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ARKANSAS FIRE PREVENTION CODE DATA
CONCORD WASTEWATER PLANT MODIFICATION
1. OCCUPANCY CLASSIFICATION: UTILITY AND MISCELLANEOUS GROUP U
OCCUPANCY LOAD:SLUDGE DEWATERING BUILDING - 9SLUDGE PUMP BUILDING - 1
2. TYPE OF CONSTRUCTION: TYPE IIB
3. ALLOWABLE HEIGHT: 55'BASIC ALLOWABLE AREA: 8,500 SF
4. GROSS FIRST FLOOR AREA:SLUDGE DEWATERING BUILDING - 2,515 SFSLUDGE PUMP BUILDING - 180 SF
5. SEPERATION DISTANCE:SLUDGE DEWATRING BUILDING
NORTH: GREATER THAN 60'SOUTH: 50'EAST: GREATER THAN 60'WEST: GREATER THAN 60'
SLUDGE PUMP BUILDINGNORTH: GREATER THAN 60'SOUTH: GREATER THAN 60'EAST: GREATER THAN 60'WEST: GREATER THAN 60'
6. EXIST CORRIDORS: 0 HOURS (NONE - N/A)
BURROUGH BRASUELL CORPORATION
VAN BUREN, AR 72956(479) 471-5227
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CONSTRUCTION DOCUMENTSAND SPECIFICATIONS
FOR THE
CONCORD WASTWATER PLANTMODIFICATIONS
5825 ALMA HIGHWAYVAN BUREN, AR 72952
INDEX OF DRAWINGS
DATE PLOTTED JUNE 28, 2013
SHEET NO. TITLE
T1 TITLE SHEET
CIVIL
C1 EXISTING SITE PLANC2 SITE PLANC3 SITE DETAILS
STRUCTURAL
D100 DEMOLITION PLANS100 GENERAL NOTESS101 SLUDGE DEWATERING PROCESS - 3D VIEWS200 FINISH FLOOR SLAB PLANSS201 SLAB DETAILSS202 SCHEDULE SHEETS300 PLATFORM PLAN AND LINTEL PLANS301 BUILDING DETAILSS302 PIPE SUPPORT AND ROOF PLANS303 ROOF DETAILSS400 FRONT PROCESS ELEVATIONS401 DEWATERING PROCESS CROSS-SECTION
SHEET NO. TITLE
PROCESS
P100 EXISTING PROCESS FLOW DIAGRAMP101 MODIFIED PROCESS FLOW DIAGRAMP200 SLUDGE DEWATERING PROCESS PLANP201 SLUDGE DEWATERING PLANS
MECHANICAL
MP1 SITE PLAN AND PIPING PLANMP2 BUILDING PLANS AND SECTIONSMP3 SCHEDULES AND DETAILSMP4 SCHEMATIC PIPING VIEWS, SITE GAS PIPING PLAN
ELECTRICAL
E-1 ELECTRICAL LIGHTINGE-2 ELECTRICAL POWERE-3 ELECTRICAL SCHEDULES AND NOTES
Revision Schedule
No. Date Description
A 08/05/2013 Addendum A: Building Removal
PREPARED BY:
BURROUGH - BRASUELL CORPORATIONSTRUCTURAL & CIVIL ENGINEERING6106 HIGHWAY 59 NORTHVAN BUREN, ARKANSAS 72956(479) 471-5227
KURT JONES & ASSOCIATESCIVIL ENGINEERING500 W. MAIN STREET #201CONWAY, ARKANSAS 72801(479) 890-9613
MINDEN ENGINEERINGMECHANICAL ENGINEERINGP.O. BOX 654PARIS, ARKANSAS 72855(479) 963-1777
ROBERT JONESELECTRICAL ENGINEER5301 SOUTH 44TH STREETROGERS, ARKANSAS 72758(479) 639-7598
06�28�2013
06/28/2013
A
BURROUGH BRASUELL CORPORATION
VAN BUREN, AR 72956
(479) 471-5227
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No. Date Description
E13-922
BURROUGH BRASUELL CORPORATION
VAN BUREN, AR 72956
(479) 471-5227
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Revision Schedule
No. Date Description
E13-922
88'-4 1/16"
8" 28'-6 5/16" 8" 57'-9 3/4" 8"
43
'-7
1/2
"
8"
42
'-3
1/2
"8
"
4'-0" 4'-0" 4'-0"
4'-0
"4
'-0
"
2'-6 9/16" 10'-0" 4'-0" 10'-0" 4'-8" 10'-0" 4'-0" 10'-0" 2'-7 1/4"
DEMOLITISH EXISTING 8" WALL DOWN TO8" BELOW FINISH FLOOR
DEMOLITISH EXISTING 8" WALL DOWN TO8" BELOW FINISH FLOOR
DEMOLITISH EXISTING 8" WALL DOWN TO8" BELOW FINISH FLOOR
8" 8"
8"
8"
8"
1
S400
1
S401
A
BURROUGH BRASUELL CORPORATION
VAN BUREN, AR 72956(479) 471-5227
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1/4" = 1'-0"1
SLUDGE DEWATERING BUILDING - DEMOLITION PLAN
Revision Schedule
No. Date Description
A 08/05/2013 Addendum A: Building Removal
06�28�2013
DN
DN
6"
DIA
. S
CH
80
PV
C
6" DIA. SCH 80 PVC
6" DIA. SCH 80 PVC
24 YARD DUMPTRAILER
24 YARD DUMPTRAILER
24 YARD DUMPTRAILER
24 YARD DUMPTRAILER
8'-0"
25
'-6
"
4" DRAIN PIPE(TYP.)
LEVER GATE VALVE
LEVERZF GATE VALVE
90 DEGREE TURN WITH10' FLEXIBLE HOSE DROP
90 DEGREE TURN WITH10' FLEXIBLE HOSE DROP
8" DIA. GRAVITY TOHEAD OF THE
PLANT
8" DIA. GRAVITYTO HEAD OF THEPLANT
6" LEVER GATE VALVE 6" TEE
6"
DIA
. S
CH
80
PV
C
6" DIA. SCH 80 PVC
6" LEVER GATE VALVE6" TEE
1
S400
1
S401
6" DIA. SCH 80 PVC
A
2 2.21.8
A.3
A.1
4'-3
"8
'-0
"
6'-0" 6'-0"
12'-0"
COL. COL.WALL COL.
CO
L.
CO
L.
CO
L.
WA
LL
POLYMER FEED(WATER FEED IS
REQUIRED)
4" PVC TURN UP
POLYMER TANK(55 GAL. DRUMSHOWN)
IN-LINE STATIC MIXER (SEE IN-LINESTATIC MIXER NOTES)
FLOCULATION TANK 150 GAL CAPCITYTANK SLOW VARIABLE SPEED MOTOR
DRIVEN W/ MIXING PADDLES(3' DIA. X 5' METAL TANK,
SEE FLOCULATION TANK NOTES)
4" THREADED PIPE INTO THE BOTTOM OFFLOCULATION TANK
4" PVC DUMP LINEOUT OF BOTTOM OF TANK
4" PVC DUMP LINERUN TO TRENCH
DIGESTER PUMP, POLYMER FEED,FLOCULATION TANK MOTOR
CONTROLS & MAGNETIC FLOW METER DIGITAL DISPLAY
GALVANIZED BARGRATING 1"x3/16"
(GW-100)
REMOVABLEGUARDRAIL (THISSIDE ONLY)
HOSE SPRAY DOWN
UTILITY SINKDRAIN TO TRENCH
MAGNETIC FLOW METERSIEMENS SITRANSMAGFLOW MAG 5000 ORAPPROVED EQUAL
SLUDGEPUMP
POLYMERFEED
TANKPADDLEMOTOR
ON/OFF BUTTON (HAVE AUTOMATICSLOW START-UP NO MATTER WHEREDIAL IS)
SLIDER TO ADJUST PUMP SPEED
ON/OFF BUTTON
TANKDUMPVALVE
ADJUST POLYMER FEED % OF FLOW
OPENS AND CLOSEDTANK DUMP VALVE
ADJUST POLYMER FEEDTOTAL WATER FLOW RATE
MAGNETIC FLOW METERDIGITAL DISPLAY (TOTALIZER &
INSTANTEOUS GPM FLOW READING)
EXISTING POLYMER FEED NOTES:
1) EXISTING POLYMER FEED MAY BE USED AT OWNERS DISCRETION.CONTRACTOR MAY PROPOSE A NEW POLYMER FEED AS AN ALTERNATE.2) EXISTING POLYMER FEED INFORMATION:
POLY BLEND:-MADE BY STRANCO BOUGHT OUT BY UNDERGROUND SOLUTIONS- UNGROUND SOLUTIONS CONTACT: DAN GREGOIR (856) 896-2185- MODEL NO.: 600.2- SERIAL NO.: 9099- BALDOR MOTOR CAT NO. L3501M- SPEC: 3661-5598- FRAME: 56- HP: .33 TE- VOLTS: 115/208-230- AMPS: 6/3.2-3- RPM: 1725- HZ: 60- LMI METERING PUMP
- MODEL NO.: AP61-66PB- SERIAL NO.: 91091916- VOLTS: 115
- 1" INLET AND OUTLET PIPE- MAXIMUM FLOW RATE THROUGHT POLYMER FEED: 10 GPM- MAXIMUM POLYMER FEED RATE: 0.033 GPM- POLYMER TYPE: EMULSION POLYMER
FLOCCULATION TANK NOTES:
1) FLOCCULATION TANK SPECIFICATIONS:- 3'-0" DIAMETER BY 5'-0" TALL, FLAT BOTTOM, OPEN TOP, 2" FLANGEAROUND TOP EDGE WITH MIXER MOUNTING PLATE AT CENTER OF TANK.- 10 GAUGE 304SS CONSTRUCTION- SEE MECHANICAL DRAWINGS FOR INLET AND OUTLET REQUIREMENTS
2) VARIABLE SPEED MIXER MOTOR AND IMPELLER:- LIGHTNIN Mi5Q6 MIXER, 3HP, 230/460 VAC, VARIABLE SPEED ORAPPROVED EQUAL- 48" BY 3/4" SHAFT WITH 24" DIA. FLAT BLADE TURBINE IMPELLER- VFD FOR 3 HP 460/3/60 MIXER MOTOR
IN-LINE STATIC MIXER NOTES:
1) KOFLO STATIC MIXER MODEL: 4-DI-13-6.2N(3)-13I OR APPROVED EQUAL- 4" DIAMETER, CLASS 53 CEMENT LINED, DUCTILE IRON STATIC MIXERCONTAINING SIX NON-CLOG SLUDGE DESIGN LOW PRESSURE LOSSDESIGN STAINLESS STEEL MIXING ELEMENTS WITH 150 LB FLAT FACEFLANGE ENDS.- LENGTH 45"- PRESSURE LOSS: 2.0 PSI @ 150 GPM
BURROUGH BRASUELL CORPORATION
VAN BUREN, AR 72956(479) 471-5227
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(NOT FOR CONSTRUCTIONREVIEW SUBMITTAL)
1/4" = 1'-0"1
SLUDGE DEWATERING GRAVITY PIPING PLAN
1/2" = 1'-0"2
PLATFORM PLAN
1" = 1'-0"3
CONTROL PANEL FUNCTIONS
Revision Schedule
No. Date Description
A 08/05/2013 Addendum A: Building Removal
06�28�2013
A
A
A
BURROUGH BRASUELL CORPORATION
VAN BUREN, AR 72956(479) 471-5227
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1SLUDGE DEWATERING BUILDING - 3D VIEW
Revision Schedule
No. Date Description
A 08/05/2013 Addendum A: Building Removal
06�28�2013
A
UP
A
2
8"
2'-6 9/16" 10'-0" 4'-0" 10'-0" 10'-0" 4'-0" 10'-0" 2'-7 1/4"
8"
8"
57'-9 3/4"
2.21.8
A.3
A.1
25
'-6
"
8'-0"
8 1
/16
"
8"
42
'-3
1/2
"
8'-0
"4
'-3
"
4'-8"
12'-0"
6'-0" 6'-0"
WALLWALLWALL
WA
LL
WA
LL
COL. COL.
CO
L.
CO
L.
WATER SPICKETFOR HOSE CONNECTION
WATER SPICKETFOR HOSE CONNECTION
WATER SPICKETFOR HOSE CONNECTION
C.J
.C
.J.
1/8
":12"
1/8
":12"
2'-6" 23'-8" 5'-5 3/4" 23'-8" 2'-6"1
'-0
"2
8'-0
"
C1 C1
C1C1
440'-2 1/2"
C.J.
6" SLAB
8" SLAB
6" SLAB
8" SLAB
440'-6"
440'-2 1/2"
440'-2 1/2"
440'-6"
B
S201
D
S201
C
S201
C.J.
C
S201
A
S200
A
S200
1
S201
Sim
4
S201
Sim
3
S201
Sim
3
S201
Sim
3
S201
Sim
1 3
B
42
'-1
1 1
/2"
29'-2 9/16" 29'-3 3/16"
58'-5 3/4"
1
S400
1
S401
8" BOLLAR (TYP.)SEE 5/S201
8" BOLLAR (TYP.)SEE 5/S201
8" BOLLAR (TYP.)SEE 5/S201
8" BOLLAR (TYP.)SEE 5/S201
A
A
AA
C.J. - DENOTES CONSTRUCTIONJOINT SEE DETAIL ?/S202
F.D. - DENOTES FLLOR DRAIN
- DENOTES FLOOR SLOPE
2
S201
10'-0"
18
'-0
"
101
101
SLUDGE PUMPBUILDING
5'-0" 5'-0"
3'-6
"
EXISTING 3" DIA.STUB OUTOF TANK ELEV.443.65'
440'-0"
4' STRAIGHTPIPE
6'-7
"
SLUDGE PUMP W/Variable Frequency Drive
Automatic PrimerMoyno 2000 Series G1 Pump
FLOOR SLAB THICKNESSES AND REINFORCEMENT NOTES:
8" CONCRETE SLAB SHALL HAVE #4 REINFORCEMENT AT 12" O.C. EACHWAY AT MID-DEPTH OF THE SLAB.
6" CONCRETE SLAB SHALL HAVE #4 REINFORCEMENT AT 16" O.C. EACHWAY AT MID-DEPTH OF THE SLAB
1'-0"1 1/2" 2" 2" 1 1/2"
2"
1"
(SL
OP
E 1
% T
O D
RA
IN)
12
" A
T D
RA
IN
3/8" STAINLESS STEELHEADED ANCHOR SPACED
AT 1'-0" O.C. (WELDED)
3/16" DIA. RELIEF HOLE DRILLAT 16" O.C. MAX. (SAND BLAST
TOP SURFACE OF TRENCHEDGE SMOOTH)
NOTE: BOTTOM OFTRENCH ELEV. EXCLUDES"V" BOTTOM
12 GA. STAINLESSSTEEL DRAIN
2"x3/16" GALV.TRENCH GRATE
SYMMETRICALABOUT
BURROUGH BRASUELL CORPORATION
VAN BUREN, AR 72956(479) 471-5227
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FIN
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(NOT FOR CONSTRUCTIONREVIEW SUBMITTAL)
1/4" = 1'-0"1
DEWATERING PROCESS FINISH FLOOR SLAB PLAN
1/4" = 1'-0"2
PUMP BLDG. FINISH FLOOR PLAN
3/4" = 1'-0"A
TYP. TRENCH DETAIL
Revision Schedule
No. Date Description
A 08/05/2013 Addendum A: Building Removal
06�28�2013
EMBD'T (in.)
BASE PLATE SCHEDULE
A(in.)
BASE PLATE DIM.
BP1
TYPE
BASEPLATEMARK
C(in.)
B(in.)
D(in.)
A.B. DIM.
E(in.)
F(in.)
ANCHOR BOLTS
SIZETYPE REMARKS
WELD"A"
INCHES
BASEPLATETHICK
-
B
-
12" 12" 6" 6"
- - - -
3/4"
-
4 1/2" 4 1/2"
- -
1 3/4" 4"
- - -
8"3/16"
-
GALV. HILTI HAS RODS
"A"
"C" "C"
"E" "E"
"B"
"D"
"D"
"F"
"F"
TYP.
BASE PLATE TYPE "A"
"B"
"D"
"D"
"F"
"F"
TYP.
BASE PLATE TYPE "B"
"A"
"C" "C"
"E" "E"
"B"
"D"
"D"
"F"
"F"
TYP.
BASE PLATE TYPE "C"
"A"
"C" "C"
"E" "E"
TYPICAL SLABREINFORCEMENT
TH
ICK
NE
SS
1/3
SL
ABSEALANT
10 MIL VAPORBARRIER
TYP.
A36 ANCHORBOLT
TOP OF CONC.
ANCHOR BOLT DIA.SEE SCHEDULE
AS
RE
Q'D
SE
E S
CH
ED
UL
E
EM
BE
DM
EN
T L
EN
GH
T
ANCHOR BOLT TYPE "1"
PUMP BLDG. F.F.440'-0"
3"
3"
8" BLOCK W/#4 BARS AT 48" O.C.
#4 DOWELS @ 24" O.C.
#4 REBAR @ 12" O.C. EA. WAY90 DEGREE BEND ON EACH END
6"
1'-6
"
1
1
#4 @ 12" O.C.
3 - #4 REBAR CONT.
4" WASHED GRAVELW/ 10 MIL VAPOR
BARRIER BELOW SLAB
MINIMUM 2 FEET OFCOMPACTED FILLUNDER FOOTINGSAND SLAB
STOP SLAB REINFORCEMENT3" FROM CONSTRUCTION
JOINT
FILL WITH SEALANT(SEE NOTE)
SAW 1/8 TO 1/4" WIDEBY 2" DEEP SAWCUT
8"
10 MIL VAPORBARRIER
1" SMOOTH DOWEL,14" LONG AT 12" O.C.
NOTE: FILL JOINT WITH SEALANT HAVING MINIMUMSHORE A HARDNESS OF 80 (ASTM D2240)
STOP SLAB REINFORCEMENT3" FROM CONSTRUCTION
JOINT
FILL WITH SEALANT(SEE NOTE)
SAW 1/8 TO 1/4" WIDEBY 2" DEEP SAWCUT
6"
10 MIL VAPORBARRIER
3/4" SMOOTH DOWEL,14" LONG AT 12" O.C.
NOTE: FILL JOINT WITH SEALANT HAVING MINIMUMSHORE A HARDNESS OF 80 (ASTM D2240)
8"
STOP SLAB REINFORCEMENT3" FROM CONSTRUCTION
JOINT
FILL WITH SEALANT(SEE NOTE)
SAW 1/8 TO 1/4" WIDEBY 1 1/2" DEEP SAWCUT
6"
10 MIL VAPORBARRIER
3/4" SMOOTH DOWEL,14" LONG AT 12" O.C.
NOTE: FILL JOINT WITH SEALANT HAVING MINIMUMSHORE A HARDNESS OF 80 (ASTM D2240)
TYP. SLAB REINFORCEMENT
HSS COLUMN IN WALL(SEE COLUMN SCHEDULE)
COL.
EMBED 3/4" GALV. THREADED RODW/ HILTI HIT-RE 500 SD EPOXY AMINIMUM OF 4" INTO CONCRETESLAB (TYP.)
SE
E S
LA
B P
LA
N
TH
ICK
NE
SS
NON-SHRINK GROUT
TYP. SLAB REINFORCEMENT
EXISTING CONCRETE WALL
WALL
USE 1/2" PREMOLD AND JOINT SEALENT
EX. GRADE
TYP. SLAB REINFORCEMENT
EXISTING CONCRETE WALL
WALL
CHALK AND SEAL JOINT
2 1/2" DIA BY 3" LONG STYROFOAM BLOCKAT EACH REBAR AGAINST WALL
EMBED #4 REBAR W/ HILTI HIT-RE500 SD EPOXY A MINIMUM OF 3"
EXISTING CONCRETE (TYP.)
3'-0
"5
'-0
"
6"
1'-6"
8" DIA. PIPECONC. FILL
PAINT SAFETYYELLOW (OSHA)
PAVING OR GRAVELSEE SITE PLAN
CONCRETE
ELEV. VARIES
MATCH EXISTING
BURROUGH BRASUELL CORPORATION
VAN BUREN, AR 72956(479) 471-5227
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(NOT FOR CONSTRUCTIONREVIEW SUBMITTAL)
STRUCTURAL COLUMN SCHEDULE
Mark Type Base Level Top LevelBase Plate
MarkC1 HSS4X4X1/4 BLDG. Finish Floor PLATFORM T.O.S. BP1
3/4" = 1'-0"A
TYP. SAW CUT JOINT
3/4" = 1'-0"2
TYP. PUMP FOUNDATION DETAIL
3/4" = 1'-0"B
TYP. CONSTRUCTION JOINT FOR 8" SLAB
3/4" = 1'-0"C
TYP. CONSTRUCTION JOINT FOR 8" TO 6" SLAB
3/4" = 1'-0"D
TYP. CONSTRUCTION JOINT FOR 6" SLAB
3/4" = 1'-0"1
TYP. COL. TO SLAB SECTION
Revision Schedule
No. Date Description
A 08/05/2013 Addendum A: Building Removal
06�28�2013
3/4" = 1'-0"3
TYP. SLAB TO EX. WALL SECTION
3/4" = 1'-0"4
SLAB TO EX. SAND FILTER WALL SECTION
3/4" = 1'-0"5
TYP. BOLLARD DETAIL
LABEL
DOOR AND FRAME SCHEDULE
SIZE
DOOR
101
DOORNO. HW T
GLASS LABEL
FRAME
HEAD
DEPTH
FROMROOMNAME
HDWR
A - -
TYPE MAT.
JAMB
DETAILS
-
TOROOMNAME
REMARKS
DOOR NOTES:1. HARDWARE LISTED BELOW AND ON THE SCHEDULE ABOVE IS THAT WHICH IS REQUIRED BY THE BUILDING CODE FOR EGRESS,ACCESSIBILITY AND PRIVACY, OR REQUIRED BY THE OWNER, HARDWARE NEEDED FOR A COMPLETE INSTALLATION IS NOT LISTED HERE.HINGES, THRESHOLDS, WEATHER STRIPPING, LOCKS AND LATCHES ARE TO BE PROVIDED AND INSTALLED FOR A COMPLETE INSTALLATION.COORDINATE KEYING WITH THE OWNER'S EXISTING KEYING SYSTEM.
INSULATED5'-0" 8'-0" MFR NONE NONE MFR NONESTEEL EXTERIOR PUMP BLDG.
ROOM FINISH SCHEDULE
101
ROOMNO.
WALLS
MATL.N HEIGHTNOTES
ROOM NOTES:1. COLORS, STYLES, TEXTURES, WIGHTS OF MATERIALSARE TO BE SELECTED BY THE OWNER.
SLUDGE PUMP BLDG. C2 9'-0"
ROOM NAME
F1
FLOOR
NONE
BASE
W1
S
W1
E
W1
W
W1
CEILING
-
FLOOR:F1: SMOOTH SEALED CONCRETE
BASE:B1: NO BASE REQUIRED
WALL:W1: CLEAN SEALED CMU BLOCK
CEILING:C1: EXPOSED TO ROOF DECK - PAINTED STEEL JOISTC2: CLEAN SEALED POURED CONCRETE ROOF
4"
8'-0
"
8'-4
"
2" 5'-0" 2"
5'-4"
TYPE ADOOR: FLUSH HOLLOW METALPAINTED (6"x11" OPENING FOR
MONORAIL AS SHOWN)FRAME: WELDED HOLLOW
METAL WITH MASONRY WALLTABS, PAINTED
EQ EQ
6"
11
"
BURROUGH BRASUELL CORPORATION
VAN BUREN, AR 72956(479) 471-5227
Scale
Project No.
Date
Drawn by
Checked by
PR
OJE
CT
TIT
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NORTH
Sheet
CL
IEN
T
PR
OJE
CT
AD
DR
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S
As indicated
8/5
/20
13
8:5
6:2
5 A
M
S202
SC
HE
DU
LE
SH
EE
T
E13-922
CO
NC
OR
D W
AS
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WA
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R P
LA
NT
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OR
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AS
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RD
06/28/2013
J. RIORDAN
5825 A
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Van B
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n, A
R 7
2952
(NOT FOR CONSTRUCTIONREVIEW SUBMITTAL)
Revision Schedule
No. Date Description
A 08/05/2013 Addendum A: Building Removal
06�28�2013
A
A
DN
A
2
2.21.8
A.3
A.1
2'-6 9/16" 10'-0" 4'-0" 10'-0" 10'-0" 4'-0" 10'-0" 2'-7 1/4"
42
'-1
1 1
/2"
4'-8"
WALLWALLWALLW
ALL
WA
LL
8'-0
"4
'-3
"
12'-0"
6'-0" 6'-0"
COL. COL.
CO
L.
CO
L.
W8
X1
0
C8
X11
.5
C8
X11
.5
C8
X11
.5
W8
X1
0
W8X15
W8X15
W1
2X
19
C8X11.5
C8X11.5
2'-11 7/16" 3'-0" 3'-0" 3'-0 9/16"
L3x3x1/4 BRACE
L3x3x1/4 BRACE
L3x3x1/4 BRACE
L3x3x1/4 BRACE
4'-11
"2
'-0
"
3
S301
2
S301
5
S3013'-0
"6
"
S301
4
1 3
B
4" 4"
29'-2 9/16" 29'-3 3/16"
58'-5 3/4"
8" 57'-9 3/4" 8"
8"
42
'-3
1/2
"8
"
1
S400
1
S401
C8X11.5
C8X11.5
LINTELTYPE
LINTEL SCHEDULE*
L1
8" LINTEL WITH 2 - #5 BARS, 1 COURSE 8" STRETCHER
SECTION DISCRIPTION
1' - 3 5/8"
DEPTH
8"
BEARING
3'-4"
SPAN
7'-4"
HEIGHTA.F.F
A/S202
DETAIL
L2
7 5/8"
16" 10'-0" 14'-0" B/S202
8" LINTEL WITH 2 - #4 BARS
W8x15 W/ PL 7 1/2"x3/8" 2 COURSE 8" STRETCHER BLOCKS 1' - 3 5/8"L3 8" 5'-0" 8'-0" C/S202
L4 8" 4'-0" 15'-8" B/S202 SIM.1' - 3 5/8"8" LINTEL WITH 2 - #4 BARS, 1 COURSE 8" STRETCHER
2 - #4 BARS
8" LINTELBLOCK
#4 AT 48" O.C.
7 5
/8"
3 5
/8"
2 - #5 BARS
8" LINTELBLOCK
#5 AT 8" O.C.
1'-3
5/8
"
3 5
/8"
8" STRECHERBLOCK FILL ALLCELLS W/ GROUT
L3
1
S3032
S303
S1
0X
35
MO
NO
RA
ILT
.O.S
. 8
'-0
AB
OV
E F
.F.
18
'-0
"4
'-0
"
10'-0"
7
S301
6
S301
A
A
PL 7 1/2" x 3/8"
W8x15
#4 AT 48" O.C.
8" STRECHERBLOCK FILL ALLCELLS W/ GROUT
TYP.
3/16 4" - 12"6" EA. END
LINTEL BEAMSEE PLAN
TYP.
A A
SECTION A-A
TYP. LINTEL BEARING
3/8" PLATE
#4 REBAR 2'-0" LONG#5 REBAR 2'-6" LONG
1 FOR 8" BEARING2 FOR 16" BEARING
#4 REBAR 2'-0" LONG#5 REBAR 2'-6" LONG1 FOR 8" BEARING2 FOR 16" BEARING
1- REBAR VERT. FOR 8" BEARING2-REBAR VERT. FOR 16" BEARING
(MATCH WALL REBAR SIZE)
FILL WITH CONCRETE AS REQUIRED
FACE OF MASONRY WALL
REBAR VERT. UNDER BEAM BEARING1 CELL FOR 8" BEARING2 CELLS FOR 16" BEARING(MATCH WALL REBAR SIZE)
1) 1 TON NER2PO1OL HARRINGTON HOISTS AND CRANES, 1.2 HP, 3 PHASE - 230/460 WITH8 FOOT PENDANT DROP MINIMUM OR APPROVED EQUAL
2) USE 12 GA. FESTOON TO HOLD 12-4 FEED WIRE AS PRVIDED BY DUCTOWIRE ORAPPROVED EQUAL.
ELECTRIC CHAIN HOIST NOTES:
BURROUGH BRASUELL CORPORATION
VAN BUREN, AR 72956(479) 471-5227
Scale
Project No.
Date
Drawn by
Checked by
PR
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CT
TIT
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NORTH
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CL
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PR
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CT
AD
DR
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S
As indicated
8/5
/20
13
8:5
6:2
8 A
M
S300
PLA
TF
OR
M P
LA
N A
ND
LIN
TE
LP
LA
N
E13-922
CO
NC
OR
D W
AS
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WA
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06/28/2013
J. RIORDAN
5825 A
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Van B
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n, A
R 7
2952
(NOT FOR CONSTRUCTIONREVIEW SUBMITTAL)
1/4" = 1'-0"1
PLATFORM PLAN
1" = 1'-0"A
LINTEL- TYPE A
1" = 1'-0"B
LINTEL- TYPE B
1/4" = 1'-0"2
SLUDGE PUMP BLDG. LINTEL PLAN
1" = 1'-0"C
LINTEL- TYPE C
Revision Schedule
No. Date Description
A 08/05/2013 Addendum A: Building Removal
06�28�2013
A
DN
3"
TY
P.
2 R
OW
S
3 R
OW
S
4 R
OW
S
5 R
OW
S
6 R
OW
S
7 R
OW
S
8 R
OW
S
8 R
OW
S
8"
& 1
0"
BE
AM
S
12
" &
14
" B
EA
MS
16
" B
EA
MS
18
" B
EA
MS
21
" B
EA
MS
24
" B
EA
MS
27
" B
EA
MS
30
" B
EA
MS
1 1/2"
4"
1/4TYP.
5/16" PL. FOR BEAMS 8" TO 16"3/8" PL. FOR BEAMS 18" TO 21"1/2" PL. FOR BEAMS 24" TO 30"
3/4" DIA. A325 N BOLTS FORBEAMS 8" TO 21"
7/8" DIA. A325 N BOLTS FORBEAMS 24" TO 30"
FACE OF COL. WEBOR BEAM WEB
HSS SEE PLANFOR SIZE
W BEAM SEEPLAN FOR SIZE
W BEAM SEEPLAN FOR SIZE
PLATE THROUGH PLATECONNECTION 1/S202
1/4" CAPPLATE
SEE TYP. SHEAR TABCONNECTION 1/S202
HSS SEE PLANFOR SIZE
W BEAM SEEPLAN FOR SIZE1/4" CAP PLATE
SEE TYP. SHEAR TABCONNECTION 1/S202
8"
3'-0
"
3'-0"
L3x3
x1/4
4"1
1/2"
3/8" PLATE - 3/4" A325BOLT EACH END
HSS4x4x3/16 COLUMN W/1/4" PLATE END CAP (TYP.)
L3 1/2"x3"x3/8" BY 8" LONG W/2-3/4" HILTI HAS RODS W/ HIT-HY
150 MAX EPOXY EMBED 3 3/8"SPACED 5" O.C.
3/16
3/16TYP.
3/16TYP.
PLATFORM T.O.S.
ELEV. 448'-6"
GALV. STEEL RECTANGULAR BAR1"X3/16" (GIA) 11" WIDTH BY 3'-0" STAIR WIDTH
ATTACH AS REQUIRED BY MANUFACTURER 13
RIS
ER
S @
6 1
5/1
6"
7'-6
3/1
6"
AB
OV
E G
RA
TIN
G
3'-6
"
14 TREADS @ 10"
10'-10"
11"
1"
6 1
3/1
6"
(TYP.)
10"
(TYP.)
11"
1"
FINISH FLOOR
ELEV. 440'-6"
3'-0 3/4"
C12X20.7 STRINGER (TYP.)
1 1/2" STD PIPE RAILS (TYP.)
1 1/2" X-STRONG PIPEVERTICALS @ 5'-0" O.C.MAXIMUM SPACING (TYP.)
1'-0"
1"x3/16" GALV. BARGRATING, GW-100 (TYP.)
L5X3 1/2X5/16 BY 6" LONG W/2 - 3/4" A325 BOLTS (TYP.)
SEE TYP. SHEAR TABCONN. DETAIL
A
2.21.8
A.3
A.1
REMOVEABLE GUARDRAILON THIS SIDE ONLY
FIXED GUARDRAIL (TYP.)
FIXED GUARDRAIL (TYP.)
FIXED GUARDRAIL(TYP.)
3'-0
"6
"
12'-0"
4'-3
"8
'-0
"
COL. COL.
CO
L.
CO
L.
CO
L.
WA
LL
GRATING
SPAN
GR
AT
ING
SP
AN
1"x3/16" GALV. BARGRATING, GW-100 (TYP.)
2" 2"
2"
2"
3'-7
1/2
"
5
S301
#4 AT 48" O.C.
8" BOND BEAM W/2 - #4 BARS CONT.
GALVANIZED S10x35 W/ 6" x3/8"x0'-6"BEARING PLATE
4 - 5/8" A325 BOLTS2 3/4 GAGE FOR S10 BEAM
2 - 5/8" DIA. A307 HOOKED BOLTEMBED 6", FILL ALL CELLS BELOW BEAM BEARING
4"
6"
W8x15
#4 AT 48" O.C.
8" BOND BEAM W/2 - #4 BARS CONT.TYP.
4'-0"
6"
2 1/4"
GALVANIZED S10x35
2"X3/8"x0'-8" PLATE
3/16
3/16TYP.
4 - 5/8" A325 BOLTS2 3/4 GAGE FOR S10 BEAM
BURROUGH BRASUELL CORPORATION
VAN BUREN, AR 72956(479) 471-5227
Scale
Project No.
Date
Drawn by
Checked by
PR
OJE
CT
TIT
LE
NORTH
Sheet
CL
IEN
T
PR
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CT
AD
DR
ES
S
As indicated
8/5
/20
13
8:5
6:3
0 A
M
S301
PLA
TF
OR
M D
ET
AIL
S
E13-922
CO
NC
OR
D W
AS
TE
WA
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LA
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DIF
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TIO
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06/28/2013
J. RIORDAN
5825 A
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Van B
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n, A
R 7
2952
(NOT FOR CONSTRUCTIONREVIEW SUBMITTAL)
1" = 1'-0"1
TYPICAL SHEAR TAB
3/4" = 1'-0"2
TYP. DOUBLE SHEAR TAB TO COL. CONNECTION
3/4" = 1'-0"3
TYP. SHEAR TAB TO COL. & BRACE CONN.
3/4" = 1'-0"5
TYP. STAIR SECTION
1/2" = 1'-0"4
PLATFORM GRATING AND GUARDRAIL PLAN
Revision Schedule
No. Date Description
A 08/05/2013 Addendum A: Building Removal
06�28�2013
1" = 1'-0"6
HOIST BEAM TO MASONRY WALL CONNECTION
1" = 1'-0"7
HOIST BEAM TO LINTEL CONNECTION
A
A
DN
A
2.21.8
A.3
A.1
WALLWALL
WA
LL
WA
LL
1 3
B
8'-4" 3'-2" 8'-10" 8'-4 1/4"
19
'-0
"
7'-0"
7'-0"
7'-0"
7'-0"
19
'-0
"
7'-0"7'-0"
7'-0" 7'-0"6
" D
IA. S
CH
80
PV
C
6" DIA.SCH 80 PVC
6" DIA. SCH 80 PVC
6" LEVER GATE VALVE
6"
DIA
. S
CH
80
PV
C
6" LEVER GATEVALVE
6" DIA. SCH 80 PVC
6" TEE
10' FLEXIBLE HOSE DROPEACH SIDE
6" TEE
6" DIA.SCH 80 PVC
PIPE SUPPORT (TYP.) PIPE SUPPORT (TYP.)
PIPE SUPPORT (TYP.)PIPE SUPPORT (TYP.)
2'-0
1/2
"
1
S400
1
S401
3'-0"
3
S303
Sim3
S303
Sim
4
S303
Sim
4'-0"
5
S303
Sim
6" LEVER GATEVALVE
1
S3032
S303
4'-0
"
4"x2 1/2" DOWN SPOUT
S1
0X
35
MO
NO
RA
ILT
.O.S
. 8
'-0
AB
OV
E F
.F.
4"X4" 22 GAUGE KYNARCOATED GUTTER
18
'-0
"
10'-0"
BURROUGH BRASUELL CORPORATION
VAN BUREN, AR 72956(479) 471-5227
Scale
Project No.
Date
Drawn by
Checked by
PR
OJE
CT
TIT
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NORTH
Sheet
CL
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PR
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AD
DR
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S
1/4" = 1'-0"
8/5
/20
13
8:5
6:3
1 A
M
S302
PIP
E S
UP
PO
RT
AN
D R
OO
F P
LA
N
E13-922
CO
NC
OR
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DIF
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D W
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06/28/2013
J. RIORDAN
5825 A
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Van B
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n, A
R 7
2952
(NOT FOR CONSTRUCTIONREVIEW SUBMITTAL)
1/4" = 1'-0"1
SLUDGE DEWATERING GRAVITY PIPING PLAN
1/4" = 1'-0"3
SLUMP BLDG. ROOF PLAN
Revision Schedule
No. Date Description
A 08/05/2013 Addendum A: Building Removal
06�28�2013
A
PUMP BLDG. ROOF449'-4"
8" CMU BLOCK WALLWITH #4 @ 48" O.C.
8" BOND BEAM WITH2 - #4 BARS CONT.
TREATED 2X6s W/ 1/2" SIMPSON TITEN HDAT 24" O.C. EMBED 3 5/8" MINIMUM(COUNTERSINK HEAD) TYP.
#3 BARS W/ 180 DEGREE HOOKAT 12" O.C.
#3 BARS AT 12" O.C.EACH WAY
MINIMUM 3" POLYISOCYANURATE FIBERGLASS FACEDROOF INSULATION FULLY ADHERED - SLOPE ROOF
1/4":12" WITH TAPERED INSULATION (TYP.)
45 MIL SINGLE PLY HYPALON (SCPE) MECHANICALLY ATTACHEDAS REQUIRED BY THE MANUFACTURER FOR A WARRANTY
AND FM RATING AS REQUIRED BY THE OWNER (TYP.)
5"
3/4
"3
/4"
2'-6"
PUMP BLDG. ROOF449'-4"
8" CMU BLOCK WALLWITH #4 @ 48" O.C.
8" BOND BEAM WITH2 - #4 BARS CONT.
TREATED 2X6 W/ 1/2" SIMPSON TITEN HDAT 24" O.C. EMBED 3 5/8" MINIMUM(COUNTERSINK HEAD) TYP.
1/4:12 SLOPE
HORT. REINFORCEMENT AT16" O.C. VERTICAL (TYP.)
4"X4" 22 GAUGE KYNARCOATED GUTTER
2'-6"
#3 BARS W/ 180 DEGREE HOOKAT 12" O.C.
#3 BARS AT 12" O.C.EACH WAY
5"
3/4
"3
/4"
A
A
SECTION A-A
8"
1 1
/2"
5"
1 1
/2"
8"
1 1/2"5" 1 1/2"
1/2" A36 PLATE W/4 - 5/8" HILTI KWIK BOLT 3,GALVANIZED, EMBED 4"
2 1/2" STD PIPE
2" STD PIPE
3/16TYP.
8'-0
"
(TE
LE
SC
OP
E A
S N
EC
CE
SS
AR
Y)
VA
RIE
S
3'-9
1/2
"4
'-0
"2
1/2
"
W4x13
PIPE SUPPORT WITH U-BOLTCOOPER B-LINE PART B3090-6 OR EQUALCOVER U-BOLT WITH NEOPRENE SHEATHFINGER TIGHTEN AND DOUBLE NUT
3/16TYP.
3/16
3/16TYP.
3/16TYP.
3/16TYP.
2 1/2" STD. PIPE
2 1/2" STD. PIPE
L2x2x1/4
L2x2x1/4
1/4" PLATE
3/16
3/16TYP.
3/16TYP.
NOTES: METAL PIPE RACKS SHALL BE SHOP PRIMED AND PAINTEDWITH AQUAPON WB EPOXY COATING SYSTEM COLOR TO BEDETERMINED BY OWNER.
MIN
.
10
"
5"x5"x3/8" A36 PLATE(TYP.)
3'-0"
BASE PLATE PLAN
PIPE SIZE (SEE PLAN)
4 3
/4"
1 1
/4"
2 1
/4"
1 1
/4"
8"
1 1/4"5 1/2" 1 1/4"
1/2" A36 PLATE W/4 - 5/8" A325 BOLTS,GALVANIZED
PIPE SUPPORT WITH U-BOLTCOOPER B-LINE PART B3090-6 OR EQUALCOVER U-BOLT WITH NEOPRENE SHEATHFINGER TIGHTEN AND DOUBLE NUT
3/16
3/16TYP.
3/16TYP.
W8X10
NOTES: METAL PIPE RACKS SHALL BE SHOP PRIMED AND PAINTEDWITH AQUAPON WB EPOXY COATING SYSTEM COLOR TO BEDETERMINED BY OWNER.
BASE PLATE PLAN
2" STD PIPE (TYP.)
5"x5"x3/8" A36 PLATE(TYP.)
W4x13
3/16TYP.
3'-0
" M
AX
.
AS
RE
QU
IRE
D
PIPE SIZE (SEE PLAN)
A
A
A SECTION A-A
8"
1 1
/2"
5"
1 1
/2"
8"
1 1/2"5" 1 1/2"
1/2" A36 PLATE W/4 - 5/8" HILTI KWIK BOLT 3,GALVANIZED, EMBED 4"
PIPE SUPPORT WITH U-BOLTCOOPER B-LINE PART B3090-6 OR EQUALCOVER U-BOLT WITH NEOPRENE SHEATHFINGER TIGHTEN AND DOUBLE NUT
3/16
3/16TYP.
3/16TYP.
3/16TYP.
2 1/2" STD. PIPE
2 1/2" STD. PIPE
L2x2x1/4
L2x2x1/4
1/4" PLATE
3/16
3/16TYP.
NOTES:1. METAL PIPE RACKS SHALL BE SHOP PRIMED AND PAINTED WITH AQUAPONWB EPOXY COATING SYSTEM COLOR TO BE DETERMINED BY OWNER.2. LOCATE LADDER AS REQUIRED TO MANUALLY OPERATE LEVER GATEVALVES.
BASE PLATE PLAN
2 1/2" STD PIPE
2" STD PIPE
2'-6
"
4'-6"4'-6" 4'-0"
W4x13
2 C6x8.2 - 7/8" SPACERSAT 3'-0" O.C.
3/4" A325 ROD W/ SLIDE-RITECLEVIS HANGER COOPER B-LINEPART NO. B3100-6 OR EQUAL (TYP.)SPACE AS REQUIRED
W4x13
3/16TYP.
2 1/2" STD. PIPE
2 1/2" STD. PIPE
L2x2x1/4
L2x2x1/4
1/4" PLATE
3'-0"
4"
2'-6
"
2'-10"
3/16
3/16TYP.
W4x13
2-C6X8.2SPACED 7/8"
W4x13
3/8"x2" PL
1" SQUARE RUNGBY 2'-0" WIDEAT 12" O.C.VERTICALLY
3/8"x2" PL FIELDWELD TO PIPEEACH SIDE (TYP.)
8'-0
"V
AR
IES
1-1/2" HILTI KWIKBOLT 3, GALVANIZED,EMBED 3" EACH SIDE
1'-6
"
A
BURROUGH BRASUELL CORPORATION
VAN BUREN, AR 72956(479) 471-5227
Scale
Project No.
Date
Drawn by
Checked by
PR
OJE
CT
TIT
LE
NORTH
Sheet
CL
IEN
T
PR
OJE
CT
AD
DR
ES
S
3/4" = 1'-0"
8/5
/20
13
8:5
6:3
2 A
M
S303
RO
OF
ING
DE
TA
ILS
E13-922
CO
NC
OR
D W
AS
TE
WA
TE
R P
LA
NT
MO
DIF
ICA
TIO
NS
CO
NC
OR
D W
AT
ER
& W
AS
TE
WA
TE
R B
OA
RD
06/28/2013
J. RIORDAN
5825 A
lma H
ighw
ay
Van B
ure
n, A
R 7
2952
(NOT FOR CONSTRUCTIONREVIEW SUBMITTAL)
3/4" = 1'-0"1
PUMP BLDG. ROOF DETAIL
3/4" = 1'-0"2
PUMP BLDG. ROOF W/ GUTTER DETAIL
Revision Schedule
No. Date Description
A 08/05/2013 Addendum A: Building Removal
06�28�2013
AA
3/4" = 1'-0"3
TYPICAL PIPE SUPPORT
3/4" = 1'-0"4
TYPICAL PIPE SUPPORT ON BEAM
3/4" = 1'-0"5
END VALVE PIPE SUPPORT
A
BLDG. Finish Floor440'-6"
TOP OF EX. WALL443'-7"
TOP OF EX,FOOTING
437'-5"
21 3
59'-1 3/4"
58'-5 3/4"
WALL WALL WALL
8" 57'-9 3/4" 8"
4" 2'-6 9/16" 10'-0" 4'-0" 10'-0" 4'-8" 10'-0" 4'-0" 10'-0" 2'-7 1/4" 4"
4" 4"
1
S401
BURROUGH BRASUELL CORPORATION
VAN BUREN, AR 72956(479) 471-5227
Scale
Project No.
Date
Drawn by
Checked by
PR
OJE
CT
TIT
LE
NORTH
Sheet
CL
IEN
T
PR
OJE
CT
AD
DR
ES
S
3/8" = 1'-0"
8/5
/20
13
8:5
6:3
3 A
M
S400
FR
ON
T P
RO
CE
SS
ELE
VA
TIO
N
E13-922
CO
NC
OR
D W
AS
TE
WA
TE
R P
LA
NT
MO
DIF
ICA
TIO
NS
CO
NC
OR
D W
AT
ER
& W
AS
TE
WA
TE
R B
OA
RD
06/28/2013
J. RIORDAN
5825 A
lma H
ighw
ay
Van B
ure
n, A
R 7
2952
(NOT FOR CONSTRUCTIONREVIEW SUBMITTAL)
Revision Schedule
No. Date Description
A 08/05/2013 Addendum A: Building Removal
06�28�2013
3/8" = 1'-0"1
BUILDING ELEVATION
A
BLDG. Finish Floor440'-6"
TOP OF EX. WALL443'-7"
TOP OF EX,FOOTING
437'-5"
A
A.3A.1
PLATFORM T.O.S.448'-6"
BOT. OF PIPING451'-6"
B
1
S400
4'-3" 8'-0"
5'-0
"
6" SCH 80 PVC W/ SUPPORTSPACING AT 9'-0" MAX.
FLEXIBLE HOSE DROP10' LENGTH
FLOCULATION TEST TANK
24 YARD DUMPSTER
5'-0
"
2'-0 1/2"6" SCH 80 PVC W/ SUPPORTSPACING AT 9'-0" MAX.
42'-11 1/2"
8" 42'-3 1/2" 8"
43'-7 1/2"
4" 4"
WALL WALL
1/4" / 12"
BURROUGH BRASUELL CORPORATION
VAN BUREN, AR 72956(479) 471-5227
Scale
Project No.
Date
Drawn by
Checked by
PR
OJE
CT
TIT
LE
NORTH
Sheet
CL
IEN
T
PR
OJE
CT
AD
DR
ES
S
3/8" = 1'-0"
8/5
/20
13
8:5
6:3
4 A
M
S401
DE
WA
TE
RIN
G P
RO
CE
SS
CR
OS
S-S
EC
TIO
N
E13-922
CO
NC
OR
D W
AS
TE
WA
TE
R P
LA
NT
MO
DIF
ICA
TIO
NS
CO
NC
OR
D W
AT
ER
& W
AS
TE
WA
TE
R B
OA
RD
06/28/2013
J. RIORDAN
5825 A
lma H
ighw
ay
Van B
ure
n, A
R 7
2952
(NOT FOR CONSTRUCTIONREVIEW SUBMITTAL)
Revision Schedule
No. Date Description
A 08/05/2013 Addendum A: Building Removal
06�28�2013
3/8" = 1'-0"1
DEWATERING PROCESS CROSS-SECTION
A