Att_3_Azotea_Existing_Drawings.pdf

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

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• 10 15

SC ALE Of l'l:..ET

53'- 10J" --· --

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

38 -10,,. -·-

Top '! face--

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

R11nl"orc.e OS �hown Re,nf'orce as.

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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'

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2 3

I I I SCALE Of FEET

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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

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

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'rop face

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

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(52)J� (�2)KL>

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HALF PLAN - STA. 1702 + 75

I O 5 10

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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

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

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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

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

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",4 A

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10" Fillets

12"

SECTION C-C

SECTION A-A-STA. 1702+75

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SCALE OF FEET

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SCALE OF FEET

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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...--------��)

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S!CTION A·A

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LONGITUO/,VAL

SECTION B·B

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