Attachment_2_-_Intake_3_Sketch.pdf
PDF 2 MB Posted
- Solicitation number
- 140R2024Q0066
About this file
This document appears to be an attachment, titled "Attachment_2_-_Intake_3_Sketch.pdf", that contains detailed engineering drawings and specifications for a new concrete structure.
The related federal contract opportunity is a Request for Quote (RFQ) solicitation from the Department of the Interior Bureau of Reclamation for Diving Services at the Coleman National Fish Hatchery. The solicitation has a period of performance from May 1, 2024 to July 31, 2024, and quotes are due by March 28, 2024. The acquisition is set aside for small businesses under NAICS code 561990 with a $16.5 million size standard. The solicitation incorporates standard commercial item provisions and clauses, including evaluation criteria. Interested vendors should submit their pricing information per the instructions.
View the file
Other files
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
D
C
B
A
� Q .. <>: � �K
;:e' ��
214-0-25757 b . I a
Platform and supports not shown---...
NEW STRUCTURE
Seven #7 bars arranged as shown -�ft:_�_;..�
Troshrock not shown ef
#7@1-0 ew 10'-0"
Eight #7 bars arranged
2'-0"
I l()
#7@1-0-------
. . . 0
#7@1-0
15" chamfer
-· o - ·o
- -• 0 . 0 r;j - . · •.
• -_ - "' - 0 .. 0 . _ . •
. . . o le=.= • . . 0 .
-�"f--,---._.
-__ • - o·. - .
.. 0 . _.
Embedded guides (25829)
- 0 ·_ • • 0
·h·t-+-#7@1-0 ew• 4?
o·
DETAIL 1A (25756)
SECTIONAL PLAN, EL. 450
. ·. O _·
_i----'--z-,--,i--t---#7@1-0
0 . •
• 0 .
.. _ . . _o
0 • • •
#7@1-0'____,,c,�e-;, • • • ·. ·_o • •
• • • 0
15" chamfer . • 0
0 - - 0 0
. 0 0 . - .
. • 0 • • 0 0 - - 4?
DETAIL 18 (25155J
SECTIONAL PLAN, EL. 459
Existing fish ladder wall, 42'-0"
Embedded guides
(25829), (TYP) ----
#7@1-0 #7@6
_o . . 0
• 0
. 0 -·_.
_ • •. ·_o -o
. 0 . • . . .
- -o
• 0 - -·• • 0 .
: _-:-0 ·-·o·: _-:-
- . . 0 . . .
o· - _ - 9 o·
0 • - • -
• • • . 0
Embedded guides (25829)
#7@1-0 i,..+---#7@6----.
o�,--
·o
• ·_._-_o·.·
#7@1-Q--,.-._ .0 _ ·_. • :- .• .
#7@1-0
O · -·O .
4?
o·
• ·o ·
0 • • • . .
0 . - "'
I .
• 0 . - - 0 .
� • _o . - " •
•. _ . . r, . I
DETAIL 4 (25756)
SECTIONAL PLAN, EL. 458
Contractor to ensure integrity of existing wall during placement of new concrete.
Woll toper, cost against existing wall, 16'-0"
NEW STRUCTURE
Wall toper 5'-0 11 a
.I 0)
#7@1-0
- - o -· • . o -
-. __ -·_o _- _o· _
==II. ·• .. 0 . :
o_ - _o -_ . - o_ -_o
�- - � o· • 0 • - • -
.. . . 0 - . 0,
· · o-
- ·o. · ·o - 0 - - - 0 •
• 0:
• • .. _ r,j !
. • 0:
_- ": • · o • • • • · o
• 0 •. • -·.- ·- 0 •• •
Embedded guides
(25829), (TYP)
.: ··•. ·._o_: ··•.l-+-·-#7@1-0 ew,ef
-o - b - . - -o-
- 0 -·o· • -·o· o - - o o· - -• o•·_ .· _-- o·· o - 0 - . - o - O-·o· ·.-·o· . . 4? 0 -o· . • - o· . .
. - o - · o
. • . - 0 .
- 0
- 0 -
. 0 -
• o:
.. _ o· ! - · • o:
• ·a,· _ ·_o_
·_o •
._o _ :_ ·_·•
. - o · O · - · O • -·o· · .-·o· 0 _. <.? 0 o· . • . o· . . . . .,. . - o - · •. - .• 0 .
#7@6 �--- I �+-e---f
---;:-l _- 0 o • • • •• 0 o ··c......,--+-��---:--i I • 0 •
• • • "'· 0 • • • • .,._ -0 _.,, . _ . _ _ .,, . _ . . . . ,, . _ a, · _ _ o_ ·--_ ... •
._ o_ ·--_ ... - . · a, -_ _ o ·--_ . . 0- __ o_ o o ·_ :o" _ o o ··_ :0_ o
•-o·_ :0_ o
_ _ 0 _ • -·o· · .-·o· · .-·o· o-. - - o- . - . o· a,- _ . .
-e--<- -. . -_ 0
. 0 . -- . - ...
as show�=���Ll--- #5 anchor bars _L_ El. 444.86 located in center of wall @1-0
Begin dowel bars 4'-0" ff, at contact between existing wall and new wall taper
12'-0"
DETAIL 3 (25756)
SECTIONAL PLAN, EL. 458
1 1"
El.
436.11
Crest gate (25858)
,___-ef, existing wall reinforcement not shown
-+--.-,ft---t I - I I I I I I I I I I I
2'- " I
El. 436. 11 (begin slope)
S=-0.05,--a #7@1-0 ew . I •..
l()
--I
0 . - • - . - 0 . . .
. . 0
For reinforcement pattern, see 40-D-6263
0 . - ..
o -_
_o
-. ci
2¾"
�,, Dia.x4" long headed anchors, weld to angle.
Space on 12" max. centers o· o • . . _ o:
- _"':o- �-- •
·a.· ·_o _ ---_ ... -_ •0-_ _ o _ - --_.
- ·• -.ci . -· - ·• -.o·
DETAIL 2 (25756)
SECTIONAL PLAN, EL. 440
NO SCALE
#7@6
Fish ladder baffles (TYP)
I I I I � I I I I I I I I I I I I I I I I I I New floor I I I I #7@1_0 1
I I I I I
I I
Start of wall taper--_, SECTION A-A
1 0 2 3 4 5
I I I ii I I I I
SCALE OF FEET
#5 dowe: bars �on a 2'-0" grid
Existing ladder floor ef
1-1 I I I I I I I I I I
End dowel bars
#5@1-0 I
I r-
1 I
I I I
_J
4'-6" El. 442.86 1'-611
.---- End of wall taper ef \ ,.-,4--... #5@ 1 -0
't Double leaf
't Stoplog slots sf ide gate---+---i b
2: 1
1---+-+-#7@1-0
El. 433.86
#7@1-0
17'-0"
.I 0)
_I
#7@6
REV NO 20014-07-07 AS-BUILT. EXTENDED ABUTMENT WALL TO ACCOMMODATE CREST GATE.
R. A. WELCH P.£.
R. A. WELCH P.£. SPECIFICATIONS 3 20-C0700
REV NO
2008-0 1- 18 DELETED DETAILS 1 AND 2, CREATED DETAIL IA ANO IB,
D - SJR P.£. ADDED INLET TRASHRACK WALLS.
S. Robertson
EB ALWAYS THINK SAFETY
U.S. DEPARTMENT OF THE INTERIOR
BUREAU OF RECLAMATION
CENTRAL VALLEY PROJECT - CALIFORNIA
SHASTA DIVISION
COLEMAN NATIONAL FISH HATCHERY
WATER SUPPLY INTAKE REHABILITATION
SCREENED INTAKE 3 - STRUCTURE
SECTION AND DETAILS
DESIGNED __ J_3SJ"!_ 'l!_A!i_N�R ____ CHECKED ___ �T�N _JiM� _Rq_BE_R!_Sq_N _ _ _
DRAWN _ __ _.iA_JO.!.J _WiG"l_E/i ___ _ TECH. APPR. __ SJfl!E!! _iA}!EJ !]O�f!!�O_!.',_P:f. _
STEVEN JAMES ROBERTSON, P.E.
APPROVED _ DAVID K. EDWARDS, P.£. ____ _
PEER REVIEWER - lM� K. EDWARD$, P.E., UANAGER WA1FR CONVcYANCC GROUP �C::::. _. I vi ,'.S Ci: 7' DENVER, COLORADO November 9, 2007 21 4-0-2 5 7 5 7 ����L------------------------------,------------------------------,---------
--------------------------_j_
T ___ ����=U-=-2 �0�F �10=------'------------�
5 4 3 2
D
C
B
A
File details come from the government source that posted it. Updated .