.0

P T

.5

P O

T

.3

1+00 2+00 3+00

4+00

5 CA

200'100'0

Scale in Feet

5+00 6+00

Tuolumne River

North Fork

D1

BUCHANAN RD

PFH 191-1(1)

B e g in B r id g e

E n d B r id g e

Guardrail, Lt.

D6

Remove existing bridge

Guardrail, Rt. Guardrail, Rt.

e = 4%

Widening = 3.5'

Curve = BRDG5-1

PI 3+26.50

D

R = 180.00'

T = 134.06'

L = 230.46'

Curve = BRDG5-2

PI 6+36.10

D

R = 170.00'

T = 50.62'

L = 98.39'

7+00

Sta. 1+92.44

Begin proposed bridge

Approach road 1+00.00

Mainline 137+54.34 =

Proposed grade

Existing ground

E 6646506.56

N 2180380.41

Sta. 6+83.87

End reconstruction

Sta. 3+62.44

End proposed bridge

End project (mainline)

STA. 137+54.34

BUCHANAN MINE ROAD BRIDGE

Guardrail, Lt. Rock Buttress, Rt.

Approximate bottom of wall (typ.)

Top of wall

Special Contract Requirements)

(See Subsection 107.02 of the

Roadway obliteration, method 1 (typ.)

E L

.8

E L

.8 see sheet T-35 existing sign, Remove and reset

Temporary construction fence

(Do not disturb)

Wetland

Ordinary high water clear zone as directed by CO

Place boulders outside the

AMENDMENT A001

to STA 3+89.74

Concrete Retaining Wall

8/17/17 Changed start of Reinforced

A001 8/18/2017

WELDED WIRE FACE

EARTH WALL

MECHANICALLY STABILIZED

255-50A

G8

1:3 or flatter

V a rie s

6' (min.)0.7H (8' min.)

Reinforcment length

1:10

Subgrade shoulder

Layout line

L im it s o f

M S

E w a ll f o r p a y m e n t

Top of wall reinforcement elements spacing between

24" (max.) vertical

TYPICAL SECTION

Select granular backfill

ISOMETRIC VIEW

bottom geotextile

Type I-B non-woven

Base reinforcement

1' bottom geotextile overlap

See 255.03

18"

D e s ig n w a ll h e ig h t, H

(Metal or geosynthetic)

Reinforcement elements

12" (min.)

RETURN MAT

MSE WELDED WIRE FACED

m in

4' (m in.) 1.5'

(See detail C255-51) and collector pipe

Geocomposite sheet drain

Wall facing fill

Leveling course

12" (min.)

1.5' borrow

Unclassified

Face of wall varies reinforcem ent (L)

Base length of

Existing ground

6" (min.), 20" (max.)

Varies, 12" normal

Slope to the drain

4' foundation is not required

Drain location when reinforced

1:10

(See detail C255-51) and collector pipe

Geocomposite sheet drain borrow

Unclassified foundation is required

Drain location when reinforced

:1 (ty p ) 1

:1 ty p

8" (max.)

3"

(min.)

3'

4' (min.)

wall facing

Bottom of

(3 layers)

Type III-A geotextile backfill

Select granular

Bench width

Guardrail

(See Standard 617-11)

REINFORCED FOUNDATION

m in m in

Unclassified borrow

Step loss of backfill, end of all lifts

Place and join facing to prevent

Additional reinforcement length 5' (min) conditions.

adjusted by the CO to suit field length of reinforcement (L) may be temporary shoring used, then the

14. If bedrock is encountered or

208.

13. Slope or shore excavation according to Section

Reinforced foundation is incidental to MSE wall.12.

reinforcement and extend 1.5' up the wall face.

Bottom geotextile to cover the base 11.

omit top reinforcement mat.

face. Geosynthetic reinforcement systems may uses stiffeners to adequately reinforce the wall top reinforcement mat, unless the wall facing

Welded wire reinforcement systems require a 10.

to the MSE wall.

not measured for payment and are subsidiary minimum of 4' into the backfill. The returns are material (backing mat & hardware cloth) a end of each lift with a return of the wall facing

Terminate wire-face wall at the beginning and 9.

drainage details.

See Special 255-51A for wall facing and 8.

conformance with GEC11 and 704.10.

the contractor for the supplied materials and in

MSE wall soil properties to be determined by

Design data:7.

Install guardrail posts according to 617.03.6.

allowed within 1' of the back of guardrail post.

requirements of 705.08. No wall facing fill is

Furnish wall facing fill conforming to the 5.

meeting the requirements of 704.06.

Furnish unclassified borrow consisting of soil 4.

meeting the requirements of 704.10.

Furnish select granular backfill consisting of soil 3.

the field.

bottom of wall elevations to be determined in according to 104.03. See 255.03. Actual submit for approval preliminary drawings acquire current terrain data. Prepare and

Survey MSE wall locations according to 152 to 2.

drawings. No steps will be allowed.

Top of wall will be as shown on wall layout 1.

NOTE:

AMENDMENT A001

REVISED: AUGUST 15, 2017

to 1:24 spacing to 24" (max.) and batter

8/15/17 Changed reinforcement vertical

NO SCALE

5 CA

BUCHANAN RD

PFH 191-1(1)

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A c a R o a d w a y C

A D

D S h e e ts G s p

A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

G10 collector pipe 6" diameter perforated

MSE wall face

Welded wire facing Welded wire facing

DETAILS

MSE WALL3' (min.)

mat and anchor in place tension in reinforcement Adjust wall batter with

Reinforcement element

255.09)

(See zone compaction

1.5' special

3' (min.)

mat and anchor in place tension in reinforcement Adjust wall batter with

255.09)

(See zone compaction

1.5' special

1'

MSE WALL DRAINAGE DETAIL

2"

NO SCALE

Select granular backfill

H m in geotextile non-woven Type I-B

24" Granular backfill min. 2% direction of flow as appropriate) Drain to fill side of road (skew in the 6" Non perforated diameter outlet pipe

1:10

NOTE:

4' (min.)

by the manufacturer)

(Spacing to be determined

Stiffener

4' (min.)

geotextile (See 714.01) Type 1-B non-woven geotextile (See 714.01)

Type I-B non-woven geotextile (See 714.01) Type 1-B non-woven by the manufacturer)

(Spacing to be determined

Stiffener geotextile (See 714.01)

Type I-B non-woven

12"

BUCHANAN RD

PFH 191-1(1)

5 CA

255-51A

G10

(See 714.02b) sheet drain Geocomposite

(Primary reinforcement) Uniaxial geogrid m in requirements of 706.08(d).

Furnish collector pipe, outlet pipe, and fittings meeting the8.

requirements of 714.02(b).

Furnish geocomposite sheet drain meeting the7.

See Special 255-50A for MSE wall typical section.6.

of the pipe.

other suitable marker. Place post within 12" of the end

Mark the outlet of the outlet pipe with a 4' long post or5.

securing screws.

coupling bands or by other approved means with

605.03. Hold the screen securely in place with standard

Cover the end of the outlet pipe with screen according to4.

703.03(a).

Furnish granular backfill meeting the requirements of3.

(Example; X = 11.5' for a 5' wide strip).

wide strips with a spacing to achieve a 30% ± 5% coverage

Place geocomposite sheet drains in 3' (min.)2.

and outlet at low points of wall and at 50' (max.) spacing.

Connect collector pipes to oulet pipes using a t-connector1.

METALLIC REINFORCED MSE WALL DETAIL GEOGRID REINFORCED MSE WALL DETAIL

G9 m a x m a x

1 1

AMENDMENT A001

spacing to 24" (max.)

8/15/17 Changed reinforcement vertical

REVISED: AUGUST 15, 2017

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A c a R o a d w a y C

A D

D S h e e ts G s p

A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

El. 2255.00

Gutterline geocomposite sheet drain

@ outside edge of footing

Approximate original ground

ELEVATION

PLAN

Gutterline Traffic face

Other face wall. Extend to daylight. (typ.)

'T' intersection thru retaining

M A

T C

H L I N

E S ta

M A

T C

H L I N

E S ta

" = 1'-0"16

NOTES:

1. 8 - Indicates estimated design height for retaining wall.

(2 OF 3)

RETAINING WALL LAYOUT

Offset = 14.80

El. 2268.65

C Sta. 4+73.14L

Offset = 12.00

El. 2273.00

C Sta. 5+29.57L

24'-0"

12 12

Offset = 13.52

El. 2270.48

C Sta. 4+97.11L

21'-0"

N

32'-6"

11'-0"

M A

T C

H L I N

E S ta

M A

T C

H L I N

E S ta

El. 2258.00

El. 2260.50

30'-0"30'-0" 30'-0"

Reference line for expansion joint Reference line for contraction joint gutterline along measured Joint spa.

Finished ground line at face of wall gutterline along measured Wall panels

El. 2263.00

EE31 SAMIR SIDHOM STEVEN BELCHER

and contraction joint.

See RG2810-II for Expansion Joint

Note:

S31

1 8/17/17 RW REVISED ELEVATIONS

TOTAL

SHEETS

SHEET

NO.

PROJECT

CA PFH 191-1(1)

STATEREGION

CA

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

BUCHANAN MINE ROAD BRIDGE

STANISLAUS NATIONAL FOREST

DRAWING NO.DATEBRIDGE DRAWING

SAMIR SIDHOM

PROJECT TEAM LEADERSCALE

CHECKED BYDRAWN BY

RYAN WEHNER

DESIGNED BYREVISIONS

BY

DATENO.

REVISIONS

N

C A c a

1- 1( 1) B r id g e R

G C

A

F il e s D

G N

F il e s r g r e ta in in g w a ll .d g n

RG2810-

TUOLUMNE COUNTY, CALIFORNIA

of 49

S495

APRIL 2017

El. 2263.00

Gutterline geocomposite sheet drain

@ outside edge of footing

Approximate original ground

ELEVATION

PLAN

Gutterline Traffic face

Other face wall. Extend to daylight. (typ.)

'T' intersection thru retaining

M A

T C

H L I N

E S ta

" = 1'-0"16 perforated pipe

NOTES:

1. 8 - Indicates estimated design height for retaining wall.

(3 OF 3)

RETAINING WALL LAYOUT

8'-6" 13'-0" "2 14'-5

Offset = 12.00

El. 2273.91

C Sta. 5+40.57L

Offset = 11.97

El. 2279.02

C Sta. 5+95.84L

27'-6"

Offset = 11.98

El. 2279.42

C Sta. 6+00.00L

Offset = 11.99

El. 2277.85

C Sta. 5+83.57L

N

Offset = 12.00

El. 2277.02

C Sta. 5+75.07L

Offset = 12.00

El. 2274.51

C Sta. 5+47.57L

7'-0"

El. 2266.00

El. 2268.50

El. 2271.00

El. 2273.00

El. 2275.00

8 8 6 6 4

M A

T C

H L I N

E S ta

"2 128'-230'-0" along gutterline

Wall Joint spacing measured

Reference line for contraction joint Reference line for contraction joint at face of wall

Finished ground line

30'-0"

11'-0" along gutterline

Wall panels measured

FF32 SAMIR SIDHOM STEVEN BELCHER

and Contraction Joint.

See RG2810-II for Expansion Joint

Note:

S32

8/17/171 RW

REVISED LENGTH

TOTAL

SHEETS

SHEET

NO.

PROJECT

CA PFH 191-1(1)

STATEREGION

CA

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

BUCHANAN MINE ROAD BRIDGE

STANISLAUS NATIONAL FOREST

DRAWING NO.DATEBRIDGE DRAWING

SAMIR SIDHOM

PROJECT TEAM LEADERSCALE

CHECKED BYDRAWN BY

RYAN WEHNER

DESIGNED BYREVISIONS

REVISIONS

N

C A c a

1- 1( 1) B r id g e R

G C

A

F il e s D

G N

F il e s r g r e ta in in w ll .d g n

RG2810-

TUOLUMNE COUNTY, CALIFORNIA

of 49

S495

APRIL 2017

H

H

S

L /2

W

W

SECTION A-A

FRONT ELEVATION

ARCH

SIZE

H L

LENGTH OF WH L

D

CIRCULAR PIPE CULVERT HEADWALLS

HEADWALL

CMP

ConcConcConcConcConc

Conc Conc Conc Conc Conc

CORRUGATED METAL PIPE ARCH CULVERT HEADWALLS

3'-8"

3'-11"

LB CY LB CY LB CY LB CY LB CY

3'-9"

50 0.79

0.91

1.04

1.15

1.29

1.44

1.55

1.71

1.88

0.98

1.11

1.25

1.36

1.51

1.67

1.80

1.97

2.15

1.74

1.91

2.05

2.23

2.41

2.56

2.29

2.48

2.68

2.84

2.95

3.12

2.76

2.97

3.13

3.05

3.27

3.44

3.67

3.91

210 3.34

3.57

3.75

3.99

4.24

2.28

2.42

LB CYLB CYLB CYLB CYLB CY

64" x 43"

71" x 47"

3'-9"

60 1.00

1.07

1.26

1.51

1.82

2.12

2.52

2.89

3.25

1.18

1.32

1.47

1.74

2.06

2.37

2.79

3.11

3.56

1.38

1.53

1.68

1.97

2.31

2.64

3.07

3.48

3.86

1.58

1.74

1.90

2.20

2.55

2.90

3.35

3.77

4.17

1.77

1.94

2.11

2.42

2.83

3.15

3.61

4.06

4.48

A

9" 9"

9"

9"

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

2'-0"

5"

21"

24"

27"

30"

33"

36"

39"

42"

48"

51"

54"

12"

15"

18"

45"

2'-8"

2'-11"

3'-2"

3'-5"

4'-2"

4'-5"

4'-8"

4'-11"

5'-2"

5'-5"

5'-8"

5'-11"

6'-2"

2'-6"

3'-0"

3'-6"

4'-3"

4'-9"

5'-0"

5'-6"

6'-0"

6'-3"

6'-9"

7'-3"

7'-6"

8'-0"

8'-6"

3'-3"

4'-3"

5'-3"

6'-3"

7'-3"

8'-6"

9'-6"

10'-6"

3'-8"

2'-11"

3'-2"

3'-4"

4'-1"

4'-5"

4'-10"

5'-3"

5'-7"

3'-4" 4'-10" 6'-4" 7'-10" 9'-4"

3'-4" 4'-10" 6'-4" 7'-10" 9'-4"

21" x 15"

24" x 18"

28" x 20"

35" x 24"

42" x 29"

49" x 33"

57" x 38"

LENGTH OF W

L /2

"L" HEADWALLS

FRONT ELEVATION "L" HEADWALL SECTION "L" HEADWALL

"L" HEADWALLS

"L" HEADWALL

SECTION "L"

FOR CORNER STEEL DETAIL SEE

SECTION A-A OMIT ROUNDING

FOR PIPES

LESS THAN

48" DIAMETER

CORNER STEEL

DETAIL

STEEL STEEL STEEL STEELSTEEL

STEEL STEEL STEEL STEEL STEEL

NO SCALE

FOR PIPE CULVERT

"L" CONCRETE HEADWALL

Adopted from Caltrans Standard Plan No. D89

601-A

T3

No deduction made in quantities for thickness of pipe walls.

1.

All reinforcing steel #4 bars. All vertical and horizontal tie bars 1'-6" maximum spacing.

2.

3.

NOTE:

4.Quantities are for design purposes only.

be varied to suit conditions encountered in the field.

quantities.

Straight line interpolation may be used to calculate

Length of wall "W" assumed to be 4'-10" but may

" CHAMFER4

3 D4

"2

"2 17 "2

17 "2

S4

"2

"2

"2

"2

" CHAMFER4

AMENDMENT A001

dimensions

8/17/17 Corrected missing

REVISED: AUGUST 17, 2017

5 CA

BUCHANAN RD

PFH 191-1(1)

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A c a R o a d w a y C

A D

D S h e e ts T T s p A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

T60

C

A B

U C

H A

N A

N R

O A

D

P F

H

Y

Y

00 2020 4040 6060 8080

P R

O J E

C T

N O

S H

E E

T S

H E

E T S

T O

T A

L S

T A

T E

R E

G

N:\CA\ca191-1(1)\Roadway\CADD_Sheets\Y-Minor_Xsec\XSSBRDG5.dgn3:03:21 PM8/17/2017 _User: thomas.mccrary_

2250 2250

2260 2260

2270 2270

1+21.41

2240 2240

2250 2250

2260 2260

1+45.08

2240 2240

2250 2250

2260 2260

1+47.93

2240 2240

2250 2250

2260 2260

1+52.00

2240 2240

2250 2250

2260 2260

1+62.00

2240 2240

2250 2250

2260 2260

1+69.79

2240 2240

2250 2250

2260 2260

1+77.44 on S-Sheets sections. Information provided

8/17/17 Removed conflicting cross 1

AMENDMENT A001

CL_SG

Sta. 1+21.41 R 1

Des. Grade = 2,256.84

Subgrade = 2,255.92

Orig. Grnd. = 2,255.84

CL

1:4

SHLD_SGFM_SSG1:6.2

BDTHPC

SSCCP_SG 1:2.3 +7.64%

-7.64%11

1:4

SHLD_SGFM_SSGBDTHPC

SSCCP_SG1:2

.6

E x is ti n

U

P h o n e

E x is ti n

U

P h o n e

F a c e o f

E x is t

C u r b

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

CL_SG

Sta. 1+45.08 R 1

Des. Grade = 2,256.36

Subgrade = 2,255.45

Orig. Grnd. = 2,251.07

CL

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

+6.26% -6.26%

-6.26%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

CL_SG

Sta. 1+47.93 R 1

Des. Grade = 2,256.31

Subgrade = 2,255.39

Orig. Grnd. = 2,250.78

CL

+6.09%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2 .1

+6.09% -6.09%

-6.09%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

CL_SG

Sta. 1+52.00 R 1

Des. Grade = 2,256.23

Subgrade = 2,255.31

Orig. Grnd. = 2,250.37

CL

+5.85%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2 .1

+5.85% -5.85%

-5.85%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

CL_SG

Sta. 1+62.00 R 1

Des. Grade = 2,256.06

Subgrade = 2,255.15

Orig. Grnd. = 2,249.51

CL

+5.27%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2 .1

+5.27% -5.27%

-5.27%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

CL_SG

Sta. 1+69.79 R 1

Des. Grade = 2,255.96

Subgrade = 2,255.04

Orig. Grnd. = 2,248.93

CL

33SG_HG

1:2

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2 .6

+4.81% -4.81%

1:2

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2.6

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

CL_SG

Sta. 1+77.44 R 1

Des. Grade = 2,255.88

Subgrade = 2,254.97

Orig. Grnd. = 2,248.43

CL

33SG_HG

1:2

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

+4.37% -4.37%

1:2

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

00 2020 4040 6060 8080

P R

O J E

C T

N O

S H

E E

T S

H E

E T S

T O

T A

L S

T A

T E

R

N:\CA\ca191-1(1)\Roadway\CADD_Sheets\Y-Minor_Xsec\XSSBRDG5.dgn3:03:45 PM8/17/2017 _User: thomas.mccrary_

2240 2240

2250 2250

2260 2260

1+83.76

2230 2230

2240 2240

2250 2250

2260 2260

1+92.44

2220 2220

2230 2230

2240 2240

2250 2250

2260 2260

2270 2270

2280 2280

2290 2290

2300 2300

3+62.44

2220 2220

2230 2230

2240 2240

2250 2250

2260 2260

2270 2270

2280 2280

2290 2290

2300 2300

3+65.00

Y

B U

C H

A N

A N R

O A

D

P F

H

C A

Y

Y on S-Sheets sections. Information provided

8/17/17 Removed conflicting cross 1

AMENDMENT A001

CL_SG

Sta. 1+83.76 R 1

Des. Grade = 2,255.84

Subgrade = 2,254.92

Orig. Grnd. = 2,248.01

CL

33SG_HG

1:2

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

+4.00% -4.00%

1:2

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

CL_SG

Sta. 1+92.44 R 1

Des. Grade = 2,255.80

Subgrade = 2,254.88

Orig. Grnd. = 2,246.43

CL

33SG_HG

1:2

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

+4.00% -4.00%

1:2

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

CL_SG

Sta. 3+62.44 R 1

Des. Grade = 2,260.82

Subgrade = 2,259.90

Orig. Grnd. = 2,258.24

CL

33SG_HG

1:2

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

+4.00% -4.00%

WL

32SHLD_SGSSG

CCWBF

GU

PT12 PT13

SSC

BWFBPT11BWFF

TWF

PT1

PT8

PT2

OG

PT4 PT5

PT6

PT7

PT9

PT10

TWFG

BWFG

4.71'

.0

PT3

CP_SG

E d e

W te r

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

CL_SG

Sta. 3+65.00 R 1

Des. Grade = 2,260.98

Subgrade = 2,260.06

Orig. Grnd. = 2,259.29

CL

33SG_HG

1:2

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

+4.00% -4.00%

WL

32SHLD_SGSSG

CCWBF

GU

PT12 PT13

SSC

BWFBPT11BWFF

TWF

PT1

PT8

PT2

OG

PT4 PT5

PT6

PT7

PT9

PT10

TWFG

BWFG

5.70'

.0

PT3

CP_SG

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n

R

O J E

C T

N O

S H

E E

T S

H E

E T S

T O

T A

L S

T A

T E

R

N:\CA\ca191-1(1)\Roadway\CADD_Sheets\Y-Minor_Xsec\XSSBRDG5.dgn3:04:03 PM8/17/2017 _User: thomas.mccrary_

2220 2220

2230 2230

2240 2240

2250 2250

2260 2260

2270 2270

2280 2280

2290 2290

2300 2300

3+70.00

2220 2220

2230 2230

2240 2240

2250 2250

2260 2260

2270 2270

2280 2280

2290 2290

2300 2300

2310 2310

3+75.00

Y

B U

C H

A N

A N R

O A

D

P F

H

C A

Y on S-Sheets sections. Information provided

8/17/17 Removed conflicting cross 1

AMENDMENT A001

CL_SG

Sta. 3+70.00 R 1

Des. Grade = 2,261.29

Subgrade = 2,260.38

Orig. Grnd. = 2,260.22

CL

33SG_HG

1:2

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2 +4.00% -4.00%

WL

32SHLD_SGSSG

CCWBF

GU

PT12 PT13

SSC

BWFBPT11BWFF

TWF

PT1

PT8

PT2

OG

PT4 PT5

PT6

PT7

PT9

PT10

TWFG

BWFG

7.48'

.0

PT3

CP_SG

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

CL_SG

Sta. 3+75.00 R 1

Des. Grade = 2,261.62

Subgrade = 2,260.71

Orig. Grnd. = 2,260.77

CL

33SG_HG

1:2

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2 +4.00% -4.00%

WL

32SHLD_SGSSG

CCWBF

GU

PT12 PT13

SSC

BWFBPT11BWFF

TWF

PT1

PT8

PT2

OG

PT4 PT5

PT6

PT7

PT9

PT10

TWFG

BWFG

6.28'

.0

PT3

CP_SG

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n

R

O J E

C T

N O

S H

E E

T S

H E

E T S

T O

T A

L S

T A

T E

R

N:\CA\ca191-1(1)\Roadway\CADD_Sheets\Y-Minor_Xsec\XSSBRDG5.dgn3:04:23 PM8/17/2017 _User: thomas.mccrary_

2230 2230

2240 2240

2250 2250

2260 2260

2270 2270

2280 2280

2290 2290

2300 2300

2310 2310

3+77.44

2220 2220

2230 2230

2240 2240

2250 2250

2260 2260

2270 2270

2280 2280

2290 2290

2300 2300

2310 2310

3+82.23

Y

B U

C H

A N

A N R

O A

D

P F

H

C A

Y on S-Sheets sections. Information provided

8/17/17 Removed conflicting cross 1

AMENDMENT A001

CL_SG

Sta. 3+77.44 R 1

Des. Grade = 2,261.79

Subgrade = 2,260.87

Orig. Grnd. = 2,260.98

CL

33SG_HG

1:2

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2 .1

+4.00% -4.00%

WL

32SHLD_SGSSG

CCWBF

GU

PT12 PT13

SSC

BWFBPT11BWFF

TWF

PT1

PT8

PT2

OG

PT4 PT5

PT6

PT7

PT9

PT10

TWFG

BWFG

7.02'

.0

PT3

CP_SG

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

CL_SG

Sta. 3+82.23 R 1

Des. Grade = 2,262.12

Subgrade = 2,261.20

Orig. Grnd. = 2,261.40

CL

33SG_HG

1:2

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2 .6

+4.00% -4.00%

WL

32SHLD_SGSSG

CCWBF

GU

PT12 PT13

SSC

BWFBPT11BWFF

TWF

PT1

PT8

PT2

OG

PT4 PT5

PT6

PT7

PT9

PT10

TWFG

BWFG

8.44'

.0

PT3

CP_SG

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n

R

O J E

C T

N O

S H

E E

T S

H E

E T S

T O

T A

L S

T A

T E

R

N:\CA\ca191-1(1)\Roadway\CADD_Sheets\Y-Minor_Xsec\XSSBRDG5.dgn3:04:45 PM8/17/2017 _User: thomas.mccrary_

2230 2230

2240 2240

2250 2250

2260 2260

2270 2270

2280 2280

2290 2290

2300 2300

2310 2310

3+85.00

2220 2220

2230 2230

2240 2240

2250 2250

2260 2260

2270 2270

2280 2280

2290 2290

2300 2300

2310 2310

3+90.00

Y

B U

C H

A N

A N R

O A

D

P F

H

C A

Y on S-Sheets sections. Information provided

8/17/17 Removed conflicting cross

AMENDMENT A001

CL_SG

Sta. 3+85.00 R 1

Des. Grade = 2,262.31

Subgrade = 2,261.40

Orig. Grnd. = 2,261.66

CL

+4.00%

1:4

SHLD_SGFM_SSG1:4.1

BDTHPC

SSCCP_SG 1.9

:1 +4.00% -4.00%

WL

32SHLD_SGSSG

CCWBF

GU

PT12 PT13

SSC

BWFBPT11BWFF

TWF

PT1

PT8

PT2

OG

PT4 PT5

PT6

PT7

PT9

PT10

TWFG

BWFG

6.44'

.0

PT3

CP_SG

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

CL_SG

Sta. 3+90.00 R 1

Des. Grade = 2,262.67

Subgrade = 2,261.75

Orig. Grnd. = 2,262.14

CL

+4.00%

1:4

SHLD_SGFM_SSG1:4.1

BDTHPC

SSCCP_SG

1.9 :1 +4.00% -4.00%

WL

32SHLD_SGSSG

CCWBF

GU

PT12 PT13

SSC

BWFBPT11BWFF

TWF

PT1

PT8

PT2

OG

PT4 PT5

PT6

PT7

PT9

PT10

TWFG

BWFG

6.31'

.9

PT3

CP_SG

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

Wall Chain = BRDG5WALL Station = 0+00.23 Wall Height = 12.97

Gutterline Elev. = 2,261.97 Bottom of Wall Elev. = 2,249.00

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: JEREMIAH ROGERS

1:

Remove plan pages D1, G8, G9, S31, S32, T3, Y1, Y2, Y3, Y4, and Y5. Replace with new plan pages. These pages have been amended as a result of the questions received so far.

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)