Celina Dam As Builts.pdf

LOCATION IN INDIANA

INDEX OF DRAWINGS

TITLE

COVER SHEET

LEGENDS AND INFORMATION

SITE MAP

PLAN

PROFILES

R C PIPE DROP INLET 24' DIA., GENERAL LAYOUT

DETAILS OF CANTILEVERED OUTLET FOR 24' PIPE

DETAILS OF ANTISEEP COLLAR AND BEDDING FOR 24" PIPE

DETAILS OF INLET STRUCTURE '

INLET TRASH RACK. GRATING AND SLIDE GATE DETAILS

DETAILS OF ANTISEEP COLLAR AND BEDDING FOR 20" PIPE

DETAILS OF DRAWDOWN INLET

DETAILS OF TRASH RACK FOR DRAWDOWN INLET

PIPE STRENGTH AND JOINT REQUIREMENTS

STANDARD DETAILS

PROFILE ALONG CENTERLINE OF FILL AND SOIL BORINGS

PROFILES THROUGH BERMS

DETAILS OF STILLING BASIN

TYPICAL CROSS SECTIONS

TYPICAL CROSS SECTIONS - EMERGENCY SPILLWAY

DETAILS OF SECURITY FENCE

Submitted Bp

7... c dr

AS BUILLa ...A

-45 ,A, APPROVED BY

r '-'1‘tateranservation Enpnee-4- Soil Conservation Service

Indianapolis, Indiana di/ Ar

'Li/CAB Heod,Engineering and Watershed Planning Unit

4/

Soil Conservation Service Lincoln, Nebraska

Regional ngineer /0` . Forest Service

I Miraukee, Wisconsin

'- ki 47,-,4, Regional oreAter, Forest Service, AtIvraukee,Wiscons,n

DATE

Head, ENMeedng Design Unit

Indiamwoll, Inaarm

U.S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE AND FOREST SERVICE

DETAIL PLANS FOR

MIDDLE FORK OF ANDERSON RIVER WATERSHED

PROTECTION AND FLOOD PREVENTION PROJECT

PERRY AND CRAWFORD COUNTIES, INDIANA

IN COOPERATION WITH

PERRY COUNTY SOIL AND WATER CONSERVATION DISTRICT

CRAWFORD COUNTY SOIL AND WATER CONSERVATION DISTRICT

MIDDLE FORK WATERSHED CONSERVANCY DISTRICT

STRUCTURE NO. 5

SHEET NO

3 8 4 5 & 6 7 8 8 9 8 10

13 THRU 1 9

Sheet I of 31 5,c -25483-P

29[-_-

SW

GP

GM

GC

SW

SP

SM

Sc

26Hshole

TEST

Centerline Borrow Emergency Centerline Stream Relief eil gi

Alm rilui a lo f :4 xP i-.

Well

Silty

Well

Silty

,47 calcified lsillstone

Metamorphic

Poorly

Clayey

Poorly

Clayey grovel grovel, sandy

:rii°1Yel.

gravel, 9 clayey nonvde: , 1 op be added to Standard zones calcareous shale sandy shale 32 quortzite 4' veiss 501i marble 51

HOLE NUMBERING

of dam area spillwoy of Outlet channel wells

UNIFIED

graded gravels;

graded grovels gravels; gravel-graded sands;

graded sands sand sands; sand-cloy

33,C docks grovels; grovel-sand-cloy

:ii

IA!

x• t.

It.

L

:si:e sand-are present

Hcolcareous structure gravel-sand sand-gravel

UNCONSOLIDATED

II

sgorralvde,ily 12 11111groeily sand sond , 14 1illil clayey

SsO:cl, 15[ cloy' Symbol when in the section.

CONSOLIDATED

sandstone 34 sandsione

's ha: di ''sYt o n e 36P.::

breccia 37----,-:'1:..::

slate 52:':::

sow 54 soapstone tale entme

SYSTEM

I -99 99 101 - 199 201 - 299 301- 399 401- 499 499 501- 599 601 - 699 70)-799 mixtures silt mixtures mixtures mixtures mixture

13111Iko"n'oy

Sedimentary

SOIL CLASSIFICATION

SIM

signif

;-X.lorr

1,90n,c

Igneous

Ty

MATERIAL

silt sat , 17,w.

.n silt, clayey 19 silt icont °mounts

MATERIAL

Rocks iimestone 38 oherty 3 limestone sandy on e 40M dolomite 41

Rocks intrusive 5' ociostic 55

OTHER SYMBOLS

cal Soil Boring

31 hole logged

* h ole sample d 104 o e " "

./". dip and strike

CL;pa or trench

WL (date) groundwater lewd i on a date

ML Silts ; Silty, CL Clays of low or gravelly

CH Inorganic cloys

MH Elastic silts, OL Organic silts low plasticity

OH Organic clays

SYSTEM

7.trA ve;

Mil'i ply;

of

0'.1.

IOU

only specified y.f■ne to al.>, and of of micoceous c ay cloYi gro,,,, oho y .

sandy cla y, silty organic clay dispersed chalk rn I chert extrusive

GP

GM

SP

sc

Use number the

SYMBOLS

sands; sandy medium plasticity;

high plasticity or organic medium gypsum either

Soil or silty to high

Undifferentiated

56Pfil

TYPICAL

diatomaceous

'-e -..-' or em eti s•Ms

F

1150.0 clayey

; tot clays

- viL(4-to-s9) description, or symbol

Type.

silty, plasticity cobbles, peat

I "'if- ; terous * calcar -eous * cap( gyosum

=on,-

LOG

of

5, 115 sandy clays silts of

Paved Rood Cemetery ,_--i-ii 1-• b 1

:-. : I

, Sub-Watershed Boundary _--------- Control Point, Permanent_ ______ __ ____B AD .

Fence Control Point Temporory_____ 0 * 1 3 ,Existing x x , DIVERSIONS 8i EMERGENCY SPILLWAYS

DEFINITIONS OF TERMS Fence,To be Constructed Point on Offset Line_ I I Fen ce,To be Removed _

0 ® Point of Intersection 0 s- Grade of channel in feet of drop per foot of length b- Bottom width of channel in feet ss- Side slope ratio, horizontal to vertical T- Top width of dike, levee or fill in feet FH- Fill height of dike in feet (vertical distance from bottom of channel to lop of dike)

Telegraph and Telephone Line (Location of Pole) T T Lake or Pond,Perenniol _ _CD

Power Line (Location of Pale) _ Lake or Pond, intermittent ff2, 54

TABLE OF STANDARD DIMENSIONS

voon),. IMPROVEMENT T so

Improved Drainagewoys Diversions Levees Drop Inlet Embankments Chute Embankments Drop Spillway Embankments

8' 10' 8' 8'

31 or As shown on drawings 3,Ior As shown on drawings 34or As shown on drawings 34or As shown on drawings 3,1 or As shown on drawings

31 Upstream-21 Downstream

m Grossed Watercourse ---•—• —•-•" Culvert i■ With Hood Inlet __••04)

NOTE ,

I. Use standard dimensions unless otherwise shown on drawings

2. Use s, b, and FH as shown on drawings Stream, Large Culvert Extension ,:*3

Marsh f improvements ore along Bose Line unless otherwise indicated Elevations of pipes refer to invert elevations Cross sections shown as looking downstream Lines showing limits of structure excavation ore on a 1 ,1 slope unless otherwise indicated

--- • . :N o 'Obeid.'

--te-s. -W niiiTerUil 1 te::--,-: .

"4■1.11:

hie-..41iiir-i.

Lantana')

- -_am*:

TM-W.

-- -,x{t- 71 ---1.7:1

—tati-_-i

'SS SE TION EGENO NoTE , - unit Jed Soil Classification os determined in the field will be shown along with Sail Boring Logs as illustrated. Logs of soil borings are availobie for review upon request.

IMIAMMIFIMIlki

• . '1111111147737741-'

IONS •

ire -• r, ' ' '

.1 ifr.-- 1 JP Nape I•

If I.

6.1 -- illaiLt

80R

NI& - - •

off

11 ity - AV

MIMI

Nu_

MH

v

IN Arra_ • i'l

:Nam . v•

91111•111V,111=111111AIMMEMINI

--e-- --, i,N.

i it. .4 i '7:', pc,

1.21111 EXISTING GROUND LINE ' ' fn.. v-v..,.1

---,1114-

..r

LASS- P "

Oa /a

- : : - -FILL._-_-

:V/ .1- •

40110111 0 9- 0" • ,I...---i wa .o /Aim

. ..4•14,17 /tit eri •M /1 / ,_6...

I 0 . - 11:li

1111114%, 11,111

Ehr -11111 aNft illinilasMEIPII

-MM.\

- Jo i , I•11, • IT

.1

117CL_ • A .. A firf.11. A .111,1■',Arl • . .

AIL lall t; • • - e 1. _ I I , BORING ND. 64

F X0A-1447.0N- r r -- - !,:•,- : : .

at_7•9

- XGAVAT N-ROV. __-__- ■il.,.. .,• .. --smE

, • , elk • a

Ni■WvillINitiga• wu—

Iftwa tte-ji I, 4. GROUND /NE _ limn .i A BUILT

LEGENDS AND INFORMATION

STRUCTURE NO. 5

Middle Fork o Anderson River Watershed Protection and Flood Prevention Project (PL-566), Perry County, MS/ono

-1-- ,-

1 '11•111111111102,M•

RIPAPREPAWI

wricrivA— -AM

ME

E /60 cr. _._ _...-_••• •ild.1,0"

■ ' IIVISHELI GRADE

EL EVATIOAl A. 3.0__.

' - 43H4CicL ANSVER54

TT/4°

--- U. S. DEPARTMENT OF AGRICULTURE

L. 1 • N

-ROWEX SOIL CONSERVATION SERVICE

........n.

4.,, Jackman Dote

:1

7 :.r7=77 frIZIME • ItaLl- --- , km

Pawn

Swett

Checked

CEA,. 4-68'

...toyed by

TI. •=7.7

id'. _ - Allaargi

17+00 18+00 19+00 20+00 21+00

_i

49° •

(REV 10-17-62)

Sheet No 2 ,;,3 -/ -

Drawins No

..5E-2,5 483 P " bc,rruw ores No. 4 Nit c/sed

Permanent Pcol Elev. 540.5 ---

Emergency Spillway Elev. 547.5

# 102

MATCH LINE Sheet 4

Notes.

I-All buildings and fences within the work limits shall be removed by the Contractor and shall be in .idenfal to cleoring.

2-All power lines and telephone lines within the worl.

Ilmits will be removed by others.

3-All roods within the work limits ore abundonedi 4-The borrow areas shall be used in numerical sequences or as directed by the Engineer.

5-Areo within Borrow Areas. Outlet Charnel, and

Embankment Area sholl be cleared and grubbed.

6 -Topsoil shall be stripped from Foundation. Excavation and Borrow areas and stockpiled in area: approved by the Engineer.

-Clear boat lane – 50' wide

Approx. limits of clearing , Elev.541.5

Sediment Pool Elev. 49 ao t I i

I '

P80/.•/.

r-- •

\76•510?"--, Divers;o

,- Borr; w ArOo y.B.ee E lay. 5535.5 At incipal Spillw t/N

0/ version

• • • 01

,-C

"104 orro Are

No 3- 11/4, I*6\414, Nk" t Clear pan? 02.

Erngrgen y S/Ilway r OW

Clear boot Ione –

50' wile

Do Not Clear

0 200 400 600 I I

Scale in Feet

Notes:

7 - Area ipstreom from embankment area and below elevation

541.5 except os noted and area within fifty(50) feet of toe of the embankment shall be cleared only.

8-After spreading stockpiled topsoil in Emergency Spillway as specified,the boldnce of the available topsoil shall be spread on the finished embankment and borrow oreos above permanent pool elevati.on 6s directed by the Engineer.

E--'-The outlet channel shall be shaped into existing channel as.

staked in the field.

• - Borrow Area No2 Below Elev. 53

BENCH MARK DESCRIPTION

(0-olveri,07

Elev. .5-44,.‘, 3

QUANTITIES

pg, ni.44 : Standard Tablet dee in top of donorSe monvn,en at 5671-,:on E/ev. 663. 3 7 pa.m.#2 5eondaro/ 72Wee set' in bp f Lone/Ate fikdounvekee-

CO\ qt. .5fa?'‘.;,,) 0 too – on E 7/

AS ELT

STRUCTURE NO. 5

SITE MAP

Sheet I of 2

Ahddle Fork of Anderson River Wore)shed Protechon and Flood Prevention Prated (PL-566), Perry County, Inchon°

U. S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

, ______ 7,6 7 •7" by- _ e”.g.01 __ -

. 7.6 i0167 75/ ,5,6-25,483-P

SCS-31 3 (9-64)

Do Not Clear

Cleur Boat Lane

- Nide

N

Do Not Clear

: • `Nllt,, ‘.7 •••• leaf Boat Lane 50'Wide

M A

T

, 1 t i

1, lia. I / \ ----

, . .0

4kci .' k i ...... .....‘„...„,........ --..., . .. ;!! ‘..„... .-r r ,,.. • rn lik 4•1.,,, "-...., .. ...... . _ ..,---...,....„.

, : N.. " 4." N 1/C47, .,... , ,..., ......, ... ,..,..“., ..“ •••, ..' .."." ... 1. '' .'" '4. •.

4.

ii) k ., 4., ........,, '

... NA .. -±-...41/4.4

• -4;;k .:

...% N. • ' N

1 .r, '‘ - ‘'• .

...,N

N -s i

‘1.

.4. N

• 4".

J

.., ' 14. \

4% ., 4 ..

r"

Clear Boot Lone 50'Wide

Do Not Clear

Work Limits Permanent Pool E le v. 540.5

Emergency Spillway Elev. 547.5

—Approx. Limits of Clearing Eley.541.5

UnitStotes of America

Rickcnboug h Cemetery

0 200 400 60C

Scale in Feet

AS BUILT

STRUCTURE NO. 5

SITE MAP

Sheet 2 of 2

Middle Fork of Anderson RIver Watershed Protection and Flood

Prevenhon Project (PL-566), Perry County, /nchona

U. S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

.,..nA.S.Kessens 7,67

w. F C n /0/57 .541 E-2.5;4615-P

SCS-313 (9-64)

Elev. 547 5

APOrowd W

TqW

INFORMATION REQUIREMENT.

SCS-313 (f-61)

Sta. 81•25

____ CL 1014.0 , 18 5 ZONE I _2084 I I

_ _ —1-0-1A-.0- CL 108.5 17.0 L ZONE I

CH 1011.5 , 19. 0 ' ZONE I cc, O

0;

CP

32.

a,`

(V

/ c , 550 ti

5f)0 -

14i.rei-stel ft,4" 1_,n ft , S,..

i-2`i 11, Twice, 4".4,e-e4.4P

Shope Outlet Channel into Existing Channel os staked in the field.

S) 3;>

I 9

( 1 7:5

N O

I

++" I -1 I

Ele v.554.5

0 LI

N

)\° AS BUILT

STRUCTURE NO 5

PLAN

Sheet .1 of 2 --

Middle Fork ot Anderson River Wolefshed Protection and F7 d Prevention Project /PL-5661, Perry County, Indiana ql3 <0°

Note:•Do not Borrow within 11 00. of Toe of F11 ■-0 V

Emergency Spillway Curve Data

I 75°00' R 150.0 r 115.05 Al 31.05' C 18? 7.

L 196.25 U. S. DEPARTMENT OF AGRICULTURE -

SOIL CONSERVATION SERVICE P~dius of cure-o,t,,-e.

7-F.9 ' upstream from

SY°. 4{/_576 1 0 fab/ro 50 100 200

ne55.,zri.a T.x..WSKesfens-...6,6 7.

vt./. r. rai✓ /o/6

46_

„..„---Diversion- Approx.', -7te/y /in.

see sheet 29 for ryfri,:sy/ Cross SecHall exrowed i^ '6;3 area • Do so

Elev.509.IG Sra.10+ Emergency Spill

4.5

CAt sr

,so i90

Section, 4-4

Emergency Spillway Curve Data

/ 45'00'

R 300 0' r 12 4 2' Al 22.8' c 229.8' L 2,35.5'

Radius Point is 90"off station 8+55 397' Fill

0 50 100 150

Scale in Feet

S T RUC 5

an //Wes

Dirersioos ________-401f4ireose US /M. ft.

PLAN

Sheet 2 of 2

Middle For* of Anderson RIVOM Aveeclion and Flood Fierentioe Noyes, (PL-5661, Perry Cosa% Inflow

U. S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

JM Reel 6 D4:7 APP, °"""

Kessens. 6,67, SKe s s en s Cra 10/67 "° 6 5,6"25,483-P _l of

SCS-31119-84)

AS BUILT

PuFIL cRLIF.,.0-. STRICTURE

Stc.ilioni7751 To 4-en ;f/or.q ,tci go loo , tri/Gr //0100 /&%":00 43otoo /401-00 o,c ct 'Co/7.5.4m uctzo/ Fi//

EZev. = 5 , Add a Crow')

\ N N N N. N N N

N

N N

55= 3:1

ZJun-re'd Rrcp

B(ri»(Coc_q<:)'

&Orin

55= 3 ' 1,,.1

Berm 5i3 f,5-3 I

Slide gots Invert- 489.75

Tiwzr, leo 00

7 • t

9er;g 5,o ml/way 517.5

/Permanent kbo/ 440.5

Poac/ o be atam;o(cweal

_ Exis~/n9 6-u/k/ 8b11oms

7m ,yert

4 jtilki;g Basin 472.5 t--

, • .1

Cote 7ret:ck

--Inver 1 176.54 j: 47.15 (/ianr.o..' b - 45 ' 55 rip, , .5. 0.00,. c ................_

.EI

irr

,0

QUANTITIES

- Com/m7on

444-,2 Cu c/o'

746-A4 Cu yds

,...54_44-'ett9-6e'"f"'cv

1,14: cia's

4goe 9i9,1

/!‘,ess- Ca yo'

For el;141/ -C/a5.5 A

Struckute ExcavationBocVA/// I, 386 (,)

75 444441 1107404 Co

70,0.50,/ 4orecic1r g cmm )er9encyr - /4547 .59

Dumicied k'i,orap

TRU -TURL

a -

Core _ truct.ft e _

Stream 7 Chu/if:el Cleunai

To tat_

Excavation

8o,-row Em1:e/ -9ency 3,o///wag

PROFILES

Middle Fork of Anderson River Woterstred Protection and Flood

Prevention Project (PL-5661, Perry County, Indiono

U. S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

0.1*

ToW z.

Trac“

Checked 144F Croiti 5;e-25;4133 -P

Tale

FORM SCS 316 APRIL 1963

N

0 Ln .n

N tr)

Bor

12+00 13+50 10+50

N

N

AS BUILT

STRUCTURE NO. 5

Pr ofile along Top of Fill and q_. of Retaining Berm

I

4 N

Lail cs l, \ Existing Ground Line along C. of Emergency Spillway.

d. v. • \ s \ u)

W

Existing Ground Line along CLof Retaining Berm

\ N z

510 Excavate 0.5' below finished Gr ode

> Line. Bock fillwith Topsoil 100 feet WeachIside of center line of Emergency

Spillway from Sta. 4.00401285

Where Rock • Excavation is encountered excavate 1.0'be low finished Gr ade

Inlet Section

0+00

1 4 50 3+00

4+50 6+00 7+50

PROFILE A LONG Q EMERGENCY SPILLWAY

lizevel_l Outlet Section ecItor)

9+00

PROFIL ES

Middle For* of Anderson Myer lebtershed Protection ad Flood

Prevention Project (PL-566), Perry County, Indigos

U. S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

oe„....J.M. Rae I 7i_r/ .7A7

111:111— Drawing NO

"- 5,E-25, 483-P 0 3/ it.P.NNOS try

TAM

for aelods or clef s see e s 1., For ofe/o//e see sher4 49/ ‘.7"/' tn,-0 20 For o'ttio,4 ate shee''s /2 "7,,-,"/ 24 see sneel'..s 22 c,-rld 29 A

LOCATION

AS BUILT

STRUCTURE NO 5

SECT/ON 13■AL CENTERL/NE

QUANTITIES

CONCRETE. CLASS 4000 LAUL,_ -144,4 CU.YDS.

STEEL BAR REINFORCEMENT _

FR

/45/_ _14:41s Nunn

PIPE CONDUIT - REINFORCED CONCRETE PRESSURE PIPE. 24" DIA

, INCLUDING CONCRETE BEDDING_ 314 LIN. FT.

PIPE CONDUIT - REINFORCED CONCRETE PRESSURE PIPE, 20" DIA. , INCLUDING CONCRETE BEDDING__ ITO LIN. FT.

STRUCTURE DRAINAGE:

GRADED FILTER MATER! AL _ -

-42i- 72 CI.? ;EDT: ASBESTOS-CEMENT PRESSURE PIPE, CLAYS ilk PERFORATED. 6' DIA.

TRASH RACKS AND GRATING, GALVANIZED

LIMP SUN

IL_

A00,0Md M.

Ye.

or, Doentile sheet //

J:2°00'

6/). /7 :3" a/c",) .

Ce.>;e,•1

P. ens e Pipe C /50 r cielede see sheet 75

Anima/ stuar-e yCvr- aelad see sheet ZS" (ry074 Irc-).) Ted

1.1 R4" PIPE

P1414/C/P44 5P/LLIfAY

P/PE INVERT ELEI/4 TONS

Pier ier RAf 6erti-

NOTES

I .

2.

3.

6.

7.

PIPE

LENGTH

ELEVATION STRUCTURE IS SYMMETRICAL ABOUT THE CENTERLINE UNLESS SHOWN.

CAMBER CONDUIT IN ACCORDANCE WITH ELEVATIONS SHOWN IN TABLE.

FOR DETAILS OF CONSTRUCTION JOINTS SEE SHEET 25.

CHAMFER ALL EXPOSED EDGES 3/4".

BACKE ILL FOR CORE TRENCH AND STRUCTURE EXCAVAT ION SHALL CONSIST

OF THE MOST IMPERVIOUS, COHESIVE MATERIAL AVAILABLE.

FOR REINFORCING BAR TYPE DETAILS. SEE SHEET 19.

EXCEPT AS PROVIDED FOR THE PI PE OUTLET. SHORTER PIPE LENGTHS MAY

BE USED IN LIEU OF THOSE SHOWN. WITH A MINIMUM PIPE LENGTH OF 8'

USING APPROPRIATE JOINT EXTENSIBILITY. REVISED CANNER ELEVATIONS

WILL BE FURN I SHED BY THE ENGINEER 1 F PIPE LENGTHS. OTHER THAN

SHOWN ON THE DRAWINGS. ARE USED. -

For detods of hcced 'form see sheet /0

INLET

P.J.- . +11

P.J. ?

NBA .75

10.0

488.85 2n.n

488.45 PLAN 20,0

P.J. 488.15

20 P

487.78 P.J. •4

20.0 P,j. 447.25

70.0

P.J. 46 486.55

TO. 0

P.J. Al 485.65 20.0

P.J. NB 484.55

20.0

P.J. .E1 483.'22 20.0 8. ELEVAT IONS FOR TOP OF CONSTRUCTED I ILL WILL VARY ALONG THE CENTER-

L INE OF FILL ACCORDING TO THE PROFILE SHOWN ON CROSS SECT ION SHEET 26.

P.J. •10 492.12 20.0

P.J. III 481.22

20.0

P.J. 012 480.52 2n.o

P J. HIS 479.92

20.0

P.J. .14 479.42 60-0 20.0 P. J. •15

OUTLET

, Berm a,-o 73-6

Lre'

479.02 24.0

478.54

W14 a Z C•cmPI • o

,:_resr \ c,,,a79,tr,cy 40, //way \

t ... eannzge,c ,C.SittIS l'i; 15.0 C-C \

-\-- _., 24 " 47.;:rm \ g Pier- Zonal ./± zr/r) 642. t..7 Bert,' 55 ny, 5Aoe liafe -193.5 lowe►-t 489.75

For Ce.4ohis of Shliing 80.5/l7 see ..s,hee,75' ems 509.0

2v2 coltirs 6r e5-.= 4.12- Gr /overt 48330

48700 G///e/ Zn✓er/ = 4.7?=?

____7.--51///iny eosin

20 0447,nrorordronergfig p•-ess,vemps.

_nnte'"1"fs See s"Mr _ . .

4 see ante, 24

5-e-chon,, 20 1 , Excava,ie Core 7iewch

-weaH'ered -shale- or az oVecAto/ by //),e „Lci-rnzei.

4' 72.5 Section

Section.

.5110/e or as ch. ek_1-ed tv Ake

R/C PIPE DROP INLET 24 DIAM.

GENERAL LAYOUT

Middle Fork of Anderson Ricer Watershed Protection Med Plead .

Prerentron Project (PL-566), Perry County, inctiono O /9 e p 30 40 SJ

Scale in Fero+

U. S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

D•t•

D•s.ned Reed:.

,.ced _ Shed De.... N.

.442tr1A 8 I." -I/ !"- 5,E-25;4832p

GCS-313(9 ,t4

-6' toccy/ Berm 54,75

15-0

Berm SY 7 .5

, - 9-0

OMR I ,4110.11i-eciaieed R/lorap

-8 I Dc./nF;co'F/;c i-v,e, DETA/t A

A3-;—ic.4a2/ .5p1/Avaj,e I

,SECT/ON ON CENTERL /N E

ele/

PLAN

CoriS tivctr01 Fill L/i?e nj

11.

G/rxii)(>1 &/?cr C Princes/ Spillway

Grocv.70/ /-/i/er

Zrob Tre ct Drain

AS BUILT

STRUCTURE NO 5

/60 - 0 .to-0

9:,/641,;./oo tin /-7. 6" &am.

4:56es Aos Cement fi.rl'oro•led

P/pe Class /SO

R / C PIPE DROP INLET24" DIAM,

GENERAL LAYOUT

Middle Fork of Anderson Ricer Watershed Protection and Flood ihreention P'rolect ory..-566), Perry County, /ndiana

U. S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

Notesl. Not to Sco le Z. 1.-J; ft,:;-)01 defoils of ciroinage, See sheet 25 ,SECT/ON AA DetaiMILLifrilike. 4Z. TAP""4..

a/Y./Peel -- - ----

- :411111110110111,.. x5-7I 3 (9-64)

SECT/ON 88

4:4'25;183-P

Pier Install R/C Pipe Joint at Upstream end of R

Cradle See Note 3

• PLAN

3 & 12

IA

_3 3

3-6

SIDE ELEVATION 2-26-63

-t'-s t EEL SCHEDULE

LOCATION

Fooling

Footing I Pier

Pier

Creel!, it

MARK 1SIZE 6UAN. LENGTH' TYPE' A

4 '4 1 3 3 -6 /

2 '4 /0 F 4-3 I 3 / -9 2-6

3 '4 /0 7 -0 /

4 "4 /4 5 -9 4 0-8 12-6.

5 7 2 -1-7 -01/

• 4 • 6 4 4 22-0

7 .5 i 4 . 22-0 /

8 *4 29 .I 7 - 0 4 1-71 3-9 1-74

I i I 1

T

I I

I I I I 1 I 4 I I i

IT I

4- 14 -I- - - - - -I-tlil L il

4 Structure

24-0 ( R/C Pipe)

8-0

6 5® 6' 12

3-6 co

SECTION A - A

Not to Scale

DETAILS FOR CANTILEVERED R/C PIPE

OUTLET FOR 24" DIAM. PIPE

Middle Fork of Anderson River Olotershetd Protection and Flood

Prevention Prayed (PL-5661, Perry Cowry, Indiana

U. S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

E. Bloom maw. R M Serge_

'ricscso L G c■OldnIOn

CRICe[O___ _ _ _

Revised IN- EDIT 7-16-68 --iRevised for 30" P/C P,pe

IN-EDU 8-13-64

t Reference I r-38475-4 Reveee r5Ign'r nn Design Staff E W P. Unit - Milwaukee

-I "E' "J. S. Haugh

E 8 WP UNIT -

2- 0 it 0/8 Cradle

I - 5

1 1 i I I iO 0 -

4-I

PLAN

DOWNSTREAM ELEVATION

DETAILS OF CRADLE SEAT ON TOP OF PIER

ISOMETRIC VIEW

VPreformed Non-Extruding and Min. Resilient Type Expansion Jaint Filler

L•fq, ood or Steel Form Tamped Earth

2.6 Cradle to be separated from Pier by

by one layer of heavy asphalt treated roofing felt Approximate weight 55 lbs. per 100 sq. ft.

Pier

VIEW B

/C Pipe

Cradle

Pier

Footing

ISOMETRIC VIEW

at 4 - 20-64

STRUCTURE NO .5

See details for forming Cradle Seal on top of Pier Cradle to be separated from

Pier by one layer of hooey asphalt treated roofing felt

Approximate weight 55 lbs per 100 so ft

Revised 7-16-68 rc7',HZ rf,/

/G - P

80-6

/4 0

88-0

88-0

203-0

QUANTITIES

STEEL BAR REINFORCEMENT

LOCATION

CONCRETE

LINEAR FEET POUNDS CUBIC YARDS

• 4 I 53.00

/50. 50

35.4 0.53

/00.5 I. 13

* 4 291.00 / 9 4 4 4 .08

Cradle

TOTAL (EACH)

5 88.00 9 / . 8

/4.00 28.6

450 7 POUNDS 5' 74 CU. YDS.

Fooling

Pier

CLASS 4,000 AIR ENTRAINED .

Notes

I- The structure is symmetrical about its centerline

2-Quantities bused on outside pipe diameter of 296 feet.

3-The twenty-four (24) feet of pipe in the pipe outlet shall cOnist of not inure than tnree (3) lengths of pipe, with no pipe length less than four 14) feet and with the longest furnished pipe length of the downstream end.

16-0

Type B-I 7.cricrete Bedding

22-6

4/C Cradle

Preformed non-extruding and resilient type expansion joint filler to cover entire face of bedding.

A•IMOVIED .

ot3 "9111 sE-es 48.3 -

DESIGN SECTION

C,,,,,11.11J4lIc anon.uo.

/ .4 cnerp. AV L. G. Graham

C, 3-E-46918

SnEE'r I co-r,04:1050 A Direction of Flow

05,400 A-1r gesoomiffiE N WKIIAP ■■■•■•■

Notes on Bedding

1-The concrete shall be Class 2500 ,using a minimum of 5.0 socks of cement per cubic yard of concrete.

with a slump of about 6 inches.

2-No direct payment shall be mode for the furnishing and placing of the Class 2500 Concrete Bedding;

shall be considered os incidental to the item of

"Pipe Conduit"

3-The dimensions shown on the drawings are minimum, and, using them, the volumes of concrete shown in the table below arp required

Structure No 5 14.80 Cu Yds

CONSTRUCTION METHOD 2

SECTION A-uA

The of the Ant , seep

Collar and the sides of the yoke shall always be in a vertical plane, The top and bottom surfaces of the yoke shall always be parallel with the slope of the conduit .

Must be formed

May be formed in earth if on additional one inch of concrete is added to each side of antiseep collars

Field Bend 0 Bars as required

Note Dimensions and quantities based on outside pipe d.arreler

MATERIALS

BEDDING

Concrete,Class 2500 0 054 Cu yd F

ANTISEEP COLLAR - Each, With Yoke

Steel "4 bars__ _284.75 Lin Ft _ _190 2 Pounds

Concrete,Closs 4000 _ 2 92 Cu. yds.

0!

Support Block (Precast)

PLAN

I-0 Imo

Footing Block

(Precast or Met in place)

FRONT ELEVATION

Subgrade

, Suf ficient footing blocks shall be provided to support the pipe to the line and grode os shown on the General

Layout Drawing. Required size, number and reinforcement lit desired) to be determined by the Contractor Fabrica-tion and installation of footing blocks is incidental to the item of -Pipe Conduit "

DETAILS OF CONCRETE BLOCKS

Scale in F51

AS MILT

STRUCTURE NO.5

STEEL SCHEDULE

Location

AntiseepCollor

Mark

All joint spaces shall be caulked with joint sealing compound as required in specifications.

All joints shall be mode watertight with a round,continuous r,rig•type rubber gasket held firmly in place by a preformed positive groove or recess in the spigot end

R/C Pipe tang h

■Tr/

"Jur' • Ina

WNW MVOII. , e

A Concrete Bedding -"

Concrete Blocks"' See Detail

SECTION OF CONDUIT •AND BEDDING

2-0 wide 3/4"preformed non- extruding and resilient type expansion joint f ,I•r

A

II;

*co ch

- - er Cl V

-6

B a tt e r

S id es

. r n i I

1 5 I 6 \ '

(3-0

ELEVATION OF ANTISEEP COLLAR

so, spacing 12"o c unless shown otherwise.

SCOW ,n Feet Uelefil Sheen °levet,.

'44- 2-0 % 4-5 steel_ or wrought iron plate. Plot e to be Dituminou, coated on both sides. Plate to be

Mooed parallel to the lope' of conduit .

Yoke nstruction joint

SECTION ON

SECTION B-B

YOKE

QUANTITIES

FOR STRUCTURE NO.5

Steel Bar Reinforcement_ _152160 Pounds

Concrete, C,oss4000_ _ _2336 Cu. Yds.

DETAILS OF ANTISEEP COLLAR, GASKET- TYPE

JOINT AND TYPE 81 BEDDING FOR 241 PIPE

except under yoke.

Middle Fork of Anderson River Watershed Protection and Flood

Revention Prcyect (PL-566), Perry County, Indiana

Revised 7-10-681

11 S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERV ICE

E 6 W P UNIT- DESIGN SECTION

1.0 ..11..., •■•000•, Coovoympoc •rOPOV•..

COSICIWO lo *n•ok Sr

0 J NOwbOoOf R u ktoicili Co C

J. S NOwoh

3-E-46113

Revised IN-EDU 7-10-68 Revised IN EDI.' -64 Rev i0-18-63 i.28-63

E Bloom

R. M. Serge

_L .G. Goldmign

„,„W E CP0117 7-68 0 3/

CR•Vo■NG No

5,E-25, 483-P

7;71.E-

D•7( ••■•Ow(0 e.

Be// lea// 1//t4754, /or de/iv/ see sheet 24

Jpiyot 04o// 411/o54 For o'ela,/, see ghee/ 24

2-0

OOI

SECT/ON 8-8

20:9471, O /-4

DOWNSTREAM ELEVATION SECT/ON A -A

7770 concrete bedding sho//44

hefireen candc,/ derTed Tide tool/eg to prevent host. ,„..„ ALP 2-68,_ Title

Traced Sheet detains No

Chocked—Chg. -------------- --------- 5,E-25,4es -P

O

OO

TOP PLAN

___L

--I Za-1. 1-- 1 I

sheet 20

/Wee Tor* of ,4ndergor7 River 411,7ers,hed Prolecticv; (7/S17" f /coo' Prevent/en Project APL -56e), Reny County, Zrfravne

U. S. DEPARTMENT OF AGRICULTURE

L.4

/7-42

Option/I Coo. AlaC A01",

✓ .01 [/std OpNo."70/

Aot udeal

O x 5" recess

/0

Opt/ono/ /Vol. awl

O /2

0,0/%0/70/

Not Used

1-3

Opth-wo/ Cswitnichon -loin,- axe/ as ao //ono/

Ne f Used /-4

Pialte C0/75e/WetV0/7 j0/11. For detail gee sheet 25

UPSTREAM ELEVAT/ON

For deto/is of frosh rock or,a/es and cco/viy, see ghee,' 20

14 da sp/540., 0444/7 tilting

D Y

A S. OF INLET STRUCTGWE

A BINA I* Sheet / 01 7

QUANTITIES

eE/Nro,qc/Na. ,57-K8z.

io2E2N73/0:0721:________ kV, e5 :;;/ 5 5 555

LBS

885-0

383 zgs /87-G z 2

CONCRETE_

/8 , L/ eeze vi2

/Vote• Ctiatrsoe, oil ex,00sed edges f f Scale in >reef

STRUCTURE NO. 5

O If1

------ Shoot Drawing No che,k"cem 44.9 3;6-Z5;483- P S.CO/e in feet

3"rooius-

SECT/ON X-X

A/o/ /o scale

&tile in fee,'

STRUCTURE NO. 5

DETAILS OF /NL ET STRUCTURE AS biki Sheef 2 of 7 fack e=i'ver ivalev-sheo' Pro/act/oh and Rood Greven/ion Projec/ (At -566), Perry Cooeily,Zvo%ava

U. S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

TM.

STEEL Z' FROM OUTS/OE FACE OF R/SER

ANO 3" FROM BOTTOM OF FOOT/NG

SIPEWALL A-LEI/AT/0AI

S 3

OUTS/OE FACE-

UPSTREAM

/2

/NS/OE FACE

ELEVATION

6 //

OUTS/OE FACE /NS/OE r4cr-

DOWNSTREAM ELEVATIOA/

STEEL .e* FROM

UPSTREAM FACE

57-En. z' FROM

00WA/STREAM FACE

a

BB

SECTION 8-8

5 gy

5 5

/5 (1)&6 &/.2 /0

1-4.3

00 SS

STEEL z• FROM /NS/OE FACE OF R/SER

ANO 2' FROM TOP OF FOOT/NG

SIDEWALL ELEVATION

F-8

"/ate c-ansh-ocbon -/o/n/7

SECTION A-A

6 Is

€1

STEEL 2` FROM

TOP OF FOOT/NO

6' P/Z

STEEL 3" FROM

BOTTOM OF FOOT/N6

2/41111/4/41111TO

.$) 'COS `1

/0

/-5

Flaw

/-5 /-5

FOOTING -PLAN

Scale in feet

STRUCTURE NO

DETAILS OF INLET STRLVTI/RE

AS will. Sheet 3 of 7

A4V/d/e Pore of Arro'gr,-sal "'or Ofolo-sArce Prolethen ono' Flood R-evemia, Proterf (RC -566), 4.rry County, Indiana

U. S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

No / 1:41- ---

5 E-25,467-, '

M.

Top of

1 lohng

STEEL 2- FROM 04/737.9E FACE

SIDEWALL ELEVATION

STEEL 2. FROM /NS/DE FACE

SIDE-WALL ELEVATION

Aro* cans/reicher/ Jo/MI

. c2iotiono/

NO, l/3p7 flf

C+{ r

/-5 o 4c o

/-5 // 0 &le

SECT/ON 0-0

OTHER 5TC77ONS ARE SW/GAR

Date

DoNgood-Z-411 _______ /.48 4".."Y"

Drown a./ R. 1-if

TON

2 16 /Z O /2 Cto

/2 te

--4

STEEL z' feat., OUTS/OE FACE r--

9 3 /2

/0 /-3 ism

/0 , /-3

© 0 i

O t■->i

0ef/Onol

Nof (16‘1.

/2 2 o

Oa frio-# (keel

UPSTREAM EZEI44770/V

STEEL 2' FROM

/4/570E r4c-e-

00116VSTIMAM CZEI/A770N

@/5

I

/2

Top of foobny conslruchOn Join/

3 3 /2

AOPmeary by Da I.

1-68 STEEL eFfall 01/TS/DE S/PEWALL STEEL Z' PADA! /NS/OE SZPEAVALL ANO UPSTREAM FACE 4M0 POWNST.PE441 FACE

St-C77011/ c-c cry p e 2-68

INN

Trautd

Shoe No

CheeMed. CeT4I 41-6.5 _ ring e-25,48$ - P f g 4 Sco/e / .17 4.91

AS NW

STRUCTURE NO. 5

OETA/Zr OF /A/LET STRUCTURE Shoe/ 4 of 7

41/doZe Fork of Anderson "v.- Wale-shed PerArchOeso,A2+ Food P.-even/Sty, Project` (ft -564), Arery Cover/3f, 1;70'14W0

U. S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

•PP,Ov04 or

In*

Oale

P ✓ /2 2-68 of 3/ 4-41

—P/ate cons-In/than join,'

7190 of 470 if?" STEEL 2- reon-, OUTS/OE FACE-

SVOEWALZ. CLEW/T/0/V

STEEL z' FROM /N5/06" FACE

0 / 2 3 4 S/0E-WALL CIE-VAT/0N

k1/4, An - vor wa/i; see Secriono/ e7eval/on c--6 for A./ace/nen/ of reinforcing stfre/

0,ationo/ •54

Nol (keel

TOP - PLAN

/MP-VORTEX WALL STEEL ONLY

•41

INS/PE

FACE

OZ/7-5/11(

FACE

-1--L-1-, - 4-a g C /5 9 0

I

Option/ sa J

Not Used t I

SECT/ON F-F

(I2G

511111111a

STRUCTURE NO.5

DETAILS OF INLET STRUCTURE

Sheet 5 al' 7 kfidoVe Fork of Anderson kiver Wo/ershed Prolechon and Flood iNevenlion project (PL - 540, Reny County, Indian

U. S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

Istle

Ch. Yof 67 47 Al

Draweng No

5,,E'!5,483 -P

S:77 of 3/

0.voing He

STRUCTURE No.5

STEEL 2' FROM

DOWNSTREAM FACE

SECTIONAL ELEVATION G-G

STEEL 2" FROM

uPsrfEAT/o

0 / 2 1 4

Da.

Drawn a✓t 1-617 Tracs

C' so- 4‘d

Appo.0 Tale

Title

5,E-25,183-P

7 7

0 7-3 I / -3 7-3 54

\ 1

U) Cr) kr)

STEEL 2' FROM

/4/5706- FACE

O

A

■<,1 Coniivuu4,6t1 Jou.,t. (keel

*1

UPSTREAM ELEVATION

STEEL FROM

OUTS/OE FACE

/-51

5 -/ /-/ /-/,4(

STEEL zweze 0 TS/OE FAC 1239 co/ re007%/7, E-

DOWNSTREAM ELEVATION

STEEL z' FROM /NS/OE A-gee-srsa z• <Tom OUTS/OE ShOEIVALL

ANO UPSTREAM FACE

STEEL 2* FROM /4/5/01- 5/0E14/ALL

A4/.0 DOWNSTREAM FACE

SECT/ON E-E

St/67./g/7"

TYPE /

TYPE /el

TYPE 2'

STEEL SCHEDULE FOR INLET STRUCTURE

MARK SIZE

ME NMI

KEE MIMI

MEW.

'DANT i TY

MEN

111•111=MIZCIIEIMEN

LENGTH

Mil

MEM

TOTAL LEN TH

367-6 285-0

TYPE MARI( SIZE QUANT I TY LENGTH TOTAL LENGTH TYPE MN

EMI

IMEIMEMIKEN

1=11

MIM

IMMIMM

R43 4 18 2-6 45-0 844 4 6 2-6 15-0

3-6 ®i R45 4 2 5-3 10-6 21 2-6 2-9 B4 Km

NMI

B7

NMI NM

30 9-6 R146 5 2 8-0 16-0 21 2-9 5-3 =MN =IBM

MEM

MB

10-0

192-6 81-0 140-0

RI$7 5 5 11-9 58-9

R118 5 18 11-9 211-6 R49 R50

11-9 47-0 138 5 2 6-3

I=LEMIE

INIMEE=EIMI =EMI

INIMEIMIIENIII

EILIMMIIM

MUM

MIN

111321111111111E0111111E111111110111111E111

MIZEINIMMIKEMEDEMMEM

1-0

MEM MEM

1.X.

all.

89 Km 2 11-3 202-6

851 4 8 11-3 90-0 1 810

EMI MEI

MEM

g 2 R52 5 16 3-3 52-0 ME

MEM

MIN 1111:111WIIIIIMIIMMETIN

11==I

!MN

MMEMIll

MX.

MEM

MEM

853 5 18 10-9 193-6

MEM RE4 5 18 3-3 58-6

MIN IIMII ■ R55 4 24 5-8 132-0 21 2-9 2-9

=MI R56 5 20 6-0 120-0

BIS

Mill

IRE

REM

7 4 6-9 27-0 21 1-0 NEE R57 5 20 6-0 120-0 NM

MEM

1111:11711=111•11=1110EN

MIIIIMINIMEIN

1=13111111

MOM

MEM

MEE

MIXEMEMIEUMEMEMINIMEINNEMMICEMEM

IMINEEM

5-6

66-0

16-0

MI=

Ei= 011111.1.

1111111111=

=III

WWI

R58 5 110 8-0 320-0 21 2-9 5-3 R59 5 4 8-6 34-0

Mr. R60 5 6 13-9 82-6 R6I 5 12 10-9 129-0 1

■ R62 5 5 13-9 68-9 Mall NM MEM MEM =NEEIMMEM ■III MEM R63 4 8 13-9 110-0 Mal MI MEM MEM 6-6

Mil I

MINIEMMIll

IMIIMI■1

R65

10 10-9 13-9

107-6 1 MEM MN

MGM

MIZE

4-0

I=EZEM

20-0 824

8 110-0 I R66 5 14 3-3 45-6

825 4 6 5-0 30-0 21 1-6 3-6 RE7 5 18 10-9 193-6

826 4 4 6-9 27-0 21 3-3 3-6 R68 5 15 3-3 48-6

B27 5 12 8-0 72-0 I R69 4 12 5-6 66-0 21 2-9 2-9 MEE

11.3111KM0

EMI

ME=

Mill 9-6

1::C=1 38-0

MEMEMIEDEM11113=ENEMITh

OEM

21 3-6

EMU= R70 4 20 8-0 120-0

R7I E. 12 8-0 96-0 21 2-9 5-3

6-0 872 4 8 5-6 44-0 21 2-9 2-9 l= Mil IIIM R73 5 10 5-0 60-0 I

1.1.11 MIN 111=.111111

1.111M1

874 4 10 7-6 75-0 21 2-7 4-11 EIMI III R75 8 1-9 10-6

=EMI 11 -

MI=

IIIIMMEMIIIM

MM.=

R76 5 I 5-3 5-3 --

MINNIE

ME

MIN

- R77 5 6 3-9 22-6 ME1■1 R78 5 4 3-3 13-0

R79 5 8 5-6 44-0 21 2-9 2-9

IMIE MIN 11.11M 880 5 8 4-9 38-0

Mill

11111IMEMINII

=.11M11111=

MEM

R81 5 6 3-3 19-6 21 0-6 2-9 MIMI

R3

6 6

EIMIKEIMMEMZEMINIZI=M1111

III

12-0 72-0

R82 5 I 7-6 7-6 21 2-7 4-11

R83 5 8 7-9 62-0 MIN MEM 884 E 4 2-3 9-0

I R85 5 6 7-9 46-6 R4 5 14 9-6 r9-0 R86 5 8 2-9 72-0 R5 5 10 9-6 95-0 I R87 5 8 2-3 18-0 I 86 5 20 4-0 80-0 I 888 5 4 2-0 8-0 R7 4 40 11-3 450-0

NOTES: I. BAR DIMENSIONS ARE OUT TO OUT OF BAR.

2. RADIUS OF BENDS= 3 BAR DIAMETERS.

3. THE 2" AND 3" DISTANCES FROM SPECIFIED

CONCRETE &PEACES ARE CLEAR DISTANCES.

R8 4 40 4-0 160-0 R9 9 22 6-9 148-6 21 3-3 3-8

RIO 5 40 6-0 240-0 I

RI1 5 38 9-6 361-0 21 3-6 6-0

812 5 24 3-3 78-0 I

RI3 5 10 3-3 32-6

R14 4 2 6-3 12-6 21 3-0 3-3 R15 5 2 9-0 18-0 21 3-3 5-9

RI6 5 4 11-9 47-0

RI7 6 22 11-9 258-6

RIB 6 6 11-9 74-6

819 5 24 9-6 228-0 R20 5 10 9-6 95-0 R21 5 16 3-9 60-0 R22 4 110 11-0 440-0 R23 4 140 3-9 150-0 R24 4 22 6-3 137-6 21 3-0 3-3 R25 6 20 6-0 120-0 R26 5 20 6-0 120-0 R27 5 38 9-0 342-0 21 3-3 5-9 R28 5 20 3-0 60-0 R29 5 6 3-0 18-0 R30 4 2 5-9 11-6 21 2-9 3-0 R31 5 2 8-6 17-0 21 3-0 5-6 R32 5 4 11-9 47-0 R33 5 22 11-9 258-6

RI4 5 5 11-9 70-6

R35 4 20 9-6 190-0 836 4 6 9-6 57-0 R37 5 16 3-6 56-0 038 5 24 10-9 258.0 R39 5 20 3-6 70-0 840 4 22 5-9 126-6 21 2-9 3-0 R4I 6 40 6-0 240-0 842 5 38 8-6 323-6 21 3-0 5-6

U. S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

BAR TYRES

TYPE /7

AS MIT

srevcruRe Nos

Date

DaRgmd"-.hae.-

Checked. C4-41 <-68

TM.

TrW bv.--

No /9

0 8/

DftwMiNo

5; (-25,-183—.0

47E7AILSOFYYZETSTRaCTURE Sheer' 7 of 7

"Wee Fcrk 0 470if f Sal /Over if earPteitel /99Ktactf/i20, a/Ru' f/ood Prevent/a? Pesyert -564), Avg/ etavorki, //me/Ow standard go/van- /zed we she, go/vanized nut

3"eno,man, thread length

"47,7,m(1/77 thread length

4 standard go/von/zee' pipe sleeve, 10' '0/19

0 i die standard galvanized rod,bent os shown

Drill "die hole in member

Opening in grating to clear operating wrench by /"min. all around ---

5tee/ operating wrench

O

To bt operating nut

=1

DOWNSTREAM ENDWALL EL EVA T/ON

DETAILS OF TRASH RACK

Scale in feel

Bearing bar Ii"xj"

GRATING DETAIL

Not to scale

NOTES:

I. GRATING. STEEL BARS, ANCHOR BOLTS.

NUTS. AND LOCKWASHERS TO BE GALVA-

NIZED AFTER DRILLING AND CUTTING.

2. GRATING IS SYMMETRICAL ABOUT CEN-

TERLINE.

3. NO PAINTING REQUIRED.

..11

PLAN — TOP

DETAILS OF ANCHORAGE

FOR INL E T TRASH RACK ANGLES

Not to scale

2 -Or

DETAIL OF

OPERATING WRENCH

One to be furnished) O / 2 3

Scale in feet

Operating nu/ to be below lap of concrete, Top of gate 'lei/ 3" max %mum

',Anchorage and pipe sleeves as required

Pipe. 5*/77 splices as required

/1" tgr;7. stem (non-rising)

Crest of inlet r - ra,/ce iniet

I

Adjustable stem guide

INLET TRASH RACK

EU GC OF MA TEW L5

YARN ITEM QUANTITY

A / Y X 3" X 3/B". 7'-0 LONG 13

B 5/8" GALVANIZED ROD (TETTETA IL OF ANCHORAGE FOR

ANGLES) W/2 HEX NUTS. I FLAT WASHER AND I FORMED RASHER 26

C 3/6" DI A. GALV. PIPE - 10" LONG 49. ,2(17

TOTAL WEIGHT OF INLET TRASH RACK EXCLUDING ANCHORAGE BOLTL =656 LOS.

NOTE: ALL STEEL MEMBERS SMALL BE GALVANIZED. NO PAINTING REQUIRED.

NOTES:

I. PROVIDE ANCHORAGE TO MATCH WALL

BRACKET AND STEN GUIDE AS PER

MANUFACTURERS RECOMMENDATIONS.

2. SEAT FACINGS. WEDGES. GASKET.

STEM GUIDE. WALL BRACKET AND

POSITION INDICATOR TO BE SUPPLIED

AS PER SPECIFICATIONS AND MANU-

FACTURERS RECOMMENDATIONS.

3. QUANTITY AND LOCATION OF ADJUSTABLE

STEM GUIDES AS PER MANUFACTURERS

RECOMMENDATIONS.

Cate slide 20" spare wall thimble, Type f; /0" long

20"sup.are cost iron slide gate, agss 55-4 self-conAoinedmAh I./al back and non-kistivy ak wow-pkofeclavy 5ieni

Casket

Fla/ bock gale frame

GRATING BILL OF A1A TER/ALS

MARK QUANTITY I T El.! LENGTH

GI I STEEL GRATING PANEL 35" X 38"

G2 2 1/4" STEEL BAR 2" R 4"

G3 2 3/4" DIA. L SHAPED GALVANIZED

ANCHOR BOLT WITH HEX NUT AND LOCK-

WASHER (LONG END THREADED 2 I/2")

Scale in fee', AS BUILT

STRUCTURE NO. 5

INLET TRASH RACK, GRATING,

AND SLIDE GATE DETAILS

Middle Fork of Anderson tire, Watershed Protection and Flood

Prevention Project (PC-566), Perry County, Mohan°

U. S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

I , are

THIN

D,.,., D.FB 1-68 ___________________

_F-0

/0

• SECTION A-A

/ 2 3

/0 2-6 /0

SECT/ON B-8

2 3

DETAILS OF SLIDE GATE

2 3

DETAILS OF GAT EWELL GRATING Tr.. Sheet Drawing N.

5,E-25; 4,53-e ar d/

All joint spaces shall be caulked with joint sealing compound as required in specifications.

All joints shall be mode watertight with a round continuous ring-type rubber gasket held firmly in place by a preformed

Positive groove or recess in the spigot end.

R/C Pipe length

Aira41 AvA16 ELIK IMIll

I Direction of Flow

WAPI2VIIIII I' IRWIN ::KIIIIIIIIII

JMONINOW/r 41•412112•ArAr—IMPArAWARIM 0121/4PAIA.P4/ 10trlI4WMP, 1011113i1WIIIIMMOMMEMEIMWEM Iiii■WIIIIKIMMINIMUIRMLISIMI

• • Or/ A % A I AV

No7, Nsjfr

Concrete Blocks Concrete Bedding See Detail c_ SECTION OF CONDUIT AND BEDDING

STEEL SCHEDULE

Location

Mork

2-0 wide /A preformed non-extruding --, a

643464-RM&T-tHM—MC-1-hterie-*

CONSTRUCTION METHOD I

Type A-2 bedding

SECTION A-A

Note

AntlseepCollor

Yoke

'9 4

Size

#4

Ouon

1-0

Length

12-0

4-1

8-0

2 - 3

6-6

1-9

O

Type

2-0

B C D Total

2-6 2-0

80-0

72-0

24-6

52-0

13-6

21-0

0 rest mnT Type expansion joint Tiller.

OD

K., OD

I i

I I I 4( •

I

(B a tt e r

S id e

I

I Air

/1

I

I.0

Cu r i

2 12 II 3 2 2 1/2

Construc 12- 3

/4'x2-0 x steel or wrought iron plate. Plate to be bituminous coated on both sides.

ELEVATION OF ANTISEEP COLLAR

Bar spacing 12"o c unless shown other wise

The c. of the Antiseep

Collar and the sides of the yoke shall always be in a vertical plane.

NOTES ON BEDDING

I. THE CONTRACTOR AT HIS OPTION MAY USE METHOD

I OR METHOD 2 DEPENDING ON THE PIPE STRENGTH

FURNISHED. SEE SHEET 24.

2. THE CONCRETE SHALL BE CLASS 2500 USING

A MINIMUM OF 5.0 SACKS OF CEMENT PER

CUBIC YARD OF CONCRETE WITH A SLUMP OF

ABOUT 6 INCHES.

3. NO DIRECT PAYMENT SHALL BE MADE FOR FUR-

NISHING AND PLACING OF THE CLASS 2500

CONCRETE BEDDING: IT SHALL BE CONSIDERED

AS INCIDENTAL TO THE ITEM OF "PIPE CONDUIT'.

4. THE CONCRETE BEDDING SHALL BE OMITTED IN

DOWNSTREAM 5' OF DRAWDOWN WHERE CONDUIT IS

IMBEDDED IN INLET STRUCTURE FOOTING. PLACE

LAYER OF ROOFING FELT BETWEEN CONDUIT AND

FOOTING TO PREVENT BOND.

5. THE DIMENSIONS SHOWN OW THE DRAWINGS ARE

MINIMUM AND USING THEM THE iOLIJME OF CON-

:.RETE IS: TYPE B-I BEDDING - 5.50 CU.YDS.

TYPE A-2 BEDDING - 20.16 CU.YDS.

The top and bottom surface of the yoke shall always be parallel with the slope of the conduit

Dimensions and quantities based on outside pipe diameter of 2.16 feet. If pipe with a larger outside diameter is used, the dimensions shall be as directed by the Engineer.

MATERIALS

TYPE A-2 BIDDING

Concrete, Class 2500____0 122 Cu yd / Lin Ft

TYPE D I DCDDING

'.,nest., Cl..,,, 2500 _ _ _0.032 ,d./Lin. Ph

ANTISEEP COLLAR - Each, With Yoke

rr, as rn cr, ion joint der yoke.

CU

SECTION ON C.

Bedding pr

SECTION B-B

YOKE

QUANTITIES

FOR STRUCTURE

Sufficient footing blocks shall be provided to support the pipe to the line and grade as shown on the General

Layout Drawing. Required size, number and reinforcement

(if desired) to be determined by the Contractor. Fabrica-tion and installation of footing blocks is incidental to the item of "Pipe Conduit.'

DETAILS OF CONCRETE BLOCKS

Scale in Feet

DETAILS OF ANTISEEP COLLAR, GASKET-TYPE

JOINT AND TYPE BI BEDDING FOR 20" PIPE

Middle Fork of Anderson Rwer Watershed Protechon and Flood

Prevention Project (PL-566,I, Perry County, indiono

FRONT ELEVATION

AS BUILT

STRUCTURE NO. 5

PLAN

1-0 I Support Block (Precast)

Footing Block

(Precast or cast in place)

Subgrade

ENGINEERING APPROvAL

DES.3,ED, eY

CHECKED SY

J. S. Haugh

DATE. i0- 13 - 61

E 8 W. P UNIT—DESIGN SECTION

U. S. DEPARTMENT OF AGR !CULTURE

SOIL CONSERVATION SERV ICE

DATE APPROVED .Y

DESIGNED L L. / -ae

TITLE-

DRAWN

TITLE-

TRACED

CHECKED_CE.M

41 -68

110 "1"2/_ „,7 -1/

DRAsieu No.

5 6-25;483-P

CAR;TOARIP/E,A.tO APRA2TAL

DR.. SY

R. M KrajCiA ,"

STANDARD 004 NO

3-E-46111 sneer I OF I

0 2 I I • • • I 1

Scale In Feet Unless shown otherwise

Rey 10-18-63 Rev 1-28-63

/4- •4 at. /2

2 S-9/

/7-3 / 2 3-3 / 4 33 /9 o 9

• 39 5 0-1 /7 2-4

0-'459 is STEEL rwor■-, .907-70/N OF r-zaar?

PLAN

Mote:

Chamfer oll exposed edges 5/4. ' for details of Trash Rock and bolt bole p/acemeni, see sheet

N /5 -44 471

/-0 //-0 srez-L. S /.;•90.,7 otirsrOE- FACE2

SECTION ON CENTERLINE

6-0

ELEVATION

STEEL FROM

00 .1 AC TO(.4A! FACE 0 1 2 4

I—L_ Scoie in feet

STEEL EWO

(//0 57R2-.4"1 FACZ-

Lftondard Desgn No. 2/803

Mei". 2-;6-67

TAN

twee Sneet Dee., oft

H, R. Feathers N7 5, E- 25, 483 -P

0 0 m

STEEL ";90N TOP OF FLOOR

rnalliar.1 :up ilk* C

IMpElpillip110012 CrataW

111111111111 -MgMja

6 115113"1111.7iii"InCrog10 r4

111101011115101440""""" Vir 0 0 0

S-0

4 7-0 4/ 4-0 4 4-4 2/ 5-4 4 4-1 e/ S-s

A.5 2 .3-9 I 2 / 4 2 S-11 /

2 4-3 / 22

4-4 0-5

4 4-0 / 4 4-9 / 4 5-4 / 32 4 ' /6-6 /

24 e4 2 /3-3 /

.42 2-elt 39 40 4 .0 or- 17 .4.-4

IS •

STEEL SCHEDULE

Loco.. S.n Oven Length Type

- I

C D J Tot Fl

Cee4t7YM42,172/44 '" A/ 41-0 4/ 24 9-6 fa,•..1.1 MAW/ 2 4 5 7-s, 5.0...../Ae.g6.-- a 4 4- 3-9 4/ AS 2-44 4 '4 4 4-5 All /-• 4 4 s-a 3-4

4 7-$ 4/ 4-7

27 •• 4 Re -3• 140 4 4 2-3 29 4 4 3-0 /

22-0

ZOO-S

//-0 /0-0

7,4 2.7-4

2/-0

6TO

s -0 4,0

2G, AS -4

54-0 4.3-0

/0 A S-9 5/ A-

444.41/441.0. // 4 S-o 8/ ' Ate 4 6 7-0 /

38 - 4 7 3-4 /

#4 4 2-9 / 4 4-3 4 S-S /

7-9 / 2 /7-4. /

I4r0

IS-0

142-e, G2-0

SS 2 9-9 /

14/ -4

47-3 /1-0 25.4 2/-0 /3•4 53-0

J4-0 J5-0 .1.170 /70

ZOO,

1,9-0 .9.4o

25-0

//AD

2:7C7 420, t$

• I

/44 4.{ 4 6-8 / /4 4 4 5-4 / /5- "0 // 133 / /4 4 R /1-4 /7 / /8 4 3 7-9 / /9 4 A /

:0° ass" /3-0

/8 0 fro G

,Ce Mit° 4'1•••111?■.

3 •IiigilIMISMISII/Cd ••16:lim

-MERNMOIMENNIIMME • orrimairwatICEPINIINGINIMMICIIIIIAINEINIEL11111 91-Z 1"'"7 Go 0 OA 0 0 o r//40.8

Pipe ono aeLlrhog To be p/aced rzs o 0/7/7,j, orre to 00' sepo,-ate0 e-/10/77 the // %et by a 84• boner or`• pro.- mo/ered as-,oha /tr pe:)/75/0/7 joint

SECTION ON CENTERLINE

Sym o/ oboe,/ I

SECTION 8-8

SECTION A-A

as QUANTITIES t,5teel:

"el hors _ _1243.50 LIT ft _ _$30.7 Pounds S̀oars _ _ 89.00 _ _ Pounds

Total 92 3.5Pounds

Concrete, Closs 4000, Au. Entrained_ — _ a. 23 . a yd5.

AS BUILT

STRUCTURE NO .5

DETAILS OF DRAWDOWN INLET

Middle Pork of Anderson Hever WotorsA61 Protection and Floor/

Ifilvenhon Project (PL-566), Pori County, Inehona

Len'th

' (See 8111 of Mater/a

® thru /nat./sive

I One hole in Mark 3 thru 45 inclusive Shall be oval 9//6"x /Pie"

BOLTING DETAIL

PL AN

_L

NoRm ̀""1

Flat Washer, Lock Washer 8 Nut

ST 4 PW /2

ANCHOR BOLT DETAIL

Galvanized I" 1 0 Pipe

Threaded 'L” Rod

BILL OF MATERIAL

Item

ST 4 MP /2

Length

L 3x 3x-7-%. 2 - // 3- 7 L 3 x 3 .+As

L 3 x 3 x c L 3X 3x ;j6

1-;j -1-'E/:*/1.4.314 --11/1 Z 3.4' 3 k' .;-6-

L 3x3Ak 41 -- /2011:26 45-_//i

LL 33; 33;176

59 -- 6.2 743 / 8 6 :-- /5 0

Z 3 x3x;k 5 -6 3/e 6 -,z ,2

L 3x3X;), zL 3 X 3.4,6

Z 3X3x , L 3X 3x if

Z 3113X i6

3x3x 5; 7 -115/m 7 -10

6667 --- - 56 :0 f et: 6877 - :: f

5-10Pi 6 - 6

.t wO Bolts with Lock Washer 8 Nut 0- /14 "0 Threaded L' Rod with / ot Washer, 2 Lock Washers, 8 2 Nuts Each 7x /2

6 / 7 /

/0 /

/2 /

/4 /

/5 /

/6 / o-e 8 / / 0. Galvanized Pipe

* Mork / Tees may be furnished as two units each by cutting between Mork 9 and 10 angles, leaving a 2 inch clearance. Tees to be galvanized after cutting.

Notes:

I-Trash Rack 'to be fabricated of steel angles and Tees and galvanized after cutting and

2-Steel members to be bolted together with 11 diameter bolls

3-Trash Rack is symmetrical about centerline of inlet.

4-No painting is required.

5- All "L" rods, bolts, nuts and washers to be of galvanized steel.

6-Holes to be %le" larger than diameter of bolts

AS BUILT

STRUCTURE NO .5

DETAILS OF TRASH RACK

FOR DRAWDOWN INLET

Middle Fork of Anderson Rover Watershed Pratectron and Flood

Prevenhon Protect (PL- 566), Perry County, Indiana

U. S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

Approved ev

THREADING DETAIL

Not to Scale

E. Bloom

R. M Serra

L G Goldman

Feather's

Dale

2-66

2-66

2 6G s , ,.0 23 56--15,483-P

Pipe Joint

Pipe Sections

Watertight Joint

Steel Bell Ring

Steel Spigot Ring

Rubber Gasket I (DIMENSION "X")

Joint Requirements for Various Pipe Lengths

Joint Deflection

Steel Reinforcement e n spec

Detail B

20d ekiimeri cktRctiohs.

Joint space shall be caulked with joint s citing compound as required ica

Approximate •

(tol

b

Watertight Joint .1.1 4 Extensibility

Approximate C. of Wall rr Lifting Hook

(Optional) - >

- - • , - J

•. Length of Bell Wall Fitting

-‘c--- R/C Pipe

DETAIL B

PARTIAL ELEVATION OF JOINT BETWEEN

DRAWDOWN AND INLET

Inlet Wall Thickness

Inlet Inlet

PARTIAL ELEVATION OF JOINT BETWEEN

INLET AND PRINCIPAL SPILLWAY

Inlet Wall Thickness

Preformed non-extruding and resilient type shall meet the joint requirements of the longest expansion joint filler to cover entire face of section.

3. After the connected pipe sections have been adjusted to the specified line and grade, the maximum

Inside joint opening (dimension "X") shall not exceed 1/4" for straight sections. For chambered pipe or pipe on a curved section, the inside joint opening at the closest point (dimension "X") shall not exceed 1/4".

concrete bedding.

Joint space shall be caulked with joint sealing compound as required in specifications.

Detail A

Location Pipe Diom.

Pipe

Lengths

Minimum Allowable Joint Deflection

Prin. Spillway 2u 2C 0°4C

24 8' 2.0" ONO

Drawdown 26 cc:_

2.0" col_

DETAIL OF PIPE JOINT FOR STEEL BELL AND SPIGOT

24" dia. R C.

pipe

Notes for Spigot Woll And Bell Wall Fittings

I. To permit a good concrete bond, steel and mortar surfaces shall be thoroughly cleaned.

2. Spigot wall and bell wall fittings (steel ring with mortar) to be furnished by the manufacturer. The fittings and installation will be considered as incidental to the payment for pipe conduit.

3. Place centerline of wall fittings coincident with centerline of pipe.

Notes for Pipe Joints:

I. For pipe lengths other than those shown, joint requirements will be determined by interpolation

'with the use of values in the tables.

2. Where pipe sections of different lengths are connected in the same structure, all sections

STRENGTH REQUIREMENTS FOR REINFORCED CONCRETE

PIPE CONDUIT

The pipe shall be designed and manufactured to safely withstand the internal pressure and external load specified in the table below

Watertight Joint Extensibility

(see table).

Length of Spigot Wall Fitting

I

•"1. • ; :/•,.s. •

R/C Pipe

Bedatrg kr k( ki.

Inside

Pipe

Diameter (Inches)

Outside

Pipe

D ia m e ter (Feet) "

INTERNAL

PRESSURE

(Hydrostatic)

EXTERNAL LOAD

Applicable Standard Specifications

AW WA C 301 AWWA C300

Head of

Woter

(Fe et)

0.001inch crock One foot long

0.01 inch crack one fool long

TYPE 5-2 20 2.'6 59.0 5.720 7.600

TYPE B-1 20 2.16 59.0 9.100 12.100

TYPE 0-2 24 2.56 68.0 9.170 12.200

TYPE 8- 1 214 2.56 68.0 14.300 19.000

He WHERE THE PIPE FURNISHED HAS AN OUTSIDE DIAMETER GREATER THAN THAT CALLED FOR ON THE PLANS.

THE THREE-EDGE-BEARING STRENGTH OF THE PIPE FURNISHED MUST BE EQUAL TO OR GREATER THAN THE SPECIFIED THREE-EDGE-BEARING STRENGTH MULTIPLIED Y THE RATIO OF THE OUTSIDE DIAMETER OF THE

PIPE FURNISHED TO THE OUTSIDE'DIAMETER SPECIFIED.

,)*-X- THREE-EDGE-BEARING SUPPORTING STRENGTH IS BASED U ON THE RESULTING STRENGTH AS DETERMINED BY THE THREE-EDGE-BEARING TEST DESCRIBED IN ASTM DES GNATiON: C-36I.

YbOb it CONTRACTOR. AT HIS OPTION. MAY USE EITHER CEMBiNA ION OF BEDDING AND PIPE STRENGTH INDICATED.

DETAIL A

DETAIL OF BELL WALL FITTING DETAIL OF SPIGOT WALL FITTING

AS BUILT STRUCTURE NO. 5

DETAILS OF SPIGOT WALL AND BELL WALL

FITTINGS AND PIPE JOINT AND STRENGTH

REQUIREMENTS

M,dd/e Fork of Anderson Myer Watershed Protection and Flood

Prevention Project (PL-566), Perry County, /ndiono

U. S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

Do.

lewa L. L. ✓ / APPIOV. by.

TNNI

Drown

Traded

Cneobsd..C.efr, 4-06 nhol of ,5 /

Drobnp No

5, E- e5,465 -

Note:

Metal plate shall be free from dirt, oil, grease, paint, mill scale, loose or thick rust, or other coating which might destroy or reduce its bond with concrete.

Metal plate and installation to be included with unit price for concrete.

I/4" Min. x 6"steel plate to be continuous throughout construction joint. Where a splice is necessary, the ends shall be butt welded, lopped

3 inches and fillet welded, or lapped

3 inches and bolted with a minimum

--.--\ of 2 bolts per splice.

Construction Joint

Inside face

A' a-re

1-0

T

HALF PLAN

MATERIAL REQUIRED

I" 0 or 0 smooth wrought iron, stainless steel, galvanized or cadmium plated cold rolled steel bars. Length required 4-3 each

81/2

NOTE:

Drain support on one Or both sides of Cantilevered outlet as shown on General Layout (3 bars required per side)

SECTION A-A

DRAIN SUPPORT DETAIL

FOR R/C CANTILE VERED PIPE OUTLET

AS BUILT

STRUCTURE NO.5

Hex. head machine screw, 5/16" dia., 2' long, with nut

,Mochine bolts with nuts,5/16"dia.

8" long, (3 required) se=====*Ictral

:=11=111,11c, i zi!==Drill I/2"dia.hole, 411.1 11.

surfoce,(6 holes required) normal to the mil fL====rlk'il'al lir litimilaum Steel strap, 3/16" thick 2" wide and 24 V2" long

Notes- I. Strap and oolts to oe galvanized after cutting and drilling.

2. Animal guard shall be placed on a non-tapered end of pipe.

DETAILS OF ANIMAL GUARD

At Contractor's opt - on a commercial onimal…