HC Naponee SOW Plans_REV_1_5_26_2021.pdf

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DEPARTMENT OF' THE ARMY

SECTION C-C

Sc.•�:.14"•1'-0"

StCTIONAL ELEVATION C-C Sc•le:Jt""l'-0"

N/egg:' Fl�.;

PLAN OF INTAKE -MQNOl,ITH NO. 7 Sc•le;)."•1'-0"

SECTION F-F SECTION E-E

No Sc•I• No Scale lVg,,le:1f#nd

G-:,fa,,d,-,d,-� ll'>d�reinrnol

PLAN OF GATE STANO PLATFORM

98"/ery'}'----·\

!''xd' i D- /6",.@.__� ___ .J

PLAN OF INTAKE -MONOLITH NQ 25

Sc•le,Ji."•l'-O"

MONOLITH NO. 2!>

Sc•le:}\"•1'-0"

SECTION B-B

5c:•le: ,� .. 1·-0·

CORPS OF ENGINEERS

•H,,,,,.dgv•->h /t,kt,¥><f�"".J

•dt!vtee

.s-cl,,�/-

ELEVATION J-J

Sco1le:J\"'•l'-O"

RECORD DRAWING

CONTIIACT ..a. w-:n-oze-u.c.-l!e3 l'l:(PU19LICAN l'l:IVER, NEl91'1:ASKA

HARLAN COUNTY DAM

CONCRETE DAM

BULK.-.EAO

IRRIGATION CONDUIT

lnB4Shttls ShHI No. J& Scale:as shown o a M M PLATE NO. 42

FOR REFERENCE ONLY

f.'1111':1 US Army Corps ofEngin&llfS

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Reference

Number:

FIG001

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TOP GIRDER (1)

STIFFENERS (8)

B

A

---·18---

6:5 2=�1 �

SECTION A- GIRDER (TYP) 1.75

DIMENSIONS ARE APPROXIMATE AND ARE PROVIDED FOR INFORMATION ONLY

CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS PRIOR TO BIDDING

ENTER GIRDERS (3)

3.5

SECTION B - STIFFENER (TYP)

THICKNESS:

TOP GIRDER: 1-3/4"

BOTTOM GIRDER: 1-1/2"

CENTER GIRDERS: 1-1/8"

STIFFENERS: 1-1/8"

SKIN: 1-1/4"

OTTOM GIRDER (1)

FOR REFERENCE ONLY

f.'1111':1 US Army Corps ofEngin&llfS

KansasCityOlstrid

Sheet

Reference

Number:

FIG002

EXIST!NO NORTH

INTAKE STRUCTURE (M].

I EXISTING GRATING r

A . rRACKETCORBEL

:1 (). SD I ,='�.'-,,t aa9S'r\-r+,�--;sH-c:;i

EXISTING

TRASHRACK

SLOT

EXISTING

STOPLOG SLOT

CONTRACTOR

PROVIDED

TEMPORARY

SHOR I NG PANEL:

V

• I .• I• I

A I ·I •

I' .

A :

·1 1'

A i

�-+++-t--+---,f-r --7 , A

PLAN

EXISTING DAM

SCALE• I' • 100'

EX[STINO GATE

OPERATOR STEM

EXISTING GRATING

RECESS TO REMA I

EXISTING GRATING

BRACKET CORBEL

SD-10 50·101

EXISTING

TRASHRACK

SLOT-

EXISTING

STOPLOG SLOT

EXISTING INTA

STRUCTURE-._

CONTRACTOR

PROVIDED

TEMPORARY

SHORING PANEL,

E v EL 19205D-10 SO·l0 ="-c"7'4t--lt-

-l!

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REINSTALLATI

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EXISTING

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SLOT

EXIST 5' -6' DIA IRRIGATION

CONDUIT (ABOVEI

r . !· 4

4_

4_

FJ....---,MIN. l •' DEEP

LOCAL! ZED OEMO

FOR EMBEDDED

STEEL

EXISTlNG

2' ·10" DIA

IRRIGATION

CONDUIT

EL 1949.50

G SECT I ON THRU STOP LOG SLOT

50·10 50-101 EXIST SOUTH INTAKE STRUCTURE (M25)

SCALE• 3/4' • 1'·0'

RECORD DRAWING AS-BUILT

MAt<0-12018

CONTRACT NO. W9120Q.14-C-1078

CONTRACTOR

PROVIOEO

TEMPORARY

SHORING PANEL

L----- INTAKE STRUCTURE

: SYMMETRlCAL ABOUT� (TYPJ I I

SD-101 EXISTING SOUTH INTAKE STRUCTURE !M25l SCALE• \/4' • l' ·0'

EXISTING

MONOLITH

JOINT, FV

EXIST 2' ·10' DIA IRRIOATION

CONDUIT (ABOVE)

E PLAN II EL I 921

EXISTING

MONOLITH

JOINT. FV

S0-10 SD-101 EXISTING SOUTH INTAKE STRUCTURE (M25l SCALE• l/4' • I' -0'

EXISTING GRATING

BRACKET CORBEL

LEGEND•

NOTES•

INDICATES LIMITS OF

CONCRETE REMOVAL

1. F'OR G£'Nf.AAL N[)flc.S sa. !l�IIIN!'.i ,c;unt,.

2. BETWEEN EXISTING SOUTH INTAKE IM25l SLOTS•

•SAW CUT EXPOSED TOP SURFACE AT NEAT LINE

• TOLERANCE ON DEPTH OF OEMOLI T ION

·I "/-0" OVER HEIGHT OF SLOTS

l..!!tU;,,."',;U;;;!"""""""""§iiiiiiiii i"i """"��

4 2 I O

SECTION THRU MIDDLE OF STRUCTURE SECTION THRU MIDDLE OF STRUCTURE TYP CONC REMOVAL LIMITS SCALE• •' • I' ·0' SCALE• I' ·0'

EXISTING NORTH INTAKE STRUCTURE CM7J

SCALE• 1/4' • 1'·0"

EXISTING SOUTH INTAKE STRUCTURE (M25l

SCALE• 1/4" • I' -0'

SD-101 EXIST STRUCTURE CM25) FROM EL 1920 TO EL 1949.50

SCALE, 3/4' • \' -0'

FOR REFERENCE ONLY

]MdeJ0f 1p0

SC�t.L• l' • 100' i'

21>!

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Polygon

��--�-•-<"'Iii---= i�- "" i�{��J�r�8�rnRE ( H7 A s-10 s-101

EXIST!t,C; NORTH

INTAKE STRUCTURE < M7

NOTE•

l. FOR GENERAL NOTES SEE DRAWING 01003, 2 I 0

SCALE• •• • I ·0"

100 20 0 100 200

SCALE• l' • 100' -0'

PLAN

EXISTING DAM

SCALE• I" • 100'

ELEVATION

EXISTING DAM

SCALE• I' • 100'

EXISTING

EXISTING K:--,

MONOLITH JOINT, FV f EXISTING AIR VENT, FV

GRATING RECES_ P,,-!'-'r-+--�-�

�----+--+-+,_ _______ J

CONSTRUCT

STOPLOG SLOT

,Gp., CONSTRUCT

TRASHRACK SLOT

, -•-••••••••••"'" ICAL.. A80UT LC

REINSTALL EXIST G EXIST 5' ·6• DIA CONDUIT

SUPPORT BEAMS AND

S EXISTING GRAT!

4 _ o I

EXIST AJA VENT. FV

4 _

4 _

EXISTING

Met-lOLITH

JOINT, FV

�INTAKE STRUCTURE SYMMETRICAL ABOUT L

INSTALL C9Xl3.4 ( OF 2' -J0" EXIST OJA CONDUIT i�l2�t�r�8�rnRE ( M25 B K

S-10 S-301

GSATING sueeORT B:• ,Gp,, S-10 S-101

EXISTING SOUTH

" _i'.':

r�;:;- P-, riil :'

INTAKE STRUCTURE !"'25

i

I

EL 1939

EXISTING

MONOLITH

JOINT, F¥--..

,c.p,, EXISTING

7' ·0'X7' ·0'

SLIDE OATE

BEYOND

INV EL 1920

TOP 01=' INTAICE

STRUCTURE

CORBEL EL !918

BOTTOM OF

CORBEL FRONT

FACE EL 1916

The design anddrawingsofthelrrigationApproach I StructureMod1fic.1tionwereprovidedbv BergmannAssodates.

RECORD DRAWING AS-BUil T

MARCH2019

CONTRACT NO, W912D0-14-C-1078

A PLAN I!! EL 1952

S·l0 5·101 NCFITH INTAKE STRUCT�E IM7)

SCALE• 1/4' • I' -0'

CONTRACTOR

PROVIDED

NEEDLE BEAM

B PLAN I!! EL 1952

S·H'l 5·101 SOUTH INTAKE STRUCTURE !M25>

EXIST GATE

OPERATOR STEM

SCALE• 1/4' • I' -0'

\ DI=' EXIST 2' ·10" OIA CONDUIT

I f-...... -.....,==,.,..,.==,.,,f,.., i==±===--,----,1 ___!�1

EL 1951

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5·10 S-101 EXIST!� NORTH INTAKE STRUCTURE (Ml)

SCALE• 114" • \' ·0'

CONTRACTOR

PROVIOEO

NEEDLE BEAM

EL 1939

TOP OF INTAKE

STRUCTURE

CORBEL EL 192

BOTTOM OF

CORBEL FRONT

FACE EL 1918

D

-- _ _. II

_______ I ______

10'·0" (INTAKE STAUCT�E)

ELEVATION

H

EXISTING

MONOLITH

JOINT, FV

S-10 S-101 EXISTING SOUTH INTAKE STRUCTURE (M25)

SCALE• 1/<I" • l' ·0'

FOR REFERENCE ONLY

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Number:

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SCALE• !/2" • l' ·0"

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VENT, F

EXISTING 5' ·6' DIA

IRRIGATION CONDUIT (8EL0Wl

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4 4

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CONTRACTOR PROVIEeD

TEMPORARY SHOR I NO PANEL

REINFORCING ANO NEW SLOTS

ARE SYMMETRICAL ABOUT (d ft. OF EXIST 5' ·6" DIA CONDUIT

E PLAN C EL I 930

S· 10 S· 102 NORTH INTAKE STRUCTURE < M7)

5·301 SCALE• !/2' • I' ·0"

<l

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<l

<l

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•S W/ STD

HOOK o 2' ·0•

WI 3' ·0• PROJECTION

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HOOK O 2' ·0"

W/ 3' ·0' PROJECTION

TRASHRACk

BEARING

SUPPORT

TRASHRACk

BEARING

SUPPORT

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;:r;..,a;tif1::1���g!�:et����r�eaJ i�; Approach Bergmann Associates

RECORD DRAWING AS-BUil T

MARCH2019

CONTRACT NO. W91200-14-v1076

I

EXISTING 1-0NOLITH JOINT, FV

4 4 4 : 4 " 4 4

<l

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<l I <l ·_10/18 �4 1

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REINFORCING AND NEW SL□✓t OF EXIST 2' ·10' DIA CONDUIT ARE SYMMETRICAL ABOUT f:

H PLAN C EL 1945

S·J0 S·J02 SOUTH INTAkE STRUCTURE !M25l

SCALE• l/2' • l' ·0'

EMBEDDED

��-�STOPLOG GUIDE

EXISTING 2' ·10' OJA

IRRIGATION CONOUIT 1BELOl/l EXISTING t-ONOLITH JOINT, FV

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<J 4 f

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I

<l <l

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REINFORCING ANO NEW SLOTS

ARE SYMMETRICAL ABOUT f: (i_ OF EXIST 2' • 10" DIA CONDUIT

G PLAN C EL 1930

S·J0 5·102 SOUTH INTAkE STRUCTURE <M25l

S·302 SCALE• l/2' • l' ·0'

<l

<l

CONTRACTOR PROVIDED

TEMPORARY S1-0RING PANEL

NOTE•

I. FOR GENER,'\L NOTES SEE DRAWING Gl00

SCALE• t' ·0"

FOR REFERENCE ONLY

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Reference

Number:

FIG005

I

•4E BAR

EL 1939

OPTIONAL

CLASS 8

SPLICE I TY

•7E OOWEL,

DRILL ANO CEMENT

GROUT, SEE NOTE

!NV EL 1921.50

EL 1920•

EL 1918•

C FOREGROUND)

t> t>

Ci_ CF EXISTI NG 2' ·10' OIA CONOUJT I

�INTAKE STRUCTURE SYMMETRICAL ABOUTLC

I I I

•4E L-BAR W/

I' -0' EMBEOMENT

EXISTING MONOLITH

JOINT, Fv

EL 1951

CJ EL 1949,'50

EL 1939

CONTRACTOR

PROVIDED

TEMPORARY

SHORING PANEL:

•7 OR •7E 00\iELS TO MATCH VERTICAL

EXIST GATE

OPERATOR STEM

N t����� E

��o�t� E

J� G

N6T�� J · A2� ',:

LL

'----++--4+---ll-+-l+-fl-t--H-f"'arl

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I t>

I t, J .I t>

1 I t>

1 I t, 1 I

I 1 t>

I :

t,: I t>

11 t, I J I ·I t>

1 I t> t, I : t, I 1 I 1 t> t> t> t, EXIST AIR VENT t, EXIST CONDUIT

II -...-�ll--��--�-J

L SECTION

5·10 5·302 EXISTI NG SOUTH I NTAKE STRUCTURE <M25>

SCALE • 318' • I' •0'

•7E DOWEL, DRILL

ANO ACl-lES I VE GROUT

•7 OR •7E OOWELS TO MATCH

VERTICAL REINFORCEMENT

<SEE OWG S-102>, DRILL ANO

ADHESIVE GROUT, SEE NOTE 0----t+---H-!i-H-+t-il

EL 1920•

CHANGE IN DOWEL EMBEOMENT

DEPTH ANO GROUT MATERIAL

EXIST CONC MONOLIT

M SECTION

t, t> t, t> t, t, t>

5·10 5·302 EXISTING SOJTH INTAKE STRUCTURE CM251

SCALE • J/8' • I' •0'

t> t> t> t, t, t, EXIST SLICE GATE

J�r��t� s

/:M a

;�J;:;��l!!�:et���i1:dtib� Approach Ber11mannAssociates.

NOTES•

I. FOR GENERAL NOTES ANO CONSTRUCTION

SEQUENCE REQUIREMENTS SEE DRAWING 01003.

2. FOR CEMENT ORO

2' OJA HOLES I

TREMIE GROUT I

PROVIDE CEMENT·

GROUT HAVING A

5,000 PSI AT 7

, DRILL

E CORBEL.

DOWELS,

RUCTURAL

H OF

3. PROVIDE EPOXY-COATED lEf OR UNCOATED

DOWELS TO MATCH COATING CONDITION OF

VERT I CAL REINFORCEMENT,

RECORD DRAWING AS-BUil T 2 I 0

MARCH2019

CONTRACT NO. W912�1�1078

SCALE • •' • I •0'

FOR REFERENCE ONLY

r.111'1 US Army Corps ofEngin&llfS KansasCityOlstrid

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Sheet

Reference

Number:

FIG006

I

Line