B.08.02 DRAWING PACKAGE_HST_SLIP_LINING_17_AUGUST_2022.pdf

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General Notes ?bpo,graphy by Chicago Aerial Survey ,:;fandard

{Y?Ofogrammctric process -from aerial pho/vgraphs t-aken in 1.974-.

Missouri sysf&f'I 0:1

5 6 7

VALUE ENGINEERING PAYS

8 9

NORTH ACCESS ROAD CENTERLINE ALINEMENT DATA

P. I, LATITUDE DEPARTURE DIST. AZIMUTH STATION P, C: STA. P. T. STA. 6 D I T R L

_'?_ __ 7§{0!Z� a144.3J/9 -- � _ orao_=Le·v;e_ __ S/�_. ___ iz-;,.oo -·· - - 1940/, /J2'34'l0' Gi ,G, ,-1�-J-----+---+---+---1 ;L;!Jf/J2<!£.?2i�E40tJZ

?:G6.IS '5Z�4,10

_185.0J /7518 -,-o� $'-tii'!J'7iffoo /55:G'T 7fJ]lf

761283.f'E 818./18.21 1132331 I I

BENCH MARKS

T8tvl R8-I Abouf 80? r_5. /450' E of'N.W cc.r. Sec 17, r-40-N,R-Z?-W B�nfon Co,l>'io .. A R.R sp1kcZO'above grd /n 5.W. 5ide of' irip/r.! 10" maple. 120'! f of'Sf,,::;. 1/100 Elev: G6'.(}9/

TBM R8-3 900'£.(IOOCJ'S of" /Y. ¼5�'c 17,, 7-4(}-Jlll,R�ZZ-W Den/on Co,Mo .. A RR spik.r:: 0,8\J/)OP�: g1d 1h W 51de of /8''.sycamore.

103' L/; or :5f.:� . .33f25 E/(?v,663.49

TBM RB-5 _400'5 t 4()tJ'W of' N. ¼. cor: 5:-x:.ZO, T-40-N,R-CCW., 30' Rt: ot'Sfa. 68fe5 In£ side cf' ZO'' rm;1pk. A RR.spike 05' above grd Elev. GG2.3I

Tt3M R8-!0 fiOtJI N (; /300'//l ofcenferor Sec. ZtJ,T-40-N,R-ZZ-W, �--------------------------------, GG'ffl:of PO. T /36/-CO, inside of' /CJ"/:xJ;.e/d�r, a RR spike

MIDDLE HAUL ROAD CENTERLINE AUNENMENT DATA 0.5' 8bove grd Elev 660/i5 01sT. t1zMur1, , STATION r. c.sT\ r:::;.:� I'., LEGEND

DRAINAGE STRUCTURE--·-·- _______ , _____ ::J------------

BENCH MARK ____ . __________ --------------.. .0.

DRAINAGE DITCH .. __ .-- • • • --

OVERFLOW WEIR STRUCTURE ___ _

EXISTING UNITED TELEPHONE COMPANY

BURIED TELEPHONE CABLE ___ _

EXISTING UNITED TELEPHONE COMPANY

AERlAL TELEPHONE CABLE ..... _____ _

EXISTING MISSOURI PUBLIC SERVICE

COMPANY 12KV POWER LINE ______________ _

EXISTING SOUTHWEST ELECTRIC

COMPANY 12 KV POWER LINE-------------

LEVEE UNDER CONSTAUCT!ON-----·-+-+-

CONSTRUCT LEVEE- .... ---·----- t t

CONSTRUCT BANK STABILIZATION ______ • • • • • • • • •

MJtE:

Worf. ,;"? this r.oni"ra,1f will Involve the bank (west) of the Os.;;;9e River the rock _stockp,Je are.a on the across 'rrom n9ht b:;mk l7+00.

taken rrom Geode fie 5ouf h

OSAGE RIVER, MISSOURI

HARRY S. TRUMAN DAM & RESERVOIR

DOWNSTREAM MEASURES

RIGHT BANK LEVEE

GENERAL PLAN AND ALINEMENT DATA

No. A2

CHIEr.0,,1.l,IS�FOUNPATIO'!S ECl

CQl,l�ll[D ., on�ll'I< v-

R .L.D D,E,S.

Scale: as shown

U.S. ARM'!'

NOVEMBER 1982

GLEVEE STATIONING

US Army Corps of Engineers ®

SHEET ID

z w a.

w w a.

CS-500

SOLICITIATION

REFERENCE

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Outlet st'ruclure .. . . &:,_\:.{p--, .

Flow l:

2 3 4 5

.G55,C) 36"R.C.P.

Inlet structure

'-£xis ting Ground

7 8 9 10

NOTES:

1. DRAWING INCLUDES CONCRETE PIPE. A CORRUGATED METAL PIPE (CMP)

WAS INSTALLED INSTEAD.

2. DRAWINGS FOR DIMENSIONAL REFERENCE ONLY. THE CONTRACTOR

SHALL VERIFY ALL DIMENSIONS.

3. NOT ALL CMPs UTILIZES THE SAME DIMENSIONS. NOT ALL LOCATIONS

UTILIZE A SLUICE GATE.

RIG l�T D RA I t\JAG E STRUCTURE STA. 27 t 8 5 Sc:;ile: I"=- JO'

@LEVEE SECTION VIEW SLUICE GATE 1

l-i i i

RIGHT BAN� Df�AII\.JAQE.

GLEVEE SECTION VIEW SLUICE GATE 2

Nofe: C;imber 0. 7 1 af t Levee.

STA.91+00

Riverside

13.33' � /0' 20.0' IG',0' 9.0 1 I

r-·-- --------· · 1 · ----- --- ---f !

I I l ; Ga/ewe/I - ---.

bullet -c;• uice gtd� ffruc/ure ---

FliJp C,;;Jte - ---- , - ·•IH"'.- ... �m-

F/ow : : -----

27.0 1

£/. GfiG. 0

[l. 655.Cf ·3G''R. C. P.

/nlel slruc lure

£1.G56.0

RIGHT 0RAII\...IAGiE STRUCTURE. STA.133+()O

Nore: Camber I.O'af t Levee..

2" PIPE

GLEVEE SECTION VIEW SLUICE GATE 3

US Army Corps of Engineers ®

SHEET ID

f z w a.

..J w f-

CS-501

SOLICITATION

TY,.ICAL CIIOSS SECTION

{IIIU$tr•fwl wifh tw,. ::J co,,ncf�

"IPE Al'ICH SPAN l'IIS[ l{J" II" Z2" 1.3" 25" 16"

Z9" IIJ"

36" ZZ"

4.1" 27"

50" .JI"

sr JIii" 65" 40" 72" 44•

79" 49"

85" 54"

GA. A

,•(:ti

16 7" /6 7" 16 8" /6 9" H /0"

'" IZ"

IZ 13"

IZ "'"

12 18" 12 18" 12 18"

IZ 18"

DIMENSIONS

• H

.�;(t w SLOPE

....... o•l+I r(tl ._,.,."o.x

9" 6" 19" .JO" lonl-4 10" I," ZJ" J6" Ion?� 12" 6" Z8" 42" lon2}i 14" 6" 32" 48" lon:l.

16" 6" 39• 60" lonZ 18" 8" 46" 75" Ion 2.

2/" 9• 53• 85" Ion ?c 26" 12" 63" 90" lonl 30" /2" 70 /02" /on?' 33" 12• 77• """ /4,l 36" ,z• 77" 126" Ion, 39" IZ" 77• 136" Ion 2

VALUE ENGINEERING PAYS

"LAN

TY,.ICAL Cl'IOSS SECTION (Illustrat.d with ty� J connttt:tion}

PIP[

DIA.

,z•

15" k!J• 21 " 24 11

30" 36" 42" 54" 60" 66" 72!' 78"

GA.

/6

IZ

IZ

IZ

IZ

,-tt>

WAX.

6" 6" 7• 8" 8" ,o

9• 12• 10• 13" 12" 16" ,,, .. 19"

16" ZZ"

t8" zr

18" 30" 18" 3.J"

18" 36" "'" 39" 18" 4Z"

DIMENSIONS

,.r±l 11-.�ltl a-1±>

SLOPE

AP,P'IIIOJC.

6" ZI" 24" Jon2Y, 6" 26" 30" /on2� 6" 31 11 .16" l on2J.

6" 36" 42" lon2)7

Thrwlt:#d�Pi,,.

rod Conn«:for lug

6'' ,ff" 48" Ion?, 8" 51" 60" lon2.' ll!!..!

9" 6()" 72" Jon 2. For II' thrU z4• round ,,,.,., pipes ,,. 69" 84" Ion 2.

12" 76" !IO" lonl IZ" 84" ,oz !QJJ i.

12• 87" 114" Ion/a 12• 87" 120" Joni) 12• 61• 126" /on/) ,z

• 11" /.JZ /on 1.

Not.s: (Ill<ofrwfW with tw,- J �) "4" IZ 18" ,u• le- 17" l!Nr Ion/;

AIY6DM

Ta. plefN IMII H pund>«t 11, -f'ch ,._, in.-,,, AjD. Af'-dl wifh �;

�;,,_,,;,ed Hit.. t..gth 0, toa p1e_,-. to be W�IO" l'br pif» ,arc,,_ wifft ri• V ll"tw 11". fflwivw, MHI W�/,j"(min.) � piJH •re'-• wifh rin of' .11" fo 54�

..- -,_,, Jib,- pi,-. .rclt.s wiflt riM a, II" fo Z7", inc/caw., shall be mHe ;, - -..,. � .c,ion � pl� .-c/Ns with ria. of',, ., ,11ru 40" � .. _,. .. ,_ •'-f• Mtd -,,,-, .secf-ion Jib,- ,,;p. .,-c,._. ,,,;,-1, rift of' <I�" Mrt, U" ,.._,, be ,,,._ in � .,_t-,. All .1-pi«e �• sMII ,,_.,. IZ-� ..._ .w 10-,.,,. cen'-r ,,_,,. Mu/tip,. ,,.,,., � sMII ,,_.,. Mp •-• � .,, ltelfa .,. ri-'•· c-n.c,.,. a.ction, cor,,.r pl9te, Mrd ,._ P'-N fo /II,••--� and m•l•ri•I •• •pron.

ONter .,,,._., des;g,,s � be used in 1;.u or fM f'w,e •�·

W:JA6 tNO HCJION fO!' M,CH METAL CULVJ"TS

TOE WILL

...... 1111 •

N"M,-v#'" ffCTIIDN A-A

ShtMting l'oundint/ "' ;,,, ...,. ., .,., .-ct/on:

Ardlpip, ILl:VATION AND HCTfON

"LAN AND SECTION

*"'6"sndw'boH•• , .• ,. oc: (IIWI. J b#lf.t)

CONCRETE ENO SECTIONS f"OR CONCRETE PIPES

CIIRTAIN *bb DETAIL

BEVELLED END PIPE

txesw11l,on h,v---L � _ ...J fmp,rr110U$ b11CU1f// 8" 11 R' I all ,wr,d

END TREATMENT

SPAN

Z8fzH 361/.,."

433/4" 5/'A," !58'faH 65 11

73¥:."

tJ8" l!ISI

/8N 22¥2"

263/6" 31$/,."

36" 40" 45 11 54"

ILIY"TION

Not,u:

r- ,,,.,H •h•II M punc'-1 fo ,,,.foci, how J;, ...- •· ,4f� ,,,.,,, ,..

I �lv•nized bo/f._ t.,..t-h or,_,,_.,. 6'1all "- w-,.10•.

1'lt' IZ" to .30" di•. pi,»s,incJu..ww, ww1 w,zz• f'br..M• to u• d•.

pi,,.., 1nc1u,;,,,., Apron s«;fion � IZ" f'hru ,o• _d;.. p;p., •h•II H mat# in.,,. •n..,.

Apro,, s«:fNNI l'br 4Z" fhrfl S4 • d•. p,p,a, � I» m.de ,n t-,,_ ,,._,, •nd •pron NCflottf ,_.,. 60" f'hru H" •. pi,,.., -!I H m.- in f,,,._ .,._,.,, All J-� ...... altall '-9 /Z-

1:-K!!

ide•

:;:,/:-�-;;f-:,,t:"!," "r, ;=� ,,.,.., bodiel ,,_ I lap

C-tor sw:t;on, _,,.,.. �fw. end .,._ p•fw 111./1 .._ •m• '181-and rn•f•rial •• apron.

Of1- •� dasif!N � H USH in li#u 0, fhe f'J#M •hown.

METAL ENO SECTION ,o,_ "OUHp wnAL CULVJ"Tf

TY�I f ,-,.�",4Q"Nrrw 65"1154• _,., areh PfN• For 4z• .,.,.,_, .,. roww1 _.,.., pipes O,,,lion•I fbr •II .;,_,_

ARCH CULVERT PIPE

DIMENSIONS

A •• Oc 0 ·1 , " T

6�· 3'-3" Z'-9" 6'-0H 4'-0" lon3 3" 3Yz H

9'la" ,41- Z" 3 1-/011 IJ'-0" 5'-0N lon3 .,,, 4 " II!." 5'-0" 3'-0" 8 1-0" 6'-0" lon3 6n 4f/z"

1-3'"'"' !5'-0" 3'-0" 8'-0H 6'-6" lonJ 6" 4¥z• l'-9" 51-0" 3'-011 8'-o• 71-0• /on3 6 " 5"

2'-/'l'z·· s•-o• 3'-0" 6'-0" 7'-6" lon3 6" !Sf/z ,, Z'-7" 5'-0" 3'-0" 6'-0" IJ'-0" lon.J 6" 6 " Z'-7" 5'-0" 3'-3" IJ'-3" I0'-0" /onZ 6" 711

Nof-11s:

:/:Paid for .-s s.p11r•f• it11m of "End S«:fion.s".

:f,:f, Included in fofal t.ngfh of pip11.

. 0tMr opprovad d11signs ma!/ bl1 uslld in lieu of' ;-1,e f'yp• shown.

IZ"

Zf"

30" 36"

48"

1z•

-II For conc';!rfe cu/...,rf, {fJt T

$_, •nd NCflon• fogafhar .-,..

Mllw: fhia point or M •hown on plW1a Min. or �Dor 1z• ,,,_,,._,. is � Jltr round plpe.

Min. of' 3/.1 wi#fh or IZ 11 whie,,-._,. ii 9r••fwr f'or ert:h p;,,..

TYl'ICAL l'LAN

M ULTIPLE PIPE INSTALL ATION

ROU ND CULVERT PIPE

DIMENSIONS

A '• ttc D [ , 1!

T z•

Nofe: �'::, ''fli!n°; pipe end•, CULVERT PIP£

Ml:THOO OI' IIICAaUIICIIICNT

IEVELLID END PIPE

IIOUNO &aeN DIA. • .... •i• ..

I

71!1" uz�· ,r •r .e.�· �-

�- I.�· 1$" 17" R.O' ,,.

.,. ,.,.,,. ,or 71" 2.Z' ,, .

-· 2."'10' 111· 7$" 2,·· 4' iae- 2.�!I· IJ7" 711• 2.#' �·

106" 2.e�· 118" 6J" 2�· 5' ,�- 2.Jl!J' IJ7' 67" 2�· !J' IN" 7_1Vr1' M-t• .,,. 2.7' !J' 12'" 2.�· /A'-1(1" l'-.1" 2.J' ,,.

IN" 2.7�' .�·-11· l'-7" 2 9' ,.

IM" t.87'6' ll'·J•

,, .. ,,. 2.,· ,.

144• 1.tJO#' /6'-4" l'•!J"

3.1' ti,'

!!JO" J./2'5' J.'5'-10" ,,11r 2.7' -·

Revised for NA5 Built• condifions sYIII. DESCRIPTION

OSAGE RIVER, MISSOURI

HARRY S. TRUMAN DAM & RESERVOIR

PUBLIC USE AREA DEVELOPMENT

STAGE ::lZI

CULVERT PIPE DEWL..S

� l elev. = Flowline elevation shown on dr�wings

Owg. No. R8 Scale: as shown

U.S. ARMY

OCTOBER 1979

RECORD DRAWING

OCTOBER l'IBI

CONTRACT NO. DACW41-80-C-0026

CORPS OF ENGINEERS

KANSAS CITY DISTRICT

I�

,.,.(PARED IIY:

Hl'II, Inc.

Roc:ommonded:

&$ ?4tt& CMM:,. -..OCATIONI MANCM iZ!Ji/J6utu ·· CHIEF, ENQINHIUNG DM9fON o-1i.:s96e

0. & M. M. PLATE NO. 1634