BB_Pump_Stations_ADV_Plans_split_Part9.pdf

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THE CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS INDICATE THE MAXIMUM PERMISSIBLE HEIGHTS OF CONCRETE LIFTS.

GENERAL REGULATIONS AND DESIGN LOADS

GENERAL REGULATIONS:

CONSTRUCTION JOINTS:

DESIGN LOADS:

REINFORCEMENT

SMALLER LIFTS MAY BE PLACED IF APPROVED BY THE CONTRACTING OFFICER. CONTRACTOR MAY SUBMIT ALTERNATE

PUMP STATION BASE SLAB - TOP = 4"

BOTTOM = 4"

PUMP STATION WALLS - BOTH FACES = 4"

FROM 3" TO 6" FROM JOINT, SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.

SEQUENCE OF CONSTRUCTION. AT CONSTRUCTION JOINTS, FIRST AND LAST REINFORCEMENT HORIZONTAL BAR SHALL BE PLACED

LATERAL EARTH PRESSURES - APPLICABLE SOIL PRESSURES BASED ON THE FOLLOWING SOIL PROPERTIES

REGULATIONS:

STRENGTH AND TYPE:

ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM COMPRESSIVE STRENGTH (f’c) of 4000 PSI AT 28 DAYS.

CHAMFERS:

FINISHES:

CONCRETE

SEISMIC:

" UNLESS OTHERWISE NOTED.4

CHAMFER ALL EDGES OF BEAMS, WALLS, AND SLABS EXPOSED TO VIEW

- EM 1110-2-2104, STRENGTH DESIGN FOR REINFORCED CONCRETE HYDRAULIC STRUCTURES, 20 AUG. 2003.

ELEVATED FLOOR SLABS AND BEAMS - TOP, BOTTOM AND SIDES = 2"

COMPACTED PERVIOUS BACKFILL :

- SEE SPECIFICATIONS FOR FINISH REQUIREMENTS FOR ALL CONCRETE SURFACES.

- UNFORMED SURFACE FINISH REQUIREMENTS:

BROOM FINISH - EXTERIOR ELEVATED WALKWAY SLABS, ALL SLAB-ON-GRADES

FLOAT FINISH - INTERIOR PUMP STATION OPERATING FLOOR

REGULATIONS:

- ANCHOR BOLTS - ASTM A307

- HIGH STRENGTH BOLTS - ASTM A325

- ALL ROLLED SECTIONS AND PLATE UNLESS NOTED OTHERWISE - ASTM A36.

- ALL ROLLED WIDE FLANGE SHAPES - ASTM A992.

STRUCTURAL STEEL

MISCELLANEOUS

- WELDING ELECTRODES - E70XX, ALL TYPES OF WELDS

- STEEL H-PILE - ASTM A572, GRADE 50

MATERIAL:

- STEEL PIPE - ASTM A53, TYPE E OR S, GRADE B

FOR THE PROJECT.

ANCHORAGE DETAILS AND LOCATIONS ASSOCIATED WITH STANDARD ARTICLES, WITH ACTUAL ITEMS FURNISHED

- VERIFY DIMENSIONS OF OPENINGS IN SLABS AND WALLS, AND ASSOCIATED SURROUNDING CONSTRUCTION, AND

SHORED AND BRACED TO WITHSTAND LATERAL SOIL PRESSURES UPON APPROVAL OF THE CONTRACTING OFFICER.

BEEN PLACED AND THE SPECIFIED COMPRESSIVE STRENGTH HAS BEEN ATTAINED OR WALLS HAVE BEEN PROPERLY

- BACKFILL AROUND PUMP STATION WALLS SHALL NOT BE PLACED UNTIL OPERATING FLOOR SLAB CONCRETE HAS

PRESSURES.

AND APPROVED. BACKFILL SHALL BE PLACED EVENLY AROUND STRUCTURES TO AVOID UNEQUAL LATERAL

- BACKFILLING AROUND STRUCTURES SHALL NOT BEGIN UNTIL CONSTRUCTION BELOW GRADE HAS BEEN INSPECTED

TYPICAL JOINT DETAILS

ABBREVIATIONS

ALTERNATE

BEAM

BOTTOM

BEARING

BENT

CENTER TO CENTER

CAST IRON PIPE

CONSTRUCTION JOINT

CENTERLINE

CLEAR

CONCRETE

CONTINUOUS

CENTERED

DETAIL

DIMENSION

DRAWING

DOWEL

EACH

EACH FACE

ELEVATION

EQUALLY SPACED

FLOOR

FAR SIDE

GALVANIZED

HORIZONTAL

HIGH POINT

HEIGHT

INSIDE DIAMETER

LEFT HAND

JOINT

LOW POINT

MAXIMUM

MINIMUM

MANUFACTURER

PLATE

NUMBER

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPENING

OPPOSITE

POUNDS PER SQUARE INCH

RADIUS

REINFORCED CONCRETE PIPE

REINFORCEMENT

REQUIRED

RIGHT HAND

SCHEDULE

SECTION

SPECIFICATION

SQUARE

STAINLESS STEEL

STANDARD

THREAD

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

WORKING POINT

YIELD POINT

FLANGE

ADD’L. ADDITIONAL

FLOOR DRAIN

TOP OF SLAB

ANCHOR BOLT

CONTRACTION

DOWNSTREAM

EXPANSION

UPSTREAM

FIBER REINFORCED PLASTIC

CMP

CONST.

CORRUGATED METAL PIPE

CONNECTION

CONSTRUCTION

EXIST EXISTING

W/ WITH

DIAMETER

A.B.

CONN.

Y.P.

W.P.

VERT.

US

UNO

TYP.

T/S

THD.

STD.

S.S.

SQ.

SPEC.

SECT.

SCHED.

R.H.

REQ’D.

REINF.

RCP

RAD.

PSI

OPP.

OPNG.

O.D.

O.C.

NTS

NO.

MFR.

MIN.

MAX.

L.P.

JT.

L.H.

HT

H.P.

I.D.

GALV.

FS

FRP

FLG.

FL.

F.D.

EXP.

EQ. SPC.

E.F.

EA

DWL.

DWG.

DIM.

DS

DET.

CTRD.

CONTR.

CONT.

CONC.

CL

C.J.

C.I.P

C.C.

BT

BRG.

BOT.

BM.

ALT.

EW EACH WAY

FAR FACE

HD. HEADED

LG LONG

NEAR FACE

NS NEAR SIDE

T&B TOP AND BOTTOM

HORIZ.

NPS NOMINAL PIPE SIZE

SYMM. SYMMETRICAL

EL.

THICKTHK.

F.F.

N.F.

DIA.

GENERAL STRUCTURAL NOTES

115 MPH

0.072g OPERATING BASIS EARTHQUAKE

0.212g MAXIMUM DESIGN EARTHQUAKE

- BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-14.

- ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

- EM 1110-2-2906, DESIGN OF PILE FOUNDATIONS, 15 JAN 91.

- EM 1110-2-2502, RETAINING AND FLOOD WALLS, 29 SEP 89.

- EM 1110-2-2100, STABILITY ANALYSIS OF CONCRETE STRUCTURES, 1 DEC 2005.

- EM 1110-2-2902, CONDUITS, CULVERTS AND PIPES, 31 MAR 1998.

- EM 1110-2-3104, STRUCTURAL AND ARCHITECTURAL DESIGN OF PUMP STATIONS, 30 JUN 89.

- ETL 1110-2-584, DESIGN OF HYDRAULIC STEEL STRUCTURES, 30 JUN 2014.

- AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION.

UNLESS OTHERWISE NOTED.

- ELEVATIONS SHOWN ARE REFERENCED FROM THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D) 1988, WELDING CODE AWS D1.5, UNLESS OTHERWISE NOTED.

- WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY BRIDGE

- ALL TRASH RACK STEEL- ASTM A709

ALL REINFORCEMENT SHALL HAVE THE FOLLOWING CLEAR CONCRETE COVER UNLESS SHOWN OTHERWISE:

BENDING AND PLACEMENT OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH "ACI DETAILING MANUAL - 2004, SP-66(04).

WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND OTHER OBSTRUCTIONS.

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, BARS MAY BE SHIFTED SLIGHTLY OR BENT IN THE FIELD

THE SMALLER BAR.

WHERE BARS HAVING DIFFERENT DIAMETERS ARE TO BE SPLICED, THE SPLICE LENGTH SHALL BE GOVERNED BY

ALL HOOKS NOT NOTED ARE STANDARD HOOKS IN ACCORDANCE WITH ACI 318-14.

REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.

LENGTH

EMBEDMENT

LAP LENGTH

MINIMUM

SIZES

BAR

BARS

TOP**

BARS

TOP**

BARS

OTHER

BARS

OTHER

#3

#4

#5

#6

#7

#8

#9

#10

#11

EMBEDMENTS AND LAPS

TABLE OF REINFORCEMENT

CONCRETE IS CAST BELOW THE BAR.

SO THAT MORE THAN 12" OF FRESH

TOP BAR IS DEFINED AS ANY BAR PLACED

THE VALUES IN THE TABLE MAY BE

SPACED LATERALLY AT 6" ON CENTERS

WITH AT LEAST 3" CLEAR COVER, BUT

VALUES SHALL NOT BE LESS THAN 12".

LENGTH

EMBEDMENT

LAP LENGTH

MINIMUM

SIZES

BAR

BARS

TOP**

BARS

TOP**

BARS

OTHER

BARS

OTHER

#3

#4

#5

#6

#7

#8

#9

#10

#11

AREAS WHERE REINFORCEMENT IS

1915 25

25 2532

31 3124 41

37 3729 49

54 5442 71

62 6248 81

70 7054 91

79 7961 102

87 8767 114

MODIFIED BY MULTIPLYING BY 0.8 IN

WIND SPEED:

CONTROL JOINT

SURCHARGE/ LIVE LOAD = 300 PSF

SOIL WT = 125 PCF

Ø= 35 DEG. C = 0 PSF

WITH SEALANT.

PLACEMENT. FILL JOINT

AFTER CONCRETE

" SLOT 4 TO 12 HRS 4

1SAW

SLAB REINF.

2ND POUR

"H)4 1(MIN. 1"Wx

WATERSTOP

HYDROPHILIC

REINF.

CONTINUOUS

1ST POUR

C.J. LOCATION

CONSTRUCTION JOINT

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IDENTIFICATION

SHEET

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P R fiof Engineers

US Army Corps

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