a b b r e v i a t i o n s

A B B R E V I A T I O N S

℄

A B B R E V I A T I O N S A B B R E V I A T I O N S

S Y M B O L S S Y M B O L S S Y M B O L S L I N E T Y P E S

u u

W 12 IN

W 10 IN

W 8 IN

W 6 IN

W 4 IN

W 3 IN

W 2 IN

H A T C H I N G

SWESWERDS

2

VERTICAL SCALE:

PROJECT NO.

DATE:

04/16/21

00139-4100

DRAWN BY:CHECKED BY:APPROVED BY:

2 OF 6 SHEETS

HORIZONTAL SCALE:

SHEET NO.

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ENGINEERS-SURVEYORSwww.haengr.com

1004 STATE HWY. 16JERSEYVILLE, IL 62052P: (618) 498-6418F: (618) 498-6410

838 EAST McCORD STREETCENTRALIA, IL 62801P: (618) 533-6525F: (618) 533-6652

310A VISION DRIVECOLUMBIA, IL 62236P: (618) 281-8133F: (618) 281-8290

HENEGHAN &ASSOCIATES, P.C.

DESIGN FIRM NUMBERS:IL: 184-002692, EXPIRES APRIL 30, 2023MO: 001310, EXPIRES DECEMBER 31, 2021

1929 RICHARDSON ROADARNOLD, MO 63010P: (636) 464-3610F: (636) 464-2059

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ADD

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ADDITION

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ATG

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ADJUST TO GRADE

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AI

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AREA INLET

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AVE

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AVENUE

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BC

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BACK OF CURB

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BM

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BENCHMARK

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BK

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BOOK

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BLVD

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BOULEVARD

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BLDG

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BUILDING

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CENTERLINE

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CJ

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CONSTRUCTION JOINT

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CONC.

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CONCRETE

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CMP

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CORRUGATED METAL PIPE

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CF

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CUBIC FEET

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CY

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CUBIC YARDS

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CI

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CURB INLET

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DR

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DRIVE

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DI

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DUCTILE IRON

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ESMT

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EASEMENT

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EOA

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EDGE ASPHALT

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EOC

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EDGE OF CONCRETE

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ELEV./EL.

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ELEVATION

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EXIST./EX.

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EXISTING

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EJ

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EXPANSION JOINT

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FO

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FIBEROPTIC LINE

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FT

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FEET

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F&L

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FRAME AND LID

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FES

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FLARED END SECTION

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FB

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FLAT BOTTOM

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FLOWLINE

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GI

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GRATED INLET

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HDPE

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HIGH-DENSITY POLYETHYLENE PIPE

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IN

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INCHES

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INF

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INFLOW

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INV

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INVERT

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LA

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LANE

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LF

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LINEAL FOOT

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MAX

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MAXIMUM

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MH

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MANHOLE

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MJ

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MECHANICAL JOINT

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MIN

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MINIMUM

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N/F

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NOW AND FORMER

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NO

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NUMBER

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O/C

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OIL AND CHIP

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OE

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OVERHEAD ELECTRIC LINE

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PG

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PAGE

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PVMT

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PAVEMENT

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POC

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POINT OF COMMENCEMENT

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POB

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POINT OF BEGINNING

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PC

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POINT OF CURVATURE

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PI

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POINT OF INTERSECTION

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PROP./PR.

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PROPOSED

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PT

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POINT OF TANGENT

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PVC

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POLYVINYL CHLORIDE

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PE

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PRIVATE ENTRANCE

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PROPERTY LINE

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RR

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RAILROAD

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RCA

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REINFORCED CONCRETE ELLIPTICAL ARCH PIPE

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RCE

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REINFORCED CONCRETE ELLIPTICAL PIPE

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RCP

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REINFORCED CONCRETE PIPE

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ROW

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RIGHT OF WAY

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SAN

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SANITARY

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SF

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SQUARE FEET

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SY

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SQUARE YARDS

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STA

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STATION

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SWPP

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STORM WATER POLLUTION PREVENTION

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TBM

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TEMPORARY BENCHMARK

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TYP

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TYPICAL

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TOC

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TOP OF CURB

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TOA

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TOP OF ASPHALT

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TBA

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TO BE ABANDONED

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TBA&F

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TO BE ABANDONED AND FILLED

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TBR

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TO BE REMOVED

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TBR&R

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TO BE REMOVED AND REPLACED

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UIP

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USE IN PLACE

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VCP

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VITREOUS CLAY PIPE

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P

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L

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EXISTING

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PROPOSED

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AXLE

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BOLT

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BRASS MONUMENT

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CLENCHED PIPE

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CONCRETE MONUMENT

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CUT "X"

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DRILL ROD

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IRON PIN/PIPE

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R.O.W. MONUMENT

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RAILROAD SPIKE

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STONE

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TRAVERSE NAIL

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PROPERTY LINE

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AIR CONDITIONING UNIT

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BENCHMARK

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BOLLARD

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BUSH

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CABLE TV PEDESTAL

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DEADMAN

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DOUBLE POST SIGN

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FENCE POST

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MAILBOX

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SOIL BORING NO. 1

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SIGN

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SIGNAL

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AREA INLET (IDOT)

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CATCH BASIN (IDOT)

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CURB INLET (IDOT)

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INLET (TYPE A-B)

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INLET (TYPE F)

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INLET (TYPE G)

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INLET (OPEN)

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INLET (BEHIVE)

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INLINE INLET

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EXISTING

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PROPOSED

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STORM MANHOLE

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FLOW ARROW

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SANITARY MANHOLE

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CLEANOUT

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FLARED END SECTION

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TREE (DECIDUOUS)

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TREE (CONIFEROUS)

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STUMP

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STUMP (TBR)

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FIRE HYDRANT

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WATER VALVE

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WATER METER

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MONITORING WELL

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SPRINKLER

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WATER SPIGOT

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ELECTRIC PEDESTAL

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ELECTRIC TRANSFORMER

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LIGHT POLE

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POWER POLE

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GUY WIRE

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ELECTRIC METER

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ELECTRIC MANHOLE

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VAULT

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TELEPHONE PEDESTAL

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TELEPHONE MANHOLE

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TELEPHONE POLE

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FIBEROPTICS VAULT

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FIBEROPTICS WARNING SIGN

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EXISTING

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PROPOSED

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GAS METER

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GAS VALVE

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RAILROAD CROSS BUCK (IDOT)

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RAILROAD FLASHING SIGNAL (IDOT)

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RAILROAD LIGHTS AND ARM

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RAILROAD LIGHTS

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RAILROAD MASTING ARM (IDOT)

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RAILROAD SIGNAL W/MASTING ARM (IDOT)

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+

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P

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L

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P

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L

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A

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C

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C

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S

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c.o.

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W

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W

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W

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W

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S

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S

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WS

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E

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E

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E

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E

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E

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V

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V

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T

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T

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FOV

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G

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G

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G

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G

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R

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R

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R

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R

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R

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R

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R

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R

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EXISTING

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PROPOSED

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CENTERLINE

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CONCRETE ROADS & DRIVES

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600

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CONTOUR LINE

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600

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CULVERT (SIZE & MATERIAL)

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EASEMENT

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ELECTRIC

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OVERHEAD ELECTRIC

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ASPHALT ROADS & DRIVES

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FENCE

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DITCH FLOWLINE

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FLAG (GUTTER)

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GAS

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GRAVEL ROADS & DRIVES

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GUARD RAIL

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RIGHT OF WAY

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SIDEWALK

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SANITARY SEWER MAIN

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SANITARY SEWER LATERAL

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SANITARY FORCEMAIN

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SANITARY SERVICE

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EXISTING PROPERTY LINE

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SECTION LINE

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SECTION LINE (QUARTER)

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SETBACK

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GRADING LIMITS

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PERMANENT SEWER EASEMENT

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TEMPORARY CONSTRUCTION EASEMENT

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SILT FENCE

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STORM SEWER

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TELEPHONE

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OVERHEAD TELEPHONE

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FIBEROPTIC LINE

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TREE LINE

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WATER MAIN

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WATER SERVICE

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12" WATER MAIN

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10" WATER MAIN

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8" WATER MAIN

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6" WATER MAIN

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4" WATER MAIN

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3" WATER MAIN

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2" WATER MAIN

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EXISTING

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PROPOSED

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BUILDINGS/STRUCTURES

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CONCRETE

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ASPHALT

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GRAVEL

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RIPRAP

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PAVEMENT (TBR)

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B1

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NOT TO SCALE

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NOT TO SCALE

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PATH=s:\shared\clients\00139 - jersey county rwc\4100 - phase v system improvements\cad\dwg\general\elev tank plans\elev legend.dwg s:\shared\clients\00139 - jersey county rwc\4100 - phase v system improvements\cad\dwg\general\elev tank plans\elev legend.dwg PLOTTED: 4/6/2021 @ 8:53:12 AM BY shaw, roger4/6/2021 @ 8:53:12 AM BY shaw, roger @ 8:53:12 AM BY shaw, roger8:53:12 AM BY shaw, roger BY shaw, rogershaw, roger

W12

INW

12 IN

BY OTHERS:PROP 12'X16' CONTROLVALVE BUILDING

BY OTHERS:4'X6' CONCRETESPASH PAD

TANK OVERFLOWLOCATION

BY OTHERS:PROP 85 LF 12" PVCSDR 26 CL 200WATER MAIN

5'

5'

5'

BY OTHERS:PROP POINT OF CONNECTION12" X 12" TAPPING SLEEVEW/12" GATE VALVE

BY OTHERS:SLOPE TO DRAINTO RIPRAP DITCH

BY OTHERS:PROP 60' DIRECTIONAL BORE24" PVC, RESTRAINED JOINT,CL 200, SDR 21, CASING80', RESTRAINED JOINT 12" PVC,CL 200, SDR 21 WATER MAIN

BY OTHERS:12" GATE VALVE

BY OTHERS:12" GATE VALVE

5-14" FIRE HYDRANT

BY OTHERS:

108', 4" PVC DRAIN

PIPE @ 0.93%

CO

NTR

ACT

"L"

BYO

THER

S

SWESWEGRP

3

VERTICAL SCALE:

PROJECT NO.

DATE:

04/16/21

00139-4100


1"=15'

N/A





3 OF 6 SHEETS

HORIZONTAL SCALE:

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NO

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EXISTING EDGE OF FIELD

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n/f Michael J. & Lori J. Campion (DOC# 2011R38691)

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AIRPORT ROAD (60' W)

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BORE

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EDGE OF ROADWAY

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EX 12" WATER MAIN

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50' BUILDING LINE

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50' BUILDING LINE

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PATH=s:\shared\clients\00139 - jersey county rwc\4100 - phase v system improvements\cad\dwg\civil\elev tank plans\139-4100 airport road prop.tank site.dwg s:\shared\clients\00139 - jersey county rwc\4100 - phase v system improvements\cad\dwg\civil\elev tank plans\139-4100 airport road prop.tank site.dwg PLOTTED: 4/6/2021 @ 8:53:26 AM BY shaw, roger4/6/2021 @ 8:53:26 AM BY shaw, roger @ 8:53:26 AM BY shaw, roger8:53:26 AM BY shaw, roger BY shaw, rogershaw, roger

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0'

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30'

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SCALE: 1" = 15'

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15'

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15'

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N

SWESWEGRP

4

VERTICAL SCALE:

PROJECT NO.

DATE:

04/16/21

00139-4100


AS NOTED

N/A





4 OF 6 SHEETS

HORIZONTAL SCALE:

SHEET NO.


JER

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PLAN VIEW

ELEVATION VIEW250,000 GAL ELEVATED STORAGE TANK

INLET / OUTLET PIPE

PLAN VIEW DETAILOF THRUST BLOCKING


NO

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NS

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L

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8'-0''

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(MIN.)

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RISER

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EXHAUST FAN MANHOLE

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43' TANK DIAMETER

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VENT

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ROOF MANHOLE

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ROOF LADDER w/OSHA COMPLIANT SAFETY CLIMB DEVICE

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INSIDE TANK LADDER (SEE NOTE)

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BALCONY W/ HANDRAIL

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H.W.L. ELEVATION

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OVERFLOW

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L.W.L. ELEVATION

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25'-6" HEAD RANGE

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TOP OF FOUNDATION TO HIGH WATER LEVEL

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TOP OF FOUNDATION TO LOW WATER LEVEL

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ELEVATION

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RISER MANHOLE

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RISER LADDER (SEE NOTE)

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STAY RODS

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C FIRST RUNG

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BRACE RODS

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STRUTS

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TOWER LADDER w/OSHA COMPLIANT SAFETY CLIMB DEVICE

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TOWER LEG (SEE NOTE)

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OVERFLOW

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C INLET LINE

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L

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EXTERIOR TANK LADDER

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TOWER LADDER

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BALCONY MANHOLE

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VENT

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EXHAUST FAN MANHOLE

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BALCONY w/HANDRAIL

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ROOF MANHOLE

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1'-0''

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PLATE RING

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RISER

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STANDARD WEIGHT STEEL INLET/OUTLET PIPE

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CEMENT-LINED D.I. BASE ELBOW (M.J. x M.J.) W/UFR 1400

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THRUST BLOCK (SEE PLAN VIEW DETAIL) POUR AFTER BASE ELBOW IS INSTALLED

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DOWELS (SEE ELEVATION FOR EXTENSION INTO FOOTING)

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INLET

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NOTE: CENTER PIER FOUNDATION DIMENSIONS AND CONCRETE REINFORCEMENT REQUIREMENTS SHALL BE DETERMINED BY TANK CONTRACTOR.

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PATH=s:\shared\clients\00139 - jersey county rwc\4100 - phase v system improvements\cad\dwg\civil\elev tank plans\elev tank plan sht.dwg s:\shared\clients\00139 - jersey county rwc\4100 - phase v system improvements\cad\dwg\civil\elev tank plans\elev tank plan sht.dwg PLOTTED: 4/6/2021 @ 8:53:30 AM BY shaw, roger4/6/2021 @ 8:53:30 AM BY shaw, roger @ 8:53:30 AM BY shaw, roger8:53:30 AM BY shaw, roger BY shaw, rogershaw, roger

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NOTES: DESIGN: TANK AND TOWER SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH AWWA D100-11 AND PROJECT SPECIFICATIONS. WIND LOAD:BY TANK MANUFACTURER'S ILLINOIS STRUCTURAL ENGINEER BY TANK MANUFACTURER'S ILLINOIS STRUCTURAL ENGINEER SNOW LOAD:BY TANK MANUFACTURER'S ILLINOIS STRUCTURAL ENGINEER BY TANK MANUFACTURER'S ILLINOIS STRUCTURAL ENGINEER SEISMIC ZONE:BY TANK MANUFACTURER'S ILLINOIS STRUCTURAL ENGINEER BY TANK MANUFACTURER'S ILLINOIS STRUCTURAL ENGINEER MATERIALS: STEEL PLATE: ASTM A283 GR. C / A36 STRUCTURAL STEEL SHAPES: ASTM A36 BRACE RODS AND STAY RODS: ASTM A36 LADDER RUNGS: ASTM A706 GENERAL: - ACCESSORIES SHOWN ON ELEVATION DRAWING ARE ROTATED FOR CLARITY. - ALL HANDRAILS, PLATFORM LANDINGS, WALKWAYS, LADDERS, AND SAFETY CLIMB DEVICES SHALL CONFORM WITH CURRENT OSHA STANDARDS. - SEE PROJECT SPECIFICATIONS FOR SHOP AND FIELD PAINT REQUIREMENTS. - STERILIZE TANK IN ACCORDANCE WITH AWWA C652-19 AND PROJECT SPECIFICATIONS. - FOR TANKS LOCATED IN REGIONS WHERE FREEZING CONDITIONS MAY OCCUR CONSIDERATION SHALL BE GIVEN TO OMISSION OF INSIDE TANK LADDER. - NUMBER OF TOWER LEGS PER MANUFACTURER'S STANDARD DESIGN.

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NO SCALE

SWESWEGRP

5

VERTICAL SCALE:

PROJECT NO.

DATE:

04/16/21

00139-4100


AS NOTED

N/A





5 OF 6 SHEETS

HORIZONTAL SCALE:

SHEET NO.


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CENTER PIER PLAN

SECTION THRU CENTER PIER(PIPING NOT SHOWN)

PEDESTAL SECTION

COLUMN PIER PLAN

COLUMN PIER ELEVATION


NO

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C OF RISER

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L

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ANCHOR BOLT CIRCLE

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INLET

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THRUST BLOCK (SEE DETAIL)

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ANCHOR BOLTS

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L

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C OF RISER

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DIAGONAL BARS

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C INLET

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L

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(SEE NOTE)

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(SEE NOTE)

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ELEVATION

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7''

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(SEE NOTE)

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FOOTING REINFORCEMENT (SEE NOTE)

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3'' CL.

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ROUGHENED CONSTRUCTION JOINT (TYP)

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1 1/2'' CL. TYP

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WALL REINFORCEMENT (SEE NOTE)

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1'' CHAMFER

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TOP SLAB REINFORCEMENT (SEE NOTE)

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(4) ANCHOR BOLTS

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2'' CL.

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ANCHOR BOLTS w/NUTS

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7''

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FINISHED GRADE

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1 1/2'' CL.

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ELEVATION

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(SEE NOTE)

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3'' CL. (TYP.)

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3'' CL.

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FOOTING REINFORCEMENT (SEE NOTE)

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ROUGHENED CONSTRUCTION JOINT

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1'' CHAMFER

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C. PEDESTAL, FOOTING AND ANCHOR BOLTS

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ANCHOR BOLTS

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L

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(SEE NOTE)

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(SEE NOTE)

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HORIZONTAL TIES

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VERTICAL BARS

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1 1/2'' CL.

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NOTES: FOUNDATION DESIGN WILL BE THE RESPONSIBILITY OF THE TANK CONTRACTOR. PEDESTAL AND FOOTING DIMENSIONS AND CONCRETE REINFORCEMENT SHALL BE DETERMINED BY THE TANK CONTRACTOR. FOUNDATION CONSTRUCTION SHALL COMPLY WITH AWWA D100-11, A.C.I. 318-99, A.C.I. 301-96 AND APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS AND THE PROJECT SOILS REPORT. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI @ 28 DAYS. REINFORCEMENT SHALL CONFORM TO A.S.T.M. A615 GR. 60. CONSTRUCTION JOINTS SHALL BE ROUGHENED ACROSS ENTIRE FACE WITH 1/4'' MINIMUM DEPTH INDENTATIONS. THE TOP OF CONCRETE FOR ALL PIERS INCLUDING THE CENTER PIER SHALL BE LEVEL AND SHALL BE THE SAME ELEVATION (UNLESS OTHERWISE NOTED BY A SPECIFIED ELEV.) WITH A MAXIMUM DIFFERENTAL OF (+-) 1/4''. ANCHOR BOLTS SHALL BE PLACED WITHIN (+-) 1/8'' OF THE PLAN DIMENSIONS AT THE TOP OF THE CONCRETE, PLUMB WITHIN 1/4'' IN 12'' AND EXTEND WITHIN 1/2'' OF THE SPECIFIED PROJECTION ABOVE THE TOP OF THE FOUNDATION.

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PATH=s:\shared\clients\00139 - jersey county rwc\4100 - phase v system improvements\cad\dwg\civil\elev tank plans\elev tank plan sht.dwg s:\shared\clients\00139 - jersey county rwc\4100 - phase v system improvements\cad\dwg\civil\elev tank plans\elev tank plan sht.dwg PLOTTED: 4/6/2021 @ 8:53:32 AM BY shaw, roger4/6/2021 @ 8:53:32 AM BY shaw, roger @ 8:53:32 AM BY shaw, roger8:53:32 AM BY shaw, roger BY shaw, rogershaw, roger

TANK NOTES:

DESIGN:

TANK AND SUPPORT STRUCTURE SHALL BE DESIGNED, FABRICATED AND ERECTED INACCORDANCE WITH AWWA D100-11 AND THE PROJECT SPECIFICATIONS.

WIND LOAD: SNOW LOAD: SEISMIC ZONE:

TANK ERECTOR SHALL GROUT UNDER BASE PLATE RING.

MATERIALS:

STEEL PLATE: ASTM A283 GR.C / A36 STRUCTURAL STEEL SHAPES: ASTM A36 LADDERRUNGS: ASTM A706

GENERAL:

- ACCESSORIES SHOWN ON ELEVATION DRAWING ARE ROTATED FOR CLARITY.

- ALL HANDRAILS, PLATFORM LANDINGS, WALKWAYS, LADDERS, AND SAFETY CLIMBDEVICES SHALL CONFORM WITH CURRENT OSHA STANDARDS.

- SEE PROJECT SPECIFICATIONS FOR SHOP AND FIELD PAINT REQUIREMENTS.

- STERILIZE TANK IN ACCORDANCE WITH AWWA C652-19 AND PROJECTSPECIFICATIONS.

- FOR TANKS LOCATED IN REGIONS WHERE FREEZING CONDITIONS MAY OCCUR,CONSIDERATION SHALL BE MADE TO ROUTE OVERFLOW PIPE INSIDE ACCESSTUBE AND OMIT INSIDE TANK LADDER.

FOUNDATION SECTION ''A-A''

PLAN VIEW

FOUNDATION NOTES

- FOUNDATION CONSTRUCTION SHALL COMPLY WITH A.C.I.318-99, A.C.I. 301-96, AWWA D100-11, AND APPLICABLESECTIONS OF THE PROJECT SPECIFICATIONS AND THEPROJECT SOILS REPORT.

- FOUNDATION DESIGN WILL BE THE RESPONSIBILITY OF THETANK CONTRACTOR

- RINGWALL AND FOOTING DIMENSIONS AND CONCRETE REINFORCEMENT SHALL BE DETERMINED BY THE TANK CONTRACTOR.

- CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 P.S.I.AT 28 DAYS. REINFORCEMENT SHALL CONFORM TO ASTMA615 GR. 60.

- CONSTRUCTION JOINTS SHALL BE ROUGHENED ACROSSENTIRE FACE WITH 1/4'' MINIMUM DEPTH INDENTATIONS.

- THE TOP OF THE RINGWALL SHALL BE LEVEL WITHIN (±) 1/8''IN 30' WITH A MAXIMUM DIFFERENTIAL OF (±) 1/4'' BETWEENANY TWO POINTS ON THE CIRCUMFERENCE

- ANCHOR BOLTS SHALL BE PLACED WITHIN 1/8'' OF THEPLAN DIMENSIONS, PLUMB WITHIN 1/4'' IN 12'' AND EXTENDABOVE THE TOP OF FOUNDATION TO WITHIN 1/2'' OF THESPECIFIED PROJECTION.

- PROVIDE 1/2'' THICK EXPANSION JOINT MATERIAL BETWEENFLOOR AND WALL AND AT ALL PIPING PENETRATIONS.

SWESWEGRP

6

VERTICAL SCALE:

PROJECT NO.

DATE:

04/16/21

00139-4100


AS NOTED

N/A

6 OF 6 SHEETS

HORIZONTAL SCALE:

SHEET NO.

JER

SEY

CO

UN

TY R

UR

AL W

ATER

CO

MPA

NY

MAD

ISO

N C

OU

NTY

, ILL

INO

IS

NO

.D

ATE

REV

ISIO

NS

PED

ESTA

L TA

NK

DET

AILS

-AL

TER

NAT

E BI

DPE

DES

TAL

WAT

ER S

TOR

AGE

TAN

K

PHAS

E V

SYST

EM IM

PRO

VEM

ENTS

250,000 GALLON PEDESTAL TANK DETAIL250,000 GALLON PEDESTAL TANK FOUNDATION DETAILS














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ACCESS TUBE HATCH

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ACCESS TUBE

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ROOF HATCH

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VENT

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OVERFLOW PIPE

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ACCESS TUBE LADDER

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INSIDE TANK LADDER

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(SEE NOTES)

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SMOOTH TRANSITION SECTION

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INLET/OUTLET PIPE

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PLATFORM

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PEDESTAL

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BASE CONE

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OVERFLOW SPLASH PAD

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PERSONNEL DOOR

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BASE ELBOW

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CONCRETE FOUNDATION

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CONDENSATE CEILING

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EXPANSION JOINT

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BASE CONE LADDER

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PEDESTAL LADDER

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OVERFLOW WEIR BOX

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TANK ACCESS MANHOLE

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%%UELEVATION

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TANK DIAMETER = 43.67'

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TOP OF FOUNDATION TO HIGH WATER LEVEL

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TOP OF FOUNDATION TO LOW WATER LEVEL

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HEAD RANGE = 31'

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H.W.L. ELEVATION = 153'

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L.W.L. ELEVATION

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ELEVATION 0.00

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BASE CONE DIAMETER

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(SEE NOTES)

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COMPRESSION COUPLING

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ROOF HANDRAIL

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BY TANK MANUFACTURER'S ILLINOIS STRUCTURAL ENGINEER BY TANK MANUFACTURER'S ILLINOIS STRUCTURAL ENGINEER BY TANK MANUFACTURER'S ILLINOIS STRUCTURAL ENGINEER

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TYP.

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1'' CHAMFER

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ANCHOR BOLT

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L

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ROUGHENED CONSTRUCTION

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3''

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CL.

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''A''

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ANCHOR BOLTS

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OUTSIDE DIAMETER OF FOOTING

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OUTSIDE DIAMETER OF RINGWALL

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DIAMETER OF ANCHOR BOLT CIRCLE

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INSIDE DIAMETER OF RINGWALL

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INSIDE DIAMETER OF FOOTING

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C TANK

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L

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7''

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2'' CL.

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ELEVATION

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RAD. TO C OF TANK

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STANDARD WEIGHT STEEL PIPE

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CONCRETE SPLASH PAD

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(LOCATE IN FIELD TO SUIT)

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OF TANK & INLET

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INLET

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JOINT

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PIPE SLEEVE

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CONCRETE THRUST BLOCK TO BE

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POURED AFTER BASE ELBOW

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IS INSTALLED

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C

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L

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N

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(NUMBER AND SIZE DETERMINED

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BY TANK CONTRACTOR)

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6'' CONCRETE FLOOR

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CEMENT-LINED D.I. BASE

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ELBOW (M.J. x M.J.)

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PIPE SLEEVE

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SLEEVES FOR CONDUIT

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THRUST BLOCK

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(SEE NOTE)

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EXPANSION JOINT MATERIAL

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MINIMUM COVER

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''A''

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6x6/W2.9xW2.9 WWF

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RINGWALL REINFORCEMENT

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(SEE NOTES)

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FOOTING REINFORCEMENT

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(SEE NOTES)

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W/UFR 1400

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PATH=s:\shared\clients\00139 - jersey county rwc\4100 - phase v system improvements\cad\dwg\civil\ped tank\ped tank details.dwg s:\shared\clients\00139 - jersey county rwc\4100 - phase v system improvements\cad\dwg\civil\ped tank\ped tank details.dwg PLOTTED: 4/6/2021 @ 8:53:39 AM BY shaw, roger4/6/2021 @ 8:53:39 AM BY shaw, roger @ 8:53:39 AM BY shaw, roger8:53:39 AM BY shaw, roger BY shaw, rogershaw, roger

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SCALE: NONE

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SCALE: NONE

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