Amend 1 Attachment 1 Conceptual Drawings Navigation Improvements.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 11)

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The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

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16C. DATE SIGNED

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14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

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15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

Request for Qualifications (Phase I) Lock and Dam #3 Navigation Improvements

Design‐Build Procurement

July 2009

Attachment 1 – Conceptual Drawings

U.S. ARMY CORPS OF ENGINEERS

St. Paul District

W912ES‐09‐R‐0025

A

B C D

E F G H

A B C D E F G

St. Paul District

DRAWING NUMBER:

SHT OF

H

PLATE NO.

M A R S H L A K E

G A N T E N B E I N

L A K E

O

E

DAM

EARTH DIKE A

LOCK

LOADING DOCK

VISITOR PARKING LOT

ENTRANCE ROAD

CENTRAL CONTROL STATION

GATE

SITE ACCESS ROAD

BLUFF

BLUFF

BLUFF

L/D 10

L/D 9

L/D 1

L/D 2 L/D 3

L/D 5

L/D 7

L/D 4

L/D 5A L/D 6

L/D 8

MINOT

ROCHESTER

MANKATO

BRAINERD

BEMIDJI

DULUTH

ST. PAULS.A.F. L/D’S

SCALE IN MILES

0 200

STATE BOUNDARIES

RIVERS & LAKES

DISTRICT BOUNDARIES

NATIONAL BOUNDARIES

PROJECT

LOCATION

MINNEAPOLIS

L/D LOCK AND DAM

IOWA

SOUTH DAKOTA

NORTH DAKOTA

MINNESOTA

WISCONSIN

100 100

DEVIL’S

LAKE

LAKE OF

THE WOODS

UPPER

RED LAKE

LOWER

RED LAKE

LAKE

ITASCA

CASS

LAKE

LAKE

WINNIBIGOSHISH

GRAND RAPIDS

LEECH

LAKE

MILLE

LACS

LAKE

R

LAKE

PEPIN

ST.CLOUD

MICHIGAN

LAKE

ASHTABULA

EAU CLAIRE

MADISON

PORTAGE

N

LEGEND

LOCATION MAP

LAKE

DARLING

GRAND

FORKS

VALLEY

CITY

A

B C D

E F G H

A B C D E F G

St. Paul District

DRAWING NUMBER:

SHT OF

H

N

SCALE IN FEET

0 700 1400700

VICINITY MAP

SCALE: 1" = 700’

1a

01a

DREDGING & GUIDEWALL

PROJECT LOCATION

GENERAL CROSS-REFERENCING SYMBOLS

ABBREVIATIONS

GENERAL LEGEND

VIEW SUBTITLE

(CENTERED UNDER

EACH VIEW)

SECTION/DETAIL TITLE

ON SAME DRAWING

(CENTERED UNDER

SECTION/DETAIL)

SECTION/DETAIL TITLE

ON ANOTHER DRAWING

(CENTERED UNDER

SECTION/DETAIL)

SECTION CUT W/

VIEW SHOWN ON

SAME DRAWING

SECTION CUT W/

VIEW SHOWN ON

ANOTHER DRAWING

DETAIL SYMBOL W/

VIEW SHOWN ON

SAME DRAWING

DETAIL SYMBOL W/

VIEW SHOWN ON

ANOTHER DRAWING

FRONT SIDE

SECTION

ELEVATION

TOP

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

DETAIL/SECTION

99/999

EXIST.

F.F.

GALV.

I.F.

LG.

MAX.

MIN.

MISC.

N.F.

O.F.

S.S.

T & B

TYP.

U.N.O.

UG

EXISTING

FAR FACE

GALVANIZED

INSIDE FACE

LONG

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BITUMINOUS

BOTTOM

CONTROL CENTER LINE

CURB & GUTTER

CLEAR COVER

CONSTRUCTION JOINT

CONCRETE

CONTRACTION JOINT

DIAMETER

EACH FACE

APPROX.

ALT. W/

ALUM.

BIT.

BOT.

C/L

C&G

C.J.

CONC.

CONTR. JT.

E.F.

E.J.

EL.

E.W.

CMP CORRUGATED METAL PIPE

FES FLARED END SECTION

L/W

R/W

LANDWARD

RIVERWARD

EXPANSION JOINT

ELEVATION

EACH WAY

CL./CLR

DIA./0

DRAWINGDWG.

HT. HEIGHT

NO. NUMBER

O.C. / O/C

SAN. SANITARY

SPEC. SPECIFICATIONS

WM

W WIDTH

WATER MAIN

MIR. MIRRORED

* UNLESS OTHERWISE NOTED ON EACH SHEET

LIMITS OF WORK

FILL

CUT

97-41M

BORING LOCATION

AND NUMBER

WATERMAIN

P.I. POINT

MANHOLE

CATCHBASINCB

WATER VALVE

FIRE HYDRANT

REMOVED BUILDINGS

EXISTING

SANITARY SEWER

EXISTING

STORM SEWER

NEW

SANITARY SEWER

NEW STORM SEWER

LEVEE

DWG OUTLINE

AND NUMBER

EXISTING

OVERHEAD P0WER

EXISTING UNDER-

GROUND DUCT

EXISTING GAS

EXISTING ELECTRICAL

SSOPPGE

GENERAL NOTES:

WSAN

A

B C D

E F G H

A B C D E F G

St. Paul District

DRAWING NUMBER:

SHT OF

H

2a

SHEETPILE

SHEET NO XX

RIPRAP

ARTICULATE CONCRETE

MAT (ACM)

02a

1. TIE DIAGRAMS AND DETAILS DESCRIPTIONS OF HORIZONTAL AND

VERTICAL CONTROL POINTS ARE AVAILABLE FROM THE ST. PAUL

DISTRICT OFFICE (651) 290-5596.

2. ORIGINAL DATA COMPILED NAD 83 US FOOT.

3. ALL ELEVATIONS SHOWN REFERENCE A 1912 VERTICAL DATUM (M.S.L.)

FOR DESIGN/BUILD ALL ELEVATIONS SHALL BE UPDATED TO 1988.

4. WISCONSIN ORIGINAL DATA FROM 1998 GROUND SURVEYS.

5. ORIGINAL SOUNDING DATA FROM 1998 SOUNDINGS.

6. MINNESOTA DATA DIGITIZED FROM MAPPING.

7. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION

OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE

CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION AS TO

THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO

AVOID DAMAGE TO THESE UTILITIES.

8. COORDINATES BASED ON WISCONSIN STATE PLANE GRID SYSTEM,

CENTRAL ZONE.

A

B C D

E F G H

A B C D E F G

St. Paul District

DRAWING NUMBER:

SHT OF

H

PLATE NO.

DESCRIPTIONDRAWING NO.

REFERENCE DRAWING INDEX

SHEET PRODUCT I.D.

1a

2a

3a

GENERAL

LOCATION AND VICINITY MAPS

DRAWING INDEX

GENERAL PLAN

EMBANKMENTS STAGE 1 - CIVIL

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

EMBANKMENT STAGE 2 - CIVIL

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NAVIGATION SAFETY GUIDEWALL - CIVIL

GUIDEWALL - PLAN VIEW

GUIDEWALL - TYPICAL SECTION

EMBANKMENTS STAGE 1 - STRUCTURAL

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NAVIGATION SAFETY GUIDEWALL - STRUCTURAL

UPPER GUIDEWALL EXTENSION - PLANS

UPPER GUIDEWALL EXTENSION - PLANS

UPPER GUIDEWALL EXTENSION - SECTIONS AND DETAILS

UPPER GUIDEWALL EXTENSION - ELEVATION SHEET 1

UPPER GUIDEWALL EXTENSION - ELEVATION SHEET 2

UPPER GUIDEWALL EXTENSION - ELEVATION SHEET 3

NON-SELECTED ALTERNATIVES

NOT USED

NOT USED

NOT USED

NOT USED

001MERG005001A

002AMERC005002A

003AMERC105003A

036MEPC105036

037MEPC105037

044MEPS105044

045MEPS105045

046MEPS305046

047MEPS405047

048MEPS405048

049MEPS405049

PLATE NO.

M A R S H L A K E

G A N T E N B E I N

L A K E

O

E

DAM

EARTH DIKE A

LOCK

LOADING DOCK

VISITOR PARKING LOT

ENTRANCE ROAD

CENTRAL CONTROL STATION

GATE

SITE ACCESS ROAD

BLUFF

BLUFF

BLUFF

A

B C D

E F G H

A B C D E F G

St. Paul District

DRAWING NUMBER:

SHT OF

H

N

SCALE IN FEET

0 700 1400700 3a

03a

SCALE: 1" = 700’

GENERAL PLAN - GUIDEWALL

EXTEND GUIDEWALL

LOCK & DAM NO. 3

EXISTING LOADING

DOCK

MINIMUM 48"

ROCKFILL TO EL. 655.0

DREDGE TO EL. 650.5

EL. 665.0

CLOSURE DIKE

END CELL

SHEET PILE TIE-IN

A

B C D

E F G H

A B C D E F G

St. Paul District

DRAWING NUMBER:

SHT OF

H

SCALE IN FEET

0100 100 200

N

PLAN VIEW - GUIDEWALL

NOTES:

1. ALL ELEVATIONS ARE 1912 M.S.L.

CONCEPTUAL DRAWING - DETAILED DESIGN

TO BE DEVELOPED BY CONTRACTOR

B C D

E F G H

A B C D E F G

St. Paul District

DRAWING NUMBER:

SHT OF

H

TYPICAL SECTION

CLOSURE DIKE

CHANNEL

CHANNEL

CONCEPTUAL DRAWING - DETAILED DESIGN

TO BE DEVELOPED BY CONTRACTOR

0 10 20 30 40 50 60 70 80 90 120-10-20-30-40-50-60-70-80-90-100-110

2+80

100 110

-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-490-500-510-520-530-540-550-560-580-590-600

13+38

--570

0-110-120-130-140-150-160-170-180-190-200-210-220-230 10-10-20-40 -30-50-60-70-80-90--100

EL. 650.5

TO OF ROCKFILL

EL. 655.0

24" RIPRAP

12" FILTER

10’

EXISTING GROUND LINE

SAND FILL

4" TOPSOIL & SEED

EL. 682.6

EL. 665.0

1V ON 5H

48" ROCKFILL

EXISTING GROUND LINE

DREDGE

275’

1V ON 5H

EXISTING GROUND LINE

48" ROCKFILL

SAND FILL

GUIDEWALL

2’

EL. 655.0

20 30 40

NORMAL POOL ELEVATION 675.0

A

B C D

E F G H

A B C D E F G

St. Paul District

DRAWING NUMBER:

SHT OF

H

PLAN

PLAN

UPPER GUIDEWALL EXTENSION

SCALE: 1/8 " = 1’-0"

UPPER GUIDEWALL EXTENSION

SCALE: 1/8 " = 1’-0"

PLT

47,48

SCALE: 1/8 ’’ = 1’-0"

0 8’8’ 4’

CONSTRUCTION

JOINT (TYP.)

CONSTRUCTION

JOINT (TYP.)

HANDRAILS

MONOLITH

JOINT (TYP.)

MONOLITH

JOINT (TYP.)

HANDRAILS

24" PIPE

PILE (TYP.)

24" PIPE

PILE (TYP.)

B C D

E F G H

A B C D E F G

St. Paul District

DRAWING NUMBER:

SHT OF

H

SCALE: 1/8 " = 1’-0"

UPPER GUIDEWALL EXTENSION

PLAN

PLAN

UPPER GUIDEWALL EXTENSION

SCALE: 1/8 " = 1’-0"

R 25’-0"

20’-0"

SCALE: 1/8 ’’ = 1’-0"

0 8’8’ 4’

48,49

SHEET PILE

PZ 27

SHEET PILE

PZ 27

C12x25 C12x25

B C D

E F G H

A B C D E F G

St. Paul District

DRAWING NUMBER:

SHT OF

H

2’-0"

SECTION

GUIDEWALL EXTENSION

1/4 " = 1’-0"

44,45

DETAIL

GUIDEWALL EXTENSION

1/4 " = 1’-0"

DETAIL

GUIDEWALL EXTENSION

1/4 " = 1’-0"

6’-0"15’-0"

3’-1 1/2 " 6’-3" 3’-1 1/2 "

24" PIPE PILES

1’-0"

EL. 686.0

EL. 673.0

EL. 665.0

EL. 655.0

EL. 675.5

EL. 680.5

8"

2’-0"

42"

HANDRAIL

6’-5"

12" PIPE PILES

SCALE: 1/4 ’’= 1’-0"

0 4’4’ 2’

HANDRAILS

HANDRAIL

HANDRAIL

POST (TYP.)

C12x25

C12x25

SHEET PILE

PZ 27

SHEET PILE

PZ 27

#14 @ 8’-0" O.C.

(TYP.)

CONSTRUCTION

JOINT

HANDRAILS

NOTES:

1. ALL ELEVATIONS ARE 1912 M.S.L.

4’-0"6’-0"7’-0"

NORMAL POOL ELEVATION 675.0

A

B C D

E F G H

A B C D E F G

St. Paul District

DRAWING NUMBER:

SHT OF

H

EL. 686.00

EL. 673.00

EL. 665.00

EL. 655.00

EL. 686.00

EL. 673.00

EL. 665.00

EL. 655.00

EXISTING

GUIDEWALL

EXISTING

LADDER

HANDRAIL

(TYP.)

HANDRAIL

POST (TYP.)

HANDRAIL

(TYP.)

HANDRAIL

POST (TYP.)

WALL ARMOR

AT 20" O.C. (TYP.)

WALL ARMOR

AT 20" O.C. (TYP.)

APRON

APRON

MONOLITH

JOINT (TYP.)

MONOLITH

JOINT (TYP.)

NEW ROCK

24" DIA. PIPE

PILE (TYP.)

24" DIA. PIPE

PILE (TYP.)

LADDER

MOORING

HOOKS

SCALE: 1/8 ’’ = 1’-0"

0 8’8’ 4’

NOTES:

1. ALL ELEVATIONS ARE 1912 M.S.L.

ELEVATIONPLT

44 GUIDEWALL EXTENSION

1/8 " = 1’-0"

44 GUIDEWALL EXTENSION

1/8 " = 1’-0"

A

B C D

E F G H

A B C D E F G

St. Paul District

DRAWING NUMBER:

SHT OF

H

EL. 673.00

EL. 665.00

EL. 655.00

EL. 686.00

EL. 673.00

EL. 665.00

EL. 655.00

HANDRAIL

HANDRAIL

HANDRAIL

POST (TYP.)

HANDRAIL

POST (TYP.)

LADDER

NEW ROCK

NEW ROCK

APRON

APRON

WALL ARMOR

AT 20" O.C. (TYP.)

MONOLITH

JOINT (TYP.)

WALL ARMOR

AT 20" O.C. (TYP.)

MONOLITH

JOINT (TYP.)

24" DIA. PIPE

PILE (TYP.)

24" DIA. PIPE

PILE (TYP.)

MOORING

HOOKS

SCALE: 1/8 ’’ = 1’-0"

0 8’8’ 4’

NOTES:

45 GUIDEWALL EXTENSION

1/8 " = 1’-0"

UPPER GUIDEWALL EXTENSION

A

B C D

E F G H

A B C D E F G

St. Paul District

DRAWING NUMBER:

SHT OF

H

EL. 676.00

EL. 673.00

EL. 655.00

EL. 645.00

EL. 665.00

LADDER

SHEET PILE

HANDRAIL

(TYP.)

HANDRAIL

POST (TYP.)

NEW ROCK

APRON

24" DIA. PIPE

PILE (TYP.)

MOORING

HOOKS

MONOLITH

JOINT (TYP.)

END CELL

12.5’ 12.5’

FORMWORK AND

WALL ARMOR

REINFORCE

STEEL

PRECAST

APRON

BELOW

MONOLITH

JOINT

PRECAST

CONCRETE

SHELL

3’

(TYP.)

STEEL FRAMES

WELDED TO PILE

SUPPORT CONCRETE

SHELL (TYP.)

STEEL FRAMES

WELDED TO PILE

SUPPORT CONCRETE

SHELL (TYP.)

0.5’

(TYP.)

TUBE STEEL

HEADER AT

MONOLITH

JOINT (TYP.)

REINFORCING STEEL

BET. SHELLS WITHIN

MONOLITH

SHEAR FRICTION

REINFORCING

STEEL (TYP.)

SCALE: 1/8 ’’ = 1’-0"

0 8’8’ 4’

NOTES:

45 GUIDEWALL EXTENSION

1/8 " = 1’-0"

SCALE:

DETAIL 1

44 PRECAST CONCRETE SHELLS, PILES, AND SPECIAL

FEATURES PRIOR TO CONCRETE PLACEMENT

B C D

E F G H

A B C D E F G

St. Paul District

DRAWING NUMBER:

SHT OF

H

USACE -St. Paul 190 Fifth Street E St. Paul, MN 55101