Att_3_Azotea_Existing_Drawings_Revised_0003.pdf

FORM 7-l289

(JULY '62)

l

75'00

STATIOlV5 --- f417f/)O

SJ' �

,_ I "-I i: I;:;

""t:l· .. '<l . "' 'cl

" ';J�

• i::::

� Q

1418+00.

10 o ;o ;o JO ,io

Lw.,.,iu,L..���-��---.J

GENERAL PLAN

CJ. SO TOD

.SCALE tJFFEET

1421+00

F)ROFILE.'

14?-3+00

Or/,;111a/ -7rou.rld cvrf'c:rce \ i_

/()" 0 "An1' · ,:.,,.,II I ' ._.., ,;)/,<.-< , I r< Flurn6· ,2nd -- -"1 Ba /fled Dro,c; I t-/. ?_r, s J • • !,-.. / 6 ,() ._.,.; ,.A-_::

{_'uf o.J?d cover.

shape s/701v17.

• • .- f � i

I.

✓-l//lercepl/,7q draJ17 d/lc/;

r Clo d/r&cfed

·I I

I

(;- Rerers to elevat/011J 011d di.71e175/or;s ror /0'-7" D/a. Horseshoe tuor;e/, C?,·1 R&/ers to e/evof/:;;,7S ctl7d dh71er;•.s-/or,•cf for /0'·-//

Dia, Circular fui111e/, 5lafio1'/S a11d e/epc;//0;1,5 re/'er lo ;;7Y6r/1 V/7/lfJC of/?erw/se ahon-?1.

@ ALWAYS TlllnK SAfETV

UNIT£0 STATES

DEPARTMENT OF THE INTERIOR

BUREAU OF RECLAMATION

.SAN ✓VAN-CHAMA Pli,:I./ECT,COJ.01,A£!0·1✓£M/ l'-1£ IC,?

AZOTEA TUI//V£L

OUTLEr AREA

6EN£l1,AL PLA!v ,�tvD f"A'Of-lLE

DEN//ER, COJ.ORADO, 465-D-84

II --:r 21 X. 36

I t

S!CTION A·A

C

-18,?.:J /

LONGITUO/,VAL

SECTION B·B

UJ

n i ·-\, -.

:...L £� i I lI , I I '

I , I

DCTA/1.. C

Ol"A.b..,-e:, 6'(1 : .,c,;;•· i""7

Lil ' I I I

UJ

7LL

<t...;,:., ��!Cw.<�""'"""

·-•:+ ... i ' ... ,.

I

F f

I ..... l � r,d�/2" I , r"S6Jt2-' '

,'�I ,, Lr I }\ \

I

! soml' os ad_J<1c#nf floor 5lo61 "1 · l .

J i -f L.-..J.....J i __ ......, �· t

.HALF

• 10 15

SC ALE Of l'l:..ET

53'- 10J" --· --

,_ ___ 7-6 --i---- 7-6 --- .. ..,_

38 -10,,. -·-

Top '! face--

" Ii

J " 'I-

'/J

II

___ ZB� 10J"---- -- -------------�--10�0"

R11nl"orc.e OS �hown Re,nf'orce as.

I t.

1.--+�o"• I� 12:o"-----�----14�3" I · �111-4- &lh l'oc,s-,.-- ;------, I

£,r :t � �7t �c *

-: .., 4 NHr ii;:� I

J

--"'.5@6" f"rom

/NI� WQ//

"' - Bo/tom /'ace rSta. l5G.S+53,9D

--� j rtt+&fh f'ac11s

'if@/<'�,.,� ,, __ · , FFFFm -+r H -� -.J ¾.;2,. - �+-E-r-l:-E -

SECTIOND-D

i-----D ___ 14'-1;.!." 2.

SECTION B-B

I 0 5

SCALE OF FEET

li¼1nlort:et1� Reinforce cs !

sho"{n 1n 5« cl·J .shown 1n Sec K-K:

. ' 1n S#cltons L·L I M·M .shown tn 5ec N-N l8"r1prqp ont/'gro111/ /Jedt:kn9 on chonn,I s101Ps lo $la. 1565.; 75 --, --For f'ac, J I

SECTION F-.C- 5£CT/ON G-G

I 4-6--i

SECTION H-H

DETAIL A

SECTION A-A , - El. 7.f.2111.49 t i'-..#,. J .. I (:)

I/, ' . [;j 1 -- -3 3'_; ,,·�------------7'

I I I

2 3

I I I SCALE Of FEET

4-j

I

EXISTING INSTALLATION

SECTION C-C

REFERENCE DRAWINGS

TYPICAL SECTIONS ______ _ 4-GS-500 -29

PLAN AND PROP!L£, _______ 46S-S28-70.S

TYPICAL EARTHWORK ______ 465- .500 - 32

NOT£S

5/rvclvr, k; b, placed on und1.slvrbed eorlh or fhorovghly compoclecl bockf't//.

Chomnr all expo-sed rd91'$;f; un/es� ofherw,s,;, shown, Unless olherw,s, s//own, place re,n -lorce1nent so lliof the clear d1sronc1P 1Jelween /"oce ol' concrefe and neoresl 1"?1n/ori:-i?menl 1s I,/ .. /or •5 bar., o.nel .S,71(7//er:,, , and 2 l'or 16 bars ond lor.9,r; excep� ;:,rov1dt?

a clear chs/ance from. t'bct11 of'concrele placed a901nsfer1rlh of' Z" ""here .slab lhKKne:ss 1s 9"or ..e.u,; t1nt:f r'NJl,1re slub rh1ckm-ss 1sgreol,;,rfhon 9:'

Lop al'- bor.s Z4 dlomekr.s al .sp/1ce.s, vnl,ss olherw1;� , 4Mwn.

Cor,-cn,I,, d,s1911 bosrd on Cl compn,ss,ve slre.11.9/h o( .YOOO l.b� p,,r s9. 1a.

For .5ecf1011s cJ-t/ fhrovgh R- R and typ1col upsfrl!on1 channel secf1on .see Draw11ig No 46�-S00-29.

ALWAYS TIUOK $AfETV

UNITED STA'TES

DEPARTMENT OF THE INTERIOR

BUREAU OF RECLAMATION

SAN JUAN-CHAMA PROJECT - COLORADO

AZOTEA - WILLOW CREEK CHAN

AZOTEA CR K

CONCRETE DROF!. TA. 1565+00

PLAN, SECT'l�ffJS AND DETA /LS

OlfAWl>l.�-.C.-f'·_ - •••• -•· ••. SIJBMITT'ED. ---'it�'tlll'<#i-- -- -- --- - -- - - - - - - ____ .;. _________ RECOMMEND ------·-;,.r------

'l!D� ••. __ .-�.APPROVED-

AMARIL,t...Q_, "tEXAS, APRIL 2�, ,1967 SH. I o, II, SH,- 465- 500 - 28

*GPO B4&.(11117

I

·l 1 8''Norma1·

Extend /angifudmal bars bond distance into vertic a l wall.

' - -: � 11 4 a I 12"

1�,,o;;.,- · # 5 at 12"

SECTION J-J

If_

71d'l..-l '

C)

1-�-

#4 at 12 "-

#5 at 6" End allernate bars at 4'-9"from face of chute wall r ·J # 5 at 12"

. 1 #6at12"

- E' <:j

�:i E'"- �

• C\J

- 5 at 12, -.i

,.. -�·a+--� �---.,,,,__ I .,._ __ ____.._______ ..._ ...._

#6 at 12"/ -�-· e'-o"�-�

SECTION M-M

#5 at 12 " both ways·- 10" Fillet t• t.

I

SECTION R-R

, #Sat 6" End alternate b ars 4'- 9" from face of wall

#5 at 6" End al t ernate bars at half wall height.

Extend /angitudlnal bars bond distance in to vertical walls ..

l_ -- 9'-6"--- -

.!JE. 10" F1/!et.

l rB"Normar

; ·. __ #40112" . i

�-ffl'j ; J� -r

SECT/ON K- K

1(1 !j

__ -#5at12'; 6'- 6" long ·-..,#4 al 12" _.#5 at 12"

#6 at 12" l..

#4 at 12': c:, IY)

# I/ ', \ \

6atI2 ·. #50112" ! 1 ---a'-o"-- - - . ...j

E' l..

C\J

SECTION N-N

Sy,n 71efr;c al about f.

14'- 3 II

I • · 18" R1prap

)6" Gravel b edding

TYPICAL CHANNEL SECTION

STA. /!S64+!SO TO STA. 1565+00

#5 12"' at _, Jj_J_

_ #4 at/2" , #6 at 12" a'-o" j

',-, 11

SECTION L-L

·-Near face

SECTION

2/

:r .-Embankment- I

- - I

EXISTING INSTALLATION

rs at 12"

·IO"Fll let

C

J

#5 at 12"-i

. _-.· #5 Edge bars both faces Far face

P- P

REFERENCE DRAWING

PLAN and GENERAL NOTES---------465-500-28

I 0 5 10

SCA LE OF FEET

ALWAYS n11nK SAfETV

UNIT�D STATES

DEPARTMENT OF THE INTERIOR

BUREAU O F RCCLAMATION

SAN JUAN-CHAMA PROJECT - COLORADO

AZOTEA - WILLOW CREEK CHAN

AZOTEA CR K

CONCRETE DROF!. TA. 1565+00

SECTI ONS

_______ SUBMITTED-�=��·�

T"AC --·�-_!� _______ RECOMMEND o:D.. ¾,,..._'½+_,_ __ / ________ _

1-fE.Cl<EO-&� ---- - - APPROVE0 _a

AMAEIILLO, TEXAS. -APRIL 25. 1967

SH. 2 OF 2 SH. 465- 500- 29

GPO 834580

-� I

I I I

I

I I I I

I I I I I I I

I I I I I I

I

I

I I

Thickness of sloped slob scme os adjacent floor slab------==------,-w Sta. 1702 + 75

I I I I t\l

'I' I

'rop face

IL

1 Symmetrical about ti---..-'--+-i,----..:.-- ---------�---------½+-�-----

J .r

(52)J� (�2)KL>

.r

HALF PLAN - STA. 1702 + 75

I O 5 10

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

SCALE OF FEET

l----

' o" I 12'-o"--------------- 2e'-o"

I - __ ' • "#4 Both faces

SECTION D-D

"'4@12 � •4, '1 'I\ _:

D

4 Near fa:-, •4 Both faces

(52)l� (52)M�

G

SECTION F-F

I

I I

I

I I I I I I I I I I I I I I I I

I I I I I I I

I I I I I I I I I I I I I

I f.--4----------------�----------57'-t//2''--------------------------------<-, 1-1-------- --20'-o"-----------i i----- 10'-o'''-' ----<�---�10'-o"·--- ---------------- 27!...1v2'' ------------------10'-o" ----

I

I I

I I

Reinforce as shown Reinforce as shown Reinforce as shown in Sec. H-H in Ssc. J-J in Sec. K-K a L-L

' El. 7369.75

•4 a 12"6" Fillet

S=O.O

I

I t I / I ' l � t I ,;-)I 0) I ,, I 1(- 1 I

I / I /

I I

V i-----------20'-o"---- ______ ....,_ 4'-0\/'

1\

,6

",4 A

.r

10" Fillets

12"

SECTION C-C

SECTION A-A-STA. 1702+75

I 0 l,1,I I I I I I

SCALE OF FEET

I

I 0 I, I, I I I I I I I I

SCALE OF FEET

I I I

1------------- 51'-!Ve" -- --------�-!

Channel El. 7282.96

------20'-o·---� i------""-- 27-llitl"---

NOTE, For details -reinforcing and dimensions not shown on this section refer to section A-A.

CONCRETE DROP STRUCTURE - STA. 183l+l7

IO S 10 IS 20

I ii I I I I I I I ! I I I I I I I I I I tJ

SCALE OF FEET

18" Riprop on 6" grovel beddi

Reinforce as shown in Sec. M-M

18" riprap on 6" gravel bedding against chute walls

5 a 12" -tt5 From

18" riprap on 6" gravel bedding on Channel sides

J, -z:::;n::::r:V" ·- ---c;f 'r�� - . -"1...,---, "'-CK-.

Extend top "5 bar along edge

"4 a 12"

NOTES

�11; de•ails ,:,nd dimensions shown on the HALF Pl.AN shall be used on the drop structure located a t Sta. 1831+/7 eJ1cepf the overall length which shall be reduced by 6�0" thereby eliminating one raw of baffle blocks Chamfer all exposed edges 3/4" unless otherwise shown.

REFERENCE DRAWINGS

Reinfo•cement Details - 40-0-7004 Typical Sections --- 465-500-42

2-17-'69 Correcled position of secfion inrJicofors-J-K-L on Holf Pion Amo. T.V.J e-11-69 Correcfed dimension in Defoil A frcm 3-0 to 2-3 Amo. T.V.J.

n ALWAYS TIUnK SA{ CTV

UNITED STATES

DEPAFlTMENT OF THE INTERIOR

BUREAU OF RECLAMATION

SAN JUAN-CHAI/IA PROJECT- COLORADO - NEW MEXICO

WILLOW CREEK CHANNELIZATION

WILLOW CREEK

CONCRETE DROP STRUCTURES

STA. 1702 +75 AND STA. 1831+/7

PLAN SECTIONS AND DETAILS

SECTION G-G

i,:, DETAIL A

� - -- � :...t_ - --;. ·-• _-: -i' - - I O 5 10 0 2 3 4 � TRACED Tl(,J_, � -l ,_,._, ------ 1� _ __j _ __J _ _L___] ....._......_.,__ _ _,__ __ ...L., _ _,__-'-_ _J

CHEC,K E O -,,11.

DRAWr,_J_.(,.C. __ _ u

SECTION E-E

SCALE OF FEET SCALE OF FEET

A .. llll.LO,TIXAS ,•Ulflu,,... 465-500-51 �L-------------------------------------------------------:--------------------------------------------------------------JL.... ____ ...;1SH::::IL:l;,,:,T�/Ol':::;..:ll:,_ ___ .....1i...--------��)

-t·-

7-1289-A (Julv '62) a, r- N u

_I

#5 al 6" [.0d alternate bars or 4'-9'from face of chute wall-

8,, Normal

_ff4ati2" ()'

Extend longitudinal bars bond distance into vertical wall.

,v-�·-#5 at/2" <!;� n

� 0 � ti fJ ' ' it< ii-◄

I•

I ' Ir ;

#5

,c/ , "'i 5 at 12, "'-.;:..,:,;N' _#4ati2"-- >- ·,,",.., �i��:.�t�"����."°�'J)�_�=r\=\i?a����� �

SECTION H·H

t a:

Extend longitudinal bars bond distance into vertical walls-_

# ,- t

I -- II

oa ' .

E 0 '-- �

• C\J "') - # 5 at 12, ----- -- :1'-6"·-" t:

.� 10" Fillet, SECTION J-J

If I '

,1 Cl I

IC)

# 5 12"' a T -< f.

f---- Io"

,#4att2" ,·· #6 at 12"

#6 at 12, 4 . �

E t.

C) :c:

E:

a

C\J #4 at /2�-

SECTION K-K

- - . - .. - �1-

'f.5 at 12" c:, r-'-�-L--il-:"-t-1'·#5 ot:2" ,;-

# II'; /

5atl2 ✓ #5 Ed b th f JiJ.

· Near face Far face• -

SECTION N-N

. . ge ors bo aces

SECTION L-L SECTION M-M

#5 ,t !2" bafti w,JyS tC , F,t/el, I

� 6.

? #5 at 6" End alternate bars 4'- 9" from fric e of wail

# ,, . · 5 at 6 End alternate bars at /'lalf wall height.

,,, Original ground

Backfill-

18" Riprap on 6" bedding - - __

I

10' Min.

·. -- - - PaylirnJ forCompacted backfill tik::::!l!Z:::C::i��r-::::::a:::::::::::;;!lll:l� - bo k"' i2"...i, 1-o-· •� i--,2." ", compacted c r111

" - - -- _ - >Poytine for TYPICAL EARTHWORK SECTION structure e11.cavation

CONCRETE OlfOP r.HUTE filO SCALE

10' �24"

REFERENCE ORA WING

PLAN and GENERAL NOTES--------465- 500-5/

I Q 5 10 sc ... LE OF •EET

:5

/6

#4 Edge bars,',' �

Poyfi; ,e tor backfill IUINIYS nonK SAfETV

V"'ITED STATES

SECTION P-P

Backfill - - -

Compacted backfill-'

TYPICAL EARTHWORK SECTION

CONCRETE DROP INLET

NO SCALE

DEPA ttTME"'T 01' THE l"'TER IOR

8V"EAV 01' "EGL.AMAT/0"'

SAN JUAN-CHAMA PROJECT - COLORADO-NEW MEXICO

W/Ll.UtN CREEK CHANNELIZATION

WILLOW CREEK

CONCRETE DROP STRUCTURES

STA. 1702+75 AND STA. 1831+17

TYPICAL SECTIONS

OtfliWN2'·c_f :... __ _ •• _ SI.J.lt,IITT£D ___ _

T"ACED_£?.·! ·!:.... _ _ _ .. _ "£COMMrNDe'O --.:.-- f-.h'Jlr=>L-=<:,"-- __ -· ____ _

CHECKE01�µ ______ .. ,.,. .. OVICDU .aµ..,-c,;!,-".'.'._'�--=---�-- � �n- :;.(L,-----------------------------------�--------------------------------------------------------"-------'-HE_E_

T20"2 465-500-52 r

21129 r