_2336_A Addendum 4.pdf
PDF 2 MB Posted
- Attached to
- 2336-A Lake Kedron Dam Intake Sluice Gate
- Solicitation number
- PE-65600-NONST-2024-000000018
- Issued by
- Douglas County, Georgia
About this file
This document is an Addendum to a state or local government contract opportunity. The Addendum provides technical specifications for the construction of an intake structure, including details on the pipe, flange, wall thickness, and grating. The design is required to follow the Standard Building Code and other industry standards. The foundations have been designed for an allowable bearing pressure of 3,000 PSF. The concrete shall have a minimum 28-day compressive strength of 4,000 PSI, and the reinforcing steel shall conform to ASTM A615 Grade standards.
The document does not provide information on the overall project scope, quantities, response dates, bidder's meetings, award dates, or contract term. Additionally, there are no details on pricing, set-asides, incumbents, funding, or other salient commercial terms.
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Other files
| File | Type | Posted |
|---|---|---|
| _2336_A Addendum _1.pdf | ||
| _2336_A Addendum 5.pdf | ||
| _2336_A Pre_quote sign in sheet.pdf | ||
| _2336_A Addendum 2.pdf | ||
| _2336_A Addendum 3.pdf | ||
| _2336_A RFQ.pdf | ||
| _2336_A Tally Sheet.pdf |
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Text version
10" 'JldLL PIPE, FLANGE - P.E.
(6"1 16"
TYPE "E"
WAU. THI
16..(I 16" X J S L G
I!'. 816
LE .
2 "
PIPE
(IN 3
STD.
SLEE
4'- 0 ''
PL A N -.INTAKE STRUCTURE
SCALE' 1/2 • I'- 0
1. DESIGN
A. "Standard Building Code", 1982 Edition.
6 II
B. "Building Code Requirement11 for Reinforced Concrete"
(ACI 31B-77) .•
C. "Specification For The Decign, Fabric;:ition 1\.nd Erection of structural steel For auilding11" lAISC; Nov. 1, 197B):
With Current Conwentary
II. DESIGN LOADS
A. Live Load ...•.
FOUNDATIONS
A. Footings Have Been Designed For An Allowable Bearing
Fi-e!l!lure of 3,000 FSF.
4141 3/8 TO SUPPORT GRATE
5/8� 0 EXP. BOLT@_, 12" O.C.
l"x 11e· STEEL GRATING
BEARING BARS
r:
I - 3/16" O.C.
CRO S S BARS 4" O.C.
PLAIN SURFAC / GALVANIZED
( GARY TYPE GW or EQUAL)
A. All Concrete Shall Be Normal Weight With A MinimUlll 28 Day Compressive Strength, f'c " 4,000 psi.
S. Bar Reinforcing Steel L All Bar Reinforcing' Stool In Concrete Shall
Conform To AST.Id A615, Gra<l.e 60.
C. Structural Steal
L Structural Steel Shall Confonn To ASTM A36.
2, All Welding Shall Be As Per AWS Specifications, Utilizing E70XX Electrodes.
3. All Anchor Bolts Shal.l Confonn to ASTM A307.
0. Deep Longspan Steel Joists Shall Conform to SJI Standard Specifications.
MISCELLANEOUS
A. All Lap Splice Length Not Shown on Tho Plans Shall
Be Class 'B' In Conformance With ACI 318-77.
EPOXY
GROUT
BARS <@12" C.TO C.,E.F.
5 DOWELS(@ 12" C. TO C.
3-/14 CONT.
(DOWEL INTO ABUTMENT)
SECTION - WI NG WALL C
U II
12"
6" PVC PIPE, OPEN
EL�
BOTH ENOS
816.0 0
4c@ 12" E . F. (LAP I'· s•
W/OOWELS)
CONT. EXTRA HORIZ.
E.F. AT <4S• �
ft 4@ 12 " OOWELS
EXIST. GRADE • 806.60± • #4
wi,:��x t�-Wu�- -�---n. ;:::J;�:::;::::::::;;::::::�=:';='.:==;t�t:::'r---,-
ANCHORS (0) 12� O.C.
(4 S IDES I
e. All Footing Excavation& Shall Ile 1.ni:pected ey A Qualified Geotechnical Engineer To Verify That The Required 3earing Capacity I11 Available. If Any Portion Of The Footing Is Found TO Occur In An Unsuitable Or Unstable Soil, Tho Engineer Shall Be Notified,.
B. Contractor Shall Verify The Type, Size, Location l\nd Nllll'lbcr Of Openings, Sleeves, Pipes, Conduits, Emb"1dded Items, le:'.l'C., Before Pouring Concrete. BAR GRA T E SUPPORT @ 2'x 2' ACCESS
3'- 0 " TYP.
�4 BARS(@
r�· TO C., "m
# ti BARS (a} 12" C. TO C.
(2 EXTRA @ (l BEARING)
SECTION - ACCESS WA LKWAY El ABUTMENTS
SCALE• 1/2"• 1'-0"
e'-o" TYP.
#4 BARS@
12" C. TO C.
2" STD.
PIPE HANDRAIL
(TYP.l
!5'-0" TYP.
Fl======; ;:======/TO 3•·) 1=
LL -
NOT TO SCALE r=:::;:::::::;=:;:J:=-t-:_:-:_-:;:::_::-::.;:::-:::-::.;:::-:::-::;::-::.:::;;=�::£=;;;:::;;:::;:=:;-;
SECTIO N - INTAKE STRUCTURE
#-6 B ARS I@
12" C. TO C.,
E.W., E.F.
,0--� WING WALL BEYOND ��
I '""" I
SCALE: 1/2": 1 1-0"
--- I I
. TO C., E.F. I
I I
•_:_-'.;c..---+.K.A1l t:
I I I I I I I I
------------ -....1 I
12 -H"5 BARS EQUALCf SPACED
WATER SYST EM IMPROVEMENTS
2 #4 HOR1Z. INSIDE FACE EXTRA for
2#6 HORIZ. OUTSllE RI.CE EXTRA r--:..:FA;:.:Y.:E.a.TT:..:Ea...,::C::;OU:,:N:.,:T-'Y'-" ;a:GE;:O::,R::;G:,:I A:,_ __ �
DAM, SPILLWAY, a RESERVOIR
NOT TO SCA
L
E c
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R
E
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S
.- DWJ AS NOTED
1216165 lA"OATECl
5121165 ADO GATE VALVE
2114185 ADDO.OUM NO. I
SDB .EM
SDB JEM
APPIIOV!D "'"
DAT
E S/18/84
83175-2
!IIIEETNO,
II OF 22
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