construction documents - arkansas department of ... · construction documents and specifications...

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

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"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



8" 8"

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8"

1

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1/4" = 1'-0"1

SLUDGE DEWATERING BUILDING - DEMOLITION PLAN

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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

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80

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C

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6" LEVER GATE VALVE6" TEE

1

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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


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1/4" = 1'-0"1

SLUDGE DEWATERING GRAVITY PIPING PLAN

1/2" = 1'-0"2

PLATFORM PLAN

1" = 1'-0"3

CONTROL PANEL FUNCTIONS

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1SLUDGE DEWATERING BUILDING - 3D VIEW

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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

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"

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8 1

/16

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42

'-3

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"

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



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

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A

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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




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


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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



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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)


JOINT


SAW 1/8 TO 1/4" WIDEBY 2" DEEP SAWCUT

6"

10 MIL VAPORBARRIER

3/4" SMOOTH DOWEL,14" LONG AT 12" O.C.


8"


JOINT


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.


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


EXISTING CONCRETE WALL

WALL

USE 1/2" PREMOLD AND JOINT SEALENT

EX. GRADE


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


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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

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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

"


VAN BUREN, AR 72956(479) 471-5227

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Revision Schedule



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:


VAN BUREN, AR 72956(479) 471-5227

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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



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


VAN BUREN, AR 72956(479) 471-5227

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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



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"


VAN BUREN, AR 72956(479) 471-5227

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8/5

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PIP

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1/4" = 1'-0"1

SLUDGE DEWATERING GRAVITY PIPING PLAN

1/4" = 1'-0"3

SLUMP BLDG. ROOF PLAN

Revision Schedule



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


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"


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


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3/4" = 1'-0"1

PUMP BLDG. ROOF DETAIL

3/4" = 1'-0"2

PUMP BLDG. ROOF W/ GUTTER DETAIL

Revision Schedule



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


VAN BUREN, AR 72956(479) 471-5227

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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

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5825 A

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2952


Revision Schedule



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"


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


Revision Schedule



06�28�2013

3/8" = 1'-0"1

DEWATERING PROCESS CROSS-SECTION

A

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