DRAWING PACKAGE_MILFORD RECREATIONAL AREA ROOF REPLACEMENT PROJECT_23_AUG_2022.pdf

D E

S

IG

N E

D B

Y

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

M

IL

F

O R

D L

A K

L

G)

C R

E A

T

IO

N A

R E

A R

O O

F R

E P

L A

C E

M E

N P

R O

J E

C T

A N

S A

S C

IT

Y

D

IS

T R

IC

A

W N

B Y

K

E B

R O

C H

U

E th t, I I

J

U N

C

IT

O N

C

IT

Y

K A

N S an s as C it y, M O

H

E C

K E

D B

Y m

O

V E

R M

O H

--l

U

B M

IT

T

E D

B Y w

�i

1r

I

IS

S

U E

D A

T E

A

U G

U S

T

L

IC

IT

A

T

IO

N N

E

T

IT

L E

P A

G

N T

R A

C T

N

E T

IT

L

E P

A G

IN

IT

IA

L

P R

O J

E C

T D

E V

E L

O P

M t:.

1'11

M A

S

C R

IP

T

IO

N

P

R

IL

EI

II>

�-3

:C o ii!

il

(co��r� CAP FLASH

ING

0U,RJGGER-5)

SOUTHWEST

3\ SIGN DETAIL

6SR-\j_8SB- I

·�ffljli-F""='"f'J:/ ��It��� ��·/ c.._uc��

1 o/�1 "- II?' ?'e,'.' 2:*-�!.t?§'.:'..J

AWM-LOUY...,_

IA.!11"1-iC;;>i:..ll..eE.N-

2· 4e.A."-"�

::::oitN�E?>L..c;t:;,�i::.., r"..oiH ,r.._,1c:>1:;..,.,,.

0l.OF-'E l'"O� O�t-.JA&E::

� � ase0Pese-1

\0;c::.Jli(::'Hl�

ELEVATION

CAUL!<-

St\

HEAD

VALUE ENGINEERING PAYS

t,,•iP f.0\J"'i1 ""-f'J>l V\jet:lt:? f'c:'"'";)1'• 1gj.1,a-.1eo f1tJ1c..:,H.FLcoP ... 1;._. 11�".?io it:\ :!l:F11-J�.?H &'"�f:f.L..ll�-10 1

;::: :: !' 1 II • .

Ll.l.l 1.J.JS- 1.-? f) COi.JG,, �if:?. "f'(f'.

NORTHEAST ELEVATION @

�C.ALC: 1/4

: !'·0" f-;:�C,I ���M . AV

�OOLl'TR.!W,:_,·F.."....:::_, 1-�o<Jte-H c.·,P\·A11..l-.:-;,1p.,,1tJ1::o toE•J-r1r:�-r1t:;-.J � .. ,U"",..i-?

"°-""" oe.r. ri�

8SB��8S8·\

w'WR.W.Pe<,,1-Rotl(,,li .,_,._v,�'-�»e.c-

Y21A;(��- ob!Oil>Jt:?

/m=='fr.1./"fE,.Wf<W• r,..'iA!p,Jf:.O e'1e.,e.o.,,?.1•,b, eA, El.JO w,::.oo SCREEN PLAf\l S. A(_E_ 11,ill, 11.0 11 il>!cVE.L ALL E.,(.f'"""_,e,c;, 5.0bf.:¥.,, ftt.:''2-N��::., Qt,,.J .c.;:,l:A'f

FRONT ELEVATION

,1 ;;i..,-,��-----1-, '>i.:v>.oLL,-0'1«,,,;,u, .,."1',,2: �O"",(RQ:::,.10J.J

��;,;-.JTA�Jf �t..l:�_., END ELEVATIOf\J

"""",s Ll�e'. A- •• r------------- �------------

I c:r===:-,.

I I I l E{

FLOOR Pl_AN@ 5CALt:. 1/4- 11 : l'-0 11

SOUTHEAST ELEVATION

5CAL!: 1/411: \ 1 -0 11

v\100D SCREEN SECTION

(?� CHANGE COMPARTMENT BEt\JCH ROBE HOOK DETAIL SKYLIGHT SECTION 85B·IU'5B·I SCALE. th•: 1 1 ·0 11

11.00,.to'+ n

* LOCA'f10,1 OF- ,;,v1.-1ce.

IN fA?C.IA M�,.- V/A.T-Y A"f CONTRAC.TOR.'7 OPTION c:,F.>AIL<'Et.!DN N·'

.::;...,.-,e,i.;.r c-r-:.:1A,1:.... ........._ 1'A ... i-�J Fk.:;t-..1 --.............._

COPPeR CAP FLASHiNG (fill OUTRIGGERS)

�'?,-2.,clOOLJ,.-Rl<--"t!:?eJZ0 i:2CL\6::"1.t:::,,AV'Jt.J.,·..,1A,1<'Je".D

C:::-..rtf�E-cr 0E."'AiL.f-.aEL,1;oiJ� APP»A.'.!.•., o•J

SET DWG. 8SB-I

@ ·«emoved !Joor Schedak ond rev/5ed rloor Phnand f/eralion /O·Z:0:_!Q · /A?' - SYM. DESCRiPTION �-- -- DATE APP'D.

REVISIONS

REPUBILCAN RIVER, KANSAS

MILFORD LAKE

PUBLIC USE AREA DEVELOPMENT

CURTIS CREEK AREA

SHOWER BUILDING

PLAN, ELEVATION AND MISCELLANEOUS DETAILS

Dwg. No. A4

CORPS OF ENGINEERS

KANSAS CITY DIS"fRICT Submitted:

__ -z c. :.),. (

CHIEF, ARCHJTECTURAL SECTION

ORA'NN BY:

J.A.B. E.V.S.

Recommended:

/? •,,d� , ✓?-�-. - G; - CHECrl..ED BY:

T.C.F.

Scale: as shown

U. S. ARM'/

JULY 1980

Appn,,�

,"i.,c '-{}/:J.w c,• ., Cl-UEF, ENGINEERIHG DIVISION

B-1-20�4

REFERENCE

L.W.ll>l.-1·.·.·•.·i.

U>JI.,.. CT"!'?') •· ..

=i=

VER TIC.A.L CMU WALL REINF.

SPA. IN CENTER WALL

858-2l85B-2

SECTION

5cAL f. 1/J,' , I '·0 11

�OMENS 1 101 LET

SCALI:. 1/4", 1'-0 11

2 X 10 RIDGE

�ALL SECTION

8SB-I 858-2

. SECTION

HANDICAPPED. SH0�ER

1-ia'I'- A""-1-iOIL ll<:>l.'.f U�061'< -..�1m1:zot-.1'10J..IIIO>JC:, eeAA!f'&l�Nh.._'!U.L t Haot<-Vl3Z1'1CAL N>,,l.L r>.•>J="J""' h11i1EI. 0-./r,//t.

'1'0P HOf<IZ:?>-l�N,.. �,::, tl>eA>JJReilJFi:>IZG-I>J«>""1'1icEL, C-EPAA'?Hi"-'t,,LJV<> 14�11J<p �ILT r'\.'1'1ND.<bH""'1ltitJ"'

�oo<. &"l" qo•@ To, w/s�o. �ooK ITYP. Al,! ,AltOUNO &I.Pt.. fit'ft.�\U�)

's�nv '-'?Cl"l'rf·��

PLAN

'::z�..-.,w�,,.---�

�-"...>\Al'�.>•....if-

.... ,_,.�,MUJ, __ ......__._ __ ��--+-

""'1• � />,/116,A �llAl'1'•it' v r1oJ1<::>H tb�f;.

·. ,._., L-BARS I§ I2"C.C. mAX.

MU-H,/

1.AUU,:;>�'f

�¢1>..�;:>,i�c:h.e,..

l3TN.THE BARS THAT

�:iN�{T\�.�I� c._1a�N�\\�G. ��;�R101t.)

3-#4 CONT.

(D VENTILATION LOUVERS

5cALE 3/� d ; I '-o' r-o· 856·1_856·2. :>CALf;. 3/,4 u ,l'-QII

VALUE ENGINEERING PAYS

(iO\ 8S8·21 B5&•4

NOTE:

I. FOR FLOOR SLOPE S IN

SHOWERS SE.1' PLAN ON

SSB-1

ROOF FRAM! NG PLAN

FOUNDATION PLAN

NORTH

@ :\ !l li 1: ll.lJ �.lJ

2.F'OR FLOOR DRAIN LOCATIONS

SEE ese-1 4 BS e,-5

+ 8'-0'

�2'PLYWOOD SPACER

WATER SUPPLY LINE (SIZE

VARI.ES 2"-1 1/4")

T O P OF 4'CMU DIVIDER WALL l"X 8' TRIM

+ f'-4 11

2X4(TRIMED)

. 1/4"

TO SHOWER

-1/2•�=-

=c� TO SHOWER

DETAIL

SCA_LE: 11/2"=1'-0"

NOT§;'

Rl!lNF. SH

ALL BE. CONT. THRU SLAB

CONST. JT.

SLAB CONSTRUCTION

DETAIL

SCALE: 1 1/2 =1'-0"

JOINT

CENTER POST

i"1ULLION

..,.._N!F'A'- � L ALL �11'. <oHAl.l. &a NO!CMAL. �,..,..,- L 11,1,.V& .,_ MIIJIMI.M 2• Alo."!" C:,.._""-J .:CMP-I� e.:,'!)UW(.,fH Of' ,rd_•� P."7.I.

;:�� �� ��i.'.::"� = .. ...,,.1,.;J..�.i= 1"".;�IGAJ--..

1'.iC' LOYlll!IC. Tr\l,,.tJ r .. ■.I050P.5.I.(SINGLE U SE),Fc;900P.S.1;,Fr=515P.5.l.,Fv;l5P.5.l.t r��;�G

O N

O

L��tt6ADS: SN OW; 20P.5.F. t WIND-ANSI A5B.l -I9121 80 MPH BA5IC WIND SPEEDt EXPOSURE C.

5.VOIDS IN C.M.U. WHERE REINFORCING STEE L 15 PLACED � BOND BEAMS SHALL

BE FILLED WITH FINE AGGREGATE CONC.REil:..

6.WHERE NAILS.ARE SPECIFIED PRE-DRILLING MA'/ BE REQUIRED,

J. REINl'ORCING $TEEL Sl-lALL BE CONTINUOUS THROUGH CO NSTRUCTION JOINTS

B.ALL STRUCTURAL STEEL SHALL BE A36

9.ALL 5HEET METAL FLASHING AND EDE>INGS $HALL BE GAL¥. STEEL

SHEET OR ALUMINUM OF RECOMMENDED WEIGHT IN THE SMACNA

MANUAL FOR THE GIVEN GIRTHS.

SECTION THRU THICKENED SLAB GENERAL NO,E5 c.oN"r. ON 8S�-f

SET DWG. 858-2.

�...,Ul"l"O,._T '21..oll ,.c..--

SCALE, I 1/2"= l'-0"

SYM. DESCRIPTION

R EVISIONS

REPUBILCAN RIVER, KANSAS

DATE APP'D.

MILFORD LAKE

Dwg. No. A5

CORPS OF ENGINEERS

KANSAS CITY DISTRICT

Submitted:

..:::::JC-=-1-'=6

CHIEF, ARCHITEClURAL SECTION

J. A.B. E.V.S.

PUBLIC USE AREA DEVELOPMENT

CURTIS CREEK AREA

SHOWER BUILDING

SECTIONS AND DETAILS

Re<:ommend•d:

;z,z:wU,-?:f-

CHIEF, DESIGN BRANCH

.'tC.F.

Scale: as shown

U. S. ARMY

JULY 1980

CHIEF, ENGrNEERING DIVISION

B-1-2085

'_TEXTURED PLYWD. SIOII\.IG STAii-JED 6UILDING EXTERIOR

(NOT SHOWN)

3-1Gd-Zx6

VALUE ENGINEERlN-�

S YM . -ABT-CE. . . .. -- '

5/a'1CDX

PLY

KNOTCH 2�8

20d NAIL� AL1. IN PL'S e 8 11 CTR.

OVER. SCR..EENED OPENIN6

-%'.' PLjliJD.

INWALL S RAFfERS _z",,_ B"JO 1ST <=: l<.1D6E BEAM 5/e'' PL't'WD. I G d @ 5 11 -'--1---l===::::W.P----l i\ll!I�=�, 1/?_11 x '>/411 TRIM l"x 9 1121 F/iSCIA

TO KN01CHED

.117,,°' RE.t-1\0YABl-.E.

PLASTIC PAI\JE.L

W/ ALUt--1. FR/\M E

IGd @8"ALT.

11'./ PLAT E.S

KNOTCH R,t>.,.fTERS

SIMPSON HI TIE-

3 11 x209a, GAL'✓. STEEL SH::ET W/8-lloci NAIL�

AS SHOWN EACH SIDE:

STUD

Z- 2. x G FLS.

8 SB·_ 4 -[555-Z

z�s 5Y, z..")(. 114 x 3 11

W/2.-1/z"q>TI.JRU BOLTS--1-ill±l-+l'-1H+,1H+-h-

� FASCIA

85B-455B-4- I'/�'= l'·o" 851'.>-2855-4

1/B c�x . ' -· '=>/5 PLY,IALD TE.X TURD 3-ti((, COLUMN PLY D. SIDING W/VERTICAL

'3"�

Rl5S STAINED

CMU GU1E.RAL !\!OTES (CONT)

::.) 6R.IDGING TO JOIS1, TOE.NA! LEA. Ef'.ID 2.•l�d dAMB J.)f0P PLAff 10 SfUD

END NAIL. Z-IGd

�-l STUD 10 SOLE Plt..--r!::, "fOEN/\1 L Et:' 3-IGd

f) DOUBLE WP PLAiS 01

:iOLE. PLA'f!::, fAff NA.IL l1Dd@8 11 g.l DOUBLE STUDS FA.Cl:: Nt\lL 1 !Gde8 11

14, 50ffl1 PLYWOOD Si-IP.LL BE 3/B 11 -:i03 SIDING IZOUGH

':YAWN 1EY.1URE APA.

/-CAULl<\NG, 15, UNLE:½ 'YfHER\l'/1:,E:- NOH::D PROVIDE:. NU15 t WJ>..4/J,f_f.;, / FLASH\N,S 0� b.LL A!JGI-\OR_ ?,OL:T'-,, 'l-2 xG PLS. i' Ir--------· ·- ·- - -------·-·-----.-- 1 1 :. II. ll _

11 I II

IG. ALL 0 11 � e'1 CMU WALL-� 51-\ALL USE GRA-DE N BLOCK';) W/f'! inz. 1350psi � EITI-IE:R. T'YPE. M-l 0fZ

5-1 MORTAR.

1"x.9Y2'

FASCIA

1Yi',_ 21/i'

TRIM BO.

'Z.11 TYPI CAL FOR. AL.

1/'1.1 ANCHOR BOL1S

AL FOR ALL

NCHOR BOl-1'':>

TS@ 4'-0"o.c. MA'1-.

EE E.LE.VATIOt-.JS

� EAVE

85B·4 Scale:

,1_011 e;:•.M.u.--

2 x. B 1ST

8LocnI1G

CUT z·'x 5" PLs a E.Y. 1E/\J D

8SB·l8

--�U\_2.

858 ·2. fs::;B-4

3- 2 lC. 10

85B-4 8SB·4

2xB

,JOIST

N6fe.:

SOFFlr NOT S1-1or,..JIJ l P L A 1'J E AV E O U T LO O 1-<- E R 855·2 8SB-4 Sc.::ile·. 1 112_"= l'-o"

GE 1-..l E f<.AL �,Jo, L ·:� (CON� Fi� Of/-, 3 '.:- b- \;

10. PROV\DE. L- B/\P5 e CORtJER:', 4 11,1TH-:iEC.T\::JN5_CF ALL bOl'-l f) BMS.

24'Ll4'1 r_:_QuP.,L '"! SIZE: AhlD 1"-1 1J/.<\ff.,'Z. TO '::>r1\Al-L-EP� Size-� i-!Utt .. cEr .. l<-.',·'t-.:"".

UP TO M1-\X. Of 2- BAR,S. PLACE BARS mi OU1C;ii DE- f/l,C,E Of CO?i<Erz�,.

11. c.,J. ME:ANS ccn1s-ri<: 1Jc,·not.' -J,.!'N:

12. AI.L ,FROPRI !:.TAf<','( IH.MS Al<.f. ;,...s NOTED OR. t>SPJ<'-.0\/E D e(?U f'..L-.

13. NAIL11--tG OF ALL Fk/'IMING 1/'.EfM�-=RS, UNLESS SHOWH 01HfRW15E 51-lALL r,r

AS F-OLLOWS:

.1.l BUILT-UP BEAMS� COLUMl'-1 MEMBE.RS TOGE1HE.f<.. '.�-IGd e 1'1.11 0.l, Sc. a I e

1, CAP

t='LASI-IING

1_-5 ,_ 2_1: I-. /411,_ 311 TOP OF C/vl'J .. NALL

- � t 8 ---�-,�-crnT.ER 'l x 10

OF 3 IN BF.AM

Z..-2. x G PL'J

Ctv1U

Scale'. 85B.

q:?s

5.4

SILL

i7, ALL ROOF DECt'ING �INTERIOR.WALL CO'✓E.IZING 51-jALL BE C DX ( EXffl'ZIOR GLU!:) /- PA PLYWOOD 18, TOP OF :,LAE> f:.L-,i\8G:,, '30 �0 1 -0 11 o/c3° PLYWD

- -�"=-�,;;:_-��=�!f.z"x -¾,_'' TRIM

0/bCDX-PLYl�l l %"PL'/IAIDTEXTLJ:RE.D fMATCl-l APPEARANCE WITH

� � SIDING W)VERTICAL PLYWOOD SCRE:EN WALLS@

RIBS STATNED Bl.DG. ENrRANCES sa. C1NG.�:::E- I

4-�5 CONT. I PER I t-A ET ER r.r:�r!--ci�,...,-- OF BLDG. --�:w"'·fi'l FL,l\SI-IING

BOND B E..A M ---7'. lt,_11 ¢> ,t..NCHOR BOUS - SEE: 'jt:Cf\O N 13 THIS 5Hfff f,:;,rz LOCA-1"\Ot---\.

� COLUM�-l .856-485

B"CMU

�'\ EAVE

CUT FROM 2"x 10" BLOC!.£, I NG 856-485B-4 Sc. cl I

ELEVATION

TOE-t,JAIL TO JOISTS 4 PL-ATE iAl/2-IGd NAILS \:.JACH )_OCATIOl\.l

SIN\P50N

ST 2122. S Tf<A P Tl£ 1"1/IG-IGd f\JAIL'S fJ,-/

-.....___�2 x4 B/ICl',11\JG t--.JAILE./Z.-

SPLLCE. DE.TA.IL

SECTION

� FASCIA

8SB·l5SB·4 · . Sc ;;i I e: - 11/z" :' O' b.) PLYWOOD NAILING:

ROOF DECK! i'\G: 8d NAILS � i:t/'o,c. ALONG SUPPOR1ED PANE\.. EDGES AND OVER f:';(TE.R\OP-. WALLS�@ l'i:.11 0.C. TO C>rl-H:IZ RP\FTERS END WALL� Or BL,DG. /SEE. :ic:.CT\ON I ABOVE.): ad NAIL.Se G 11 0,G.ALONG PANEL EDGES � !? 12 11 0.c. -ro 0TH E \<.. s-ruos, CENTER cEARll'1G WAL\..: 8d l\lA!L"> �r,:. 11 0.c.-ro-roP � BorfoM PLA-n:'':) l?,O.C.

E.LSE.WI-\ERE.

, I

ELStWHERe: 8d HI\\L5@ 1-:. 11 �.C, TC Al-L, PLA·n�::i SfUD5, JOl5'fS � P.AFTER.5, (CONT"fHlSSHffT) · '

J..:-e:.:.JH½+--F.

-P.,_C_E._B I< IC�

SECTION

11;4 IN CONCRETE FILL!:.D VOIC'S. L0CA1fD NJ 'SHOWN I� ELl:VAT!ONS ON SHEE.f A4. LAP t<,, 11 W/DOWE.L'7 O1ENDl,NG FROM FND�I. -ro EU:VA"fl0N -\-l'-4 11 e BOH OM � fl ELD BfN D LON 6. e', roP iO fOR,M qo O sfD. 1-}ooK IN e,o ND 5tAM.

SET DWG.BSB--'\-

SYM.

Owg. No. SI

CORPS OF ENGINEERS,

KANSAS CITY DISTRICT

DESCRIPTION

REVISIONS

REPUBILCAN RIVER, KANSAS

MILFORD LAKE

PUBLIC USE AREA DEVELOPMENT

CURTIS CREEK AREA

SHOWER BUILDING

STRUCTURAL DETAILS

R�;�

CHIEF, DESIGN BRANCH

CHECKED BY:

R.L.M.

DATE APP'D,

Scale: as shown

U.S. ARMY

JULY 1980

B-1-2086

3- 2 .x. \0

Sl/i\P:,ON 01 2.2.15 flE: S,RAP

EACH SIDE:

-T1T ____ - --IT __.. I

: : I�-�-�--------------�-----_--1_

1_

I

7r

I I Ii I I I I I I I I I 11 I I I f!:I J':' \VAU..... DE:.'f'AIL-S

N01 C,,HO\YN --------

I I Ill i : : I I 1tl I 11 I I

I 1· I I I I 11

1 I I I

I I 1 1 I I I P\V' p .Jt I I I I I I I I I I I 3- 2 ><4 I 11 I I I I Cy'fLJ!7S I I I 1 1

I 1, I 11 I I I I I I l

1 11 -I ,JI

1 11 -ltll

� 1 1 I 1 .

0 1:1:1 I ____ .1...I __ -,· 1 -1' · -

L

I 2.-Zx4 111 11 I s-ru 00 � I 1· I I I 11

I I 11 I I I 11 I I I I �'\ I ll Ii+ I 8'5B01356-3 11 I I I I I I I I I i i/2. 11 PLY\VOOl.7 I I I I I I I I I I f-'- -- ------ 1 I

__ l_ ___ jJ

LJ 3 11 x 2.4'11-'1-'LOGA.

GAi.V. :'TEE� G;HEf:1 "-TI.Y '!if" 'U '<l•.'lf. fp..1·-\VI':-

� CE�TE F?. 'W'Al-L

BS�B-3 EL E \J A TIO�

,:u-r FR.al/\ '.;,._10 B>L0-'.:KilJ6 i,?E'..-NA11.

-ro t.!01�1� \V/·L-lu·d NAIi.'? v .... ENl7

3- 2. )'-10

--T::

I ..

I I

�---------1 ll I I:: I

51/AP?ON ?I '2Zl5 fie

STR/1P EACH SIDE:

I I I l I I I 1

... J ..... j---3-2x4

I I I I ";,1UD�

Sl/(\fS0N H5i2 TIE STR�f' \Y/G-�e' <P BOLfS

,\- 1/{ )( 4 1;,/'. 1. 1/t1 6ALV.

51'EEL Pl.AH. EAC..:-"

E\-sJ? OF JO l'?'fS

1 11 xi2.fl

2,b6A. 6A1,, !:>11'.€.L-�1RAf' ,\V/10·8d, NAIL? t.M:H R)...Ff'� (-r·{P.} I

S!//P501J H 2.5

----E.fJD VAL.l.. t7t:':-1AIL':?

t--1017HOVN

T1f:c, OR MPR.OVE:0 E:QUAL ONf Pt::R JCl?f (f(f'.)

' -1r,,d f.--1,'\! [...')

·+0 1 -0 11

,.4 lfJ COfJG. FIL..L..E'D VOIDS. L.OlA11:1?

A";) ��01vN OIJ sec. 1, sHE�T BSB·'l.

L..AP IV/FNDN. DO\YEL''S 1(, 11 e !,Off.

� F'iUD BE:IJO l..ON(,. I!: 10P 1'0 f0R//\ 90 t 'SfD. HOOK IN BOND BE;A/1--. -------------1�-.L.:.c..<l�

1/2. PL'f\V[7 CNeR CHA::it W 01 �HOW t..J,--,!ctt--1----1____

II

I ·-., o'�o 11

��--�--;,L------'=;=,=='-c--+-----,----,;:--:--:-:--:---:-::-:-;;t U�======.n.�__:__---,---:.-¥--�---:""--:--7"=:::::=:::,c::::::::;::c;).� 85B�B-3

'. •• �-., t

-�+----'-:jl,4@12, ---'--��.:::=±S/ C.. c..i.

r:.}: i./-�{:j I l'-0 11

• I

_:4"4DO'VEL'? TO ·tl'-41 fa LA.P 'w'l1H VER.1'.

MR.0 IN O/'-.IJ �AL.I..� 1O-r,,. 1-7. 11 i,t-rve:W @ 12 11 C.fF(_ //\A.-;...

t..Jon:.:

10f' OF" �LA� ��PE. IN ::$HOVI!:�

1-JOf SHO�"-J.

� 1Jv� �HAl.L Bf:':

PO'?IT!ONE:.1/

ove:R. ._101<;,f,, u--��-- Y2.1 Pl. Y'\VOOD

1 1-0 11 1 1 ·0 11

{4\ SECTIOtJ Bse7a5B-3

Si/MSON H'l..5 Tlc5 OR.

APPWVED EQUAL i\VO f'EK JOIH cr-<r.)

·--:=a+----lt-4 IN f.ONt'.:Rf::'ff: PUfD \/.'iD,J, 1'-0 11

!.OlA-rE: />0 '.:>I-IO�I\J ON Si::L.. I :-.\-fff.:t B5B-2. t.AP W/ftJDtJ DO\Vf:L<:;

lrc 11 e B0H, � Pi£LD BEi-JD A1 tOP 10 FOR/A 90 ° '?TD. H--:JOr'. ll_i BOIID BEAi/\

-----�-¾4 DO'VEl..0 f0 �l'-4 11 TO IAP ·,J/'/�Rf. B-AI<;;, IIJ •::./1\U \VALl.?.

cio� 'IP. '-'OOK. HJ ·n-1 I C.1<.E:"-IE:D ,..�1..Ae e e,o,-r

//\ E:- C.. H f>--.N I c..AL R.00/1'\

1. x 4 .A1T A.lH ro JO\-,f:;, Af>OYE

LA'.JNDRY

R.OOIA

@ 2.411 /AA� ,.------t

3-1/� {:WJC.HOR

BOL..--f5 B 1/4 pt�.

St:1 DWG. S.'.JB ·S

. SYM.

Dwg. No. S2

CORPS OF' ENGINEERS

KANSAS CITY DISTRICT

DESCRIPTION

REVISIONS

REPUBILCAN RIVER, KANSAS

MILFORD LAKE

PUBLIC USE AREA DEVELOPMENT

CURTIS CREEK AREA

SHOWER BUILDING

STRUCTURAL DETAILS

· · n,.,_ "xA Recommend�_'_� �� 1 . _!J,J - _:azq,.=""""�--�-CfEF,G[NERAt SlltVCTURAL SE� CHIEF, DESIGN BRANCH

DESIGNED BY: CRAWN BY: CHECKED BY:

R. C. D. E.V.S. R.L.M.

DATE APP'D.

Scale: as shown

B-1-2087