1995-09-08_REVISION - M1977493 ‎(8)‎

• Permit No: M1977493
• IBM Index Class Name: Revision
• Doc Date: 9/8/1995
• Doc Name: Inlet Structure and Trash Rack
• From: Climax
• To: DMG
• Type & Sequence: TR7
• Media Type: M
• Archive: No

-►)6 r--- 4 0 ----►I 6 r*- ,
F
�6
- 8' 2' - Gate stem �' 1 .
opening
E �-
block
o N 8., 3-3/4"
8-5/8" (-� — 3 6_� n 4-I/4
6 Gage pipe
o ( I- do. anchor
24" x 15" RCP ••�_� 3/8" Plate bolt hole
_ Eccentric reducer '' `-'-'*�� ' • 3/4" x 8"
3 8-5/8" la. anchor
I #4 U Bars 12" O.C. nc r bolter bolt hole (t )
I Gate stem -- #4 Longitudinal bars = (typ)a yP•
.1 r,;-----b-eniri---- - - ----- - r7
v p 9 _ -a- /� ! 16ent ' spaced w 10' O.C. --- o r�
Dp blockout `1 ;,
L —,+ ; —``- - J D ' _ 2" x 5' x 3/8' _ 18" space between N
,
' #4 Longitudinal bars Steel plotc w/ a3 plates M
.....................
#4 L Bars 12" O.C.
-' ----- . ' Spa
cedgw 12" 0 C dia. ai,chor _ rr
a t °-°
o bolt hole (typ.) o 0
N `
�- RCP Cradle L 4 x 3 xg 3/8 M
- , _ 8-1/4" Ion
1 • I
_ � 3. 0_ - •i
-
00
3" Dia. gage pipe Reinforcing bars co v I/4
E (not to scale) — 1/4 5. j� o
SECTION E-E
INLET STRUCTURE - PLMN Scale
Scale —�_
0 2 4 6 ft F
0 2 4 6 f t EC TION E-F TRASH RACK
END FASTENING DETAILS
cafe Scale
_ z I fr Tee 3" dia. x 12" long f r 2 3
riser to gage pipe.
F-
Note: Wall thimble and sluice gate Drill 18 - 1/8 holes
to be installed per manufacturers in riser section.
�— specifications. Bottom edge of Turn reservoir gage pipe
15' See trash rack detail slide shall be e ul ed with 45' bevel g g P P
or Hydrogate Model 501 c� 9 P Dr 12" and pplug end.
or equivalent sluice gate this sheet - to occomodate high head throttling. Drill 18 - I/8" holes
y
in In turned up section. ' 2 \\
0
o 4_5/8"
Hydrogate gType wall 3 8-5/8' 2" dlo. steel pipe
thimble or equivalent •. -� .,' I PP IS square to / r 4 d,� vent pipe 'I` Anchor 3" dia. gage pipe
S" round 9 9 P P standard weight
-
y ? f inlet ) x
. +• '� � to sldewall
s .� 24" x 15" RCP
ilrF bolt_ L i ,or '
I CL.t - _i
4 Dla. blockout o ------
,
63.4
L8x4x
Grade to drain — - — - — - — r 2 8 long �`•, ,
Inv. el. 10.681.0 0 5% e \ - Inv. el 10,6810 /l
63.4 RCP elbow - ------------- - -- -- - ¢.
. - I/4 min. '
III RCP Cradle S 5x10
8' 0" 'I' , o L See Sheet 5 Structural NOTE:
t ' N Construction j;.- I support beam. A Trash rack is to be constructed of
Inlet concrete reinforcing •� . joint /4 \ —_J four separately removable longitudinal
steel #4 w 12" laterally INLET STRUCTURE - ELEVATION �` 2 G pipe members and two individuol support
a 10" longitudinally lr* . r - members with lateral support bars.
Place as shown 8" Scale 31.7- �' Members are not to be welded together, 1��®
C
RE
810g5
0 2 4 E f t Sip 0
SECTION D-D l otMeta\SGeo�o91
Scale V4
See END FASTENING� • •
DETAILS this sheet
0 2 4 6 ft
- L8xxl/2
ri J
., rig
---
4 x : R ft
. , '/4" x 8"
Arl, .. -
,r Anchor bolt
.. - I „ -ice 1i4� • '.
Ici& ui pf,crt bars) - - -- -- Colo PE NO. ---- —
---- SHEET 3 OF 5
SECTION G-G No R ,ISlons _ _ Date �/ R ; By Date CYPRUS-CLIMAX METALS CCl\1PANY
1 P�-�w reVls��ape C��arlyetf to 2a — - - -- -----
al V95 DC Dr:. In DCS 10/94 EAGLE PARK RESERVOIR OUTLET WORK;:, PROJECT
ow t I�er Iping nd rn lei-r-L mscg — DCS 10/94 INLET STRUCTURE AND TRASH RACK
6/9/95 GCS ur: nn
0 2 3 ft
3 --- — ---_. _ h .l. - SDS/JAF 11/94
4 HEELER .A6 NO — —'
-------- _JW. W. WHEELER AND ASSOC. . INC.
5 105.1 .' Q —`WATER RESOURCES ENGINEERS I ,
__ -- ENGLEWOOD, COLORADO
Permit Number ��
Class OPe mn -
Section/Exhibit
Class ,y,'/ReVision --- ---7-------------•- ..7.
Class.0 Report Hydro OGeneral 6 1
Doc Type:
_. ----________—_________ /
OApplication(Coal only) ❑Bond❑Enforcement ❑Inspection � � ----`