Existing System Part Drawings.pdf

CORPS OF ENGINEERS

8'-0" 27'-0" /68'-0"

- 30 MIL. LINER

VALUE ENGINEERING WILL INCREASE YOUR PROFITS

27'-0"

EFFLUENT PIPE INTAKE -

SEE DETAIL~8 SKETCH/

QD

B'-0" 13'-0"

VALVE BOX WITH COVER

I0'-4" 76'-8"

U.S. J\RMY

BASE LINE

If COUNTY

ROAD NO. 123I

4" LAGOON LINER BEDD!Nf I ttb---CONTROL BUILDING EXIST. GROUND LINE

SEEDED

,----r-EDGE OF EXIST.

PAVEMENT

730 4" SOIL BLANl-(E?;~

SEEDED

GRASS STRAW MULCH

EXIST. GROUND LINE

EL. 726.B

/I

__.--" EL. 720.4

::ms:--

LAGOON DIMENSIONS ARE

SYMMETRICAL ABO{IT ~~

A

A

A

84'-0" ~

6" LEVELING COURSE

I 6 '-9" I LAGOON LINER

... ~ BEDDING ----:..._ EL. 726.8

A

EL. 727.S -

~ -11-,,___ ~ A(f:::;17,S-___ _

I , 725

4" SOIL BLANKE7;·

SEEDED

EXCAVATION

CONTROL LINE

3 ;:j --

I I

EL. 723.8

OPER. W.S. ~---

:EL. 721.7

I! "---/2" STRIPPING

__ J~ --- ---=------

MIN. W.S.

--:::;> ----- - ----- ·=:i

EL. 717. 4

EMBANKMENT FROM

LAGOON EXCAVATION

G" EFFLUENT PIPE, /NV EL. 718.6

SEE DETAIL (ID 8 SKETCH I

& SECTION El)

STA. 5+50

SCALE: I"= 5'-0"

G" ECCENTRIC PLUG (BALLCENTRIC) lt4LV~

NON-LUBRICATED, 100% PIPE AREA OPENING:,

'---KEY-OPERATED, HOMESTEAD VALVE FIG. 1532

OR EQUAL, WITH VALVE STEM EXTENSION

ASSEMBLY AND KEY.

1.3S'-ON

EXIST. GROUND LINE

EL. 726.8

6" LEVELING COURSE

EMBANKMENT FROM

LAGOON STRIPPING

25'-0"

BASE LINE

(i_ COUNTY

ROAD NO. 1231

EDGE OF EXIST.·

PAVEME.NT

' ----~'7-<~=----==~:;::=.:~==========~:=-~~~=~=-~~~;;;~~~~;~~~2=====::::::~ ' , G" STRIPPING 720

1-ll)

U) ...

...J l}l

71S

30 MIL LINER_,

SEE SKETCH 3

27'-0"

EL. 726.B

. , • t \ -- -· ; . . ·.-,,a.. . '. -~

4 "LAGOON LINER

BEDDING

CONTROL LINE

_& SECTION @

SCALE: I"= l'-0"

12" STRIPPING

4" SOIL BLANKE7;

SEEDED

12" STRIPPING

EMBANKMENT FROM

EXCAVATION FOR WATER ¢

SEWER R\?AD ENCASEMENT-

SECTION EB

STA. 5+23

SCALE: /II= 5'-011

~GRASS STRAW MULCH

EXIST. GROUND LINE

BACKFILL WITH MATERIAL

FROM LAGOON STRIPPING,

SEEDED

L]1 I

L',._ :7eJuL /71 DELETED INLET STRUCTURE t REVISED LAGOON DETAIL.S REVISION l DATE DESCRIPTION BY

U. S. ARMY ENGINEER DISTRICT, PORTLAND

DESIGNED:

P. ECKLEY ____ _

DR'AWN:

. J. _ LAKE _______ __

CHECKED:

_C. ___ WEITZ _________ _

WILLAMETTE RIVER BASINI- OREGON

COAST FORK WI LLAM ETTt:. RIVER

COTTAGE

PROJECT WATER

GROVE LAKE

AND SEWER $~(STEM

SEWAGE LAGOON - SECT I01NS

:::F~4 ~ ...... \:~~~~~~~~ZJ

SUPERVISED:

~~SE~ ··· lsHEET 10 CG-40-6/10 RASTER# CG-40-6-10 REV-1.tif

D

C

B

A

CORPS OF ENGINEERS 4

I

I I 60 ,__ __ _, I

C1rcu/:J breo/::erS /n ltjhling panel.

I

L, It H PRINTING CO, - SEATTLE

MOT

5HP

230 V.

I POWER ON I

601-----1

-2

MOT

5HP

230 V.

I IRRIGATION I

MAN0AU10.

ON ~0/:F

I PU MP I I

.START

STOP

I PUMP 2 i I iol' l•til I STAR'f

STOP

I ZONES I

o~~~ ~ ~ 11 2 3 I

DOOR

VALUE ENGINEERING Will INCREASE YOUR PROFITS

,.,, ., .. , -- .. 7

I I

~------ .------------~----- -- --.--. ----------. -. ----------:-- ------- 7 .

I ' ' / . . ~ I II I ' l I

I

I ---ITTl-~l~~---l" 3 • I I' l r

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I I I

TH

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Cob.

flfr.

/0 I I I I i

I " 2 I .,__---l

I II L

I L __ . ____ .

I

J_

XI XI

''l----4 I I

X2 .__-1'1---'_.

I I

XI ----

ETM

X2 ----

Slop Slo~ '---

- =LO -

~or!

X2 09, s ----

AR

Irri30/iorJ

"()ty " ( (

( 1'0Ff11

_ FIX -= FtX ----

In F4

LO 2B F4X

-- _L -- -- - - ---- ,- - -- -- -- --

F!.X. F4X 28 LO

(F4X

• i I I

120-~2, 6::::,,:::_S{f'.t. JJ---t--!:-l" 5 7,, : ,______ t I I I 11,____.___.11 1 .I(,_ 10 I

75 VA

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0 XI

r-+--li t-

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T

T

IP0-26.51/ --

SZI SZ2 Si?3

T

AL ~

I LAGOON I

SUMMER

LOW CfyWINTER

WINTER

START

ALARM I

@IHIGHI

@jLowl

@) I PIPE I

® jPl!MPj o IRESE~

XI

--II CH

--Ill £TM _ _, 1 42/1 _ _,11 Zf,2,3 ik 2B _ _,1,_I --

'42 --· y

OL

- ~ )(2

(3)'

Xe

CH

I £TM

--1: 42/2

--'I I z ~.,Z,3 =tl 28

--111----

F1X

--11 42/1

--111 42/2 'll R!l il AL

F4X

_ _, 1 RIL

---11 /IL

il

CONTROL SCHEMATIC

TR

120-26.S

75 YA

I

I

Fuses I Control circu/l

2. flea/er 3 Zone conlrol 1/ol//es

2 3

~~~ jr,xjF4xJ s I R I E] j2A j2B I Fl

42 [:]

EJ

f/eo-ler

MOUNTING PANEL

$pqre

Spare

Spore

Spare

CONTROL CABINET

2A (TOC)

LO/M ,

Confocf '

ZI

s

=ti.

ik

·Pos/tion

'f2

Z2 Z3

. LO

·· SUMMER

PS

RIL

AL

4'Z

LOW SUMMER WINTER

I X LOW ...-1r-,W INTER

2 X

3 X 4 X

LOW· SUMMER· WINTER

Confacf Posif/on

MAN AUTO

I X

2 X MAI\! AUTO

3 X 4 X s X 6 X 7 X 8 )(

MAN - AUTO

SELECTOR SWITCHES

Moinlained confocls.

X indicales Closed conlacf t

Se/eclor Sw1lch

"MAIY - AUTO" .

Seleclor S1v1lch "LOW-SU/VlM£R·WINTt:7<"

2A 1- - - - ·- - - I~

I

- - -7 I I I

---- I s' == I I

3 i -~ I --

I ! _________ _ __ J

0 -= X2 -

LO

M

(!-J)

2B

28 (TDC)

--II RIL

--'I I '4L .

7!1 7.4

~ 6,4 r!X ----lo lo F2 -- F5 I 141/nler -- )

R fart (

R R 2 .s

I

" H

/,(//nter Stor/.

f/tjh It/arm

Winier Slop.

F5 closes

F4 closes

F3 opens

Summer S'qmmer

Sfc;r/ F2 closes "Stop'' Fe opens

Low Sft:1rl Low ':Slop"

Fi closes Fl opens

Bollom of Float SvMp

EL 717.4-

PUMPING SCHEDULE

NTS

REVISION DATE

LEGEND

Cl/

£TM

42 .,.

FIX

F4X

RIL

W!L

AL

Z {l,2,3) SZ(l,2,3) T 2A s

LO/M

LO/R

R

XI

X2 F (1,2, 3,4,5) -

PS

MOT

OL

AR

TR

U. S.ARMY

Chemical feed pumr-. (chlor,'nalar) Elapsed f/me meler.

Mo/17r .slarler Low leJYe/ relay.

/-/1jh lcJYcl alarm relay.

Red_ 1'ndicaling ltjhl, 11/11!1/e 111cticalin9 lighl /I/arm hgnl Zol?e con"lrol J/a/ves.

Zone ya/Ye conlro/ swilches.

Zrr/gc;l/on !!mer:

7i'min9 relay (Low press. bypt1ss) Starling re/03 .

LockoUI relay ( M - mo/17 coil) Lockoul relay ( R - resel roil) 1/ming relay ( ?ump slorl failur&} Lagoon /eye/ conlrol relay.

Molor s/arler c:;u,r;/1ory relay {I) Molo,,- sfar/er C/u)(1/;or3 reiafj (c}.

F/oal operolecl sw;fches.

Pressure operoled stvilc/7, Molor O;,,erloac:/ re/a y A/fernofor:

Control fronsformer

0 - Compone17/s localed in Irr/30/ion LOl/lrol/cr, NOTES

/, Reloys XI and X2 musf be infcrc!J4n9eoble.

2. l<elays FIX, F4X1 S c;nd R mus! he plvg 7 /n lype and. /nlerchongeob/e, 3 7i'm/ng relays 2// and 28 mus/ be /nlcrchangea6/e. ··

AS CONSTRUCTED

CONTRACT No. DAC'1</SZ-'7fi·C-CIOzz.

CONTRACTOR-~ /~,:qr~ ___ DA TE OF RECEIPT OF NOTICE TO PROCEED 2/ Ur 78

DATE OF COMPLETION OF CONTRACT ;;?/NOV /'17,6

DATE OF ACCEPTANCE Tlllov111.1

DESCRIPTION BY

U. S. ARMY ENGINEER DISTRICT. PORTLAND

DESIGNED:

DRAWN:

CHECKED:

PREPARED:

o(,~W~

SUPERVISED:

WILLAMETTE RIVER BASIN, OREGON

COAST FORK WILLAMETTE RIVER

COTTAGE

PROJECT WATER

GROVE LAKE

AND SEWER SYSTEM

EFFLUENT IRRIGATION

ELECTRICAL.

S~BMI DATE:

--------. ~*tHe CHIEF, ES N BRANCH .

·c-, ~~;EL~[{,.~~------~ sHEET 22 CG-40-6/22

D

C

B

A

B

A

CORPS OF ENG·INEERS 4 VALUE ENGINEERING WILL INCREASE YOUR PROFITS . I

1 U.S. ARMY

Ra1n.61rd Ser/es 120; Spr1n/</er head MATERIAL I_ iST or £9v/Vo/enf-,. S/..32. // Nozz/e 1-=--=---~ ----------------.---------1

PART REMARKS

·z-22t-----.:r--------x----x----x·----x----x·----x·----x----

(//2 "Male Bear/rJ.9) tf.~.MAT'L. NAME CF 3" --- '1- Reducer I

. 2

-1-------1-Verf-1~al_ Turbine Pumps Wat-er Met-er✓ 2." AWWA C701-47 l r

6---

Wafer Level Recorder 4.3

C

L

St-cl, wl. Go/v, S.1-eel Pipe To SI'/-. Orher

Side of' Roadvvay

J r

~~,Lleater _____ ~ee_ , .. ';/iei: ;'>, --------PLAN

I

D ' ' 7 \o

I I \ I ' /

9 l--==~--"F

SECTICJN

C

' I • I ' ' ' I I I

' ' ' I I I l

2" Laterals

@Jr-~ r

6''

~'f' i/2 ~1 r I I I

' ' ' I

' I

' ' ' ' ' ' ' ' I n I 3 Mo,~line

C

J

-0

·• 1 ,, Sprinkler/ Heads

X

SEWAGE LAGOON AREA

Cont-rol Bu//ding

LOTUS AND GRASS PLANTS

L;J fil ~~~Pipe Support

I - - - 3~Q;,i)l(J, --~ ~E~_,✓ '-C.~~~j;;;:e:;.O,u,r,

• , '-;.:- - - · ·-;) u '-' / 1 A17c/2or ro Floor

~ ' I / (

. 'i--+--{ ...

~ .. '""' ___ ' ________ .l_ ____ J~~·' _' --- ______ ///

Flect-r/cal Ca.6/nef-.s ---See £/ecrr1col iJwg, £)rain C :°ump

I

Chlor/ne Conf-ac/ Cnamoer

--4L ' y

' ' 4

I

Soad-Sef Coupler

' \2 Lafera/ l -------- 3 // , ; / --·- "1- Riser P,pe., 2 Lon.9

1-Sol1d-Sef- Coupler 1 ,sol/d-Sef- Mole Adapt-er f 63..i /✓ Coup/er £/,bow Qu/c,A- ·coup/1/?.9

.0/sconnec r Box

3x3x2"Red Tee

SECTION D

No Scale

Nore: Sw/n9 Joint- I R/ser sho-// .6e _90/v, s/ee/.

Chemd:.al Feed Pump w,/1u Gal. Wallace tl7er/TlCYJ : ~- Tan.I< er1e.:, 44-1 I 1

4---l:sree ;- i;;,__,;P1pe/_;,_c_/2.40,, !'_/2cl_d'.,,_ Gc,l__i,: JF s. J1/W-P-406c b If ,/?,,2"/ II II II II II 1 // // // // f--------,--------.....J...-------- " b. ,1 !2 1/,2." I/ ii II II // II l /4

~IS'

IC I

i /8 !

' /'1 !

// II

'Ga/v

I I f I //

II // /I II

11 -V-S4c II ti

// I/

II

'.9ed,. /26" /.6. Sf-ocxnorn/S'-S. 3 "C.I<, r/on

Bronze 2.'1Remof-e on r r o I Vo/ve Toro/Ser/es 216 C

Z "BacAl°lo w /C'revenf-er F£8CO/

S:reel 3 "r/a1?..9e, 11 Mode/ 8SO

-- ---·-·-·------ ----- ---- -- ------------ - --···-----···-- ~------I Ve/d1ro Necfi_:,,,S0/.6. ANSI 5/€.S' ---- --- ---

I/ e/d1n9/Srd. ANSI B/6,7 3;, Cro..s.s/ f/1/

I/ 6"S/1p-On r/on.9e ,ANSI B /C:.S ' . - - - _ _;____:__-'---.::.._--c,-----1

: 2.C ! r,;t.I, i3"7ee✓ Thdd./ Galv., /S0/.6. rs. WW-P-S2IF '-----+-- _____ ,._ ·--ry;;:----- ---· - -- -- ------ ---~ ----

1 2./ iSTPAI IZC017;,,oan1on Ponge✓ Thdd._,/S0/.6. ANSI B/€,6 I\ '-' ----- __ ,,____ - .. --------------+- ---- --·-----'-----1 f.!..::l I 2.2 11 2.'x t;;_'/,'educ ,';-1-2_ r(<z_/'/ye; 77?dd.,/S01t,4 n_ 1_' -----l

: 2.3 11 .3" 90 °£//,, We/d,,/79; Sf-d. ANSI B/C. 7 24 3 "Coupl/ng _ ----- _ - ---- ~fJ_,r_~sser Sryle 2.S Sree/ 3''x2.vz".R.F//., Weld1n9;S.rd ANSI 8/o.?

26 i M. i'. - 2.~7 90°0/,, Thdcl,, Galv.;/S-0/b. FS. WW-P-S2/F

2 7 I M..I; 2 1..,z ''>: 2 Yz'x I Yz" R. Tee/ T/2dd,,.. ;

Galv,/ /S'O/.b. II // / ✓ //

2.a ,1 1.,,2,, 9o~F//,, r/2dc7.., Ga1v./ ;,ca /.b.-: ,, 11 ,, ,1 ------ --- --- - --- -- -- ---~ - -·-· ---1

D

2. 9 11 "'2." Te_e_/ T/2dd..1 Ga!~/!.S'O /.6. 11 " 11 " C

I- Cf)

Sf-cl, WI: Golv.

Sreel P/)?e To Sf't: Orher Side o-f' Roadvvay

I- --ii

/-TTL.

£I. 727-F __ ,~- c--

3 'Ma1hhhe // ~-ee Spec :s_,,., SECTION E

30 C,I, /1,.-2" P 7rop✓ W/Cleanouf-, Galv. rs .. WW-P-49'/b f------+------ - - 1 -- - - _________ ., __ , -- --"·-· -------~-- ------- --- ----- - 3 I 11 I,,,_" Tee., Golv.,. /)ra/no9e __ ____, 11 11 11 11 .33 11 2 Yz''x2~"xl?z"Red. ke1 Ga/v,- ! 11 11 11 11 0----J.-- _,_ _ ______ ,._

: 34--1!...s_·ree/ 6_"P1pe-;:Scl,: 4:0 Galv. -,t-/. F-5~/lf/W-P-40Cc C . .T. 6"Woll P/pe/Bel/t/:/a1?_9e ANSI A2/.IO

3€ Bronze 1,,2 1'-No~I, 2 "--!Vo,2 Pressure Muelle1- Model /?e9u/a/-1n9 Vr,/ve /19002 f-----+ - -- -- --- ------+------=-------I

.. '17 /1,1,{,___ ?:_~ c:._o_up/1n9/ T/2dd./_Ga/v,//SO lb .. F.S. WW-P-S!!/F 38 . C . .I; 2 i.,.,_,,, "Coup//ny / Galv./ O,ro1;,a.9e F .5.. WW-P-4'?/ b 3'? M,L Yz" 4-S-;;-£17;-Thdd..1 2;;;7v /~0/.!J~- r,s, WW----P~S-21.P

40 £x/2au.s f- Fan See Specs ..

41 Bacx OraPf- Damper 11 11 42- Mo-I-or/zed Louver 11 11 4-3 Warer Leve/ Recorder 11 11

-- - -·- ----I 4-4 Sf-eel 2"P/ e t1.t/,:Op/e Galv., ____ __,f':_~:_l_'V_/IV-N-3.,;-/ I., 4S ' I/ - - i!:~'-5'):,e.1 ..Sc/1. 40./ Tnct'_c!;.,, Gcrlv, r S. WW-P-406c 46' !Bronze l?"Vacuu/77 BreaAer Valve r£BC0Mod. 775"'

1f7 M..I; 2" '10°£/(, Thdd.,Golv. __ _,_;::s. WW-P-S2/P '48 M..Z. 2.~;4S°F/(, Tndd./Golv,.1/S'O/.b. ;~- fl II II

-Threaded P/pe (Firr1ngs

1-4'?--:c . .z: € ;-;;-J<::>or LJ;a;~;W//21j/9edc,-:;',;if urn Z~41£' ---f-------+ _ ._ --'--------~- ,. ____ ______ ___j_T.Yf'e_".O"cover

M.L, 2 "x;f'x 2" Reel, Tee✓ T/2dd1/Galv, rs. WW-P-S-2/ I-' L..._

: -B-

Wof-er /-lea rer - See Specs.

M.I. 3 "x2 "Concenf-r1c l'?ed,, 7ndd,,GoA. l':S. WW-P-SZl.f'

/"Ora1i, Valve See Specs.

o Fxhausf- ran Sf-ee I I "P1pe1 Sc/2. 40., T/Jdd./ Golv. r.0'1; F.S. WW-P-406 c

Ca,6/e Jloles-

' Cl• C\J !

L-~~ ~~-~ =~--" i" ·- - -ror 2 Masonry

COVER PLATE DETAIL st-ud Ancnors/ Sca/e:lj%/!O" C7jtp.)

r ---+-=ii

0 I ,, -

Pro11? Pun?fJ

NOTES:

I. Wherever a.spec/l'tc commercial product- /s specil'ted or

1nd,,co/-e0j an e9ual produc f- of' 01?ofl1er t?7anu./'act-,.,,rer may 1.,e ,{'ur,r,1.shed 01? approval of' rhe Conrrocf-/179 0/'l'/i::e.

2,Pt):;e /2an,9,ers and support- s/20// conPorm f-o red. Sp_ec.

WW-1-1-17/C!, f-ype andspac1n9 f-osu//-.

.3.Sef pressure re9ular/n.9 vo/ve of- cOPS..I;

4. Set- pressure re-9ulaf-1//9 valve of-3S P.S..Z:

S: F1??.6edded domesr/c i,vof-er/1ne W/r/21n ond :ro S'/'f.: outs/de bu/ld1n.9 shol I be s;alv, s/"ee/.

6. Pat/7 f- a// /'errous .sur-Face.s_/ excep f-golv1/ ,nac/21ne~ or w/f-h f'ocf-ory coa-/-1n.9,, 2 coof-.s ol' Red Leod o,r,d 2 coars 9roy ena177e/. ..See Spec1+'1car/ons, 7.Providept):;e supporf-s ol?d /2on9ers as re9u1red.See Specs.

I 78Mar9 4dded valve. floor drain cha. chemical feed pum . ·

REVISION DATE DESCRIP'TION BY

la9oon

:=i~ i ~ >Bor/'x;;9 ,, U. S. ARMY ENGINEER DISTRICT, PORTLAND

--@) INVERT El. 718.6 _ i i----! Lon.9 C We/d 1-o-E_s_,G_N_E_o_, ----,----,w=, L:-L:-A:cM:-:-::E-=T-=T:::E:--::-R::-IV:::E:-::R::---=s-=A-=sc:::1N-:-,-o=R-=E-=-G-=-o-:-N,------I ! ! On Ol?e P/af-e COAST FORK WILLAMETTE RIVER

- __ __1 O,r,(y) l:':5...0..9..0.?P..qJt.CJc COTTAGE GROVE LAKE

DR'AWN:

B

A

@Cos I 1n Cone.re .-f-e "-syff1mef-ricol

Ahour rt_ G.WLoRo.sa PROJECT WATER AND SEWER SYSTEM

MECHANICAL .

' I" /II .I

I,! XI,;. /<eaucer Ga/v, COVER PL/"'TE. FABPIC.L\TION [;[TAIL CHECKED:

SECTION B

2 REQUIRED

-Scale: 3 '~/co"

V.l:Goodpo-sf-o .. LAGOON CONTROL BUILDING

LAGOON CONTRCL BUILDING

_SHEET 17

CG-40-6/17

3 i 2 1

CORPS OF ENGINEERS

8'-0" 27'-0" /68'-0"

- 30 MIL. LINER

VALUE ENGINEERING WILL INCREASE YOUR PROFITS

27'-0"

EFFLUENT PIPE INTAKE -

SEE DETAIL~8 SKETCH/

QD

B'-0" 13'-0"

VALVE BOX WITH COVER

I0'-4" 76'-8"

U.S. J\RMY

BASE LINE

If COUNTY

ROAD NO. 123I

4" LAGOON LINER BEDD!Nf I ttb---CONTROL BUILDING EXIST. GROUND LINE

SEEDED

,----r-EDGE OF EXIST.

PAVEMENT

730 4" SOIL BLANl-(E?;~

SEEDED

GRASS STRAW MULCH

EXIST. GROUND LINE

EL. 726.B

/I

__.--" EL. 720.4

::ms:--

LAGOON DIMENSIONS ARE

SYMMETRICAL ABO{IT ~~

A

A

A

84'-0" ~

6" LEVELING COURSE

I 6 '-9" I LAGOON LINER

... ~ BEDDING ----:..._ EL. 726.8

A

EL. 727.S -

~ -11-,,___ ~ A(f:::;17,S-___ _

I , 725

4" SOIL BLANKE7;·

SEEDED

EXCAVATION

CONTROL LINE

3 ;:j --

I I

EL. 723.8

OPER. W.S. ~---

:EL. 721.7

I! "---/2" STRIPPING

__ J~ --- ---=------

MIN. W.S.

--:::;> ----- - ----- ·=:i

EL. 717. 4

EMBANKMENT FROM

LAGOON EXCAVATION

G" EFFLUENT PIPE, /NV EL. 718.6

SEE DETAIL (ID 8 SKETCH I

& SECTION El)

STA. 5+50

SCALE: I"= 5'-0"

G" ECCENTRIC PLUG (BALLCENTRIC) lt4LV~

NON-LUBRICATED, 100% PIPE AREA OPENING:,

'---KEY-OPERATED, HOMESTEAD VALVE FIG. 1532

OR EQUAL, WITH VALVE STEM EXTENSION

ASSEMBLY AND KEY.

1.3S'-ON

EXIST. GROUND LINE

EL. 726.8

6" LEVELING COURSE

EMBANKMENT FROM

LAGOON STRIPPING

25'-0"

BASE LINE

(i_ COUNTY

ROAD NO. 1231

EDGE OF EXIST.·

PAVEME.NT

' ----~'7-<~=----==~:;::=.:~==========~:=-~~~=~=-~~~;;;~~~~;~~~2=====::::::~ ' , G" STRIPPING 720

1-ll)

U) ...

...J l}l

71S

30 MIL LINER_,

SEE SKETCH 3

27'-0"

EL. 726.B

. , • t \ -- -· ; . . ·.-,,a.. . '. -~

4 "LAGOON LINER

BEDDING

CONTROL LINE

_& SECTION @

SCALE: I"= l'-0"

12" STRIPPING

4" SOIL BLANKE7;

SEEDED

12" STRIPPING

EMBANKMENT FROM

EXCAVATION FOR WATER ¢

SEWER R\?AD ENCASEMENT-

SECTION EB

STA. 5+23

SCALE: /II= 5'-011

~GRASS STRAW MULCH

EXIST. GROUND LINE

BACKFILL WITH MATERIAL

FROM LAGOON STRIPPING,

SEEDED

L]1 I

L',._ :7eJuL /71 DELETED INLET STRUCTURE t REVISED LAGOON DETAIL.S REVISION l DATE DESCRIPTION BY

U. S. ARMY ENGINEER DISTRICT, PORTLAND

DESIGNED:

P. ECKLEY ____ _

DR'AWN:

. J. _ LAKE _______ __

CHECKED:

_C. ___ WEITZ _________ _

WILLAMETTE RIVER BASINI- OREGON

COAST FORK WI LLAM ETTt:. RIVER

COTTAGE

PROJECT WATER

GROVE LAKE

AND SEWER $~(STEM

SEWAGE LAGOON - SECT I01NS

:::F~4 ~ ...... \:~~~~~~~~ZJ

SUPERVISED:

~~SE~ ··· lsHEET 10 CG-40-6/10 RASTER# CG-40-6-10 REV-1.tif

B

A

CORPS OF E['s!GINEERS 4 VALUE ENGINEERING WILL INCREAS·E YOUR PROFITS

Mofort'z.ed louver der Recor.

oulle I ce Fnlrat1 lighl - .. -

2-po/e

JB ,-,

J

I 15 , . ---, I I I b Recorder

/3 t 13,/5

12 I v"

I

A~ C/1 !or, nofo r -

-Exha recepfocle usf f'on

/,-Fa11 . r 1

' receplacle

8 I

1® I ~/6 ---, ' / ' r; (_)'\ I /lla/e,· \

; healer ; I / r \ I

1!/

' I

JBQ -

I / , I I Lum,Oa,r,, /

II /' """,,,

7 .../ -

/ ~o~-7 I D~O~ / J=~= = \.' J 1 lrri9atior, 7

- - ~ ~ Pressure .

PS Switch

He

Control Cabin~

- 5/ c:: ,:;

ZI '- Z2 Z.3 ,...,,, ;,, ur, , KI·

/' L19hrin9 Pane 1/ ~ \~ - ---.

crfer- -/4- ---- - -(,I - -

LEGE~'>JD

/2

111-D/l{ll/t 711

Z~ Z2,Z3 s

JB

Exposed condvit

Conduit" err,bec/ded or bur/ed

Conduit home run to /i9hfin9 panel, No, ,'s circuit hl<r No, Duple;< out/er

Single outlet

Dlreci 6ur/ed coble

Flextlole condo/I-

Lighf SN/lch

Junch'on !3ox ·----- )~ '1 ~ ~'~12,4 ~a"

, ./3 _ __; D-{- ~ - 2 "'B f'or each motor

\. -- t. • " 17----. I \ j r ~ \ ltghf - · "'° ~

\ /JL /l/Qrrn \ L.J\(A mefer soc/ref / "'-Pump Control

// '\ · . Cabinei ~3/1-"p!ywood, 4'xa:

#2 c." condulf = ···· pa.int fo match Wall i

3" condu!f fo c;,nd,_,} under roadYoQfj, 'wire ,O!f pp 8. I.

Pump No. I I --~60

Pump!Vo2 1 -60

Pump control --~15

I s

~-~· --· ----==~ I I

I I : • ---· :t 3/41 X 10 roof

1~ coppe-1- clod

• 1 , j I ground rod

~-j 'J .... ' --·-· -- -· .. _ j '- -'·,

- Trc;,1-;5/orrner .

t pod hfj PP f L

PLAN

SCALE 3/4"= I'- O"

1--( ----1( 2D0

'f Heat-er·

~ ;5---

L/qhts

15---"' , Fanf Louver

15--

/0 Liqht

1......surnp pump outlet

( Sump pumf-' ' J (below) "-.

~r • I f1')

Cantre/ Cabinet

' i ' ' ()!

, I !

t.o' 5- I /2 ° conduits {one for each float)

I

Water hea fer ---·15 ,...-... 15 __ _ II /2 £nfrance /iqh t

Spore

"'--------L---------~!lr-l -~ -~ ... ,··

Ouflef.s ;s' W.L Recorder 15

Sump pump

.Space

---';s

/</, ~ ;s'---- /6

;5'----

Spare

Space 12 '1 ' /

Space p

I .

/llar/?7 lijnf

Sump purnp out/el.

1/Jeolherproof.

1 __ Compacted genera/ bacl<..fi/1

,--.-,---c,J.,--- Sand or selected roe/<- free earrh

F5

F4

F3

Cahles 6.f PP¢ L, Trer1cl? 01?d f;ockF,/1 6fj Confr-ocfor

S.N

Fl

LIGHTING PANEL SCHEDULE SECT IOi\J A r

"""F, . 1001 operated switch

CABLE TRENCH DETAIL

Counj Roacl No. 1231

.ARt.A PLAN 100 eoo 400

SCALE IN FEET

<oOO

1 U. S. ARMY

Under9round \ \ power line - see 1 , ' \ \ specs , , Lagoon

I

NOTES,. I

I. . " Mouni convenience. ou-llef-5 4c o6ove /'/oar.

AS CONSTRUCTED

CONTRACT No. L24.C.l'L~Z::_7.i~C=o07Z ... ___ _

P- - __ -/. ,/q --"""/,,, CONTRACTOR ...... L~:L/!f<'£ ,J:.-,.,, li!'df14' __ ,, __ DATE OF RECEIPT OF NOTICE TOPROCEETJ' q'4pr78 DATE OF COMPLETION OF CONTRACT 2/ No'179o/8 _ DATE OF ACCEPTANCE __ 'ZI II~ V if?6 . _____ ·· _

73Moy 9 As consf;-ucfed

REVISION DATE D ES CR I PT IO N

U. S. ARMY ENGINEER DISTRICT, PORTLAND

DESIGNED: WILLAMETTE RIVER BASIN, OREGON

COAST FORK WILLAMETTE RIVER

( n_.A

----.. ~UJ? COTTAGE

BY

___ L~ PROJECT WATER

GROVE LAKE

AND SEWER SYSTEM

CHECKED: LAGOON

SUPERVISED:

CONTROL BUILDING

ELECTRICAL

SUBMITTE ·

IEF, D SIGN BRANCH

-<--~~--------, SH~~ 23 c , ELECTRICAL SECTION ...... • CG-40-6/23

D

C

B

A

L 11< H PRll<T!NG CO. - SEATTLE t , _______________________ 4 ________________ _\_ __________________ 3 _________________ .,___ __________________ 2 ________________ 1 _________________ , ___________________ __J

CORPS OF ENGINEERS VALUE ENGINEERING WILL INCREASE YOUR PROFITS U. S.ARMY

A . '

C\l !

/0 '-0" )-E:---- .. - -------------

. !'-11" J'-~Jf' /0'-/"

!:,. 0. !

3" (-B/2,11 !

- >k ~--- --- -;;:,-i ,eo, ' ~,----f0ce ol,.sfuds

I , ,1 ' f'.-0 face o? I 1

0 f0dsJf7

I ' ' B

'. 1 Louver{-5ee .Sh. 17) : 15 ' .~- oul/i:1e of'roof

1 5tuds ---j' ] -------------------~ --- , 7 'o1 ~- - I ,- ------- I -

,,,-, Face a~/~ ([ Exausf /aw(See Sh. /7) : _._ _/ -sahove _ _ _ _

~ ~---J_--·-~ __±__ L . I '' •

11"°' r - --"'I---+ .7 cc I . .._;'nedtS

SJ.r\k

I~:., ,, ·,:, '/2'

GIi'

//-2) r ~ - - -

8 S, v-21 V-2-i, 18'- o" aces@ 24''eo., = /, ,_ o" i 1· .

' I

I (raciQ f'r. 2 x. /0 I

I \ (811d,ng Pr. ~x10

V-2·) V·2;:i V-2/.

--r--11------,,-- --

~2 X0 31 KQ.

; '-o_ll t ~{--Face ol stu.do v-z? -II I v-2:- -Jrr~~~ ~~:s:ggers

I - - -- 7

_Jlbk "-v-3-J

" 4' ✓ '.'.> --

-.,4·" ,''(1C!f'i' \ rto ,. I '- I I

\ :4[ . I

/ " ,._,l!a-fd, ~ cu rh

Cedar shia_g I es __..-----..,_

~ .-7.,_;:7;=:-~,fta~ d,dy(Ga/v.)

I-' ... · draw-p,4/f cofch

(Opp. st'de some) To_p 0 / 72~ El. 735.32'~")/'~ :::i---- '

C~J ,_

1•-" L'I

11'.o fJpper eave

~ •, Top of ll'. Et. 739. 1 7 1

I

' ' 'S' ,I "l f-·----· ,-L, •1 ,-- /:_-=-::.•_' __L\cl ==·=···· ~=~t:=--:

8/ock-olll ,J 11 lflof wafer

ICII

\:'' / Jii "l?oagh-sawn

1·' ex-I. grade p!ywd.

I

: //-3~ 2-2xs 'S;LIV' 2xG 23/l:g.4ll,---Jt-2x8 81kg.

r ('tlf ---i Lower~, eave~

- I ✓~c.Gua/----,,. ! re ~ ~--e- -, c;;-tPumps7

(<£:~2x4b//:._g: _ _ 1 !c'/ll t Top of' eau i;,,. R. O. s I , ' C

I::, ~ ,1 ,;.

~' ~I lo

I

~ Yi

I ~I

I (See Sh.14) 11o 'hell' heafer(/Jelow) ~ 2'-G11

,Floor halc/2 \(See Sh. 1-1)

~ 1 1

Co11c. -floor slab-, (See Sh. 14) (__"'"i

Cahinel 4' .shelves

Pump slab (See ' • _L /4 ) ...__,..--"" s.Jliee 7 ' / ·- 'I. - 11:;;II I I '<If ,--;, Ji, I -p

' --------r I 11s u I.

'Zx(;Blig.

t<ci, h 2,/0 . /·31 .. ---j

2x8 8/L_g. ., I ,'2x(pl3/lg ~I .. ,J:=1~"'"'''""'7 ~ .. I I' w-- • .. ••.•·· 1:v-35 I

·c:.

-'-'-,.,-•. a:..=-2 ~

Lv-3,...J , II v-2 / 'u.s '~-::~niL . ' ----·

-g.;z II V:2

: 11¥ -w 2-2 x8 '2;:I n--,.

~+ Fi ' 0 HI~' i,--- a.ct a. t rom 2 x /0 I

' 19: ,, 1-...

---------irlc m ''.Rough -sawn eid. grade plgwd..

s ·,,,1 r I\_

:J, ,',)I

I;.' e s

I • \ 1/ \ J \

' ' (/\ ~ ; ' 0 ' 4 ,,_ ") / ! I ca/4_ ,._x Bl,:g, .I

I Acli~1 !_eol' ' ( Top_ oi' she/P "'

"' ,I C)

~~r-·-· / : . ✓- /.411'

( Floor drain £JI ,__~~~ .. ' '~see De-tail A r ·'Ui"Exf 3rade pj;wd.

2K4 !val! sfuds

@> /0 "0. C. \ 0 ~I

I cx8 Outriggers @21-"o.c. --

'. V-3J

2x!4 Curb

:7'-0" \

I ;

V-2 : IU.; !nsu!.

I_Top of cur.h El. 7 28.1! '}

11\ . 1;===-$kU -· " I, \ ' -- • + I \ ; 4- Curb ~'

: : ·•. / lo, (lijp) ~1 !

I

C\,i

. Sheet 17 \ /

) t; ~"<j"i.['.fl rt11f

1~1 fo 'E

::,[~l,,S~\

:v-3Y L -

2xC.

B~k~·::), -.1 _;;,_ ,::,;/ m11 -")!{)TE= V-2 ~:,:,-,;,~====~~· : : ,. '' .. , . , . . (' I -~ . Jc,/·· -L..--- - .--- T ·_':_ / \ /J. , t __ J

- l-- ____ : ... ':•:,-_~'< cCJ.), c-,~cu_:i· ~,~_::s:_'-~~ 1~~~-:L:i-~-~---i!L-~;~_n,-u,,,u1rc,1:1,1 ;c, ,n,·, l /

~. o?lrar:ce ~ - -t ~Mt!. - - -\:_C9nc fou,,dal/o,., - - - - - ~ - -

I -,4--e,'\ ' ,- - ~ r _, 'a-' 11'. _, ~ v-15 v-1..J v-;J V-/_J t Y-1-t V-!_J 't.v-;J t.11-1 j

Cenl>!'.r roof hatch Ov'er ?Ut>!f'S (See (A'\ 1 r~ ) •

~ A ---- •\7 -- ' ,; i,. • ·,:1 ~ ·t , ;A , [ .... r,. • • 1>" .,. ,\

,'' I> : '"" • , - <,\ " £, O .;::. ~ • • • <I •• • t, C

' • . , ;. ! ·, ' /Jefails ol' co11c.

,5/qh (See Sh. If) C downspo"i (c:;,ee -h. 11)

Prccas-1 cone.

0p/C1sh hlock.

• Manhole (See Sh. 14) '------·---·-'

-··--.. :,,,. i

LL ______ _J

_J l

:i:

l ./)Ol).)11S?Of.( f

_J_ t Bll:.9. Ir 2"'10~/ _) f

Facia /'r. 2xi0 } Ml/. gutter.,./

2-2x 5 ./ &

A.'.

RO()r /IE.NT. 1,/0Te S: ,,,,.. A

I. //c,-,fs sho!I he /-/,.,cl, A!un11num KO'-IMcl

Louver /:,!I l'acil'1c A4efa.ls Co,, Porl/o,.,d, Oreyon, or approvec/ eQl(c,I.

------A •

L

·•' • ,. slab ¢ lou11dol1'o-, O;J Jh. I+ ' '

/------/1 i ,f I {' ,/' I • 1 l l/'---

FLOOR PLAN ,5ca/e ~ Ji'' r I '--o" ~

ROOF f'RAM\NG :PLAN 0CQ/e : .½.' --= / 1-0 11

2. V-1 /le,,I: ms/,,/( /011,er cenlerec/ ead, wa.y on expc,sed Ex hlochny(See €9).

,3. V-2 Ve11I: lns/0!,1 /ouvi?r cenfe~ec/ horlzon/4/l'j a11c( a.f 11,e hp ol' /lie erposec/ .2x 15/ocL,~y (.See 'CpiJ.

C!i) SE.-C, TION --Scale : ½" = I '-0"

CKf'CSecf £ ,< fj (){Jfr/ggers

• 0 racra. from ex /0\

·1 --- -----·-.,-----

"---I n-j

···1 ;·

; I

. ' : ' : i

-- . T-- '--~ ----- ---- -- ----,--

',' )\~~ Ii : i ====-W---<' \ I " I, , ,--·"•~-l~o······ il ~- .. ~ ~~--J l~~. .

,, I. ' '

E.xa11sl lan{See Sheef 11)--j__,,/~'/ .

I I i

IK2 Tr/m

' r -- -- --- ----~ ,---

I I, ✓--11rr----P& edge, 'Z" F/as1~.

· --~ ·-m2--~_r~ ~. = -=::i r,. Sh. 17) I= Jl ,--._ • I / ,1.wcr 1'-'<e ' ' \. ---..-......._...:+--- ,-L

;~----¾'Rough-sawn ex f. 9 rad e P ".51"-' ood ---------------L ~ ii

I

I' ----k,-----1<2 [cr11er -fr:m, baffer1s f louver frim i'

; , I

: I , I : i I : I

I, 'I ' , : i

I ; I j

; i t~ac;o., f' ro,n 2; 10 l_ __

?IJ edge z" f'lash.-

E)(aasf /'an (5ce 5heef- 17) ~--------..

;Ya "f'oug/2-sawn ekT- grade plywd. -

Ix 2 corner !rim, ha.lfen.s cf door frim

Li i _j_j'i ;LJi i'

! i; I

- iJ__ ' ' ; -- ·······---·J "' ;•

Cone. /o,md { s/a/, (See Sheef /4)

SOUTH E.LEVATION cSca/e "' //'.'. II / / .. /2- = I -o I

I

- - -- _J

12-

- ---.....:--c._ ---

]4 T Cedar .shln.9le 5

\ ~ (-Roof' hatch -Flash.

4. V-.J Ve';if: lJri/( /-ind, d/ameter holes er/- Me fop ol' roof' /'ram/llj mem/4ers a.I fhe locaf,ows ,:,/2own.

r l?oo-P ha lei, ) 111.su/, 5"\ RaLe

IG,

-............ ___ -,.___--......_____ -...::::.:::::::r--- -~-.-....._ -2x4 !lalc/i !'rame ' ~~·,1 i

-- L

--""-;i i ~---------~

I '

! I

' i -------

-~-~~· L li

1' I .._ ,-~ I --- ' . I . ,- 1·-

I

I

I ' I i I /,.\ . .

/// l , I \ ' A cl!~e:__ \ leaf- '

I

I

II

' i . I

I!

W 'f.._ ':::;; T E-Lt.VA, TION Scale :

-lx2 If /hr iv/I/, gul ler i---z'x3".Mf/.

I downspouf

/ frecq.sf cone.

\ sp!osh bloc/:._

·- - - -...J

Ji,,,-==- I ~O ,, ·-··" j I , ,: le' f----- ------- - I c;_·fo~~2~;Jel~t~e\ . :JI ' (~ Ix 2 Trim DUI-- ·~--- - - l~ '-sA"£ , J - f~

' "11 'I i

Iii"' ~-----41J,~

' I --, ¼ "Roagh-sa,,,,n , . e •1cc' ex/, grade pltjwc{)_ i ,[, Z,4 i3ll3.

In,:, u I. --------Jl11

~I

. E x_,, grade plywd.---

' J '£. Pu,,,;os ¥ Hatch

I

Ii i '' ; I I:

I;

I Ii

I

~\!lead.

\ G, j h;:, of'cur/2 ! €1.7~.5~42\ l~I 'I I !11 §___)S///

IG:> 0

" I I '

,c ~ ;; ,:_. A i, v" -.~, ~:: ::._

. . .. ,.,. ' -p ,! 0 ' ' ~

• /4 ' '··' " • .. . ' ,. . . ·, . . ,, . - .

··,: (; ' :,, ' C 7 •, "'

;. 4 0£• ·t \ V ,,o b ----~- --- -- A·.·.-, ·• ·, V ' L A , ' ' Curv 4 ,., , • y\

(Tj;,P) I(;, ' I • E:.. f '-~

@ SE.CT ION

0efqi/s &I' CO#C.

,5/Cth $ f'DllY!d. 01'/ she el- I 4-

<Scale : ,Y.z 11 = I".._ o"'

78Mar.9l 4dded f'/oor drain

REVISION I DATE DESCRIPTION

U. S. ARMY ENGINEER DISTRICT, PORTLAND

DESIGNED:

R.. k/rkharn

DRAWN:

R. Kirkham

CHECKED:

ilf S'. ............ ·-···-····

WILLAMETTE RIVER BASIN, OREGON

COAST FORK WILLAMETTE RIVER

COTTAGE GROVE LAKE

PROJECT WATER AND SEWER SYSTEM

LAGOON CONTROL BUILDING

PLANS, SECTIONS AND ELEVATIONS

BY

PREPA~;, ✓ /,I ~ ~UBMI, DATE,78.FE.l!l..Z.I -- ~t.:v'L.--.:~., ........ ........ . ....... ~&L~ CHIEF, OESIGN BRANCH • ················•·····

SUPERVISED:

....... ~ .. ~.,if~n,g.,.

CHIEF. STRUCTURES SECTION SHEET 15 CG-40-6/15

RASTER# CG-40-6-15 REV-1.tif