A-7_AttachmentJ3TMM_Drawings_2018-01-02_Part2.pdf

PDF 5 MB Posted Mar 21, 2018

Attached to: Nez Perce-Clearwater NFs - Two-Mile Meadow Restoration
Solicitation number: 12034318R0010
Issued by: Department of Agriculture Forest Service R1-Northern Region

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From the source

Attachment J-3 Drawings Part 2

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Other files

File	Type	Posted
Amendment1_TMM0001.pdf	PDF	Apr 20, 2018
Amend1_AttachmentJ-9_TMMAccessProfiles0001.pdf	PDF	Apr 20, 2018
Amend1_AttachmentJ-8_ID_Hab_BioOp_Reduced.pdf	PDF	Apr 20, 2018
A-7_PreProposalMtgAttendanceList.pdf	PDF	Apr 19, 2018
A-7_PreproposalMtgNotes.docx	DOCX document	Apr 19, 2018
A-7_PreproposalMtgSlidePresentation.pdf	PDF	Apr 19, 2018
A-7AttachmentJ7_AD3031.pdf	PDF	Mar 21, 2018
A-7TwoMileConstructionRFP.docx	DOCX document	Mar 21, 2018
A-7_AttachmentJ3TMM_Drawings_2018-01-02_Part3.pdf	PDF	Mar 21, 2018
A-7AttachmentJ4Photos.pdf	PDF	Mar 21, 2018
A-7_AttachmentJ3TMM_Drawings_2018-01-02_Part1.pdf	PDF	Mar 21, 2018
A-7AttachmentJ2_TMM_Special_Provisions2018-03-21.pdf	PDF	Mar 21, 2018
A-7AttachmentJ6_AD3030.pdf	PDF	Mar 21, 2018
A-7AttachmentJ3SignedCoverSheet.pdf	PDF	Mar 21, 2018

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0+00

1+00

2+00

4+00

4+50

0+00

1+00

3+00

4+00

5+00

0+00

1+00

2+00

3+00

4+00

5+00

5+25

HS 1

HS 2

HS 3

HS 4

HS 5

HS 6

HS7

DITCH PLUG 5

N: 1872793.82

E: 2460119.02

DITCH PLUG 2

N: 1873480.18

E: 2460413.04

DITCH PLUG 3

N: 1873290.01

E: 2460309.24

DITCH PLUG 4

N: 1873047.08

E: 2460204.71

DITCH PLUG 6

N: 1872773.66

E: 2459913.87

DITCH PLUG 1

N: 1873577.83

E: 2460451.64

CHANNEL DIVERSION STRUCTURE

N: 1873696.78

E: 2460375.36

POOL

E L E

V A

T I O

STATION (FT)

13+60 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50

E L E

V A

T I O

STATION (FT)

21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50

0.0%

-0.3%

-0.2%

HS 1

HS 2

HS 3

HS 4

HS 5

HS 6HS7

-0.0%

-0.1%

-0.3%

0.0%

SCALE:

0 50 100

1" = 100'

CONSTRUCTED

CHANNEL 4 (STA

16+77 TO 15+15)

FILL AREA 4. FILL EXISTING

DITCH WITH MATERIAL

REMOVED FROM BERM

REMOVE EXISTING BERM &

SALVAGE MATERIAL (TYP). USE

BR 7 & BR 8 (SEE SHEET C10)

FOR ADDITIONAL PHASE 1 FILL.

UPPER TWO-MILE MEADOW

EAST FORK POTLATCH RIVER

EXISTING ACTIVE CHANNEL

DVSL 2

FILL AREA 2

OFF-CHANNEL

HABITAT 1 (SEE

SHEET C7)

FILL AREA 3

OFF-CHANNEL

HABITAT 2 (SEE

SHEET C7)

P H

A S

N D

CONSTRUCTED

CHANNEL 2 (STA

23+33 TO 21+75)

DES. CHANNEL

ALIGNMENT

DVSL 1

SB 1

(70 LF)

SB 3

(70 LF)

SB 2

(140 LF)

CONSTRUCTED

CHANNEL 5 (STA

14+60 TO 13+85)

DATE:

CHECKED:

ENGINEER:

DRAWN BY:

B. DAVIS

S. FIROR

D. GILLEN

SHEET NAME:

SHEET:

PROJECT NO.:

DATE:

NO. DATE REVISIONS BY CHK

6/16/2016

COORDINATE SYSTEM:

SCALE:

APPROVED:

DATE:

ISP, NAD 83, US FT, WEST

1" = 100'

S. FIROR

12/20/2017

UPPER TMM PLAN &

PROFILE

12/31/2017

17089

PROFILE

SCALE: 1" = 100' HORIZONTAL, 1" = 12.5' VERTICAL

HISTORIC CHANNEL INVERT

CONSTRUCTED

CHANNEL INVERT

CONSTRUCTED CHANNEL 4

CONSTRUCTED

CHANNEL 5

CONSTRUCTED CHANNEL 3

CONSTRUCTED

CHANNEL 2

CONSTRUCTED

CHANNEL 3 (STA

20+50 TO 19+02)

FILL AREA 1B

BR 1

BR 2

BR 3

BR 4

BR 5

1-3

D10

1-2

1-5

DVSL (TYP)

3-4

STICK BERM

(TYP)

3-4

INSTALL LOG

"V" WEIRS

(3 TOTAL)

HABITAT

STRUCTURE

(TYP)

1-2

CONSTRUCTED

CHANNEL INVERT

HISTORIC CHANNEL INVERT

INSTALL LOG "V"

WEIRS (3 TOTAL)

HARVEST ALLUVIUM

FROM EXISTING CHANNEL

AND BANKS (TYP)

HISTORIC CHANNEL TOB

BRUSH

FASCINE

(TYP)

1-3

1-2

BF 1

BF 2

BF 4

BF 5

1-2

3-4

FILL AREA 1A

1-2

BF 3

BF 6

NOTES:

1. HARVEST SOD FROM BERM REMOVALS, FILL

AREAS, & CONSTRUCTED CHANNELS AT THE

DIRECTION OF GOV'T.

2. SEE SHEET C6 FOR CONSTRUCTED CHANNEL

CROSS-SECTION SEQUENCING, STREAMBANK

TREATMENTS, & MATERIAL QUANTITIES

TABLES.

3. THIS PROJECT IS DESIGNED FOR AN

EARTHWORK BALANCE. MORE RAILROAD

BERM MAY BE REMOVED IF NEEDED UPON

APPROVAL FROM GOV'T.

PLACE LOOSE LOGS IN

CHANNEL AT DIRECTION OF

GOV'T (STA 28+00 TO 24+50)

APPROX. 7 LOGS TOTAL

1-3

TWO-MILE MEADOW

RESTORATION PROJECT

NEAR HELMER, ID

Science & Engineering, Inc.

CONSTRUCTED

CHANNEL 1 (STA

28+85 TO 28+25)

CONSTRUCTED

CHANNEL 1

CONSTRUCTED

CHANNEL INVERT

1-5

E V

A T

I O

STATION (FT)

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50

E L

E V

A T

I O

STATION (FT)

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00

E L

E V

A T

I O

STATION (FT)

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+25

DATE:

CHECKED:

ENGINEER:

DRAWN BY:

B. DAVIS

S. FIROR

D. GILLEN

SHEET NAME:

SHEET:

PROJECT NO.:

DATE:

NO. DATE REVISIONS BY CHK

6/16/2016

COORDINATE SYSTEM:

SCALE:

APPROVED:

DATE:

ISP, NAD 83, US FT, WEST

1" = 50'

S. FIROR

12/20/2017

UPPER TMM

CROSS-SECTIONS

12/31/2017

17089

DITCH PLUG 2

BERM REMOVAL 1.

REMOVE EXISTING BERM

& SALVAGE MATERIAL.

HISTORIC

CHANNEL

CROSS-SECTION 1

SCALE: 1" = 50' HORIZONTAL, 1" = 12.5' VERTICAL

CROSS-SECTION 2

SCALE: 1" = 50' HORIZONTAL, 1" = 12.5' VERTICAL

CROSS-SECTION 3

SCALE: 1" = 50' HORIZONTAL, 1" = 12.5' VERTICAL

FILL AREA 4. FILL EXISTING

DITCH WITH MATERIAL

REMOVED FROM BERM.

CONSTRUCTED

CHANNEL 1

BRUSH

FASCINE 2

FILL AREA 2

CONSTRUCTED

CHANNEL 3

DVSL 2

FILL AREA 3

FILL AREA 4. FILL EXISTING DITCH WITH

MATERIAL REMOVED FROM BERM.

BERM REMOVAL 4.

REMOVE EXISTING BERM

& SALVAGE MATERIAL.

3-4

1-2

D10

1-2

D10

1-3

1-2

1-5

BERM REMOVAL 3.

REMOVE EXISTING BERM

& SALVAGE MATERIAL.

D10

1-2

HARVEST ALLUVIUM

FROM EXISTING CHANNEL

AND BANKS AS NEEDED

HARVEST ALLUVIUM

FROM EXISTING CHANNEL

AND BANKS AS NEEDED

HARVEST ALLUVIUM

FROM EXISTING

CHANNEL AND BANKS

TWO-MILE MEADOW

RESTORATION PROJECT

NEAR HELMER, ID

Science & Engineering, Inc.

DATE:

CHECKED:

ENGINEER:

DRAWN BY:

B. DAVIS

S. FIROR

D. GILLEN

SHEET NAME:

SHEET:

PROJECT NO.:

DATE:

NO. DATE REVISIONS BY CHK

6/16/2016

COORDINATE SYSTEM:

SCALE:

APPROVED:

DATE:

ISP, NAD 83, US FT, WEST

N/A

S. FIROR

12/20/2017

UPPER TMM

TABLES

12/31/2017

17089

CONSTRUCTED CHANNEL CROSS-SECTION SEQUENCING

CONSTRUCTED

CHANNEL NO.

CROSS-SECTION START STA END STA

LENGTH (FT)

BANK

1 RUN 28+85 28+25 60 N/A

2 RIFFLE 23+33 22+81 52 N/A

2 RUN 22+81 22+65 16 LEFT

2 POOL 22+65 22+17 48 LEFT

2 RIFFLE 22+17 21+75 42 N/A

3 RIFFLE 20+50 20+07 43 N/A

3 POOL 20+07 19+57 50 RIGHT

3 RIFFLE 19+57 19+02 55 N/A

4 RIFFLE 16+77 16+36 41 N/A

4 RUN 16+36 16+10 26 RIGHT

4 POOL 16+10 15+68 42 RIGHT

4 RIFFLE 15+68 15+15 53 N/A

5 RIFFLE 14+60 13+85 75 N/A

STREAMBANK TREATMENTS

TREATMENT NO. START STA END STA

LENGTH (FT)

BANK

BF 1 28+91 27+27 180 LEFT

DVSL 1 23+89 23+20 80 LEFT

BF 2 23+20 21+73 170 LEFT

BF 3 20+93 20+13 100 RIGHT

BF 4 19+85 18+26 200 LEFT

BF 5 17+32 16+77 60 RIGHT

DVSL 2 17+01 16+10 120 LEFT

BF 6 16+06 14+69 160 RIGHT

PHASE 1 UPPER MEADOW ESTIMATED MATERIAL QUANTITIES

FEATURE

FILL MATERIAL

QUANTITY

GENERATED ON SITE

(CY)

ALLUVIUM

GENERATED ON SITE

(CY)

TOPSOIL REQ'D (CY)

ROCK/SOIL

(COMPACTED) FILL

REQ'D (CY)

ALLUVIUM REQ'D (CY)

CHANNEL DIVERSION

STRUCTURE

- 105 100 300 50

DITCH PLUG 1 - 45 40 110 10

DITCH PLUG 2 - 35 40 120 5

DITCH PLUG 3 - 30 30 70 5

DITCH PLUG 4 - 40 60 160 10

DITCH PLUG 5 30 40 110 5

DITCH PLUG 6 55 70 200 15

FILL AREA 1A - - 360 - -

FILL AREA 1B - 310 - -

FILL AREA 2 - - 160 - -

FILL AREA 3 - - 400 - -

FILL AREA 4 - - 450 - -

BERM REMOVAL 1 170 - - - -

BERM REMOVAL 2 270 - - - -

BERM REMOVAL 3 110 - - - -

BERM REMOVAL 4 100 - - - -

BERM REMOVAL 5 320 - - - -

BERM REMOVAL 7 (SEE

SHEET C11)

680 - - - -

BERM REMOVAL 8 (SEE

SHEET C11)

290 - - - -

OFF-CHANNEL HABITAT 1 290 - - - -

OFF-CHANNEL HABITAT 2 500 - - - -

CONSTRUCTED CHANNEL 2 420 - - - 87

CONSTRUCTED CHANNEL 3 130 - - - 91

CONSTRUCTED CHANNEL 4 230 - - - 87

CONSTRUCTED CHANNEL 5 120 - - - 70

ALLUVIUM HARVEST AREAS - 95 - - -

TOTALS 3630 435 2060 1070 435

NOTE:

BANK DESIGNATIONS ARE

FACING DOWNSTREAM.

TWO-MILE MEADOW

RESTORATION PROJECT

NEAR HELMER, ID

Science & Engineering, Inc.

LOG REQUIREMENTS

ELEMENT STATION LOGS BOULDERS BANK

HS1 24+00 3 (MIN) 2 LEFT

HS2 21+75 3 (MIN) 2 LEFT

HS3 20+10 3 (MIN) 2 LEFT

HS4 18+20 3 (MIN) 2 RIGHT

HS5 17+45 3 (MIN) 2 LEFT

HS6 16+15 3 (MIN) 2 RIGHT

LOOSE LOGS 24+50 - 27+00 7 (MIN) 0 N/A

FLOODPLAIN N/A 152 (MIN) 0 N/A

OFF-CHANNEL

HABITAT

N/A 8 0 N/A

E L

E V

A T

I O

STATION (FT)

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+25

E L

E V

A T

I O

STATION (FT)

0+00 0+50 1+00 1+50 2+00 2+50 3+00

E L

E V

A T

I O

STATION (FT)

0+00 0+50 1+00 1+50

E L

E V

A T

I O

STATION (FT)

0+00 0+50 1+00

SCALE:

0 25 50

1" = 50'

UPPER TWO-MILE MEADOW

OFF-CHANNEL HABITAT 1

OFF-CHANNEL HABITAT 2 DES. CHANNEL ALIGNMENT

DATE:

CHECKED:

ENGINEER:

DRAWN BY:

B. DAVIS

S. FIROR

D. GILLEN

SHEET NAME:

SHEET:

PROJECT NO.:

DATE:

NO. DATE REVISIONS BY CHK

6/16/2016

COORDINATE SYSTEM:

SCALE:

APPROVED:

DATE:

ISP, NAD 83, US FT, WEST

1" = 50'

S. FIROR

12/20/2017

OFF-CHANNEL HABITAT

PLAN, PROFILES, &

CROSS-SECTIONS

12/20/2017

17089

OCH 2 PROFILE

SCALE: 1" = 50' HORIZONTAL, 1" = 12.5' VERTICAL

OCH 1 PROFILE

SCALE: 1" = 50' HORIZONTAL, 1" = 12.5' VERTICAL

EXISTING GROUND

- 1

LOGS WITH ROOTWADS.

BURY 50% OF TRUNK

LENGTH IN FLOODPLAIN

(4 TOTAL FOR OCH 2).

EXISTING GROUND

LOGS WITH ROOTWADS.

BURY 50% OF TRUNK

LENGTH IN FLOODPLAIN

(4 TOTAL FOR OCH 1).

OFF-CHANNEL HABITAT BOTTOM

OFF-CHANNEL

HABITAT BOTTOM

OCH 2 CROSS-SECTION

SCALE: 1" = 50' HORIZONTAL, 1" = 12.5' VERTICAL

OCH 1 CROSS-SECTION

SCALE: 1" = 50' HORIZONTAL, 1" = 12.5' VERTICAL

EXISTING GROUND

OFF-CHANNEL HABITAT BOTTOM

OFF-CHANNEL

HABITAT BOTTOM

EXISTING GROUND

HISTORIC CHANNEL

HISTORIC

CHANNEL

HISTORIC CHANNEL

LOCATION

NOTE:

1. HARVEST SOD FROM THOSE

AREAS STAKED BY GOV'T.

TWO-MILE MEADOW

RESTORATION PROJECT

START ALGN

N: 1870222.0

E: 2459077.5

END ALGN

N: 1869993.8

E: 2459361.0

0+00

1+00

2+00

3+00

0+00

1+00

2+00

3+00

E L E

V A

T I O

STATION (FT)

0+00 0+50 1+00 1+50 2+00 2+50 3+00

E L

E V

A T

I O

STATION (FT)

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50

E L E

V A

T I O

STATION (FT)

0+00 0+50 1+00 1+50 2+00 2+50 3+00

SCALE:

0 50 100

1" = 100'

REMOVE EXISTING BERMS &

SALVAGE MATERIAL (TYP).

FILL AREA 9. FILL

EXISTING DITCH WITH

MATERIAL REMOVED

FROM BR9 & BR10.

DEWATER AT

DIRECTION OF GOV'T.

PRESERVE &

PROTECT EXISTING

HISTORIC CHANNEL

LOWER TWO-MILE

MEADOW

EAST FORK

POTLATCH RIVER

EXISTING ACTIVE

CHANNEL

DATE:

CHECKED:

ENGINEER:

DRAWN BY:

B. DAVIS

S. FIROR

D. GILLEN

SHEET NAME:

SHEET:

PROJECT NO.:

DATE:

NO. DATE REVISIONS BY CHK

6/16/2016

COORDINATE SYSTEM:

SCALE:

APPROVED:

DATE:

ISP, NAD 83, US FT, WEST

AS SHOWN

S. FIROR

12/20/2017

LOWER TMM PLAN,

PROFILE, &

CROSS-SECTIONS

12/31/2017

17089

CROSS-SECTION 2

SCALE: 1" = 50' HORIZONTAL, 1" = 12.5' VERTICAL

BERM REMOVAL 9.

REMOVE EXISTING BERM

& SALVAGE MATERIAL.

PERSUASION

CHANNEL (STA

0+76 TO 2+36)

PERSUASION CHANNEL

D10

1-2

BR 10

BR 9

NOTES:

1. ALL BERM REMOVAL AND AND BORROW DITCH

FILL AREAS SHALL INCORPORATE FLOODPLAIN

MICROTOPOGRAPHY, LOGS, & SLASH ON THE

FINISHED GRADE (SEE SHEET C9 AND SHEET D9).

2. HARVEST SOD FROM PERSUASION CHANNEL,

BERM REMOVALS, & FILL AREAS FOOTPRINT IN

THOSE AREAS STAKED BY GOV'T.

EXISTING

CHANNEL

PROFILE

SCALE: 1" = 100' HORIZONTAL, 1" = 12.5' VERTICAL

PERSUASION CHANNEL

EXISTING GROUND

CROSS-SECTION 1

SCALE: 1" = 50' HORIZONTAL, 1" = 12.5' VERTICAL

FILL AREA 9. FILL EXISTING

DITCH WITH MATERIAL

REMOVED FROM BR9 & BR10.

BERM REMOVAL 10.

REMOVE EXISTING BERM

& SALVAGE MATERIAL

EXISTING

CHANNEL

EXISTING GROUND

PHASE 1 LOWER MEADOW ESTIMATED

MATERIAL QUANTITIES

FEATURE

FILL MATERIAL

GENERATED

ON SITE (CY)

TOPSOIL

REQ'D (CY)

FILL AREA 9

- 740

BERM REMOVALS

9 & 10

725 -

PERSUASION

CHANNEL

15 -

TOTALS 740 740

TWO-MILE MEADOW

RESTORATION PROJECT

SCALE:

0 50 100

1" = 100'

DATE:

CHECKED:

ENGINEER:

DRAWN BY:

B. DAVIS

S. FIROR

D. GILLEN

SHEET NAME:

SHEET:

PROJECT NO.:

DATE:

NO. DATE REVISIONS BY CHK

6/16/2016

COORDINATE SYSTEM:

SCALE:

APPROVED:

DATE:

ISP, NAD 83, US FT, WEST

1" = 100'

S. FIROR

12/20/2017

FLOODPLAIN

MICROTOPOGRAPY,

LOGS, & SLASH PLAN

12/20/2017

17089

PHASE 1 DES

CHANNEL

ALIGNMENT

FLOODPLAIN MICROTOPOGRAPHY

AND SLASH (TYP)

FLOODPLAIN LOGS (TYP)

LEGEND:

FLOODPLAIN MICROTOPOGRAPHY & SLASH

FLOODPLAIN LOGS

NOTES:

1. NO FLOODPLAIN LOGS SHALL BE PLACED

WITHIN 10 FEET OF NEW LIVESTOCK FENCE.

REFER TO SHEET C11 FOR FENCING PLAN.

2. FLOODPLAIN MICROTOPOGRAPHY TO BE

APPLIED WHEREVER ACCESS ROUTES ARE

UTILIZED AS REQUESTED BY GOV'T.

3-4

SCALE:

0 50 100

1" = 100'

UPPER MEADOW

LOWER MEADOW

FLOODPLAIN LOGS (TYP)

FLOODPLAIN MICROTOPOGRAPHY

AND SLASH (TYP)

3-4

PLACE SLASH

AROUND DITCH

PLUGS (TYP)

LEGEND:

FLOODPLAIN MICROTOPOGRAPHY & SLASH

FLOODPLAIN LOGS

PLACE SLASH AROUND

CHANNEL DIVERSION

STRUCTURE

TWO-MILE MEADOW

RESTORATION PROJECT

HS 9

0+00

1+00

2+00

3+00

4+00

4+25

POOL

SCALE:

0 50 100

1" = 100'

BR 8 USE AS NEEDED

DURING PHASE 1

L O

UPPER TWO-MILE MEADOW

(PHASE 2)

EAST FORK POTLATCH RIVER

EXISTING ACTIVE CHANNEL

DVSL 4

F L O

DATE:

CHECKED:

ENGINEER:

DRAWN BY:

B. DAVIS

S. FIROR

D. GILLEN

SHEET NAME:

SHEET:

PROJECT NO.:

DATE:

C10

NO. DATE REVISIONS BY CHK

6/16/2016

COORDINATE SYSTEM:

SCALE:

APPROVED:

DATE:

ISP, NAD 83, US FT, WEST

1" = 100'

S. FIROR

12/20/2017

PHASE 2 - UPPER TMM

PLAN

12/20/2017

17089

S H

E E

M A

T C

I N

PHASE 2 PLAN SHOWN FOR LOCATIONS OF BERM REMOVAL AREAS ONLY

PRESERVE & PROTECT

EXISTING HISTORIC

SIDE CHANNEL

PRESERVE & PROTECT

EXISTING HISTORIC CHANNEL

BR 7

BR 8

NOTES:

1. HARVEST SOD FROM BERM REMOVALS,

FILL AREAS, & CONSTRUCTED CHANNELS

AT THE DIRECTION OF GOVERNMENT.

2. THIS PROJECT IS DESIGNED FOR AN

EARTHWORK BALANCE. MORE RAILROAD

BERM MAY BE REMOVED IF NEEDED UPON

APPROVAL FROM GOV'T.

BR 7 USE AS NEEDED

DURING PHASE 1

TWO-MILE MEADOW

RESTORATION PROJECT

6_TWO-MILE MEADOW_90% DESIGN_UPPER MEADOW_2017-12-18-PH 1 - UPPER PLAN & PROF_C4

Sheets and Views

PH 1 - UPPER PLAN & PROF_C4

7_TWO-MILE MEADOW_90% DESIGN_UPPER MEADOW_2017-12-18-PH 1 - SECTIONS_C5

Sheets and Views

PH 1 - SECTIONS_C5

8_TWO-MILE MEADOW_90% DESIGN_UPPER MEADOW_2017-12-18-PH 1 TABLES_C6

Sheets and Views

PH 1 TABLES_C6

9_TWO-MILE MEADOW_90% DESIGN_UPPER MEADOW_2017-12-18_BTD-PH 1 - SIDE CHANNEL_C7

Sheets and Views

PH 1 - SIDE CHANNEL_C7

10_TWO-MILE MEADOW_90% DESIGN_LOWER MEADOW_2017-12-13-PH 1 - LOWER PLAN & PROF_C8

Sheets and Views

PH 1 - LOWER PLAN & PROF_C8

11_TWO-MILE MEADOW_90% DESIGN_UPPER MEADOW_2017-12-18_BTD-PH 1 - FP ROUGHNESS_C9

Sheets and Views

PH 1 - FP ROUGHNESS_C9

12_TWO-MILE MEADOW_90% DESIGN_UPPER MEADOW_2017-12-18_BTD-PH 2 - UPPER P&P (CONT)_C10

Sheets and Views

PH 2 - UPPER P&P (CONT)_C10

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