B.08.01 DRAWING PACKAGE_FY22 PIPE LINING PROJECT_LV_BS.pdf

CD

m en

G) w

I

[D

B L

U E

S P

R

IN

G S

A N

D L

O N

G V

IE

W

L A

K E

S

F Y

P

IP

E L

IN

IN

G P

R O

JE

C

T

L A

K E

B R

O C

H U

R

K

N S

A S

C

ITY

M

IS

S

O U

R

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

D

S

IG

N

E D

B Y

H O

L L

A D

N S

A S

C

IT

Y D

IS

T

R

IC

A W

N B

Y

E th t, IL a n s a s C it y, M O

H

E C

K E

D B

Y

O V

E R

M O

H

B M

IT

T

E D

B Y

1r

"Tl

0, --.J a, IS

U E

D A

T E

D

E C

C:

II>

O

L

IC

IT

A

T

IO

N N g'

S E

E T

IT

L

E P

A G re . 3

N

T R

A C

T N

E T

IT

L

E P

A

:C o ii!

IN

IT

IA

L

P R

O J E

C T

D E

V E

L O

P M

E N

J U

•il

M

S C

R

IP

T

IO

OJ

;;o

I 0

.,I::,.

U E

S P

R

IN

G S

A N

D L

O N

G V

IE

W

L A

K

F

P

IP

E

L

IN

IN

G

P R

O

JE

U

E S

P R

IN

G

S L

A K

E B

R O

C H

U

N S

A S

C

ITY

, M

IS

S O

U R

--l

.S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

S

IG

N

E D

B Y

H O

L L

A D

N

S A

S C

IT

Y

D

IS

T R

IC

A

W N

B Y

E th t, IL a n s a s C ity , M

O

H E

C K

E D

B Y

O V

E R

M O

H

B M

IT

T

E D

B Y

I

IS

S

U E

D A

T E

D E

C

L

IC

IT

A

T

IO

N N

E

T

IT

L E

P A

N T

R A

C T

N

E T

IT

L

E P

A

IN

IT

IA

L

P R

O J E

C T

D E

V E

L O

P M

E

M

S

C R

IP

T

IO

J U

EI

II>

�-3

:C o ii!

il "' n ..._____., Notes· w •' '• A

Finished slope

En dof'pipe

TYPICAL CROSS SECTION

{Illustrated with t51pe .J connection}

PIPE

SPAN

/8'

22' 25"

29"

36''

43' 50" 58" b5"

72"

79"

85"

ARCH

RISE

II"

/3" lb" 18" 22" 27'

31•

3t."

40" 44" 49" 64'

EQUIV

DIAM. GA. A

IN. 1"(:!:l

/5 16 7" /8 /6 7" 21 16 8" 24 /6 9" 30 14 10" 36 /4 12" 42 12 13" 48 12 18" 64 12 18" bO 12 18" bb 12 18" 72 12 18"

DIMENSIONS

B H

,.,.�(t) 2•1tl

SLOPE

MAX, ,·<tl APPROX.

9" 6" 19" 30 1' l on2½ 10" 6" 23" 36' Ion?,½ 12" 6" 28" 42� Ion?}?

14" 6" 32" 4811 l on2!?

16" 6" 39" 6011 /on?J7 18" 8" 4 6" 75� Ion?� 21" 9" 53" 85 11 Ion?½ 26" /2" 63" 9011 Ion?/?

3011 /2" 70 102 ' /on?¾ 33" 1211 77" /1411 lon2/4 � 36" 12" 77" f--------

/26" Ion?

39" 12" 7 7 " 138" I on 2

(Illustrated with t51pe .3 connection)

Notes:

Toe plafes shall be punched to match holes in apron lip. Attach wifh ;18'/ qa!vanized ho/ls. length _of roe plate to be W+IO" f"or pipe arches with rise of !/"to 27 11, inclusive, and W+l8"(min.) f'or pipe arches with rise of 3/"ro 54 ';

inclusive.

Apron secfion f'or pipe arches with rise of' II" to 27", inclusive, shall be made in one sheer. Apron section for pipe arches with rise of 31 " -thru 40" may be made in two sheets and apron section for pipe arches with rise of 44" thru 54" may be made in three sheets. All 3- piece bodies shall have 12-gage s,des and 10-gage center panels. Multiple panel bodies shall have lap seams joined by bolts or rive'ts.

Connector sec t ion , corner plate, and roe plate to be same gage and maferai/ as apron.

Holes on 12• centers-tnBx.

Other approved designs may be used in lieu of the type shown.

ELEVATION

TOE WALL

PIPE SIZE

I/:" fhru/:1"

24"fhru4tJ" 54" fhru {;,(,"

H 18"

24"

36"

METAL ENO SECTION FOR ARCH METAL CULVERTS

Nofe:

Other size pipe srches wdll e9u1veleof diemelers cen be used in hew of' Ille size sllown.

lineal f'eet of i e shown on fans

Toe wall may be cast-in-place or precasl. Road surfsc11 lift lugs orbars w!II be permdied ,n precast

Ice walls.

lA L eyer of qroul beiween end 58Chon and Ice wall Toe wall, construct l"':,_ ___ __,:f--'8=-__

_____ __,:f--':f'-C;::__ _ __,.

al out/el end only

-----t----'

T

I I I I I

I Direction

• of f'low

ELEVATION ANO SECTION

VALUE ENGINEEltlNG PAYS

Connector section

,1\ l�� �A•l-1 -I• __ _..c..c..W ____ , ./-A

PLAN

(Illustrated with type J connection} m�

Holes on 12• centers-max. • p

ELEVATION

Fimshed slope

Endo/' pipe -1

TYPICAL CROSS SECTION

{Illustrated with type .J connection}

Notes:

PIPE

DIA.

12" 15" 18" 21 11

24" .30" 36 11

42" 48 11

54" 60" 66"

7Z"

78" 84"

GA.

/6 /6

/2 /2 /2 /2 /2

A B

I"(! MAX.

6" 6"

7" 8"

8" JO"

9" 12 11

10" 13" 12" /6 11

14 11 19" 16" 22"

18" 27" /8 11 30" /8 11 33" 18" 36" 18" 39" 18" 42" 18" 45"

DIMENSIONS

l"r! ,,,��(!' 2"1!

SLOPE

APPIIIIOX.

6" 21" 24" Ion 2)'2 6" 26 11 JO" Ion 2Yz 6" JI" 36" I on 2).

6" 36 11 42 11 Ion?½ 6" 41" 48" Ion?).

8" 51" 60" Ion?),.

9" 60" 72" Ion?½ II" 69" 84" !on?Y2 12 11

78 11 90" lon2}/4 12" 84" 102" lonZ 12" 87" 114" /on/'fi.

12" 87" 120" Ion I}'?

/2" 87" /26" Ion !½ 12" 87 " /32" /on /)4 1211 87 11 138" Ion I¼

Toe plates sh;;i/1 be punched fo match holes in ap';-on lip. 4ff;;ich w,fh ¾' t/- galvan ized bolts. length of foe plate shall be Wf / 0 • for 12" to .30" dia. pipes, inclusive, and W+2Z" f'or 36 " to 84" die.

pipes, inclusive.

Apron section f'or 12" thru 30" dia. pipes shall be made in one sheet.

Apron section for 42" thru 54" dia. pipes, ma!I be made m -two sheets and apron section f'or 60" thru 84 " dia. pipes, may b e made i n three sheets. All 3-p iece bodies shall have 12-gage sides and 10-gage center panels. Multiple panel b odies shall have lap seams joined by bolts or rivets.

Connector. section, corner plate, and toe plate shat I be sc1me 9a9e ;;in d mafena! as :>pron.

Other approved designs may be used in lieu of' the type shown.

METAL END SECTION FOR ROUND METAL CULVERTS

I I I I,,. * I 'L elev.

See Detail r End secrion

Culvert bacl<f'!II t-o 12"

(min.} above top of pipe

D

Culvert h.ickfill limits

-If For concrefe culverts (f )t T

DETAILS OF CULVERT PIPE

EXCAVATION AND BACKFILL

!!!Ll For 1211 thru 24" round metal pipes

For l8"•11" thru 58"•36" mets/ arch pipes For 30" and 36" round metal pipes

Connector section� G Riveted, bo fed � or welded

I

I

TYPE 3

For65''x40"thru 85"1154" metal srch pipes For 42" thru 84" round metal pipes Opfi on;;il fbr all sizes.

METAL CULVERT STANDARD CONNECTORS

Nofe: For fy_pe of' pipe ends-� see Plans.

CULVERT PIPE

METHOD OF MEASUREMENT

/00 1

Normal ditch flowline /00 1

--.i.�-:-- - Note: ----+---Ditch flowline to pipe

Transition ditch f/owline in 100 1 to cvlvert inlet or outlet elev-1fi o n.

TYPICAL DITCH TO CULVERT PIPE

MULTI-PLATE PIPE

ROUND ARCH

-----f I I �

"·· . V .

B

SECTION A-A

Showing r.ounding of inside edge of end section.

Arch pipe

Rounded inside ecl9e of end section, I I

-----l

,CIJ

ct I

PLAN ANO SECTION

see Secfion A-A Round pipe CONCRETE END SECTIONS FOR CONCRETE P.IPES

CJ. (opflonal)

B

L_

114 fiJ l.f.'"yerlkal .

_j

Note: For double pipe curfo1in wall see Dwg. R2.

CURTAIN WALL DETA IL

Not to scare

MULTI-PLATE PI PE AND MUL T I-PLATE

E,rc:;yal,on hne--t_ ,,L _ _J lmpery1ous baclrf!II/_ -"cJ=--·� o1 l-l

,°"E�' J all rwnd

END TREATMENT

Not to scare

PIPE A RCH

S PAN RISE

28½" /811 361/411 22'/z" 43¾" 26%" 51'/e" 3/$/,6" 58'/211 36"

65 11 40 11

7312" 45" 8 8 11 54 "

.·A

ARCH CULVERT PIPE

DIMENSIONS

A *e **c D E F R T

81z" 3'-3" Z'-9" 6'-0" 4'-0" l on3 ,3 II 3Yz" 9'/z" 4'-2" 3'-1011 8 1-0 11 5'-0" lon3 3" 4"

IIJ/8" 5'-0" 3 1-011 8'-0" 6'-0" l on 3 6" 412 11 l'-313/,/, 5'-0" 3'-0" 8 1-0 11 6 1-6 11 l on3 6" 412 11 l'-9" 5'-0" 3 1-0 11 8 1-0 11 7 '-0 " / on3 6" 5" 2 1-tYz" 5'-0" 3'-0" 8 1-0 11 7 1- 611 l on3 6 I/ 51z" 2'-7" 5'- 0" 3'-0" 8 1-0 11 8'-0" lon.3 6" 6"

2'-7" 5'-0" 3'-3" 8'-3" 10 1-011 l on2 6" 7"

Not-es: " . ,, :/:Paid for as sepsrate item of End Sections .

·:/::/: Included in fof-91 length of pipe.

Other approved designs may be used in lieu o-F fhe fype shown.

DIA.

IZ"

15" 18" 21 11

24• 30"

Set end sections together at- Nofe: -this poin-t or as shown on plans Min. of -½Dor /2 11 whichever is greater for round pipe.

Min. of 4!3 widt-h or 12 11 whichever is greater for arch pipe.

TYP ICAL PLAN

MULTIPL E PIPE INSTALL ATION

ROUND CULVERT PIPE

D IMENSIONS

A *e **c D E F R1 T

4 " 2'-0'' 4'-07., 6'-0� 2'-0" lon3 l0'18" 2• 6 11 2'-3" 3'-10• 6'-1 " 2'- 6" l on3 12 1/z" 21/4" 9• Z'-3" 31-1011 6'-1 11 3'-o" / on3 151/z" 2'/2 11

9n 2'-11" 3'- 2° 6'-1 " 3' - 6* lon.3 161/8 11 2314•

9f/z* 3'-7�· 2'-6" 6'-tfz" 4'-0" lon3 1613/Jt:

J"

SYM.

l'-0 11 4'-6" l'-7-t,," 6'-1¾" 5'-o• l on3 l81/2 11 31/2'

DIA. X SPAN R ISE X'

7'-0" S'-1' 2.2'

78" /.G25' 7'-tj" 5'-5" 2.4' 84" !.150' 8' -2" !5'-9" 20' 90" 1875' tJ'-10" k<'·/" 2.2' 96'" 2000' 9'6" 6'-5" 23'

/Oc" 2.125' /0'-J" (o'-9" 2.4' 108" 2 eso· 10' -II" 7'-1" 2,· //4" 2.375' ll'-10" 7'-7" 25' /l?O" 2 .500' !2'-6" 7'-11" 27'

126" 2.625' 12'-IO" 8'-4" 23'

132" 2.7!50' /J'-11" 8'-7" 2 9'

/38" 2.875' 14'-3" 8'·/1" 2.6' 144" 3.000' 15'-6" 9'-!5" 3. /' /50" 3125' 15'-/0" 9'/0" 2.7'

Re11islHI for "As-Built"conditions

D ESCRIPTION

R EVISIONS

36" l'-3" 5'-311 2'-10314 8'-1-1/4" 6'-o• lon3 245/16" 4 • LITTLE BLUE RIVER, M ISSOURI

42* l'-9" 5'-3" 2'-11" 8'- 2" 6'-6" lon3 27'12"

4 8" Z'-0" 6'-0" 2'-2" 8 1-2• 7'-0" /on3 28fz" 54" 2' -3" 5'-5" 2'-11" 8'-4" 7'-6" lon2.4 331/a" 60" 21-6• 5'-0* 3'-3" 8' -3" 8'-0" l on2 36"'6" 66" 2'-0" 6 1-6" ·1•-9• 8 1-J• 81-6• l on2 3618" 72" 2'-0" 6'·6• I'- 9" 8'-3" 9'-0" /on2 38'3/AS"

* It. elev = Flow!Jne elevafion shown on drawings

RECORD DRAWING

SEPTEMBER 1185

CONTRACT NO. OACW41-82·C-0204

4'/2" 5•

51// 6*

61/2" 7•

LONGVIEW LAKE

Dwg. No. D6

COR PS DF ENGINEERS

KANSAS CITY DISTRICT

PREPARED BY:

STAGE ][ CONSTRUCTION

C ULVE R T D ETAILS

PRC ENGINEERING CONSULTANTS, INC.

4'

4'

4' 4' 4'

5' 5' 5' 5' 5' 6' 6' 6'

Scale: as shown

U.S. ARMY

APRIL 1982

0. & M. M. PLATE NO. 166REFERENCE

VALUE ENGINEERING PAYS

Se_ an r 65"x40" 85"K54

=i arches

A �I I• w • I 1. A

Finished slope

Endof'pipe

TYPICAL CROSS SECTION

{Illustr ated wdh tflpe .;i :mnect1on)

PIPE

SPAN

/8"

22" 25"

29'

3b'"

43' 50"

58'' b5'

72''

79"

85"

ARCH !EQUIV

RISE

DIAM. GA.

IN.

II" 15 16

13" 18 /6 lb" 21 16 --

18' 24 16 22"-'3a 14 27' 36 /4 31" 42 12 3.," 48 12

40" 54 12 44" 60 12 49" bb 12 54•'

DIMENSIONS

A B

,.r!l I 1/,:( !

w SLOPE

1"(±) MAX. 2"/!) APPROJC

7" 9" 6" 19" 30" lon?h 7" 10" 6" 23"'

36" Ion?� 8" 12" 6"

!on2}7 28" 42"

9" 14" 6" ~ 32,,= 48" lon2�

/0" 16" 6" 39" 60" Ion?½ 12" l811 8" 46" 75" I ori !/±_ 13'; 21 '; 9" 53" 85" /on?½ 18" 26" 12"

90" Ion?� 63"

/8 11 30" 12" 70 102" (o_f"}__?.;j_ 18" 33" 12" 77•- 114" /on?.¼ 18" 36" 12" 77" 126" 1onT

(Illustr ated with t51pe .3 connection) 72 12 18" 39" 1211 77" 138" I on 2

ELEVATION

TOE WALL

PI PE S IZE H

le" thru21" i,!J"

24'tnru4tJ" ,?4" 54 thru (,(,' 3t:,"

Nvfes·

Notes:

Toe plafes shall be punched to match holes in apron hp. ,4 f to1ch wdh fo' /

9alvsniz,ed holfs. Length of -toe plate to be W+/0" for pipe ar ches· with rise of ll"to 27", inclusive, and W+l8"(min.) for pipe arches with rise of 31" to 54 ';

inclusive.

Apron secfion for pipe ar ches with rise of' II" to 27", inclusive, s,'?a!,' be made in one sheet. Apron sect ion for pipe- arches with r ise of' 31" thr u 40" may be made in two sheets and apron section for pipe arches with rise o-f 44" thru 54" may be made in -three sheets. All 3 -piece bodies shall have 12-gage sides and 10 - gage center panels. Multiple panel bodies shall have lap seams Joined b!I bolts or rin!ts.

Connector section , corner plate, and toe plate to be s ame gage and .'Tlafer1s/ as apron

Other approved designs may b; used in lieu of' the type shown.

METAL ENO SECTION FOR ARCH METAL CULVERTS

Note:

Other size pipe etches w/th e9v1"i,,;;/eot diemelers ·ceo be used 1n /iew of' the size shown i· lineal reef of' pipe shown on p lans

�I .,._ ______ l_e_n,,_q_t_h_o(___pipe, It.

w I A ..j. �

PLAN

{Illustrated wdh type J connection) plate

E L EVATION

· Fm,shed slope

Endo/' pipe I

TYPICAL CROSS SECTION

,1/llustr ated wdh t':t'pe .3 connection}

Notes:

P IPE

DIA.

12 11

15" !8"

21"

JO"

�ii

42"

48_!_� 54"

60 11

66" 72" 78" 84"

GA.

/6 /6

14 e----- /2 �

I" t:1 B

MAX.

6" 6" 7" 8"

8" 10" 9" 12''

, 10" 13" 12" 16" 14" 19" /6 11 22" 18" 27"

18 11 30" 18" 33"

18" 36" 18" 39" 18" 42" 18" 45"

DIMENSIONS

, .. r! ,.,.�<:' 2"1!

SLOPE

All'PIIIOX.

6" 21 " 24" Ion?½ 6" 26" 30" Ion ?Yz 6" 31 11 36" I on ?}2 6" 36 11 42" !oh?)?

6" 41-.,-- 48" Ion?}.

8" 51" 60"lo� 9" 60" 72" 1/on?½ II" 69" 84" Ion?/?

12" 78" 90'' Ion� 12" 84" 102" Ion Z --� 12" 87" 114" Ion/-¼ 12" 87" 120"/on l.'f 12" 87" 126" Ion I)� IZ" 87" 132" ,' o� 12" 87" 138" Ion I¼

Toe plates sh;;;// be punched to match holes in apron lip, 4ff;;u:·h wlfh ¾'i6 galvanized bolfs. Length of' toe plate shall be W+ / 0 " for 12" t o 30" d1a. pipes, inclusive, and W+22" for 36" t o 8 4 " dia.

pipes, inclusive.

Apron section f'or 12" thru 30" dia. pipes s hall be made ,n one sheet.

Apron sect,on for 42" thru 54" d1a. pipes, may be made ,n -two shee t s_ and apron sect ion for 60" fhru 84" dia. pipes , may b e made ,n three sheets . All 3-piece_ bodies shall have 12-gage sides and 10-gage center p anels. Mulflple p anel bodies sh all h ave lap searns Jomed by bolt s or rivet s.

Connector section, corner plate, and toe plate sh;;;// be same 9a9e and rnafer,a/ as oipron

Otner approved designs may be used in heu of' the type shown.

METAL END SECTION FOR ROUND METAL CULVERTS

_ _Q__ ----

Length of' P'Pe· rt

Cu lvert �ck/ill limits

TYPE I

For 1?11 tnru 24 • ro&nd metal pipes

For lcJ"•II• tllru 58"•36" met al arch pipes For 30"' and 36" round met al pipes

Connector section

--:-r

Riveted, bo ted 1 !:::!l or welded ., .. , _

- ., -r

TYPE 3

For 65'\t40" -fhru 85"�ta/ arch pipes For 42" thru {J4" round metal pipes Opf,onal /'or all S'1zes-

METAL CULVERT STANDARD CONNECTORS

Toe Hal! may be casf-•n-place or preeasl. Road surf ace Road surface

Culvert backfill -to 12"

(min.} above -fop o-f p ipe___.,,., Liff luqs orbars w1!/ Oe permitted ,n precast • t� walls.

END ELEVATION [_,j D La'fer of9roul oefween �-

: I: end �hon and I� wall Toe wall, conslruef �o-------'"'--'8=------e�--=l'--'l'--C=---+i al out/el end on/,;

SECTION A-A

Showing rounding of inside edge o-f end section.

Archp,p,, Rounded inside ecl9e of' end section, Bell end

-----t---• I I I I I

T

-----f I I I I

-----l

I· D1rect1on of f"/01111

E LEVATION ANO SECTION

V

PLAN ANO SECTION

see Section A-A Round p1p"' CONCRETE END SECTIONS FOR CONCRETE PIPES

CJ. (opf,ona/)

B

� ---.-�-t--t--..----------, 0)

114 � l,?"rerhcal .

No_fe: ror double pipe

- _J

CURTAIN WALL DETAIL

curf.3in wall see Dwg. R2.

Not to scale

MULTI-PLATE PIPE AND MULTI-PLATE

�,rcarat,on l!ne

_ ...J

Impervious baclrf1/I _t3=--·� .. , _l

,,c2�· ., I

END TREATMENT

Nol lo scale

PIPE ARCH

all round

SPAN RISE

28½" 18" 361/411 221/z" 43¾" 26%" 511/a" 3/ 5/,6" 581/z" 36"

65 11 40 11

731z" 45" 88" 54"

See Det ail c: Cl lb_111--+-+- <n "ti

I., ARCH CULVERT

DIMENSIONS

A *e **c D

81/'z" 3 1-311 Z'-9" 6 '-0" 9'/2" 41-2 11 3'-10 11 8 1-0" 11½," 5'-0" 3'-0" 8 1-0 '' l'-313/,i, 5'-0" 3'-0" 8 '-0" l'-911 5'-0" 3 '-0" 8 1-0"

2 '-IYz" 5'-0" 3'-0" 81-0" 2 '-7 '' 5'-0" 3'-0" 81-0 11

2'-7" 5'-0" 3'-3" 8 '-3"

No-tes:

End section

PIPE

E F

4'-0" lon3 5'-0" Ion 3 6'-0" Ion 3 6 1-6 11 lon3 7'-0" Ion 3 7'-6'' lon3 fJ'-0" lon.3 !0 '-0" / on2.

R T

3 " 3(2 11

3" 4" 6" 4(z" 6" 4(z " 6" 5" 6,, 5 12 11

6" 6" 6" 7"

:f Pa1d for as separate item of "End Sections''.

,t.-,: Included ·1n fof�/ /ength of' pipe.

. Other approved designs may. be used in lieu of' -the type shown.

DETAILS OF CULVERT PIPE

EXCAVATION ANO BACKFILL

Set end sections together a-t

Note:

Nofe: For f ':/_pe of' pipe ends, see 'Plans

CULVERT PIPE

METHOD OF MEASUREMENT

Norms/ ditch -f/ow/ine /00'

---+-�-Di fch f lowline to pipe Transif1on ditch -flowline in

100 1 to culvert inlet or ouflef elevoifion

TYPICAL DITCH TO CULVERT PIPE

MULTI-PLATE PIPE

ROUND ARCH

8 DIA. X SPAN RI SE X'

Nofe this point or as shown on plans 78' ',;,?5

?'-o" l'-8'

5•-r 2.2' 4'

,,r:,_ � .? . .J.

DIA.

12 11 15" 18" 21 11

24" 30" 36"

42" 48" 54"

66" 72"

Min. of' 3/zD or 12" whichever is greater f'or round pipe.

Mm. of' 4!3 width or 12 11 whichever is greater f'or arc h pipe.

TYPICAL PLAN

MULTIPL E PIPE INSTALL ATION

ROUND CULVERT P IPE

DIMENSIONS

A *e **c .0 E F R, T

4" 2'-0 11 4'-0"f,," 6'-or., 21-011 /on.3 IO'la" 2" 6" 2'-3" 3'-10· 6'- / 11 2'-6. lon3 12 1h" 2¼• 9" 2'-3" 3'-10• 6'-!" 3 '-0" / on3 151/2" 21/2" 9" 2'-11" 3'-2" 6'-1" 3' -6" lon.3 !6'/8 11 2 314"

9!12. 3 '-7P,/ 2 '-6" 6'-tfz• 4 '-o· lon3 161.1/,6· 3" !'-0" 4'-6" ' 6 1- I¾" ! ' -73/4' 5 '-0" lon3 !8'/2 11 31/2

/ 1-3" 5'-3" 2'-10¾ 8'-(1/4" 6'-o• lon3 245/16" 4" l'-9 " 5'-3" 2 1- //11 8'-2· 6 1-6 11 lon3 27'1;," 4'/z" 2'-0" 6'-0" 2'-2" 8'-2" 1 1-0· /on3 28fz" 5• 2'-3" 5'- 5" 2'-1!'' 8'-4" 7'-6" lon2.4 33'/a" 51;,• 2'-6. 5 1-0· .3'-3" 8'-3'' 8'-0" lon2 36 '"6" 6"

2'-0" 6'-6" l'-9" 8'-3" 8'-6" lon2 36'/8" 6'12" 2 '-0" 6'-6" /'- 9" 8 '-3" 9'-0" lon2 38'3/,41• 7"

* fl elev = Flow/me elevafion shown on drBwings.

RECORD DRAWING

JULY 1983

CONTRACT NO. DACW41-82-C-0185 •

3.J -- ,!J -2' 5'-9 20' 4' 9C 18-� � ,: lo 22' 4' % 200C 9'6" 6'-5

23' 4'

/{Jc 2125' /0'-J

''-9" 2.4' 5'

C,8 ZC5G- I0'-1/· 7 2,;, 5

/./ i j?� l/'-10' 7'-7' 2!5 5 ii?O" 2!HX 2-., - _,:· 2 7 5

'26 c. ... 62� l2'-10' 8'-4 23 '5 132' 2 75C !J'-1/" 8'-7 29 6' :38' i?.875 14'-3" 8-1/ 26 6 144 JOOC 1!5 -,;, 9-5 3. f' ,;,' ·50" 3 ,c� ,,_ .. Q J{' ? - .;

Rev;":,ed for "'A.:i Built'" conditions

SYM.·+--'--'-=="---''-=--'-'-'<---==:

D

E

SC

R

I

PT

:c.

N .:.=-'.C.::::....:.:e:___ _ _ _ __ --r":3'�4-"":-'""'--l

REVISIONS

EAST FORK LITTLE BLUE RIVER, MISSOURI

BLUE SPRINGS LAKE

Dwg. No. 5

CORPS OF ENGINEERS

KANSAS CITY DISTRICT

� PflfuF,�J:/4 'J.n/.. -A;/

COMPILED : DRAWN BY: ·

H.0.L. P.S.T.

ACCESS ROAD

CULVERT PIPE DETAILS

RecomrneaMied:

1/4{7'/Z 7! k1:t:'!::

CHIEF, RELOCATIONS BRANCH

CHECKED BY:

H.0.L.

Scale: as shown

U. S. ARMY

MARCH 1982

727�;, CHIEF, ENGINE NGDMSION

FIL£ NO.

RBL-2-40!5

0. & M. M. PLATE NO. 153REFERENCE