MURRELLS INLET ELEVATED WATER STORAGE TANK
Transcript of 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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MURRELLS INLET ELEVATED
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
1122 LADY STREET, SUITE 1230
COLUMBIA, SOUTH CAROLINA 29201
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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MURRELLS INLET ELEVATED
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
1122 LADY STREET, SUITE 1230
COLUMBIA, SOUTH CAROLINA 29201
LICENSE No.: C00638
0REGULATORY REVIEW JUN 2019 HAZEN
1INCORPORATED COMMENTS DEC 2019 HAZEN
2RELEASE FOR BID DEC 2019 HAZEN
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1 A
M
MURRELLS INLET ELEVATED
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
1122 LADY STREET, SUITE 1230
COLUMBIA, SOUTH CAROLINA 29201
LICENSE No.: C00638
0REGULATORY REVIEW JUN 2019 HAZEN
1INCORPORATED COMMENTS DEC 2019 HAZEN
2RELEASE FOR BID DEC 2019 HAZEN
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
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N\D
RA
WIN
GS
\C
IV
IL
\C
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DR
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SS
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S
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d
ate
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2/1
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01
9 9
:5
1 A
M
MURRELLS INLET ELEVATED
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
1122 LADY STREET, SUITE 1230
COLUMBIA, SOUTH CAROLINA 29201
LICENSE No.: C00638
0REGULATORY REVIEW JUN 2019 HAZEN
1INCORPORATED COMMENTS DEC 2019 HAZEN
2RELEASE FOR BID DEC 2019 HAZEN
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
ELEVATED WATER STORAGE TANK
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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d
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: 1
2/1
8/2
01
9 9
:5
1 A
M
MURRELLS INLET ELEVATED
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
1122 LADY STREET, SUITE 1230
COLUMBIA, SOUTH CAROLINA 29201
LICENSE No.: C00638
0REGULATORY REVIEW JUN 2019 HAZEN
1INCORPORATED COMMENTS DEC 2019 HAZEN
2RELEASE FOR BID DEC 2019 HAZEN
ELEVATED
WATER STORAGE TANK
6' CHAIN LINK FENCE
K BAIR
A DRIESSEN
C03
ELEVATED WATER STORAGE TANK
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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S
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d
ate
: 1
2/1
8/2
01
9 9
:5
2 A
M
MURRELLS INLET ELEVATED
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
1122 LADY STREET, SUITE 1230
COLUMBIA, SOUTH CAROLINA 29201
LICENSE No.: C00638
0REGULATORY REVIEW JUN 2019 HAZEN
1INCORPORATED COMMENTS DEC 2019 HAZEN
2RELEASE FOR BID DEC 2019 HAZEN
ELEVATED WATER
STORAGE TANK
K BAIR
A DRIESSEN
C04
ELEVATED WATER STORAGE TANK
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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DR
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S
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d
ate
: 1
2/1
8/2
01
9 9
:5
2 A
M
MURRELLS INLET ELEVATED
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
1122 LADY STREET, SUITE 1230
COLUMBIA, SOUTH CAROLINA 29201
LICENSE No.: C00638
0REGULATORY REVIEW JUN 2019 HAZEN
1INCORPORATED COMMENTS DEC 2019 HAZEN
2RELEASE FOR BID DEC 2019 HAZEN
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
ELEVATED WATER STORAGE TANK
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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EC
HA
NIC
AL
\M
01 S
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d b
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DR
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SS
EN
S
ave
d
ate
: 1
2/1
8/2
01
9 9
:5
2 A
M
MURRELLS INLET ELEVATED
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
1122 LADY STREET, SUITE 1230
COLUMBIA, SOUTH CAROLINA 29201
LICENSE No.: C00638
0REGULATORY REVIEW JUN 2019 HAZEN
1INCORPORATED COMMENTS DEC 2019 HAZEN
2RELEASE FOR BID DEC 2019 HAZEN
K BAIR
A DRIESSEN
M01
ELEVATED WATER STORAGE TANK
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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SS
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S
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d
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: 1
2/1
8/2
01
9 9
:5
2 A
M
MURRELLS INLET ELEVATED
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
1122 LADY STREET, SUITE 1230
COLUMBIA, SOUTH CAROLINA 29201
LICENSE No.: C00638
0REGULATORY REVIEW JUN 2019 HAZEN
1INCORPORATED COMMENTS DEC 2019 HAZEN
2RELEASE FOR BID DEC 2019 HAZEN
VALUE
VALUE
M02
ELEVATED WATER STORAGE TANK
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
12" 90° BEND, FLG, TYP.
12" 90° BEND, FLG, TYP.
12" 90° BEND, FLG, TYP.
ELECTRICAL EQUIPMENT RACK/PANELS
32" MIN
TO TANK
SLAB SIZE AS REQUIRED FOR
PRE FABRICATED FIBERGLASS
BUILDING
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\C
D0
1 S
ave
d b
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DR
IE
SS
EN
S
ave
d
ate
: 1
2/1
8/2
01
9 1
0:0
1 A
M
MURRELLS INLET ELEVATED
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
1122 LADY STREET, SUITE 1230
COLUMBIA, SOUTH CAROLINA 29201
LICENSE No.: C00638
0REGULATORY REVIEW JUN 2019 HAZEN
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
WATER & SEWER DISTRICT
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
WATER & SEWER DISTRICT
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
ELEVATED WATER STORAGE TANK
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
WATER & SEWER DISTRICT
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
PL
OT
D
AT
E: 1
2/1
8/2
01
9 1
0:0
4 A
M B
Y: A
DR
IE
SS
EN
File
: O
:\3
12
30
-C
OL
\3
12
30
-0
05
\D
ES
IG
N\D
RA
WIN
GS
\C
IV
IL
\C
D0
2 S
ave
d b
y A
DR
IE
SS
EN
S
ave
d
ate
: 1
2/1
8/2
01
9 1
0:0
2 A
M
MURRELLS INLET ELEVATED
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
1122 LADY STREET, SUITE 1230
COLUMBIA, SOUTH CAROLINA 29201
LICENSE No.: C00638
0REGULATORY REVIEW JUN 2019 HAZEN
1INCORPORATED COMMENTS DEC 2019 HAZEN
2RELEASE FOR BID DEC 2019 HAZEN
CHECKED
DRAWN
NO.SCALEUPDATED
GEORGETOWN COUNTY
WATER & SEWER DISTRICT
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
ELEVATED WATER STORAGE TANK
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