B.08.02 - Drawings.pdf

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US Army Corps of Engineers ® Kansas City District

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SMITHVILLE LAKE

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CORRUGATED METAL PIPE REHABILITATION PROJECT

FY2020

SOLICITATION NO.: W912DQ20B1070

CONTRACT NO,:

ISSUE DATE:30 JUNE 2020

SHEET NO.

G-002 G-003 G-004

C-500 C-501

O&MM PLATE NO. 4

O&MM PLATE NO. 46

O&MM PLATE NO. E12

O&MM PLATE NO. E13

O&MM PLATE NO. E14

O&MM PLATE NO. E15

O&MM PLATE NO. E16

I 6 I

INDEX

LOCATION

AS-BUILT

7 I

TITLE

LOCATION AND VICINl1Y

LAKE BROCHURE 1 OF 2

LAKE BROCHURE 2 OF 2

CMP REPLACEMENT LOCATION OVERVIEW

ASPHALT REMOVAL AND REPAIR

CULVERT PIPE DETAILS

1YPICAL CULVERT DETAILS

I 9

INTERSECTION OF MO STATE ROAD "F" AND ACCESS ROAD "D"

PLAN AND PROFILE ROAD "D" STA. 39+00 TO STA. 65+00

I

PLAN AND PROFILE ROAD "D" STA. 65+00 TO STA. 82+32.03

PLAN AND PROFILE SERVICE ROAD STA. 0+00 TO STA. 24+00

PLAN AND PROFILE SERVICE ROAD STA. 24+00 TO STA. 45+11.86

US Army Corps of En11ineers •

SHEET ID

G-001

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PROJECT AREA MAP

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PROJECT VICINITY MAP

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CORRUGATED METAL REPLACEMENT PROJECT

SMITHVILLE, MISSOURI

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U.S. ARMY CORPS OF ENGINEERS

KANSAS CITY DISTRICT

601 E 12th St, z,_ '" ii i� r-- ·· r-

Kansas City, MO 64106

CHECKED BY:

SUBMITTED BY:

SIZE:

11·x1r rp- ..

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CONTRACT NO.:

WXXXXX-XX-X-XXX

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US Army Corps of Engineers ® en;:

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DEPTH □F

CULVERT ROAD SYSTEM CULVERT CULVERT

ID LOCATION <INLET<D TD DIAMETER

□UTFL□IJ(□))

<D 4 FEET (□)

LITTEN \JAY 6-8 FEET 26"

<D 4 FEET (□)

2 LITTEN \JAY 24"

8-10 FEET

<D 4 FEET (□)

3 LITTEN \JAY

6 FEET

26"

<D 4 FEET (□)

4 LITTEN \JAY 26"

10 FEET

SMITH FORK <D 4 FEET (□)

5 18"

DRIVE 4-5 FEET

SMITH FORK <D 4 FEET (□)

DRIVE 4 FEET

40"

SMITH FORK <D 4 FEET (□)

24'

DRIVE 4 FEET

SMITH FORK <D 4 FEET (□)

19"

DRIVE 4 FEET

<D 3 FEET (□)

9 HIJY DD

3 FEET

14"

10 HIJY DD

<D 2-3 FEET

40"

(□) 2-3 FEET

NE MT □LIVE <D 4 FEET (□)

18"

CULVERTS TO

LEGNTH BE LINED/

ROAD IJIDTH

ROAD SURFACE

70 FEET 45 FT/ASPHALT TO BE LINED

86 FEET 45 FT/ASPHALT TO BE LINED

76 FEET 45 FT/ASPHALT REPLACE & LINE

120 FEET 45 FT/ASPHALT TO BE LINED

58 FEET 30.5 FT/ASPHALT TO BE LINED

63 FEET 30.5 FT/ASPHALT TO BE LINED

50 FEET 30.5 FT/ASPHALT TO BE LINED

45 FEET 30.5 FT/ASPHALT TO BE LINED

25 FEET 34 FT/ASPHALT TO BE LINED

44 FEET 23 FT/ASPHALT TO BE LINED

41 FEET 23 FT /GRAVEL TO BE LINED

ISSUES

DAMAGED CULVERT COLLAR

DAMAGED CULVERT COLLAR

BRUSH/EMBANKMENT/ER□SIDN/RIP-RAP/CDLLAR

BRUSH/EMBANKMENT/ER□SIDN/RIP-RAP/CDLLAR

RIP RAP/DITCH/ COLLAR

EMBANKMENT/ER□SIDN/RIP-RAP/DITCH/CDLLAR

AREA ER□SIDN/RIP-RAP/DITCH/CDLLAR

CULVERT COLLAR RUSTED □UT

DAMAGED CULVERT COLLAR

CULVERT PIPE COMPRESSION/COLLAR

EMBANKMENT/ER□SIDN/RIP-RAP/CDLLAR

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SHEET ID

C-500

REPLACED

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1,C: SLOPE

EXISTING ASPHALT PAVEMENT (DEPTH VARIES - SEE NOTES)

6• DE....., AGGREGATE COURSE ("IYP.)

EXISTING r 'n

EXISTING CULVERT

SUB-GRADE SOIL

,---,-AVEMENT EDGE

TYPICAL EXISTING CROSS-SECTION

1. AGGREGATE BASE SHALL BE RE-COMPACTED OR SCARIFIED AND COMPACTED. ADDITIONAL

BASE MATERIAL (KDOT AB-3 AGGREGATE) IS REQUIRED TO ALLOW FOR A UNIFORM 6-INCH

DEPTH OF HMA PAVEMENT. AGGREGATE BASE MATERIAL THAT WAS DAMAGED, ERODED, OR

REMOVED DURING CULVERT REPLACEMENT SHALL BE REPLACED WITH NEW AGGREGATE BASE

(KDOT AB-3) EXTENDING 1-FOOT BEYOND THE EDGE OF THE PAVEMENT AND COMPACTEO

TO COMPLY WITH KDOT TYPE B (MR-90) COMPACTION.

2. COMPACT EXCAVATED SURFACES, PLACE AND COMPACT AGGREGATE BASE COURSE AS

SPECIFIED.

3. COMPLETED THICKNESS OF HMA PATCH SHALL BE 6" HMA SURFACE COURSE. THE

COMPACTED IN-PLACE PAVEMENT DEPTH FOR ALL FULL DEPTH HMA PATCH SHALL BE

6-INCHES ( 4-INCHES BASE LIFT ADN 2-INCH SURFACE LIFT.)

4. ALL NEW PAVEMENT ADDED SHALL MATCH THE PROFILEOF THE EXISTING ROAD.

5. REFERENCE PARAGRAPH 3 OF SECTION 01 10 00, SCOPE OF WORK FOR A BREAKDOWN

OF ESTIMATED QUANTITIES AND LOCATIONS.

DRAWING NOT TO SCALE

EXISTING ASPIW..T CIICRETE PA

EXIS1'IN3 AGGREGATE BASE

7 8

STIMA TED 22' TD CENTER LINE'---..----t'AVEMENT EDGE

1,C: SLOPE

EXISTING ASPHALT PAVEMENT (DEPTH VARIES - SEE NOTES)

• DEPTH AGGREGATE COURSE ("IYP.)

EXISTING 6

EXISTING CULVERT

SUB-GRADE SOIL

STIMATED 15' TD PARTIAL COLLAPSE

SECTION DEMOLITION DETAIL

PAVEIENT

INTDADJH:ENTGRAIIE.

-GRADE ADJACENT AREAS

Ji

-re-�� t--�---------------;---.J._ lllS1U<BED BY CIJIS1RIJCTIIIN

1-1i1A PAVEMENT PATCH

- BASE COURSE �

'SUIHIIWlE S0I.

TYPICAL PAVEMENT PATCHING CROSS

9 10

SECTION

US Army Corps of En ineers •

C-501

PLAN

(/llu.straft!d w�� 3 ct>nr¥cfion)

ELEVATION

TYPICAL CROSS SECTION

(Illustrated with tvpe 3 conn«tion)

Notes:

PIPE

SPAN

J(J" 22" 25" 29" 36" 43• so• 58" 65" 72" 79" 85"

ARCH

RISE

II"

13" 16" 18" 22" 27"

.JJ"

36"

40' 44• 49" 54•

GA. A

o"l±I

16 7" /6 7" 16 8" /6 9"

14 /0" /4 12" 12 13"

IZ J,!J"

12 jlJII 12 18"

IZ /811

12 18"

DIMENSIONS

8 ,.r!l 111'}::(t,) ,-'1:)

SLOPE

MAJll, APfl' .. OK.

9" 6" 19 11 30" 2½=1 10" 6" 23" 36" ·2'/z7- IZ" 6" 28' 42" 2fz=i- 14" 6" 32" 4811

� /611 6" 39" 60" - i!

18" t1• 4611 75" 21/z=I 21" ·9;, 53" 85" 2½=1 26" 12" 63" 90" 21iT

30" 12" 70 /OZ" 2,,.,1

3.J" 12" 77' 114" 21/4=1

36" IZ" 77" 126" 2:/

39" 1211 77" 138" 2: /

Toe plsfes are to be punched ;,, match holt!s in ,.pron lip. 3/e"- galvanized bolts to be furnished. Length of toe plate to be WIIO" f'or pipe &rches with r,se of ll"to 27", inclusive, snd W-1-ltJ"(min.) f'or pipe arches wi-l'h rise of 31 " to 54'� inclusive.

Apron section for pipe arches with r,s-e of II" to 27", inclusive, to be made in one sheer. Apron section for pipe arches with rise at' 3 1 " thru 40" may be ml!lde in two sheets and apron section -/'or pipe arches wit-h rise at' 44" thru .54 " ma!/ b,. mad,. in thrn she,.t-s. All .3-pi,.ce bodies shall have 12-g-,ge sides and JO-gage center panels. Multiple panel bodies shall h,.ve lap se8m:t joined by bolts or riv•ts.

Connt,ctor section, corner plate, and -toe plate fa be same gage as Bpron and each to be galvanized in accordance wit-h -the specifications.

. Ofh11r approvtHi d11signs may be vsed in lieu of" the tt1pt1 &howr,, , Connector section w

PLAN

(lllustrsted with type J connection}

Std. coupling Finished earth slope band -- BS re u1red rox.

TYPICAL CROSS SECTION

(Illustrated with type 3 connectic,n)

Notes:

PIPE

DIA.

12· �-,511 1tr

24 11 I 30" 36" 4.?"

54" 60" 66" 72" 78" 84"

GA.

/6

16- /6

14.

IZ

/2

IZ

IZ

,,.ft)

MAM.

6" 6"

7" 8"

_{!_:_' /0" 9" 12"

1011 7Y

IZ" 16 "

j411 1 9" 16" 22• !8" 27" 18" 30" /8 11 33" 18" 36" 18" 39" /8 11 42" 18" 45"

DIMENSIONS

, .. r!) .�.�(!' , .. f!l

SLOPE

APJ'lltQJ(.

6" 21 " 24" 2'/z:J 6" 26" 30" ?/,T 6" 31 11 36" Z'/2:1 7;, 36 11 4211 2'./z =I

7- 4-;-;1 48-,, ztJ;T 8" 51" 60" Z'lz:/ 9" 60" 12· 2'-,:J

II" 69"

84" 2 12:f

!?" 78" 90" 21 4:/ 12" 84" 102" 2:/ 12" 8711 /14" t¼T 12" 87" 120" ·� 12;' 87" /26" !1/3:/ IZ" 87" /32" /'f4:I 12" 87" 138" /'/4:/

Toe plates are fo be punched to match holes in ,apron lip. 3/8" fl, gslvanized bolf.s f-o be furnished. Length of foe plate fa be WflO" for 12" to 30" dia. pipes, inclusive, end W-1-22" for .36 " to 84" dia.

pipes, inclusive.

Apron sect-ion -/'or 12" f-hru JO" di,.. pipes to be made in one sheet-.

Apron section for 42" thru 54" di8. pipes, may be made in fwo she�ts and t!tpron section f'or 60" fhru 84" dia. pipes, may b e made i n three sheers. All 3-piece bodies shall hBve 12-gage sides

I I �J I "� -------- - ------t..__ loe /sf-e Holes on 12•..Qf!!J_�s-msx. p !;;,/,�]o�-%:d c f:/':oft:

n s �i�':/:

iple panel bodies shall have lap

Connector section, corner plate, and toe plaf.,, to be same gage as apron and each to be galvanized in accordance with the specif',r:ations.

ELE\IATION Other Bpproved designs may be used in lieu of' the fype shown.

!EL!

For 1t1• thru Z4 • round metal pipes onl[I

Thre ed, Pipe rod

• Rod , holdt1r

7 \

TY"'E 2

For !t!'•II" thru-;;,;;;;;;: mete/ arch pipes onl!I For JO" and 36 • round metal pifws onl!I

Connector section -0

3 Rwefed, bol m ed � or welded-

TY"'E �

METAL END SECTION FOR ARCH METAL CULVERTS METAL END SECTION FOR ROUND METAL CULVERTS For65",,40• thru 85""54" met,./ arch pip•s only For 42" fhru "4" round metal pip•s onl!I

TOE WALL

PIPE SIZE I H

12' fhru 21' I /811 Z4"fhru 4tJ" I 24" 54"fhruc;i;• I 3,;•

Nof,e11 To,, wall � b11 �f-in-pt.,,c. or pr,d-f Lift lug, or hAr!I r,,IJ/ be ,,,_,-mill«/ In pr11C21t1f

SECTION A-I•:

Showing rounding of insw � of •nd .s•ction.

----- _________ l_,n_e_a_l _r._e_e_t_o�shown on plans Len th of' . ipe ft;

r a..-----�'·ttnqth

RoB<I surf'ace

---f-- I I 'u

I

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I• Direction of f'low

ELEVATION AND SECTION

'See Deteil

------f I I -+--- �ril---+-+-- I I

-----l

PLAN AND SECTION

CONCRETE END SECTIONS FOR CONCRETE PIPES

SPA N RISE

28½" /811

361/4-" Z2Yz" 43 3/.,." 26¾" 51'/a" 3 1�/N."

5812" 36"

65" 40" 7 3!/z" 45"

88" 54"

ARCH CULVERT PIPE

DIMENSIONS

A *e Uc D E F R T 8f/z" 3'-3" Z'-9" 6 '-0" 4 1-0" lon3 .3" 3Y2 11

9Yz" 4'-2" 3'-1011 8'-0 11 5'-0" fon 3 3 " 4" llfa" 5'-0" 3'-0" 8 1-0" 6'-0" /on3 6t, 4(2" t'-3'¾• 5'-0 11 3 1-0" 8'-0" 6'-6 11 /on 3 6" 4f/z" l'-9" 5'-0" 3'-0" 8'-0" 7'-0 " lon3 6" 5"

Z'-IYz" 5'-0" 3'-0" 8'-0" 7'-6" l on 3 6" 5'/z" 2'-7" 5'-0" 3'-0" 8'-0" 8'-0" l on 3 6" 6" 2'-7" 5'-0" 3'-3" 8'-3" 10'-0" /on2 6" 7"

Nares:

¥Pa,d for as .3eparate if�m of .. End Sections�

'F'F Included in pay length of" pip,..

Other spproved designs ma!/ be used in /it,u of' the type shown.

'ti Culvert bacl<f,H to Ii!"

(min.) above top of' pipe

Culvert excavaticn I bacl<f11/ limits

DETAILS OF CULVERT PIPE

EXCAVATION AND BACKFILL

Set end sections together at this point or as :,hown on plans

* Min. of' -½Dor Ii!" whichever is greater -/'or round pipe.

Min. of 3/3 w,dth or 12 11 whichever is greater f"or arch pipe.

TYPICAL PLAN

MULTIPLE PIPE IN STALL ATION

ROUND CULVERT PIPE

METAL CULVERT STANDARD CONNECTORS

L,"ru,...:11 -F�ef of i e shown on /ans PtJy length for cul,.,.,rf pipe withouf end s-«fion

Lineal feet of pi e shown on Ian$ !Pay length f"or culvert I pipt, with end sr,cfion =:k ,;.,,,.,,.,tric

____ �... :::::>r _ �--nf•r I�·-------- ------ I

CULVERT PIPE

METHOD OF MEASUREMENT

* ,( t:lt:" • Flow lint: e:le:ve1hon shown on arcJwings.

DIMENSIONS

DIA. A * a Uc D E

RECORD DRAWING

12 11 4" 15" 6"

/(J" 9• 21" 9• 24• 9/?"

30" J'-0"

36. l'-311

4z• l'-9·' 48" Z'-0" 54• 2'-J" 60" 2'-6"

66" Z'-0" 72" Z'-0" z·-o• 4'-0'4' 6'-or., 2'-0" /on3 10'/8" 2• 2'·3" J'-/0" 6'·1" 2·-6' /on3 121/z" 21/-," 2'-3" 3'-10' 6'-1 • J'-0" lon3 1572" 2Yz" 2 1 -1/11 3'-2" 6 1-/11 3'-6" l on 3 !6'/8" 2 3Jt/'' 3'·7/lz" 2 1-6• 6'-ifz" 4'-0" /on3 /61.1/,6" -� 4' -6" l' -7¾" 6'-13/4' 5'-0' l on.3 IIJ'/z" 31/z' 5'-3" 2'-/0¾ 8'-13/4" 6'-0" Jon3 24·o/J6" 4 11

5'-5" 2'-JI" 81-4" 7'-6" lon2.4 3314" 51/.? "'

5'·0" .1'-3" 81:311 e'-011 lon2 36'fl6'' 611

6'·6" l'-9" tJ'·3" 8'-6" lon2 Ji,7/.,• 6:12" 6'·6 11 l'-9" tf'-.J" 9'-0" ion2 3813/,6-H

-7';--

DECEMBER 1979

CONTRACT NO. DACW41-7B-C-0112

te e:

-v-ised t"or "A-,-

:s ---,8 u-i:-ctt

=-,c:-, c_o_n_ d.

_,_l-,-ft.,..o_n_s __ __,-,-,,....,,.,.,-c-:---11

REVISIONS

LITTL E PLATTE RIVER, MISSOURI

SMITHVILLE LAKE

Dwg. No.R4 CORPS Of ENGINEERS

KANSAS CITY DISTRICT

PUBLIC USE AREA DEVELOPMENT

PHASE I

CULVERT PIPE DETAILS

Recommended:

��,:-:c��:�'.b�l :::�CH

Scale: as shown

U.S. ARMY

MARCH 1978

PL A N

(lllustrat.ed with t11pt1 3 con=cfion)

E L E VATION

TY PIC A L C ROSS SECTION

{lllustrsfed with typB :::J ·:onnection)

Notes:

PIPE

SPAN

18" 22 " 25" 29" 36 " 43" 58" 65" 72" 79" 85"

A R C H

RISE

II"

13" 16 " 18"

ZZ"

27"

J/11

36 " 40" 44"

49"

54 11

GA. A

16 7" 16 7"

16 8" 16 9"

14 10" /4 12" -,r 13"

12 18" 12 18" 12 18" 12 18" 12 18"

D I M E NSION S

B H

1 11':;>:{'!;) ,-'1±1

SLOPE ....... . ,• (+) ,4.PPROX.

9" 6" 19 11 30" Ion ?½ 16" 6" 23 " 36 " Ion ?� IZ" 6" 28" 42" lon?/,7 14" 6" 32" 48" l on 2}j 16 11 6" 39 " 60'1 /on 2Yt 18" 8" 46 11 75,, lon :?/li ·zy, -9,, 53" 85" Ion ?Yi 26" 12" 63" 90" Ion ?)7 30" 12" 70 /02" Ion?¾ 33" 12" 7 7• 114" l on ?/4 36" 12 " 7 7 " ·126" I on ?

39" 12" 7 7 " 138" I on ?

Toe plates sh.1/I be punched -n, match holes in apron lip. ,4f/.;,ch wdh �•/ ff r✓-:;'/.:,��,t%�iu;f':t::: :::,:,;(;�nJ°f':,.

e pi; /�;�;�; 7:t� a;,�z e if w ;;':, ;;s;4 ':

inc,lusive.

Apron section for pipe arches wifh rise of' II " to 2 7 ", inclusive , shd/1 be rnade in one sheer. Apron section f'or pipe arches with rise of 31 " thru 40" may be msde in two sheets l!md apron sect-ion f'or pipe arches wit-I> rise of 44 " fhru 54 " may be made in three sheets. All 3-piece bodies shall have /2- gage sides and JO-gage center panels. Multiple panel bodies shall have lap seams joined by bolt-s or rinds.

Connector section, corner piste, and roe plate to be same gage and rn.1lerio1/ ;,s .;,pron

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

r ,,I

J�_____.,__,.

-'-'o,A ,__I ..._, - �w __ .,.___µ

P L A N {Illustrated with type J connection) p=q ,o. m,, Ho l es on 12• cen t er s -max.

p

E L E VATION

TYPIC A L CROSS SECTION

(Illustrated with type 3 connection}

Notes :

PIPE

D I A .

12 11

15" !8" 21 11

24 " 30" 36 11

42" 48 " 54" 60" 66" 7Z" 78 " 84 "

GA.

/6 /6

/6

B

MAX,

6 " 6" 7 " 8" 8" 10· 9" 12" /0'' 13" 12" /6

14 " 19" 16 " 22" 18" 27" /811 30" 18" 33" 18" 36"

18" 39" 18" 42" 18" 4 5 "

D I M E NSIONS

, .. r±l , .,.�(�) w SLOPE 2"(± ""'"'"0,1(, 6 " 21" 24" /or, 2/2 6" 26" 3011 Ion 212 6" 3/ 11 36" 'Ion ?½ 6 " 36 11 42" lon 2½ 6" 41 " 48" I o n ?).

8" 51" 60" Ion ?� 9" 60" 72" I on ?½ II" 69 " 84" /on ?k 12 " 7811 90" lon2� 12 " 84" /02" Ion Z 12" 87" /14" Ion !# 12" 87 '' 120" Ion I}?

12" 8 7" 126" /on 1/4 IZ" 87 " 132" /on !/4 12" 87" 138" I on //1;

Toe plates sh;;,// be punched to match holes in apron lip. Aff;;,ch wdh :¾ ' I' 9alvaniz ed b_olfs. Length of' toe piste sh;;,// be W f ! 0 " -for 12 " to .30 " d,a. pipes, inclusive, and W+22 " Tor .36 '' to 84 u dia.

pipes , inclusive.

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

Apron section for 4 2 " fhru 54 " dia. pipes, may b� mBd� 1n fwo sheets and apron secf/019 -f'or 60 " fhru 84 " dia. pipes, may be made in three sheets. All 3-piece bodies shall have 12-gage sides

J, J d c1

'":afr:n::s�;

"/2ple panel bodies shall have lap

Connector section, corner plate, and toe plate shoJI/ be same 9ag11 and m;;,ferial as ;,pron.

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

Thre

-, d , Pipe rod - Conn•cfor " lug

7 '

For 12" thru z4• round metal pipes

Thre ded ' Pipe rod

, Rod , holder

T Y P E 2 For 18'•11" thru � mets! arch pipes For .JO" and 36 " round metal pipes

Connector section

[] Riveted, bo t ed � or welded

I

M E TA L E N O S ECT I O N FOR A RC H M E TAL CULV E R T S M E TA L E N D SECTION FOR ROUND M E TA L CULVE RTS

T Y P E 3 For d5"r40" thru 85"x54 " metal srch pip11s For 42" fhru 84" round metal piptts Opfional fbr all sizes

TOE WALL

P I P E S I Z E lc'" fhru ZJ" 18" c4" 1nru 4,!J" 24" 64" /hru li,li,"

Noles· Toe wall may De cesf-irrptsce or pn,casl.

Liff luqs or bars w,il A, perm,Hcd ,n precasf

• foe ,.,.J/s.

S E C T I O N A - A

Showing rounding of inside ttd')" of end section:

An:h pifM

C URTA I N WALL DETA I L

ed ,,aide edge o'f' end section, /. en th of'

Road surfe,ce

- - - - -f I I

I I

- - - - -l

1 • Direction of f'low

E L E VA T I O N A N D S E C T ION

P L A N AND S E C T I O N

see Section A-A p,pe CONC R E T E E N'O S E C T I O N S FO R C ON C R E T E P I P E S

Tofc1I leng th of' pipe

END TR EAT MENT

BEVELLED END PIPE

SPA N R I S E

28½". /811

36 ¼" 2 2 '/z" 43 3/.," 26 5/s" 51 1/e " 3 / 51,• " 58 '/z " 36 "

6 5 " 40 " 73 ½. " 4 5 " 88" 54 "

No fe:

For curf.a,'n wall concrete

9uanfifies I outlet ditch riprap, see Dw9 No 4.

See Detail

A R C H C U LV E R T P I P E

D I M E N S IO N S

A * s **c D E f R T 8(2 " 3'-3 11 2'-9 " 6 '-0" 4 '-0" Jon 3 3 " 3(;, " 9 1h " 4'-Z" 3 '-1011 8'-0" 5'-0 " Ion 3 3 " 4 "

IIJ/8 " 5'-0" 3'- 0" 8'-0" 6 '-0 '' l on 3 6 " 4 r'z" 1'-3151,;, 5'-0" 3'-0 " 8'-0 " 6 '-6 " J on 3 6 " 4 fz " l'- 9" S '-O" 3'-0 " 81-0 11 7'-0" / on 3 6 " 5 " 2'-112." 51-0 " 3'-0 " 8'-0" 7'-6 " /on 3 6 " 5 7'2 " 2'-7 " 5'-0" 3 '-0 " ll'-0 " 8 '-0 " /on .3 6 " 6 " 2'-7" .5'-0" 3'-3" 8'-3" I0'-0 " / on 2 6 " 7 "

Not-es :

:f:Pa,d for as separate item of "End Sections ':

:/::/: Included in fofal lengfh of' pipe.

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

Culvert bacKf,�I 1'o IZ " (min) above top of' pipe

Culvert b;u:kf'i!I limits

M E TAL CU LVERT STA N DA R D C O NNECTORS

Nofe: For fy_pe of' pipe en ds, -!I For concrete culverfs (f)t T

· see Plans.

CULV E R T PI PE

METHOD Of MEASUREMENT

DE1'A1LS OF CULVER1' PIPE

EXCAVAT I O N AND BACKFI LL

Set end S#!ctions together ,,.-,.

!OO'

Normt'JI ditch f'/owltne

/00 '

Note : ----...!.---'"'-Ditch flowhne to pipe Transition dit-ch f'low/ine 1n

/00' to culverf inlet or oullef elev.,fion.

TYPICAL DITCH TO C U LVERT PI PE

-lf It. elev: - Fiow/rne elev.,i1on shown on dre1 wm9s

BEVELLED END PIPE

ROUND ARC H

Note. this point or as shown on plans DI A .

78"

)( S PA 'I

/. li25' 13 7"

R I SE XI

�3" c. 4 ' 4'

D I A .

15" 18"

24•

30" 36 " 42' 48" 54" 60" 66" 72"

Min. of -½ D or 12" whiche ver is greater for round pipe.

Min. of' o/_. width or 12 " whichever is greater f'or arch pipe .

T Y P I C A L P L A N

MULT I P L E P I P E INSTA L L AT I O N

R O U N D C U LV E R T P I P E

D I M E N S IO N S

A * e U c D E F R , T

4 " 2'-0" 4'·0� 6'·0�' 2'· 0" lon.3 IO'/a" 2 " 6 " 2'-3" 3•- 10• 6 '- 1" 2'· 6 " !on3 12'/z " 2'!-, • 9• Z'-3" 3'-10• 6 '- 1" 3'-0 " / on3 15'/2" 2'/2 " 9" 2'-11" 3 1- 2" 6 '- 1" 31- 611 Ion ] 16 '/s " . 2314•

91z• 3'- 7�· 2'-6 " 6'·ifz' 4'-0" lon 3 1613/16" .3• J'-0" 4'-6 " J' -7¼1" 6'-1-¾" 5'-o" l on 3 !8'/2 ' 3 '/2" l'-31 5'-3" 2'-10314 tJ'-1-3/4" 6 '·0· lon 3 243/,,t 4 • l'- 9" 5•. 3 • 2 1-IIH 8'-2" 6 '·6" Ion] 27'1;_, " 4 ;/z " Z'-0" 6'-0" 2'·2" tJ'-2" 7'-0" Jon3 28:/:," 5• 2'·3" 5•.5• 2'-11" 8'-4" 7'·6· lon2. 4 33'/e " 5'/z" 2'-6" s•-o· 3'·3" 8'·3" 8'-0" lon 2 36 'ftti" 6 ' 2'-0" 6 '·6 ' l'-9" tJ'-3" 8'-6" lon2 36 '/8 " 6 '/2 " 2·-0• 6 '•6 " l'- 9 " 8'·3' 9'-0" lon Z 38'3/.," 7"

� !l. elev. = Flow/me elevaflon shown on drawings

RECORD DRAWING

OCTOBER 1980

CONTRACT NO. DACW41-79-C-0016

84" 1. 150' .95 '' �7" 20' 4 '

90" /.875' /03" 71" 2 2 ' 4 '

96" 2,00() ' IIZ' 7511 2.3' 4'

/{Jc" 2 125' 11711 7911 2. 4' 5' 108" 2 250' li'6" �3" 2 Ii, ' o· 1/4" 2.375' 137'1 137" 2 5 ' 5· /i'O" Z.50J' 142" .91 " 2. 7 ' 5 ' /26" 2 M'5' 12·-10· 8'-4" 23' 5' 132" 2. 750' 13'· 11" 8'- 1"

2.9 ' 6'

138" 2.875' /11'·3" 8'-11" 2. ti, ' 6 ' 144 " 3.ooo· l!J'-1, " 9'-5" 3. / ' ,.

150" 3. 125 ' 15'·10" 9'10" 2- 7 ' , , Revised f'or "As !3.uilf � condition s l-?5-81 SYM. DESCf!l_l'.!ION _____ __ -'-'D'-"A

"-'TE:.....J..:..c.c:..=-"

REVISIONS

LITTLE PLATTE RIVER, MISSOURI

SM ITHVI LLE LAKE

Dwg. No.R4

CORPS OF ENGINEERS

KANSAS CITY DISTRICl Submitted:

PUBLIC USE AREA DEVELOPMENT

PHASE lI

TYPICAL CULVERT DETAILS

Reeommended:

�&4;:-����tN-RtNCH

BOYD BROWN STUD£ & CAMBERN

Scale: as shown

U. S. ARMY

AUG UST 1978

�� fuNGttITTRINGO�o�

,1LE NO.

R P -3-964

0. & M. M. PLATE N0

46 1

-1

.Jl�O .. L ..

f I

9JOf----(

I ,�of·-

910:

-4+00 til

-2

£xislinq R/W

P.1.-IR

J-.5 0

D• f".30' T- /66.77' R- 3819.7£' L-.33333' E·3.64'

Work area lim/f

Sta. 2-f50/nsfcJII culvert pipe.

D.4.-2.9 Ac.

Nole:

Excavate as required to provide unobstructed sight.

Backs/opes af outer limits or fhe area shall be lon3

U.S. GOVERNMENT

Sec. 13, T-53-N, R-33-W

I W. C. Price Prlv;;;fe properly

Sec. 13, T-53-N, R-33-W

.B.!.=ll Ll• /0°

D·2 °30' T- 200.51' R- 229/.83' L- 400.00 E· 8.?.5'

. 49f,?:?.84 Access Rd. 'D' . 0f00 Counllf Rd.

For the remainder of' Route 'F' profile, see Sheet No. £13

47fG2.84

<t. Access RO;:Jd 'D' 5hou/der

rt. Route "F"

0'

I � I

'. IOO�V.C �

-1 o+oo

·cROWN

ROUTE

F

PROFILE

3 4 5+00

700 1 v.c.

1 8 9 10+00 II

US. GOVERNMENT

Sec. 13, T-53-N, R-33-W

C.M, P.

STATION LOCATION ANGLE'. SIZE GAGE

cf50 Rfe. F'l 90 ° 24' /C, fl Acce:1s Road "D"

-z�

/Of38 End double biluminous surf'ace freelment

CUL VERT PIPE INST AllA TION

R. C. P. LENGTH

SIZE CLASS LEFT RIGHT

24' III 661 38'

it· I ,c·

F.L EL

LDT"

%'3.8

I I I

1'1G1ff

934.0

TOTAL

LENG1lt

104'

8' v Shoulder

I I I

\ &i· rtnDIDt IIBIMacl

I.UT IIIGHT

Fnd$ec. 'End-�

REALINEMENr I e6' .I Transition

..fL.filLL

LI= 9°02'44"

D2 7•

T= G4. 75' R=8l8.5!' L =!29.2c'

. Collin C Kindred PrivBfe proper/I/ Sec. 13, T-53-N, R-33-W

STAT£ ROUT£ "F• R£AL/N£M£NT

., i �I o 1

�I

't:IJ I : pc. Ov�rburden ¥ 3550 C. Y.

, # Excess material

I

· Prof'ih- I C9unfr/ Road -• - --- I

I

I

�' J 8 �

���--+-1Q'j ij :ti ROAD ';j;CI:: COUNTY

�� PROFILE

�� Cl. �I

[l'i <:i o+oo 2 3

,950 t::

.o

(J

"::J 9/0 � (,i t::

� 0\

4+00 l J I i l EX'cavafe ell maier/al ct;

projecf1nq above fhe siqhl plane I

SIGHT GRADING

(EAST)

RECORD DRAWING

MAY 1978

CONTRACT NO. DACW41-74-C-0100

Surracinq ror County Road Aqgret.fe surf'acinq at fons/S Y., Sia. OfGc to 4100.

SURFACING DETAIL

I i Excavate all material · projecfinq above fhe siqht plane

�� ::i " I;) 0\ � !1i � il'5

SIGHT GRADING

(WEST)

Revised for "Ae Builf"conditions A Revised A linemenf Roufe "F"

SYM. DESCRIPTION

REVISIONS

. LiTTLE PLATTE RIVER, MISSO.URI i

- i

94o_.

I

I l

SMITHVILLE LAKE

l j ACCESS ROADS I

INTERSECTION OF

STATE ROUTE·F-AND ACCESS ROAo •o• · 1

Sheet No.170

E.L.W.

Scale: as shown

U.S. ARMY

SEPTEMBER 197•

�i',1) I ;

•:?ffP1QAIYr«/

CHIEF, ENQINl!.UIIHG DMtllON

- . RP-3:'40() I

0. & M. M. PLATE NO. {E12)

----------------------------------------------------------------------, --- .. _,_ f ------ ._. ___ ., _____ .._; ______ .,.... ____ ..___'-,-, ..... , _____ _

CUL VERT PIPE INST AU.A TION

STAT'IOtf LOCATION NG.£ ""· SIZ=:�-'rM'::'�::-:::·:=+-:-:-:iiR.,.,C-':'�-':c--:-:+.,., IHT

::':L£HG:::'r.:

MQHT

':-::THC"=i-, L£FT

-:,F=:. c=:,L.., IIIGHT

;:::EL"=-t

W.C Pr,ce Sec. 13, T-5J·N,R·J3·W

Buried cable, S.W Bell Telephone

StiJ 4Jt35 R'emove Existing 24" RC.P �nd· /nstall a;/vi,rf pipi,_

U.S 60Y£RNMENT

Sec. I.J, T-53-N, R·.JJ·N

Dr:i,n Pond Pronde drain;;ge

: { ACCESS ROAD 'D' I

� r•----r------- ----�

SJtOO S7ttc 43r35 451-50 u· 1, er Ill 42' 24' 9110· J?t3 c4" 1, 24" Ill 411' 40' IJ¾IJ 1197..5 z4• Jr; Z2' -1-2' 9/Z.Z 905.7 24' ;r; Z/J' 34' 917.4 915.5

BM-,?D A boat spike driren rert,cal in NE'. root of 1,,, Walnut tree, lc5'Rt. of Std. ,Jt50 cl 901. 59

��� r -

·1-----= =-::--:-==--�-==:�t:===-=----1f---....:�51-----������ii\�

'7 ;���t�J;���t::::: ...... --18��:��� r

5+ j.;

;_..J.i..._ ---

Cl s

. I

Collin C. Kindred Su. 13, T5JN, R J.JW

Sto1. 45-1-50 Install

Z4"CMP

I j "' 1�� �- ·�� 1;...� \!)¼ ct:� '\.iO., :.:_, Cl') � � �.Q: Q.: Q.: I I :" - �

'� Q:? I� s::i - :� � g::; i� � 10) �

40 +00 41 42 43 44

·r i l

(ijQi

45+00

For Intersection details, see Sheet E/2

1 ·-r··--

0)

I.() Cl") r--.:

Cl:)

(_);:i �

StiJ. 49t22.84 Access Rd •o"-St;J. JJ_tOO Route "F"

St,!J. 53t00 /nsr�I/ culrert p,pe. Pronde outlet ditch DA. :4.h Acres

�-�-��-�--=---=----.:.-:.-:.:s,-- ---__..::,..._,_ St.; 51t62 lnst.;l// culrert pipe. Pronde out/er ditch. DA =5.2 Acres

A=7b 051'30" 0:4 °

T=IJ.18. 53'

R=l4.Jc.40' L:J9?J. 9t' LJr/50'

� rt Coun fy fbo1d Real inemen f

US GO//ERNMENT

Sec. 13, T·5J·N, R-J.J·W

"oo

1/00' J/C.

: SSD:(,4(,

l<=/21'

9i �Sli� � :::: � � � ct:

49 50+00

49tt?,?.84 Access Rd. 'D�l!tOO Rte.

/: Re;;linemenr-

49tc?.o'4 Access Rd "D''.

OtOO Reloc. County Rd ·

I : -- �-- . r . I I Roadw;} E,rc:iv:Jtibn: Overburden 13.877 C Y.

�!,ii

� � \s � 9) (_);j �

&l

51 52 53 54 55+ 00

(\J q5 \i

I")

56 57 58

Shldr.

r·: 1 • : ,- : . ···r·-·:

wa, £ :d: val/on:Overburden * ?l .344 c Y

Rock i t1e4,84/CY '. , . {mb�nkrpent 7,<384 c. t

* Jna'ludes �3, 460 C. Y Common to be 'used , dem emb;;n*ment 1

: , 24,841 C Y Rock l a?; �

� O";)

59 60+00 61

MO=l.13

��I() ��' Cl.: �

62 63 t ij ��"'" f-..:�<:t, .

64 6 5 +o0 •

- --·. ---- ···--r-·· . ·1- --··· ... __

·-·+- ---•·- 1XI i�H;~�.. : tt�=4.

: -- + -· -i ; . ,g,o r·-·r··-·1' · i .+ i . _ -+, :.L}:�:Jgzo

-r··· · i I , I ·::: _i.__; __ � ... . -- j 9/f? __ __ .

.l t. r··

'900

RECORD 'DRAWING ·: __ r:

I

. OONTil>liCf NO. !WM41-7�1ll,O __ .. - 1'.

I R�vised f'or "Ae l3uitf• condition�

SYM.I DESCRIPTION

REVISIONS

LITTLE PLATTE RIVER, MISSOURI

SMITHVILLE LAKE

ACCESS ROADS

PLAN AND PROFILE

_.__ 880

I I 12-,(h!I/ I "JU., I DATE I APrO.

ROAD •o" STA. 39t00 TO STA 6!5t00

In 199 sheets Sheet No. 171 Scale: as shown / f KANSAS CITY DISTRICT . SEPTEMBER 197!

CORPS OF ENGINEERS U. S. ARMY 1•

Subm-:

_ R+E· ,""'!_71/� � • li, ?(/,,, ��ii, CHl[f, ENQINEIRI.NQDIPIYILISION- , • _.,r., ......... ..,, V �•ID..,, ILi �- t

� ... 2.:!.- B-_ -- w.ws. _______ E_._L_w ..... ------ -.----f!_P�3.:.!!.!J

0. & M. M. PLATE NO. (Er3)

P.I. 2-D � L1- 7c;•57'30• '-.,_ o- 4• "-.

r- 1138.53' R�/432.40' L =- /923. 9G' ls• !50' /'

Sia. fi5f60 lnslall cu/verl pip e D.4. = 5. G 4cres

Dr;}tn Pond

rt. S 11/wa

U. S. GOVERNMENT

Sec. /3, T--5.3-N, R-33-N.

Sf.:iJ. 7Gf00 Install culvert pipe.

Provide oullef dilch DA. • 4. 2 Acres

ICM,.l.1111'"1

S.E.-0.0G' ft.

-f-l

--r j

I

6!5,_�po 66

-.. o; �

�,:)� �,C\i � �--- � � ..... � �

68 69

. 300' v.c.

�It)� �,:)� �� �'S:t &s ��� (\i(\, "i

-� ��C>) .... O) ��� �....; � � f....: � Cl.: � Cl.:

70+00 71 72 73 l.ri ',j '<i

74 7!!+00 76

Dr;}fn Pond Provide drainage

_j I I

'<i

... t··

',Ii � '<) �

78 79

Sta. 82f08 <t. Counf'I road will be abandoned l.t'i l(j l.ri � � �

80+00 81 82 83 i

STATION LOCATION ANGLE

I c;s1-60 ri. 90 °

7�-100 t 90°

·- --:T"

. CUL VERT PIPE INSTALLATION

C. M.P. R. C. P. LENGTH f. L EL

SIZE <WiE SIZE CLASS LEFT RIGHT LEFT RIGHT ?9'x/8' IG ?9xB' // I 48 ,?8' 874.0 875.3 24* /c, 72' 40' 879.8 '588.,1

TOTAL PIPE ENOS

LENGTH LEFT RIGNT

·7c;' ndSec •ndJec.

112' nrtsec, iFndS"c

BM-20 A boat spike driven vertical in NE. roof of' ICJh Walnut free, 125' RI of Sta. G.3150. Elev. 907.59.

i.

. ,--·--· _____ J __ __ I

I · I· I

I i.

I I __ J -----'------

Revised for "As Bui/t•condition9

SYM. DESCRIPTION

REVISIONS

REMAIIQ

DATE

'RECORD DRAWING

LITTLE PLATTE RIVER, MISSOURI

SMITHVILLE LAKE

MAY 1978

CONTRACT NO. DACW41-74-C-0100

8!!+00

ACCESS ROADS

PLAN AND PROFILE

. ROAD •o• STA. 65+00 TO ST A.82+32.03

In 199 1>heets

CORPS OF &NGINEERS

KANSAS CITY DISTRICT

Subm1tt.d. '.' � • n,.;;(.� CHIEF HWY r II 11.CTION

'1LED av DRAWN IV.

K.E.B. D.K.H.

Sheet No. I 72 Scale: as shown

U.S. ARMY

SEPTEMBER 11171

�M..,...,.,, �ION

PIU. NO.

RP-3--39S -· ···------.. --- .... -------------------

_&._M ___ M ___

P _L.A_T_E:_N_O_. --::

(E.14)

=_ ,�4

C/i,ar all .bvildi119s and fill well

SERVICE ROAD l 50'/f !l+oo---·•\ t.=9o•u D = i;,o• T: 5'5.49' R • 9S.tl9' L = 1so.oo· f--l Loop Road I

Surf.;;cing ( b.-s� s..:1me .:,s s,.,-.,,,ce ro,;Jd ( ovllef roa<l'.

P.1.2-S•IO�

I,., 30• Rt D • 20• T: 711.711' R • 28,.48' L • /50. 0'

OUTLET ROAO-ll.

DRAINAGE STRUCTURE- STA. 7+68

II.SO

BZ

--��- -��-�r- -� -t _ --i: : f �);�j-=-� -- l -1-

-·- /ISO ---=r-t·-4 __ - --_ :--r· :--

•�lJ 'Ill} i--1 :_ :

- ---�-�l-4--- - : i--

11.tOi ; ! . ;

---- --- i - i I_

• f ' ;- I

IJ/0: =-�-== -=-- �-:-----=-·-:-

-- -·-- -.I,,. -- ·-- -··--o+Do

--- r_ ... ------

Parh1ng Are,g

9 10

P.I. 3 -SB•13t 37.09 .1 = 65"..JO' Rt D•M" T·4/.tJ8' fl= 65. II' L•74.4.J'

P.1.3-S •15+76 94 If.

1,..3o•u D, 20• T, 76..76' R • 28' 48' L : /50. o·

Sf�. /5-1-37 ln.!1/,;J// cuherl pipe.

Sta. l.1155" Service Road:.

St�. l4t.J2.26 Loop l1oBCI

5f61. !3fl5 Inst�// culvert pipe.

Provide inlet ( Out/el ditches.

DA. =O. 9Ac.

� 1.2-PA• 13+3!1.02

Ll = 4"JO'Rt D· 4•

P.1.3 -SA• 1!1+!50

Ll = 4"Lt D· 4•

Sf.;i. lt3f77 lnsl-1// culYerf pipe.

D.A.•3/Ac.

T= 56. ZfJ' R= /432.40' L • t!Z.5/J'

T• 50.02' ft• J.(32.40' L = /00'

CENTER LINE OF SERVICE ROAO

II

I.Jf 55 .50 'ff

·1·

1-�-l

Ra9dw� IYcav,gtion Overb�rden l4,970CY. *

·f -f---L L

200'VC

12 13 14

Em bankrnent'/2, 700 CY. �

* Includes exc,;w�tion .and embsnxmenf l'or Loop Raad

ZOO' V.C

M.0 ·O50'

El 8150

=-:,,; �-=- 'l.:.

1!5 I 16 . 17 @ SERVICE ROAD

18 19 20

21 22

1•:A�

CUL VERT PIPE INST All.A T10N ,...;... - C. II. P. R. C. P. LENGTH f.L EL lOTAL Pft - ____ :.,: ILDCATION ANGLE

SIZE GAGE SIZE Cl.ASS LEn lll8HT LEn IIIQHT LENGTH ...,.._ 7,1�8 i'. 90° 24' /t,, 24" .llL * -i' 1)30(, 8/J.O 92 1 ntt&-c. nt/St!c. 2-JO•efbows

/Bt 77 f '4Z'Ll4h 1;3, IZ 34' X' ms �-0 70' i,JSec ndSec. Pioe Arch /5-1-37 � 90· 24"

2'-'' t5.7' �10.2 l109. 7 50' 'n-t'.5«: �S«.

/Jf/5 f 90" /8" Ito l,!J" Ill 2/' 23' 8/S.2 {J/1;.0 44' ndSec. End-Sttc.

,I' See "Orainagi, Sft:ucture• detail.

ALINEMENT DATA

P. I. P. Q.T. LATITUDE DEPARTUIIE AZIMUTH DISTANCE

SERVICE ROAD

8t?t!J5 I. I 71. 143. 24 483.771.{X, 77°.J0' ."i4750' /-S 1.177.(,(,803 483431.80 .Jn•Jo' 8(,/ !Jl' 2-S 1.17t 8?C.'9 : .(83.,18.J(, 11· �/)• SOU.I' 3--5 //?�J42.J7 ,t11.•4'5. ?c .urJo' I :,r,;,, /. u•· 4-5 ll14,(,5l.?1 48.J.839.52 J5'•.Jo• 75�- 'J.1'

© 5-S l/73.898.1� -183.885.85 1'71".JO' SIIJ. 74' ,-s 1173,831.05 484.400.15

OUTLET IIOADS

/-P 1.11, 51'.53 483,5?0,1 l?5 °?C'.fl' /0lt!.5' c-P . 117,519.08 48J. '32.7T 16rz.,;-5r ?50na 3-p ll7C 8c3.II 48137t!J . .U 257°26'5, 158.00' 1-P Ult 857.44 483,5.12.67 167° 2G'5T l48J5'

.S--P 1./77.00Z.25 -18.J.500 . .f] :

.JO'

xi9hng ground surface

Width of' subgradtl (Loop road} 1t1t,20•· llgqregat, surt�ing O.I I /sqfjd.

.ll t .. .

=i:.:.-= t I

10' I /0' .

- J·ft,"/f'I I S•)/J'lrl

I I

/� 1 5u/Jqr.1de in loop

TYPICAL SECTION - LOOP ROAD

II Sf.a. 6t50fo SIR. UfOO !J1de 9/0fl"5 .w-. lon2, d/fchtl!J an,�• d1i,p ;nd �cit �lop,u ;n, -.-KiJJbM.

!Ju �,nb1m>rm.nt p/,9n.

·-r-l---lfif l2' W1'd1 in loop.

<l __ �-- 1::�::T : r· __ 4 ____

-j

I I- I

_j_-+--4---t-'--4r------t+--+--t---t--t-+-,----r--'--- -�

RE:c;ORD DRAWING DESC RIPTION

MAY 1978

COl'ITRACT NO. DACW41-74-C-0100

II;) l,j '5

23 24

I

REVISIONS

TITTLE PlATTf �IVER, �I 7

SMITHVILLE LAKE

SERVICE ROADS

PLAN AND PROFILE

SERVICE ROAD

STA. 0 +oo _TO STA. 24 + 00

F . :1 · • � ���9 0:hE:�NEERS Sheet No. 173 &a',e:u� s.-= i

. ; KANSAS CITY DISTRICT ,_,_,o,coae: .. ' j ' � ·, I Subm_, /_ "";;'7fl' __/ �2?/"'c's tfP$_"" ! • . ._ .

I r-""'"- .. �-- - »-� -� . ' , OOMotltD Y, llOAWN IY, CHlallD IY•

• 0

-a.J�� . ·' U:.I. :D.l<.H. H.O.L. ' . Rl'•.161

:_...______ ·'-'-"==----------&-. .......... ,, _____________ rllf!ll

0. &-M. M: PLATE. NO.

_840

830 .

820 .

810 .

\ti �

P.l.-45•33♦00.46 L/=9° Rt D:/o

T:45O93' R=572958'

2:)+00 --- --- --- --- - - 30-+oo-L-=-

O O

SERVICE ROAD

CROWN GRADE

(,00' k'C M0=4.09 c::i °' I'-..

:q <:::)"" �� � � C1\

� c::i<::i <\, �"1 � ()

\,i ..... \si '\i "' <\j "'

.... Cl'i ho;.; ..... � � "' �fti

..... � � � 'b :::.:� 'b � Q.: Cl..:

25 2 6 2 7 26 29 30+00 31 32 33 34

/,?00' t'C

MO =J.39

.,,,. I'-.. '\i

� ::,, "1 ", '\, " <;::i � ?;;

� " I'-. K:

---<o 'b � <o � Cl..:

35-+00 36 37 36 3 9

C-¥1st1ng ground surface

� -� '<i � �<o

40+00 41

�"t .... '-9

?;; l--·'.15 :,_C6 Cl!.

CULVERT PIPE INSTALLATION

Access Ro.;d"C"- from. St.;. lrOO R. c. P. LENGTH F. L EL TOTAL TO Sta . .?t

O O tr.;nsition from STATION LOCATION ANGLE

SIZE CLASS LEFT l!IGHT LEFT RIGHT LENGTH ltEIWIKS

30' surface width to ?4' width , 40t00 90 ° M" m N' .J4' cJ76.l 8:ll.7 5�' .;nd f'rom no shoulder to 8' t-4-;.l cc t"O""O,--t...,._d"""" .,..,t

-ch..,.......,l---'----+-,-:::--:,-t-.,...,...,,-t-:-l�"'11:--t,m=---t--+-'---t-----,--i-c----t---4.-c:;-;1 --r.---=--+:c--:-::-----i---------i shoulder

Access Road 'C" (See Sheets £-5/£-,J

5+09. 76 ROAD •c•

1!!+53.31 AOAD A

Sta. 4lt00

Sta. 40t00

Construct entr,ance Ins tall culYert pip� D.A.=1.4Ac.

Inst all culrer t pipe DA.=l.(,Ac.

P.l.-5S•40+57.53.

L1=83°-z7:..03M

0=24 °

T= .212,89 R=Z3tf 7.3' L 0J;f7.7/' l50'J!C.

L l

Note ..

For slopes on Crest Rol:}d and

Access Road ·c to St;;. 3t50:t see Emb;mkment Pl;m s-1 l-

: . I

RECORD DRAWING

MAY 1978

CONTRACT NO. DACW41-74-C-OIOO

\.i'\j �� �g; Q.:�

'\J

C:::,"' o;

� --..Q:J

Cl.:

43 44 45+00

I

L __ l .... J

Re:vise:d for ':4s f3uilf"condltions

DESCRIPTION

REVISIONS

LITTLE P9ifil .RiY�R,_MISSOURI

SMITHVILLE LAKE

SERVICE ROADS

PLAN AND PROFLE

SERVICE ROAD

STA.24+00 TO STA 45+ I 1.86

Scale: as shown

U.S. ARMY

SEPTEM8ER 1173

Al>l><-...d:

�:oa-r _, ;f ��

CHIEF, E:NGINEUING DIVISION

flLl NO.

RP-3-579