Exhibit_4-ContractDrawings.pdf

PDF 8 MB Posted Aug 18, 2022

Attached to: CLEAN & INSPECT SPILLWAY SUB-SURFACE DRAINAGE SYSTEM OAHE DAM AND LAKE
Solicitation number: W9128F22R0085
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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Amendment W912F22R0085 0001.pdf	PDF	Aug 19, 2022
W9128P22R0085 8-15-22.pdf	PDF	Aug 18, 2022
Exhibit_3-Tables_5.1-5.6.pdf	PDF	Aug 18, 2022

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US Army Corps of Engineers Omaha District

OAHE DAM AND LAKE

PIERRE, SOUTH DAKOTA

CONTRACT ADVERTISMENT SET

JUNE 2022

THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US 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

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.

SUBM I TTED

BY:

CHI EF: XXX SECTI ON

07-Jun-2022 SUBM I TTED

C-H-

I E-F.-X -XX---------=D-=ATE BY:

BRANCH CHI EF: XXX SECTI ON

SUBM I TTED

BY:

CHI EF: XXX SECTI ON

07-Jun-2 022 SUBM ITTED

C-H-I E-F,-XX- X----��DA=TE BY:

BRANCH CHI EF: XXX SECTI ON

SUBM I TTED

BY:

CHI EF: XXX SECTI ON

07-Jun -2 022 SUBM I TTED

C-H-I E-F,- D-AM-SA- F-ETY--��DA=TE BY:

PRODUCT I ON CENTER CHI EF: XXX SECTI ON

SUBM I TTED

BY:

CHI EF: DAM SAFETY SECTION

---'-'01--'-J=an'-'-2

'-'-'000 SUBM I TTED

CHI EF,

ENG INEERING DIV I SION. P.E.

DATE BY :

CAD PROJECT COORDI NATOR

US Army Corps of Engineers

Omaha District

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

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2 3 4 5 6 7 8 9 10

NUMBER

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

E N

U M

B E

E N

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C D

C -3

.d g n

C-001

VICINITY MAP

INDEX

DESIGN FILE SHEET NO. DESCRIPTION

DRAINAGE PIPING - SLAB & WALL DRAINS - SHEET 2 (RECORD DWG MO177-57E5.2)

DRAINAGE PIPING - SLAB & WALL DRAINS - SHEET 1 (RECORD DWG MO177-57E4.3)

DRAINAGE PIPING - WEIR & ABUTMENT DRAINS - SHEET 1 (RECORD DWG MO177-57E1.2)

CLEAN & INSPECT - BASIN SLAB FROST BLANKET & WALL BACKFILL DRAIN COLLECTORS (OPTION 1)

CLEAN & INSPECT - APRON & BASIN SLAB FROST BLANKET DRAINS (BASE)

SPILLWAY STRUCTURE - GENERAL LAYOUT

PROJECT LOCATION PLAN, VICINITY MAP & INDEX

COVER

FIO-3

FIO-2

FIO-1

C-102

C-101

C-100

C-001

G-001

OA05_FIO-3.PDF

OA05_FIO-2.PDF

OA05_FIO-1.PDF

OA05_C-102.DGN

OA05_C-101.DGN

OA05_C-100.DGN

OA05_C-001.DGN

OA05_G-001.DGN

PROJECT LOCATION PLAN

NO SCALE

SCALE:

P R

O J E

C T L

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Y M

A P I

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PROJECT LOCATION

02.0 2.0

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SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

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-X

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-X -0

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®of Engineers

US Army Corps

E N

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C -3

.d g n

C-100

025' 25'

25SCALE.

INCH FEET =1

APRON SLAB

APRON SIDE BLOCKS

END SILL

APRON SIDE BLOCKS

CUTOFF WALL

BASIN END WALLS BASIN END WALLS

SPILLWAY STRUCTURE - GENERAL LAYOUT

S P

L W

A Y S

T R

U C

T U

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G E

N E

R A

L L

A Y

O U

WEIR STRUCTURE

STILLING BASIN SLAB

GALLERY

EAST ABUTMENT &

GALLERY

WEST ABUTMENT &

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®of Engineers

US Army Corps

O M

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H E D

A M L

A K

E B J L K

E H

J U

N E

B J L

K E

H A

L B

A L

W F -2

-X

W F -2

-X -0

ABCDEFGHIJKLMNOPQR

W-2

W-3

W-4

W-5

W-6

W-7

W-8

W-9

W-10

W-11

W-12

W-13

W-14

E-2

E-3

E-4

E-5

E-6

E-7

E-8

E-9

E-10

E-11

E-12

E-13

E-14

P I E

CO-1CO-2CO-3CO-4CO-5CO-6CO-7CO-8CO-9CO-10CO-11CO-12CO-13CO-14CO-15

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

W-7.1

W-7.2

E-7.1

E-7.2

ABCDEFGHIJKLMNOPQR

BCDEFGHIJKLMNOPQ

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®of Engineers

US Army Corps

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C -3

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C-101

025' 25'

25SCALE.

INCH FEET =1

(8" PERF. VCP)

BLANKET DRAIN (#1 EAST)

BASIN SLAB FROST

(8" PERF. VCP)

BLANKET DRAIN (#2 EAST)

BASIN SLAB FROST

(8" PERF. VCP)

BLANKET DRAIN (#3 EAST)

APRON SLAB FROST

(8" PERF. VCP)

BLANKET DRAIN (#4 EAST)

APRON SLAB FROST

(8" PERF. VCP)

BLANKET DRAIN (#5 EAST)

APRON SLAB FROST

(12" CAP)

COLLECTOR DRAINS (WEST)

APRON SIDE BLOCK

PERFORATED PIPE

SOLID PIPE

(BASE CONTRACT) (IN BLUE)

PIPES TO BE CLEANED & INSPECTED

CLEAN & INSPECT - APRON & SLAB FROST BLANKET DRAINS (BASE CONTRACT)

B L

A N

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C T A

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L A

B F

R O

S T

ACCESS MANHOLES

MANHOLE MH-2W

MANHOLE MH-1W

MANHOLE MH-3W

MANHOLE MH-1E

MANHOLE MH-2E

MANHOLE MH-3E

VERTICAL RISER PIPE NEAR THE SPILLWAY CENTERLINE.

MANHOLES ON THE SLAB SURFACE AND THE 5-INCH

THESE 4 SEGMENTS OF PIPE ARE FROM THE 4 ACCESS

BLANKET DRAINS #4 AND #5. THE ONLY ACCESS TO

DOWNSTREAM ENDS OF THE PIPES FOR BASIN SLAB FROST

3. IT IS NOTED THAT THERE IS NO ACCESS AT THE

GOVERNMENT TO IMPROVE ACCESS.

THESE MANHOLES AND PIPES WILL BE MODIFIED BY THE

CURRENTLY HORIZONTALLY OFFSET 2.5 TO 3.0 INCHES.

THE APRON SLAB FROST BLANKET DRAIN #5 ARE

SOIL RISER PIPE BELOW THE APRON SLAB SURFACE FOR

FEET OF THE 6-INCH DIAMETER VERTICAL CAST IRON

12" MANHOLE COVERS AND FRAMES AND THE UPPER 1.5

2. IT IS NOTED THAT BOTH THE EAST AND WEST 12" X

FIO-3.

DRAINAGE SYSTEM ARE SHOWN ON SHEETS FIO-2 AND

SHOWING THE AS-CONSTRUCTED CONDITIONS FOR THIS

DIAMETER AND SEGMENT LENGTHS. AS-BUILT DRAWINGS

ENDING INFORMATION, PIPE MATERIAL TYPES, PIPE

NAMES, ACCESS LOCATIONS, SEGMENT BEGINNING AND

ADDITIONAL INFORMATION REGARDING PIPE SEGMENT

THE PERFORMANCE WORK STATEMENT (PWS) FOR

INSPECTED ARE HIGHLIGHTED IN COLOR (BLUE). SEE

BASE CONTRACT. THE PIPES TO BE CLEANED AND

THE APRON & SLAB FROST BLANKET DRAINS UNDER THE

WHICH PIPES ARE TO BE CLEANED AND INSPECTED FOR

1. THIS SHEET IS INTENDED TO SHOW THE CONTRACTOR

NOTES:

NO ACCESS FROM THIS END OF PIPE (SEE NOTE 3)

FOR DRAIN #5 (OFFSET 2.5 TO 3 INCHES, SEE NOTE 2)

ACCESS MANHOLES, FRAMES AND 5-INCH VERTICAL PIPE

(8" PERF. VCP)

BLANKET DRAIN (#3 WEST)

APRON SLAB FROST

(8" PERF. VCP)

BLANKET DRAIN (#2 WEST)

BASIN SLAB FROST

(8" PERF. VCP)

BLANKET DRAIN (#4 WEST)

APRON SLAB FROST

(8" PERF. VCP)

BLANKET DRAIN (#5 WEST)

BASIN SLAB FROST

(8" PERF. VCP)

BLANKET DRAIN (#1 WEST)

BASIN SLAB FROST

S O

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U E D

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SHEET

®of Engineers

US Army Corps

O M

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-X -0

ABCDEFGHIJKLMNOPQR

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W-4

W-5

W-6

W-7

W-8

W-9

W-10

W-11

W-12

W-13

W-14

E-2

E-3

E-4

E-5

E-6

E-7

E-8

E-9

E-10

E-11

E-12

E-13

E-14

P I E

CO-1CO-2CO-3CO-4CO-5CO-6CO-7CO-8CO-9CO-10CO-11CO-12CO-13CO-14CO-15

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

W-7.1

W-7.2

E-7.1

E-7.2

6.125'

9.125'

10.625'

9.125'

6.125'

10.625'

ABCDEFGHIJKLMNOPQR

A T

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SHEET

®of Engineers

US Army Corps

E N

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B E

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A M

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C -3

.d g n

C-102

(12" CAP)

COLLECTOR DRAIN WEST

APRON SIDE BLOCK

(12" CAP)

COLLECTOR DRAIN EAST

APRON SIDE BLOCK

PERFORATED PIPE

SOLID PIPE

(OPTION 1) THIS CONTRACT (IN BLUE)

PIPES TO BE CLEANED & INSPECTED

(12" CAP)

COLLECTORS (WEST)

WALL BACKFILL DRAIN

SLAB FROST BLANKET &

(12" CAP)

COLLECTORS (WEST)

WALL BACKFILL DRAIN

SLAB FROST BLANKET &

025' 25'

25SCALE.

INCH FEET =1

B A

C K

L D

R A

O L L E

C T

O R

6-INCH VALVE LOCATION IN MH-3E (SEE NOTE 2)6-INCH VALVE LOCATION IN MH-3W (SEE NOTE 2)

APRON SIDE BLOCK DRAIN COLLECTORS (OPTION 1)

CLEAN & INSPECT - SLAB FROST BLANKET, WALL BACKFILL &

MANHOLE MH-1W

MANHOLE MH-2W

MANHOLE MH-3W

MANHOLE MH-1E

MANHOLE MH-2E

MANHOLE MH-3E

NO PIPE ACCESS FROM THIS END OF PIPE

NO ACCESS FROM THIS END OF PIPE

GALLERY

WEST ABUTMENT

GALLERY

EAST ABUTMENT

C L E

A N I

N S

P E

C T S

L A

B F

R O

S T B

L A

N K

E T

W A

L L

SUSPECTED SEVERED PIPE (SEE NOTE 3)

KNOWN SEVERED PIPE (SEE NOTE 3)

SUSPECTED SEVERED PIPE (SEE NOTE 3)

KNOWN SEVERED PIPE (SEE NOTE 3)

DURING THE CONTRACT BIDDING PROCESS.

CONTRACTOR SHALL CONSIDER THESE PIPE CONDITIONS

AT THESE LOCATIONS IS ALSO UNKNOWN. THE

#W-13, RESPECTIVELY. THE AMOUNT OF PIPE OFFSET

MONOLITHS #E-12 AND #W-12 AND MONOLITHS #E-13 AND

COLLECTOR PIPES ARE SEVERED BETWEEN APRON BLOCK

UNKNOWN. IT ALSO IS SUSPECTED THAT THESE

RESPECTIVELY. THE AMOUNT OF PIPE OFFSET IS

AND W-7 AND APRON BLOCK MONOLITHS E-8 AND W-8,

TO BE SEVERED BETWEEN BASIN WALL MONOLITHS E-7

COLLECTOR DRAIN PIPES (EAST AND WEST) ARE KNOWN

3. IT IS NOTED THAT BOTH APRON SIDE BLOCK

CLEANING AND INSPECTING THE PIPE.

WILL BE REMOVED BY THE GOVERNMENT PRIOR TO

CURRENTLY IN THE CLOSED POSITION. THESE VALVES

BLOCK COLLECTOR DRAINS IN 1985-1986. THEY ARE

AND MH-3W AT THE DOWNSTREAM END OF THE APRON

VALVE INSETS WERE INSTALLED INSIDE MANHOLES MH-3E

2. IT IS NOTED THAT 6-INCH DIAMETER BUTTERFLY

SYSTEM ARE SHOWN ON SHEETS FIO-1 THROUGH FIO-3.

AS-CONSTRUCTED CONDITIONS FOR THIS DRAINAGE

LENGTHS. AS-BUILT DRAWINGS SHOWING THE

MATERIAL TYPES, PIPE DIAMETER AND SEGMENT

SEGMENT BEGINNING AND ENDING INFORMATION, PIPE

REGARDING PIPE SEGMENT NAMES, ACCESS LOCATIONS,

STATEMENT (PWS) FOR ADDITIONAL INFORMATION

IN COLOR (BLUE). SEE THE PERFORMANCE WORK

PIPES TO BE CLEANED AND INSPECTED ARE HIGHLIGHTED

COLLECTORS UNDER OPTION 1 FOR THIS CONTRACT. THE

SLAB FROST BLANKET & WALL BACKFILL DRAIN

THE APRON SIDE BLOCK COLLECTOR DRAINS AND THE

WHICH PIPES ARE TO BE CLEANED AND INSPECTED FOR

1. THIS SHEET IS INTENDED TO SHOW THE CONTRACTOR

NOTES:

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

C L E

A N I

N S

P E

C T S

L W

A Y S

U B

D R

A G

E S

Y S

T E

R R

E S

O U

T H D

A K

O T

O A

H E D

A M L

A K

E B J L K

E H

J U

N E

B J L

K E

H A

L B

A L

W F -2

-X

W F -2

-X -0

ABCDEFGHIJKLMNOPQR

W-2

W-3

W-4

W-5

W-6

W-7

W-8

W-9

W-10

W-11

W-12

W-13

W-14

E-2

E-3

E-4

E-5

E-6

E-7

E-8

E-9

E-10

E-11

E-12

E-13

E-14

P I E

CO-1CO-2CO-3CO-4CO-5CO-6CO-7CO-8CO-9CO-10CO-11CO-12CO-13CO-14CO-15

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

W-7.1

W-7.2

E-7.1

E-7.2

6.125'

9.125'

10.625'

9.125'

6.125'

10.625'

ABCDEFGHIJKLMNOPQR

CORPS OF ENGINEERS U.S.ARMY

lov.El.l.f'81.0

Yent J pump rm. f'loor dra/n,E/1649.O

· iSum12 Dram lmr: · , 1 Piump

I iSloplo9 sloro9e .s/ol dro1i7,c!ICIC S----;

-- El.I lo sump 1 , , £ I 1:<-..1 I -

4 '� Cem. A5'J.pipedn:1i l�'ne m collector pit fJ.5. Woll I slab frosf blor;kef on-orerfl 'Pvfmenf

IG'-0" /6'-0"

SWSd W6s

I �1 _ I

16'·0" /6'·0"

. fzslf'lld,SW!Zs� 24"CM.P. weirdroin

JI I

F (T9p1ca

5W!5d

I I

I 11 · SF-50

. 4'·8"

/!VI.I

onfr.Jt

Non·overf'fow aPl/fme11f droi

24-"r/(CMP.C/x.Jnne,s) Abufmenf drain

Ahnoltlh P3 Oroins Sf 20· wlh P.40roins SF Z6 ·5r3! l,fonoltlh r01ns SF 32-5 ono!tfh P-6 Drvins SF .38-5E43 ilbnohi'.(,, P- 7. Drains SF44-49 autter El, 1511.02

Sfoplog sforoge shf drt:Jth,, El/616.5 above

SECTIONAL PLAN A-A

eonfr.Jf.

/6'-0"

S_CALE : f INO-l -1 FOOT tf -f,,.-1 !"z-,-1f,,,,1:

T --- - . ,, Stop!og slot and rent pump

• .!;;_,;;_,_ ,dJd.:z,Q_ � , room dn:11i7 lti?e_, '1-"r! ccm.

� �,, - A, r4" Cem-Asb. f.lpe sle_e�e I asb. pipe

: ', � /0'¢Cem,-ib.pipe � i\ 1

• "C.,'.P.ri•-j ··;:::,.- ---

�---+' _ _:�' � _ _((J_P."!..,if:!ce::..cs�/.�ee<:_1v".':e'L==;J#;t:=::Jj±::::::::'.:ij+ii...._..�-----c__,,C:::::::::;:.___� - = !..-2'16�raw

I water infake

"C.M.P. cho1117e/ m · drain 1577.0.

El 1-rz, o

- £/. /568.0

SECTIONAL ELEVATION C-C

SCALE: 1\ INCH• I FOOT

IZ-0 �- 10'

Z4'C.#.P.chonnel abvfmenl- drain

PROFILE ON � WEIR DRAINS

LOOKING DOWNSTR.EAM

SCALE: I INCH•20 FEET �

16'-0" t.,;11 I .,,,,J · �• �

25'-0" -�- · ·--· ---·-- . � --·-�----- 45'-0"

Confr.Jt

2"¢ Cem.As/;,pipe (embedded J II t shb frosf bkmA-ef dmin -c droi:)

Fi- oce ofabulmen ,��-abore £!. /j"g6_j'

Confr.Jt.

' 7�9- 8"¢ Cem.-A.sb.pipe

(embedded} non-overflow , ��,J..S<'.!.=1!.-"'-"''-' abufmenf dra1'n /;/ ·

16'-O"

�-�r----- - --.

_,,4.!-:

Oroins 5F52-56

WEST ABUTMENT

6'cl7ed ve,/ve,b, · · mtd., 1¼:rlwo · ·

9eerarsq1.1, 9ua re: .:slol rheod dra.

d bro�s

-9/(f, or e 6"C .l Cov,Pf,· one. -�-�

. l.597.e5

S£CTION E-E

- GALL£RY OVERFLOW DRAIN

SCALE: 1 INCH = 1 FOOT

12·· 0 1' 2' 3' ,.

1., I I I e I e I· 1 I 1 ,I

GENERAL NOTES:

I. For drain collector coup I ing detai I oc-curring at al I vertical contraction joints

· see_drawing 51El33. · '

For section F-F, see drawing 57E2. fJ

THIS DRAWING HAS BEEN RED�ED TO

ONE HALf THE ORIGINAL ·SCALE

�B�, 24'CJ.f.P. chomel

Trace of' non-overf'lotv obutmenl- dro/n

E/./583.0 /7r----,,-C--t:;!l�-- ·;;::::---- 5.-"-"c!..<J,/;J""---(B..;C.=-::- -·----- --- ------- -- - .• --------- , __ _ jn riser - �-S. PVClll l �klb fros/ blonlref drai11 co/�rs nv.£1. /St:JI.J.'J Add Rev lsed enc ire led Items. Drawing reissued

24-'t'. /.f.P. dxmnel abufmenf {/r171n

. . 1ctrtE.!58Z0 Trons//erse abufmenf drq1'n lofted plosficpipe ,:ioflon droin rigid plasfic pipe rhflon drain

SECTIONAL ELEVATION D-D

SCALE : � INCH • I f'OOT

THIS PLAN ACCOMPANIES CONTRACT NO.

DA-2!5-066 - eng.

DATE

DlSIGNIO IY, DaAWNIY, TRA.aD IY, CHKKID IY, w 1th th i.§_ ad(!endum.

J.J.H.

C.R.5.

C.R.S.

E.R.J.

DESCRIPTION

REVISIONS

U. S. ARMY ENGINEER DISTRICT, OMAHA

CORPS OF'. ENGINEE�S

OMAHA, NEBRASKA

MISSOURI RIVER

MADE

S.sKTIOM

OAH£ RESERVOIR

SPILLWAY STRUCTURE

ORAi NAGE & Pl Pl NG

WEIR & ABUTMENT DRAINS

SHEET I

DAT£

APRIL 191f

MO 177-57 E 1.1

-SHEfT

APPR'O

FIO DRAWING - 1

g6edxbjl Rectangle

CORPS OF ENGINEERS

El.1581.83 f?.4772 Norbi?g line

Slob fros/ bhntcf and ;roll bocl:fi!I dro1i7 colleclors, f1/esf side only

·-r

I I I

- L

E-2 E-3 E-4

G"¢cem osb pipe wall bocff'!II brains ('lyp)

FLOW. -

Zstx:s@8'-8"

8"¢ slob frost blonl:ef drain line #2 ----

8"¢ slab f'rosl blonl:ef drain ltne cill iEl.1582.33 cl -Psooo_, _--'-L..-- _______ --�==--

C wall and slob drains S!Jm.

SEE DETAIL "A*

obouf i except os doted w

·'.)I

SEE DETAIL "B"

(.El/608.5

SEE DETAIL"B''

12"¢ cem.osbpipe, drain co!leckr

8"tp �rf. Y.C.P.

c5"¢Cern.Asb.pi

Pack all arOt/1'1(/ wifn oaA'v.

(TtJplcal) PLAN·

DETAIL "E.

·NO SCALE

SEE DETAIL "B."

iiF=cl:=..+--c-.- SECTION F-F

PLAN

SCALE: 1 INCH= 10 FEET

10' 0 10' 11111111111 I t El.1589.0 52'-6"

;,¢cemasb.pipe, foe e

E-9

-- L4''? cem.asb.pipe, apron side b!ocl.: droln

8 "¢ :,/ab f'rast bkmkef droin line #.J

NO SCALE

le. "¢Cem.Ash.plpe z::r IONCem.AsiJ.

rerivein9 fee

Apron side bloc.

E-11

U.S.ARMY

GENERAL NOTES:

L For Sections and Dd01Js xc dwg.M0/17::52£5 Z. For drain colleaforcoupling defc,ils occvrrir79c,f-ql/

' vertical consfrvcflon or confracflon j:Jinls, see Owg. �I e 133 wlfh epoxyc

I,, DETAIL "F.

SCALE: 3 INCHES=l FOOT

3" 6" 11H t I ' I I I I I ' ' I

4"¢ cem asb. pip::,· apron side bloct drain

E-12

E-13 E-14

Cufof'f' wall ·

8"¢ slob frost blanket droth line #5 ---�LIii i E/./588.83

SEE DETAIL"A"

6-61 Revised encircled Items. Drawing reissue

DATE

DRAWN IY,

TIACID IY,

with this addendum.

C.R.S.

C.J.R.

U. S. ARMY

DESCRIPTION

REVISIONS

ENGINEER DISTRICT. OMAHA

CORPS OF ENGINEERS

OMAHA. NEBRASKA

MISSOURI RIVER

MADIE .

OAHE RESERVOIR

SPILLWAY STRUCTURE

DRAINAGE & PIPING

SLAB & WALL ORAi NS

SHEET I

DAn

APIUL 1911

APPR°D

THIS DRAWING HAS BEEN REDUCED TO

ONE HALF THE ORIGINAL SCALE APPRO

THIS PLAN ACCOMPANIES CONTRACT No.

, MODIFICATION NO.

'DRAWING...,_

MO 177-57£4.I

SKer

FIO DRAWING - 2

CORPS OF f:.:N(:;tNt:.t:.t<::, f 6':,ccn:, ash.

ptpcrtser

SEE DETAIL "Bn

2'·0''impcrvious layer E-7

6"� cemosb. p1jK: riser 6"¢ cem osb pipe riser 6"¢ cem.osb. ptj:x: bocl:f'il/ 6"�cem osh, co 17, see f}efoll "C'

.�----.,,.,=-r+--d,_,;_�_,z· conncclors ---,4��(Typical f'or fop of all droln collecfors)

--, E-7.1 E-7.2

'I G"¢ Cem.Asb.pipe rlser

; : 6"1' ccm osbpipe

·I· lop of' slob-£/.15900 End Silt El.1596.5 Culof'f fVol(

:Vp of s/ab, OS end of' Endsil?fl./596.5..

· la -�f'Cufof'f' 11f?(tcl.!596.5 k--.---,,-,-,--,-,:--:--,-,-,-.,.-,--L.--�-,--� .• �. r

�:.-_c:4·_.:;:·�_.:;l

�·i_·

-'.,f,:c.,;m-'c-:-�· #. Troce of' Cllfof'f' /'hi/

- J-----,:::::,....; 2"¢ cem. osb. pipe dro1i? collcclor

12"'1 ccrn. osb. pipe droin callee/ors

. , . end sill drain trench tmosa45", ----'----i 6"¢ •'_

£1.Yartes

3'·0" Graded /'1/fer mofer/q/, Cf/ ccrn. osb p/oc bocl:fi/1 drain co/lcclors

� · I, h /'2",,,cern.osb.pin,.., shb f'rosfBasin stde uro1n �nc ,.. ,-,-.

blontd & wall /xxKf'ill droin collectors

SECTION A-A

SCALE:¼ INCH=l �OOT 17'0 5' 10' 15' l,l 11 e, I e, e e It, et I

Frame & cover, /Jecnah e- 7514 or equal

Top of' wall

3-/"¢ anchor rods

/"P.

6° r/ ccm. asb cop l"v/ 21-f•¢holes

DETAIL "C"

SCALE: 3 INCHES= 1 FOOT

O 3'" 6" 12•

€"¢ long po/tern Cl. sleeYe ·.

Clow ,(Jo/1/f-570 or • • · ·

SECTION B-B

SCALE:l INCH=l FOOT

E/1596. 5

!'-6"5lob

�.l;!

� -Q Fros blonfrf m:111/.

Shale -=iz,=�1

SECTION E-E

SCALE: ! INCH = 1 Foo·

::. Slope cone.

fodratn

6"¢ C.l shorf bod(/ 90 °e/l, Clow ,<Joi'/ F-800 or e9uol equal

��H---1,1

,Top f' 6"¢ cem osb ptpe

6"¢ CJ spigot d flange pipe ----�"

DETAIL "B"

, SCALE: 1� INCHES = 1 FOOT

12" 9" 6'· 3" 0 1' 1111111111111 I

Frome J cover, llccnoh l?-6662-A

4. #4 y 3'-0" re-bars, dr/1/ [•¢ holes across corners of frame rt/. Sp/llwoq, P.SCXJO

6"� gale valve w/ non-rising stem

G"rfCI wall drain, . u. · tvodc W4606 or

. equal

· 4

� - �..--4+-....L

PLAN

E/15900 lop of' slob or equal, >Yt/h cl'st.bro173e bolls 6"C.l fcrr<Jk w/ ti /y� "IY bor handle brass plug .ct ace of wall

-1-_,J,,___ ____ -\r--�-,-':,'--=�

'El.15965

E'iscr 8•sfob f'ro� § GnCI. s01/ pipe blcntel dro,n, "° • 2'-0" Z'-0"

Ltile"'l-£/.158Z.tJ3 ,' "> Line1Z·E/.l582..3J t.o o Ltht:: "3.,�4J#5 ' E!.IS8883 B"Y.CPLP. ell

DETAIL ''A•

SCALE: t INCH= 1 FOOT

8"x 6"V.CP reducer

\.shok\

Concrck pod

12" 0 1' 2' 3'. · 4' .·I.I, I I ' I , I , • I

SECTION Y-Y

�-'-'-._:_,....=....c�- 'I) d

1\ �

Trace of' l_)ocenf slob .1590.0

DETAIL "D"

BASIN DRAIN - EAST SIDE ONLY

SCALE: 1 INCH= 1 FOOT

12· 0 12" 1111111111,d I

"--- rrosf blonl:-cl �

Graded ftllcr maier/a/

.. 0 l'-8" 8",oerf V.CP

SECTION C-C

SCALE: 1 INCH= 1 FOOT

-4-��-----�-��f-- 6"/C/ J/Klll drain, C f'Vadc W4606 or e9ual .3'@ race of' wall

,f • •

. Toe of' Biock E-5

S£CTION X-X

THIS PLAN ACCOMPANIES CONTRACT No.

DA-2!5-066--.- , MODIFICATION No.

9'-0" End Sill

10'-0"C lo 'f' fU::7/1

� Oro1n ltne *Z.£nd Sill.E/1582.33 Drain lirr t15, Culof'f Woll, E/1588.83

SECTION D-D

SCALE: t INCH = 1 FOOT

DATIC DDCIUl'TION -

U. S. ARMY ENGINEER DISTRICT, OMAHA

CORPS OF · ENGINEERS .

.J • .J. H.

C.J. R.

OMAHA, NllillRASKA

MISSOURI RIVER

OAHE RESERVOIR

SPILLWAY STRUCTURE

ORAi NAGE & Pl Pl NG

SLAB & WALL DRAINS

SHEET

DA11

1,., .. __ v'v MO 177-57 E;5

SIIRT ••

FIO DRAWING - 3

Cover

Project Location Plan, Vicinity Map & Index

Spillway Structure - General Layout

Clean & Inspect - Apron & Basin Frost Blanket Drains (Base Contract)

Clean & Inspect - Slab Frost Blanket, Wall Backfill & Apron Side Block Drain Collectors (Option 1)

FIO DRAWING 1 (MO177-57E1.1)

FIO DRAWING 2 (MO177-57E4)

FIO DRAWING 3 (MO177-57E5)

File details come from the government source that posted it. Updated Aug 18, 2022.