REP29803

• Permit No: C1981071
• IBM Index Class Name: Report
• Doc Date: 7/14/1981
• Doc Name: STRUCTURE DETAILS SHEET 6 OF 7
• Media Type: M
• Archive: No

l
61 x 4' x 4' o -30 - -� B 3d4 rl 12 30
d.
a 7' x 6' x 4' J
0l i T7 10� V
� _s -
a ' N _ (a 5' 3 Cal IB ! I
. 55=10C ARMCO W - - -- - 4 Cln 12 3 C� 15 uj
- - v ° T-T 1 0.. 10'1 - -_.._. __7_. - - - 10 ! 6 -#t SLUICE GATE VALVE Q l� - - - -- 10" 10 I
OR EQUAL M _ .= v. _ e't
• —6'_ 101 4 2 v i sda
v 5 a 6 � I #4 Cap 12
1 OIL SEALED Cal 6'
j ji
a -i- ��- -- - -CL VALVE STEM - - _.._ rD 5,. #3 4 15
0
D
I qp 36" RCP z
Cal 19 . 6' WATER STOP4Rp 12'
48" RCP (T&G CL-3 -!
_ _ _ t
o FC1I (R 4) (GL Y) ° , '#4 ra 12" Q o '#4 a 12" I
. / T 10' � _ f 1
1 4 E Ea.J
�, . ° a _ B - -- PLAN _VIEW
j END VIEW T =10"
_ ,
--
10_� _ __- _- 6'x 4'x 4' BOX ♦ ti
• + 7'x6'x4' BOX
I rr
211 I CL �• n d
"4' (5 -- 1 1a, 15
11
1
-L - 5
• ° 8.1
10' 3' -011 3!- 0" 101
(
I 10 - -- 6 - -- 10
f I _ ' 1 �4(c� 12 "
it r�yn'�
26141 70' 310 #5 (o) 6' #5 Cal 12" .3 Q
BOTH WAYS
� „ A
END OF 36 RCP #3018' 2��2
PLAN VIEWS 12 ' t
— I I
1 "= 21 -011 2L�J2 -- -#4 a 1211
8 1 vJ
P
j�pE GZl I SEER FEND VIEW o SECTION V - V -
TRASH
6 Z( ASH RACK AND i
1 OCR ANTIVORTEX DEVICE, STEEL REINFORCING IN !
SEE _DETAIL FOR TOP4 F._ - 380 \ i
OVERFLOW % EL. = 38.5 SECTION B -B BOX SECTIONS
\ ANCHOR BOLT AS - N T S
STEM SPECIFIED BY 611 fi' r -I/4' R. W/ 5's HOLES
MAUFACTURER
EL_ 38 0
i 6_ -: \ '
• _ — L�
mcro ° m Z .-� 6 ROWS OF 5 "pf HOLES EL =375 - -� 5" !dr HOLE 1/ / 55 UG�GpC� a.
(ca 1811 = 7.5' A.S.A. B 16.1 G '. I O_
48" RCP - - I -- - --
5" .o_ 125 PSI DRILLING • . - J - � �+
_N SONOTUBE I ` ' 1" KENT SEAL \ I J
v s.. Q Z
_ I
EL.= 30.0 - ( W w
. TRASH —RACK AND — �— ) r
Z 4.
z "5 v ANTIVORTEX DEVICE 12 R -5) NZ
1 911 -c�;Z
" 4(CL
- - - -- _ )
N . T S - 71.57 ° N F- •J r n n < l
'• • '. 1, LL Q.
12 x3/8' I.D. I� - .--+- r r-r-
SEAL
STEM_ BRACING_ DETAIL �L-" I KFNT ALL EXPOSED METAL I''
__-
1 2'_0 = . TO BE COVERED W/ VR_3 I ° g; r
Y
TRASH RACK
I 2"x 3/8" P, 0 6" O.C. J #5 Yql 12" SPACING X 81 BELL WALL
EL. =22.03 REBAR u 4811 T & G DETAIL FITTING SPECIAL i
- -- _ - A..
FORM TO ACCEPT( SEE DETAIL) a i t•a� k
oIL SEALEd 48" T a G W SLUICEGATE VALVE _- DETAI_L I
IL
Ir
': _•,. . '; STEM EL =20.7 - -- - -- - -- -- _-
'' 3611 -R- 1' =2'-0'
FL 720_0 4 BELL
,WALL FITTING
= SF DETAIL i r -1 I
-_ ..� ♦ 2 SLOT FOR �-
I/ STEM OPN. 12" R-4 I • .. : °'. t+ -. °
I `_ .' °, _ / BELL WALL
FITTING I I t A
1211 RCP - - } - }-- -- --
• (CL -5) R -4 , I — - --- , - - -- -- (L 36" RCP GENERAL NOTES I
- INV. =•170
n_s7
Ni IC' 2 f.fx_/F'FL W / 0 S =.00I _
- - REF AR ;MBEDDE o r--- -r
INV. 16.
-- INTO CONIC. WALL -
I • .. EL- 16.0 r ,. - • -.: '
u .. _ .• p 1 p - -. 1 11 _ 1• .a -,n ti ,l ll v -,' T SHALL jy "'Al
1 /
_ - L�
10 • 10 3 0 3 -0 10" 201 4- CUT OFF I SLUICE GAT: L is ..r i C'JN rriF �.V F `. FIAI F l 1 l M1 OC 0 LAN_`ED
BACK AS MANU ACTUcED B'y ARVC. T7 FE iF,_J.. Iti TO INSURE
' COLLARS � 201 =601 PROPER F[T. -HE RLiING STEP1 SHALL 4h "+, c /<' i,A^. ER STA. SS :;T .ti IH�THE PRO- I
�01: 10' L 2 10
f PFP E XTE`�5;0' T ! ACCOMMODATE. THE LENGTH REQU,R� T +,; Htr;D IJHFFL SHALL BE H.3. -24 SERIES.
_ 70' 310' _
_ G ` .1 -� f T -.. I\ 1 T,f l' ='.1 f-I.i Ill. r ^,lA�rl I.r(` T♦� r�P+ Ii1. rl_I'�` ll'1 �17 •. ANT) 1 \DT1 -
END OF 36 RCP �. _ z•. -- - _ --- n� - - -- ---
TIONAL CORROSION PROTECTION PAINT (VR -3) ` CATF `
TALLLi)
SECTION A — A AND ADJUSTED. ALA
_ APPLIED AFTER TH. � 1 � DEE •
2 O \ 2. REINFORCED CONCRETE PIPE: THE 3611 R.C.P. SHAL 2r MANUFACTURED .,ITH CONCRETE AND RJBTER
2 6 x6 JOIN.. THC PI. E SHALL BE DESIGNED ON THE BA "i TH,T IT WILL BE INSTALLED UNDER EMBANK "'.NT
aqr - -- - -- - --
T P c C ^ < .
I � -24 -24 `_)' CONDITION, CLASS C AS DESIGNATED IN THE COP, �E PI'F DESIGN MANUAL 'SHAPED SU3GR /,DE' . THE ��ml �I ��
WALL THICKNESS OF THE BARREL SHALL BE A M;N\' !? OF 7" IN .K "_ "S AND ;HALL FC ES: 'QED TO 5 £aatl
2- x4 -6' CARRY A MAXIMUM OF 65' OF OVERBURDEN (130 LPS. i'' Ci;. "T., AN AN INTERNAL HEAD OF +;li'. Ti1c ���$�i��� ��V I � IY
_ / PIPE HALL BE MANUFACTURED IN ACCORDANCE O A. P. C -36_: SPECIFICATION. � V!f k-,a. tssa.
3
SHALL P T
1 q .a THE 12" R.C.P. DRAIN PIPE WITH R -4 JOINT A% T.'1= 48" '" r RISER PIPE SHALL CONFORM TO s ❑! �i t7ao,Tigmn�.Btrf 4,.K . -
:v.. 2-5X2 0' ° A.S.T.M. C -76 OF THE CLASS AS DESIGNATED ON THE )nP iNG. g a! I t7- Eo-TroalnRa=k,6<d<(g,�c
_f 4 SIDES 3 rnlvv- - -- =-
_ O, 3.1aPoL'%11't¢8eK $tci�ew l \VcN
° THE 60'1 R.C.P. OVERFLOW PIPE SHALL BE CLASS V :;.0 -P. WITH R -4 JOINT MEET'1 ^+ A.S.T.P•1. C -76. �I i
(BASED ON •B BEDDING AND 0 PROJECTION). ❑I
O -� ,
ALL R.C.P. SHALL BE BASED ON MAXIMU LAID LENGiH OF 1..21, !
11 11 1 1
Q �Fl 6 0 \• 3 {al l8 3. CONSTRUCTION: THE FIELD PLACEMENT OF THE STEEL., CONCRETE, FORMS, ETC. SHALL BE PERFORMED IN
O " A3 18' u " �\
�N5 3. N2 TEMP AN ACCEPTABLE MANNER AS PRACTICED IN TODAY S C NSTRUCTION, AND SHALL MEET THE FOLLOWING: ❑ ! i
REINF. 11
CONCRETE: ALL CONCRETE PLACED IN THE FIE!T SHALL BE (F'C) MINIMUM OF 3000 P.S.I. AND ! !
n +
1
2-6 x 6' -311 -
- - - -- MEET THE A.C.I. MANUAL OF CQN"RETE PRACTICE.
36'� 36
REINFORCEMENT: ALL REINFORCEMENTS SHALL R IN ACCORDANCE TO "BUILDING CODE RECIUIREMENTS i
i
r -I I-OR REINFORCED CONCRETE ", A.C.I. CODE 318. THE GRADE OF STEEL SHALL BE ! ! I
- MINIMUM 40,000 P.S.I. MEETING A.S.T.M. DESIGNATION A- 615 -76. ! !
Jy 2 - -*6x 5 CONTROL STEM nq DAM (: i F.
2 -x31-6 -
V N -T S. 111 =21 -011 - - - -- -. J n
REINFORCING STEEL IN 7rx'6�X4r IrtF• rac:,094-7