Alan R Thomas Wellfield - Construction Plans - 06-10-1991I ::
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CONSTRUCTION PLANS
FOR THE
PiLp,hi R. IrHOIWAkS VVELLFIELE)
/O"EWA F
MAYOR
TANYA WESSLER
COUNCIL MEMBERS
* * NORAJANE GILLESPIE LOUISE MARTIN
MIKE HAYS KIRK JONES
WSW
UTILITIES SUPERINTENDENT
TERRY A. WADSWORTH
PREPARED FOR:
CITY OF EDGEWATER, FLORIDA
PROJECT NO.
1991
MAY
87=400.11
RIDDLE, 1VIILLS, 8c PRECOURT
ENGINEERS SURVE YORS is SCIENTISTS *PLANNERS
ORLANDO, TAMPA, & JACKSONVILLE, FLORIDA
1
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ABBREVIATIONS
CIVIL
CONSTRUCTION
A
H
S
ABD.
ABANDON OR ABANDONED
H.B.
HOSE BIBB
S
SOUTH
EXISTING
NEW-
AC.
ACRE
H.D.
HEAVY DUTY
S=
SLOPE (FT/FT)
ACCMP
ASPHALT COATED CORRUGATED METAL PIPE
HOA
HAND/OFF/AUTO
SAN.
SANITARY
C
ACP
ASBESTOS CEMENT PIPE
HORIZ.
HORIZONTAL
SCHED.
SCHEDULE
AFF
AFG
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
HP
HR.
HORSEPOWER
HOUR
SE
SECT.
SOUTHEAST
SECTION
BASELINE
AXBxC TEE
A
AHD
AHEAD
HT.
HEIGHT
SGL
SINGLE
�
TEE A TEE (A=B=C)
AL
ALUMINUM
HVAA
HEATING VENTILATION AND AIR CONDITIONING
SHLD.
SHOULDER
C D
ALT.
ALTERNATE
H.W.L.
HIGH WATER LEVEL
SHT.
SHEET/SHEETING
RIGHT OF WAY
R/W — —
APPROX.
ARCH.
APPROXIMATE
ARCHITECTURE
HWY
HYDR.
HIGHWAY
HYDRAULIC
SIG.
SIGNAL
CROSS A B AXBXCXD CROSS
ec be
ARV
AIR RELEASE VALVE
SIM.
SLV.
SIMILAR
SLEEVE
PROPERTY LINE
A CROSS (A=B=C=D)
S�
ARVV
ASPH.
AIR RELEASE VACUUM VALVE
ASPHALT
S.M.
SHEET METAL
B
(WHEN
O
��
N
SOF_
SOFFIT
EASEMENT LINE
AxB NOTED BEND C
` )
ATLANTIC OCEAN
ASSY.
ASSEMBLY
SOLV.
SOLENOID VALVE
BEND A A BEND C (A=B)
0
AVE.
A/C
AVENUE
AIR CONDITIONING
I.D.
INSIDE DIAMETER
SP.
SPCG.
SPACE
SPACING
CENTERLINE
-- - -
C B
AUTO
AUTOMATIC
IN.
TNT.
INCHES
INTERSECTION
SPEC.
SPECIFICATION
C
INV.
INVERT
SPRT.
SQ
SUPPORT
SQUARE
SPOT ELEVATION
X 7s.5
WYE A AxBxC WYE
C'
�'
SR 4-4
I.
IRON PIPE
A WYE (A=B=C)
IRR.
IRRIGATION
S.S.
SANITARY SEWER
B
INF.
INFLUENT
S.STL.
STAINSTEEL
CONTOUR
75
'� -' `� .-, 'J
�-'
EET
BL
BASE LINE
STA.
STATION
PLUG B CONST.
BOC
BACK OF CURB
STD.
STANDARD
WATER MAIN SI ZE
- - - - -8"WM - - - -
B.F.
BFV
BLIND FLANGE
BUTTERFLY VALVE
I
STK.
STL
STAKE
STEEL
,
8 DIP FORCE MAIN
G
BK.
BACK
V
J.B.
JUNCTION BOX
STLP
STEEL PIPE
SANITARY SEWER SIZE
- - - - -12 S.S.- - - -
PIPE DESIGNATION I
t1>>
BLDG.
BUILDING
STR.
STRAIGHT
NOMINAL PIPE DIA.(IN.) - -�
BLK
BLOCK
J.T.
JOINT
ST.S.
STORM SEWER
STORM SEWER SIZE
- - - --24"RCP- - - -
PIPE MATERIAL
B.M.
BOG.
BENCH MARK
SURF.
SURFACE
(1F SHOWN)
BOTTOM
S
SERVICE
BRG.
BEARING
L
SW
SOUTHWEST
FORCE MAIN SIZE
- - - --4"F.M. - - - -
FLOW STREAM IDENTIFICATION
9y
BS
BLACK STEEL PIPE
SYM.
SYMMETRICAL
B.C.V.
BALL CHECK VALVE
.
LAV•
TE LARAL
SIRUCT.
STRUCTURAL
GAS MAIN SIZE
- - - --2"GAS -- - -
I F SHOWN )
G
B.V.
BALL VALVE
LAVATORY
LB.
L.S.
POUND
LINEAR FEET
UNDER DRAIN SIZE
- - - - - 6"U.D.- - - -
PLAN —
WATER SURFACE 17 EL.48.00
PROJECT LOCATION
c
LT.
LVR.
LIGHT POLE
LIFT STATION
SECTION
L W- L
LEFT
T
CABLE TELEVISION,
- CATV- - -
C & G
CL
CURB AND GUTTER
CENTER LINE
LWR•
LOUVER
T & B
TOP & BOTTOM
BURIED
MISC. UTILITY TYPE U.E.C.
CfTY OF
EDGEWATER
C.B.
CATCH BASINB
LAB
LABORATORY
TOP
pc /�
CFM
CUBIC FEET PER MINUTE
T/P
TAN.
TOP OF PIPE
TANGENT
UNDERGROUND ELECTRIC
- - U.E.C.- --
Dc
CFs
C1P
CUBIC FEET PER SECOND
CAST IRON PIPE
T.O-B.
TOP OF BANK
CABLE OR CONDUIT
FIRE HYDRANT LOCATION STA.10+15,RT 20'
CISP
CAST-IRON SOIL PIPE
M
T.B.M.
TEMPORARY BENCH MARK
C.J.
CONSTRUCTION JOINT
T.O.C.
TOP OF CURB
CABLE
- - -U.T.C.- -
6 PLUG VALVE
CIR.
CIRCUIT
MAIL
MATERIAL
T.E.
TOTALLY ENCLOSED
VALVE SIZE, TYPE
CL.
CLASS
MAX.
MAXIMUM
T.E.F.C.
TOTALLY ENCLOSED, FAN COOLED
UNDERGROUND
10+00 26-+-00
A j
CLR.
CLEAR/CLEARANCE
M.B.ACHINE
BOLT
TEL
TELEPHONE
CONDUIT
- -U T. C. N. D- -
G N
CMP
CORRUGATED METAL PIPE
MCC
MOTOR CONTROL CENTER
TEMP.
TEMPORARY/TEMPERATURE
TELEPHONE
.
CONSTRUCTION LINE TYPE, STATION
CMPA
CORRUGATED METAL PIPE ARCH
M.E.
MITERED END
T.E.N.V.
TOTALLY ENCLOSED, NON —VENTILATED
C.M.U.
CONCRETE MASONRY UNIT
MECH.
MECHANICAL
THD.
THREAD/THREADED
DUCT
- - -U.T.D.- - -
TOP OF EMBANKMENT ARROWS POINT
�n
CND.
CO
CONDUIT
MFR.
MANUFACTURER
THK.
THICK
C.O.
CONDUIT T
MGD
MILLION GALLONS PER DAY
TN.O.
TURNOUT
UTILITY POLES OE
- {
DOWN SLOPET T T
CO.
COMPANY
M.H.
MANHOLE
T.O.
TOP OF
0 TELEPHONE LIGHT
COL
COLUMN
MIN.
MINIMUM
TOT.
TOTAL
CONTOUR ELEVATION
CONC.
CONCRETE
MISC.
MISCELLANEOUS
T.P.
TELEPHONE POLE
SURVEY REFERENCE
°
65.0
CONN.
CONNECTION
M.J.
MECHANICAL JOINT
TR.
TREAD OF STAIR
CONC.MON.
IRON PIPE
CONST. CONSTRUCT/CONSTRUCTION MOD. MODIFY/MODIFIED T.R.A. TIE ROD ASSEMBLY ___ VALVE SYMBOL
CONT.
CONTINUOUS
MON.
MONUMENT
T.S.
TUBE STEEL
__ —
VALVES—
SIZE,TYPE
6 GV
MANHOLE, DRAINAGE STRUCTURE
COORD.
COORDINATE
M•W.
MANWAY
TYP.
TYPICAL
COR.
CORNER
M.W.L.
MEAN WATER LEVEL
TRANS.
TRANSFER
WATER METER
❑
CPLG.
COUPLING
T.V.
TELEVISION
_9\
DIRECTION OF FLOW
CPVC
CTR.
CHLORINATED POLYVINYL CHLORIDE
CENTER
N
FIRE HYDRANT SIZE,TYPE
STA.10+15,RT 20'
LOCATION MAP
CAN
CABLE TELEVISION
N
NORTH
' t
SWALE INVERT —�
CULV
CULVERT
N & C
MAIL AND CAP
V
SWALE INVERT -
— —
N.T.S.
CY
CUBIC YARD
N/A
NOT APPLICABLE
U.D.
UNDERDRAIN
CYL,
CU.FT.
CYLINDER
CUBIC FEET
N. C.
NE
NORMALLY CLOSED
NORTHEAST
U.G.
U.G.P.
UNDERGROUND
UNDERGROUND POWER
�
PIPE CULVERT
24"CMP
FENCE _ X--
CU.1N.
CUBIC INCHES
NIC
NOT IN CONTRACT
ULT.
ULTIMATE
C.V.
CHECK VALVE
NO.
NUMBER
U.O.N.
UNLESS OTHERWISE NOTED
SPOT ELEVATION x37.2
C.L.F.
CHAIN LINK FENCE
N.O.
NORMALLY OPEN
U.P.
UTILITY POLE
DIRECTION OF FLOW
—{>
NOM.
NOMINAL
U.T.C.
UNDERGROUND TELEPHONE CABLE
TO BE REMOVED
NPT
NATIONAL PIPE THREAD
UTIL
UTILITY
ASPHALT PAVEMENT
ASPH.
N.R.S.
NON -RISING STEM
UN.
UNION
-
D
N.S.
NEAR SIDE
MISC. STRUCTURE ..
�-:::-::::.:::...::.:.:::::
D
DEGREE OF CURVATURE
N.T.S.
NOT To SCALE
CONCRETE PAVEMENT
�--::'" "'""" "'''
DBL
NW
NY.
NORTHWEST
NYLON TUBING
"
SIDEWALK DRIVEWAY
CONC.
DIET.
DETAIL
D.F.
DRINKING FOUNTAIN
VAC.
VACUUM
TRAVELED WAY
SHELL
D.I.
DUCTILE IRON/DROP INLET
VAR.
VARIES
DIA.
DIAL.
DIAMETER
DIAGONAL
0
V.C.
VERTICAL CURVE
MISC. STRUCTURE
0. C.
ON CENTER
VCP
VITRIFIED CLAY PIPE
DIM.
DIMENSION
O.D.
OUTSIDE DIAMETER
VEL
VELOCITY
--
DIP
DUCTILE IRON PIPE
O.F.
OUTSIDE FACE
VERT.
VERTICAL
FENCE - -
- - x - - - - X_ - - -
DISCH.
DR.
DISCHARGE
DRIVE
O.H.
OVERHEAD
V.PC
VARIABLE FREQUENCY DRIVE
,
DRN.
DRAIN
OPP.
OPPOSITE
V.T.R.
VERTICAL POINT OF CURVATURE
TREES TRUNK DIA
DWG.
DRAWING
OPT.
O.S.Y.
OPTIONAL
OUTSIDE SCREW AND YOKE
V.B_
VOL
VALVE BOX
VOLUME
r DEaDUOUS
' CITRUS
P"
DWV
DRAIN, WASTE AND VENT
O.D.P.
OPEN DRIPOFF
SHRUB OR HEDGE
D/W
DRIVEWAY
DIFF.
DIFFUSER
EDGE OF WOODED AREA
E
E
EAST
PL
PC
PROPERTY LINE
POINT OF CURVATURE
W
WEST
MANHOLE, DRAINAGE STRUCTURE O ❑
Wf
WITH (COMBINED FORM)
EL
EASEMENT LINE
P.C.M.
PERMANENT CONTROL MONUMENT
W/O
WITHOUT
INDEX
EA.
EACH
PE
POLUYETHYLNE
W.C.
WATER CLOSET (TOILET)
ECC.
ECCENTRIC
PEP
POLYETHYLENE
W.C.O.
WALL CLEANOUT
EF
EACH FACE
P.G.
PRESSURE GAUGE
W.F.
WIDE FLANGE
EL
ELEVATION
PI
POINT OF INTERSECTION
W.G.
WATER GAUGE
ELEC.
ELECTRIC/ELECTRICAL
PL
PLATE
W.H.C.
WELDED HALF COUPLING
Ems-
ENC.
ELLIPTICAL
PLAS.
POLY.
PLASTIC/PLASTER
POLYETHYLENE -LINED DUCTILE IRON
W.L.
WATER LINE
�
COVER
SHEET
ENCASEMENT
WM
WATER MAIN
ENGR.
ENGINEER
POB
POINT OF BEGINNING
W.P
WATER PROOF
EOP
EDGE OF PAVEMENT
P.O.J.
PUSH ON JOINT
W.S.
WATER SURFACE
ESMT.
EST.
EASEMENT
ESTIMENT/ESTIMATED
P.P.
PRESS.
POWER POLE
PRESSURE
W.S.EL
WATER SURFACE ELEVATION
�
INDEX
LOCATION MAP ABBREVIATIONS
WSP
WELDED STEEL PIPE
>
>
E•W
EXIST.
EACH WAY
EXISTING
PROP.
P.R.V.
PROPOSED
PRESSURE REDUCING VALVE
WT.
WEIGHT
WELDED
AND LEGEND
EXP.
EXPANSION
P.S.F.
POUNDS PER SQUARE FOOT
W.W.F.
W.W.M.
WIRE FABRIC
WELDED WIRE MESH
EXT.
EXTERIOR EXTENSION
/
PSI
POUNDS PER SQUARE INCH
W_TP
WATER TREATMENT
Ems-
EQUIP.
EFFLUENT
EQUIPMENT
PSIG
PSIA
POUNDS PER SQUARE INCH GAUGE
POUNDS PER SQUARE INCH ABSOLUTE
WWTp
WP-1
WASTEWATER TREATMENT PLANT
WEATHER PROTECTED-1
3
WELL LOCATION
PLAN
PT
POINT OF TANGENCY
P.V.
PLUG VALVE
IF
PVC
PVMT.
POLYVINYL CHLORIDE/POLYVINYL CHLORIDE PIPE
PAVEMENT
vLOCATION
4
SITE TO P O AND WELL DETAILS
F.L.
FLOW LINE
PWR.
POWER
YD(S)
YARD(S)
FAB.
FABRICATE
PPM
PARTS PER MILLION
YR.
YEAR
F.C.V.
FLOW CONTROL VALVE
P.S.
PUMP STATION
F.D.
FLOOR DRAIN
F.F.
FINISHED FLOOR
F.G.
FINISHED GRADE
F.H.
FIRE HYDRANT
Q
FLOW RATE
FIG.
FIGURE
FL,
FLOOR/FLOOR LINE
R
FLG.
FLANGE
F.M.
FORCE MAIN
R
RADIUS
FIN.
FINISH
R/W
RIGHT OF WAY
FRP
FIBERGLASS REINFORCED PLASTIC
RBR.
RUBBER HOSE
FT.
FEET/FOOT
R. C.
REINFORCED CONCRETE
FTG.
FOOTING
R. C. BOX
REINFORCED CONCRETE BOX
FUT.
FUTURE
RCP
REINFORCED CONCRETE PIPE
FV
FOOT VALVE
RCPA
REINFORCED CONCRETE PIPE ARCH
FS
FLOOR STAND
RD.
ROAD
RED.
REDUCER
RM.
ROOM
RPM
REVOLUTIONS PER MINUTE
REBAR
REINFORCING STEEL
R.DRN.
ROOF DRAIN
REF.
REFERENCE
0`
REINF.
REINFORCE/REINFORCED
GA.
GAUGE
RPMP
REINFORCED PLASTIC MORTAR PIPE
__ ___ __ _
_
_ CADD NAME DATE
PROJECT NO.
GAL.
GALLON
REM.
REQD.
REMOVE/REMOVABLE
REQUIRED
INDEX,
LOCATION MAP,87-400.1 1
GALV.
GALVANIZED
DESIGNED BY
GAS
GAS MAIN
R.J.
R.J.
RIVETED
RESTRAINED JOINT
--
DATE
ABBREVIATIONS AND LEGEND -1- --
GND.
GROUND
-DRAWN BY
MAY 1991
GPD
GALLONS PER DAYR.R.
RND.
ROUND
RAILROAD
DYER, RIDDLE MILLS & PRECOURT,INC.
GPM
GALLONS PER MINUTE
RT.
RIGHT
CHECKED BY>
SCALE
GR. GRADE R.V. RELIEF VALVE - - - --- ENGINEERS SURVEYORS SCIENTISTS PLANNERS
CITY OF
EDG EWATER FLORIDA
N.T.S.
G.S.
GALVANIZED STEEL
R.W.L.
RAW WATER LINE
APPROVED BY
GV
GATE VALVE
DATE
ALAN R.
THOMAS WELLFIELDS
REVISIONS
REVISED BY CHECKED
BY CADD FILE NAME G-4
ORLANDO - T A M PA
4
SHEET ,� OF
jw 101991
100'
/-- WELL #7
o WELL _
0
r-- O
Ln
0
0
0
0
N
EXISTING SHELL ROAD
24' 24' - -
(MEAS N 24' 24' 36" W 4253.51')
0
0
0
0
o
�o
0
0
h ^�
40 /
c'v /
Ov /
Cc
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100' 100'
WELL #5
0
WELL o WELL
O O
o T
0 2 5020' 50'1
� o
0
0
N ,i EXISTING SHELL ROAD
276.5 1' 500.00'
17* 58' 57" E
4039.88,
(MEAS S 17- S8? ---�
53 E
1 12' 4039.91-
�E 100'
WELL # 8
1
5 0' 3 2'
i
0 W F
0
,,3 0' 0(:D
/FUTURE WATER ❑
TREATMENT PLANT
O
530.00' 87.00J
WELL # 9
0
0
0
WELL #6
0
0
0
0
N
EXIST. WATER MAIN
600.00'
LIMITS OF
CLEARING (TYP.)
700
WESTERLY R%W LINE I FLORIDA ST
TRACKS IN PL,gCE BOAST RR
i�NAC7IVE)
100'
1
— — — —EXIST.-WATER -MAIN -
121
490.00'
WELL # 10
100'
WELL # 11
o WELL
O
r- o
FUTURE 0
20' WIDE PAVED SOU'5 0
ENTRANCE RD o
EXIST.
MONITORING
° -WE LLS
i
505.00'
i
1560'
rn
NN
��
N
O �
o�
EXISTING o�
6" WELL I
G
- EXISTING SHELL ROAD
G)i
565.00'
R=1809.86'
L=82.1 1'
A=02'36'33"
ACAD DWG #WF- 5
-- PROTECTIVE CAP
<o
0
40
Co o
WELL #7
n
U
24—
~25
��
WELL #6
ELL #5 �_22�
2-- - 20
22
--- CMEAS S ' 58' 5 7„ E
7' 58' S E E 4-039.881
— '039.9 1 ,)
22
23
X
tx
WELL #8 24
LL # 9
,e
21
RECOMMENDED WELL
CONSTRUCTION DESIGN
ROTARY METHOD
--�� WESTERLY
R/W LINE ' FLORIDA
TRACKS IN PLACE EAST COAST RR
(INACTIVE)
23
21
25 WELL # 10
SCq<E
700,
3
23�
1 s �-
WELL 1 °•'
�24
24 _— N
S 23
2 .4 ROAD (TYP.) 20 2
25 �� 21 00
�. 21 �� EX I 1
E P 18.5 rn�.
1� ENTR M ITORI 1 6 WELL N
75
_ LLI WELL o
STING SH LL RCD ING TER LINE 25 24 2 �-
4 24 21 20 20
.26
N 24' 24' 8" W 4253.55' 21--2� 22
(MEAS N 24- 2 ' 36" W 4253.51) P..
R=1809.86'
L=82.1.1 '
A=02'36'33"
ACAD DWG WF-4
J,�� 0 A991