murrells inlet elevated water storage tank

GEORGETOWN COUNTY WATER AND SEWER DISTRICT

MURRELLS INLET, SC

MURRELLS INLET ELEVATED

WATER STORAGE TANK

SRF PROJECT NUMBER: 2220010-01

DATE: JUNE 2019

LOCATION MAP

NOT TO SCALE

RELEASE FOR BID

HAZEN AND SAWYER

1122 LADY STREET, SUITE 1230

COLUMBIA, SOUTH CAROLINA 29201

LICENSE No.: C00638

SCALE 1" = 1000'

5001000 0 1000'

·

·

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·

·

·

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WATER STORAGE TANK

GEORGETOWN COUNTY WATER &

SEWER DISTRICT

31230-005

01

JUNE 2019

K BAIR

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



LICENSE No.: C00638

0REGULATORY REVIEW JUN 2019 HAZEN

1INCORPORATED COMMENTS DEC 2019 HAZEN

2RELEASE FOR BID DEC 2019 HAZEN

K BAIR

A DRIESSEN

G01

GENERAL

GENERAL NOTES

--

ADDL ADDITIONAL

UNO UNLESS NOTED OTHERWISE

PT

PTN

POINT OF TANGENT / POINT

PARTITION

POLYESTER LAMINATE

FIBERGLASS REINFORCEDFRP

FIREPROOFFPRF

WALL PENETRATING TYPEWPT

WI WROUGHT IRON

WP WATERPROOF

VWC VINYL WALL COVERING

VAT VINYL ASBESTOS TILE

TPS TWISTED PAIR SHIELDED

REMOTE TERMINAL UNITRTU

RESTRAINED JOINTRJ

HORZ HORIZONTAL

AIR CONDITIONING

HEATING,VENTILATION AND HVAC

MILLION GALLONSMG

MLDG MOLDING

PC POINT OF CURVE / PIECE

FLEXIBLEFLEX

CENTER TO CENTERC/C

CLOSET / CARPET / CHANNELC

BOLTBT

ABOVE FINISHED FLOORAFF

POLYVINYL CHLORIDE

PLUG VALVE

POTABLE WATER

PAVEMENT

QUANTITY

RADIUS / RISER

ROAD/ROOF DRAIN

REMOVE

RECTANGULAR

REINFORCING

REGISTER

REFERENCE

REDUCER

RECEPTACLE

RECIRCULATION

REINFORCED CONCRETE PIPE

PV

PW

R

RD

PVC

PVMT

QTY

REG

REM

REINF

REF

RED

RECT

RECP

RECIR

RCP

REVISE

ROOFING

ROOM

ROOF

RIGHT

ROUND

RAW WATER

RAILROAD

REVOLUTIONS PER MINUTE

ROUGH OPENING

RESTRAINED

SEWER

SERVICE

SECTION

SHEET

SQUARE FEET

RIGHT OF WAY

SCHEDULE

SANITARY

SOUTH/SLOPE

SURVEY BASELINE

RM

RF

RO

RW

RT

RR

S

SF

RND

R/W

RPM

SHT

SEW

SERV

SECT

SCH

SAN

RFG

REV

SBL

REST

SQUARE

STATION

STREET

STAINLESS STEEL

STANDARD

SPECIFICATION

STEEL JOIST

SQUARE INCH

SANITARY SEWER

STIRRUP

STEEL

SUPPLY

SUSPENDED

SUPERINTENDENT

SYMMETRICAL

SIDE WATER DEPTH

SURFACE

STRUCTURAL

STORAGE

SUBSTITUTE

SJ

SQ

SS

STD

ST

SST

SUPT

SYM

SWD

SUSP

SUR

STR

STL

STIR

STG

STA

SUB

SUP

SPEC

SI

SIM SIMILAR

REQD REQUIRED

ANCHOR BOLT

FOOTING / FITTING

GALLON

GAUGEGA

GAL

FLXC

F&G

F&C

G

FURR

FTG

GLASS

GYPSUM

GRADE

GEN

GL

GI

GW

GR

GYP

GWF

GWB

GV

GPM

GC

GALV

ARCHITECTURAL

APPROXIMATE

ALTERNATE

ALLOWANCE / ALLOWABLE

ALUMINUM

AGGREGATE

ADJUSTABLE

AREA DRAIN

ALTERNATING CURRENT / ASBESTOS CEMENT

ACOUSTIC TILE

BOARD

BORING

ASBESTOS

ASPHALT TILE

ASPHALT

BITUMINOUS

BUTTERFLY VALVE

BOTTOM OF FITTING ELEVATION

AB

AD

AC

AL

AT

BD

B

ASPH

ASB

ARCH

APPROX

ALT

ALLOW

AGGR

ADJ

BITUM

BFV

BFE

ACT

HEXAGONAL

HEATER

HM

HW

HP

HDW

HWY

HWL

HTR

HPT

HEX

H

IRON

INCLUDED

INVERT

INCH

I

IF

ID

INF

INV

INT

INS

IN

INCL

HYD

BOTTOM

BLOCK

BRONZE

BRICK

BEARING

BACK OF CURB

BUILT-UP ROOFING

BASEMENT

BENCH MARK

BUILDING

CABINET

CEMENT

CONSTRUCTION EASEMENT

CENTER LINE / CHLORINE

CAST IRON PIPE

CAST IRON / CUBIC INCHES

CUBIC FEET PER MINUTE

CERAMIC

CATCH BASIN

BALL VALVE

JOIST

JOINT

LENGTH / ANGLE

LATERAL

J

JT

JB

L

LA

LAM

LAB

JCT

LAT

LONG

LIGHTING

LOUVER

LIGHT

LF

LB

LLH

LL

LG

LP

LT

LVR

LTG

LPT

LLV

LAV

CEILING

CLEAR

COLUMN

CONCRETE MASONRY UNIT

CONTINUOUS

CONTRACTOR

CONSTRUCTION

CONCRETE

CLEANOUT

CORRUGATED METAL PIPE

CAULKING

COURSE

COPPER

CHECK VALVE

CUBIC YARD

CUBIC FEET

CONTROL JOINT

CERAMIC TILE

CONCRETE PLANK

CORRIDOR

CORPORATION

BM

CE

CB

CI

CIP

BV

CO

CP

CT

CU

CV

CY

CF

CTJ

CRS

CORR

CORP

CONTR

CONT

CONST

CONC

COL

CMU

CMP

CLR

CLKG

CLG

CFM

CER

CEM

CAB

BOC

BUR

BSMT

BRZ

BRK

BRG

BOT

BLK

BLDG

CL

BL BASELINE / BUILDING LINE

LIGHT POLE

LINEAR FEET

GUY WIRE

LINE AHEAD

GLAZED WALL FINISH

GYPSUM WALL BOARD

GATE VALVE

GALLONS PER MINUTE

GALVANIZED IRON

GENERATOR

GENERAL CONTRACTOR

GALVANIZED

HORSEPOWER

HYDRAULIC

HIGHWAY

HIGH WATER LEVEL

HOT WATER

HIGH POINT

HOLLOW METAL

HEIGHT

HARDWARE

INTERIOR

INSULATION

INFLUENT

INSIDE FACE

INSIDE DIAMETER

LOW POINT

LONG LEG VERTICAL

LONG LEG HORIZONTAL

LIVE LOAD

POUND / LINE BACK

LAVATORY

LAMINATED

LABORATORY

FLEXIBLE CONNECTION

FRAME AND GRATE

FRAME AND COVER

JUNCTION

JUNCTION BOX

GAS / GAS LINE

FURRING / FURRED

TREAD

TERRAZZO

TEMPERATURE / TEMPORARY

TELEPHONE

STORM/SITE DRAIN

TECHNICAL

SWITCHBOARD

TANGENT

TOTAL DYNAMIC HEAD

TEMPORARY BENCH MARK

THICK

TYPICAL

TOLERANCE

TRANSFORMER

TOP OF WALL

TOP OF SLAB

TOP OF MASONRY / MANHOLE

TOP OF GRATING

TOP OF DECK

THERMOSTAT

THROUGH

SD

T

TER

TEL

TYP

TOL

TRANS

TOW

TOS

TOM

TOG

TOD

THK

THERMO

TEMP

THRU

TECH

SWBD

TAN

TDH

TBM

UTILITY

URINAL

VERTICAL

TOP OF CURB

TONGUE AND GROOVE

UNDERGROUND

UNFINISHED

UNIT HEATER

VOLUME

WITH

WATER LEVEL

WALL HYDRANT

WATER CLOSET

WEST / WIDTH

VENT PIPE

VENTILATING / VENTILATION

VITRIFIED CLAY PIPE

VELOCITY

VACUUM

TOC

UR

UNFIN

VEL

VP

W/

W

WL

WH

WC

UTIL

VOL

VERT

VENT

VCP

VAC

T&G

UG

UH

T&B TOP AND BOTTOM

WITHOUT

WEIGHT

WATER VALVE

WELDED WIRE FABRIC

WATER SURFACE ELEVATION

WEATHERSTRIP

WATER PROOFING

WINDOW OPENING

WIDE FLANGE

YARD HYDRANT

YARD

WF

WO

WT

WV

YH

YD

WWF

WSP

WSE

WPFG

W/O

W/L WATER LINE

METAL

MH

MGD

MFR

MET

MEMB

MECH

MAX

LWL

MATL

MAINT

MINIMUM

MOTOR

MIN

MJ

MO

MOD

MULT

MTG

MTD

MOT

MON

MISC

DETAIL

DISTRIBUTION

DISCHARGE

DUCTILE IRON PIPE

DIMENSION

DIAGONAL

DIAMETER

DRINKING FOUNTAIN

DOUBLE JOIST

DOZEN

DOWN

DOOR

EACH

DOWEL

DEAD LOAD

DIRECT CURRENT

DRAWING

ECCENTRIC

EAST / EASEMENT

NUMBER

NA

NF

NO

NIC

OF

OD

OC

NOM

NTS

NPW

OFFICE

OPENING

PCC

OT

OVHD

PAR

ORIG

OPP

OPNG

OPER

OFF

ELBOW

EQUAL

ENTRANCE

ENGINEER

ELECTRIC / ELECTRICAL

ELEVATION

EFFLUENT

EDGE OF GRAVEL

EXIST IRON PIPE

EDGE OF PAVEMENT

EXHAUST

FLUSHING CONNECTION

FABRICATE

EXTERIOR

EXPANSION

EXISTING

EXCAVATE

EACH WAY

EQUIPMENT

EACH FACE

N NORTH

DF

DIP

DIM

DJ

DL

DN

DR

DC

EA

E

EIP

EQ

EW

FC

EF

DWL

DWG

DOZ

DIST

DISCH

DIAG

DIA (Ø)

DET

FAB

EXT

EXP

EX

EXH

EXC

EQPT

ENT

ENGR

ELL

ELEC

EFF

ECC

EL

EOG

EOP

PANEL

PL

PI

PP

PRV

PREFAB

PNL

PERP

PERF

PE LINING

PCF

PSI

PSF

PS

FINISH

FIXTURE

FLANGE

FLASHING / FLOOR

FORCE MAIN

FIRE HYDRANT

FINISH FLOOR

FIRE EXTINGUISHER

FOUNDATION

FLOOR DRAIN

FEET

FLUORESCENT

FE

FD

FIN

FH

FIX

FL

FM

FT

FLUOR

FLG

FF

FDN

POWER POLE

MODIFY / MODIFIED

MULTIPLE

MOUNTING

MOUNTED

MONUMENT

MASONRY OPENING

MECHANICAL JOINT

MISCELLANEOUS

MANHOLE

MILLION GALLONS PER DAY

MANUFACTURER

MEMBRANE

MECHANICAL

MAXIMUM

NOT TO SCALE

NON POTABLE WATER

NOMINAL

NOT APPLICABLE

OVERHEAD

OPEN TRUSS

ORIGINAL

OPPOSITE

OPERATOR

OUTSIDE FACE

OUTSIDE DIAMETER

ON CENTER

PUMPING STATION

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PRESSURE RELIEF VALVE

PREFABRICATED

PROPERTY LINE / PLATE

POINT OF INTERSECTION

PERFORATED

POLYETHYLENE LINING

POINT OF COMPOUND CURVE

PARALLEL

PERPENDICULAR

LOW WATER LEVEL

MATERIAL

MAINTENANCE

POUNDS PER CUBIC FOOT

NOT IN CONTRACT

NEAR FACE

COLD WATERCW

SW SWITCH

ABBREVIATIONS

YEARYR

TOP OF FOOTINGTOF

EMERGENCY SHOWER & EYEWASHESEW

A3

A

A6

A

DRAWING FROM WHERE SECTION WAS TAKEN

DRAWING WHERE SECTION IS SHOWN

(B) THE SECTION SHOWN ON DRAWING A6 IS IDENTIFIED AS FOLLOWS:

(A) A SECTION CUT ON DRAWING A3 IS IDENTIFIED AS FOLLOWS:

DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD:

SECTION LETTER

SECTION LETTER

DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT DETAILS

ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN THE UPPER HALF.

STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER

AND ARE SHOWN ON THE CONTRACT DRAWINGS BY ONE OF TWO METHODS:

1509203 REFERENCED ITEM

OR:

SEE 1509203

STANDARD DETAILS ARE COMPILED IN APPROXIMATE NUMERICAL ORDER IN

THE BACK OF THE CONTRACT DRAWINGS ON THE D* DRAWINGS.

REFERENCED ITEM

CENTER LINE

HIDDEN ITEMS

EXISTING ITEMS

PROPOSED ITEMS

DEMOLITION ITEMS

MATCH LINE

ROCK

STEEL

INSULATION

WATER SURFACE

GRATING

GLASS

CHECKERED PLATE

WOOD BLOCKING

FLANGED COUPLING

ADAPTER

SLEEVE TYPE COUPLING

TYPE COUPLING

HARNESSED SLEEVE

HARNESSED

BUTTERFLY VALVE

GATE VALVE

GLOBE VALVE

PINCH VALVE

SWING CHECK VALVE

DIAPHRAGM VALVE

PLUG VALVE

FLANGED JOINT

SLIDE GATE/STOP GATE

SLUICE GATE

MECHANICAL, PUSH ON OR

WELDED JOINT

MECHANICAL COUPLING

WALL PENETRATION

RESTRAINED JOINT

HOSE BIBB

BALL CHECK VALVE

FIRE HYDRANT

YARD HYDRANT

FLUSHING CONNECTION

QUICK DISCONNECT FITTING

SOIL BORING

BALL VALVE

LEGEND

SYMBOLS

SECTION AND DETAIL KEYING

FLEXIBLE COUPLING

AIR PIPING FIXED SUPPORT

AIR PIPING SLIDING SUPPORT

AIR PIPING

BURIED EXPANSION COUPLING

GRADE OR EARTH

SAND

ASPHALT PAVING

GRAVEL

CONCRETE

CONC. MASONRY UNIT

CONC. FILL OR GROUT

BRICK

MATERIALS

A PROCESS AIR

ALS ALUM SOLUTION

BACKWASHBW

BWD

C CENTRATE

BACKWASH DRAIN

CLS CHLORINE SOLUTION

D DRAIN

DS DIGESTED SLUDGE

FA FOUL AIR

FBP FILTER BYPASS

FD FLOOR DRAIN

FE FILTER EFFLUENT

GR GRIT

HS HEAVY SLUDGE

LD LAND DISPOSAL

ML MIXED LIQUOR

NPW NON-POTABLE WATER

P POLYMER

PE PRIMARY EFFLUENT

PRD PRESSURE RELIEF DISCHARGE

PRIMARY SLUDGEPS

PW POTABLE WATER

RAS RETURN ACTIVATED SLUDGE

RBR RECLAIM BASIN RETURN

ROOF DRAINRD

RAW SEWAGERS

S SAMPLE

SERVICE AIRSA

SC SCUM

SD STORM DRAIN

SDO SLUDGE DRAWOFF

SECONDARY EFFLUENTSE

SL SLUDGE

SLF SLUDGE FEED

SUMP PUMP DISCHARGESPD

SR SCRUBBER RECIRCULATION

SU SUPERNATANT

TDS THICKENED DIGESTED SLUDGE

TE TERTIARY EFFLUENT

THICKENED SLUDGETS

TWAS THICKENED WAS

WASTE ACTIVATED SLUDGEWAS

CAS CAUSTIC SOLUTION

SS SANITARY SEWER

V VENT

SRS

SRD SLUDGE RECIRCULATION DISCHARGE

SLUDGE RECIRCULATION SUCTION

CW CHILLED WATER

NG NATURAL GAS

PIPE DESIGNATIONS

LINETYPES

UNDERGROUND ELECTRICUGE

EXISTING CONTOUR

PROPOSED CONTOUR

NEW MANHOLENMH

SF

SILT FENCE

LOD LIMITS OF DISTURBANCE

X

FENCE

ABANDON / ABANDONEDABAND

AIR RELEASE VALVEARV

TEMPORARY CONSTRUCTION EASEMENTTCE

WATERW

K BAIR

A DRIESSEN

G02

GENERAL

ABBREVIATIONS LEGEND AND SYMBOLS

--

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WATER STORAGE TANK


SEWER DISTRICT

31230-005

01

JUNE 2019

K BAIR



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



LICENSE No.: C00638




W

W

W

W

W

W

W

W

W

W

W

W

W

W

SS

F

M

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

S

S

F

M

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SS

F

M

SS

F

M

X

X

X

X

3

0

2

5

2

5

3

0

2

5

3

0

3

0

2

5

30

25

2

5

30

2

5

3

0

3

0

25

X

X

X

X

X

X

X

X

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

D

Y

H

LO

DL

OD

LO

D

LODLODLODLODLODLODLODLOD

LO

DL

OD

LO

DL

OD

LO

DL

OD

LO

DL

OD

LO

DL

OD

LOD LOD

LO

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

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WATER STORAGE TANK


SEWER DISTRICT

31230-005

01

JUNE 2019

K BAIR



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



LICENSE No.: C00638




NOTES:

1. TOPOGRAPHIC SURVEYS FOR POND ROAD AND OLD

KINGS HIGHWAY WATER MAINS WERE COMPLETED ON

FEBRUARY, 2019 BY EDISTO ENGENEERS &

SURVEYORS, INC.

650 BROUGHTON ST

ORANGEBURG, SC 29115

(803) 536-1104

HORIZONTAL DATUM: NAD 1983/2011

VERTICAL DATUM: NAVD 1988

TMS 41-0402-023-00

COUNTY OF GEORGETOWN

TMS 41-0402-047-00-00

WACHESAW GOLF LLC

POND ROAD (

50' R/W

)

GUY FENCE

245' TOWER

EASEMENT

K BAIR

A DRIESSEN

C01

ELEVATED WATER STORAGE TANK

CIVIL

EXISTING SITE CONDITIONS

--

WETLAND

1" = 20'

EXISTING SITE CONDITIONS

BENCHMARK

1/2" PIPE

N:635055.28

E:2593090.90

EL:21.86

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

SS

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

SD

SD

SD

SD

SD

SD

SD

SD

SD

X

X

X

X

2

5

3

0

2

5

3

0

3

0

2

5

30

25

2

5

30

2

5

3

0

3

0

25

X

X

X

X

LO

DLO

DLO

D

LODLODLODLODLODLODLODLOD

LO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

D

LOD LOD

LO

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

SF

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

SF

SF

SF

SFSFSFSFSFSFSFSF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

SF

SF

SF

SF

S

F

S

F

S

F

S

F

S

F

S

F

S

F

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\C

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: 1

2/1

8/2

01

9 9

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1 A

M


WATER STORAGE TANK


SEWER DISTRICT

31230-005

01

JUNE 2019

K BAIR



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



LICENSE No.: C00638




NOTES:

1. REFER TO DRAWING G01 FOR GENERAL NOTES,

SEDIMENTATION CONTROL AND SEEDING

SCHEDULE.

2. LIMITS OF STOCKPILE/LAYDOWN AREA MAY BE

EXPANDED WITHIN LIMIT OF DISTURBANCE AS

APPROVED BY THE ENGINEER.

K BAIR

A DRIESSEN

C02


CIVIL

EROSION AND SEDIMENTATION CONTROL PLAN

--

1" = 20'

EROSION AND SEDIMENTATION CONTROL PLAN

POND ROAD (

50' R/W

)

P

O

N

D

R

O

A

D

(

5

0

'

R

/

W

)

SILT FENCE

0227000R

DOUBLE ROW OF SILT FENCE

0227000R

S

T

O

C

K

P

I

L

E

/

L

A

Y

D

O

W

N

A

R

E

A

TEMPORARY GRAVEL

CONSTRUCTION ENTRANCE

0257701

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

SS

F

M

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

S

S

F

M

S

S

F

M

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SS

F

M

SS

F

M

X

X

X

X

X

X

X

X

X

X

X

X

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

X

X

X

X

X

X

XX

XXXXXX

XX

XX

XX

X

D

Y

H

N:635264.54

E:2593402.55

N:635265.54

E:2593401.55

N:635264.54

E:2593550.55

N:635265.54

E:2593551.55

N:635200.32

E:2593550.55

N:635199.89

E:2593551.55

N:635093.18

E:2593441.55

N:635093.18

E:2593440.11

N:635068.11

E:2593445.05

N:635065.54

E:2593401.55

N:635080.67

E:2593406.84

N:635093.18

E:2593402.55

N:635208.46

E:2593492.56

N:635217.46

E:2593460.55

N:635202.46

E:2593439.55

N:635196.46

E:2593413.05

N:635196.46

E:2593458.05

N:635166.46

E:2593458.05

N:635146.46

E:2593450.05

N:635067.11

E:2593441.55

N:635066.28

E:2593398.05

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WATER STORAGE TANK


SEWER DISTRICT

31230-005

01

JUNE 2019

K BAIR



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



LICENSE No.: C00638




ELEVATED

WATER STORAGE TANK

6' CHAIN LINK FENCE

K BAIR

A DRIESSEN

C03


CIVIL

SITE PLAN

--

12" WATER MAIN

(BY OTHERS)

245' TOWER EASEMENT

1" = 20'

SITE PLAN

POND ROAD (

50' R/W

)

18' WIDE ACCESS ROAD

0251000

20' WIDE DOUBLE

SWING GATE

0244400

0244400

PROPERTY LINE, TYP

GRAVEL AREA

4" CRUSHED RUN

VALVE CONTROL

BUILDING

OVERFLOW SPLASH PAD

R/W

R/W

R

1

5

.

0

0

'

R

2

0

.

0

0

'

R

1

5

.0

0

'

BENCHMARK

1/2" PIPE

N:635055.28

E:2593090.90

EL:21.86

NOTE:

SITE IS SHOWN WITH 500,000 GALLON TANK

FOOT PRINT TO ILLUSTRATE AVAILABLE SITE

SPACE TO ACCOMMODATE TANK.

THE CENTER OF THE SELECTED TANK SHALL

BE AS INDICATED.

JOB SITE

PORTA - JOHN

LOCATION

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

SS FM

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

SS

F

M

S

S

F

M

S

S

F

M

S

S

F

M

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

X

2

5

3

0

2

5

3

0

3

0

2

5

30

25

2

5

30

2

5

3

0

3

0

25

X

O

H

E

X

X

X

X

X

X

XX

XXXXXX

XX

XX

XX

X

22.53

22.43

21.16

21.15

25.00

24.50

3

0

2

5

24

2

3

2

4

2

3

2

5

3

0

2

2

2

1

2

1

2

1

21

22

20

21

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6 A

M B

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EN

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2 A

M


WATER STORAGE TANK


SEWER DISTRICT

31230-005

01

JUNE 2019

K BAIR



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



LICENSE No.: C00638




ELEVATED WATER

STORAGE TANK

K BAIR

A DRIESSEN

C04


CIVIL

GRADING PLAN

--

X

SCALE: 1" = 20'

GRADING PLAN

PROPERTY LINE, TYP

POND ROAD (

50' R/W

)

P

O

N

D

R

O

A

D

(

5

0

'

R

/

W

)

PROPOSED CATCH BASIN

SEE 0243101 AND 0243102R

+/-

+/-

+/-

+/-

0+00

1+

00

2+

00

2+

13

3

0

2

5

2

5

2

9

2

3

2

4

2

2

2

1

2

1

2

12

1

W

W

W

W

W

SS FM

SS FM

SS FM

SS FM

SS FM

S

S

F

M

S

S

F

M

SS

F

M

S

S

F

M

SD

SD

SD

SD

SD

2

5

2

5

3

0

2

5

3

0

3

0

2

5

2

5

30

2

5

3

0

3

0

25

O

H

E

O

H

E

X

X

X

X

XXX

XX

X

D

Y

H

10

15

20

25

30

35

40

10

15

20

25

30

35

40

-1+00 0+00 1+00 2+00 3+00 4+00

12" C900 DR-18 PVC

WATER MAIN

CONNECT TO WATER TANK

12" WATER MAIN CL 20.58

SEE 7/CD02

CL OF TANK

PROPOSED GRADE

EX GRADE

EX 12" WATER MAIN

(BY OTHERS)

3' M

IN

REMOVE PLUG AND CONNECT

TO EX 12" WATER MAIN

CO

VE

R

90

° B

EN

D

ST

A 0

+8

5

PO

ND

R

OA

D

12

" B

FV

ST

A 0

+4

3

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2 A

M


WATER STORAGE TANK


SEWER DISTRICT

31230-005

01

JUNE 2019

K BAIR



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



LICENSE No.: C00638




PROFILE

H: 1" = 40', V: 1" = 4'

12" WATER MAIN-PLAN

1" = 40'

ELEVATED

WATER

STORAGE

TANK

FENCE, TYP

STA 0+85

90° BEND

WETLANDS

REMOVE PLUG AND CONNECT

TO EX 12" WATER MAIN

K BAIR

A DRIESSEN

C05


CIVIL

WATER MAIN PLAN AND PROFILE

--

POND ROAD (

50' R/W

)

CATCH BASIN SEE

0243101 AND 0243102R

12" WATER MAIN AND PLUG BY LINE WORK

CONTRACTOR.

IF WATER LINE IS NOT INSTALLED, INSTALL WATER

LINE TO POINT SHOWN AND INSTALL PLUG.

MARK PLUG WITH 6"X6" OAK POST.

12" GATE VALVE

16" OVERFLOW PIPE

ELEVATION

LWL=139.25

TOC

HWL=169.25

180°

ORIENTATION

90°

0°

270°

1

2

3

4

5

6

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01

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2 A

M


WATER STORAGE TANK


SEWER DISTRICT

31230-005

01

JUNE 2019

K BAIR



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



LICENSE No.: C00638




K BAIR

A DRIESSEN

M01


MECHANICAL

STORAGE TANK PLAN AND ELEVATION

--

1. DESIGN CRITERIA

1.A. THE TANK AND SUPPORT STRUCTURE SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AWWA D100-11 AND THE PROJECT SPECIFICATIONS.

1.B. LOADING CRITERIA AS SPECIFIED IN PROJECT SPECIFICATIONS.

2. GENERAL

2.A. ALL ACCESSORIES SHOWN ON THE ELEVATION DRAWING ARE ROTATED FOR CLARITY.

2.B. THE NUMBER OF PERIMETER COLUMNS SHALL BE PER MANUFACTURER'S STANDARD DESIGN.

2.C. ALL LADDERS, LADDER SAFETY DEVICES, PLATFORMS, HANDRAILS, ETC. SHALL CONFORM TO CURRENT OSHA REGULATIONS.

2.D. TANK CONTRACTOR SHALL GROUT BENEATH COLUMN AND RISER BASE PLATES UPON COMPLETION OF ERECTION.

2.E. SURFACE PREPARATION AND COATING REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

2.F. THE TANK SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C652-02.

EL=25.00

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NIC

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8/2

01

9 9

:5

2 A

M


WATER STORAGE TANK


SEWER DISTRICT

31230-005

01

JUNE 2019

K BAIR



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



LICENSE No.: C00638




VALUE

VALUE

M02


MECHANICAL

VALVE CONTROL BUILDING

VALUE

FIBERGLASS ENCLOSURE

AS SPECIFIED

48" DOOR

SAMPLING TAP

12" FLANGED ADAPTER

12" BFV WITH ELECTRIC

ACTUATOR CONTROL

SAMPLING TAP

12" GV, TYP OF 4

12" CHECK VALVE

FIBERGLASS ENCLOSURE

TO SYSTEM

12" BFV WITH ELECTRIC ACTUATOR CONTROL

12" GV12" GV

CONCRETE SLAB

0331607

CRADLE PIPE SUPPORT

0331601

6'-2"

3'-2"

10'-0"

A

M02

A

M02

SECTIONA

1/2" = 1'-0" M02

VALVE CONTROL BUILDING

1/2" = 1'-0"

3'-0"

12" 90° BEND, FLG, TYP.

12" TEE FLG, TYP.

3'-0" MIN3'-0" MIN

CONCRETE RAMP TO DOOR

1:12 SLOPE

ROD 90° BEND

TO BURIED 90° BEND

WITH S.S. ROD, TYP

12" 90° BEND, MJ




ELECTRICAL EQUIPMENT RACK/PANELS

32" MIN

TO TANK

SLAB SIZE AS REQUIRED FOR

PRE FABRICATED FIBERGLASS

BUILDING

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01

9 1

0:0

1 A

M


WATER STORAGE TANK


SEWER DISTRICT

31230-005

01

JUNE 2019

K BAIR



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



LICENSE No.: C00638


DEC 2019 HAZEN1

RELEASE FOR BID

CHECKED

DRAWN

NO.SCALEUPDATED

GEORGETOWN COUNTY

WATER & SEWER DISTRICT

TYPICAL TRENCH IN

GRASSED AREA

10/02/14 N.T.S.

A.J.K.

12 - W

DETECTABLE TAPE 12"BELOW GRADE

SUITABLE BACKFILLCOMPACTED TO 95% IN6" LIFTS

57 STONE UP TO PIPESPRING LINE

UTILITY LINE

UNDISTURBED SOIL

NOTES:

1. FOR THE UTILITY LINE INSTALLATION THROUGHDRIVEWAYS REFER TO THE ASPHALT PAVEMENTREPAIR DETAIL.

PLACE SEEDING TOSTABILIZE SOILS

TYPICAL SILT FENCE

INSTALLATION

GEORGETOWN COUNTY


UPDATED SCALE NO.

UPDATED BY

CHECKED

MAXIMUM SPACING = 6 FT.

RUNOFF

18-IN

. TO

24-

IN.

18-IN

. TO

24-

IN.

8-IN

.

8-IN

.

18-IN

. MIN

.

18-IN

. MIN

.

FILTER FABRIC

RUNOFF RUNOFF

4-IN.

COMPACTEDEARTH

COMPACTED EARTH

FILTER FABRIC

USE EITHER FLAT-BOTTOMOR V-BOTTOM TRENCH AS

SHOWN BELOW

BACKFILL TRENCH WITHCOMPACTED EARTH

FILTER FABRIC

HEAVY DUTY PLASTICTIE FOR STEEL POSTS

BURY FABRIC

1.25 LB./LINEAR FT.STEEL POSTS

SILT FENCE INSTALLATION

FLAT-BOTTOM TRENCH V-SHAPED TRENCH

8/01/14 N.T.S.

A.J.K.

NO SCALE

CHECKED

DRAWN

NO.SCALEUPDATED

GEORGETOWN COUNTY


UTILITY MAIN IN

PAVED DRIVE

10/02/14 N.T.S.

A.J.K.

12 - W

6" 6"

GABC

NOTES:

1. ALL REPAIRS TO BE IN ACCORDANCE WITH SCDOT SPECIFICATIONS AND THESE SPECIFICATIONS.2. TRENCH SHALL BE BACKFILLED AND THOROUGHLY TAMPED WITH SUITABLE MATERIAL TO THE LEVEL OF THE

STONE.3. REPAIRS BY THE CONTRACTOR SHALL BE CONDUCTED WITH THE LEAST INTERFERENCE TO TRAFFIC.4. WHERE EXISTING ASPHALT IS INSUFFICIENT THICKNESS TO DEVELOP A TIGHT SEAL WITH THE NEW SURFACE,

OVERLAP EXISTING SURFACE AS PER SPECIFICATIONS.5. SEE SPECS. FOR UTILITY LINE BEDDING/BACKFILL REQUIREMENTS.6. 3'-0" MINIMUM COVER FOR WATER MAINS AND WASTEWATER LINES.7. ASPHALT DRIVEWAYS IN SCDOT RIGHT-OF-WAY TO BE RESURFACED FROM EDGE OF PAVEMENT TO THE

RIGHT-OF-WAY LINE. SEE ASPHALT DRIVEWAY RESURFACING PLAN DETAIL.8. INSTALL 10' BASE COURSE TO TOP OF EXISTING ASPHALT. EXCAVATE 2" BASE COURSE TO PLACE ASPHALT

COURSE (TYPE 3) FLUSH TO EXISTING ASPHALT.

EXISTING ASPHALT SHALL BE CUTTO A TRUE LINE AND REMOVED

BEFORE THE TRENCH IS CUT

2" THICK ASPHALT PATCH

1-1/2" ASPHALT RESURFACESEE NOTE #7

EXISTING ASPHALT

10" OR AS DIRECTEDBY ENGINEER

3'-0

" MIN

.CO

VER

57 STONE UP TO PIPESPRING LINE

TRENCH TO BE 18"WIDER THAN PIPE DIAMETER

NEW UTILITY LINE

SUITABLE BACKFILL COMPACTEDIN 6" LIFTS TO 95% MAXIMUM

DRY DENSITY ASTM D-1557

SECTION

K BAIR

A DRIESSEN

CD01


STANDARD DETAILS

----

NO SCALE NO SCALE

NO SCALE

PERSONNEL GATE

ROADWAY GATE

CHAIN LINK FENCE

CORNER/LINE

16" 12"

3"

3'-1

"

6"

6'-0

"1

2"

3'-4

"7

'-3

"

BRACE

TRUSS ROD

CONCRETE

10'-0" TYP

6"

3'-4

"

2'-0"

3'-4

"

6"

2'-0"

TOP RAIL

BRACE

TRUSS ROD

BOTTOM RAIL

TYP GATE POST

CONCRETE

NOTES:

TOP RAIL

TYP GATE POST

CONCRETE

CONCRETE

0244400

AS SHOWN ON SITE PLANS 4'-0"

TYP LINE

POST

TYP CORNER

POST

FINISH

GRADE

7 GAUGE

TENSION

WIRE

3 STRANDS OF

BARBED WIRE

SEE NOTE 2

THIS DETAIL

PERSONNEL

GATE

ROADWAY GATE OPENING

SEE NOTE 1, THIS DETAIL

1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN

2. POSITION. IF ROCK IS ENCOUNTERED WHEN SETTING POSTS,

DRILL HOLES 4 INCHES LARGER IN DIAMETER THAN POSTS

AND BACKFILL TO GRADE WITH CLASS "B" CONCRETE.

BOTTOM

RAIL

3"

1'-6

"

MIN

.

CHECKED

DRAWN

NO.SCALEUPDATED

GEORGETOWN COUNTY


TYPICAL CONCRETE

COLLAR

10/02/14 N.T.S.

A.J.K.

12 - W

6"

1"

7"

27" DIA.

4 #4 BARS

VALVE BOXCONCRETE PAD

3000 PSI

EXISTIN

G

RO

AD

WAY

2" - 3" COARSE

AGGREGATE

PLAN

CROSS SECTION

SEE N.C. DENR EROSION AND SEDIMENT

CONTROL PLANNING and DESIGN MANUAL FOR

CONDITIONS WHERE PRACTICE APPLIES;

PLANNING CONSIDERATION & DESIGN CRITERIA.

50'-0" MIN

12'-0" M

IN

6"

MIN

35'-0" MIN 15'-0" MIN

12"

MIN

0257701

GRAVEL ENTRANCE/EXIT

SILT FENCE*

EXISTING

ROADWAY

FABRIC UNDER STONE

NEW CONSTRUCTION

NOTES:

1. *SILT FENCE SHOULD BE INSTALLED TO

ENSURE CONSTRUCTION ENTRANCE IS USED.

2. IF CONSTRUCTION ON THE SITES ARE SUCH

THAT THE MUD IS NOT REMOVED BY THE

VEHICLE TRAVELING OVER THE STONE, THEN

THE TIRES OF THE VEHICLE MUST BE WASHED

BEFORE ENTERING THE PUBLIC ROAD OR THE

LENGTH OF THE CONSTRUCTION ENTRANCE

EXTENDED.

3. MAINTENANCE: ADD ADDITIONAL STONE AND

"FLUFF" TOP DRESSING WITH 2" STONE.

6" MIN

(1

2" W

ID

E)

VA

RIE

S

120°

#4 EF, TYP

CONC FLOOR

#5 DOWELS @12" EF

CRADLE PIPE SUPPORT

0331601

SEE NOTE 1

NOTES:

1. DOWELS MAY BE CAST IN WITH 90° HOOK OR ANCHORED WITH DOWEL ADHESIVE AT

CONTRACTORS OPTION. WHERE FLOOR IS 8" THICK OR LESS, USE #4 DOWELS

EMBEDDED TO WITHIN 2" OF BOTTOM OF FLOOR SLAB.

2. ENGINEER SHALL VERIFY THICKNESS OF PAD WILL ACCOMMODATE DESIGN

MOVEMENT, PARTICULARLY FOR OUTSIDE AERIAL PIPE.

3. COORDINATE SUPPORT WIDTH WITH PIPE STRAP ANCHORAGE REQUIREMENTS.

PROVIDE 6" MINIMUM, FROM CENTER OF PIPE STRAP ANCHOR ROD TO EDGE OF

CONCRETE.

#3 TIES @12"

SE

E N

OT

E 1

8" M

IN

,

SEE NOTE 3

PIPE OD

REQUIRED

COVER + 1"

MAX

1/4" MIN NEOPRENE PAD,

DUROMETER 40 TO 50

MATERIAL HARDNESS,

SEE NOTE 2

APPROVED

ADHESIVE ON

BOTH CONTACT

SURFACES OF PAD

ROTATE HOOK 90° FROM SHOWN SO

THAT HOOK IS PARALLEL TO PIPE, TYP

DOWEL

ADHESIVE

PLATE RING

THRUST BLOCK (SEE PLAN VIEW

INLET/OUTLET PIPE

DETAIL) POUR AFTER BASE ELBOW

IS INSTALLED

STANDARD WEIGHT STEEL

INLET/OUTLET PIPE

12" CEMENT-LINED D.I.

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

1'-0

''

RISER

SAMPLE VALVE 1/2"

LEAD FREE

RISER PIPE

EL 29.0

TOC EL 25.0

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WATER STORAGE TANK


SEWER DISTRICT

31230-005

01

JUNE 2019

K BAIR



NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:


0 1"1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

HAZEN AND SAWYER



LICENSE No.: C00638




CHECKED

DRAWN

NO.SCALEUPDATED

GEORGETOWN COUNTY


TYPICAL LOCATOR WIRE

INSTALLATION - SECTION

10/02/14 N.T.S.

A.J.K.

12 - W

12 GAUGE COPPER WIRE TOBE LOOPED INTO BOX WITH

SUFFICIENT LENGTH TOEXTEND ABOVE LID 12" MIN.

AND 18" MAX.

CONCRETE COLLAR 3000 PSIOR APPROVED PRECAST

CONCRETE COLLAR

D.I.P. RISER LENGTH ASREQUIRED FOR DEEP

VALVE INSTALLATION

SUPPORT VALVE BOX ONWELL COMPACTED FLBCSTONE BASE. DO NOT ALLOWVALVE BOX TO REST ON ANYPORTION OF VALVE

1-1/2" POLYETHYLENE TAPEWRAPPED AROUND

TWICE TO SECURE(6' -10' INTERVALS)

RESTRAINED JOINTWITH MEGA LUGS

NOTES:

1. CENTER VALVE BOX OVER OPERATING NUT TO INSURE FREEVALVE OPERATION AND ACCESS.

2. LOCATOR WIRE SHALL BE A MINIMUM OF #12 GAUGE INTRENCHED INSTALLATIONS AND #10 GAUGE WHEN INSTALLINGBY BORE METHOD.

VALVE BOX TO BE "SCREW TYPEADJUSTABLE ( 24"-36")

UNDER PAVED AREAS USE CLASSII BACKFILL & CLASS III INUNPAVED AREAS. COMPACT IN6" LIFTS TO 95% DRY DENSITYAS PER ASTM D1557

APPROVED VALVE BOX

FINISH GRADE

UTILITY MAIN

K BAIR

A DRIESSEN

CD02


STANDARD DETAILS

--

NO SCALE

NO SCALE

NO SCALE

8.0'

18

"

12" FLAP VALVE WITH LIMIT SWITCH

INSTALL SCREEN SS AND SUPPORTING

S.S. MESH

SST INSECT SCREEN

12" 90° BEND FLG

PROVIDE CRADLE IN CONC

WALL TO SUPPORT PIPING

8"

12" OVERFLOW DRAIN

GRADE EL: 22.50±

3' M

IN

CO

VE

R

RIPRAP APRON

T/WALL EL: 26.30

#4@

12" E

W

10.0'

5.0'

8.0'

12

"

6.0'8" 8"

3.0'

RIPRAP APRON

CONC SPLASH PAD

12" OVERFLOW DRAIN

OVERFLOW SPLASH PAD

90° BEND, MJ

NO SCALE

WATER TANK SAMPLING TAP

YARD INLET

CLASS A CONCRETE

4"

12" M

IN

FINISHED GRADE

SLOPE VARIES

VARIES

8"

6"

TYP

EX. 24" SD

#4@12" EW

0243102R

FRAME AND GRATE, EAST

JORDAN IRON WORKS V5660,

NEENAH R-1878-B7G, OR EQUAL

BEND REBAR AS

NECESSARY TO CLEAR PIPE

CLASS A CONCRETE

FLOOR SLAB

#4 DOWELS @ 16" OC

FILL WITH CONCRETE

1'-6" MIN

8" CONCRETE BLOCK

OR BRICK WALL

#4 BARS CONTINUOUS

WITH 18" LAP AT CORNERS

NOTE:

YARD INLET MAY BE PRECAST

CONCRETE - SEE SPECIFICATIONS

NON-SHRINK

GROUT

TOP HALF OF EXISTING 24" SD

PIPE SHALL BE SAW CUT AND

REMOVED AFTER CONCRETE

FLOOR SLAB ACHIEVES

DESIGNED COMPRESSIVE

STRENGTH

YARD INLET

4'-0"

2'-8"

8"

8"

8" 8"3'-4"

4'-8"

0243101

FRAME AND GRATE, EAST

JORDAN IRON WORKS

V5660, NEENAH

R-1878-B7G, OR EQUAL

CONCRETE BLOCK OR

BRICK STRUCTURE

1

1

AS REQUIRED

FOR EQUIPMENT

EXTERIOR EQUIPMENT FOUNDATION

0331607

#5@8"

2'-0"

6"

#5@8", EW

6"

COMPACTED SUBGRADE

8" #57 STONE

6" MIN

EDGE DISTANCE

TYP

BLDG EDGE/EQUIP EDGE

#5@8"

T&B, EW

D*

D*

NOTES:

1. UNLESS NOTED OTHERWISE, CONTRACTOR SHALL HAVE THE OPTION OF PLACING EQUIPMENT

FOUNDATION WITH A CONSTANT THICKNESS OF D + 6" OR AS AN 8" SLAB WITH THICKENED

EDGE AROUND THE FOUNDATION PERIMETER.

* MINIMUM DEPTH FROM FINISHED GRADE TO BOTTOM OF

FOUNDATION PER GENERAL STRUCTURAL NOTES (FROST DEPTH)

4'-0"EQUALEQUAL4'-0"VARIES

12:1

3

:

1

3

:

1

S

L

O

P

E

12:1

3

:

1

S

L

O

P

E

,

M

A

X

VARIES - SEE SITE PLAN

0251000

SLOPE AT 1/4:12 SLOPE AT 1/4:12

12"

MIN

TYP

TACK COAT

1" ASPHALT

SURFACE COURSE

2" ASPHALT

BASE COURSE

NOTE:

THE 1" ASPHALT CONCRETE SURFACE COURSE AND THE

TACK COAT SHALL NOT BE PLACED UNTIL COMPLETION

OF ALL OTHER WORK IN CONTRACT.

TYPICAL ROADWAY SECTION

CUT SECTION FILL SECTION

CL

8" AGGREGATE BASE COURSE

COMPACTED SUB-GRADE

TYPE I SEPARATOR GEOTEXTILE

murrells inlet elevated water storage tank

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