4a-Runway -100% Drawings_Part 8.pdf

PDF 15 MB Posted Jun 18, 2026

Attached to: 511/23420. JLM; Selfridge ANGB - Airfield Improvements
Solicitation number: RFP 171 260000002245 2
Issued by: Macomb County, Michigan

About this file

Written by GovTribe AI · Jun 22, 2026

This document comprises 100% design drawings (Part 8) for the Runway Encroachment Solution Project #2 at Selfridge Air National Guard Base in Michigan, prepared by the State of Michigan Department of Technology, State Facilities Administration, Design and Construction Division. The project involves airfield improvements to mitigate runway encroachment through Task 1, with drawings dated June 5, 2026. The drawings depict runway 01-19 erosion control plans, site grading limits, drainage infrastructure, taxiway configurations, and multiple phases of construction staged as Phase 1B, Phase 2A, Phase 2B, Phase 3B, and Phase 3C. The plans indicate extensive earthwork including the relocation of the Irwin Drain and Rosso Highway, installation of geogrid and stabilized base layers, and placement of 16-inch Portland Cement Concrete (PCC) pavement. Erosion and sedimentation control measures are comprehensively detailed throughout the site plans, including silt fencing, inlet protection fabric fencing, fiber log ditch checks, sediment basins, and stabilized construction entrances.

The project specifications address soil preparation, fill material compaction to 95% per ASTM standards, geogrid installation per specification 313219.16, and drainage layer construction. The drawings reference spoil sites for material placement, including Site #2 with an estimated compacted volume of 102,500 cubic yards and Site #5 and Site #6 with volumes of 119,200 and 258,700 cubic yards respectively. The design incorporates storm sewer installation across the existing perimeter road during Phase 2A work, with provisions for temporary pumping of water to the relocated Irwin Drain until downstream storm sewer construction is completed. Multiple catch basin locations are marked with specific coordinates and rim elevations. The project requires compliance with Part 91 of Michigan Act 451 of 1994, the Soil Erosion and Sedimentation Control Act, and Macomb County ordinances. All temporary erosion control devices must be removed after permanent stabilization is established, and final grading with vegetation establishment must be completed within five calendar days of final earth changes.

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4a-Runway -100% Drawings_Part 16.pdf	PDF	Jun 18, 2026
3-Attachment B - Sample CM Contract (Rev04-26).pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 13.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part1.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 12.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part3.pdf	PDF	Jun 18, 2026
2-Attachment A - Cost Details (511.23420.JLM).xlsx	XLSX spreadsheet	Jun 18, 2026
4a-Runway -100% Drawings_Part 11.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 14.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 5.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 9.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 10.pdf	PDF	Jun 18, 2026
4c-Taxiway A 35% Drawings.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 15.pdf	PDF	Jun 18, 2026
1-CM RFP (511.23420.JLM).pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 4.pdf	PDF	Jun 18, 2026
4b-Runway Specifications.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 6.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 7.pdf	PDF	Jun 18, 2026

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1. INSTALL GEOGRID PER 31 32 19.16.

2. PLACE 12 INCHES MINIMUM OF 3x1 STONE.

3. FILL IRWIN DRAIN WITH SATISFACTORY

MATERIALS PER 31 00 00, EXPLORE USING BASE

MATERIAL UNDER EXISTING ROSSO HIGHWAY.

COMPACT TO 95% PER ASTM D1577.

4. 18" SAND FOR SUBBASE (31 00 00)

5. INSTALL GEOGRID (31 32 19.16)

6. 12" PORTLAND CEMENT STABILIZED BASE

7. 4" STABILIZED DRAINAGE LAYER

8. 16" PCC PAVEMENT

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1. SEE SHEET CG504 FOR REQUIRED SESC GENERAL NOTES.

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5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

E N

C R

H M

T #2

M C

C A

E R

U N

E N

C R

H M

B -3

0% F

S U

D R

O N

C O

O L

CG116

KEY MAP

H L

- S H

C G

MATCH LINE - TOP OF SHEET CG112

INLET PROTECTION

FABRIC FENCE, TYP.

SEE DETAIL ON G501.

SEE NOTE 4.

INLET PROTECTION

FABRIC FENCE, TYP.

SEE DETAIL ON CG501.

SEE NOTE 4.

PHASE 2A LIMIT

TRUE N

PLAN

NORTH

00 50 100

E N

PLAN

NORTH

PHASE 3C LIMIT

MATCH LINE - BOTTOM OF SHEET CG115

LOCATION OF RUNWAY OR FUTURE TAXIWAY

CROSSING OF EXISTING IRWIN DRAIN (SEE DETAIL

C2/CP307) WORK INCLUDES:

1. INSTALL GEOGRID PER 31 32 19.16.

2. PLACE 12 INCHES MINIMUM OF 3x1 STONE.

3. FILL IRWIN DRAIN WITH SATISFACTORY

MATERIALS PER 31 00 00, EXPLORE USING BASE

MATERIAL UNDER EXISTING ROSSO HIGHWAY.

COMPACT TO 95% PER ASTM D1577.

4. 18" SAND FOR SUBBASE (31 00 00)

5. INSTALL GEOGRID (31 32 19.16)

6. 12" PORTLAND CEMENT STABILIZED BASE

7. 4" STABILIZED DRAINAGE LAYER

8. 16" PCC PAVEMENT

GENERAL NOTES:

1. SEE SHEET CG504 FOR REQUIRED SESC GENERAL NOTES.

2. SEE EROSION CONTROL LEGEND AND NOTES ON SHEET CG102.

PROPOSED PERIMETER ROAD

RELOCATED ROSSO HWY

RELOCATED IRWIN DRAIN

MATCH LINE - TOP OF SHEET CG111

EXCAVATE MINIMUM 3' BESIDE AND

BELOW EXISTING DITCH TO REMOVE SILT MATERIAL.

BACKFILL WITH IMPERVIOUS CLAY MATERIAL TO

WITHIN 6" OF FINISHED GRADE. COMPACT

TO 95% ASTM D1557. PLACE 6" TOPSOIL

OVER CLAY MATERIAL

AutoCAD SHX Text N00°26'17"E

SDSD

C B

#07

#08

#09

#10

18"

576.0

577.0

578.0

8.0

579.0

9.0

579.0

580.0

7.0

8.0

9.0

0.0

1.0

2.0

0.0

580.0

0.0

5.0

W W

XXXXXXX

X X X X X X X X X X X X X X X X X X X X X

X X

X X X

X X

STA 205+42.79

R 864.38

STA 204+42.79

R 864.38

STA 204+42.79

R 689.38

STA 205+42.79

R 689.38

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

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C R

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SHEET ID

SHEET OF 467

MI ANGB

E O

F M

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G Y, ST

N D

N A

N D

C O

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N C

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D B

U D

5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

E N

C R

H M

T #2

M C

C A

E R

U N

E N

C R

H M

B -3

0% F

S U

D R

O N

C O

O L

CG117

KEY MAP

MATCH LINE -BOTTOM OF SHEET CG112

MATCH LINE - TOP OF SHEET CG118

SILT FENCE, TYP.

SEE DETAIL ON CG501

GRADING LIMITS

INLET PROTECTION

FABRIC FENCE, TYP.

SEE DETAIL ON CG501.

SEE NOTE 4.

INLET PROTECTION

FABRIC FENCE, TYP.

SEE DETAIL ON CG501.

SEE NOTE 4.

PHASE 3B LIMIT

PHASE 2A LIMIT

TRUE N

PLAN

NORTH

00 50 100

E N

PLAN

NORTH

PHASE 2A

PHASE 2B LIMIT

PHASE 3C LIMIT

PHASE 2B LIMIT

PLACE EXISTING RIPRAP ALONG

IRWIN DRAIN INTO THE BOTTOM OF

THE DRAIN AND COMPACT TO

PROVIDE BASE FOR FILL MATERIAL.

EXCLUDE DESIGNATED AREAS

THAT GEOGRID IS TO BE PLACED.

175LF OF 24 INCH RCP

INSTALLED DURING ROSSO

ROAD RELOCATION PROJECT

INLET PROTECTION

FABRIC FENCE, TYP.

SEE DETAIL ON CG501.

SEE NOTE 4.

RELO

CATED IR

WIN DRAIN

RELO

CATED ROSSO HWY

PROPOSED PERIM

ETER ROAD

LOCATION OF RUNWAY OR FUTURE TAXIWAY

CROSSING OF EXISTING IRWIN DRAIN (SEE DETAIL

C2/CP307) WORK INCLUDES:

1. INSTALL GEOGRID PER 31 32 19.16.

2. PLACE 12 INCHES MINIMUM OF 3x1 STONE.

3. FILL IRWIN DRAIN WITH SATISFACTORY

MATERIALS PER 31 00 00, EXPLORE USING BASE

MATERIAL UNDER EXISTING ROSSO HIGHWAY.

COMPACT TO 95% PER ASTM D1577.

4. 18" SAND FOR SUBBASE (31 00 00)

5. INSTALL GEOGRID (31 32 19.16)

6. 12" PORTLAND CEMENT STABILIZED BASE

7. 4" STABILIZED DRAINAGE LAYER

8. 16" PCC PAVEMENT

GENERAL NOTES:

1. SEE SHEET CG504 FOR REQUIRED SESC GENERAL NOTES.

2. SEE EROSION CONTROL LEGEND AND NOTES ON SHEET CG102.

TAXIWAY ALPHA

PROPOSED

PAVEMENT EDGE

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N00°26'17"E

COMM COMM COMM COMM COMM C

M M

C O

M M

C O

M M

C O

M M

X X

18"

574.0 574.0

575.0 575.0

576.0 577.0

X X

UY GUY GUY GUY

G U

X X

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

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SHEET ID

SHEET OF 467

MI ANGB

E O

F M

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H N

G Y, ST

N D

N A

N D

C O

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O N

N C

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T, A N

D B

U D

5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

E N

C R

H M

T #2

M C

C A

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U N

E N

C R

H M

B -3

0% F

S U

D R

O N

C O

O L

CG118

KEY MAP

MATCH LINE -BOTTOM OF SHEET CG117

SILT FENCE, TYP.

SEE DETAIL ON CG501

GRADING LIMITS

PHASE 2B LIMIT

TRUE N

PLAN

NORTH

00 50 100

E N

PLAN

NORTH

SEDIMENT BASIN, TYP.

SEE DETAILS ON CG502

GENERAL NOTES:

1. SEE SHEET CG504 FOR REQUIRED SESC GENERAL NOTES.

2. SEE EROSION CONTROL LEGEND AND NOTES ON SHEET CG102.

D P

R O

O C

R O

H W

AutoCAD SHX Text C

AutoCAD SHX Text

'C' ST.

AutoCAD SHX Text

'E' ST.

AutoCAD SHX Text

'C' ST.

AutoCAD SHX Text

'E' ST.

AutoCAD SHX Text

AutoCAD SHX Text N00°26'17"E

E E

E E E E E E E E E E E E

COMMCOMMCOMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

SDSDSDSDSD

C B

C B C B

C B

W W W W W W W W W W W W W W W W

W W

574.0

575.0

576.0

577.0

578.0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SHEET OF 467

MI ANGB

E O

F M

O F

H N

G Y, ST

N D

N A

N D

C O

R U

O N

N C

, M

T, A N

D B

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5, AN

H U

N T, IN

G W

N , W

G E

D B

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U N

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C R

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T #2

M C

C A

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U N

E N

C R

H M

B -3

0% F

S U

D R

O N

C O

O L

CG119

KEY MAP

MATCH LINE - SHEET CG110

PRL SITE LIMITS

TRUE N

PLAN

NORTH

00 50 100

E N

PLAN

NORTH

TAXIWAY A

PHASE 2A LIMIT PHASE 3B LIMIT

GENERAL NOTES:

1. SEE SHEET CG504 FOR REQUIRED SESC GENERAL NOTES.

2. SEE EROSION CONTROL LEGEND AND NOTES ON SHEET CG102.

PHASE 1B

PRL SITE

TAXIWAY ALPHA

PROPOSED

PAVEMENT EDGE

TAXIWAY ALPHA

AutoCAD SHX Text E

AutoCAD SHX Text N00°26'17"E

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

#03

#01

#02

#04

18"

578.0

579.0

580.0

581.0

582.0

583.0

584.0

585.0

586.0

579.0

580.0

581.0

582.0

583.0

584.0

585.0 585.0

581.0

582.0

583.0

584.0

C B

W V

G G

WWWWWWWWW

585.0 586.0 587.0 588.0 589.0 590.0 591.0 592.0 593.0 594.0 595.0 596.0

583.0

584.0

STA 208+12.92

L -538.96

STA 207+72.03

L -600.76

STA 205+73.42

L -800.47

STA 205+75.30

L -551.10

STA 206+35.69

L -490.71

STA 206+55.14

L -463.26

STA 204+44.17

L -682.24

STA 203+69.10

L -757.30

STA 204+42.29

L -931.60

STA 203+52.15

L -1021.74

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SHEET OF 467

MI ANGB

E O

F M

O F

H N

G Y, ST

N D

N A

N D

C O

R U

O N

N C

, M

T, A N

D B

U D

5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

E N

C R

H M

T #2

M C

C A

E R

U N

E N

C R

H M

B -3

0% F

S U

D R

O N

C O

O L

CG120

KEY MAP

TRUE N

PLAN

NORTH

00 50 100

E N

PLAN

NORTH

PHASE 2A

GRADING LIMITS

PHASE 2A

GRADING LIMITS

INLET PROTECTION

FABRIC FENCE, TYP.

SEE DETAIL ON CG501.

SEE NOTE 4.

MATCH LINE - TOP OF SHEET CG121

LOCATION OF RUNWAY OR FUTURE TAXIWAY

CROSSING OF EXISTING IRWIN DRAIN (SEE DETAIL

C2/CP307) WORK INCLUDES:

1. INSTALL GEOGRID PER 31 32 19.16.

2. PLACE 12 INCHES MINIMUM OF 3x1 STONE.

3. FILL IRWIN DRAIN WITH SATISFACTORY

MATERIALS PER 31 00 00, EXPLORE USING BASE

MATERIAL UNDER EXISTING ROSSO HIGHWAY.

COMPACT TO 95% PER ASTM D1577.

4. 18" SAND FOR SUBBASE (31 00 00)

5. INSTALL GEOGRID (31 32 19.16)

6. 12" PORTLAND CEMENT STABILIZED BASE

7. 4" STABILIZED DRAINAGE LAYER

8. 16" PCC PAVEMENT

PROPOSED PERIMETER ROAD

RELOCATED ROSSO HWY

RELOCATED IRWIN DRAIN

GENERAL NOTES:

1. SEE SHEET CG504 FOR REQUIRED SESC GENERAL NOTES.

2. SEE LEGEND ON SHEET CG102 FOR EROSION CONTROL SYMBOLS.

3. EROSION CONTROL ITEMS FOR THIS SHEET ARE FOR DURING

PHASE 2A WORK.

4. PLACE INDICATED INLET PROTECTION AFTER NEW STORM WATER

CATCH BASINS ARE INSTALLED.

5. SEE SOIL TYPE INFORMATION SEE SOIL BORING SHEETS BB101

THROUGH BB109.

TAXIWAY BRAVO

PROPOSED

PAVEMENT EDGE

AutoCAD SHX Text N00°26'17"E

X X

SDSD

D D

C B

#33

202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00

577.0 577.0

0578.0

578.0578.0578.0

578.0

579.0

9.0

579.0

580.0

0.0

1.0

585.0

5.0

581.0

582.0

583.0

584.0

585.0

586.0

587.0

588.0

589.0

590.0

591.0

592.0

593.0

594.0

595.0

578.0

579.0

580.0

581.0

582.0

583.0

584.0

581.0 582.0 583.0 584.0 585.0 586.0 587.0 588.0 589.0 590.0 591.0 592.0

593.0

594.0

595.0

STA 204+09.24

L -183.37

STA 204+28.87

R 100.00

STA 209+89.98

R 100.00

STA 209+89.98

L -100.00

STA 208+14.98

L -306.25

STA 205+32.12

L -306.25

STA 206+55.14

L -463.26

STA 204+97.98

L -307.47

STA 204+97.98

R 125.01

STA 204+06.95

L -216.43

STA 204+30.60

R 125.01

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SHEET OF 467

MI ANGB

E O

F M

O F

H N

G Y, ST

N D

N A

N D

C O

R U

O N

N C

, M

T, A N

D B

U D

5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

E N

C R

H M

T #2

M C

C A

E R

U N

E N

C R

H M

B -3

0% F

S U

D R

O N

C O

O L

CG121

KEY MAP

MATCH LINE - TOP OF SHEET CG122

MATCH LINE - TOP OF SHEET CG120

INLET PROTECTION

FABRIC FENCE, TYP.

SEE DETAIL 1/ CG501.

SEE NOTE 4.

TRUE N

PLAN

NORTH

00 50 100

E N

PLAN

NORTH

PHASE 2A

GRADING LIMITS

PHASE 2A

GRADING LIMITS

GENERAL NOTES:

1. SEE SHEET CG504 FOR REQUIRED SESC GENERAL NOTES.

2. SEE LEGEND ON SHEET CG102 FOR EROSION CONTROL SYMBOLS.

3. EROSION CONTROL ITEMS FOR THIS SHEET ARE FOR DURING

PHASE 2A WORK.

4. PLACE INDICATED INLET PROTECTION AFTER NEW STORM WATER

CATCH BASINS ARE INSTALLED.

5. SEE SOIL TYPE INFORMATION SEE SOIL BORING SHEETS BB101

THROUGH BB109.

LOCATION OF RUNWAY OR FUTURE TAXIWAY

CROSSING OF EXISTING IRWIN DRAIN (SEE DETAIL

C2/CP307) WORK INCLUDES:

1. INSTALL GEOGRID PER 31 32 19.16.

2. PLACE 12 INCHES MINIMUM OF 3x1 STONE.

3. FILL IRWIN DRAIN WITH SATISFACTORY

MATERIALS PER 31 00 00, EXPLORE USING

BASE MATERIAL UNDER EXISTING ROSSO

HIGHWAY. COMPACT TO 95% PER ASTM

D1577.

4. 18" SAND FOR SUBBASE (31 00 00)

5. INSTALL GEOGRID (31 32 19.16)

6. 12" PORTLAND CEMENT STABILIZED BASE

7. 4" STABILIZED DRAINAGE LAYER

8. 16" PCC PAVEMENT

SED

PER

ETER

H W

PLACE PROPOSED RUNWAY

EXTENSION SURCHARGED

MATERIAL PER DETAIL ON SHEET

CG501 AND SPEC 31 00 00.

RUNWAY PAVEMENT LIMITS

B R

H A

TAXIWAY ALPHA

PROPOSED

PAVEMENT EDGE

AutoCAD SHX Text N00°26'17"E

X X

XXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

SDSD

C B

#07

#08

#09

#10

18"

576.0

6.0

7.0

8.0

9.0

0.0

581.0

1.0

584.0

577.0

578.0

G G

576.0 576.0

577.0 577.0

577.0

578.0

8.0

578.0

579.0

578.0

579.0

579.0 580.0

581.0

STA 205+42.79

R 689.38STA 204+63.71

R 689.38

STA 205+43.25

R 864.05

STA 204+73.98

R 864.38

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

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SHEET ID

SHEET OF 467

MI ANGB

E O

F M

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H N

G Y, ST

N D

N A

N D

C O

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O N

N C

, M

T, A N

D B

U D

5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

E N

C R

H M

T #2

M C

C A

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U N

E N

C R

H M

B -3

0% F

S U

D R

O N

C O

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CG122

KEY MAP

MATCH LINE -BOTTOM OF SHEET CG121

INLET PROTECTION

FABRIC FENCE, TYP.

SEE DETAIL 1/ CG501.

SEE NOTE 4.

PHASE 2A

GRADING LIMITS

TRUE N

PLAN

NORTH

00 50 100

E N

PLAN

NORTH

PHASE 2A

GRADING LIMITS

GENERAL NOTES:

1. SEE SHEET CG504 FOR REQUIRED SESC GENERAL NOTES.

2. SEE LEGEND ON SHEET CG102 FOR EROSION CONTROL SYMBOLS.

3. EROSION CONTROL ITEMS FOR THIS SHEET ARE FOR DURING

PHASE 2A WORK.

4. PLACE INDICATED INLET PROTECTION AFTER NEW STORM WATER

CATCH BASINS ARE INSTALLED.

5. SEE SOIL TYPE INFORMATION SEE SOIL BORING SHEETS BB101

THROUGH BB109.

INSTALL STORM SEWER ACROSS EXISTING PERIMETER

ROAD DURING PHASE 2A. ONCE INSTALLED, PLACE

SATISFACTORY BACKFILL AND STEEL PLATE ACROSS

ROAD UNTIL PHASE 3C GRADING.

C H

E -B

O M

O F

T C

STORM PIPE INSTALLED

DURING ROSSO ROAD

RELOCATION PROJECT.

PUMP WATER FROM

STRUCTURE TO RELOCATED

IRWIN DRAIN UNTIL STORM

SEWER DOWNSTREAM HAS

BEEN CONSTRUCTED

LOCATION OF RUNWAY OR FUTURE TAXIWAY

CROSSING OF EXISTING IRWIN DRAIN (SEE DETAIL

C2/CP307) WORK INCLUDES:

1. INSTALL GEOGRID PER 31 32 19.16.

2. PLACE 12 INCHES MINIMUM OF 3x1 STONE.

3. FILL IRWIN DRAIN WITH SATISFACTORY

MATERIALS PER 31 00 00, EXPLORE USING BASE

MATERIAL UNDER EXISTING ROSSO HIGHWAY.

COMPACT TO 95% PER ASTM D1577.

4. 18" SAND FOR SUBBASE (31 00 00)

5. INSTALL GEOGRID (31 32 19.16)

6. 12" PORTLAND CEMENT STABILIZED BASE

7. 4" STABILIZED DRAINAGE LAYER

8. 16" PCC PAVEMENT

PROPOSED PERIM

ETER R

OAD

RELO

CATED R

OSSO H

EXISTIN

PER

ETER

RELO

CATED IR

WIN

RAIN

TAXIWAY ALPHA

PROPOSED

PAVEMENT EDGE

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N00°26'17"E

X X

E E E

E E E E E E

E E

4800V 4800V

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

D D DD D

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W W W

W W

576.0 576.0

577.0 577.0

577.0

578.0

579.0

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0 576.0

576.0576.0

576.0

576.0576.0 576.0

577.0577.0

577.0 577.0

577.0577.0

577.0

577.0 577.0

577.0 578.0

578.0

578.0 578.0

578.0

579.0

580.0

STA 204+30.60

R 125.01

STA 204+63.71

R 689.38

STA 204+73.98

R 864.38

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SHEET OF 467

MI ANGB

E O

F M

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H N

G Y, ST

N D

N A

N D

C O

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N C

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T, A N

D B

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5, AN

H U

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G W

N , W

G E

D B

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C R

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M C

C A

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U N

E N

C R

H M

B -3

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C O

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CG123

KEY MAP

C H

- B

O M

O F

TRUE N

PLAN

NORTH

00 50 100

E N

PLAN

NORTH

PHASE 2A

GRADING LIMITS

PHASE 2A

GRADING LIMITS

GENERAL NOTES:

1. SEE SHEET CG504 FOR REQUIRED SESC GENERAL NOTES.

2. SEE LEGEND ON SHEET CG102 FOR EROSION CONTROL SYMBOLS.

3. EROSION CONTROL ITEMS FOR THIS SHEET ARE FOR DURING

PHASE 2A WORK.

4. PLACE INDICATED INLET PROTECTION AFTER NEW STORM WATER

CATCH BASINS ARE INSTALLED.

5. SEE SOIL TYPE INFORMATION SEE SOIL BORING SHEETS BB101

THROUGH BB109.

C H

- T

O P

O F

T C

INSTALL STORM SEWER ACROSS EXISTING PERIMETER

ROAD DURING PHASE 2A. ONCE INSTALLED, PLACE

SATISFACTORY BACKFILL AND STEEL PLATE ACROSS

ROAD UNTIL PHASE 3C GRADING.

SILT FENCE, TYP.

SEE DETAIL ON CG501

SILT FENCE, TYP.

SEE DETAIL ON CG501

LOCATION OF RUNWAY OR FUTURE TAXIWAY

CROSSING OF EXISTING IRWIN DRAIN (SEE DETAIL

C2/CP307) WORK INCLUDES:

1. INSTALL GEOGRID PER 31 32 19.16.

2. PLACE 12 INCHES MINIMUM OF 3x1 STONE.

3. FILL IRWIN DRAIN WITH SATISFACTORY

MATERIALS PER 31 00 00, EXPLORE USING BASE

MATERIAL UNDER EXISTING ROSSO HIGHWAY.

COMPACT TO 95% PER ASTM D1577.

4. 18" SAND FOR SUBBASE (31 00 00)

5. INSTALL GEOGRID (31 32 19.16)

6. 12" PORTLAND CEMENT STABILIZED BASE

7. 4" STABILIZED DRAINAGE LAYER

8. 16" PCC PAVEMENT

EXISTIN

PER

ETER

FALCON ROAD

TAXIWAY ALPHA

PROPOSED

PAVEMENT EDGE

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N00°26'17"E

E E

E E E E E E E E E E E E E E E E E E

E E

E E E E E E E E E E

SDSDSDSDSDSDSDSDSDSDSD

SDSDSDSDSD

C B

P P

C B

C B C B

C B

U D

W W W W W W W W W W W W W W

W W

578.0

579.0

577.0

578.0

578.0578.0 578.0

578.0

579.0

577.0

578.0

575.0

576.0

577.0

578.0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SHEET OF 467

MI ANGB

E O

F M

O F

H N

G Y, ST

N D

N A

N D

C O

R U

O N

N C

, M

T, A N

D B

U D

5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

E N

C R

H M

T #2

M C

C A

E R

U N

E N

C R

H M

B -3

0% F

S U

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O N

C O

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CG124

KEY MAP

C H

- T

O P

O F

T C

TRUE N

PLAN

NORTH

00 50 100

E N

PLAN

NORTH

PHASE 2A

GRADING LIMITS

PHASE 2A

GRADING LIMITS

GENERAL NOTES:

1. SEE SHEET CG504 FOR REQUIRED SESC GENERAL NOTES.

2. SEE LEGEND ON SHEET CG102 FOR EROSION CONTROL SYMBOLS.

3. EROSION CONTROL ITEMS FOR THIS SHEET ARE FOR DURING

PHASES 2B AND 3B WORK. PLACEMENT OF ITEMS WILL ONLY BE

ALLOWED WHEN PHASES 2B AND 3B PAVEMENT CLOSURES ARE IN

PLACE. REMOVE ITEMS PRIOR TO REOPENING PAVEMENT AREAS

TO AIRCRAFT USE.

4. PLACE INDICATED INLET PROTECTION AFTER NEW STORM WATER

CATCH BASINS ARE INSTALLED.

5. SEE SOIL TYPE INFORMATION SEE SOIL BORING SHEETS BB101

THROUGH BB109.

INLET PROTECTION

FABRIC FENCE, TYP.

SEE DETAIL ON CG501.

SEE NOTE 4.

LOCATION OF RUNWAY OR FUTURE TAXIWAY

CROSSING OF EXISTING IRWIN DRAIN (SEE DETAIL

C2/CP307) WORK INCLUDES:

1. INSTALL GEOGRID PER 31 32 19.16.

2. PLACE 12 INCHES MINIMUM OF 3x1 STONE.

3. FILL IRWIN DRAIN WITH SATISFACTORY

MATERIALS PER 31 00 00, EXPLORE USING BASE

MATERIAL UNDER EXISTING ROSSO HIGHWAY.

COMPACT TO 95% PER ASTM D1577.

4. 18" SAND FOR SUBBASE (31 00 00)

5. INSTALL GEOGRID (31 32 19.16)

6. 12" PORTLAND CEMENT STABILIZED BASE

7. 4" STABILIZED DRAINAGE LAYER

8. 16" PCC PAVEMENT

FALCON ROAD

TAXIWAY ALPHA

PRL SITE LIMITS

PRL SITE

AutoCAD SHX Text E

AutoCAD SHX Text N00°26'17"E

4800V 4800V

SD SD SD SD SD SD SD

SDSDSDSDSDSDSDSDSDSD

D D

C B

#33

UD UD FR

579.0

582.0

581.0

582.0

583.0

584.0

576.0

577.0

578.0

579.0

579.0580.0

580.0

581.0

582.0

583.0

584.0

585.0

586.0

587.0

588.0

589.0

590.0

591.0

578.0

579.0

579.0580.0

580.0

581.0

582.0

583.0

584.0

585.0

586.0

587.0

588.0

589.0

590.0

591.0

592.0

593.0

594.0

197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00

STA 204+88.70

R 170.00

STA 204+51.70

L -324.17

STA 197+27.88

L -170.00

STA 197+27.88

R 170.00

STA 197+97.98

R 98.43

STA 197+97.98

L -100.00

STA 203+26.66

L -100.00

STA 204+59.70

L -233.83

STA 204+80.96

R 100.00

STA 202+64.39

L -170.00

STA 203+21.63

L -194.90

STA 203+97.98

L -207.46

STA 204+97.98

L -307.47

STA 204+97.98

R 125.01

STA 203+97.98

R 125.00

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

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MI ANGB

E O

F M

O F

H N

G Y, ST

N D

N A

N D

C O

R U

O N

N C

, M

T, A N

D B

U D

5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

E N

C R

H M

T #2

M C

C A

E R

U N

E N

C R

H M

B -3

0% F

S U

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C O

O L

CG125

KEY MAP

INLET PROTECTION

FABRIC FENCE, TYP.

SEE DETAIL 1/ CG501.

SEE NOTE 4.

TRUE N

PLAN

NORTH

00 50 100

E N

PLAN

NORTH

GENERAL NOTES:

1. SEE SHEET CG504 FOR REQUIRED SESC GENERAL NOTES.

2. SEE LEGEND ON SHEET CG102 FOR EROSION CONTROL SYMBOLS.

3. EROSION CONTROL ITEMS FOR THIS SHEET ARE FOR DURING

PHASE 3C WORK. PLACEMENT OF ITEMS WILL ONLY BE ALLOWED

WHEN PHASES 3A RUNWAY DISPLACEMENT ARE IN PLACE.

REMOVE ITEMS PRIOR TO REOPENING PAVEMENT AREAS TO

AIRCRAFT USE.

4. PLACE INDICATED INLET PROTECTION AFTER NEW STORM WATER

CATCH BASINS ARE INSTALLED.

5. SEE SOIL TYPE INFORMATION SEE SOIL BORING SHEETS BB101

THROUGH BB109.

PHASE 3C

GRADING LIMITS

SILT FENCE, TYP.

SEE DETAIL ON CG501

PLACE PROPOSED RUNWAY EXTENSION

SURCHARGED MATERIAL PER DETAIL ON

SHEET CG501 AND SPEC 31 00 00. ONCE

SURCHARGING HAS BEEN COMPLETED,

MATERIAL TO BE PLACED AT SITES

SHOWN ON SHEET CG141.

RUNWAY PAVEMENT LIMITS

LOCATION OF RUNWAY OR FUTURE TAXIWAY

CROSSING OF EXISTING IRWIN DRAIN (SEE DETAIL

C2/CP307) WORK INCLUDES:

1. INSTALL GEOGRID PER 31 32 19.16.

2. PLACE 12 INCHES MINIMUM OF 3x1 STONE.

3. FILL IRWIN DRAIN WITH SATISFACTORY

MATERIALS PER 31 00 00, EXPLORE USING BASE

MATERIAL UNDER EXISTING ROSSO HIGHWAY.

COMPACT TO 95% PER ASTM D1577.

4. 18" SAND FOR SUBBASE (31 00 00)

5. INSTALL GEOGRID (31 32 19.16)

6. 12" PORTLAND CEMENT STABILIZED BASE

7. 4" STABILIZED DRAINAGE LAYER

8. 16" PCC PAVEMENT

SURCHARGING SOIL IN GRAY HATCHED

AREA PLACED DURING PHASE 2A. ONCE

SURCHARGING HAS BEEN COMPLETED,

MATERIAL TO BE PLACED AT SITE

SHOWN ON SHEET CG141.

B R

H A

PRL SITE LIMITSPRL SITE

AutoCAD SHX Text E

AutoCAD SHX Text N00°26'17"E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

SS\\A//

\\A

SS\\A// SS\\A// SS\\A// SS\\A// SS\\A// SS\\A// SS\\A// SS\\A//

SS\\A//

SANSAN

W W

G G

SAN

SANSANSAN

SAN

SD SD SD SD SD

575.0 57 5.0

575.0

580.0

CB-SITE 2-2

NORTHING: 412221.6511

EASTING: 13539059.4749

RIM=574.50

24" INV N= N/A

CB-SITE 2-4

NORTHING: 412129.0187

EASTING: 13539409.5797

RIM=574.00

30" INV N= N/A

30" INV S= N/A

CB-SITE 2-1

NORTHING: 412621.5980

EASTING: 13539050.3913

RIM=573.73

24" INV S= N/A

30" INV E= N/A

42" INV N= N/A

CB-SITE 2-3

NORTHING: 412638.5520

EASTING: 13539406.9393

RIM=572.56

30" INV W= N/A

30" INV S= N/A

" C

I R C

" C

I R C

NORTHING: 412848.5568

EASTING: 13539393.0433

NORTHING: 412835.7199

EASTING: 13538827.8379

NORTHING: 412586.7388

EASTING: 13539729.8967

NORTHING: 412304.0016

EASTING: 13539738.8084

NORTHING: 412306.3986

EASTING: 13539671.1552

NORTHING: 412337.8007

EASTING: 13538743.0389

KEY MAP

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

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SHEET ID

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E O

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N A

N D

C O

R U

O N

N C

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T, A N

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H U

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G W

N , W

G E

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E, M

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E R

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0% F

S U

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NORTH

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PLAN

NORTH

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D R

CG141

E N

SILT FENCE, TYP.

GRADING LIMITS, TYP.

/////// LEGEND

UTILITY REMOVAL

SILT FENCE

GRADING LIMITS

INLET PROTECTION FABRIC FENCE

FIBER LOG DITCH CHECK

FLOW DIRECTION

EROSION MAT

PRL SITE (POTENTIAL CONTAMINATED MATERIAL)

NOTES:

1. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL PRIOR TO

PLACEMENT OF EXCESS MATERIAL.

2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS.

3. INVERT AND RIM ELEVATIONS OF EXISTING STORM SEWER

STRUCTURES WITHIN THE SITE ARE UNKNOWN. CONTRACTOR

SHALL INSTALL PROPOSED PIPES AT A MINIMUM OF 0.25 PERCENT.

4. ESTIMATED COMPACTED VOLUME OF SITE #2 IS 102,500 CY.

AutoCAD SHX Text N00°26'17"E

SS\\A//

SS\\A// SS\\A// SS\\A// SS\\A//

SS\\A//

\\A

SAN SAN SAN

W W W W

W W

G G

G G G

WWWWWW

SDSDSDSDSDSD

575.0

580.0 58 0.

0.0CB-SITE 2-5

NORTHING: 411619.6353

EASTING: 13539534.9872

RIM=575.50

30" INV N= N/A

30" INV W= N/A

CB-SITE 2-6

NORTHING: 411613.2309

EASTING: 13539119.1713

RIM=575.43

30" INV E= N/A

" C

I R C

416 LF OF 30" CLASS III RCP

NORTHING: 411998.5676

EASTING: 13539528.7127

NORTHING: 411945.4022

EASTING: 13539595.7647

NORTHING: 411583.5021

EASTING: 13539657.9543

NORTHING: 411578.9280

EASTING: 13539563.6297

NORTHING: 411376.7785

EASTING: 13539527.9466

NORTHING: 411367.5235

EASTING: 13538616.8894

NORTHING: 411577.5392

EASTING: 13538618.8330

NORTHING: 411597.3530

EASTING: 13539047.0961

NORTHING: 411916.8275

EASTING: 13539055.2080

NORTHING: 411983.9887

EASTING: 13538751.4032

X X

KEY MAP

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SHEET OF 467

MI ANGB

E O

F M

O F

H N

G Y, ST

N D

N A

N D

C O

R U

O N

N C

, M

T, A N

D B

U D

5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

E N

C R

H M

T #2

M C

C A

E R

U N

E N

C R

H M

B -3

0% F

S U

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D R

CG142

PLAN

NORTH

00 50 100

E N

SILT FENCE, TYP.

GRADING LIMITS, TYP.

/////// LEGEND

UTILITY REMOVAL

SILT FENCE

GRADING LIMITS

INLET PROTECTION FABRIC FENCE

FIBER LOG DITCH CHECK

FLOW DIRECTION

EROSION MAT

PRL SITE (POTENTIAL CONTAMINATED MATERIAL)

NOTES:

1. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL PRIOR TO

PLACEMENT OF EXCESS MATERIAL.

2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS.

3. INVERT AND RIM ELEVATIONS OF EXISTING STORM SEWER

STRUCTURES WITHIN THE SITE ARE UNKNOWN. CONTRACTOR

SHALL INSTALL PROPOSED PIPES AT A MINIMUM OF 0.25 PERCENT.

4. ESTIMATED COMPACTED VOLUME OF SITE #2 IS 102,500 CY.

AutoCAD SHX Text N00°26'17"E

C B

XXXXX

X X

NORTHING: 405582.7546

EASTING: 13533403.5023

NORTHING: 405523.2081

EASTING: 13533343.0603

NORTHING: 405525.3116

EASTING: 13533058.6627

NORTHING: 405559.0908

EASTING: 13533005.1383

NORTHING: 406508.8784

EASTING: 13532543.7054 NORTHING: 406566.3861

EASTING: 13532553.6291

NORTHING: 407329.5468

EASTING: 13533330.0423

NORTHING: 407293.5497

EASTING: 13533415.0909

MH-SITE 5-2

NORTHING: 406230.4498

EASTING: 13533130.0325

RIM=584.69

24" INV SW= N/A

24" INV NE= N/A

CB-SITE 5-1

NORTHING: 406026.9469

EASTING: 13532699.3540

RIM=579.00

24" INV NE= N/A

CB-SITE 5-3

NORTHING: 406412.4839

EASTING: 13533489.4121

RIM=578.19

24" INV SW= N/A

476 LF O

F 24" CLASS III RCP

403 LF O

F 24" CLASS III RCP

580.0

585.0

D R

CG143

KEY MAP

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SHEET OF 467

MI ANGB

E O

F M

O F

H N

G Y, ST

N D

N A

N D

C O

R U

O N

N C

, M

T, A N

D B

U D

5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

E N

C R

H M

T #2

M C

C A

E R

U N

E N

C R

H M

B -3

0% F

S U

TRUE N

PLAN

NORTH

00 100 200

E N

PLAN

NORTH

TAXIWAY B

SILT FENCE. TYP.

/////// LEGEND

UTILITY REMOVAL

SILT FENCE

GRADING LIMITS

INLET PROTECTION FABRIC FENCE

FIBER LOG DITCH CHECK

FLOW DIRECTION

EROSION MAT

PRL SITE (POTENTIAL CONTAMINATED MATERIAL)

NOTES:

1. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL PRIOR TO

PLACEMENT OF EXCESS MATERIAL.

2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS.

3. INVERT AND RIM ELEVATIONS OF EXISTING STORM SEWER

STRUCTURES WITHIN THE SITE ARE UNKNOWN. CONTRACTOR

SHALL INSTALL PROPOSED PIPES AT A MINIMUM OF 0.25 PERCENT.

4. ESTIMATED COMPACTED VOLUME OF SITE #5 IS 119,200.

AutoCAD SHX Text E

AutoCAD SHX Text N00°26'17"E

C B C

C B C B

C B

X X

XXXX

X X

X X X X X X X X

X X

NORTHING: 404937.6791

EASTING: 13539036.2970

NORTHING: 404887.6791

EASTING: 13539086.2566

NORTHING: 404887.4150

EASTING: 13539413.0710

NORTHING: 404909.7167

EASTING: 13539454.7384

NORTHING: 405829.3860

EASTING: 13540066.6790

NORTHING: 405907.0842

EASTING: 13540025.0776

NORTHING: 406407.5637

EASTING: 13539036.2970

NORTHING: 406457.5637

EASTING: 13539086.3225

580.0

585.0

580.0

585.0

NORTHING: 406457.2095

EASTING: 13539780.0247

NORTHING: 406401.8250

EASTING: 13539836.2970

NORTHING: 405957.1551

EASTING: 13539836.2970

NORTHING: 405907.1551

EASTING: 13539886.2714

NORTHING: 404882.0708

EASTING: 13538529.7011

NORTHING: 404932.0424

EASTING: 13538478.3650

NORTHING: 404582.8655

EASTING: 13538527.4605

NORTHING: 404532.4553

EASTING: 13538477.2191

D R

CG144

KEY MAP

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

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MI ANGB

E O

F M

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H N

G Y, ST

N D

N A

N D

C O

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N C

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T, A N

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5, AN

H U

N T, IN

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N , W

G E

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E, M

U N

E N

C R

H M

T #2

M C

C A

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H M

B -3

0% F

S U

TRUE N

PLAN

NORTH

00 100 200

E N

PLAN

NORTH

TAXIWAY G

SILT FENCE. TYP.

/////// LEGEND

UTILITY REMOVAL

SILT FENCE

GRADING LIMITS

INLET PROTECTION FABRIC FENCE

FIBER LOG DITCH CHECK

FLOW DIRECTION

EROSION MAT

PRL SITE (POTENTIAL CONTAMINATED MATERIAL)

NOTES:

1. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL PRIOR TO

PLACEMENT OF EXCESS MATERIAL.

2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS.

3. INVERT AND RIM ELEVATIONS OF EXISTING STORM SEWER

STRUCTURES WITHIN THE SITE ARE UNKNOWN. CONTRACTOR

SHALL INSTALL PROPOSED PIPES AT A MINIMUM OF 0.25 PERCENT.

4. ESTIMATED COMPACTED VOLUME OF SITE #6 IS 258,700 CY.

AutoCAD SHX Text N00°26'17"E

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SHEET OF 467

MI ANGB

E O

F M

O F

H N

G Y, ST

N D

N A

N D

C O

R U

O N

N C

, M

T, A N

D B

U D

5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

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T #2

M C

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0% F

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CG501

INLET PROTECTION FILTER BAG NOTES:

1. INLET FILTER FABRIC BAGS SHALL BE HUNG INSIDE THE INLET, BENEATH

THE GRATE, AND PROPERLY SIZED FOR THE INLET CALLED TO BE

INDICATED FOR PROTECTION WITH A FILTER BAG. GRATE SHALL HOLD BAG

IN PLACE.

2. ANCHOR FILTER BAG WITH 1" REBAR FOR REMOVAL FROM INLET.

3. FLAPS OF BAG THAT EXTEND BEYOND THE BAG CAN BE BURIED IN SOIL

WITHIN EARTH AREAS.

4. INLET FILTER BAGS SHALL BE INSPECTED ROUTINELY AND AFTER EACH

RAIN EVENT. CLEAN AND/OR REPLACE FILTER BAG WHEN 1/2 OF BAG IS

FILLED WITH SEDIMENT. DAMAGED FILTER BAGS SHALL BE REPLACED,

CLOGGED FABRIC SHALL BE REPLACED, AND/OR REPAIRS SHALL BE MADE

IF NECESSARY.

5. TO BE UTILIZED IN EXISTING OR NEW PAVEMENT AREAS OR WITHIN ACTIVE

AIRFIELD PAVEMENT AREA CLEARANCES WITHIN THE TURF AREAS.

6. FILTER BAGS CAN BE REMOVED ONCE TURF HAS BEEN ESTABLISHED IN

VICINITY OF INLET.

NOTES:

1. TO BE UTILIZED IN EXISTING OR NEW TURF AREAS AND OUTSIDE ACTIVE

AIRFIELD PAVEMENT AREA CLEARANCES.

2. REMOVE SILT FENCE ONCE PERMANENT EROSION CONTROL HAS BEEN

ESTABLISHED UP-SLOPE.

TO BE UTILIZED IN EXISTING OR NEW PAVEMENT AREAS OR WITHIN ACTIVE AIRFIELD

PAVEMENT AREA CLEARANCES WITHIN THE TURF AREAS.

SILT FENCE NOTES:

1. INSPECT SILT FENCE AFTER EACH STORM EVENT. CHECK SEVERAL TIMES

DURING PROLONGED STORM EVENTS. REPAIR ELEMENTS OF FENCE

IMMEDIATELY UPON NOTICED DEFICIENCIES.

2. IF SEDIMENT HAS REACHED 1/3 OF THE HEIGHT OF THE FENCE, THE

CONTRACTOR SHALL REMOVE AND DISPOSE OF THE MATERIAL OFF BASE

PROPERTY.

3. FENCE SHALL BE RE-INSTALLED IF WATER IS SEEPING UNDERNEATH IT OR IF

FENCE HAS BECOME INEFFECTIVE.

4. REMOVE SILT FENCE ONCE PERMANENT EROSION CONTROL HAS BEEN

ESTABLISHED UP-SLOPE.

PLAN VIEW

SHEET FLOW

COMPACTED EARTH

SHEET FLOW

UNDISTURBED VEGETATION FENCE POSTS A

SUPPORT FENCE

FRONT VIEW

FENCE POSTS DRIVEN

INTO GROUND 1' MIN. SELVAGED EDGE (TYP.)

GEOTEXTILE FILTER FABRIC

6" ANCHOR TRENCH

SUPPORT FENCE

SILT FENCE A

SILT FENCE B

COUPLER

6" X 6" ANCHOR TRENCH

SILT FENCE JOINT

SECTION A-A SECTION B-B

SHEET FLOW

SILT FENCE A

SILT FENCE B

SPACING 6' MAX.

1" M

1' M

SILT FENCE

LATH STRIP

TYP.

6" ANCHOR TRENCH

1' MIN.

WINTER INSTALLATION

PEASTONE

1' M

FRONT VIEW

REUSABLE STEEL FRAME

PLAN VIEW

INSTALLATION DETAILS

INSTALLATION DETAIL

OVERFLOW

DUMP LOOPS

INLET PROTECTION FILTER BAG NOTES:

1. INLET FILTER FABRIC BAGS SHALL BE HUNG INSIDE THE INLET, BENEATH THE

GRATE, AND PROPERLY SIZED FOR THE INLET CALLED TO BE INDICATED FOR

PROTECTION WITH A FILTER BAG. GRATE SHALL HOLD BAG IN PLACE.

2. ANCHOR FILTER BAG WITH 1" REBAR FOR REMOVAL FROM INLET.

3.…

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File details come from the government source that posted it. Updated Jun 22, 2026.