B.08 Amendment 0002 CRCI_ADVERTISE_PLAN_SET_02FEB2024.pdf

PDF 29 MB Posted Feb 7, 2024

Attached to: Columbia River Channel Improvements (CRCI) Pipe Procurement and Install
Solicitation number: W9127N24B0002
Issued by: Department of the Army Corps of Engineers Engineering District Portland

About this file

Written by GovTribe AI · Feb 7, 2024

This document outlines a federal contract opportunity for the Columbia River Channel Improvements Pipe Procurement and Installation project in 2024. The U.S. Army Corps of Engineers, Portland District, is seeking a firm-fixed-price construction contract between $1,000,000 to $5,000,000 to install three 30-inch inside diameter steel pipes through the Puget Island levee for permanent use in upland dredge disposal activities. The scope of work includes temporary pedestrian access, road cuts and asphalt replacement, trench excavation, steel pipe installation with concrete foundation blocks, backfill with controlled density fill and filter material, installation of fencing, and related work. Procurement of the pipes is estimated to take 10 to 12 weeks, with construction expected to last 4 to 6 weeks beginning in May 2024, depending on the award date. The solicitation is fully open to competitive bidding under NAICS code 237990 with a $45,000,000 small business size standard.

View the file

Other files

File	Type	Posted
C.04 Abstract of Offers (W9127N24B0002) Signed.pdf	PDF	Feb 15, 2024
B.08 Amendment (W9127N24B0002 0002).pdf	PDF	Feb 7, 2024
B.08 Amendment Package (W9127N24B0002 0001).pdf	PDF	Jan 30, 2024
B.07 24B0002_Site_Visit_SignIn_20240126.pdf	PDF	Jan 30, 2024
B.08 Amendment 0001 CRCI_ADVERTISE_PLAN_SET29JAN2024.pdf	PDF	Jan 30, 2024
A.03 CRCI_ADVERTISE_PLAN_SET_4JANUARY2024.pdf	PDF	Jan 16, 2024
B.08 Solicitation - CRCINI24_SPECS_ADVERTISE.pdf	PDF	Jan 12, 2024

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OREGON

WASHINGTONLONGVIEW

VANCOUVER

ASTORIA

PORTLAND

SALEM

P A

C I

F I C

C E

A N

INTERSTATE

W I L

L A

M E

T T

HOOD RIVER

THE DALLES

C O L U M B I A R I V E R

N D

A Y

K A

N D

D A

K A

N D

D A

B O

N N

C K

A N

D D

A M

G 2E

N C

Fi le

L as t S av ed B y:

G-001

C O

-4 4.

0- U

F D

S, L

O C

D V

H O

, P

T, P .E

D C

-1

_G -0

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

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US Army Corps of Engineers ®

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54321

PORTLAND DISTRICT

COLUMBIA RIVER

NAVIGATION IMPROVEMENTS

SOLICITATION NO.: W9127N24B0002

CONTRACT NO.:

ISSUE DATE:

DRAWING INDEX:

G-001 INDEX OF DRAWINGS, LOCATION AND VICINITY MAP

G-002 GENERAL NOTES

G-003 SURVEY PLAN & NARRATIVE

C-001 SITE PLAN - OVERVIEW

C-002 SITE PLAN - EXISTING CONDITIONS

C-101 PIPE LAYOUT

C-201 TYPICAL PROFILE

C-202 PIPE PROFILE AT SEATING BERM

C-203 EXCAVATION AND PIPE PROFILES

C-204 PIPE PROFILE AT BERM

C-301 TYPICAL PIPE SECTIONS

C-302 SHOULDER WIDENING - TYPICAL SECTION

C-501 CONCRETE BLOCK DETAILS

C-502 CONCRETE BLOCK DETAILS

C-503 ENVIRONMENTAL DETAILS

WILLIAM B. FORTUNY, P.E.

CHIEF, DESIGN BRANCH

LARRY D. CASWELL, JR., PE, PMP

COLONEL, U.S. ARMY

DISTRICT COMMANDER

PATRICK L. DUYCK, P.E.

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

DATE:

PROJECT

AREA

DISPOSAL SITE W-44.0-UP

PROJECT

AREA

PUGET ISLAND

SITE VICINITY MAP SITE LOCATION MAP

E. SUNNY SANDS RD.

THIS PROJECT WAS DESIGNED BY THE PORTLAND

DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.

THE INITIALS OR SIGNATURES AND REGISTRATION

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

G 2E

N C

Fi le

L as t S av ed B y:

G-002

C O

-4 4.

0- U

N O

H O

, P

T, P .E

D C

-1

_G -0

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

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US Army Corps of Engineers ®

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54321

GENERAL NOTES:

1. AERIAL PHOTOGRAPHS:

AERIAL IMAGERY OBTAINED FROM THE UNITED STATES DEPARTMENT OF AGRICULTURE (USDA) NATIONAL AGRICULTURE IMAGERY

PROGRAM (NAIP) 2009 SURVEY OF THE LOWER COLUMBIA RIVER.

2. ALL EQUIPMENT, STAGING AREAS AND TRAVEL-WAYS USED FOR CONSTRUCTION MUST BE WITHIN THE LIMITS OF CONSTRUCTION AND ON PROPERTY IDENTIFIED AS PORT OF KALAMA, LONGVIEW, VANCOUVER, AND WOODLAND, W-44.0-UP OR PUBLIC RIGHT OF WAY.

3. STOCKPILE AREAS ARE TO BE LOCATED WITHIN THE CONSTRUCTION LIMITS AND MAINTAINED IN GOOD CONDITION, ACCORDING TO DETAIL

"PLASTIC SHEETING" ON C-503.

4. REPAIR ANY DAMAGE TO ROADWAY CAUSED BY CONSTRUCTION.

5. ESTABLISH SUFFICIENT CONTROL POINTS AND MARKERS TO ACCURATELY IDENTIFY THE PROPERTY BOUNDARIES AND LAYOUT THE

CONSTRUCTION LINES, GRADES AND ELEVATIONS.

6. EDGE OF EXCAVATION MUST BE GREATER THAN 2' LATERALLY FROM ANY ADJACENT PROPERTY LINE NOT OWNED OR OPERATED BY THE

PORT OF KALAMA, LONGVIEW, VANCOUVER, AND WOODLAND OR THE GOVERNMENT.

7. DO NOT BLOCK DRAINAGE PATHS ON EITHER RIVER OR LAND SIDES OF THE LEVEE.

8. ALL SUBGRADES MUST BE INSPECTED AND APPROVED BY THE CONTRACTING OFFICER OR DESIGNATED REPRESENTATIVE PRIOR TO PLACEMENT OF CONCRETE, FILL OR PAVEMENT. PROVIDE THE COR WITH 2 DAYS ADVANCE NOTICE PRIOR TO ANY REQUEST FOR THE

GOVERNMENT TO INSPECT AND APPROVE A SUBGRADE.

9. CALL BEFORE YOU DIG, 811, OR VISIT http://www.callbeforeyoudig.org

10. PROVIDE TRAFFIC CONTROL PER SPECIFICATION SECTION 31 23 00.00 20, PARAGRAPH 1.7 WHICH REFERENCES WSDOT MANUALS M 41-01.36

(2019), M 51-02.09 (2018) AND, M 54-44.06 (2018)

STRUCTURAL NOTES:

1. ALL CONCRETE MUST HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4500 PSI.

2. ALL REINFORCEMENT IS ASTM A615 Gr. 60.

3. REINFORCEMENT IN CONCRETE ENCASEMENT HAS 2 INCH CLEAR COVER. ALL OTHER REINFORCEMENT HAS 4 INCH CLEAR COVER.

4. NO ENCASEMENT REINFORCEMENT SPLICES ARE PERMITTED IN FOOTINGS AT END OF PIPES OR IN RETENTION BLOCKS. ALL SPLICES IN ENCASEMENT ON PRESSURIZED PIPE ARE MINIMUM LENGTH PER ACI 318-14, AS GIVEN IN TABLE 2. ALL BARS OTHER THAN THE BOTTOM LAYER

OF THE ENCASEMENT OR FOOTINGS ARE "TOP BARS".

5. ALL HOOPS HAVE MINIMUM LAP LENGTH PER ACI 318-14.

6. CHAMFER ALL CORNERS OF CONCRETE 3 4 INCH UNO.

7. ANCHOR RODS FOR PIPE SADDLES WILL BE 12 INCH DIA. ASTM F1554 Gr. 36 HEX HEADED BOLTS. EMBED ANCHOR 12 INCH INTO FOOTING.

8. USE LEVELING NUTS OR SHIMS AS REQUIRED UNDER PIPE SADDLES TO BRING THE PIPE INTO REQUIRED LINES. PLACE NON-SHRINK GROUT

UNDER PIPE SADDLE BASE PLATE.

9. USE ASTM A307 BOLTS, ASTM A488 WASHERS, AND ASTM A563 NUTS FOR SADDLE STRAPS.

TABLE 2 - ACI 318-14 EQUATION 25.4.2.3 MINIMUM SPLICE

AND DEVELOPMENT LENGTHS (INCHES) ( = 4500 PSI)

BAR SIZE

NUMBER

TOP BARS

DEVELOPMENT

LENGTH

OTHER BARS

DEVELOPMENT

LENGTH

TOP BAR

SPLICE

LENGTH

OTHER BARS

SPLICE

LENGTH

MINIMUM

HOOK

EMBEDMENT

LENGTH

3 12 12 14 12 7 4 14 12 19 14 9 5 18 14 23 18 11 6 21 17 28 21 13 7 34 26 44 34 16 8 44 34 57 44 18 9 56 43 73 56 20

10 71 55 92 71 23 11 87 67 113 87 25

TABLE 2 IS GENERATED BASED ON EQUATION 25.4.2.3a, SECTION 25.4.2.3 IN ACI 318-14. LENGTHS IN TABLE 2 ARE BASED ON 4" CENTER TO CENTER SPACING AND FOR 2" COVER. FOR CLASS B TENSION LAP SPLICES, NORMAL WEIGHT CONCRETE. COMPRESSIVE STRENGTH OF 4500 PSI, AND YIELD STRESS OF 60,000 PSI.

AVE AVENUE

B/W BETWEEN

COR CONTRACTING OFFICER REPRESENTATIVE

CY CUBIC YARD

E EASTING

EG EXISTING GRADE

EL ELEVATION

EST ESTIMATE

FG FINISHED GRADE

FT FEET

H HORIZONTAL

HWY HIGHWAY

ID INSIDE DIAMETER

KTR CONTRACTOR

LW LANDWARD

MAX MAXIMUM

MIN MINIMUM

NTS NOT TO SCALE

NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988

NAD83 NORTH AMERICAN DATUM OF 1983

N NORTHING

OD OUTSIDE DIAMETER

OHW ORDINARY HIGH WATER

PSI POUNDS PER SQUARE INCH

RCP REINFORCED CONCRETE PIPE

RW RIVERWARD

STA STATION

TYP TYPICAL

UNO UNLESS OTHERWISE NOTED

V VERTICAL

W/ WITH

ABBREVIATIONS

3/ a f 'c

N C

Fi le

L as t S av ed B y:

G-003

C O

-4 4.

0- U

H O

, P

T, P .E

D C

-1

_G -0

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

1) DATA SOURCES

THE TOPOGRAPHIC AND HYDROGRAPHIC DATA DISPLAYED ON THE PLANS IS A COMPILATION OF SURVEYS

COMPLETED BETWEEN 2010 AND 2020.

HYDROGRAPHIC SURVEY DATA OF THE PROJECT AREA WAS COLLECTED BY A PORT OF PORTLAND

SURVEY CREW USING MULTIBEAM SURVEY METHODS ON OCTOBER 8, 2019.

TOPOGRAPHIC SURVEY DATA OF THE PROJECT AREA WAS COLLECTED BY A PORT OF PORTLAND

SURVEY CREW USING GROUND-BASED GPS METHODS FROM JANUARY 22 TO JANUARY 30, 2020.

TOPOGRAPHIC SURVEY DATA ADJACENT TO THE PROJECT AREA WAS COLLECTED BY

USACE-CONTRACTED SURVEY CREW USING AIRBORNE LIDAR CORRECTED WITH GROUND-BASED GPS

METHODS FROM FEBRUARY 5 TO FEBRUARY 22, 2010.

2) DATUMS

HORIZONTAL SPATIAL REFERENCE SYSTEM

STATE PLANE COORDINATE SYSTEM, WASHINGTON SOUTH FIPS 4602

NORTH AMERICAN DATUM OF 1983, NATIONAL ADJUSTMENT 2011(NAD83 [2011])

UNITS: U.S. SURVEY FEET

VERTICAL SPATIAL REFERENCE SYSTEM

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), GEOID 12B

FEET AT THE PROJECT SITE, NEAR COLUMBIA RIVER MILE 44, NAVD88 IS RELATED TO THE COLUMBIA RIVER DATUM (CRD) THROUGH THE FOLLOWING EQUATION: NAVD88 (FT) = CRD (FT) + 1.40 FT

UNITS: FEET

3) BASIS OF BEARING AND ELEVATION SOURCE

THERE ARE NO SURVEY CONTROL POINTS LOCATED ON OR IMMEDIATELY ADJACENT TO THE PROJECT SITE.

USACE DATASHEETS ARE AVAILABLE AT THE SEARCHABLE U-SMART DATABASE,

USMART.USACE.ARMY.MIL/. VALUES OF THESE MARKS ARE BASED ON PREVIOUS USACE SURVEYS AND AS POSITIONED BY THE NATIONAL GEODETRIC SURVEY'S (NGS) ONLINE POSITIONING USER SERVICE

(OPUS) SHARED SOLUTIONS:

CONTROL

POINT USACE PID NORTHING EASTING ELEVATION TYPE

06-19-01 ACV043 328392.43 899985.23 17.93 ALUMINUM DISK

1402-05 ACV602 321119.17 901337.08 13.59 ALUMINUM DISK

1402-07 ACV613 307682.46 916649.59 16.13 ALUMINUM DISK

1402-08 ACV614 307587.53 916975.89 16.43 ALUMINUM DISK

BERNADINE ACV615 308186.20 913913.16 16.37 DISK AND PIPE

JANICE RM 1 ACV568 309601.43 908823.50 22.6 BRASS DISK

JANICE RM 2 ACV569 309652.03 908770.39 21.98 BRASS DISK

NICHOLSON ACV697 331224.53 909275.88 13.21 BRASS PLUG & WASHER

WK-53 RESET ACV687 326448.20 899741.34 13.93 BRASS DISK

PORT OF PORTLAND SURVEY - 2019/2020

USACE SURVEY - 2010

SURVEY NARRATIVE

SCALE: 1:200

SURVEY PLANN

E E E

E E E E

G 2E

N C

Fi le

L as t S av ed B y:

C-001

C O

-4 4.

0- U

H O

, P

T, P .E

D C

-1

_C -0

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

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N O

SHEET

IDENTIFICATION

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SCALE: NTS

SITE PLAN - OVERVIEW

COLUMBIA RIVER

W-44.0-UP

E. SUNNY SANDS RD. E. SUNNY SANDS RD.

LEGEND

ROAD CENTERLINE

PROPERTY BOUNDARY

W-44.0-UP PROPERTY LINE

(93 ACRES)

KEVIN VIK

PROPERTY

WHITNEY

PROPERTY

BACON

PROPERTY

MICKELSON

PROPERTY

PORTS OF KALAMA, LONGVIEW,

VANCOUVER, AND WOODLAND

NOTES:

1. CALL BEFORE YOU DIG, 811, OR VISIT http://www.callbeforeyoudig.org

LIMITS OF CONSTRUCTION

EXISTING OVERHEAD ELECTRICAL

NEW FENCE

N: 311979.3 E: 916276.6

N: 311979.3 E: 915604.7

N: 311194.5 E: 915835.0

N: 311194.5 E: 916001.3

INSTALL NEW FENCE ALONG

W-44.0-UP AND E.SUNNY SANDS ROAD,

SPECIFICATION SECTION 32 31 26.00

1.5' SETBACK FROM ROW LINE

EST. OVERHEAD

POWER

N: 311675.0 E: 915457.8 N: 311661.4

E: 917123.9

STRIPPING AND BORROW AREA

OH OH OH

DW DW DW

UC UC UC

G 2E

N C

Fi le

L as t S av ed B y:

C-002

C O

-4 4.

0- U

G C

O N

H O

, P

T, P .E

D C

-1

_C -0

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

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SITE PLAN - EXISTING CONDITIONSN

PROPERTY LINE

PORTS OF KALAMA, LONGVIEW, VANCOUVER,

AND WOODLAND - PROPERTY LINE

6" HDPE WATER SUPPLY

NOTES:

1. DRIVEWAY AND RESIDENTIAL STRUCTURES NOT SHOWN.

30' 0 30'

FENCE

OVERHEAD POWER

2" WATER LINE

VENT PIPE

(APPROXIMATE

LOCATIONS)

APPROX. LEVEE CENTERLINE

LEGEND

EST. UNDERGROUND COMMUNICATIONS

EST. OVERHEAD ELECTRICAL

EST. DOMESTIC WATER

E. SUNNY SANDS RD.

EDGE OF PAVEMENT

FOG LINE

EST.ELECTRICAL POLE

(LOCATION NOT SURVEYED)

WATER METER

CONCRETE

FENCE

EDGE OF GRAVEL

EDGE OF PAVEMENT

APPROX.:

N: 311670.2

E: 915778.2APPROX.:

N: 311671.8 E: 915778.2

UNDERGROUND

COMMUNICATIONS

FENCE

PROPERTY BOUNDARY

TRAVEL WAY

N C

Fi le

L as t S av ed B y:

C-101

C O

-4 4.

0- U

O U

H O

, P

T, P .E

D C

-1

_C -1

.d w g

C O

R M

-0

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

N N

D R

B Y:

C H

D B

C R

O N

D B

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N O

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IDENTIFICATION

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PIPE LAYOUTN

PROPERTY LINE

WOVEN WIRE WOODEN

POST FENCE WITH ELECTRIC

FENCE WIRING, SEE NOTE 10

PORT OF KALAMA, LONGVIEW,

VANCOUVER, AND WOODLAND -

PROPERTY LINE

EST. EXCAVATION EXTENTS

A BC D

SAW CUT PAVEMENT 5 FT

BACK FROM EDGE OF

EXCAVATION

INSTALL 24' WIDE GATE

N: 311689.4 E: 915734.0

POT-HOLE LOCATE

EXISTING WATERLINE

(SEE NOTE 5)

SAW CUT PAVEMENT 5 FT

BACK FROM EDGE OF

EXCAVATION

LW END FOOTING

(SEE C-502)

RW END FOOTING

(SEE C-501)

INTERMEDIATE PIPE

SUPPORT BLOCK (TYP)

SEE C-501

USE PROTECTIVE MATS

FOR CONSTRUCTION TRAFFIC

OVER EXISTING PAVEMENT

NOTES:

1. CALL BEFORE YOU DIG, 811, OR VISIT http://www.callbeforeyoudig.org

2. EXISTING FENCES, DRIVEWAY, AND RESIDENTIAL STRUCTURES NOT SHOWN.

3. SEE SHEET C-203 FOR PROFILES.

4. INCREASE THE UNPAVED SHOULDER WIDTH TO 10 FEET WITH THE SAME CROSS-SLOPE AS THE ADJACENT ROADWAY FOR

100 FEET EAST AND WEST OF THE PIPE LAYOUT FOR TRAFFIC SAFETY.

5. POTHOLE TO LOCATE THE EXISTING 6" WATER LINE BURIED TO THE NORTH OF E. SUNNY SANDS ROAD. FOLLOW WASHINGTON STATE LAW TO PROTECT THE WATER LINE DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR

REPAIRING ANY DAMAGE TO THE WATER LINE INCURRED DURING CONSTRUCTION ACTIVITIES.

6. WATER LINE VENT RISERS TO REMAIN IN PLACE AND PROTECTED DURING CONSTRUCTION.

7. SLOPE TRANSITION: 2.25H:1V WEST OF THE NOTE 7 CALLOUT LOCATION AND TRANSITIONING TO 2.5H:1V IN THE REGION OF

QUARRY SPALL AND EAST OF THE 30" PIPES, AS SHOWN.

8. CONTACT OWNER OF COMMUNICATION UTILITIES TO COORDINATE PROTECTION DURING AND POST CONSTRUCTION.

9. PROVIDE THROUGH OR AROUND ACCESS FOR PEDESTRIANS AT ALL TIMES DURING CONSTRUCTION. PROVIDE ACCESS IN

ACCORDANCE WITH SECTION 31 23 00.00 20, 3.1.2.

10. PROVIDE FARM-STYLE WOVEN WIRE FENCING WITH ELECTRIC FENCE WIRING IN ACCORDANCE WITH UFC 4-022-03.

11. REMOVE EASTERN FENCE AT THE BEGINNING OF THE PROJECT AND REPLACE IN KIND AT THE END OF THE PROJECT. PLACE ANY SURPLUS SOIL THAT DOES NOT CONTAIN ORGANIC MATERIAL OR TOP SOIL IN THIS FENCED AREA.

2/ 6/

30' 0 30'

DO NOT BLOCK

DRAINAGE ALONG

LEVEE

DO NOT BLOCK DRAINAGE

ALONG LEVEE

RW END OF PIPE

N: 311479.0 E: 915975.1

*IMPLEMENT TRAFFIC CONTROL

PER TRAFFIC CONTROL PLAN

*IMPLEMENT TRAFFIC CONTROL

PER TRAFFIC CONTROL PLAN

C' D'

1+00

0+50

0+00

-0+50

-1+00

N: 311733.5 E: 916202.5

N: 311660.0 E: 915844.8

N: 311679.1 E: 916098.3

LEGEND

FINISHED GRADE MAJOR CONTOUR

FINISHED GRADE MINOR CONTOUR

QUARRY

SPALL

E. SUNNY SANDS RD.

N: 311687.0 E: 915988.5

N: 311685.6 E: 915971.3

SHOULDER WIDENING SECTION

(SEE NOTE 4 & C-303)

10'

PROPERTY BOUNDARY

FENCE

WATER VENT

RISER (TYP)

(SEE NOTE 6)

N: 311673.3 E: 915841.1

N: 311681.8 E: 915953.9

(SEE NOTE 7)

N: 311813.6 E: 915999.0

N: 311794.4 E: 915968.5

N: 311785.3 E: 915939.9

N: 311793.1 E: 916018.1

N: 311743.8 E: 916021.0

N: 311736.4 E: 915946.7

N: 311769.8 E: 915958.8 N: 311760.8 E: 915959.7

N: 311774.1 E: 916002.6

N: 311765.2 E: 916003.5

WEIR FOOTING

(SEE C-502)

0+76

TERMINATE PRESSURE PIPE

AT STA 0+76 WITH FLANGE

-1+50

-2+00

N: 311797.7 E: 915991.1

E E

F F

G G

H H

I I

J J

SEE NOTE 8

NOT TO EXCEED ESTIMATED

QUANTITIES

MATERIAL TYPE VOLUME (CY)

QUARRY SPALL 50

CONTROLLED DENSITY FILL 260

EMBANKMENT FILL 1350

FILTER SAND 110

SELECT MATERIAL 50

CRUSHED SURFACE 50

SEE NOTE 11

-0+50 -0+25 0+00 0+25 0+50

N (F

T, N

C-C'

-2+00 -1+75 -1+50 -1+25 -1+00

0+00 0+25 0+50 0+75

G 2E

N C

Fi le

L as t S av ed B y:

C-201

C O

-4 4.

0- U

P R

H O

, P

T, P .E

D C

-1

_C -2

.d w g

PORTLAND DISTRICT

U .S

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M Y

C O

O F

R S

D D

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B Y:

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C R

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10' 2'

LEVEE CREST - TYPICAL PROFILE

25.5'

E. SUNNY SANDS RD.

LEVEE

CENTERLINE

RIVERWARD LANDWARD

COLUMBIA RIVER

RW PIPE END - TYPICAL PROFILE

MAINTAIN MIN. 6"

CONTROLLED DENSITY FILL COVER

EXISTING EARTH

EMBANKMENT FILL

0.2% GRADE

CONTROLLED DENSITY FILL

EXISTING EARTH

EMBANKMENT FILL

RW END FOOTING

SEE SHEET C-501 FOR DETAILS

INTERMEDIATE PIPE SUPPORT BLOCK

SEE SHEET C-501 FOR DETAILS

INTERMEDIATE PIPE SUPPORT BLOCK

SEE SHEET C-501 FOR DETAILS

FILTER SAND

LW PIPE END - TYPICAL PROFILE

EXISTING EARTH

CONTROLLED DENSITY FILL

0.2% GRADE

LW END FOOTING

SEE SHEET C-502 FOR DETAILS

12.0'

PROPERTY

LINE

10.58'

7.42'

10.78'

1.89'

EST. EXISTING 6" WATER LINE

SEE NOTE 11 ON G-002

FILTER SAND

10'

11.0'

1' QUARRY SPALL

PIPE SADDLE

SEE SHEET C-501

PIPE SADDLE

SEE SHEET C-501

CRUSHED

SURFACING

CRUSHED

SURFACING

-1+66

0+83

8.85'

11.5'

SEE SHEET C-301 FOR

TYPICAL PAVEMENT SECTION

11.5'

OHW: 11.5'

10.85'

6" SELECT MATERIAL

18"

7.42' 18"

6" EMBANKMENT FILL

EST. EXISTING 6" WATER LINE

SEE NOTE 11 ON G-002

LEVEE PROTECTION

CREST EL. 16.9'

0+37.8

0+38.8

EL. 11.5'

0+16.8

LANDWARD

2.5

10'

UNPAVED SHOULDER

WIDENING

2.5

0+37.8

MATCH EXISTING GRADE

AT APPROX. STA. -1+97.5; EL. 11.0'

END EMBANKMENT FILL

AT APPROX. STA. -1+16.5; EL. 14.7'

START 3H:1V SLOPE OF CDF AT

APPROX. STA. -1+48.7; EL. 14.8'

CROSS-SLOPE TO MATCH

ADJACENT ROADWAYMATCH EXISTING GRADE, APPROX. 2%

NOTES:

1. PROVIDE ALL MATERIALS AS DEFINED IN SECTION 31 23 00.00 20, 2.1

2. ROAD IS NOT BASED ON LEVEE ALIGNMENT. MATCH INTO EXISTING ROAD ALIGNMENT

PROVIDE CONCRETE UNDER

SUPPORT BLOCK

PROVIDE EITHER CONTROLLED

DENSITY FILL OR CONCRETE UNDER

SUPPORT BLOCK

LEVEE LIMITS

1LEVEE LIMITS

28'

LEVEE CREST WIDTH

0+75 1+00 1+25 1+50 1+75

N (F

T, N

-0+50-0+250+000+250+50

G 2E

N C

Fi le

L as t S av ed B y:

C-202

C O

-4 4.

0- U

P R

G B

H O

, P

T, P .E

D C

-1

_C -2

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

16.66'

LW PIPE END AT SEATING BERM - TYPICAL PROFILE

EXISTING EARTH

WEIR FOOTING

SEE C-502 FOR DETAILS

12.0'

PROPERTY

LINE

1.89'

10'

PIPE SADDLE

SEE C-501

0+83

11.5'

2' 7.42'

LANDWARD

6" MIN

20'

1' QUARRY SPALL

6" SELECT MATERIAL

EMBANKMENT FILL

8" FILTER SAND

MIN.

1+53

4' MIN

J-J

16.66'

EMBANKMENT FILL

EXISTING EARTH 1'

MIN.

44'

3'LW END FOOTING

SEE C-502 FOR DETAILS

PEDESTAL

SEE C-502 FOR DETAILS

12.1'

N (F

T, N

D-D'

-2+00 -1+75 -1+50 -1+25 -1+00 -0+75 -0+50 -0+25 0+00 0+25 0+50 0+75

N (F

T, N

B-B'

-2+00 -1+75 -1+50 -1+25 -1+00 -0+75 -0+50 -0+25 0+00 0+25 0+50 0+75 0+90

N (F

T, N

C-C'

-2+00 -1+75 -1+50 -1+25 -1+00 -0+75 -0+50 -0+25 0+00 0+25 0+50 0+75

N (F

T, N

A-A'

-2+00 -1+75 -1+50 -1+25 -1+00 -0+75 -0+50 -0+25 0+00 0+25 0+50 0+75

G 2E

N C

Fi le

L as t S av ed B y:

C-203

C O

-4 4.

0- U

A N

D P

H O

, P

T, P .E

D C

-1

_C -2

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

NOTES:

1. PROVIDE ALL MATERIALS AS DEFINED IN SECTION 31 23 00.00 20, 2.1

LEGEND:

EXISTING

EARTH

CONTROLLED

DENSITY FILL

QUARRY

SPALL

EMBANKMENT

FILL

ROAD

PAVEMENT

STEEL

PRESSURIZED PIPE

PROPERTY LINE

8.85'

12.1'

7.42'

74.5'

CONCRETE

FILTER

SAND

SCALE: 1"= 10'

10' 0 10'

12.1'

LEVEE

CENTERLINE

LEVEE

CENTERLINE

LEVEE

CENTERLINE

10.58' 10.68' 10.78'

0.2% GRADE

CONCRETE

ENCASEMENT

EST. EXISTING 6"

WATERLINE

EST. EXISTING 6"

WATERLINE

10.58' 10.68' 10.78'

11.5'

0.2% GRADE

11.5'

11'

11.5'

11'

11.5'

11' 11.5'

11.5'

CRUSHED

SURFACING

EXISTING EARTH

CONTROLLED

DENSITY FILL

EMBANKMENT

FILL

QUARRY SPALL

SELECT

MATERIAL

8.85'

7.42'

SELECT

MATERIAL

SELECT

MATERIAL

SELECT

MATERIAL

2' (TYP)

18" (TYP)

2' (TYP)

18" (TYP)

OHW: 11.5'

CREST EL.: 16.9'

14.8'

10.85'

OHW: 11.5'

LEVEE

CENTERLINE

-1+66

-1+25 -0+75

7.42'

0+75.5

-0+25

0+38.4

0+38.8

0+41.1

0+38.4

10.85'

EST. EXISTING 6"

WATERLINE

EST. EXISTING 6"

WATERLINE

SAND

C H

E -S

-2

C H

E -S

-2

C H

E -S

-2

A-A'

B-B'

C-C'

D-D'

PROVIDE CONCRETE UNDER

SUPPORT BLOCK, TYP.

PROVIDE CONCRETE UNDER

SUPPORT BLOCK, TYP.

PROVIDE CONCRETE UNDER

SUPPORT BLOCK, TYP.

PROVIDE CONCRETE UNDER

SUPPORT BLOCK, TYP.

STEEL PIPE

0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75

G 2E

N C

Fi le

L as t S av ed B y:

C-204

C O

-4 4.

0- U

P R

R M

H O

, P

T, P .E

D C

-1

_C -2

.d w g

C O

R M

-0

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

NOTES:

1. PROVIDE ALL MATERIALS AS DEFINED IN SECTION 31 23 00.00 20, 2.1

LEGEND:

EXISTING

EARTH

CONTROLLED

DENSITY FILL

QUARRY

SPALL

EMBANKMENT

FILL

ROAD

PAVEMENT

STEEL

PRESSURIZED PIPE

PROPERTY LINE

CONCRETE

FILTER

SAND

SCALE: 1"= 10'

10' 0 10'

LEVEE

CENTERLINE

0.2% GRADE

EST. EXISTING 6"

WATERLINE

2/ 6/

0.2% GRADE

CRUSHED

SURFACING

SELECT

MATERIAL

LEVEE

CENTERLINE

EST. EXISTING 6"

WATERLINE

EST. EXISTING 6"

WATERLINE

C H

E -S

-2

LEVEE

CENTERLINE

C H

E -S

-2

C H

E -S

-2

FENCE LINE

0+83

FENCE LINE

C-301

1+53

EL. 8.5 FT

C-502

A-A'

C-C'

D-D'

12.1'

STEEL PIPE

N (F

T, N

E-E'

0+00 0+25 0+45

N (F

T, N

F-F'

0+00 0+25 0+45

N (F

T, N

H-H

0+00 0+25 0+45

N (F

T, N

I-I

0+00 0+25 0+45

N (F

T, N

G-G'

0+00 0+25 0+45

THICKNESS VARIES AS

REQUIRED TO ACHIEVE

ELEVATIONS AS INDICATED

AND SPECIFIED

G 2E

N C

Fi le

L as t S av ed B y:

C-301

C O

-4 4.

0- U

O N

H O

, P

T, P .E

D C

-1

_C -3

.d w g

C O

R M

-0

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

SAWCUT 5 FT FROM EXCAVATION LIMITS

AND MATCH EXISTING

9'9' 2'

8'8'

2' 2'

2' 24'

24'

LEGEND:

EXISTING

EARTH

CONTROLLED

DENSITY FILL

FILTER

SAND

QUARRY

SPALL

EMBANKMENT

FILL

CONCRETE

ROAD

PAVEMENT

STEEL

3'-9"

OUTSIDE DIAMETER

3'-41 2"

BOLT CIRCLE DIAMETER

FLANGE ID VARIES.

2'-7.5" FOR GRAVITY

PIPE FLANGES,

2'-8" FOR PRESSURE

PIPE FLANGES

Ø3'-9"

Ø15

8" X 32 HOLES

EQ. SPACED

PIPE CLOSURE FLANGE - PLAN

2/ 6/

BLIND FLANGE

6" 1'

CRUSHED

SURFACING

PIPE

6" ASPHALT CONCRETE PER

WASHINGTON DEPARTMENT OF

TRANSPORTATION STANDARDS

SCALE: NTS

TYPICAL PAVEMENT - SECTION

PIPE CLOSURE FLANGE - SECTION

C-204

12"

SCALE: 1"= 1'-0"

6" 0 1'

12"

SCALE: 1"= 1'-0"

6" 0 1'12"

SCALE: 1"= 1'-0"

6" 0 1'

Ø15

8" X 32 HOLES

EQ. SPACED

Ø3'-9"

1-1/2" THICK

SELECT

MATERIAL

NOTES:

1. PROVIDE AND INSTALL PIPE CLOSURE

FLANGES FOR EACH END OF EACH PIPE AND

AT LOCATIONS SHOWN ON C-204, AS SPECIFIED

IN SECTION 40 05 13.00 25, PARAGRAPH 3.4.1.

2. PROVIDE BLIND FLANGES FOR EACH END OF

EACH PIPE, WITH FASTENERS AS SPECIFIED IN

SECTION 40 05 13.00 25, PARAGRAPH 2.2 (d).

3. PROVIDE AND INSTALL GASKETS FOR PIPE

CLOSURES AND FLANGE CONNECTIONS AS

SPECIFIED IN SECTION 40 05 13.00 25,

PARAGRAPH 2.2.

2 2

N (F

T, N

J-J'

-0+10 0+00 0+25 0+35

G 2E

N C

Fi le

L as t S av ed B y:

C-302

C O

-4 4.

0- U

H O

, P

T, P .E

D C

-1

_C -3

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

FG - SLOPE VARIES AS

SHOWN ON C-101

EMBANKMENT FILL

10'

UNPAVED SHOULDER

ROAD SURFACE

EXISTING EARTH

2% GRADE

SHOULDER WIDENING - TYPICAL SECTION

NOTES:

1. CROSS-SLOPE TO MATCH ADJACENT ROADWAY. GRADE, APPROXIMATELY 2%.

2. EXTEND EXISTING WATER VENTS USING 2" GALVANIZED IRON PIPE AS NECESSARY TO ACHIEVE A MINIMUM HEIGHT OF 2' ABOVE

FINISHED GRADE.

2" WATER VENT (TYP)

(SEE NOTE 2)

2' MIN.

EST. EXISTING 6"

WATERLINE

N C

Fi le

L as t S av ed B y:

C-501

C O

-4 4.

0- U

C O

N C

O C

K D

W . P

R U

, P

M . H

N W

D . H

N , P

D C

-1

_C -5

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

24'-0"

5'-0"

2'-87 8"

4'-7"7'-5"7'-5"4'-7"

SCALE: 1/2" = 1'-0"

LW AND RW END FOOTING - PLAN

SCALE: 1/2" = 1'-0"

RW END FOOTING - ELEVATION

3'-6"

#8 @ 8"

EACH WAY,

EACH DIRECTION

#8 @ 8"

EACH WAY,

EACH FACE

*FOOTINGS AT END OF PIPE. STATION -1+66

SCALE: 1/2" = 1'-0"

INTERMEDIATE PIPE SUPPORT BLOCK - ELEVATION

SCALE: 1/2" = 1'-0"

INTERMEDIATE PIPE SUPPORT BLOCK - PLAN

24'-0"

4'-8"

3'-0"

3'-81 8"

#8 (INTERRUPT @ CONTROL JOINT)

(TYPICAL MIDDLE SIDE BARS AND

1 EACH TOP AND BOTTOM BARS)

#8 (CONTINUOUS, TYPE ALL 4 CORNERS)

#8 TIE @ 12"

* INTERRUPT BARS AS INDICATED EVERY 30' AND PLACE 9" PVC WATERSTOP CONTINUOUS AROUND

SECTION INSIDE OF REINFORCEMENT. SAW CUT JOINT 1" DEEP VERTICAL AND TOP SIDES.

#9 @12" EACH WAY

#5 HOOPS @ 12" (TYP)

(5) #9

#9 @12" EACH WAY

*PIPE SUPPORT BLOCKS LOCATED AT STATIONS -1+25, -0+75, -0+25; TOTAL OF 3

4" CLEAR COVER ON ALL REINFORCEMENT

#9 @ 12" EACH WAY, EACH FACE

60°

2" TYP.

TYP.

B B

SECTION B - B

2'-87 8"

PRESSURIZED PIPE#8 @ 8" EACH WAY, EACH FACE

6" x 32 7 8" PIPE SADDLE SUPPORT (TYP)

SEE PIPE SADDLE SUPPORT DETAIL BELOW

FOR LOCATION OF 8 EA ANCHOR BOLTS

PIPE SADDLE SUPPORT DETAIL

SCALE: 1-1/2" = 1'-0"C-501

PRESSURIZED PIPE CONCRETE ENCASEMENT - DETAIL

SCALE: 1" = 1'-0"C-501

C-501

#9 @ 12" EACH WAY, EACH FACE

#9 @12" EACH WAY

3" TYP. 4" TYP.

SEE NOTE 2 SEE NOTE 2

(8) 916" x 1-14" THRU

LONG-SLOTTED HOLE

DETAIL C - C

3" TYP.

(2) Ø 11

16" THRU FOR

8" HARDWARE

2" TYP.

(2) PL 12" THK. STIFFENERS

(1) PL 12" THK. STIFFENERS

TYP

16TYP

ELEVATION

A-A

SCALE: 11

2"= 1'-0"

12" 9" 6" 3" 0 1'

12" 0

SCALE: 12"= 1'-0"

1' 2' 3' 4'

12"

SCALE: 1"= 1'-0"

6" 0 1'

SECTION

A-A

PLACE 9" PVC WATERSTOP

INSIDE OF LONG. REINF.

CONTINUOUS AROUND JOINT

#8 REINF IN EACH CORNER

CONTINUOUS THRU JOINT.

SPLICES MUST BE AT

LEAST 57" FROM JOINT

INTERRUPT BARS MIDDLE OF

EACH SIDE AT JOINT

FORM JOINT WITH 1"x1" LUMBER ALL

AROUND PRIOR TO CASTING CONCRETE

#8 TIES

AT 12"A

C-501

4" x 6" PTFE

PAD ALL AROUND

PIPE (TYP)

A C-501

2" PLATE

10"

(4) #8 E.F.

EVENLY SPACED

4"(TYP)

NOTES:

1. COMPACT APPROVED SUBGRADES TO 95 PERCENT OF ASTM D698 ACCORDING TO SPECIFICATION 31 23 00.00 20.

2. FOR PRESSURIZED PIPE, THIS DIMENSION IS 15-11/16 INCH. FOR GRAVITY PIPES, THIS DIMENSION IS 15-7/16 INCH.

EL: 11'

GROUND

SURFACE

VARIES

#9 @ 12" EACH

WAY, EACH FACE

#9 @ 12" EACH

WAY, EACH FACE

#8 BARS IN END FACE

EACH WAY IN LINE WITH

TOP AND FRONT FACES

2'-6"

2" GROUT ALLOWANCE

N C

Fi le

L as t S av ed B y:

C-502

C O

-4 4.

0- U

C O

N C

O C

K D

W . P

R U

M . H

N W

D . H

N , P

D C

-1

_C -5

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

SCALE: 1/2" = 1'-0"

LW END FOOTING - ELEVATION

4'-1"

#8 @ 8"

EACH WAY,

EACH DIRECTION

*FOOTINGS AT END OF PIPE. STATION 0+83

C-501

10"

(5) #8 E.F.

EVENLY SPACED

4" (TYP FOOTINGS

AND INT. SUPPORTS)

EL: 11.5'

GROUND

SURFACE

VARIES

3'-0"

1'-3"

2'-0"

3'-0" #4 TIES @ 12" O.C.

(2) #4 TIES IN

TOP 5" OF

PEDESTAL

(8) #8 LONG. BARS

TERM. IN STD HOOK

AT MAT IN BOTTOM

OF FOOTING

2" CLEAR COVER

(TYP PEDESTALS)

#4 TIES

SCALE: 1/4" = 1'-0"

WEIR FOOTING

WEIR CONCRETE PEDESTAL - DETAIL

SCALE: 1" = 1'-0"C-502

C-502

PLAN VIEW

30'-0"

20'-0"

3'-0"

WEIR FOOTING

#7 @ 12" EWEF

SECTION VIEW

LONG REINFORCEMENT IN

FOOTING NOT SHOWN

FOR CLARITY

8 BARS IN END

FACE EACH WAY IN

LINE WITH TOP AND

FRONT FACES

7'-7"

2" GROUT ALLOWANCE

SEE DETAIL 1,

C-501 FOR LOCATION

8 EA ANCHOR BOLTS

MINIMUM 12" OVERLAP

NOTES:

1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED.

2. BARRIER REQUIRED @ TOE OF STOCK PILE.

3. COVERING MAINTAINED TIGHTLY IN PLACE

BY USING SANDBAGS OR TIRES ON ROPES WITH A

BARRIER REQUIRED @ TOE OF SLOPE.

OF SEAMS.

MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS.

FOR FURTHER INFORMATION

ON DESIGN CRITERIA SEE

WASHINGTON STATE DEPARTMENT

OF ECOLOGY'S 2019 STORMWATER

MANAGEMENT MANUAL FOR

WESTERN WASHINGTON.

USE STITCHED LOOPS

OVER 2"x 2" POSTS

PROFILE

2'-6"

6' MAXIMUM SPACING

FRONT VIEW

FILTER FABRIC MATERIAL

36" WIDE ROLLS

NTS

4'-0"

PLAN VIEW

ANGLE FILTER FABRIC

FENCE TO ASSURE SOIL IS TRAPPED

INTERLOCKED

2"x 2" POSTS

AND ATTACH

2'-6"

1'-6"

4'-0"

BURY BOTTOM OF FILTER FABRIC 6"

VERTICALLY BELOW FINISHED GRADE.

2"x 2" FIR, PINE OR STEEL

FENCE POSTS.

POSTS TO BE INSTALLED ON

UPHILL SIDE OF SLOPE.

NOTES:

COMPACT BOTH SIDES OF FILTER FABRIC

TRENCH.

FROM TOE SLOPE

3' MINIMUM

5. PANELS MUST BE PLACED

ACCORDING TO SPACING ON

DETAIL NO. 940

FOR FURTHER INFORMATION

ON DESIGN CRITERIA SEE

WASHINGTON STATE DEPARTMENT

OF ECOLOGY'S 2019 STORMWATER

MANAGEMENT MANUAL FOR

WESTERN WASHINGTON

NOTES:

COMPOST BERM IS AN ACCEPTABLE ALTERNATIVE

IF 1'-6" BURY DEPTH IS NOT ACHIEVABLE IN ROCK

DITCH INLET PLAN VIEW

FLOW

DITCH BOTTOM

CATCH BASIN

MAY BE USED SHORT TERM

w/ UTILITY WORK AND w/

PHASING OF DEVELOPMENT

AREA DRAIN

FLOW

6" OVERLAP OF BAGS

NOTES:

1. ADDITIONAL MEASURES MUST BE

CONSIDERED DEPENDING ON SOIL

TYPES.

2. BIO-FILTER BAGS SHOULD BE STAKED

WHERE APPLICABLE USING

(2) 1"x2" WOODEN STAKES OR APPROVED

EQUAL PER BAG.

3. WHEN USING 30" BIO-BAGS TO

PROTECT A CATCH BASIN YOU MUST

HAVE 4 BAGS AND THEY SHALL BE

OVERLAPPED BY 6".

FOR FURTHER INFORMATION

ON DESIGN CRITERIA SEE

WASHINGTON STATE DEPARTMENT

OF ECOLOGY'S 2019 STORMWATER

MANAGEMENT MANUAL FOR

WESTERN WASHINGTON

30"

60"

G 2E

N C

Fi le

L as t S av ed B y:

C-503

C O

-4 4.

0- U

R O

N M

L D

R N

, P

M . H

N W

T, P .E

D C

-1

_C -5

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

SEDIMENT CONTROL FENCE

INLET PROTECTION

PLASTIC SHEETING

NOTES

1. TYPICAL EROSION CONTROL AND SEDIMENT PREVENTION BEST MANAGEMENT PRACTICES (BMPs) DETAILS SHOWN HERE AS EXAMPLES. CONTRACTOR SHALL

EVALUATE THEIR OWN CONSTRUCTION LAYOUT AND OPERATIONS WITH SPECIFIC SITE CONDITIONS TO DETERMINE APPROPRIATE BMP's TO BE IMPLEMENTED.

SELECTED BMP's SHALL BE DESCRIBED WITH NARRATIVE AND DRAWINGS IN CONTRACTOR'S STORMWATER POLLUTION PREVENTION PLAN SUBMITTAL PER

SPECIFICATION SECTION 01 57 19.00 25.

AutoCAD SHX Text P

AutoCAD SHX Text L

G-001

ANSI-D

G-002

ANSI-D

G-003

ANSI-D

C-001

ANSI-D

C-002

ANSI-D

C-101

ANSI-D

C-201

ANSI-D

C-202

ANSI-D

C-203

ANSI-D

C-204

ANSI-D

C-301

ANSI-D

C-302

ANSI-D

C-501

ANSI-D

C-502

ANSI-D

C-503

ANSI-D

File details come from the government source that posted it. Updated Feb 7, 2024.