W912ES23B0002_PLANS.pdf

PDF 33 MB Posted Jul 17, 2023

Attached to: PIPE LINE A - POOL 4 Federal contract opportunity
Solicitation number: W912ES23B0002
Issued by: Department of the Army Corps of Engineers Engineering District St Paul

About this file

Written by GovTribe AI · Dec 20, 2023

This file describes a federal solicitation for pipeline construction services. The solicitation number is W912ES23B0002 and is being issued by the Department of the Army Corps of Engineers Engineering District St Paul for PIPE LINE A - POOL 4. Interested parties should review the attached 33MB PLANS file for additional details on the required pipeline construction work. Responses to the solicitation are due based on the specified response dates in the solicitation document. The award is expected to be made by the dates indicated for the specified work. Pricing, terms, and any set aside designations or incumbent information would be included within the solicitation document.

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Other files for this federal contract opportunity

Other files attached to PIPE LINE A - POOL 4, newest first.
File	Type	Posted
W912ES23B0002 Bid Abstract.pdf	PDF	Sep 1, 2023
W912ES23B00020004.pdf	PDF	Aug 29, 2023
W912ES23B00020003.pdf	PDF	Aug 2, 2023
W912ES23B00020002.pdf	PDF	Jul 20, 2023
W912ES23B00020001.pdf	PDF	Jul 17, 2023
W912ES23B0002_SPECS.pdf	PDF	Jul 14, 2023

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US Army Corps of Engineers ®

ST. PAUL DISTRICT

4 5

PIPELINE A- POOL 4

MISSISSIPPI RIVER

POOL4

WABASHA, MN

6 7

SOLICITATION NO.: W912ES2380002

CONTRACT NO.:

ISSUE DATE: 18 JUL 2023

8 9 10 11 12 13 14 15 16 17

THIS PROJECT WAS DESIGNED BY THE ST.

PAUL DISTRICT CORPS OF ENGINEERS.

THE INITIALS OR SIGNATURES AND REGIS

TRATION DESIGNATIONS OF INDIVIDUALS

APPEAR ON THESE PROJECT DOCUMEN TS

WITHIN THE SCOPE OF THEIR EMPLOY

MENT AS REQUIRED BY ER 1110-1-8152.

SIGNATURES INDICATE OFFICIAL RECOM

MENDATION OF ALL DRAWINGS IN THIS SET.

APPROVED BY:

CHIEF ENGR & CONST DIVISION

18 19 20

APPROVAL RECOMMENDED BY:

CHIEF EC-D BRANCH

CHIEF EC-G BRANCH

CHIEF EC-H BRANCH

TECHNICAL LEAD

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SCALE: 1"=300'

VICINITY MAP

LOCATION MAP

SCALE: NTS

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WABASHA COUNTY RD.10

H W

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5TH GRANT BLVD W

MISSISSIPPI RIVER

H W

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MINNESOTA

USACE WABASHA GRAVEL PIT

C P R

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CP RA

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RIVERVIEW CEMETERY

WABASHA, MN

ABASH

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WABASHA, MN

WABASHA COUNTY

N 248

8434' NORTHWEST

MARBURGER

139 CAP

7906B

PROJECT LOCATION

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DULUTH

GRAND RAPIDS

MICHIGAN

LAKE

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C A N A D A

LOCATION

PROJECT

HEYENNE R

600'0 300'

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DESCRIPTION

CONSTRUCTION DRAWING INDEX

PRODUCT I.D.

DRAWING NO.

AS-BUILT

REF.

SHEET

S-508

S-507

S-506

S-505

S-504

S-503

S-502

S-501

S-405

S-404

S-403

S-402

S-401

S-102

S-101

S-001

M-502

M-501

LP101

C-601

C-501

C-401

C-301

C-109

C-108

C-107

C-106

C-105

C-104

C-103

C-102

C-101

B-201

B-101

GC110

GC109

GC108

GC107

GC106

GC105

GC104

GC103

GC102

GC101

GI101

G-003

G-002

G-001

PLAP4_STRUCTURAL_RVT_2021.RVT

PLAP4_M-502.dgn

PLAP4_M-501.dgn

PLAP4_LP-101.dgn

PLAP4_C-601.dgn

PLAP4_C-501.dgn

PLAP4_C-401.dgn

PLAP4_C-301.dgn

PLAP4_C-109.dgn

PLAP4_C-108.dgn

PLAP4_C-107.dgn

PLAP4_C-106.dgn

PLAP4_C-105.dgn

PLAP4_C-104.dgn

PLAP4_C-103.dgn

PLAP4_C-102.dgn

PLAP4_C-101.dgn

PLAP4_B-201.dgn

PLAP4_B-101.dgn

PLAP4_GC-110.dgn

PLAP4_GC-109.dgn

PLAP4_GC-108.dgn

PLAP4_GC-107.dgn

PLAP4_GC-106.dgn

PLAP4_GC-105.dgn

PLAP4_GC-104.dgn

PLAP4_GC-103.dgn

PLAP4_GC-102.dgn

PLAP4_GC-101.dgn

PLAP4_GI-101.dgn

PLAP4_G-003.dgn

PLAP4_G-002.dgn

PLAP4_G-001.dgn

ELEVATION DURATION CURVES JULY - DECEMBER 1935 - 2022

ELEVATION DURATION CURVES JANUARY - JUNE 1935 - 2022

DAILY ELEVATION HYDROGRAPHS JANUARY 01 - DECEMBER 31 2012 - 2022

REFERENCE DRAWING INDEX

PRECAST CONCRETE BARRIER CABLE CONNECTIONS

PRECAST CONCRETE BARRIER DETAILS

PIPE PROTECTION MAINTENANCE ACCESS DETAILS

REINFORCED CONCRETE PIPE DETAILS

MISCELLANEOUS BRIDGE DETAILS 2

MISCELLANEOUS BRIDGE DETAILS

BRIDGE PIER DETAILS

BRIDGE PILE CAP DETAILS

CRITTER CROSSINGS

GRADE PIPE LAYOUT PLAN

BRIDGE BERM GRADING

BRIDGE ENLARGED SECTION

BRIDGE ENLARGED PLAN

DEFLECTION DIAGRAMS

BRIDGE GENERAL

STRUCTURAL NOTES

PIPE DETAILS 2 OF 2

PIPE DETAILS 1 OF 2

MECHANICAL DRAWINGS

PLANTING PLAN PIPE SEGMENT 1 AND 2

ALIGNMENT CONTROL AND WORKLIMIT TABLES

CIVIL DETAILS

BOOSTER PUMP AREA GENERAL PLAN

TYPICAL SECTIONS

PLAN AND PROFILE STA. 17+40 TO 25+00 SEGMENT 2

PLAN AND PROFILE STA. 7+80 TO 17+40 SEGMENT 2

PLAN AND PROFILE STA. 0+00 TO 7+80 SEGMENT 2

PLAN AND PROFILE STA. 34+20 TO 36+00 SEGMENT 1

PLAN AND PROFILE STA. 26+40 TO 34+20 SEGMENT 1

PLAN AND PROFILE STA. 16+60 TO 26+40 SEGMENT 1

PLAN AND PROFILE STA. 7+40 TO 16+60 SEGMENT 1

PLAN AND PROFILE STA. 0+00 TO 7+40 SEGMENT 1

GENERAL PLAN

CIVIL DRAWINGS

SOIL BORING LOGS

BORING LOCATION PLAN

EROSION CONTROL STA. 17+40 TO 25+00 SEGMENT 2

EROSION CONTROL STA. 7+80 TO 17+40 SEGMENT 2

EROSION CONTROL STA. 0+00 TO 7+80 SEGMENT 2

EROSION CONTROL STA. 34+20 TO 36+00 SEGMENT 1

EROSION CONTROL STA. 26+40 TO 34+20 SEGMENT 1

EROSION CONTROL STA. 16+60 TO 26+40 SEGMENT 1

EROSION CONTROL STA. 7+40 TO 16+60 SEGMENT 1

EROSION CONTROL STA. 0+00 TO 7+40 SEGMENT 1

BORROW AREA

STAGING AREA AND CONSTRUCTION ACCESS PLAN

KEY PLAN

DRAWING INDEX, GENERAL NOTES,LEGEND, AND ABBREVIATIONS

VICINITY MAP, LOCATION MAP, AND CONTROL POINTS

COVER SHEET

GENERAL SHEETS

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PERFORMED BETWEEN 0600-1800 HOURS, EXCEPT IN EMERGENCIES.

ON SEGMENT 1 (STATION A17+11.00 TO STATION A33+00) WORK MAY ONLY BE 8.

THE PIPELINE.

COR HAS THE AUTHORITY TO MAKE MINOR ALIGNMENT ADJUSTMENTS TO 7.

AERIAL IMAGERY DATE: JUNE 20216.

GUIDELINES FOR WORKING ON CP RAILWAY PROPERTY.

SEE PROJECT SPECIFICATIONS FOR CP RAILWAY COORDINATION AND ANY

REQUIREMENTS AS PART OF THE PROJECT SPECIFICATIONS.

FOR RAILROAD COORDINATION REFER TO THE RAILROAD'S COORDINATION

WINDOW.

CLEARANCES, SHALL COMPLY WITH THE MINIMUM TEMPORARY CLEARANCE

TEMPORARY CONSTRUCTION CLEARANCES, INCLUDING FALSEWORK

DITCHES AND/OR DRAINAGE STRUCTURES.

QUANTITY AND/OR CHARACTERISTICS OF THE FLOW IN THE RAILROAD

THE PROPOSED GRADE SEPARATION PROJECT SHALL NOT CHANGE THE

CORPS OF ENGINEERS OF ST PAUL REAL ESTATE DIVISION.

TO ANY WORK BEGINNING PER EASEMENT ESTABLISHED WITH U.S. ARMY

ALL WORK IN RAILROAD ROW WILL REQUIRE NOTIFICATION 10 DAYS PRIOR 5.

UTILITIES.

LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE

IS RESPONSIBLE FOR MAKING THE DETERMINATION AS TO THE TYPE AND

OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR

THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION4.

EXISTING GROUND SURVEYS COMPLETED JULY 20223.

ELEVATIONS REFER TO NAVD 88, GEOID 18.2.

NAD 83(2011) STATE PLANE MN SOUTH ZONE

HORIZONTAL COORDINATES BASED ON U.S. SURVEY FEET1.

GENERAL SHEET NOTES

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

GENERAL VIEW SYMBOLS

SCALE:

DETAIL/SECTION

SUPPLEMENTAL INFORMATION

SCALE:1" =XXX'

DETAIL/SECTION

SUPPLEMENTAL INFORMATION

TITLE

SECTION/DETAIL

NTS

0 1' 2'

TOP

FRONT SIDE

ELEVATION SECTION A-A

DrawingIdentifier

SheetName

DrawingIdentifier

SheetName

DrawingIdentifier

SheetName

SECTION CUT

DETAIL SYMBOL

GENERAL LEGEND

LIMITS OF WORK

97-41MP.I. POINT

POWER POLE

SANITARY SEWER

EXISTING

STORM SEWER

EXISTING

SEEDING AREA

AND NUMBER

DWG OUTLINE

OVERHEAD P0WER

EXISTING

GROUND DUCT

EXISTING UNDER-

EXISTING GAS

SHEET ID X-000

AND NUMBER

LOCATION

BORING

3 DIMENSIONAL

POINT

CONTROL

2 DIMENSIONAL

POINT

CONTROL

1 DIMENSIONAL

POINT

CONTROL##

EASEMENT

EXISTING

PROPERTY

EXISTING

COMMUNICATION

UGND

EXISTING

EXISTING CULVERT END

EXIST

MAX

MIN

SST

TYP

EXISTING

FAR FACE

GALVANIZED

INSIDE FACE

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNDERGROUND

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BITUMINOUS

BOTTOM

CURB & GUTTER

CONSTRUCTION JOINT

CONCRETE

DIAMETER

EACH FACE

BOT

C/L

C&G

CMP CORRUGATED METAL PIPE

EXPANSION JOINT

ELEVATION

EACH WAY

DRAWINGDWG

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

* UNLESS OTHERWISE NOTED ON EACH SHEET

APPROX

ALT W/

ALUM

BITUM

CENTER LINE

CLR CLEAR

CONC

DIA

GALV

MISC

SPEC

T&B

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UGND

FES FLARED END SECTION WIDTH

WATER MAINWM

RIVERWARDR/W

LONG

LANDWARDL/W

HT HEIGHT

NTS NOT TO SCALE

GENERAL ABBREVIATIONS

OTHERWISE

UNLESS NOTED

COR

REPRESENTATIVE

CONTRACTING OFFICER'S

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KEY PLAN

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WABASHA COUNTY RD.10

H W

Y . 6

5TH GRANT BLVD W

MISSISSIPPI RIVER

H W

Y. 61

MINNESOTA

USACE WABASHA GRAVEL PIT

C P R

ILW

A Y

CP RA

ILW

RIVERVIEW CEMETERY

WABASHA, MN

ABASH

A CO

TY RD

WABASHA, MN

WABASHA COUNTY

®of Engineers

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WABASHA COUNTY RD.10

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MISSISSIPPI RIVER

H W

Y. 61

MINNESOTA

USACE WABASHA GRAVEL PIT

C P R

ILW

A Y

CP RA

ILW

RIVERVIEW CEMETERY

WABASHA, MN

ABASH

A CO

TY RD

WABASHA, MN

WABASHA COUNTY

TO BE ACCESSED AT SHORELINE FROM THE MISSISSIPPI RIVER

ALL CONSTRUCTION ACCESS EAST OF THE CP RAILWAY

ACROSS CP RAILWAY

NO ACCESS

LIMITS IN PRIVATE RESIDENCE PROPERTY PARCEL

STAY WITHIN 40' WIDE CONSTRUCTION WORK

30' CORRIDOR SOUTH OF BREWERY CREEK

MAINTAIN CONSTRUCTION WITHIN

STAGING AREA ACCESS

NO ACCESS THROUGH PRIVATE DRIVE

ACCESS AREA FROM NORTH CREEK BANK

BOOSTER PUMP STAGING AREA

STAGING AREA

WABASHA GRAVEL PIT

SAND SURFACE

ACCESS

BOOSTER PUMP STAGING AREA

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WABASHA GRAVEL PIT SITE ACCESS AND STAGING AREA

SCALE: 1"=100'

A14

SCALE: 1"=300'

CONSTRUCTION ACCESS PLAN

LOCAL AUTHORITIES CONCERNING VEHICULAR TRAFFIC.

CONSTRUCTION ALONG 5TH GRANT BLVD W TO BE COORDINATED WITH 3.

USACE.

ACCESS DREDGING TO BE COORDINATED WITH COR AND COMPLETED BY 2.

DIRECTLY WITH CP RAILWAY.

ALL ACCESS OVER CP RAILWAY IS NOT PERMITTED. COORDINATE ACCESS 1.

GENERAL NOTES

BOOSTER PUMP STAGING AREA

SCALE: 1"=100'

G14

600'0 300' 100' 200'0

ACCESS SAND SURFACE

WORK LIMITS

STAY WITHIN PROJECT

20' 40'0

W-5P

W-4P

W-3P

W-2P

W-1P

ALIGNMENT

SEGMENT 2

ALIGNMENT

SEGMENT 2

ALIGNMENT

SEGMENT 1

ALIGNMENT

SEGMENT 2

EAST SIDE OF THE STAGING AREA.

AND 4 QTY-50' DR11 PIPE SECTIONS ON

4 QTY-250' DR11 PIPE W/FLANGES SECTIONS

PLACE THE UN-INSTALLED

GC101

G14

GC101

A14

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SCALE: 1"=100'

WABASHA GRAVEL PIT BORROW PIT

H W

HIAWATHA DR

E=3133651.62

N=838308.68

E=3132831.40

N=838796.40

E=3132699.98

N=838555.23

E=3133550.97

N=838129.25

ENTRANCE

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E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

HIAWATHA DR W AND PHELPS AVE INTERSECTION.

REMOVE MATERIAL FROM WITHIN THE BOUNDARY. ACCESS SITE FROM 1.

GENERAL NOTES

100' 200'0

EDGE OF WATER

W-37P

W-38P

W-39P W-40P

W-41P

W-42P

W-43P

W-44P W-45P

W-46P

W-47P W-48P

W-49P

W-50P

LINE

CP RAILWAY PROPERTY

ALL MAJOR TREE REMOVAL

OF CORRIDOR CREST. COR TO APPROVE

PRUNING OF VEGETATION ALONG BOTH SIDES

ABASH

A C

O U

R D

C P

P I R

E R

CP RAILWAY CORRIDOR

CENTERLINE OF INACTIVE

ALIGNMENT

SEGMENT 1

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

SEGMENT 1- EROSION CONTROL PLAN

1"=40'SCALE: 40' 80'0

A N

S I

S O

W A

B A

S H

A M

P O

O L

P I

E R

E L

P O

O L

E S

U L

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

J .S

E N

G M

E N

E R

O S

C O

N T

R O

L S

T A

GC103

D .A

D A

M S

S .J

O H

N S

A P

G C

D A

T C

H L

E S

T A

SEE SHEET C-601 FOR ALIGNMENT CONTROL LINE DATA4.

SEE SHEET LP101 FOR ALL SEEDING LIMITS AND TURF ESTABLISHMENT.3.

SEE SPECIFICATION FOR ALL EROSION PROTECTION REQUIREMENTS.2.

CORRIDOR. ALL OTHER REMOVAL TO BE COORDINATED WITH COR.

LIMBS WITHIN IN A 14' WIDE X 20' HIGH EXTENTS FROM CENTERLINE OF

PASSAGE OF PIPELINE CONSTRUCTION EQUIPMENT. KEEP PRUNING OF

PRUNE AND TRIM TREES ONLY TO THE EXTENT NECESSARY TO ALLOW 1.

GENERAL SHEET NOTES

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

V D

LINE

CP RAILWAY PROPERTY

LINE

CP RAILWAY PROPERTY

W-36P W-29P

W-30P

W-31P

W-32PW-33P

W-34PW-35P

W-51P

W-52P

W-53P W-54P

W-55P

ALL MAJOR TREE REMOVAL

OF CORRIDOR CREST. COR TO APPROVE

PRUNING OF VEGETATION ALONG BOTH SIDES

CENTERLINE OF CORRIDOR

CP RAILWAY

WABASHA COUNTY RD 77

ALIGNMENT

SEGMENT 1

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

SEGMENT 1 - EROSION CONTROL PLAN

1"=40'SCALE: 40' 80'0

A N

S I

S O

W A

B A

S H

A M

P O

O L

P I

E R

E L

P O

O L

E S

U L

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

J .S

E N

G M

E N

E R

O S

C O

N T

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L S

T A

GC104

D .A

D A

M S

S .J

O H

N S

A P

G C

D A

SEE SHEET C-601 FOR ALIGNMENT CONTROL LINE DATA4.

SEE SHEET LP101 FOR ALL SEEDING LIMITS AND TURF ESTABLISHMENT.3.

SEE SPECIFICATION FOR ALL EROSION PROTECTION REQUIREMENTS.2.

CORRIDOR. ALL OTHER REMOVAL TO BE COORDINATED WITH COR.

LIMBS WITHIN IN A 14' WIDE X 20' HIGH EXTENTS FROM CENTERLINE OF

PASSAGE OF PIPELINE CONSTRUCTION EQUIPMENT. KEEP PRUNING OF

PRUNE AND TRIM TREES ONLY TO THE EXTENT NECESSARY TO ALLOW 1.

GENERAL SHEET NOTES

M A

T C

H L

E S

T A

M A

T C

H L

E S

T A

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

V D

ALL MAJOR TREE REMOVAL.

OF CORRIDOR CREST. COR TO APPROVE

PRUNING OF VEGETATION ALONG BOTH SIDES

SILT FENCE

STA. A30+00)

ALONG TREE LINE (STA. A23+00 to

PROTECT IN PLACE ALL TREES

W-24P

W-56P W-57P

W-58P W-59P

W-60P

W-25PW-26P

W-27P W-28P

CP RAILWAY

WABASHA COUNTY RD 77

CENTERLINE OF CORRIDOR

LINE

CP RAILWAY PROPERTY

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

SEGMENT 1- EROSION CONTROL PLAN

1"=40'SCALE: 40' 80'0

A N

S I

S O

W A

B A

S H

A M

P O

O L

P I

E R

E L

P O

O L

E S

U L

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

J .S

E N

G M

E N

E R

O S

C O

N T

R O

L S

T A

GC105

D .A

D A

M S

S .J

O H

N S

A P

G C

D A

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M A

T C

H L

E S

T A

M A

T C

H L

E S

T A

SEE SHEET C-601 FOR ALIGNMENT CONTROL LINE DATA4.

SEE SHEET LP101 FOR ALL SEEDING LIMITS AND TURF ESTABLISHMENT.3.

SEE SPECIFICATION FOR ALL EROSION PROTECTION REQUIREMENTS.2.

CORRIDOR. ALL OTHER REMOVAL TO BE COORDINATED WITH COR.

LIMBS WITHIN IN A 14' WIDE X 20' HIGH EXTENTS FROM CENTERLINE OF

PASSAGE OF PIPELINE CONSTRUCTION EQUIPMENT. KEEP PRUNING OF

PRUNE AND TRIM TREES ONLY TO THE EXTENT NECESSARY TO ALLOW 1.

GENERAL SHEET NOTES

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

M N

S P

C S

O U

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N E

-U .S

U R

V E

Y F

N A

V D

C-501

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

A 29+00

EXISTING CULVERT

FOR PROTECTION AGAINST TREE

AND PLACE CHAFFING MATERIAL AROUND PIPE

PROTECT TREE IN PLACE

SOUTH OF BREWERY CREEK.

ALL TREES TO BE PROTECTED IN PLACE. NO REMOVAL ALLOWED

ON U.S. FISH AND WILDLIFE SERVICE PROPERTY

STAY WITHIN THE 30' WORK LIMIT CORRIDOR

BREWERY CREEK

SILT FENCE

FIBER ROLL ON SLOPE

EXISTING TRAIL

W-16PW-61P

W-62P

W-63P

W-64P

W-65P W-66P

W-67P W-68P

W-17P

W-18P

W-19P

W-20P

W-21P

W-22P

W-23P

CP RAILWAY

LINE

CP RAILWAY PROPERTY

ALIGNMENT

SEGMENT 1

PLACED OR DRIVEN THROUGH CREEK BED.

STREAM FLOW. NO EQUIPMENT TO BE

AND CREEK BED. DO NOT OBSTRUCT

PROTECT CREEK CHANNEL

40' 80'0

A N

S I

S O

W A

B A

S H

A M

P O

O L

P I

E R

E L

P O

O L

E S

U L

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

J .S

E N

G M

E N

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C O

N T

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T A

GC106

D .A

D A

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S .J

O H

N S

A P

G C

D A

SEE SPECIFICATION FOR ALL EROSION PROTECTION REQUIREMENTS.2.

CORRIDOR. ALL OTHER REMOVAL TO BE COORDINATED WITH COR.

LIMBS WITHIN IN A 14' WIDE X 20' HIGH EXTENTS FROM CENTERLINE OF

PASSAGE OF PIPELINE CONSTRUCTION EQUIPMENT. KEEP PRUNING OF

PRUNE AND TRIM TREES ONLY TO THE EXTENT NECESSARY TO ALLOW 1.

GENERAL SHEET NOTES

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M A T C

H L

E S

T A

M A T

C H

E S

T A

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

V D

SCALE: 1" = 40

SEGMENT 1 - EROSION CONTROL PLAN

C-501

B 0+00

B 1+00

B 2 +00

A 35+

ACCESS PAD

BOOSTER PAD

FUEL TANK PAD

TREE LINE

EXISTING 36" RCP

ALIGNMENT

SEGMENT 2

SILT FENCE

W-13P

W-69P

W-70P W-71P

W-72P

W-73P

W-74P

W-75P

W-76P

W-14P

W-15P

C P

R A

A Y

H W

PRUNE TREES

ALIGNMENT

SEGMENT 1

LINE

CP RAILWAY PROPERTY

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

SEGMENT 1 - EROSION CONTROL PLAN

1"=40'SCALE: 40' 80'0

A N

S I

S O

W A

B A

S H

A M

P O

O L

P I

E R

E L

P O

O L

E S

U L

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

J .S

E N

G M

E N

E R

O S

C O

N T

R O

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T A

GC107

D .A

D A

M S

S .J

O H

N S

A P

G C

D A

SEE SPECIFICATION FOR ALL EROSION PROTECTION REQUIREMENTS.2.

TO BE COORDINATED WITH COR.

PASSAGE OF PIPELINE CONSTRUCTION EQUIPMENT. ALL OTHER REMOVAL

PRUNE AND TRIM TREES ONLY TO THE EXTENT NECESSARY TO ALLOW 1.

GENERAL SHEET NOTES

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M A T C

N E S

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

V D

A 36+00

EXISTING 36" RCP

ACCESS PAD

BOOSTER PAD

FUEL TANK PAD

EDGE OF ASPHALT

EDGE OF GRAVEL

EXISTING FENCE

CENTER OF EXISTING DITCH

W-9P

W-72P

W-73P W-74P

W-75P W-76P

W-77P

W-78P

W-79P

W-80P

W-81P

W-82P

W-83P

W-84P

W-10P

W-11P

W-12P

W-13P

W-14P W-15P

EGDE OF GRAVEL

H G

R A

N T B

L V

D W

FROM ALL POWER POLES AND GUY WIRES

MAINTAIN 5' RADIUS OFFSET CLEARANCE

5' RADIUS OFFSET CLEARANCE

PRUNE TREELINE

SILT FENCE

CP RAILWAY

ALIGNMENT

SEGMENT 2

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

SEGMENT 2 - EROSION CONTROL PLAN

1"=40'SCALE: 40' 80'0

A N

S I

S O

W A

B A

S H

A M

P O

O L

P I

E R

E L

P O

O L

E S

U L

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

J .S

E N

G M

E N

E R

O S

C O

N T

R O

L S

T A

GC108

D .A

D A

M S

S .J

O H

N S

A P

G C

D A

SEE SHEET C-601 FOR ALIGNMENT CONTROL LINE DATA.6.

GUY WIRES WITH CONSTRUCTION FENCING.

MAINTAIN CLEARANCE OF A 5' RADIUS AROUND POWER POLES AND POLE 5.

SEE SHEET LP101 FOR ALL SEEDING LIMITS AND TURF ESTABLISHMENT.4.

SEE SPECIFICATION FOR ALL EROSION PROTECTION REQUIREMENTS.3.

BE COORDINATED WITH COR.

PASSAGE OF PIPELINE CONSTRUCTION EQUIPMENT. ALL OTHER REMOVAL TO

PRUNE AND TRIM TREES ONLY TO THE EXTENT NECESSARY TO ALLOW 2.

CLEARING OF GRASS TO OCCUR IN DITCHES AND ALONG ROAD SIDE.1.

GENERAL SHEET NOTES

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

V D

C-501

H9 C-501

C-501

8+00

B 9+00

EDGE OF ASPHALT

SILT FENCE

PROTECT FROM EXCAVATION

EXISTING CULVERT

W-7P

W-8P

W-86P

W-87P

W-88P

5' RADIUS OFFSET CLEARANCE

5TH GRANT BLVD W

W-6P

ALIGNMENT

SEGMENT 2

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

SEGMENT 2 - EROSION CONTROL PLAN

1"=40'SCALE: 40' 80'0

A N

S I

S O

W A

B A

S H

A M

P O

O L

P I

E R

E L

P O

O L

E S

U L

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

J .S

E N

G M

E N

E R

O S

C O

N T

R O

L S

T A

GC109

D .A

D A

M S

S .J

O H

N S

A P

G C

D A

GUY WIRES WITH CONSTRUCTION FENCING.

MAINTAIN CLEARANCE OF A 5' RADIUS AROUND POWER POLES AND POLE 5.

SEE SHEET LP101 FOR ALL SEEDING LIMITS AND TURF ESTABLISHMENT.4.

SEE SPECIFICATION FOR ALL EROSION PROTECTION REQUIREMENTS.3.

BE COORDINATED WITH COR.

PASSAGE OF PIPELINE CONSTRUCTION EQUIPMENT. ALL OTHER REMOVAL TO

PRUNE AND TRIM TREES ONLY TO THE EXTENT NECESSARY TO ALLOW 2.

CLEARING OF GRASS TO OCCUR IN DITCHES AND ALONG ROAD SIDE.1.

GENERAL SHEET NOTES

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M A T C

N E S

. 7

M A T

C H

E S

T A . 1

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

V D

C-501

EDGE OF ASPHALT

W-5P

W-89P

W-90P

W-91P

SILT FENCE

5TH GRANT BLVD W

ALIGNMENT

SEGMENT 2

TRANSMISSION LINES

OVERHEAD HIGH VOLTAGE

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

SEGMENT 2 - EROSION CONTROL PLAN

1"=40'SCALE: 40' 80'0

A N

S I

S O

W A

B A

S H

A M

P O

O L

P I

E R

E L

P O

O L

E S

U L

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

J .S

E N

G M

E N

E R

O S

C O

N T

R O

L S

T A

GC110

D .A

D A

M S

S .J

O H

N S

A P

C .d

D A

GUY WIRES WITH CONSTRUCTION FENCING.

MAINTAIN CLEARANCE OF A 5' RADIUS AROUND POWER POLES AND POLE 5.

SEE SHEET LP101 FOR ALL SEEDING LIMITS AND TURF ESTABLISHMENT.4.

SEE SPECIFICATION FOR ALL EROSION PROTECTION REQUIREMENTS.3.

BE COORDINATED WITH COR.

PASSAGE OF PIPELINE CONSTRUCTION EQUIPMENT. ALL OTHER REMOVAL TO

PRUNE AND TRIM TREES ONLY TO THE EXTENT NECESSARY TO ALLOW 2.

CLEARING OF GRASS TO OCCUR IN DITCHES AND ALONG ROAD SIDE.1.

GENERAL SHEET NOTES

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M A T

C H

E S

T A

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

V D

WABASHA COUNTY RD.10

H W

Y . 6

5TH GRANT BLVD W

MISSISSIPPI RIVER

H W

Y. 61

MINNESOTA

USACE WABASHA GRAVEL PIT

C P R

ILW

A Y

CP RA

ILW

RIVERVIEW CEMETERY

WABASHA, MN

ABASH

A CO

TY RD

WABASHA, MN

WABASHA COUNTY

22-21M

22-18A

22-19A

22-20M

22-22M

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

W A

B A

S H

A M

P O

O L

P I

E R

E L

P O

O L

E S

U L

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

J .S

E N

G L

O C

A T

P L

A N

B-101

P F

L E

S .J

O H

N S

A P

B -1

D A

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

V D

SCALE: 1"=300'

PLAN - BORING LOCATIONS

600'0 300'

A15

SCALE: N.T.S.

TABLE - BORING LOCATIONS

S I

S O

W A

B A

S H

A M

P O

O L

P I

E R

E L

P O

O L

E S

U L

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

J .S

E N

O R

L O

G S

B-201

P F

L E

S .J

O H

N S

A P

B -2

D A

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

V D

NOTES:

1. GROUNDWATER NOT ENCOUNTERED

N A

V D

SPT

681.3

22-18A

5 AUG 2022

0.156

D MC LL PL10

ROOTLETS, FE STAINING, BROWN

(ML) SILT W/ SAND, SAND F., SOFT, MOIST, TR. 2.5' TO 3'

2. ELEVATIONS ESTIMATED FROM GOOGLE EARTH

APPROX. G.S. 685.0

3. HOLE COLLAPSED TO GROUND SURFACE

(SM) SILTY SAND, F., LOOSE, MOIST, BROWN3' TO 3.7'

SILT CONTENT W/ DEPTH, BROWN

TR. ROOTLETS AND VEGETATION, TR. GRAVEL, INC. IN

(SP) SAND W/ SILT, F., LOOSE, DRY TO MOIST, 0' TO 2.5'

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

NOTES:

1. GROUNDWATER NOT ENCOUNTERED

CL-ML

N A

V D

SPT

680.0

APPROX. G.S. 682.0

22-19A

5 AUG 2022

26 20

D MC LL PL10

2. ELEVATIONS ESTIMATED FROM GOOGLE EARTH

SL. GRAY

V. SOFT, MOIST, TR. FE STAINED ROOTS, BROWN W/

(CL-ML) SANDY CLAYEY SILT, SAND F., SOFT TO 1' TO 2'

CL-ML

TO SOFT, MOIST, SL. FE STAINING, BROWN

(CL-ML) SANDY SILT W/ CLAY, SAND F., LOOSE 0' TO 1'

3. HOLE COLLAPSED TO GROUND SURFACE

NOTES:

1. GROUNDWATER NOT ENCOUNTERED

GP-GC

N A

V D

SPT

715.0

APPROX. G.S. 725.0

22-21M

0.182

0.193

D MC LL PL10

20 OCT 2022

2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 717.0

4. ELEVATIONS ESTIMATED FROM GOOGLE EARTH

STAINING, BROWN

(SP) SAND, M., LOOSE, MOIST, SL. FE 1.4' TO 10'

3. ALL CASING REMOVED, BORING ALLOWED TO COLLAPSE TO GROUND SURFACE

ORGANICS, TAN TO BROWN

F.-C., SAND M., M. DENSE, DRY TO SL. MOIST, TR.

(GP-GC) SANDY GRAVEL W/ CLAY, GRAVEL 0' TO 1.4'

NOTES:

1. GROUNDWATER NOT ENCOUNTERED

GP-GC

N A

V D

SPT

722.0

APPROX. G.S. 732.0

22-22M

PL10

0.166

0.171

31 18

D MC LL

20 OCT 2022

2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 724.0

4. ELEVATIONS ESTIMATED FROM GOOGLE EARTH

3. ALL CASING REMOVED, BORING ALLOWED TO COLLAPSE TO GROUND SURFACE

SL. MOIST, TR. ORGANICS, BROWN TO TAN

GRAVEL F.-C., SAND M., LOOSE TO M. DENSE, DRY TO

(GP-GC) SANDY GRAVEL W/ CLAY AND SILT, 0' TO 1.5'

W/ SL. GREEN AND BROWN LAMINATIONS

STIFF, SL. MOIST TO MOIST, SL. FE STAINING, BLACK

(OL) ORGANIC LEAN CLAY, SOFT TO M. 1.5' TO 2.3'

STRONG ANIMAL MANURE SMELL, BROWN

MOIST TO MOIST, TR. WOOD POST FRAGMENTS W/

(SP) SAND, M., LOOSE TO M. DENSE, SL. 2.3' TO 10'

NOTES:

1. WATER LEVEL DETERMINED DURING DRILLING

4. HOLE BACKFILLED WITH TREMIED CEMENT-BENTONITE GROUT

CL-ML

SP-SM

GP-GC

CL-ML

N A

V D

SPT

569.8

APPROX. G.S. 690.0

22-20M

0.528

0.185

0.09

0.152

0.163

0.079

0.159

D MC LL PL10

19-20 OCT 2022

(OL) TOPSOIL0' TO 0.2'

SAND F.-M., M. DENSE, MOIST, BROWN

(SM) SILTY SAND W/ GRAVEL, GRAVEL M.-C., 12' TO 12.8'

SATURATED, BROWN

(ML) CLAYEY SILT W/ SAND, SAND F., SOFT, 12.8' TO 13.5'

POSSIBLE COBBLES, BROWN

GRAVEL F.-C., SAND F.-C., M. DENSE, SATURATED,

(SP-SM) CLAYEY SILTY SAND W/ GRAVEL, 13.5' TO 20'

BROWN

COBBLES, SANDY SILT POCKET FROM 33.5' TO 33.9',

DEC. IN GRAVEL AND FINES BELOW 28.0', POSSIBLE

F.-C., SAND F.-M., M. DENSE, WET, INC. IN SAND AND

(GP-GC) SANDY GRAVEL W/ CLAY, GRAVEL 20' TO 35'

F.-M., LOOSE, WET, BROWN

(SP) SAND W/ GRAVEL, GRAVEL M.-C., SAND 35' TO 40'

W. L. 667.0

93.4' TO 93.8', GREENISH BROWN

SL. LAMINATED, TR. SANDSTONE FRAGMENTS FROM

(ML) CLAYEY SILT, V. STIFF, SATURATED, 93.2' TO 100'

(ML) CLAYEY SILT, STIFF102.2' TO 105.2'

DENSE, WET, LAMINATED, TANNISH BROWN

SANDSTONE FRAGMENTS, GRAVEL F.-M., SAND M.,

(SM) SILTY SAND W/ WEATHERED 110' TO 112.7'

BROWNISH TAN

M.-C., HARD TO V. DENSE, WET, POSSIBLE COBBLES,

(GP) SANDY GRAVEL, GRAVEL M.-C., SAND 91.1' TO 93.2'

SANDSTONE

APPROX. TOP OF BEDROCK

3. ELEVATIONS ESTIMATED FROM GOOGLE EARTH

M. GRAVEL, FE STAINING, BROWN

SOFT TO SOFT, MOIST TO SL. MOIST, LAMINATED, TR.

(CL-ML) SANDY SILT W/ CLAY, SAND F., V. 4.2' TO 9.7'

SATURATED, GRAY TO REDDISH BROWN

(CL-ML) CLAYEY SILT, M. STIFF TO STIFF, 100' TO 101.5'

GRAVEL, REDDISH BROWN

(SP) SAND, F.-C., M. DENSE, WET, TR. F. 101.5' TO 102.2'

SATURATED, SL. FE STAINING, TAN TO REDDISH TAN

SANDSTONE, V. HARD, SAND F., 116.4' TO 120.2'

REDDISH TAN

BELOW 115.5', GRAVELLY SILT FROM 116.2' TO 116.4',

STAINING, POSSIBLE COBBLES, INC. IN CLAY CONTENT

SAND M., M. DENSE TO M. STIFF, SATURATED, SL. FE

(GC) CLAYEY GRAVEL, GRAVEL F.-M., 112.7' TO 116.4'

108.0' TO 108.3', REDDISH TAN TO TAN

FE STAINING, SILTY SAND SEAM W/ FE STAINING FROM

SATURATED, LAMINATED, OCC. SANDY CLAY SEAMS, SL.

(GP) SANDY GRAVEL, HARD TO V. HARD, 105.2' TO 110'

MUD USED BELOW EL. 660.0

2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 660.0

FROM 45.0' TO 46.0', TAN TO BROWN

66.0' TO 66.5', TR. FE STAINING, SL. BLACK LAMINATIONS

OCC. WEATHERED SANDSTONE FRAGMENTS FROM

(SP) SAND, F.-M., LOOSE TO DENSE, WET, 40' TO 86.5'

BROWN

SP-SM SEAM FROM 10.7'-11.0', SL. MOIST TO MOIST,

TO SOFT, SL. LAMINATED, SL. FE STAINING, TR. GRAVEL,

(ML) SANDY SILT W/ CLAY, SAND F., V. SOFT 9.7' TO 12'

50/0.2

50/0.4

50/0.2

STAINED BELOW 88.8', TAN TO BROWN

M. DENSE, WET, TR. F. GRAVEL FROM 86.5' TO 88.5', FE

INC. IN M. SAND BELOW 87.5', INTERBEDDED, DENSE TO

(SP) SAND, F. SAND FROM 86.5' TO 87.5', 86.5' TO 91.1'

®of Engineers

US Army Corps

U .S

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D F

A C

T O

C F

G E

WATER SURFACE ELEVATION ON DAY OF BORING

GROUND SURFACE ELEVATION AT BORING

CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES

WELL GRADED GRAVELS, GRAVEL - SAND MIXTURE, LITTLE OR NO FINES

SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES

POORLY GRADED GRAVELS, LITTLE OR NO FINES

WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES

POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES

SILTY SANDS, SAND - SILT MIXTURES

CLAYEY SANDS, SAND - CLAY MIXTURES

INORGANIC SILTS, LIQUID LIMIT LESS THAN 50

INORGANIC SILTS, LIQUID LIMIT GREATER THAN 50

INORGANIC CLAYS, LOW TO MEDIUM PLASTICITY, LIQUID LIMIT LESS THAN 50

INORGANIC CLAYS, HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50

ORGANIC SILTS OR CLAYS, LOW PLASTICITY, LIQUID LIMIT LESS THAN 50

BORDERLINE MATERIAL

STRATIFIED MATERIAL

LOCATION AND SAMPLE NUMBER FOR UNDISTURBED SAMPLE

NO RECOVERY

WATER LEVEL ON DATE OF BORING

ELEVATION AT BOTTOM OF BORING

ELEVATION IN METERS

DATE OF BORING

( EG: M=MACHINE, A=AUGER, TP=TEST PIT, P=PIEZOMETER ).

YEAR OF BORING-BORING NUMBER, BORING TYPE

SP-

SP&

W.S. 1026.7

G.S. 1020.2

W.L. 726.7

700.1

(238.56)

1 MAY 1984

84-1M

PEAT

ORGANIC SILTS OR CLAYS, MED. TO HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50

BORING LEGEND

REQUEST TO THE CONTRACTING OFFICER.

ORIGINAL FIELD LOGS. THESE LOGS ARE AVAILABLE FOR INSPECTION BY

THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE 8.

SPECIFIED OTHERWISE, ALL CORE IS 4-INCH DIAMETER.

RECOVERED/LENGTH OF CORE CUT X 100. UNLESS

BORING STAFF. PERCENT RECOVERY IS LENGTH OF CORE

% RECOVERY: PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE 7.

CONSISTING OF UNBROKEN PIECES LONGER THAN 4-INCHES.

PERCENT RECOVERY COLUMN. RQD IS THE PERCENT RECOVERY

RQD: ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE 6.

FINER IS SHOWN TO THE LEFT OF THE BORING STAFF.

D10 SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS 5.

THE RIGHT OF THE BORING STAFF.

ATTERBERG LIMITS: LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO 4.

HEIGHT OF DROP ARE AS SHOWN.

FOR NON-STANDARD BLOW COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND

USING A 1-3/8 X 2-INCH SAMPLER, 140 LB. HAMMER, AND A 30-INCH DROP.

STANDARD BLOW COUNTS ARE FOR A STANDARD PENETRATION TEST (SPT)

NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE OF 12-INCHES.

BORING STAFF AND, EXCEPT AS NOTED, ARE THE NUMBER OF BLOWS

BLOW COUNT (SPT): BLOW COUNTS ARE SHOWN TO THE LEFT OF THE 3.

DRY WEIGHT (MC) IS SHOWN TO THE LEFT OF THE BORING STAFF.

MOISTURE CONTENT: THE NATURAL MOISTURE CONTENT IN PERCENT OF 2.

ARE SHOWN BELOW THE BORING STAFF.

RIGHT OF THE BORING STAFF. NOTES PERTAINING TO A SPECIFIC BORING

COMPLETE THE CLASSIFICATION, PERTINENT INFORMATION IS ADDED TO THE

BASIC SOIL TYPE. THE LEGEND REPRESENTS ONLY THE BASIC SOILS. TO

GENERAL: THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY 1.

BORING NOTES

C A

-1+60 -1+20 -0+80 -0+40 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20

520 520

560 560

600 600

640 640

680 680

720 720

760 760

800 800

840 840

-1+60 -1+20 -0+80 -0+40 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20

520 520

560 560

600 600

640 640

680 680

720 720

760 760

800 800

840 840

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

SEGMENT 1-PLAN

1"=40'SCALE: 40' 80'0

40' 80'0

A N

S I

S O

W A

B A

S H

A M

P O

O L

P I

E R

E L

P O

O L

E S

U L

A U

L M

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O T

S T

A U

L D

-B

T N

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J .S

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G M

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P L

A N

D P

R O

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T A

C-102

D .A

D A

M S

S .J

O H

N S

A P

-1 .d

D A

SEGMENT 1-PROFILE

1"=40'SCALE:

M A T C

H L

E S

T A

SEE SHEET C-601 FOR ALIGNMENT CONTROL LINE DATA.4.

DO NOT BEND 24" HDPE PIPE LESS THAN A 60' RADIUS.3.

TO BE BURIED.

24" HDPE PIPE TO BE INSTALLED ON EXISTING GRADE WHERE NOT SHOWN 2.

OCCUR IN EXISTING GRADE.

GRADING. MATERIAL CAN BE PLACED UNDER PIPE WHERE DEPRESSIONS

CORRIDOR. MAINTAIN 2"-4" THICKNESS OVER EXISTING GRADE WHEN

BARRIER LOCATIONS AND GRADE WITHIN CREST OF INACTIVE CP RAILWAY

EXCAVATED SOILS FROM CRITTER CROSSINGS TO BE PLACED ADJACENT TO 1.

GENERAL SHEET NOTES

®of Engineers

US Army Corps

U .S

R M

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O R

P S

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S-404

M-501

D13

EDGE OF WATER

W-37P

W-38P

W-39P W-40P

W-41P

W-42P

W-43P

W-44P W-45P

W-46P

W-47P W-48P

W-49P

W-50P

CP RAILWAY PROPERTY LINE

PI-A1

ASSEMBLY

STA. A 0+00 INSTALL END FLANGE

PI-A2

PI-A3

PI-A4

PI-A5

PI-A6

PI-A7

PI-A8

ALONG ALIGNMENT

PLACE BARRIERS EVERY 40'

STARTING WITH BARRIERS AT STA. A 1+20

ADJACENT TO BARRIERS EVERY 120'

PLACE CRITTER CROSSINGS

P I R

E R

ABASHA

UNTY

77CP

RAI

ALIGNMENT

SEGMENT 1

CENTERLINE OF CORRIDOR

CRITTER CROSSING

24" HDPE PIPE

EXISTING GRADEBARRIERS

FILL SURFACE DEPRESSION

EXISTING GRADE

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

N A

N D

S P

C S

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-U .S

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N A

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C A

7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80

480 480

520 520

560 560

600 600

640 640

680 680

720 720

760 760

800 800

7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80

480 480

520 520

560 560

600 600

640 640

680 680

720 720

760 760

800 800

EXISTING GRADE

24" HDPE PIPE

BARRIERS

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

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R A

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N O

S O

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D A

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S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

SEGMENT 1- PLAN

1"=40'SCALE: 40' 80'0

40' 80'0

A N

S I

S O

W A

B A

S H

A M

P O

O L

P I

E R

E L

P O

O L

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U L

A U

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A U

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-B

T N

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J .S

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G M

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P L

A N

D P

R O

E S

T A

C-103

D .A

D A

M S

S .J

O H

N S

A P

-1 .d

D A

SEGMENT 1 - PROFILE

1"=40'SCALE:

SEE SHEET C-601 FOR ALIGNMENT CONTROL DATA.4.

DO NOT BEND 24" HDPE PIPE LESS THAN A 60' RADIUS.3.

TO BE BURIED.

24" HDPE PIPE TO BE INSTALLED ON EXISTING GRADE WHERE NOT SHOWN 2.

PLACED UNDER PIPE WHERE DEPRESSIONS OCCUR IN EXISTING GRADE.

4" THICKNESS OVER EXISTING GRADE WHEN GRADING. MATERIAL CAN BE

BARRIER LOCATIONS AND GRADE WITHIN CREST OF CORRIDOR. MAINTAIN 2"-

EXCAVATED SOILS FROM CRITTER CROSSINGS TO BE PLACED ADJACENT TO 1.

GENERAL SHEET NOTES

M A

T C

H L

E S

T A

M A

T C

H L

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T A

®of Engineers

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S-404

CP RAILWAY PROPERTY LINE

W-36P W-36PW-29P

W-30P

W-31P

W-32PW-33P

W-34PW-35P

W-51P

W-52P

W-53P W-54P

W-55P

PI-A9

PI-A10

PI-A11

PI-A12 PI-A13

PI-A14 PI-A15 PI-A16 PI-A17

PI-A18

PI-A19

PI-A20

PI-A21

CP RAILWAY

WABASHA COUNTY RD 77

CRITTER CROSSING

CRITTER CROSSINGCENTERLINE OF CORRIDOR

ALIGNMENT

SEGMENT 1

17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00

480 480

520 520

560 560

600 600

640 640

680 680

720 720

760 760

800 800

17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00

480 480

520 520

560 560

600 600

640 640

680 680

720 720

760 760

800 800

MAINTAIN 3' OF SOIL COVER

STA. 23+31.70

START BURIED PIPE

EXISTING GROUND

24" HDPE PIPE

STA. 23+78.00

OVER PIPE

START OF 3' SOIL COVER

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

S U

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B Y

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M A

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SHEET ID

C A

SEGMENT 1- PLAN

1"=40'SCALE: 40' 80'0

40' 80'0

A N

S I

S O

W A

B A

S H

A M

P O

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P I

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E L

P O

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D A

SEGMENT 1- PROFILE

1"=40'SCALE:

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M A

T C

H L

E S

T A

M A

T C

H L

E S

T A

SEE SHEET C-601 FOR ALIGNMENT CONTROL LINE DATA.7.

MAINTAIN 2"-4" THICKNESS OVER EXISTING GRADE.

AND NOT TO IMPEDE SWALES FOR SUFACE WATER RUNOFF. WHEN GRADING

FOOTPRINT OF EXCAVATED AREA. GRADE EXCESS EXCAVATED SOILS EVENLY

PLACE ALL EXCESS EXCAVATED INSITU SOILS FROM PIPE DITCH ON THE 6.

PLACE AS FINISH SURFACE FOR HYDROSEED PREPARATION.

REMOVE AND STOCKPILE 6" OF TOPSOIL AT BURIED PIPE LOCATION AND 5.

MAINTAINING A 3' COVER.

BURIED SECTION OF PIPE IS TO FOLLOW EXISTING GRADE WHILE 4.

DO NOT BEND 24" HDPE PIPE LESS THAN A 60' RADIUS.3.

TO BE BURIED.

24" HDPE PIPE TO BE INSTALLED ON EXISTING GRADE WHERE NOT SHOWN 2.

PLACED UNDER PIPE WHERE DEPRESSIONS OCCUR IN EXISTING GRADE.

4" THICKNESS OVER EXISTING GRADE WHEN GRADING. MATERIAL CAN BE

BARRIER LOCATIONS AND GRADE WITHIN CREST OF CORRIDOR. MAINTAIN 2"-

EXCAVATED SOILS FROM CRITTER CROSSINGS TO BE PLACED ADJACENT TO 1.

GENERAL SHEET NOTES

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

N A

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

V D

M-502

A13

S-404

W-24P

W-25PW-26P

W-27P W-28P

W-56P W-57P

W-58P W-59P

W-60P

PI-A22

PI-A23

PI-A24

PI-A25 PI-A26 PI-A27

PI-A28 PI-A29 PI-A30

PI-A31

PI-A32

CP RAILWAY

WABASHA COUNTY RD 77

TOP OF DITCH

DOWN SLOPE

GRADE SLOPE. T-FITTING TO OPEN

ORIENTED PARALLEL TO EXISTING

STA. 17+00 T-FITTING ASSEMBLY TO BE

CRITTER CROSSING

CRITTER CROSSING CRITTER CROSSING

CRITTER CROSSING

CENTERLINE OF CORRIDOR

ALIGNMENT

SEGMENT 1

CP RAILWAY PROPERTY LINE

TO BELOW GRADE.

AT STA. A23+00 WHERE PIPE TRANSTIONS

PLACE BARRIERS ON SURFACE

A .0

A 29+17.81

STA

PRC

A 29+27.94

STA

PCC

A .9

26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31+20 31+60 32+00 32+40 32+80 33+20 33+60 34+00 34+40 34+80 35+20 35+60

520 520

560 560

600 600

640 640

680 680

720 720

760 760

800 800

840 840

26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31+20 31+60 32+00 32+40 32+80 33+20 33+60 34+00 34+40 34+80 35+20 35+60

520 520

560 560

600 600

640 640

680 680

720 720

760 760

800 800

840 840

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

SEGMENT 1 - PLAN

1"=40'SCALE: 40' 80'0

40' 80'0

A N

S I

S O

W A

B A

S H

A M

P O

O L

P I

E R

E L

P O

O L

E S

U L

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

J .S

E N

G M

E N

P L

A N

D P

R O

E S

T A

C-105

D .A

D A

M S

S .J

O H

N S

A P

-1 .d

D A

SEGMENT 1 -PROFILE

1"=40'SCALE:

GENERAL SHEET NOTES

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M A T C

H L

E S

T A

M A T

C H

E S

T A

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

N A

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

V D

A34+00. SEE SHEET S-431 FOR PIPE LAYOUT.

DO NOT INSTALL CRITTER CROSSINGS BETWEEN STATIONS A29+00 TO 8.

ON CP RAILWAY PROPERTY.

SEE GENERAL NOTES ON SHEET G-003 AND SPECIFICATIONS FOR WORKING 7.

SEE SHEET C-601 FOR ALIGNMENT CONTROL LINE DATA.6.

GRADING MAINTAIN 2"-4" THICKNESS OVER EXISTING GRADE.

AND NOT TO IMPEDE SWALES FOR SURFACE WATER RUNOFF. WHEN

FOOTPRINT OF EXCAVATED AREA. GRADE EXCESS EXCAVATED SOILS EVENLY

PLACE ALL EXCESS EXCAVATED INSITU SOILS FROM PIPE DITCH ON THE 5.

PLACE AS FINISH SURFACE FOR HYDROSEED PREPARATION.

REMOVE AND STOCKPILE 6" OF TOPSOIL AT BURIED PIPE LOCATION AND 4.

MAINTAINING A 3' COVER.

BURIED SECTION OF PIPE IS TO FOLLOW EXISTING GRADE WHILE 3.

DO NOT BEND 24" HDPE PIPE LESS THAN A 60' RADIUS.2.

TO BE BURIED.

24" HDPE PIPE TO BE INSTALLED ON EXISTING GRADE WHERE NOT SHOWN 1.

S-101

S-506

S-505

A13

M-502

A13

S-404

A 29+00

EXISTING 36" RCP

FOR PIPE PROTECTION AGAINST TREE

AND PLACE CHAFFING MATERIAL AROUND PIPE

PROTECT TREES IN PLACE

EXISTING 36" RCP

DAMAGED/UPLIFTED

4' END SECTION OF

REMOVE

ON U.S. FISH AND WILDLIFE SERVICE PROPERTY

STAY WITHIN 30' WORK LIMIT CORRIDOR

CROSSING STRUCTURE

BREWERY CREEK

DOWN SLOPE

GRADE SLOPE. T-FITTING TO OPEN

ORIENTED PARALLEL TO EXISTING

STA. A 30+80 T-FITTING ASSEMBLY TO BE

TO BE PROTECTED

BURIED ELECTRIC DOG FENCE SECTION

W-16P

W-17P W-18P

W-19P

W-20P

W-21P

W-22P

W-23P

W-61P

W-62P

W-63P

W-64P

W-65P W-66P

W-67P

W-68PTOP OF DITCH

PI-A33

PI-A34

PI-A35

PI-A36

PI-A37

PL-A38

PI-A39

PI-A40

PI-A41

PI-A42

STA 32+03

MAINTENACE ACCESS RAMP

PIPE PROTECTION AND

CP R

AILWAY

STA. A 31+85

BARRIER

SEE S-403

BARRIER

SEE S-403

BARRIER

ALIGNMENT

SEGMENT 1

CP RAILWAY PROPERTY LINE

E=3130795.1434

N=842294.8208

CONTROL POINT A - SHEET S-101

E=3130805.1981

N=842225.5469

CONTROL POINT B - SHEET S-101

3' OF SOIL COVER

MAINTAIN A MINIMUM

BREWERY CREEK

CP RAILWAYEXISTING GRADE

24" HDPE PIPE

STA. 29+28

OVER PIPE

END OF 3' SOIL COVER

EXISTING GROUND

24" HDPE PIPE

EXISTING 36" RCP 1

STA. 29+60

END BURIED PIPE

FOR STRUCTURE ELEVATIONS

SEE SHEET S-101

B 1+78.00STA

3,130,748.41E

841,894.37N

B 0+00.00STA

POB

A 35+

19.24

A .4

A .2

C 3 ,1

36+00 36+40 36+80 37+20 37+60 38+00 38+40 38+80 39+20 39+60 40+00 40+40 40+80 41+20 41+60 42+00 42+40 42+80 43+20 43+60 44+00 44+40 44+80

520 520

560 560

600 600

640 640

680 680

720 720

760 760

800 800

840 840

36+00 36+40 36+80 37+20 37+60 38+00 38+40 38+80 39+20 39+60 40+00 40+40 40+80 41+20 41+60 42+00 42+40 42+80 43+20 43+60 44+00 44+40 44+80

520 520

560 560

600 600

640 640

680 680

720 720

760 760

800 800

840 840

EXISTING GRADE

24" HDPE PIPE

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

SEGMENT 1- PLAN

1"=40'SCALE: 40' 80'0

40' 80'0

A N

S I

S O

W A

B A

S H

A M

P O

O L

P I

E R

E L

P O

O L

E S

U L

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

J .S

E N

G M

E N

P L

A N

D P

R O

E S

T A

C-106

D .A

D A

M S

S .J

O H

N S

A P

-1 .d

D A

SEGMENT 1 - PROFILE

1"=40'SCALE:

SEE SHEET C-601 FOR ALIGNMENT CONTROL LINE DATA.4.

ON CP RAILWAY PROPERTY.

SEE GENERAL NOTES ON SHEET G-003 AND SPECIFICATIONS FOR WORKING 3.

DO NOT BEND 24" HDPE PIPE LESS THAN A 60' RADIUS.2.

TO BE BURIED.

24" HDPE PIPE TO BE INSTALLED ON EXISTING GRADE WHERE NOT SHOWN 1.

GENERAL SHEET NOTES

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M A T C

N E S

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

N A

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

V D

C-401

S-505

A13

S-404

B 0+00

B 1+00

A 35+

ACCESS PAD

BOOSTER PAD

FUEL TANK PAD

CP RAILWAY PROPERTY LINE

EXISTING 36" RCP

ALIGNMENT

SEGMENT 2

SEE SHEET M-501 / D13

TO BE INSTALLED AT A LATER DATE.

STA A 37+00 PROVIDE-END FLANGE ASSEMBLY

W-13P

W-14P

W-15P

W-69P

W-70P W-71P

W-72P

W-73P

W-74P

W-75P

W-76P

C P

R A

A Y

PI-A43

PI-A44

PI-A45

PI-A46

W A

B A S

H A C

O U

N T

Y R

ALIGNMENT

SEGMENT 1

-0+80 -0+40 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00

520 520

560 560

600 600

640 640

680 680

720 720

760 760

800 800

840 840

EXISTING 36" RCP

MAINTAIN 3' OF SOIL COVER

GRANT BLVD W

RCP PIPE PROTECTION

REUSE EXISTING ROAD AGGREGATE

MAINTAIN 1' OF SOIL OVER RCP

PRECAST CONCRETE BARRIERS

EXISTING GRADE

24" HDPE PIPE

EXISTING GRADE

START BURIED PIPE B STA 0+70

END BURIED PIPE STA. 2+21.00

START BURRIED PIPE B 6+14

START 1' SOIL COVER

STA. B 1+50

END 1' SOIL COVER

STA. B 1+80

START 3' SOIL COVER

STA. B 6+45

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

B 2+28.00

STA

C B

A .2

A 35+68.46

TA P

R C

A 36+03.23

TA P

R C

A 37+00.00 STA

PCC

3,130,738.98 E

841,872.67 N

A 37+00.00 STA

POE

MAINTAIN 10 ' FROM SANITARY LINE

EXISTING 36" RCP

POWER POLE AND GUY WIRES

MAINTAIN 5' RADIUS FROM

ACCESS PAD

BOOSTER PAD

FUEL TANK PAD

POWER POLE AND GUY WIRES

MAINTAIN 5' RADIUS FROM

EDGE OF ASPHALT

EDGE OF GRAVEL

FENCE

CENTER OF EXISTING DITCH

SEE SHEET M-501 / A13

INSTALL - FLANGE ASSEMBLY

STA. B 0+80

M-501 / D13

DATE. SEE SHEET

INSTALLED AT LATER

ASSEMBLY. TO BE

PROVIDE- END FLANGE

STA. B 0+00

W-9P

W-10P

W-11P

W-12P

W-13P

W-14P W-15P

W-72P W-73P

W-74P

W-75P W-76P

W-77P

W-78P

W-79P

W-80P

W-81P

W-82P

W-83P

W-84P

PI-B1

PI-B2

PI-B3

PI-B4

PI-B5

PI-B6

PI-B7

PI-B8

PI-B9

PI-B10

BARRIERS STA. 0+86.00

BEGIN PRECAST CONCRETE

BARRIERS STA. B 1+36.80

END PRECAST CONCRETE

PIPE STA. B 1+17.65

BEGIN REINFORCED CONCRETE

PIPE STA. B 1+77.48

END REINFORCED CONCRETE

TOP OF DITCH

PIPE IN PLACE

PROTECT EXISTING

START AND END OF EXISTING DITCH

ARE TO ONLY BE PLACED AT THE

PRECAST CONCRETE BARRIERS

H G

R A

N T

B L

V D

CP RAILWAY

ALIGNMENT

SEGMENT 1

ALIGNMENT

SEGMENT 2

TOP OF DITCH

40' 80'0

A N

S I

S O

W A

B A

S H

A M

P O

O L

P I

E R

E L

P O

O L

E S

U L

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

J .S

E N

G M

E N

P L

A N

D P

R O

E S

T A

C-107

D .A

D A

M S

S .J

O H

N S

A P

-1 .d

D A

SEGMENT 2 - PROFILE

1"=40'SCALE:

EXCESS EXCAVATED SOILS EVENLY.

SOILS FROM PIPE DITCH ON THE FOOTPRINT OF EXCAVATED AREA. GRADE

SURFACE FOR HYDROSEED PREPARATION. PLACE ALL EXCESS EXCAVATED

REMOVE 6" OF TOPSOIL AT BURIED PIPE LOCATION AND PLACE AS FINISH 4.

ON CP RAILWAY PROPERTY.

SEE GENERAL NOTES ON SHEET G-003 AND SPECIFICATIONS FOR WORKING 3.

DO NOT BEND 24" HDPE PIPE LESS THAN A 60' RADIUS.2.

TO BE BURIED.

24" HDPE PIPE TO BE INSTALLED ON EXISTING GRADE WHERE NOT SHOWN 1.

GENERAL SHEET NOTES

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

ATCHLINE STA. 7+80

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

V D

SEGMENT 2 - PLAN

1"=40'SCALE:

S-505

C-501

S-505

A13

S-404

A 36+00

8+00

B 9+00

B 8+62.00

STA PRC

B 8+62.00

STA PRC

EDGE OF ASPHALT

AND GUY WIRE

FROM POWER POLE

MAINTAIN 5' RADIUS

WITH EXISTING GRADE SOIL

FINISHED GRADE TO BE REPLACED

AGGREGATE

REPLACED WITH EXISTING GRADE

FINISHED GRADE TO BE

W-7P

W-8P

W-86P

W-87P

W-88P

START OF RCP

STA. B 10+18.06

END OF RCP

STA. B 10+58.06

END OF RCP

STA. B 14+77.54

START OF RCP

STA. B 14+37.54

START OF RCP

STA. B 16+88.68

END OF RCP

STA. B 17+28.68

PL-B11

PL-B12

5TH GRANT BLVD W

TOP OF DITCH

ALIGNMENT

SEGMENT 2

WITH EXISTING GRADE AGGREGATE

FINISH GRADE TO BE REPLACED

8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80

520 520

560 560

600 600

640 640

680 680

720 720

760 760

800 800

840 840

OVER REINFORCED CONCRETE PIPE

MAINTAIN 3' OF SOIL COVER

OVER REINFORCED CONCRETE PIPE

MAINTAIN 3' OF SOIL COVER

OVER REINFORCED CONCRETE PIPE

MAINTAIN 3' OF SOIL COVER

24" HDPE PIPE 24" HDPE PIPE

RCP PIPE PROTECTION

EXISTING GRADE

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

SEGMENT 2 - PLAN

1"=40'SCALE: 40' 80'0

40' 80'0

A N

S I

S O

W A

B A

S H

A M

P O

O L

P I

E R

E L

P O

O L

E S

U L

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

J .S

E N

G M

E N

P L

A N

D P

R O

E S

T A

C-108

D .A

D A

M S

S .J

O H

N S

A P

-1 .d

D A

1"=40'SCALE:

GENERAL SHEET NOTES

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M A T C

N…

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File details come from the government source that posted it. Updated Jul 17, 2023.