W912EE22B0003_Plans.pdf

PDF 2 MB Posted Aug 8, 2022

Attached to: Clark County, Arkansas, FY-22 Arkansas Paving DeGray Lake, OMRR&R, Red River Basin, DeGray Lake
Solicitation number: W912EE22B0003
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation package includes plans and specifications for asphalt paving work at DeGray Lake in Arkansas. The U.S. Army Corps of Engineers seeks to repair failed pavement areas, pave roadways, and install striping. The work also includes mobilization, sweeping, repairing failed areas, placing asphalt surface course, installing raised pavement markers and symbols. The estimated value is between $500,000 and $1,000,000. This is an Invitation for Bid procured under FAR 14 using sealed bidding with a firm fixed price contract. The bid opening is September 8, 2022. This is a woman-owned small business set-aside issued under NAICS 237310 by the Vicksburg District. Interested parties should monitor the site for solicitation amendments and direct inquiries to the point of contact.

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G-001

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ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

VICKSBURG DISTRICT

W912EE-22-B-0003

XXXXXX-XX-X-XXXX

AUGUST 2022

CLARK COUNTY, ARKANSAS

FY22 ARKANSAS PAVING AT DEGRAY LAKE

OMRR&R, OUACHITA RIVER BASIN

DEGRAY LAKE

C hi ef , D es ig n Br an ch

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US Army Corps of Engineers

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PROJECT LOCATION MAP

SCALE: 1" = 5 MILES

HWY 7 REC AREA

Miles 0 5 10

INDEX TO DRAWINGS

SHEET ID DESCRIPTION

G-001 COVER SHEET

G-002 PROJECT LOCATION MAP AND INDEX TO DRAWINGS

G-401 GENERAL SITE LOCATION MAP

G-402 AERIAL PHOTOGRAPH

G-403 AERIAL PHOTOGRAPH

C-101 BASE SITE PAVING PLAN HIGHWAY 7 REC AREA

C-102 OPTIONAL WORK SITE PAVING PLAN HIGHWAY 7 REC AREA

C-103 BASE WORK STRIPING PLAN STA 0+00 TO 9+25

C-104 BASE WORK STRIPING STA 9+25 TO 17+23

C-105 OPTIONAL WORK STRIPING PLAN 1 OF 3 STA 17+23 TO 24+83

C-106 OPTIONAL WORK STRIPING PLAN 2 OF 3 STA 24+83 TO 32+58

C-107 OPTIONAL WORK STRIPING PLAN 3 OF 3 STA 32+58 TO 41+24

C-501 ASPHALT APRON DETAIL AND ROAD REPAIR AREA PLAN AND SECTIONS

C-502 STRIPING DETAILS 1 OF 2

C-503 STRIPING DETAILS 2 OF 2

C-504 STORM WATER POLLUTION PREVENTION PLAN

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Feet 0 15000 30000

GENERAL SITE LOCATION MAP

SCALE 1" = 15,000'

PROJECT LOCATION

LAT: 34°13' 57.58" N

LONG: 93°06' 00.58" W

DEGRAY LAKE

0+001+00

2+00

3+00

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AERIAL PHOTOGRAPH

SCALE 1" = 5,000'

Feet 0 5000 10000

DEGRAY LAKE

HIGHWAY 7 REC AREA

0+001+00

2+00

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AERIAL PHOTOGRAPH

SCALE 1" = 500'

DEGRAY LAKE

HIGHWAY 7 REC AREA

Feet 0 500 1000

2+00

3+004+005+006+007+008+009+0010+0011+0012+0013+00

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Feet 0 60 120

HWY 7 REC AREA BASE WORK ESTIMATED QUANTITIES

ITEM DESCRIPTION UNITS HWY 7 REC AREA

1 MOB AND DEMOB JOB 1

2 SWEEPING SQ FT 120800

3 ST 12.5MM HOT MIX ASPHALT TONS 1520

4 FAILED AREA REPAIR SQ FT 2000

5 SPEED BUMPS - ST 12.5MM HOT MIX ASPHALT EACH 4

6 DIRECTIONAL ARROW EACH 5

7 HANDICAP SYMBOL EACH 5

8 WHITE STRIPING LF 7300

9 YELLOW STRIPING LF 2300

10 BLUE STRIPING LF 690

11 12" STOP BAR LF 10

41.00'

30.46'

40.00'

END OF BASE WORK

LAT: 34° 14' 10.04"

LONG: 93° 06' 12.04"

START OF PROJECT

LAT: 34° 13' 57.65"

LONG: 93° 06 00.36"

GRASS AREA

BASE WORK SITE PAVING PLAN - HIGHWAY 7 REC AREA

SCALE: 1" = 60'

PLACE HOT MIX ASPHALT ON ALL ROAD AND PARKING AREAS:

2" ST 12.5MM HOT MIX ASPHALT SURFACE COURSE

SPEED BUMP

SEE NOTE

SPEED BUMP

SEE NOTE

SPEED BUMP

SEE NOTESPEED BUMP

SEE NOTE

SPEED BUMP

SEE NOTE

50.00' 24.00'

FAILED AREA

NOTE:

1. CONTRACTOR NOT TO EXCEED FAILED AREA REPAIR QUANTITIES.

2. CLEAN ROAD OF ANY DIRT AND DEBRIS BEFORE PAVING VIA A MECHANICAL BROOM.

3. FEATHER ASPHALT TO SMOOTHLY MEET EXISTING ASPHALT AT PROJECT START AND END.

4. SEE SHEET C-501 FOR FAILED AREA REPAIR DETAIL.

5. ASPHALT SPEED BUMPS SHALL BE OVERLAYED WITH 3" OF ASPHALT.

6. PAVE A 2' WIDE APRON AT CONCRETE PARKING SPACE. DO NOT OVERLAY PARKING AREA WITH ASPHALT.

CONCRETE PARKING SPACE

DO NOT PAVE

SEE NOTE BELOW

EDGE OF ASPHALT

20.00'

SHED WILL NOT BE REMOVED

PAVE AROUND SHED

LIFE JACKET STATION

PAVE AROUND

PARKING AREA

27'X22'

FAILED AREA

LEGEND:

17+00 18+00

19+00

20+0021+00 22+00

23+00

24+00

25+00 26+00

27+00

28+00

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30+00

31+00

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+24 .19

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HWY 7 REC AREA OPTIONAL WORK ESTIMATED QUANTITIES

ITEM DESCRIPTION UNITS HWY 7 REC AREA

1 SWEEP SQ FT 64250

2 ST 12.5MM HOT MIX ASPHALT TONS 825

3 FAILED AREA REPAIR SQ FT 12675

4 DIRECTIONAL ARROW EACH 4

5 HANDICAP SYMBOL EACH 3

6 WHITE STRIPING LF 1325

7 YELLOW STRIPING LF 1850

8 BLUE STRIPING LF 350

OPTIONAL WORK SITE PAVING PLAN - HIGHWAY 7 REC AREA

SCALE: 1" = 70'

PLACE HOT MIX ASPHALT ON ALL ROAD AND PARKING AREAS:

2 " ST 12.5MM HOT MIX ASPHALT SURFACE COURSE

NOTE:

1. CONTRACTOR NOT TO EXCEED FAILED AREA REPAIR QUANTITIES.

2. CLEAN ROAD OF ANY DIRT AND DEBRIS BEFORE PAVING VIA A MECHANICAL BROOM.

3. SEE SHEET C-501 FOR FAILED AREA REPAIR DETAIL.

FAILED AREA

GRAVEL PARKING LOT

FOLLOW FAILED AREA DETAILS

ON SHEET C-501

END OF BASE WORK

START OF OPTIONAL WORK

EDGE OF ROADWAY

EDGE OF PARKING AREA

END OF PAVEMENT

19.00'

12.00'

38.00'

42.00'

36.00' 12.00'

CENTERLINE OF ROAD WAY

EDGE OF PARKING AREA

EDGE OF ROAD WAY

FAILED AREA

LEGEND:

EXISTING WATER VALVE

INSTALL NEW WATER VALVE RISER

TO MEET NEW ASPHALT

0 70 140 Feet

2+00

3+00 4+005+006+007+008+009+00

C-103

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MATCH LINE

STA 9+25

FAILED AREA

GRASS AREA

ASPHALT SPEED BUMP

OVERLAY

ASPHALT SPEED BUMP

CONCRETE BLOCK

DO NOT DISTURB

SHED

DO NOT DISTURB

WILL NOT BE REMOVED

ASPHALT SPEED BUMP

OVERLAY

START

HWY 7

12" STOP LINE

4" SOLID YELLOW STRIPE

ON CENTERLINE OF ROAD

DIRECTIONAL ARROW

SEE SHEET C-501

NOTE:

1. PARKING BLOCKS TO BE REMOVED BY LAKE PERSONNEL PRIOR TO CONSTRUCTION.

2. ANGLED PARKING TO FOLLOW "STRIPING DETAIL "N" " UNLESS OTHERWISE NOTED.

3. PARALLEL PARKING TO FOLLOW "STRIPING DETAIL "M" " UNLESS OTHERWISE NOTED.

SEE STRIPING DETAIL "G"

ON SHEET C-502

SEE STRIPING DETAIL "I"

ON SHEET C-502

SEE STRIPING DETAIL "F"

ON SHEET C-502

SEE STRIPING DETAIL "E"

ON SHEET C-502

SEE STRIPING DETAIL "J"

ON SHEET C-503

EDGE OF PAVEMENT

SEE STRIPING DETAIL "H"

ON SHEET C-502

SEE CROSSWALK DETAIL "D"

ON SHEET C-502

SEE CROSSWALK DETAIL "D'

ON SHEET C-502

SEE HANDICAP DETAIL "A"

ON SHEET C-502

SEE STRIPING DETAIL "P"

ON SHEET C-503

BASE WORK STRIPING PLAN STA 0+00 TO 9+25

SCALE: 1" = 30'

9+0010+0011+0012+00 13+00

14+00

+00

C-104

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Feet 0 30 60

NOTE:

1. PARKING BLOCKS TO BE REMOVED BY LAKE PERSONNEL PRIOR TO CONSTRUCTION.

2. ANGLED PARKING TO FOLLOW "STRIPING DETAIL "N" " UNLESS OTHERWISE NOTED.

3. PARALLEL PARKING TO FOLLOW "STRIPING DETAIL "M" " UNLESS OTHERWISE NOTED.

BASE WORK STRIPING STA 9+25 TO 17+23

SCALE: 1" = 30'

MATCH LINE

STA 9+25

SEE STRIPING DETAIL "F"

ON SHEET C-502

SEE HANDICAP DETAIL "C"

ON SHEET C-502

SEE HANDICAP DETAIL "B"

ON SHEET C-502

SEE DIRECTIONAL DETAILS

ON SHEET C-502

SEE CROSSWALK DETAIL "D"

ON SHEET C-502

SEE CROSSWALK DETAIL "D"

ON SHEET C-502

SEE STRIPING DETAIL "L"

ON SHEET C-503

SEE STRIPING DETAIL "K"

ON SHEET C-503

SEE STRIPING DETAIL "O"

ON SHEET C-503

SEE DIRECTIONAL DETAILS

ON SHEET C-502

SEE DIRECTIONAL DETAILS

ON SHEET C-502

4" SOLID YELLOW STRIPE

4" SOLID WHITE STRIPE

20' LENGTH

MATCH LINE

STA 17+23

17+0018+00 19+00

20+00 21+00

22+00

23+00

24+00

C-105

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Feet 0 30 60

NOTE:

1. PARKING BLOCKS TO BE REMOVED BY LAKE PERSONNEL PRIOR TO CONSTRUCTION.

2. PARALLEL PARKING TO FOLLOW "STRIPING DETAIL "M" " UNLESS OTHERWISE NOTED.OPTIONAL WORK STRIPING

PLAN 1 OF 3

SCALE: 1" = 30'

PARKING AREA

30'X24'

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

22'X36' 10'X19' 25'X49'

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

28'x20'

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

27'X13'

PARKING AREA

18'X22''

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

31'X20'

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

33'X20

SEE STRIPING DETAIL "R"

ON SHEET C-503

SEE CROSSWALK DETAIL "D"

ON SHEET C-502

PARKING AREA

30'X24

SEE HANDICAP DETAIL "U"

ON SHEET C-503'

SEE STRIPING DETAIL "R"

ON SHEET C-503

CONCRETE WALKWAY

DO NOT PAVE

FEATHER ASPHALT TO

MEET CONCRETE EDGE

SEE CROSSWALK DETAIL "D"

ON SHEET C-502

SOLID 4" YELLOW LINE

ALONG CENTERLINE OF ROAD

START OF SOLID 4" YELLOW LINE

ALONG CENTERLINE OF ROAD

MATCH LINE

STA 17+23

STA 24+83

25+0026+00 27+00

28+00 29+00

30+00

31+00

32+00

C-106

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Feet 0 30 60

NOTE:

1. PARKING BLOCKS TO BE REMOVED BY LAKE PERSONNEL PRIOR TO CONSTRUCTION.

2. PARALLEL PARKING TO FOLLOW "STRIPING DETAIL "M" " UNLESS OTHERWISE NOTED.OPTIONAL WORK STRIPING

PLAN 2 OF 3

SCALE: 1" = 30'

PARKING AREA

22'X36'

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

37'X18

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

22'X30'

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

30'X24

SEE HANDICAP DETAIL "T"

ON SHEET C-503'

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

32'X18'

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

36'X31'

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

26'X24'

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

22'X19'

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

27'X85

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

26'X13'

SOLID 4" YELLOW LINE

ALONG CENTERLINE OF ROAD

MATCH LINE

STA 24+83

STA 32+58

32+00 33+00

34+00

35+00

36+00

37+00

39+00 40+00

41+00 41+24.19

C-107

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Feet 0 30 60

NOTE:

1. PARKING BLOCKS TO BE REMOVED BY LAKE PERSONNEL PRIOR TO CONSTRUCTION.

2. PARALLEL PARKING TO FOLLOW "STRIPING DETAIL "M" " UNLESS OTHERWISE NOTED.OPTIONAL WORK STRIPING

PLAN 3 OF 3

SCALE: 1" = 30'

SEE HANDICAP DETAIL "S"

ON SHEET C-503'

SEE STRIPING DETAIL "Q"

ON SHEET C-503

PARKING AREA

34'X17'

SEE STRIPING DETAIL "R"

ON SHEET C-503

END OF SOLID 4" YELLOW LINE

ALONG CENTERLINE OF ROAD

PARKING AREA

39'X27''

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

29'X17'

SEE STRIPING DETAIL "R"

ON SHEET C-503PARKING AREA

42'X21'

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

39'X30'

SEE STRIPING DETAIL "R"

ON SHEET C-503

PARKING AREA

28'X26'

SEE STRIPING DETAIL "R"

ON SHEET C-503

STRAIGHT ARROW

SEE DIRECTIONAL ARROW DETAILS

ON SHEET C-502

PARKING AREA

26'X13'

PARKING AREA

30'X15'

PARKING AREA

24'X14'

PARKING AREA

23'X10'

STA 32+58

C-501

O N

R O

R A

N A

N D

N S

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K C

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

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SHEET ID

US Army Corps of Engineers

U .S

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EDGE OF ROAD

WIDTH OF HWY 7 REC ROAD OR PARKING AREA

2' WIDE ASPHALT APRON

ASPHALT APRON DETAIL

SCALE: NONE ROAD REPAIR AREA PLAN

SCALE: NONE

CUT SECTION

SCALE: NONE

COMPLETED SECTION

SCALE: NONE

FAILED AREA

LIMITS OF REPAIR AREA VARIES

EXISTING PAVED ROAD

LIMITS OF REPAIR AREA

SAW CUT

LIMITS OF REPAIR AREA VARIES

REMOVE EXISTING ASPHALT,

BASE, AND TREE ROOTS

TO A DEPTH OF 8"

SAW CUT EXISTING ASPHALT

EXISTING BASE

EXISTING ASPHALT

EXISTING BASE

EXISTING ASPHALT

EXISTING BASE

EXISTING ASPHALT

EXISTING BASE

EXISTING ASPHALT

NEW ASPHALT OVERLAY

FILLED REPAIR AREA WITH 12.5MM HOT MIX ASPHALT IN 2" (MAX.) UNIFORM LIFTS

COMPACT BOTTOM 6" (VARIES) WITH CRUSHED STONE

C-502

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US Army Corps of Engineers

U .S

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2.83'

HANDICAP DETAIL

SCALE: NONE

DIRECTIONAL ARROW DETAILS

SCALE: NONE

6" SOLID BLUE PAINT

45°0'0"'

2.0 0'

7.00'

10.00'

5.00'

CENTERLINE

OF DETAIL

4" BLUE STRIPING

4" WHITE STRIPING

HANDICAP DETAIL "A"

SCALE: NONE

HANDICAP DETAIL "B"

SCALE: NONE

CROSSWALK DETAIL "D"

SCALE: NONE

VARIES

5.00' MIN4" BLUE STRIPING

9.0 0'

45°0'0" 45°0'0"

.00

7.5 0'

°0

2.00'

23.33'

4.5 0'

CENTERLIN

OF D

ETAIL 4.5

CENTERLIN

OF D

ETAIL 4.5

CENTERLIN

OF D

ETAIL

4.5 0'

CENTERLIN

OF D

ETAIL

2.00'

45°0'0"

5.0 0'

9.0 0'

23.33'

HANDICAP DETAIL "C"

SCALE: NONE

27.00'

20.00'7.00'

45°0'0"

22.50'7.00'

29.50'

2.00'

35.50'

7.00' 26.50'1.50'

16.25' 7.00' 1.20'

25.25

16.50' 7.00' 9.25'

32.75'

16.50'

2.0 0'

2.00'

°0

STRIPING DETAIL "E"

SCALE: NONE

STRIPING DETAIL "F"

SCALE: NONE

STRIPING DETAIL "G"

SCALE: NONE

STRIPING DETAIL "H"

SCALE: NONE

STRIPING DETAIL "I"

SCALE: NONE

4" WHITE STRIPING

4"WHITE STRIPING4" WHITE STRIPING

4" BLUE STRIPING

4"BLUE STRIPING

EDGE OF PAVEMENT

EDGE OF PAVEMENT EDGE OF PAVEMENT

6' - 4"

12' - 0"

R = 2'

- 4

R = 3'

- 4

8" 2'

10' - 0"

3' - 4"

5' - 4"

3" 1'

2' - 10"

SOLID YELLOW PAINT

C-503

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US Army Corps of Engineers

U .S

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M Y

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STRIPING DETAIL "J"

SCALE: NONE

STRIPING DETAIL "K"

SCALE: NONE

STRIPING DETAIL "L"

SCALE: NONE

19.00'

0'40.00'

4" YELLOW STRIPING

2.0 0'

45° 0' 0"'

16.50'

50.00'

4" YELLOW STRIPING

45° 0' 0"' 8.00'

40.00'

4" YELLOW STRIPING

2.00'

45° 0' 0"'

EDGE OF PAVEMENT

STRIPING DETAIL "M"

SCALE: NONE

STRIPING DETAIL "N"

SCALE: NONE

STRIPING DETAIL "O"

SCALE: NONE

22.00'

45°0'0"'

9.00'

70°0'0"'

.33

' 20 .0

EDGE OF PAVEMENT

4" WHITE STRIPING

20.00'

43.07'

10.00'

62.79'

10.00'

2.0 0'

°0

4" YELLOW STRIPING

STRIPING DETAIL "P"

SCALE: NONE

STRIPING DETAIL "Q"

SCALE: NONE STRIPING DETAIL "R"

SCALE: NONE

HANDICAP DETAIL "S"

SCALE: NONE

HANDICAP DETAIL "T"

SCALE: NONE

HANDICAP DETAIL "U"

SCALE: NONE

9.00'

60°0'0"'

9.00' MIN. 9.00' MIN 9.00' MIN

90°0'0"'

EDGE OF PAVEMENTEDGE OF PAVEMENT

4" WHITE STRIPING

EDGE OF PAVEMENT

60°0'0"' 45°0'0"'

2' 2.0 0'

9.00'

4.50'

CENTERLINE

OF DETAIL

4.50'

CENTERLINE

OF DETAIL

5.00'MIN.

4.50'TOCENTERLINE

OF DETAIL

9.00' 9.00'

5.00'

MIN.

°0

2.0 0'

10.00'

5.00'

MIN.

5.00'

CENTERLINE

OF DETAIL

°0

2.0 0'

4" BLUE STRIPING

4" BLUE STRIPING 4" BLUE STRIPING

EDGE OF PAVEMENTEDGE OF PAVEMENT

EDGE OF PAVEMENT

SCALE: NONE

PLAN

SILT SCREEN FENCE IN DRAINAGE

NOTE:

POINTS A SHOULD BE HIGHER THAN POINT B.

A A

HAY WATTLE DETAILS

SCALE: NONE

SECTION

SCALE: NONE

PLAN

SILT SCREEN FENCE DETAILS

9" (MAX. RECOMMENDED)

STORAGE HEIGHT

3' (M

2' (M

4" X 4" TRENCH

EXCAVATE, LINE WITH FILTER FABRIC AS SHOWN,

AND BACKFILL WITH COMPACTED MATERIAL

RUNOFF

EXTRA STRENGTH SYNTHETIC FILTER FABRIC

REQUIRED IF WIRE MESH SUPPORT IS NOT USED

STEEL OR WOOD POST

10' MAX. SPACING WITH WOVEN WIRE SUPPORT FENCE

6' MAX. SPACING WITHOUT WIRE SUPPORT FENCE

FLOW

SEEDED THEN COMPACTED SOIL

2' (MIN.)

6' (MIN.)

FLOW

SCALE: NONE

TEMPORARY DIVERSION DIKE DETAIL

SCALE: NONE

CONSTRUCTION ENTRANCE AND EXIT DETAIL

HARD SURFACE PUBLIC ROAD

COARSE AGGREGATE

50' (MIN.) LENGTH

AS REQUIRED WIDTH

6" (M

STEEL OR WOOD POST

(5' MIN. LENGTH)

FILTER FABRIC

ATTACH SECURELY TO UPSTREAM SIDE OF POST

(SILT FENCE 16" MIN. ABOVE GROUND AND 34"

MAX. ABOVE GROUND)

(1 2"

O R

FLOW

WATTLE (12" OR 24") TO BE

PLACED IN "U" SHAPE

WOOD STAKE AT TOE OF

SLOPE, BOTH SIDES

FLOW

SCALE: NONE

SCALE: NONE SCALE: NONE

SECTION A-A

WATTLE

NOTE:

POINTS A SHOULD BE HIGHER THAN POINT B.

WATTLE

DITCH BOTTOM

DITCH CHECK PLAN

DITCH ELEVATION

ELEVATION

SEE DITCH ELEVATION

FOR HEIGHT OF WATTLE ENDS

WOOD STAKE

(DO NOT ANCHOR THROUGH NETTING)

LASH STAKES TOGETHER WITH

EITHER BALING TWINE OR

ALUMINUM WIRE

NOTES:

1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE

SEDIMENT WHEN NECESSARY.

2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL

NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY

STABILIZED.

3. SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE CONTOURS TO

MAXIMIZE PONDING EFFICIENCY.

4. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN

THE CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL

CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED

TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT

ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS WORK

OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO

DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL PROTECTION

MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE

AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS,

AND PERMITS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL

PROTECTION AND SECTION 01 57 23.00 09 STORM WATER POLLUTION

PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS.

5. WATTLE DITCH CHECK CAN BE USED FOR VELOCITY REDUCTION AND CONTROL

OF SEDIMENT TRANSPORT UNDER LOW TO MEDIUM FLOW CONDITIONS.

6. THE PLACEMENT INTERVAL BETWEEN WATTLE DITCH CHECKS SHALL BE 100'

UNLESS SHOWN OTHERWISE ON THE PLANS OR EROSION CONTROL PLAN

APPROVED BY THE CONTRACTING OFFICER.

7. ANCHORING WOOD STAKES SHALL BE SIZED, SPACED, DRIVEN, AND BE OF A

MATERIAL THAT EFFECTIVELY SECURES THE WATTLE. STAKE SPACING SHALL BE

A MAXIMUM OF THREE FEET. ALL NON-DEGRADABLE MATERIALS SHALL BE REMOVED

WHEN NO LONGER NEEDED.

8. WATTLES SHALL BE INSTALLED IN A TWO INCH DEEP TRENCH.

9. WATTLES SHOULD NOT BE USED IN HARD BOTTOM CHANNELS.

10. USE OF FLOATING TURBIDITY CURTAINS MAYBE NECESSARY WHEN WORKING

AROUND THE WATER'S EDGE.

EXISTING GROUND

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US Army Corps of Engineers

U .S

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M Y

C O

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C-504

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Sheets and Views

G-001 COVER SHEET

Sheet 1

G-002 PROJECT LOCATION MAP AND INDEX TO DRAWINGS

G-401 GENERAL SITE LOCATION MAP

Sheet 1

G-402 AERIAL PHOTOGRAPH

Sheet 1

G-403 AERIAL PHOTOGRAPH

Sheet 1

C-101 BASE SITE PAVING PLAN HIGHWAY 7 REC AREA

Sheet 1

C-102 OPTIONAL WORK SITE PAVING PLAN HIGHWAY 7 REC AREA

Sheet 1

C-103 BASE WORK STRIPING PLAN STA 0+00 TO 9+25

Sheet 1

C-104 BASE WORK STRIPING STA 9+25 TO 17+23

Sheet 1

C-105 OPTIONAL WORK STRIPING PLAN 1 OF 3 STA 17+23 TO 24+83

Sheet 1

C-106 OPTIONAL WORK STRIPING PLAN 2 OF 3 STA 24+83 TO 32+58

Sheet 1

C-107 OPTIONAL WORK STRIPING PLAN 3 OF 3 STA 32+58 TO 41+24

Sheet 1

C-501 ASPHALT APRON DETAIL AND ROAD REPAIR AREA PLAN AND SECTIONS

Sheet 1

C-502 STRIPING DETAILS 1 OF 2

Sheet 1

C-503 STRIPING DETAILS 2 OF 2

Sheet 1

C-504 STORM WATER POLLUTION PREVENTION PLAN

File details come from the government source that posted it. Updated Aug 8, 2022.