Alan R Thomas Water Treatment Plant & Wellfield - Construction Plans - December 1989 - 06-29-1990!01
CONSTRUCTION PLANS
FOR THE
CITY OF EDGEMfATER. , FLORIDA
PiLp,14 R. 17HOPAikS WATER lmREJkTMENT PLANT11
AND NVELLFIELCI
MAY
DAVID L. MITCHUM
9dl& �Afi 7�&
COUNCIL MEMBERS
GIGI BENNINGTON RUSSELL A. GOLD
THOMAS A. FISH DANNY K. HAYFIELD
UTILITIES SUPERINTENDENT
TERRY A. WADSWORTH
I I 1'
11
�::
I ■.
i_0
PREPARED FOR:
CITY OF EDGEWATER, FLORIDA
PROJECT NO. 87=400olO
DECEMBER 1989
RIDDIE, 1VI�LLS, 8c P R C 0 R T
ENGINEERS* SURVEYORS*PLANNERS
ORLANDO, TAMPA, & JACKSONVILLE, FLORIDA
L I7'�/
y I-N C .
JUN 2 9 1990
INDEX OF DRAWINGS
SHEET NO. DWG. NO.
DRAWING TITLE
SHEET NO. DWG. NO.
DRAWING TITLE
SHEET NO. DWG.
NO. DRAWING TITLE
GENERAL
STRUCTURAL
HVAC
OPERATIONS/MAINTENANCE BUILDING
G-1
-LOCATION MAP & INDEX OF DRAWINGS
S-
1
GENERAL NOTES & DETAILS
MH-1
LOWER LEVEL HVAC PLAN
G-2
ABBREVIATIONS AND DRAFTING LEGEND
MH-2
UPPER LEVEL & MAINTENANCE BUILDING HVAC PLAN
G-3
PLANT FLOW DIAGRAM
OPERATIONS/MAINTENANCE BUILDING
S-2
FOUNDATION PLAN - CLEARWELL & MAINTENANCE
MH-3
CHLORINE & LIME STORAGE BUILDING VENTILATION PLAN
S-3
LOWER LEVEL FOUNDATION PLAN
S-4
SECOND FLOOR FRAMING PLAN
S-5
ROOF FRAMING PLAN
CIVIL
S-6
FOUNDATION DETAILS AND SECTIONS
S-7
FLOOR & ROOF FRAMING DETAILS
C-1
OVERALL SITE PLAN
S-8
SECTION OF FILTER BED & CLEARWELL
C-2
WATER TREATMENT PLANT PLOT PLAN
S-9
SECTION OF FILTER BED & CLEARWELL
ELECTRICAL
& INSTRUMENTATION
C-3
OVERALL PAVING & GRADING PLAN
S-10
STAIR SECTION & NOTES
C-4
WATER TREATMENT PLANT -PAVING & GRADING PLAN
CHLORINE & LIME STORAGE BUILDING
E-1
E-2
SITE PLAN - ELECTRICAL POWER
SITE PLAN - ELECTRICAL GROUNDING
C-5
SLUDGE LAGOON GRADING PLAN
S-1
1
FOUNDATION PLAN
E-3
SITE PLAN - LIGHTENING PROTECTION
C-6
WELL LOCATION PLAN
S-12
CRANE HOIST PLAN
C-7
SITE PLAN - WELL NO. 5 & WELL NO. 6
S-13
ROOF FRAMING PLAN
OPERATIONS BUILDING
C-8
SITE PLAN - WELL NO. 7 & WELL NO. 10
S-14
FOUNDATION DETAILS
E=4
FIRST FLOOR LIGHTNING
C-9
SITE PLAN - WELLS 8, 9 & 11
S
- 15
FRAMING DETAILS
CRANE & ROOF A
E
5 FIRST FLOOR POWER
C-10
SITE DETAILS
E_
6 SECOND FLOOR LIGHTNING & POWER
C-1 1
SITE DETAILS
RECARBONATION BASIN
E
7 MAINTENANCE
S-16
FOUNDATION PLAN
E-8
FILTERS
S-17
SECTIONS
LANDSCAPING &_IRRIGATION
L-1 OVERALL LANDSCAPING PLAN
L-2 WATER TREATMENT PLANT - LANDSCAPING PLAN
L-3 WATER TREATMENT PLANT - IRRIGATION PLAN
L-4 LANDSCAPING DETAILS
L-5 IRRIGATION DETAILS
MECHANICAL
M-1
OVERALL YARD PIPING PLAN & GENERAL NOTES
M-2
WATER TREATMENT PLANT YARD PIPING PLAN
M-3
WATER TREATMENT PLANT - EXPANDED YARD PIPING PLAN
M-4
TYPICAL WELL PUMP - PLAN & SECTION
M-5
AERATOR/HEAD TANK - PLAN, SECTION & DETAILS
M-6
REACTOR BASINS - PLAN
M-7
REACTOR BASINS - SECTIONS & DETAILS
M-8
REACTOR BASINS - PIPING PLAN
M-9
REACTOR BASINS - SECTIONS & DETAILS
M-10
REACTOR BASINS PIPING - PARTIAL SEC Ti0w
M-1
1
RECARBONATION BASIN - PLAN & SECTION
M-12
RECARBONATION BASIN - SECTION
M-13
FILTERS - PLAN
M-14
FILTERS - SECTION
M-15
FILTERS - SECTION
M-16
FILTER PIPING - SECTION
M-17
TYPICAL FILTER - PLAN, SECTION AND DETAILS
M-18
PUMP & BLOWER ROOM - PLAN
M-19
BLOWERS & FILTER AIR PIPING - SECTIONS
M-20
PUMP ROOM SECTIONS
M-21
1.0 MG GROUND STORAGE RESERVOIR - PLAN & SECTIONAL ELEVATION
M-22
GROUND STORAGE RESERVOIR - SECTIONS & DETAILS
M-23
GROUND STORAGE RESERVOIR - SECTIONS & DETAILS
M-24
GROUND STORAGE RESERVOIR - DETAILS
M-25
BACKWASH RECOVERY BASIN - PLAN
M-26
BACKWASH RECOVERY BASIN - SECTIONS
M-27
BACKWASH RECOVERY BASIN - DECANT PUMPS
M-28
SLUDGE PUMPING STATION
M-29
CHLORINE AND LIME STORAGE BUILDING - PLAN
M-30
CHLORINE STORAGE BUILDING - SECTIONS AND DETAILS
M-31
AMMONIA AND CHLORINE ROOM - SECTIONS
M-32
LIME STORAGE BUILDING - SECTION
M-33
LIME STORAGE BUILDING SECTIONS & DETAILS
M-34
LIME STORAGE BUILDING - LIME SILO ROOF PLAN
M-35
LIME & POLYMER SYSTEM - PIPING SCHEMATICS & DETAILS
M-36
AMMONIA SYSTEM
M-37
AMMONIA & CHLORINE SYSTEM - SCHEMATICS
M-38
RECARBONATION SYSTEM - SCHEMATICS & DETAILS
MECHANICAL DETAILS
E-9
REACTOR BASINS/HEAD TANK
REACTOR BASIN TANK &AERATOR HEAD
�
E-10
AMMONIA & BACKWASH RECOVERY
S-18
FOUNDATION PLAN
E-11
CHLORINE & LIME STORAGE BUILDING
S-19
SECTIONS
E-12
LIME HANDILING DETAILS
S-20
DETAILS
E-13
MCC DETAILS
S-21
STAIR SECTIONS & PLAN
E-14
POWER DIAGRAM & PANEL SCHEDULE
E-15
ELEMENTARY DIAGRAMS
BACKWASH RECOVERY BASIN
E-16
WELLFIELDS
S-22
FOUNDATION PLAN
S-23
SECTION & DETAILS
S-24
AMMONIA & FUEL TANKS - PLANS AND DETAILS
-1
SYMBOLS AND ABBREVIATIONS
-2
PIPING & INSTRUMENTATION DIAGRAMS '
ARCITECTURAL
I-3
FLOW CHARTS
A-1
ARCHITECTURAL SITE PLAN
A-2
ARCHITECTURAL ABBREVIATIONS & SYMBOLS
OPERATIONS/MAINTENANCE BUILDING
A-3
FLOOR PLANS
A-4
LOWER LEVEL FLOOR PLAN
A-5
UPPER LEVEL FLOOR PLAN
A-6
ROOF PLAN
A-7
LOWER LEVEL REFLECTED CEILING PLAN
A-8
UPPER LEVEL REFLECTED CEILING PLAN
A-9
EXTERIOR ELEVATIONS
A-10
EXTERIOR ELEVATIONS
PAP
A-11
LONGITUDINAL SECTION
A-12
CROSS SECTION
SR 44
A-13
WALL SECTIONS
A-14
INTERIOR ELEVATIONS &SCHEDULES
A-15
DOOR DETAILS
CHLORINE & LIME STORAGE BUILDING
A-1 6
FLOOR PLAN
A-17
ROOF PLAN
A-18
NORTHEAST ELEVATIONS
A-19
SOUTHWEST ELEVATIONS
A-20
NORTHWEST ELEVATIONS
A-21
SOUTHEAST ELEVATIONS
A-22
SECTIONS
A-23
SECTIONS
A-24
WALL SECTIONS
A-25
DOOR SCHEDULE AND DETAILS
[DI I IRAQIKI(-`
OPERATIONS/MAINTENANCE BUILDING
PL-1 LOWER LEVEL PLUMBING PLAN
PL-2 UPPER LEVEL & MAINTENANCE BUILDING
PLUMBING PLAN
PL-3 SANITARY RISER DIAGRAM & DETAILS
D-1 MECHANICAL DETAILS
D-2 MECHANICAL DETAILS CHLORINE & LIME STORAGE BUILDING
D-3 MECHANICAL DETAILS PL-4 PLUMBING PLAN
D-4 MECHANICAL DETAILS PL-5 SANITARY RISER DIAGRAM
D-5 HANDRAIL DETAILS
Q I Kowil 11 u$ ► ►, U
LOCATION MAP & INDEX OF DRAWINGS
CITY OF EDGEWATER, FLORIDA
ALAN R. THOMAS WATER TREATMENT PLANT & WELLFIELD
A
B
P
U
GA.
GAU GE
ABD.
ABANDON OR ABANDONED
GAL.
GALLON
PC
POINT OF CURVATURE
U.D.
UNDERDRAIN
AC.
ACRE
GALV.
GALVANIZED
P.C.M.
PERMANENT CONTROL MONUMENT
U.G.
UNDERGROUND
A/C
AIR CONDITIONING
GAS
GAS MAIN
PE
POLUYETHYLENE
U.G.P.
UNDERGROUND POWER
ACCMP
ASPHALT COATED CORRUGATED METAL PIPE
GND.
GROUND
PEP
POLYETHYLENE
ULT.
ULTIMATE
ACP
ASBESTOS CEMENT PIPE
GPD
GALLONS PER DAY
P.G.
PRESSURE GAUGE
U.O.N.
UNLESS OTHERWISE NOTED
AFF
ABOVE FINISHED FLOOR
GPM
GALLONS PER MINUTE
PI
POINT OF INTERSECTION
U.P.
UTILITY POLE
AFG
ABOVE FINISHED GRADE
GR.
GRADE
T-
PROPERTY UNE
U.T.C.
UNDERGROUND TELEPHONE CABLE
AHD
AHEAD
G.S.
GALVANIZED STEEL
PL.
PLATE
UTIL.
UTILITY
AL
ALUMINUM
GV
GATE VALVE
PLAS.
PLASTIC/PLASTER
UN.
UNION
ALT.
ALTERNATE
POLY.
POLYETHYLENE -LINED DUCTILE IRON
APPROX.
APPROXIMATE
POB
POINT OF BEGINNING
ARCH.
ARCHITECTURE
P.O.J.
PUSH ON JOINT
ARV
AIR RELEASE VALVE
H
P.P.
POWER POLE
ARW
AIR RELEASE VACUUM VALVE
HB
HOSE BIBB
PPM
PARTS PER MILLION
V
ASPH.
ASPHALT
H.D.
HEAVY DUTY
PRESS.
PRESSURE
VAC.
ASSY.
ASSEMBLY
HOA
HAND/OFF/AUTO
PROP.
PROPOSED
VAR.
AVE.
AVENUE
HORIZ.
HORIZONTAL
P.R.V.
PRESSURE REDUCING VALVE
VB
AUTO
AUTOMATIC
P S
PUMP STATION
V C
B
BCV
BALL CHECK VALVE
BF
BLIND FLANGE
BFV
BUTTERFLY VALVE
BK.
BACK
It
BASE LINE
BLDG.
BUILDING
BLK
BLOCK
BM
BENCH MARK
BOC
BACK OF CURB
BOT.
BOTTOM
BRG.
BEARING
BS
BLACK STEEL PIPE
BV
BALL VALVE
C
CAN
CABLE TELEVISION
C.B.
CATCH BASIN
CFM
CUBIC FEET PER MINUTE
CFS
CUBIC FEET PER SECOND
C & G
CURB AND GUTTER
CIP
CAST IRON PIPE
CIR.
CIRCUIT
CISP
CAST-IRON SOIL PIPE
C.J.
CONSTRUCTION JOINT
CENTER LINE
CL.
CLASS
C.L.F.
CHAIN LINK FENCE
CLR.
CLEAR/CLEARANCE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
C.M.U.
CONCRETE MASONRY UNIT
CND.
CONDUIT
C.O.
CLEAN OU T
CO.
COMPANY
COL.
COLUMN
CONC.
CONCRETE
CONN.
CONNECTION
CONST.
CONSTRUCT/CONSTRUCTION
CONT.
CONTINUOUS
COORD.
COORDINATE
COR.
CORNER
CPLG.
COUPLING
CPVC
CHLORINATED POLYVINYL CHLORIDE
CTR.
CENTER
CULV
CULVERT
CY
CUBIC YARD
CYL.
CYLINDER
CU.FT.
CUBIC FEET
CU.IN.
CUBIC INCHES
CV
CHECK VALVE
D
D
DEGREE OF CURVATURE
DBL.
DOUBLE
DET.
DETAIL
D.F.
DRINKING FOUNTAIN
D.I.
DUCTILE IRON/DROP INLET
DIA.
DIAMETER
DIAG.
DIAGONAL
DIFF.
DIFFUSER
DIM.
DIMENSION
DIP
DUCTILE IRON PIPE
DISCH.
DISCHARGE
DR.
DRIVE
DRN.
DRAIN
DWG.
DRAWING
DWV
DRAIN, WASTE AND VENT
D/W
DRIVEWAY
E
E
EAST
EA.
EACH
ECC.
ECCENTRIC
EF
EACH FACE
EFF.
EFFLU EN T
li-
EASEMENT LINE
EL.
ELEVATION
ELEC.
ELECTRIC/ELECTRICAL
ELP.
ELLIPTICAL
ENC.
ENCASEMENT
ENGR.
ENGINEER
EOP
EDGE OF PAVEMENT
EQUIP.
EQUIPMENT
ESMT.
EASEMENT
EST.
ESTIMATE/ESTIMATED
E.W.
EACH WAY
EXIST.
EXISTING
EXP.
EXPANSION
EXT.
EXTERIOR/EXTENSION
F
FAB.
FABRICATE
FAC
FLANGED ADAPTER COUPLING
F.C.V.
FLOW CONTROL VALVE
F. D.
FLOOR DRAIN
F.F.
FINISHED FLOOR
F.G.
FINISHED GRADE
F.H.
FIRE HYDRANT
FIG.
FIGURE
FIN.
FINISH
F.L.
FLOW UNE
FL.
FLOOR/FLOOR LINE
FLG.
FLANGE
F.M.
FORCE MAIN
FRP
FIBERGLASS REINFORCED PLASTIC
FS
FLOOR STAND
FT.
FEET/FOOT
FTG.
FOOTING
FUT.
FU TU R E
FV
FOOT VALVE
HP
HORSEPOWER
HR.
HOUR
P.S.F.
POUNDS PER SQUARE FOOT
VCP
HT.
HEIGHT
PSI
POUNDS PER SQUARE INCH
VEL.
HVAC
HEATING, VENTILATION AND AIR CONDITIONING
PSIG
POUNDS PER SQUARE INCH GAUGE
VERT.
H.W.L
HIGH WATER LEVEL
PSIA
POUNDS PER SQUARE INCH ABSOLUTE
VFD
HWY
HIGHWAY
PT
POINT OF TANGENCY
VFC
HYDR.
HYDRAULIC
P.V.
PLUG VALVE
VOL.
PVC
POLYVINYL CHLORIDE/POLYVINYL CHLORIDE PIPE
PVMT.
PAVEMENT
PWR.
POWER
I
ID
INSIDE DIAMETER
IN.
INCHES
INF.
INFLUENT
I NT.
INTERSECTION
INV
INVERT
IP
IRON PIPE
IRR.
IRRIGATION
J
J.B. JUNCTION BOX
J.T. JOINT
L
LAB
LABORATORY
LAT.
LATERAL
LAV.
LAVATORY
LB.
POUND
L.S.
LINEAR FEET
LT.
LIGHT PC. F
LVR.
UFT STATION
LW.L
LEFT
LWR.
LOUVER
M
MATL MATERIAL
MAX.
MAXIMUM
M.B.
MACHINE BOLT
MCC
MOTOR CONTROL CENTER
M.E.
MITERED END
MECH.
MECHANICAL
MFR.
MANUFACTURER
MGD
MILLION GALLONS PER DAY
M.H.
MANHOLE
MIN.
MINIMUM
MISC.
MISCELLANEOUS
M.J.
MECHANICAL JOINT
MOD.
MODIFY/MODIFIED
MON.
MONUMENT
M.W.
MANWAY
M.W.L.
MEAN WATER LEVEL
N
N
NORTH
N/A
NOT APPLICABLE
N & C
NAIL AND CAP
N.C.
NORMALLY CLOSED
NE
NORTHEAST
NIC
NOT IN CONTRACT
NO.
NUMBER
N.O.
NORMALLY OPEN
NOM.
NOMINAL
NPT
NATIONAL PIPE THREAD
N.R.S.
NON -RISING STEM
N.S.
NEAR SIDE
N. T.S.
NOT TO SCALE
NW
NORTHWEST
NY.
NYLON TUBING
0
0. C.
ON CENTER
O.D.
OUTSIDE DRIP PROOF
O.D.P.
OPEN DRIPOFF
O.F.
OUTSIDE FACE
O.H.
OVERHEAD
OPP.
OPPOSITE
OPT.
OPTIONAL
O.S.Y.
OUTSIDE SCREW AND YOKE
Q FLOW RATE
R
R RADIUS
RBR.
RUBBER HOSE
R.C.
REINFORCED CONCRETE
R. C. BOX
REINFORCED CONCRETE BOX
RCP
REINFORCED CONCRETE PIPE
RCPA
REINFORCED CONCRETE PIPE ARCH
RD.
ROAD
R.DRN.
ROOF DRAIN
RED.
REDUCER
REBAR
REINFORCING STEEL
REF.
REFERENCE
RE1NF.
REINFORCE/RE(NFORCED
RPMP
REINFORCED PLASTIC MORTAR PIPE
REM.
REMOVE/REMOVABLE
READ.
REQUIRED
RIV.
RIVETED
R.J.
RESTRAINED JOINT
RM.
ROOM
RND.
ROUND
RPM
REVOLUTIONS PER MINUTE
R.R.
RAILROAD
RT.
RIGHT
R.V.
REU EF VALVE
R/W
RIGHT OF WAY
R.W.L.
RAW WATER LINE
S
S
SOUTH
S=
SLOPE (FT/FT)
SAN.
SANITARY
SCHED.
SCHEDULE
SE
SOUTHEAST
SEC
SECTION
SGL
SINGLE
SHLD.
SHOULDER
SHT.
SHEET/SHEETING
SIG.
SIGNAL
SIM.
SIMILAR
SLV.
SLEEVE
S.M.
SHEET METAL
SOF.
SOFFI T
SOL.V.
SOLENOID VALVE
SP.
SPACE
SPCG.
SPACING
SPEC.
SPECIFICATION
SPRT.
SUPPORT
SQ
SQUARE
S.S.
SANITARY SEWER
S.ST L.
STAINLESS STEEL
ST.
STREET
STA.
STATION
STD.
STANDARD
STK.
STAKE
STL.
STEEL
STL.P
STEEL PIPE
STR.
STRAIGHT
STRUCT.
STRUCTURAL
ST.S.
STORM SEWER
SURF.
SURFACE
SVC.
SERVICE
SW
SOUTHWEST
SYM.
SYMMETRICAL
T
TAN.
TANGENT
T & B
TOP & BOTTOM
T/B
TOP OF BEAM
T.B.M.
TEMPORARY BENCH MARK
T.E.
TOTALLY ENCLOSED
T.E.F.C.
TOTALLY ENCLOSED, FAN COOLED
TEL
TELEPHONE
TEMP.
TEMPORARY/TEMPERATURE
T.E.N.V.
TOTALLY ENCLOSED, NON -VENTILATED
THD.
THREAD/THREADED
THK.
THICK
TN. 0.
TURNOUT
T.O.
TOP OF
T.O.B.
TOP OF BANK
T. 0. C.
TOP OF CURB
TOT.
TOTAL
T/P
TOP OF PIPE
T.P.
TELEPHONE POLE
TR.
TREAD OF STAIR
T.R.A.
TIE ROD ASSEMBLY
TRANS.
TRANSFER
T.S.
TUBE STEEL
T.V.
TELEVISION
TYP.
TYPICAL
VACUUM
VARIES
VALVE BOX
VERTICAL CURVE
VITRIFIED CLAY PIPE
VELOCITY
VERTICAL
VARIABLE FREQUENCY DRIVE
VERTICAL POINT OF CURVATURE
VOLUME
W
W
WEST
W/
WITH (COMBINED FORM)
W.C.
WATER CLOSET (TOILET)
W.C.O.
WALL CLEANOUT
W.F.
WIDE FLANGE
W.G.
WATER GAUGE
W.H.C.
WELDED HALF COUPLING
W.L
WATER LINE
WM
WATER MAIN
W/0
WI TH OU T
W. P
WATER PROOF
WP-1
WEATHER PROTECTED-1
W.S.
WATER SURFACE
W.S.EL.
WATER SURFACE ELEVATION
WSP
WELDED STEEL PIPE
WT.
WEIGHT
WTP
WATER TREATMENT PLANT
W.W.F.
WELDED WIRE FABRIC
W.W.M.
WELDED WIRE MESH
WWTP
WASTEWATER TREATMENT PLANT
Y
YD(S) YARD(S)
YR. YEAR
PLANT CONSTRUCTION
FITTING & PIPING SYSTEM
- - - - - EXISTING PIPE
NEW PIPE
• -- - EXIST. PIPE TO BE ABANDONED
-���- EXIST. PIPE TO BE REMOVED
- WELDED JOINT
GROOVED END JOINT
- - --+�- FLANGED JOINT
El MECHANICAL JOINT
E=3=— E BELL & SPIGOT JOINT
_ HUB & SPIGOT JOINT
(RUBBER GASKET)
- BALL JOINT
FLANGED ADAPTER COUPLING
GROOVED ADAPTER FLANGE
c a- FLEXIBLE COUPLING
FLEXIBLE COUPLING WITH
THRUST TIES
-- gli-f- STEEL BELLOW XP JOINT
�- ELASTOMER BELLOWS XP JOINT
---- �� ELBOW UP (FLANGED)
ELBOW DOWN (FLANGED)
-- - -*o�- TEE UP (FLANGED)
-T TEE DOWN (FLANGED)
- LATERAL UP (FLANGED)
- -�- LATERAL DOWN (FLANGED)
CONCENTRIC REDUCER (FLANGED)
--�,r- ECCENTRIC REDUCER (FLANGED)
- � ---�h-- UNION
VALVE SYMBOLS_
EXISTING PROPOSED
-�- PINCH -�--
- -D4- - GATE
BUTTERFLY
- � - PLUG----{�--
-�11F-- CHECK---1'��-
_ IN -LINE
PRESSURE RELIEF
--+���- NEEDLE
-��r- DIAPHRAGM �-
-- SOLENOID
-�-- BALL �-
- � - CONTROL
FCV-FLOW CONTROL j
- PRV-PRESSURE REDUCING
i?SV-PRESSURE SUSTAINING
FLANGED JO
VALVE -) I IVIL)UL.
M = ELEC MOTOR
PNEUMATIC MOTOR
i = HYDRAULIC MOTOR
MECH JOINT
CIVIL CONSTRUCTION
EXI STING
BASELINELp-
RIGHT OF WAY
- -
PROPERTY LINE
- - -
EASEMENT LINE ----------
CENTERLINE
-
SPOT ELEVATION
X 79.5
CONTOUR ^ --75" -- ^ --
WATER MAIN SIZE -
- - 8"WM - - -
SANITARY SEWER SI ZE -
- - 12"S. S. - - -
STORM SEWER SIZE -
- - 24"RCP - - -
FORCE MAIN SIZE -
- - 4"F.M. - - -
GAS MAIN SIZE -
- - 2"GAS - - -
UNDER DRAIN SIZE -
- - 6"U.D. - - -
CABLE TELEVISION, -
- - CATV - - -
BURIED
UNDERGROUND ELECTRIC -
- - U.E.C. - - -
CABLE OR CONDUIT
CABLE -
- - U.T.C. - - -
UNDERGROUND
TELEPHONE CONDUIT -
- - U.T.C.N.D. - - -
DUCT -
- - U.T.D. - - -
- OE
--C- -0-
UTILITY POLES
POWER
TELEPHONE LIGHT
SURVEY REFERENCE
°
CONC.MON.
IRON PIPE
VALVE
SYMBOL
VALVES - - -
SIZE,TYPE 6"GV
WATER METER ❑WM
FIRE HYDRANT SIZE,TYPE
STA.10+15,RT 20'
PIPE CULVERT C
�--
_--�.�- 24" CM P
DIRECTION OF FLOW
ASPHALT PAVEMENT
ASPH.
CONCRETE PAVEMENT
CONC.
SIDEWALK DRIVEWAY
TRAVELED WAY
SHELL
MISC. STRUCTURE
FENCE - --
-x - -- -X- -- -
JIF
TREES TRUNK DIA
gTRl.1S
8' DECIDUOUS
PALIi
SHRUB OR HEDGE
EDGE OF WOODED AREA
DENOTES SHEET NO.
SECTION SHOWN ON
DENOTES SECTION
NO. IDENTIFICATION
SECTION
SCALE:
DENOTES SHEET
NO. SECTION TAKEN
FROM
N E W
C
AxBxC TEE
TEE Al D A TEE (A=B=C)
C
CROSS A B AxBxCxD CROSS
A CROSS (A=B=C=D)
B AxB (WHEN NOTED) BEND C
BEND A A BEND C (A=B)
C B
WYE A B AxBxC WYE
A WYE (A=B=C)
PLUG � � CONST.
10i00
SLUDGE FORCE MAIN g" SLUDGE FORCE MAIN
PIPE DESIGNATION I
NOMINAL PIPE DIA.(IN.)J
FLOW STR AM IDENTIFICATION
(IF SHOWN
WATER SURFACE PLAN
SECTION
MISC. UTILITY TYPE
D EL. 69.00
U.E.C.
Al�
FIRE HYDRANT
LOCATION STA.10+15,RT 20'
6" PLUG VALVE
VALVE
SIZE, TYPE
10+00 26+00
CONSTRUCTION LINE
12
TYPE, STATION
TOP OF EMBANKMENT
ARROWS POINT
DOWN SLOPE T T T
CONTOUR
ELEVATION
89 0
MANHOLE, DRAINAGE
STRUCTURE ■
DIRECTION OF FLOW
PF
SWALE INVERT
FENCE
v v v
SPOT ELEVATION
89.0
TO BE REMOVED
MISC. STRUCTURE
CONTROL ELEV.
EL. 69.69
PROP '�� a CONSTRUCTION
MISC. STRUCTURE
[77.
................... - -
MISC. STRUCTURE
----PROP. 6" TS - -
MISC. STRUCTURE
- PROP. N.W. EXPRESSWAY
DRAFTING LEGEND,
SECTION SYMBOL
DENOTES SHEET
NO. SECTION
M-1 SHOWN ON DETAIL
M-1 2 SCALE:
DENOTES SECTION
NO. IDENT1FiCATION
SECTION SYMBOL
DYER, RIDDLE, MILLS & PRECOURT, INC.
ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS
DESIGNED BY DRAWN BY CHECKED BY APPROVED BY
DATE REVISIONS REVISED BY NECKED BY I RSE
DENOTES SHEET NO.
DETAIL SHOWN ON
M-1
A
DENOTES DETAIL LETTER
IDENTIFICATION
DETAIL SYMBOL
DENOTES SHEET
NO. DETAIL TAKEN
FROM
DETAIL SYMBOL
ABBREVIATIONS AND DRAFTING LEGEND
CITY OF EDGEWATER, FLORIDA
ALAN R. THOMAS WATER TREATMENT PLANT
AND VVELLFIELD
DENOTES SHEET NO.
DETAIL SHOWN ON
DENOTES DETAIL
LETTER IDENTIFICATION
e
ACAD DWG #8740OG-2
PROJECT NO.
8�-400.10
DATE
OCTOBER 1989
scALE NO SCALE
SHEET ? OF ?
GENERAL NOTES
X
W
V)
V)
2
W
Z
2
U
M
LoI
r' WIDE SWING GATE -
'C-1 1
C
100, �- 100,
cl)�
WELL #5 WELL #6
i I i jI
LIMITS OF CLEARING - LIMITS OF CLEARING
c�
z I 5' I0,
I I
I
350'
�X-
WELL #7
44
950'`
S 17- 58' 57" -
o AS 17' 58, E
ME 4039, 88 _
E 4039. g 1 ,)
6' HIGH CHAIN LINK FENCE
� C;-1 1
A
- _ _X _ o
,X` o
X WELL #9 --;
10" Cabbage Palms X -
WELL #8 �(TO BE RELOCATED) I
10 .,abbage Palm -�
(TO BE RELOCATED)
0 o
WATER TREATMENT"
15 Sand Pine ' ( .,PLANT U TO REMAIN) '�
SEA DWG. C-2
;EXISTING SHELL ROAD _ 8" Cabbage Falm
(TO BE RELOCATED)
N 24' 24' 38'1 W 4253.55'
6' HIGH CHAIN LINK FENCE c-11 (MEAS N 24' 24' 36" W 4253.51')
(1' INSIDE PROPERTY LINE) A 1400'
8" Cabbage Palms
(TO BE RELOCATED)
1 . The bearings shown hereon are based on Centerline Construction SR 442, DOT Project
No. 79509-2601, last revised 5-18-69.
2. Vertical control is based on Florida Department of Transportation Datum — (1-95
Published Datum.)
3. Benchmark — FDOT disc in top of concrete at S.E. end of Southbound 1-95 Bridge
over SR 442 marked 1-95 M2. Elevation 49.790
4. For Well Location Plan, See Drawing C-6.
5. See Drawings C-7 through C-9 for individual Well Site Plans.
6. Any gopher tortoises which are found within the limits of construction will be relocated by the City
to undisturbed areas on the site. Any relocations required will be in accordance with Florida Game and
Fresh Water Fish Commission Regulations.
7. Parking Space Calculation:
Required number of spaces estimated
at eight (8);
based on maximum number of employees
W
at plant at any given time. Fourteen
(14) spaces
provided, including two (2) handicapped spaces.
i
M
8. Drainage Data:
DESCRIPTION
ACREAGE
W
Paved parking, roads and buildings:
2.4
4.7%
=
to
Open tanks and pervious areas:
49.2
95.3%
Total:
51.6
100%
W
Z
9. Structure Data:
DESCRIPTION
EH IGHT
FLOOR AREA �SF�
=
Operations/Maintenance Building
30,
7700
U
Chlorine/Lime Storage Building
21'-4"
2376
QLime
Storage Silo
53'
n/a
Aerator/Head Tank
38,
n/a
Reactor Basin
29'
n/a
Recarbonation Basin
19'-6"
n/a
Filters
17'-6"
n/a
Ground Storage Reservoir
34'
n/a
10. General site clearing shall be limited to 4 feet outside of the perimeter of
chain link fence. Clearing around well sites and entrance road shall be as
shown on this drawing. Absolutely no site clearing shall be performed outside
of these limits without the written permission of the Engineer.
11. Existing Trees within the "Limits of Clearing" boundaries are located on this drawing.
All existing trees shall be left in place or relocated on site (as noted on drawing).
12. Relocation of existing trees shall be in strict accordance with Volusia County Land
Development Code, Section 1006. All existing trees to remain shall be protected during
construction in accordance with Volusia County Land Development Code" Section 1007.
13. Zoning Classification: A-3
14. Special Exception for Public Utility Uses, Wells and Structures.
Volusia County File No. 89-186—Z.
Approved 1-1 1-90,
�- CONSTRUCTION BASE LINE 100' - _ _ --�- WESTERL
- -- Y R/W LINE
-- WELL # 1 0 TRACKS IN FLORIDA EAST COAST
PLACE INACTIVE) RR
14' Gum Tree _ - LIMITS OF CLEARING i-�- 100, )
(TJ REMAIN) r- - WELL #1 1
LIMITS r-')F CLEARING
- 10 Cabba t Palm "
1 P g 2 Cabbage Palm
i
(TO REMAIN) I J (TO REMAIN)
F
lu
_J
FFI - LIMITS OF CLEARING "TYF
20' WIDE PAVED N I 5?0 ;
ENTRANCE RD ;n EXIST. E' WELL
I�
Op
---- --- --- -- --- ---
CANTILEVER GATE W/ C-1 �1 EL.
ELECTRIC OPERATOR B EL. 25.30 I
160'
1560'
TBM - EOP NAIL IN 14 INCH PINE, 585± NORTH
OF NORTHERLY RIGHT OF WAY LINE OF SR 442 AND
2'± WESTERLY OF THE WESTERLY PROPERTY LINE.
ELEVATION - 25.30
�- R-1809.86'
L- 82.42'
A-02'36'33"
(MEAS.)
R-1809.86'
L-82.1 1
L-02'35'57"
C-1
D
ACAD DWG #87400C-1
0
0
-- x
i—x
� x
SLUDGE STORAGE PONDS
(SEE DWG. C-5)
r
N
i
�n
N
WELL #8 DRAWING C_ 9 FOR
1, (TYP)
�— x
x - —
RECOVERY
SIN
WESTERLY R/W FLORIDA EAST COAST RR (INACTIVE)
530'
87'
x ---- 6" HIGH CHAIN LINK FENCE
rc 1 1
WELL
� x
--- x
x 7 0'
WELL #9 -`
-- - - - -
WELL
N \
40
20' WIDE PAVED DRIVE PT
10, \
R=90.00' SEE DRAWING C-9 FOR
AMMONIA A=64'27'0" �
LIME L-10 4 \ ; STABILIZED ROAD LOCATION
CHLORINE STORAGE - 1 2 '
BUILDING \
BUILDING 1
260'
AERATOR/ DUMPSTER PC
HEAD TANK
27' 27' 21 ' 20' 9 7.5' 9 4.5'
20' WIDE PAVED DRI'
x--
N
42' DIA
- REACTOR BAST 42' DIA
REACTOR BASIN
Nn 1 NO 2 I -
N
Ln
�..i 5'�-
CO 2 ,
26.5' 20' 192'
RECARBONATION
BASIN
I
0)
s
FILTERS OPERATIONS/ .off 12' 10' 10'
MAINTENANCE TYP , N
15 � � 72 � BUILDING : _ 4fi.54
PARKING
12�1010' �p
A/C PAD o
C'4
_ � J
EMERGENCY 1350 GAL. SEPTIC TANK
FP&L & DRAINFIELD, SEE C-11
GENERATOR -
FUEL _ _ __D
STORAGE N� 6 _
DRAINFIELD _ 1
N
o 28' 10' 15'
30'
214'
11 \7'O"
6
x x
6" HIGH CHAIN LINK FENCE (TYP) rc_11
A
188'
-r \
CONSTRUCTION BASE LINE
C-11 25' WIDE ELECTRIC
g OPERATED CANTILEVER GATE
J I x --- X
1560' TO SR 442 R/W
1'
30,
x
0
0
W
Z
.I
GENERAL NOTES
1. The bearings shown hereon are based on Centerline Construction SR 442, DOT Project
No. 79509-2601, last revised 5-18-69.
2. Vertical control is based on Florida Department of Transportation Datum - (1-95 EXIST. CONC HEADWALL
Published Datum.)
3. Benchmark - FDOT disc in top of concrete at S.E. end of Southbound 1-95 Bridge
over SR 442 marked 1-95 M2. Elevation 49.790
4. See Drawings C-7 through C-9 for individual Well Site Plans.
5. All constructed slopes, backslopes and berms must be sodded.
6. All stormwater pipe end treatments lower than the flood stage of the retention areas
must be mitered at 4:1 or flatter. Construct mitered end sections in accordance with
FDOT Index #273. Maximum openning between grates must not be greater than 4-1/2".
7. All work within the FDOT Right of Wat shall be in accordance with in th current issues of the
Florida Department of Transportaiton Standard Specifications for Road and Bridge Construction's and
the "Roadway and Traffic Design Standards indexes.
' \ \ _--
--- --- 23
-25 -
--26
N^
�
co' I \
/ \
\ I t\
\ CD
LLJ
25 `-
' V-co 21
CO co 24
CO 0
l
ry I
W
z
J
24.0 ELL #5 / \ 3.0 WELL #6 22- /
co
-`� N
/
1 2
zzl
---� --- --- --- ---
S.R. 442
6" 12'
EXIST. ASPHALT PAVEMENT
& BASE TO REMAIN
EXIST. 24!' RCP
12" STABILIZED SUBGRADE, LBR 40 PER FDOT STANDARD
SPECIFICATIONS, SECTION 160-2
COMPACTED LIMEROCK: 10" THICKNESS, 2 LIFTS OF
5" EACH; PRIMED. AVG. LBR NOT LESS THAN 100.
COMPACTED TO 98% OF MAX DENSITY PER AASHTO T-180,
MODIFIED PROCTOR
1-1/2 #1 THICK
TYPE "S-1" ASPHALT
ENTRANCE ROAD TO
WTP SITE, SEE TYPICAL
SECTION, DWG C-10
20.8
5' WIDE CONC. WALK
CONSTRUCT DITCH BLOCK
20.9 121..0
0
o
N
T `ram
_ 21�
MATCH EXIST. PAV'T
I 2 a
353 V-
C
x21 9X211 X22 3
r �
,
22.00
QI
22-
N
2�
X2p � i
20 -
_ / / z• 225-
189� iniv Fi � / 1 C-:
X22 , "
�-- 24 RCP
11
-
��- � 22 4O 2 9� 96 0
-- 19 - - 22 16 1 2. 22.9 X22.
56 L.F. DOUBLE CENTERLINE
20 PAINTED YELLOW PER FDOT
_ SPECIFICATIONS
122.60 N 22.42 EXIST CONC. VALVE BOX
RAISE AS REQ D TO MATCH PAV T
- -- - N23.26 1
22.8511
2.85 23.10 2'd 47 x 35
509
TAPER
A
�'1 6 17.71
` 1
247WIDE WHITE Z X229 6
30" STOP STOP BAR
SIGN MATCH EXIST. PAV'T (TYP)
CONSTRUCT MITERED \
END SECTION (TYPICAL
EACH END OF PIPE) �
i
5 i
X2A,4 I
GRAD TO 229 6
DRAI XZ ��0 CONSTRUCT 70 L. F.
� X
2 � 2 OF 19" X 30" RCP
l NV. E 18.8
�INV. W 19.0
- 19 ��121 - 20
_22 950,
� s s 2 8B �
/ 4039•88,
"
40321 g.91 � 2
ENTRANCE ROAD
X �---- _ 1- 23 -- - --� � WESTERLY 0_3
I __-- _ R/W LIN DETAIL L
1 � X --- `-- -- �_ ----- = �_ _ -2 �- __ � GRID
N - -- - _ TRACKS !N PLACE q EAST COAST RR 1"=30'-0" c_3 A SC,�
--�
\ I _ _ _ - '_ _ - -- (INACTIVE
X =-� -- WELL 24 E Ej �F'
t6NSTRUCTION BASE LINE 23� -� ,2 - --
00,
22
FECRR
LD
� 25 � -
I-
2 \\ , 25 now- - 22 -- . 23 - _ �-
25.0 �-W L#1� SLUDGE LAGOON 25 -- - p - �.� / = 2 , 23
SEE DWG C-5 , _ 27 \ \WELL # 1 1 24.
1.5 / / 24 1 22.0
_ - - f \ \ - 24 --
I T T _ �N ST. 16 Lam- �� 23 23 -_ _ o
" 15 CM-P I NV. EL. 2,0'0 --- 22 r cv r7
-- - �� 15 CM INVI EL. 21.0 _
WELL 7 1 21
# $EE DWG: - 4 _ _ N
RETENTION 21
\ 27
C�0 N ST 16
� � �I ST. � LF
1
rTCONST.
IFOR THIS
ENTRANCE
SEE ROAD
D ETAI L
1 - - 19- ---� EXIST,6" WELL C-3 \ �` POND _r - -15" C M O, I N EL. 1�.67 15" MP__I NV, E�20.
x �� '/ 20 8 21.0 ° N a
2 � I 194 196 �. 198 200 205 � � �-
EXIST IIN� HELL ROAD \ J 25` ,\ _ 4 -- �� -� - 2 - ?
\ \ _ �-
------- -- - --- --- -- ��---_ 26 24 , _ \ 24.0 ---- 23.5 \ !�
rn
Y X f
• --- 24 - 22 - 25.0 24. \�� 20' WIDE PAVED TBM ---
N 24 24 8 W 4253.55
6' HIGH CHAIN LINK FENC rc11 MEAS N 24' 24; 36" W 4253.51' - -' �PiENTRANCE RD EL. 25.30 R=1809.86 (MEAS.)
( >,
L-82 42 R-1809 86
(1' INSIDE PROPERTY LIN A \ 1400' FOR CONSTRUCTION OF A=02'36'33" L=82.11
SPECIAL DITCH SEE=02'35'57" _
r---10 C 3
2
SEE TYPICAL SECTION C-10
2 SIM. ACAD DWG #874000-3
TBM - 60P NAIL IN 14 INCH PINE, 585'f NORTH
OF NORTHERLY RIGHT OF WAY LINE OF SR 442 AND
2'f WESTERLY OF THE WESTERLY PROPERTY LINE.
ELEVATION - 25.30
X
SLUDGE LAGOON
(SEE DWG. C-5 FOR
GRADING PLAN)
-- -- - -- WESTERLY R/W FLORIDA EAST COAST RR (INACTIVE --- -__
23
X - 530, f 87,
*4-* 137' 50' x �6" HIGH CHAIN LINK FENCE 118
x _�
TRANSITION
WELL #8 x
WELL DRIVE C-10 ---�- -
G x
(TYP) ---_
¢�• p 9 20 WI D PAVED - / x--- x
X �ROAD C-10 - \
b
rc--,"o DRAINAGE SWALE �' S_5 x �� x NATURAL GROUND
_ j E (TYP) 1 SIM. 75 f L.F. 24" C-10 15" CMP 18 f L.F. APPROX. EL. 24.0 NATURAL GROUND
25 - - - - Lo --- ��.� - MIAMI CURB o 0 0.56% WELL 9 APPROX. EL. 24.0
N. INV. 23.6
# TOP EL. 24.0
I� ......� ... - - ......� . .._.... �.... _ ... ... ... ♦ ... _ ....� _ ... _...► ....___ ... �, , , , S. INV. 23.5 �� A.� Q
' 1 1
9 ♦ * '
- - i-� -- - -- - - - - - - -- b•° • . ..... 'Q BOTTOM EL. 19.0
• �_ -- ......... C .. .... ............
.. ........ .
I
0
N
15" CMP 15f L
••••-••• •••-►... �� 8 TYPICAL POND SECTION
® 0.67%� ... • , q
-F.F. 27
.0 ' • � ,�
25 --N.W. INV. 25.0,E . •� AM�IOi�iA CURB TERMINUS ~� • • , \:\, 5 / NTS
N.E. INV. 24.9 S-2 CHLORINE LIME
" STORAGE AND FLUME 6•1 k _ r
15 CMP 30 f L.F. BUILDING BUILDING TRANSITION 20' 97.5' ••, �'�'
• ' • 25"$ �� ® 0.33% � CONK. APRON, AND C-10
N. E. I NV. 24.4 ��-�---� �3 • h SPLASH PAD (TYP) B
• ' • N.W. INV. 24.514
\
�`�' x 2 AERATOR/ ` `zJ' 94.5'
• 30,
25 X - �•" HEAD TANK '
X _ 15" CMP 35 L.F. 15" MP 75 L.F.
0.57% 26 - ® 0. 3� �
/ 21' S' N. INV. 23.0 N. I 22.8
42 DIA a, � '� .�-- S. IN 22.4
6 REACTOR BAST 42 DIA �n S. INV. 22.8 TYPE "C" INLET
• • , ... ... X ............. X REACTOR BASIN '� GRATE 25X..7 \
' NO. 2 NO. 1
27-
- ' . r
• • 1 15" CMP 65 L.F.
%Ilk
xo• ,'
CAA 0.77% +
2 N . INV. 21.0 S. f NV. 20.5 --
• ° CO ' TYPE C" INLET - -_. ....... .
BACKWASH RECOVERY = 24 'p ... ..'
• b• e " - \ ` 2GRATE 25.7 S-6 -_�
2 2BASIN / g 3 s. �, 192 0
REC RBONATION,° - `• TYPE "C" INLET -
BASIN `' +
BASIN X.
_ GRATE 24. O
• o�.
23.4� 4' W I D��C 44= TH K.
'
• 1, �'� RAISED CONC. S/W • • C-10
• 9 " �, 0 x "' POND FLUME -
`� " �� MITERED END SECTION C-10
\, FILTERS OPERATIONS/ I i FLOW E 4:1 ;
LINE DRY BOTTOM (TYP)
WHEELCHAIR 72 44.46' RETENTION \ '
• / 27 _ \ MAINTENANCE 46.54'
• \ BUILDING RAMP
. � ---- Xke - POND
• J �F.F. 2PARKING •� '
0 15" CMP 25 4-1 F C-10
0$1 1p 80 DIA `� ��° ,�''� �' - •• ® 0.40� NE INV 22.0 MITERED END SECTION E
�� f-- -♦ X GROUND STORAGE �' ROOF DRAIN R_5, � N _1
15 CMP 35 f L.F. RESERVOIR x �� SW INV. 22.1 .
. (TYP)
r --� 0 r-, 0 0 2 '
l - _ X*
0 •0y 15" CMP 40L.F. 24" CMP -60 f L.F. CAD 0.50�
N. INV. 24.11 �o° EMERGENCY FP&L
S. INV. 23.82 �, I FUEL GENERATOR 1.00% �- NE INV. 2:1.25, SW INV. 21.55
fC-10 1.4' MIN. PIPE COVER
F (TYP)
N
N
'� CO C. BUMPER N. INV. 22.4
STORAGE �,. \ 0 19.0 2A-"CMP 60f L.F. ® 0.509�
I X `'1-..� 25_ GUA D (TYP) S. INV. 22.0 ,p\` ••� �h RE INV. 19.00
,p` • I 21° x �,.,,. _' . rc_10 ° �' 2"hx . `�o. '• Q- \ SW INV. 19.30
26 ' • • `,..�, • • 3 H X'' �,,,,�-� 5 0' 642 _
1 TRANSITION 24.0
MATCH EXIST. GROUND rc 2
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . 1 . . ) . . . . . . . . . . leb'° 1 • x
�- - - - - - - • � APPROX. EL. 24.0
_ 24
4:1
- - - - - - - - - - - - - x - - - x -X - x - - - - - - - -
�� S-4
15 CMP 35 f L.F. f_ 20' WIDE � - -- " f ,�
® 0.57% - --- PAVED ROAD 23 _ 200 L.F. 24 CONSTRUCTION CONTROL
`- ------ --- - - - 2 _ N. INV. 23.35 _-1 - / ---- ----- - -" -- l 22 MIAMI CURB c-1 o CURB TRANSITIONT& BASELINE POINT
p FLUME 4 S. INV. 23.2af �� `- -� / � f �" f _ 1560' TO SR 442 R W
60 70150 �-- 450 S 9 /
TRANSITION
TYPICAL SECTION "
TYPICAL SECTION
NOTE: C-1 o TYP
rc__,'_o� C
1. ALL STORM PIPES ARE TO HAVE POURED IN PLACE Q-.,)
CONC. APRON AND SPLASH PAD 4' THICK , SEE DETAIL C-10 .
B
2. ALL INLETS ARE TO BE F.D.O.T. TYPE "C" W/ H-20
LOADING GRATES.
3. FOR TYPICAL SECTION OF SWALE WEST OF DRIVE,
SEE AND C-to
1 3
-�q
X �...�. .
2- 15 CMP 210 L.F.
c-1 o 0 0.33% 160' TRANSITION C--4
3 N. INV. 22.5 rc_10
S. INV. 21.8 C
ACAD DWG 8740oc-4
PROJECT NO.
WATER TREATMENT PLANT 87-400.10
D ECEMBER 1989
DYER, RIDDLE, MILLS & PRECOURT,INC. PAVING AND GRADING PLAN D Sc,� � _
ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS CITY OF EDGEWATER, FLORIDA 1 `-30,
4-18-90 PER VOLUSIA COUNTY DRC MIL RF DESIGNED BY DRAWN BY CHECKED BY APPROVED BY ALAN R. THOMAS WATER TREATMENT PLANT & WELLFIELD
DATE REVISIONS REVISED BY NECKED BY RKC MIL SHEET - OF
V I II 71 1 VI IY111V L-11"N I LIV "L !✓—
(2' INSIDE PROPERTY LINE) q
ScAi
�4
0p
TBM - 60P NAIL IN 14 INCH PINE, 585'f NORTH
OF NORTHERLY RIGHT OF WAY LINE OF SR 442 AND
2'f WESTERLY OF THE WESTERLY PROPERTY LINE.
ELEVATION - 25.30
ti5
C-5
ACAD DWG #87400C-5
- WELL #7
0
o
0
0
N
N 2 40 2 4' 38" w
(MEAS N 24" 24' 36" W
700.00'
0
h
o
4253.51')
. #5
500.00'
WELL #6
600.000
S 17. 58, 570' E
--� 4039,88,
RHEAS S 17. 581 — —
1) WESTERLY R
__- /W LINE FLOR(D
TRACKS IN PLACE (INACTIVE
WELL #8
WELL #9 __-
0
(( � to l o
o� OO
Ll
530.00'
87.00'
WATER TREATMENI' PLANT
CONSTRUCTION BASE LINE
i
i
506.00'
WELL # 10
20' WIDE PAVED
ENTRANCE R D -
498.00'
1560'
0
0
0
SCE<�•
00,
WELL # 11
556.000
EXIST. 6" WELL
O
NN
cl
;
c�
Dco
co
R=1809.86'
L=82.42'
A=02'36'33"
(MEAS.)
L=82.1 1'
A=02'35'57"
E
6
ACAD DWG #87400C-6
1 50.00 ± I
(CONTRACTOR SHALL FIELD VERIFY;
I EXIST 10" PVC
/ RAW WATER MAIN
—J—
I�
/- MATCH GRADE OF
EXIST. SHELL RD.
ro.
Li
U�
X
WJ
r� I
l
50.00 ±
(CONTRACTOR SHALL FIELD VERIFY)
I I�
N
I
� I
I
INSTALL 10" x 6" TAPPING
I SLEEVE AND VALVE
I'
EXIST 10" PVC
RAW WATER MAIN
MATCH GRADE OF
EXIST. SHELL RD.
\ o
� AJ
LLJ
Ln
1_7
J�
X
IW ,
I —INSTALL 10 x 6 TAPPINGC-A
SLEEVE AND VALVE
125'+
23
10' WIDE
STABILIZED ROAD-\..,
6" PVC RAW
WATER LINE
1 25' +
PLAN -WELL NO. 5
SCALE: 1" =1 ')'
10' WIDE
STABILIZED ROAD
C-10
6" PVC RAW
WATER LINE
10'
29'
rC 11 12' WIDE
C SWING GATE
�,
fir, t
6'
[23.91
124.01
l j23.9
CRUSHED ROCK ALL
INSIDE FENCE
6 HIGH CHAIN LINK FENCE
C�11
cn X�
I
WELL NO 5
1 oLj� -:-� -,��` - -r: (SEE DWG. M-4)
22
\
At10, 29' 6'
2.9
o0
(c_�m 12' WIDE 23.0
C SWING GATE
2.9
CRUSHED ROCK ALL
INSIDE FENCE
6' HIGH CHAIN LINK FENCE
WELL NO. 6
��— -- --- - - �- - - - �(SEE DWG. M-4)
�I
PLAN -WELL NO. 6
SCALE: 1" =10'
_ _ -- -- DYER, RIDDLE, MILLS & PRECOURT, INC.
ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS
DESIGNED BY DRAWN BY CHOKED BY APPROVEC BY
DATE REVISIONS REVISED BY NECKED BY RSE
E
7
ACAE EWS #8740OC-7
PROJECT NO.
SITE PLAN 87-400.10
DATE
WELL NO. 5 & WELL �10. 6 DECEMBER 1989
SCALE 1 " =10'
CITY OF EDGEWATER, FLORIDA
ALAN R. THOMAS WATER TREATMENT PLANT & WELLFIELD SHEET — 0F —
0
Ui
2' — 0"
SOD
Cn
g
wl
4' WIDE x 4" THICK
CONC. FLUME
FLOW LINE
12"
BOTTOM
6:1 SIDE ��/j 00
�\
SLOPE
4" TOE
POND FLUME
DETAIL c—, o
N.T.S. C-4 A
4' WIDE
4" THICK
MOUND EARTH 4" EACH
SIDE OF FLOW LINE TO
MATCH TOP OF CONC.
AND SOD.
FLOW LINE J
SECTION c—, o
N.T.S. C-1a 4
Sod' Beveled Or Round Corners N
. Childproof Bars
(Max. Spacing 4-1/2")
c�
r
3" Concrete Slab
Reinforced With WWF 6x6 — W1.4xW1.4 N
TOP VIEW - SINGLE PIPE
2, _ 0"
SOD
S' Sod
z
�- Corregated
Metal Pipe Connect
W
w Saddl
0
2' l 24' �.
No Pi a Joint P mited �•
Unless- AP roved 6y he Engineer �. ---
6'
SECTION
DETAIL C-10
NTS ��_
E
NOTE: REFERENCED FROM INDEX NO. 273 OF THE
F.D.O.T. ROADWAYS STANDARDS, DATED JANUARY, 1988
T I 1 IIVf� I�VIVV.
APRON/SPLASH PAD
4"
DETAIL r 10
N.T.S. C-42")
STORM PIPE
So
Retention Pond Bottom
5'_Sod -- - ---
I ILICr]nhI/ MAC%r—
MIN PIPE COVER
DETAIL c—,o
N.T.S.
10'
BOTTOM OF SWALE
OR POND
10
—ST. GR.
6" LIMEROCK BASE 12" COMPACTED SUBGRADE
LBR 40 98% MOD. PROCTOR MAX.
DRY DENSITY (ASTM D-1557)
TYP WELL DRIVE SECTION
DETAIL
N.T.S. �
4�L
—0.2
VARIES. 1 '
CURB STOP
DETAIL c—, o
N.T.S. C—a H
� ROAD 29
12" 12"
+0.2
—0.2
PAVEMENT TRANSI110N
DETAIL c—,o
N.T.S. �-4 C
PAVEMENT
0' BASE
CD
12" STABILIZED SUB— 12"
GRADE FBV 50
SUBGRADE
MIAMI CURB DETAIL
DETAIL rC-10
N.T.S. C-4 D PROPERTY
LINE
VARIES
8' MAX. 8' MAX. 2CLR. 10, 10' 2' CLR. VARIES 5'
1-1/2 to, THICK
TYPE "S-1" CHAIN LINK
ASPHALT FENCE 1 ' OFF
SWALE PROPERTY LINE
SWALE 2.0% SLOPE====_= _- , L�
y
�— ........................... 6" I I EXIST. GR.
\ LO .N
" •N � �\ 12COMPACTED SUBGRADE ,/
98% MOD. PROCTOR MAX.
DRY DENSITY (ASTM D-1557)
fi LIMEROCK BASE
LBR 40
20' MIN.
5'
TYP ROADWAY SECTION
SECTION c—,o
N.T.S.
10'
10'
---------------
�....���
..■o!■■iWim Ann
!■■
25'
VARIES
VARIES
I fill fill. Iiij. III SLOPE TO MATCH
EXIST. GRADEMAX
—
' 6" LIMEROCK BASE
LBR 40
12" COMPACTED SUBGRADE
98% MOD. PROCTOR MAX.
DRY DENSITY (ASTM D-1557)
TYP ROADWAY SECTION
SECTION c—, o
N.T.S. C-3 2
—4
VARIES
PROPERTY
LINE
PROPERTY I
LINE
2' CLR. 10, 10, 2' CLR. VARIES 5'
1-1/2" THICK CHAIN LINK
TYPE S-1 FENCE 1 ' OFF ASPHALT PROPERTY LINE
� I
6" SWALE
:CAST CONCRETE .. 2•07 SLOPE 9�
RB STOP '� 6" I EXIST. GR.
I
LO
6 LIMEROCK BASE \\�\\ f\ \\\/ \ 7 N
LBR 40 "
12 COMPACTED SUBGRADE \, \\/\\�
98% MOD. PROCTOR MAX. \ \//��\//\
DRY DENSITY (ASTM D-1557)
TYP ROADWAY SECTION
SECTION C-10
N.T.S. �-4 3
* EXCEPT WHERE - MIAMI C— 1 0
CURB OCCURS
INTERMEDIATE POSTS TO BE INSTALLED AT NOT
MORE THAN 1000 FT. INTERVALS ALONG FENCE LINE
7 GA. SPRING STEEL TENSION WIRE -�
W/ 14 GA. WIRE TIES 0 24" O.C.
14 GA. WIRE TIES
0 15" O.C.
LINE POST W/--\ EXTENSION ARM \
z
N
r
0
w
I 11 GA. WIRE --
TIES @ 15"
O.C.
2"
1'-4" MIN DIA_
10'-0" MAX. SPACING
TYPICAL RAIL & TENSION ROD PANEL
7 GA. SPRING STEEL TENSION WIRE --�
W/ 14 GA. WIRE TIES 0 24" O.C.
SEPTIC TANK
VOL = 1,350 GAL
i
4" PVC HEADER PIPE
GROUN LINE
(20-0" REAR GATE) (12'-0" WELL SITES)
OPENING
TYPICAL DUAL GATE CONFIGURATION
11 GA. MESH
CHAIN LINK FABRIC
SEE DETAIL
OF CUT-OUT
SPRING LATCH
1 I I I �3.-099
v
2' MIN. DIA� 3" MIN.
DETAIL c-11
SCALE: 1 /2" =1 '-0" -
65'
PIPE STIFFENER
MALEABLE IRON HINGE
BARBED WIRE
RAIL
TENSION BAR 3/16" x 3/4" MIN.
3/8" DIA. TENSION ROD W/
ADJUSTABLE TIGHTENER & FITTING
ROAD SURFACE
PLUNGER
ROD -CATCH
PIPE GATE FRAME
TIE FABRIC TO TOP & BOTTOM
W/ 11 GAUGE WIRE TIES ® 12" O.C.
NOTE: GATE FRAMES SHALL BE CONSTRUCTED OF 1.9" O.D. PIPE
WEIGHING 2.72 #/FT. GATE FRAME SHALL BE PROVIDED WITH
CENTER VERTICAL STIFFENER OFF 1.66 O.D. PIPE WEIGHING
2.27 #/FT. WELDED TO GATE FRAME.
4" PERFORATED PVC PIPE (TYP)
-11
SLOPE ALL PIPES 1
Cfl
1 /4" PER 10 FT. (MIN)
SEPTIC TANK AND DRAINFIELD
DETAIL c-�1
NTS
BARRIER MATERIAL
GROUND SURFACE
DISTRIBUTION PIPE
4" O.D. CANTILEVER POST (TYP)
TER MATERIAL SHALL BE WASHED
D SCREENED GRAVEL, STONE, SLAG
OR SIMILAR MATERIAL MEETING FDOT
SPECIFICATION SECTION 901. MATERIAL
MAY VARY FROM 1/4-INCH TO 2-INCHES
IN SIZE.
SECTION c- 11
NTH C-1 1 1
2.875"
END PO
FULL LEA
STRETCHE
BARBED WIRE
1.66" DIA. GALV.
STEEL PIPE
MESH FABRIC
1.66" DIA. GALV.
STEEL PIPE
'OSTS SHALL
375" O.D. ® 10'
SAX.
WIRE
t
s
r7
1 '-4" DIA. FOR LINE POST # 2'-0"
DIA. FOR CORNER POST (MIN)
FENCE c-„
N.T.S. - q
2" O.D. FRAME PIPE
(VERT. TYP)
10'-0" 22'-0"
`1 r
•ii`. � �iiii
••iiii�. '�•ii
2-1/2" O.D. FRAME PIPE
(TOP & BOTTOM)
r- 3" O.D. GATE POST
o o CLASS "C"
I I � U 2 MESH FABRIC ;.� U CONC. (TYP)
w
2'-0" 2'-0"
CANTILEVER GAT c-, ,
N.T.S. _ g
tTi
W
\M
I
VTJ
1
w
Z_
J
I
H
Q
r_Xu
i
6' HIGH CHAIN LINK FENCE
O� p
'ING WITHIN FENCED AREA
SWINGS L-2 & L-3
f.
0
0
W
17
Ld
z
V
Q
c
1"
\ 700,
' -- PREPARE SITE AS REQUIRED
—_— AND PLANT SLASH PINE TREE
FARM, PLACE TREES STAGGERED
AT 12' INTERVALS TO CREATE A
WELL #9 NATURAL LOOKING BUFFER
-
-- X--___EXISTING TREES AND UNDERBRUSH TO REMAIN
I WELL # 10
x x X X
WELL # 1 1
x X -
X
X
X X X
X x x } `. y X x X x x X X EXISTING TREES TO REMAIN
APPROX. 400 TREES APPROX. 400 TREES X x X IN BUFFER ZONE
k
X h
X X
x n X X X X X APPROX. 200 TREES X
x x X x X X X X X/ ';, X X ;� x X � '' �� x X x
RETENTION, x x >; x X y n PE
,- POND X X X x h `"20' WIDE PAVED X X
ENTRANCE R D X X x x x 10 EXIST. WELL
0
X Op G +
t +f f t f All' t f+t +f + +t+t t +t+t t f + ftf+ f+ t
MC
140
L-1
ACAD DWG #8740dL-1
a
- -
scl
SC
EXISTING PINES AND UNDERBRUSH TO REMAIN - S0
- - -
`-
EXISTING PINES AND UNDERBRUSH TO REMAIN --�
SOD RETENTION POND SLOPES
SOD ALL SLOPES OF LAGOON
EXISTING SHELL ROAD Li
Dot
00000+ o000000000000}+000000000000(E)on+ 0000000000+00000000000000+ 00+0000000000+00000000000oo++oa000000a0000++00000000000000+0000000a000000}000000000000
fx
E
2
SEED AND MULCH
20' WIDE PAVED DRIVE
20' WIDE PAVED DRIVE
FOR LANDSCAPING PLAN IN THIS AREA SEE DWG L-2
/- 6' HIGH CHAIN LINK FENCE
WELL #9
0
�
0,
SHOWN ON THIS DRAWING
SOD A 3 FT. STRIP (MINIMUM)
IRES, PAVING AND CONCRETE WALKWAYS
OTED.
� SLOPE OF 4:1 OR GREATER SHALL BE SODDED.
- --x - --_ X. X --- X -X- X --- X �C
L-3
ED
ACAD DWG #87400L-3
12" POP-UP
SPRAY
i
�i
2" X 4" X E" WOOD STAKES
(3 REQUIRED, EQUALLY SPACED)
2-STRANDS TWISTEL #12 GAUGE
ANNEALED GALVANIZED WIRE
- REINFORGEL BLACK GARDEN HC,S'E
-- - R L CT PALL
SAUCER -
MULCH
- AGRIFORM FERTILIZER TABLETS
/---- FINISH GRADE
1 PVC S X T �, � - • - - - T t-r,-�11 i
STREW FLLS • ,� -THEE FIT .III -III -III -III � �� -III-III-III-I
� � A�RIFORM FEkTILIZEk TABLETS
PVC LATERAL-- � PVC, TEE OR ELL � PLAGEG A MAXIMUM 4" FROM ROOTBALL
& 6-8" RELGW FINISH GRADEI=III- I -I I-
12" _POP-UP SPRAY - DETAIL 4" PUP -UP SPRAY - DETAIL \` - � =III=I I soiL Mix
NTS NTS .
R(�GT BALL
_- I 1=1 11=1 11=1 I I -III -III -III ---I
FINISH GRA
POF
3/4" PVC FLEX PI
PVC TEE OR ELL
G 90' ST ELL
X T
POP-UP _ROTOR - DETAIL (606'S
NTS
CONTRO
PEDESTAL
CONCRETE
Ff
CONDUIT FOf
WIRES
RAIN BIRD ISC-8 IRRIGATION
;PRINKLER HEAD
S.�). CLAMP
RON ROD
Y L-P-I\ L
18" RISER SHRUB SPRAY DETAIL
NTS
12" X 18" JUMBO VALVE BOX
`ITI
20 VOLT POWER
VIRE CONDUIT
CONTROLLER - DETAIL 8 STA.
NTS
TEC H N I CAL
DATA
ZONE
VALVE
STATION
VALVE G.P.M SPRINKLER
_
PRECIPITATION
NUMBER
NUMBER
SIZE
TYPE
RATE
_
2
SPRAY
ROTOR
1.58
2
3"
.57
3
1 3
3"
ROTOR
.57
FINISH GRADE
- fff
PEN-
CUNNI
PVC
LINE
f \/MA AIC I r-,nI c I I Imr-.r- .- n11 c-
PVC MAIN LINE
ELECTRIC VALVE - DETAIL
NTS
RAIN -BIRD NOZZLE SELECTION_CHART
SPEC NO. P.S.I. G.P.M. RADUI PATTERN
A 15-F
30
3.7
15'
FULL
B 15-TQ
30
2.78
15'
THREE QUARTER
C 15-TT
30
2.48
15'
TWO THIRD
D 15-H
30
1.85
15'
HALF
E 15-T
30
1.23
15'
ONE THIRD
F 15-Q
30
.93
15'
QUARTER
G 15-EST
H 15-CST
30
30
.61
4'X15'
END STRIP
.21
4'X15'
CENTER STRIP
J 15-SST
30
1.21
4'X15'
SIDE STRIP
K 12-F
30
2.6
12'
FULL
L 12-TQ
M 12-TT
30
30
1.95
12'
THREE QUARTER
1.74
12'
TWO THIRD
N 12-H
30
1.3
12'
HALF
P 12-T
30
.87
12'
ONE THIRD
R 12-Q
30
.65
12'
QUARTER
_S 8F-FLT
T 8H-FLT
30
30
1.57
8'
8'
FULL
HALF
.79
U 8Q-FLT
30
.39
8'
QUARTER
V 1OF-LA
W 1OH-LA
30
30
.57
10'
10,
FULL
HALF
.79
X 1OQ-LA
30
.39
10,
QUARTER
EL
TREE STAKING DETAIL
ra 7
COMPACTED PLANTING MIX --�
TO PREVENT SETTLEMENT
1. ALL TREES --'HALL BE A MINIMUM F Fz' HEIGHT UFCN PLANTING.
2. ALI SHR'JEsS HALL HL A MINIMi_1M '-F 2' HEIGHT UFCN FLANTING.
3. Al L PLAfJTED AREAS 'HALL HE TGF FRESSEL WITH 2--z INCHES CF CYFRESS MUSH.
4. ALL PLANT MATERIAL SHALL MEET CR EXCEEL, THE FLCRIFA NC. 1 A C-,IVEH
IN "GRADE-, ANC STANFARL�_' F(R NIJRSERY FLANTS"
5. ANY L IL�CREFANCY PETWEEN FLAN: ANL F LANT LIST, THE FLANS 'HALL GOVER"
E:. ALL LANGS(:APEC AREAS SHALL HE IRRI �ATEL WITH AN INLEhGR0_INL SFRINKLER SYSTEM
OR HAND WATEREL PY THE GONTRAGTrR UNTIL ALL FLANTEL AREA? ARE FSTAbLISHED.
7. S HALL -" )ARAI` JTEE ALL F LANTS F( R L NE E YEAR.
". SEE FRAWING C-1 Fr'R REFERENCE TL LIMITS CIF CLEARING.
9. F RC F C,"IEL, TRFFS IN THE WECTERLY LANE- CAF E PUFFER SHALL HE A MINIMUM GF
1 - 1;'L" IN DIAMETER AT 4-1 /2 FT. AbCVE GRC UND LEVEL.
_IRRIGATION NOTES
1. REFER TO THE LANDSCAPE DRAWING, WHEN TRENCHING, TO AVOID TREES AND
LARGE SHRUBS.
2. ALL CONTROL WIRES FROM THE IRRIGATION CONTROLLER TO THE REMOTE CONTROL
VALVES SHALL BE OF-14/1 DIRECT BURIAL CABLE. ALL SPLICES SHALL BE MADE
IN VALVE BOXES ONLY, USING RAINBIRD "SNAP-TITE" CONNECTORS AND SEALANT.
3. ALL PVC MAINLINE PIPING SHALL BE BURIED TO A DEPTH TO HAVE A MINIMUM
COVER OF 18. ALL LATERAL PIPING DOWNSTEAM FROM THE REMOTE CONTROL
VALVES, SHALL BE BURIED TO A DEPTH TO HAVE A MINIMUM COVER OF 12" .
um TORO S70OC-FC-6.0 FULL CIRCLE POP-UP ROTOR SPRINKLER, INSTALLED
USING A 3/4" X 18" FLEX PIPE CONNECTION
TORO S70OC-PC-6.0 PART CIRCLE POP-UP ROTOR SPRINKLER HEAD, INSTALLED
USING A 3/4' X 18" FLEX PIPE CONNECTION
RAINBIRD #1804 4" POP-UP TURF SPRAY HEAD, INSTALLED ON A 1/2" X 12"
FLEX PIPE CONNECTION
• RAINBIRD # 1812 12" POP-UP SHRUB SPRAY HEAD, INSTALLED ON A 1 /2" X
18' FLEX PIPE CONNECTION
(, RAINBIRD PA-8S SHRUB ADAPTER WITH 1800 NOZZLE, INSTALLED ON A la" X 18"
SCH. 40 PVC RISER, SECURED BY AN IRON ROD AND STAINLESS STEEL CLAMPS
NOTE. REFER TO THE NOZZLE SELECTION CHART FOR THE PROPER PATTERNS
FOR THE ABOVE RAINBIRD SPRAY HEADS
RAINBIRD #EP-30OF REMOTE CONTROL VALVE, INSTALLED IN A 12" X 18" JUMBO
VALVE BOX.
BRAINBIRD ISC-8 INDEPENDANT STATION COMPUTER CONTROLLER, INSTALLED
USING PED 24 '32 MOUNT, LPV-K PROTEuTION KIT, AND A MC GRAW-EDISON
3-WIRE SURGV ARRESTOR, NO.AS2E0132, GROUNDED USING A 1 /2" X 8" COPPER
ROD WITH AN OHM REISTANCE OF 10 OHMS OR LESS. (OR EQUAL)(EXISTING)
SHRUB PLANTING DETAIL
NTS
2-STRANDS TWISTED #12 GAUGE
ANNEALED (4ALVANIZED WIRE WITH
GALVANIZED STEEL TURNBUCKLE
v
45 "Doi I m J 45
REINFORCED BLACK GARDEN H( E
WHITE SURVEY TAPE
/ FASTENEL SECURELY
SAUCER FOR INITIAL PLANTING / � - AGRIFGRM FERTILIZER TABLET
�--- FINISH GRADE
--
..^I_I--III
7-I
18"MIN
III- I- PLANTING SOIL MIXTURE 1��MINI-
REMOVE BURLAP FRC M III III I I I FT I 1 1 1 1 1 11 1 11 1 11
UPPER 113 OF ROOT BALL Ii I I --I I I I III III III_
III 1 1 1 1 1 1 I 1-11 EXISTING
WELL TAMPED BENEATH ROOT BALL
TREE PLANTING D ETAI L
i T�
QUANTITY
SYMBOL
BOTANIr:AL NAME
COMMON NAME
SIZE
Q
LI
LA `ER1.0
STRGEMIA IrJF Ic,A
GRAPE MYRTLE
6-8` X 2-4'
!35
MC
MYRICA c,ERIFFRA
WAX MYRTLE
8' X 4-0-7' FULL TCP GRC UNL , 1-1/2 CAL (MIN;
1
CAL
QUERCI.JS LAURIFGLIA
LAUREL OAK
10-12' X 6-8' 1-1/2- " r,AL (MIN)
PT
PITTOSPORUM TGBIRA "VARIEGATA"
VAR. FITTO"71FCRUM
14--zr" X lb-2-4-7
12
RI
RAPHIGLEFIS INF I�,A
INDIAN HAWTHORN
14-16" X 14-16" FULL AND BUSHY
220
LEG
LIRICFE EVERGREEN GIANT
LIRIOPE EVERGREEN
GIANT 1 GALLuN FULL
41
PE
PIN'JS ELLICTTII
SLA-H FINE
h-1 c ' C-.A., 1-1/2" CAL (MIN;
4C:
,►P
JUNIPERUS FARSCNII
FAR'--'(N"' JUNIFER
12 -15 SPRD: 2' C).C.
EEL
RASFALUM NOTATUM 'FLUGGE'
ARGENTINE BAHIA
-OD
PA_PALUM NOTATUM 'FLUGGE'
ARGENTINE BAHIA
C
5
ACAD DWG # b74GOL-r
w
2
W
Z
J
H
Q
rA
0
�' ,— / FOR PIPING ASSOCIATED WITH
ND WELL #6
EXIST. 10" PVC RAW WATER MAIN
re
IL
—
w
2
w
Z
J
2
H
Q
1: IT SHALL BE THE RESPONSIBILITY OF THE WATER TREATMENT PLANT
CONTRACTOR TO COORDINATE WITH THE WATER TRANSMISSION MAIN CONTRACTOR
FOR EXACT LOCATIONS OF FINISH WATER TIE—INS.
2: SEE DRAWING C-6 FOR WELL LOCATION PLAN
YARD PIPING SCHEDULE
MARK
DESCRIPTION
MATERIAL
BP
BYPASS LINE
DIP
BWD
BACKWASH DRAIN
DIP
BWS
BACKWASH SUPPLY
DIP
CI
CHLORINE SOLUTION
PVC
CO
CARBON DIOXIDE SOLUTION
PVC
DE
DECANT RETURN
DIP
FW
FINISH WATER
DIP
P
PROCESS
DIP
PW
PLANT WATER
ABOVE
BELOW
GROUND
GROUND
— GSP
— PVC
RW
RAW WATER
6" n &
12 &
BELOW —
LARGER
PVC
— DIP
TF
GSR TRANSFER
DIP
WLS
WASTE LIME SLUDGE
ABOVE
BELOW
GROUND
GROUND
— DIP
— PVC
WESTERLY RAW LINE
TRACKS I FLORIDA EAST COAST
`��\\\\\\\\\\\\♦\`.\\♦\♦\\\\\\\\\\\\\\\ N PLACE (INACTIVE) RR
SEE WATER TREATMENT PLANT
YARD PIPING PLAN DWG M-2 WELL #10
`.♦♦\ \♦\\� ♦` \\��,` \\\` \` ♦ \\\� \\\ FOR PIPING IN THIS AREA —
(:� 0
,44*
Sc�.F
\ 700"
�—SLUDGE LAGOON ♦♦♦♦ ♦\\(C�':.�♦♦\\`.` ` .\♦\\`,\ \`. \\♦♦\�\♦ '//' //: SEE DWG C-8 FOR PIPING
�� \ \ \ `\ \ ASSOCIATED WITH WELL # 10
SEE DWG C-9 FOR PIPING
\ WELL 11
WELL #7 �� `} # ASSOCIATED WITH WELL # 1 1
` \ . • • \ SEE DRAWING M-2,
FOR WATER
,�,/ /; \`.♦ \`.\\`\ \\\`TREATMENT .♦\\ \`\\` ♦ i� \♦`.\\ ;/,
/// / \\ ��.\\\\\\♦'�� PLANT .♦\\ ♦ ♦♦ \\\\\ '//; /,�. ,
k�YARD PIPING,\\\
20 WIDE PAVED
/ EXIST.
SEE DWG C-8 FOR PIPING \`.\`, ,�.`.,,�_\\\ .♦♦♦ �\\ \♦♦♦♦ \ `.\\`.. ,�
/ b WELL
ASSOCIATED WITH WELL #7 `\\`,`, ♦`\\\ ♦�\\♦\� \_ \\ \�,\,`\ //, //, ENTRANCE RD
EXIST. 10 PVC RAW WATER MAIN
"7 Tom
20" DIP FINISH WATER MAIN rL
(BY OTHERS, SEE NOTE 1)
r
M-1
ACAD DWG #87400M-1
WELL NO. 8 (SEE
TYPICAL WELL PUMP
PLAN, DWG M-4)
60'
� 45' BEND
PIPING LEGEND
BP - BYPASS LINE FW - FINISH WATER
BWD - BACKWASH DRAIN P - PROCESS
BWS - BACKWASH SUPPLY PW - PLANT WATER WELL NO. 9 (SEE TYPICAL WELL
C12 - CHLORINE SOLUTION RW - RAW WATER PUMP PLAN, DWG M-4
CO2 - CARBON DIOXIDE SOLUTION TF - GSR TRANSFER
DE - DECANT RETURN WLS - WASTE LIME SLUDGE \2�'
SEE PIPING SCHEDULE ON DWG. M-1 FOR MATERIALS
20' WIDE PAVED DRIVE
3/4" BSP AMMONIA SUPPLY - �\
> AMMONIA
STORAGE FOR PIPING WITHIN THIS
CHLORINE LIME AREA SEE EXPANDED YARD
6' DIA PRECAST BUILDING STORAGE PIPING, DWG M-3
-- _ 6" TEE rD 1 DRY PIT BUILDING
I
EL. 20.0 A AERATOR/ HEAD TANK
- 4" D R--
12" X 6" RED
4" 90' BEND ao . . . . . . . . . . . . . . . . . .
EL. 22.5 12" DIP
9 '
3' 20 X 12 RED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4" 90' BEND
4"PW ..'.'.•.�.� .•.•.•. .•.4'I" ' -. .•. EL. 23.0
20" RW - -�- 20" RW 20" RW
7, (2) 4" 45' BENDS ... . ..-. . . . . . . . . . . . . . . . .
-- - 6" 45' BEND EL. 19 `r? _ - - . . . . . . . . . . . .
13 0' 4.5' . . . . . .. _. n n
. . . . . .
6"WLS . . . . . .�.'. . . . �. . . . . . . . . . .
• • SLOPE 0.5% MIN. SLOP 0.5% MIN. • . . • . • .
. . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . �.
..----- .......
--- -- FUTURE I FUTURE . .. ... . . .. . .. . . . . . .. ..
(2) 4" 45' BENDS % - - - - •. .-
o.. . .
...REACTOR BA7S1N. .
•.-.-. �� . . N0. .2
. �, ... .
SLUDGE PUMPING STATION \ -•' - ••••. �'• - •. . . •-• --• - -'• - - - •� •-
SEE DWG. M-28 FOR PIPING 4" WYE • • _�
N THIS AREA + • . ..+-2 4".B P .
...�._.... ..... ....c��._..
..
. ... .... .
........
BACKWASH ' RECOVERY ' ' ' ' ' ' ' ' ' ' ' ' ' . ' ' z' ' ' ' ' ' 1•/!n C0 � • _
BASIN - •2=' -Pa/C . .o ..... ... _ -� •� — o�
. .CL'2' FEED. .~ . . . . • . . . .
.... ......... �.. z. z.
YARD HYDRANT ASSEMBLY �o . . . . . . . . . . . .•. .O . -. . �.-.•.
�y .... .. ..... .. .. �n . Z: .. ..... ......... .
�i 3/4' PVG . . . . . . . . �•. . . . m . _ . . . . . . . . . . . . . .
D-1 AMMONIA•FEfD •• ••• .. ...•• --
D......... . . a . ...... ...
. .... .... ..........
0
24" 45' BEND . . . . . . . . . . •- - - - - .•s�.•. .-.-.- - -- -- --- --. .
-.
EL. 20.0 \\-24" BWD - - - _ _ . . . . . - - - - - - .• . . ... ...... ....
134.5' 8" GV i .•••.•-••.••
.... . . . . . . . . . . . . .. ....... . . . . . . . . . . . . . . . .
- - 45' BEND . \
EL. 22.5 \
FUTURE FILTERS OPERATIONS/
i MAINTENANCE
30"TF
M EL. 19.5
BUILDING
\ 30" X 30" TEE
/ 30" ELEC. OP. BF VALVE _►
30" BF VALVE SEE DWG M-18 FOR
FUTURE GSR 30" PLUG _ PUMP DISCHARGE PIPING
I 80' DIA -—- _ co
GROUND STORAGE
/C
\� RESERVOIR F
---16" TF 16" TF -+Y 22.5' 20' L
_ 8" X 4" RED
4" TEE CL EL. 22.5 r
FUEL
16" X »16" TEE YARD HYDRANT ASSEMBLY STORAGE
(2 16 BF VALVES �? D-1 - 8 TEE
16 PLUG N D 8" TEE
10" RW (EXISTING)
D-1 FIRE HYDRANT
B ASSEMBLY
20' WIDE PAVED DRIVE D-1 8" BACKFLOW PREVENTER
C
�O
zo
N
�
�
z
ro
CD
8 X 4 RED
FIRE HYDRANT ASSEMBLY
D-1
B
20" x 6" TEE `- - 20" 90' BEND
� EL. 20.25
WORK THIS DRAWING
WITH DWG. C-4, FOR
STORM DRAINAGE PIPING
IN THIS AREA -�
20" x 10" ,RED
I J /-8" 90' BEND (2) 10" 45- BENDS
co 8" PW EL. 23.0 10" TAPPING SLEEVE AND VALVE
(SEE NOTE 3, DWG. M-1)
10" RW (EXISTING) -
Ln CONNECT TO EXISTING 20" BFV
- - W/30" X 20" RED -
(SEE NOTE 1, DWG. M-1)
70.5 55.33' 49, 20'
20" FINISH WATER MAIN
(BY OTHERS, SEE NOTE 1, DWG. M-1)
47' _
0
o �
N
50,
w
z
w
m
z
0
co
z
0
J
N
d-
N
M-2
ACAD DWG # 87400M-2
12" 45" BEND
EXISTING 12" RAW WM
i- - --
12"
20" X 1 2'
1
FINISH WATER TIE-IN
DETAIL M-3
NTS
12" PLUG W/THRUST BLOCK
/- EXISTING 12" RAW WM
-4
20" DIP FINISH WATER
6" W LS
3/4" PVC AMMONIA FE
BASIN PIPING
ER SEE DWG. M- 8
e
22' -0"
UPNONBEARING VOID AREA WITHIN
METAL BASE TO BE FILLED
STANDARD GROUT
# 4' S ® 8" 0. C. EAC H WAY
m
1'-6""-�11 _��1'-6"
- MOTOR
�-----=x;----- —x ---- _x_-- ---- ---- ,�---- X — —— X --- _x_--- x- — —— X — — —-
�
X
1 I
3/16" TO 3/4" WASHED AND GRADED
i STONEFDOT 4-7 w
X ( � 67-MINIUM ) / X
8 MIL POLYETHELENE FILM OR
I APPROVED EQUAL I 6' HIGH CHAIN LINK FENCE
(SEE DETAIL)
rc11
X �(
q
1 1 /2" GSP w;/ BUG SCREEN CONTROL PANELS
1/2 tip DISCHARGE VENTED TO ATMOSPHERE (SEE ELECTRICAL DWGS)
x HEAD DRAIN
2"GSP ACCESS 6" DIP (FLG x PE)w/
w// SCREW CAP 7 Li TIE RODS (2 REQUIRED)
x CONC 6" PROPELLER METER ,
SLAB 6 DIP (FLG x FLG)
PUMP o
I
x
jam-- 5/8" DIA. ANCHOR BOLTS x o
SPACING & NO. AS REQ'D BY MFR. I i
1 /2" PREMOLDED EXPANSION JOINT MATERIAL (TYP) I
X
I
PUMP COLUMN
WELL CASING PIPE
DELAI L M - 4
SCALE: 3/4" = 1" 0"
L#4'S 0 8" CTS EACH WAY
EQUIPMENT PAD DETAIL
r-%"
5 PIPE O.D.
2-NO. 47 E.F
NO. 4, 6" 0.(
N0. 3 6" 0.0
CONCRETE PIPE SUPPORT DETAIL
NTS
2" GSP ACCESS
w/ SCREW CAP
FINISHED GRADE
2" MIN:
6" WYE (FLG) I
"
1 /2" GSP DISCHARGE LINE � 6DIP (FLG x PE)
PRESSURE GAUGE x 6" 45' BEND (RJ)
6" DIP (FLG x FLG) I 6 DIP (MJ) "
I � 6 PVC
m m M m F__1 m lz,4-r� �-;� In n n n
6" FAC D-1
(SEE DETAIL) G
�- 6" SWING CHECK VALVE
`-AIR RELEASE VALVE w/
I THROTTLING DEVICE & ST. STL. BUG SCREE
ion 2'-0" 3'-6" WELL PUMP & OTOR
PUMP PAD M-4
I I (SEE DETAIL) A
l N
— CONC PIPE
SUPPORT
(SEE DETAIL)
rm ___4
B
x _ 15'-0" 5-0"
3-0" i
12' WIDE GATE
(SEE DETAIL)
(c,
-11
C
PUMP PAD
(SEE DETAIL)
CUT AND WELD FLUSH
w/ INSIDE OF CASING
PRESSURE GAUGE
(1/4 pi N PT
w/ STOP)
PLAN -WELL PUMP
SCALE: 1 /2"=1'-0"
6" BLINDS FLANGE
AIR RELEASE VALVE w/THROTTLING
DEVICE & ST. STL. BUG SCREEN
x x x
6" x 2" SADDLE & GATE VALVE
- 6" DIP (FLG x PE)w/
TIE RODS (2 REQUIRED) ;
- 6" SWING CHECK VALVE /— 6" PROPELLER METER
6" DIP (FLG x FLG)
/ 3'-0" 6" WYE (FLG)
,-6" BLIND FLANGE
12" CASING PIPE
PUMP COLUMN
.L-j.J Uf-\I\J VVIV 1 .rlI\IJUIVV
EQUIPMENT PAD
SECTION M-4
SCALE: i j 2"=1'-G" M-4 1
6" GATE VALVE
(SEE DETAIL)
fi' HIGH CHAIN LINK FENCE rc,- 1�
(SEE DETAIL) A
1 /2" TAP AND HOSE BIBB
6" DIP (FLG x PE)
3/ 16" TO 3/4" WASHED AND GRADED
SSTONE (FDOT # 67 )-MINIUM 4" w/
8 MIL POLYETHELENE FILM OR
APPROVED EQUAL
6" 45' BEND (RJ)
(ROTATE 90- FROM VERTICAL)
6" DIP (MJ) I or 6" PVC
-71
e
ACAD DWG #87400M-4
10' - 0"
1 o" TYP
FIBERGLASS)
TRAY AERATOR
AERATOR INTERNAL F
4 TRAYS
9'--0" DIA
ei' — �3" 51A
DETAIL M
SCALE: �/8" =1 ' -0" M P,
INLET BAFF LF
ERNAL RI.�ER
20" DIP (TO I
BASIN, SEE DVS
EL 29.39
Z-0" DIP AERATr
HEAD TANK BY -
SCREEN COVER
BAFFLE EL 6Z.00
RAY AERATOR M-'
ll,L�
JINUM HANDRAILS
LUMINIJM GRATING
JND ENTIRE
METER OF TANK
)VI DED BY TANK
7
-YP)
/COVER
= FOUNDATION
20" DIP HEAL) TANK
INFLUENT C EL 27.50
SECTIONAL ELEVATION
JCALE: 3/3" = 1 ' _0„ M-5
EL. 2J.50
h' X 4' WYE
5" SLUDGE BLOWGOWN
TO SLUDGE LAGOONS -
20" DIP FROM WELLS (SEE
20" DIP (SEE DWC M-2 DWG M-2 FOR CONTINUATION)
FOR CONTINUATION')
20" TEE -\
EL 20.Z5
M-5
CONS FOUNDATION �- 20" DIP
(SEE GW G S-20)
I,
20" DIA MANWAY W COVER - .�D
5'
20" [DIP HEAD
DIA HEAD TANK -,� TANK INFLUENT-
�_- ___ I I
4-7 PIN H VALVE -�
BLINL FLAN SE
4" DIF r,F;AIN
LJ d v
20" TEE
20" DIP TO REACTOR
BA'--�:IN INFLUENT ( SEE
DWG M-8 -
- 20" 90' BEND
20" BFV (IN VERTICAL)
'j" TEE
- 2-0" 90' BEND
I I
III
20" DlF, AERATOR by -PASS
EL. 20.25
�- 5" SLUDGE BLOWDOWN
EL. 2-3.0 0
� 1
- �- �- 20" 90' BEND
AERATOR/HEAD TANK PIPING PLAN
JCALE: 3/8" -1 '-0"
M-5
e
ACAU DWG # 8740OM-5
M-9
1
ELEVATED
WALKWAY W/ALUMINUM AERATOR HEAD TANK
HANDRAILS & GRATING /
3' 0"
M-7 C`"R ` M-9
4 �. 5
I
HB
to o�
n o �c`' REACTOR BASIN \
REACTOk BASIN 1 GS
� N
SLURRY CONCENTRATOR
iJIM 014
o A2 \ CONTROL PANEL
G TYP.
ci HOSE BIB D-1 20" REACTOR EFFLUENT ��' ALUM. HANDRAILS & GRATING a M-7
F
(BELOW WALKWAY) rm9SLURRY CONCENTRATOR 1-1 /2" X 1" BUSHING 3� 0,�a
H B el
i
CONTROL PANEL 1" GS WATER SUPPLY
1-1 /2" TEE CONCENTRATOR LIFT
CONCENTRATOR LIFT TUBE ASSEMBLY 5'-0"
TUBE ASSEMBLY - a
CUT & BEND 45' V NOTCHES - - -
`� FACING DOWNSTREAM - CUT & BEND 45• V NOTCHES
- FACING DOWNSTREAM
i
EFFLUENT TROUGH — -
w WEIR PLATE --- - O - EFFLUENT TROUGH
o - z w/ WEIR PLATE `
M-9 30• 30• C r
j ) M-9
3 — - 4
L ,
ALUMINUM HANDRAILS
& GRATING
4'-0" WIDE ELEVATED WALKWAY
W/ ALUMINUM HANDRAILS AND
GRATING TO RECARBONATION
BASIN (SEE DWG M-10 FOR
CONTINUATION) NOTE: SEE DRAWING M-8 FOR
REACTOR BASIN PIPING PLAN
3' 8" CL HANDRAIL
27'-0" 27`—o»
PLAN
C- LE: 1 /4" = 1 ' -0"
M-6
ACAD DWG # 8740OM--6
PROJECT NO.
--- - - - ---- 87-400.10
- -- - --- --- - - --- -- REACTOR BASINS PLAN DATE
- DYER, RIDDLE, MILLS & PRECOURT, INC. DECEMBER 1989
ENGINEERS *SURVEYORS *SCIENTISTS *PLANNERS SCALE 1/4-7 = 1 P-cr
CITY OF EDGEWATER FLORIDA
DATE REVISIOfVS REVISED BY NECKED BY DESIGNED DRAWN MIL CHECKED BY APPROVED BY ALAN R. THOMAS WATER TREATMENT PLANT & WELLFIELD SHEET — —
INLET & SLUDGE VALVE INLET & SLUDGE VALVE
OPERATOR CONTROL PANEL --� �-- CONCENTRATOR OPERATOR OPERATOR CONTROL PANEL
ALUM. TOEPLATE
2" GSP WATER JET
W/ 2" GV
�� \
CD �1
0 0 --
GRAVEL (6" DEEP) �I o
\` O
ry
xy�\/�\/\\
CONCRETE FOUNDATION
(SEE STRUCTURAL DWGS)
I I
>> EL 21.00
�- 20" 900 BEND
REACTOR BASINS
SECTION M-7
SCALE: 1/4"=1'-0" �-6 1
0
ALUMINIUM HANDRAIL
�— ALUMINUM GRATING (TYP)
2" GSP WATER JET
W/ 2" GV
�-12" DIP SECONDARY INFLUENT
EL. 26.41
TnFD n� rnNir �i � C� 1:.n
\--- 6" SLURRY BLOWDOWN
6" GRIT BLOWDOWN
NOTE: SEE DRAWING M-8 FOR
REACTOR BASIN PIPING PLAN
TOP OF GRATING
EL 54.32
TOP OF TANK EL 52.83
EFFLUENT DROP BOX
EL. 29.39
3'-0" ALUMINUM HANDRAILS (TYP)
CLR
h �
-+---+ -
FFLUENT PIPE EL. 47.83
20" TEE
`20" FLANGED
ADAPTOR COUPLING (FAC) p_�
G
20" DIP REACTOR BASIN EFFLUENT
20" TEE
20" B FV
20"x147 TEE
20" DIP REACTOR BASIN INFLUENT
(FROM HEAD TAN K) -�"
CONC PIPE
SUPPORT D-2
A
20 DIP TO
RECARBONATION BASIN
EL 21.00
iilll
20" 90' BEND
REACTOR BASIN EFFLUENT PIPE
SECTION M-7
SCALE: 1 /4' =1 '-0" M_7 2
M-7
ACAD DWG # 8740OM-7
6" BLIND FLANGE
El
EL_ 25.5
_DEL 23.0_
6" DIP SLUDGE
BLOWDOWN FRt
REACTOR BASIL
6" BLIND FLANGE
_DEL
6" DIP SLUDGE BLOWDOWN
TO SLUDGE LAGOONS
i
C" 1 A !\,/f
SECTION M-8
SCALE: 1; 2"=1'-0" ��-8
C" 1A/Vr
F-1 0 20" RAW WATER LINE INFLUENT
1 (FROM WELLFIELD) CE EL. 20.25
HEAD TANK (SEE DWG M-5)
i\
EDGE OF TANK ABOVE 20n FAC I
(TYP)
4" PINCH VALVE I rD— 1 �-- 20 TEE
4" WYE W/
BLIND FLANGE -
6" WYE
i-- 6" D I P
r'
6" WYE (TYP) —/
6" DIP —
6" SLUDGE BLOWDOWN
6" PINCH VALVE
E
6" PINCH VALVE ---
6" TEE W/PRESSURE
CLEAN OUT '
10" BUTTERFLY VALVE
12"x10" RED 90' BEND
12" 90' BEND
(LONG RADIUS)
P SLUDGE BLOWDOWN
_UDGE LAGOONS
.ND
LiIP SLUDGE BLOWDOWN
TO SLUDGE LAGOONS
SECTION M-8
SCALE: 1 /2" =1 '-0" M-8 2
12" DIP
R EACTO R BAS I N
NO.2
CONCRETE PAD
27' —0"
PLAN
SCALE: 1 /4" = 1'—O"
/� 20" DIP
20" BFV BY—PASS
I I I
i
EDGE OF STAIRWAY (ABOVE)
20" DIP TO RECARBONATION BASIN
(SEE DWG M-1 1 FOR CONTINUATION)
27'—Ott
6" WYE
w/6" BF
6" WYE
EDGE OF TANK (ABOVE)
HEAD TANK
— POLYMER FEED
(SEE DWG M-3)
— 2" LIME FEED
(SEE DWG M-3)
6" WYE w/6" BF
6" PINCH VALVE
1
—6" GRIT BLOWDOWN
—6" SLUDGE BLOWDOWN
WATER JET
2" GV
--SLURRY CONCENTRATOR (TYP)
IZ -
-10" BUTTERFLY VALVE
12" x 10" RED 900 BEND
12" 90' BEND
(LONG RADIUS)
12" DIP
1-9
i
i
R EACTO R BAS I N
NO.1
REACTOR BASINS
E
8
ACAD DWG # 8740OM-8
TOP OF TANK
EL 52.83
WASHER 2" 0D ,. _�/ I
REACTOR BASIN N 0 . 1
I L 1 /\ I / lJ
i
i
Vr-\1 JVI\LYY I / L ,\ 1
EFFLUENT WEIR TROUGH
SECTION rm 9
SCALE: 1"=1'-0" M-6 5
,-) ^» r\ I I) I- I- I- I I I r' K I T n 1 n f
EFFLUENT DROP BOX
DETAIL M-9
SCALE: 1 /2" -11-0 M-6 A
TOP OF TANK EL
52.20 WL EL 52.20 _q�
I /2" LG w/NUT
HELICAL WEIR TROUGH (TYP)
REACTOR BASINS -
REACTOR BASIN NO. 2
'.) 1 /o" ') 1 /o" ., 1 IA" I
EFFLUENT WEIR TROUGH
SECTION �M-9 \
SCALE: 1" =1 '-0" M-9 4
2" POLYMER FEED -�
(2" LIME FEED
DIRECTLY BEHIND)
EL 26.334 _1$�
'7 1 sr)" ., r) 1/ )I' „ I IA" I
EFFLUENT WEIR TROUGH
SECTION M-9
SCALE: 1" =1 '-0" M-g 3
II
REACTOR BASIN I I 6" SLUDGE SLOWDOWN
l
ICI
I
2" BALL VALVE 16" PRIMARY INFLUENT
III
II
2" PVC I I t
EL 29.39
ICI
12" SECONDARY INFLUENT
�- 12" 45' BEND
1NIls�
I I �-I
6" PINCH VALVE 6" TEE I
% 2" GSP TAPPED INTO BLIND FLANGE
�-2" GV CONC. PIPE SUPPORT
TOP OF CONC EL 25.50
6" PINCH VALVE
�-- LIME & POLYMER
FEED LINES IN
CONC. PIPE TRENCH
_1 - - -- --I;-
QUICK-CONNECT COUPLING
2" FLEXIBLE TUBING
(FROM LIME STORAGE BLDG.)
)F TANK EL 52.83
WL EL 52.20
W � 2"GSP PLANT WATER
CONC. FOUNDATION
(SEE STRUCTURAL DRAWINGS)
REACTOR BASIN PIPING
SECTION M-9
SCALE: 3/8" =1 '-0" M-8 1
WL EL
CAP SCREW 1/ L A I I/ L LV YV/ IVV I
EFFLUENT WEIR TROUGH
SECTION M-9
SCALE: 1" -1 '--0" M-6 2
TOP OF TANK
EL 52.83
.,,/ 16" I D x 1 /R„
M-9
ACAD DWG #87 400M - 9
10'-0"
ALUMINUM HANDRAILS
& ALUMINUM ORATING
AROUND ENTIRE
PERIMETER OF TANK
"PROVIDED BY TANK MFR)
TOP OF ORATING EL 54.32
EL. _53.24
HEAL) TANK
2(�" INTERNAL RISER
INTERNAL PIPE SUPPORT (TYP)
20" DIA .MANWAY W/COVEK
_EL. 28.00�
T_)P -)F FOUNDATION 1" GROUT
EL. 25.5D
- � o
\fir\fir\\
r
CONCRETE FOUNDATIO
rTR�)CT'JRAL DRAWINGS)
SCREEN COVER W/ DOOR
20" DIP HEAD^��\�//
TANK BY PASS
/\
1 n,-0„
EL 21.00
-0-
EL 20.25
20 90 BEND
L.V JlJ LJLIVL `
SECTION M,.3,ALE: 31ar-11-1- \M--,--6 2,111
-10
—0„
24" DIP RECARBONATION ICY —PASS
— ALUMINUM HAN D RAI L� (TYP )
TOP OF GRATING EL_ 45.5G
RECARBONAMON
BASIN
(SEE PW O M-1 1)
X/ r\<�/ x
EL 21.00
24" 90' BEND
24" DIP
24 TEE
i
F.F. EL. 26.00
M-10
9
ACAU DWG #87400M10
3'-6"
A I I K I LIAKIMMAI] c7
-- 6" DIP DRAIN 6" DIP WYE 6" DIP DRAIN
(SEE DRAWING M-3)
TOP OF GRATING EL. 45.50 �6" DIP 45' BEND
TOP OF WALL EL. 44.50
-------------- - - '}----------------- -_ 6' DIP
24" TEE 0j 6" DIP 45' BEND \ �\ 6" DIP WYE
_ EL. 40.00 �- 6" DIP DRAIN \ ,�
-- - - 6 DIP
I I I I 24' PLUG FOR FUTURE CONNECTION
;-- 24 PLUG I \
(FOR FUTURE CONNECTION) o' I ! I M 211 ` T
/-24 TEE I 24 DIP BY-PASS I I �\ 6 DIP WYE 24 BFV - -+-
24" DIP 24' 90- BEND I I I I \ \\
(TYP) — — —
� II II I
24" BFV W/-
CHAIN OPERATOR
I I � IIIII IIII
(TYPICAL OF 2) I �------------ ----- I � I ---------------I � I---- ���-------- I
- 024 TEE
r w 6" PV W j VALVE BOX (TYP)
I3'-6„ II II II I 1
8,_0„ 3,_0„ I ! 4'-0„ I 3,-0„ 10,-0„
--
I
PIPE SUPPORT (D-2
p I
/- 6" DIP DRAIN `-1 I I 6" DIP
i I I I I I DRAIN I I 24" DIP FLG X PE
I I 0 0
I! '� I I I I
FIN I 30 8FV W/EXTENDED ALL PIPE TYP
W ( -� _ ! I I )
GR. EL. 26.0 SHAFT 8c HANDWHEEL MIXING I `°
249' TEE I TANK ! I 3 -° -
I Ift
I I I
�� I I NO. I I
24 BFV W/CHAIN OPERATOR �, o I I I I ti
1 I I
\ DETENTION I I N
24" FLG. X PE WALL PIPE TANK I
/\�/\\ �� -T--� DIFFUSER -
24 90. BEND I I 1 GSP PLANT WATER
p-1 WASHDOWN I 0
E STATI O N I j j 24' TEE
— — I Ln 24 TEE
_ EL. 21.00 - - - - - _ - -
1 121 BUSHING
/ -- - - -- - - —
" x "
f I IIII IIII III
(a=c 0
24 DIP FROM REACTOR BASINS III III III ALUMINUM HANDRAILS + - IIII IIII
III / IIIII Bc GRATING (TYP) o I I IIIII I I IIIII IIIII II
TNIwSECTION M-1 1 o \
_- I
SCALE: 3/8"=1'-0" 24" 90' BEND 24" X 20" RED
DETENTION
TAN K
DIP W/WATER STOP
\i
6" 90' BEND
CONC. ENCASEMENT (6" MIN AROUND PIPE)
DIP TO FILTERS
� EL. 21.00
EL. 21.00
24" RECARBONATION
BASIN BYPASS
M-11
6" DIP DRAIN
SCALE: 3/8" =1 '-0"
BFV W/CHAIN OPERATOR (TYP)
20" DIP FROM REACTOR BASINS
(SEE DWG M-8)
90' BEND (TYP)
24" DIP FLG X PE
WALL PIPE (TYP)
SECTION M-1 1
SCALE: 3/8" -1 -091
ACAD DWG #87400M11
24' DIP BACKWASH DRAIN
TO BACKWASH RECOVERY BASIN
(SEE DWG. M-2 FOR CONTINUATION)
M-15
t
30" TRANSFER PIPE FROM
GROUND STORAGE RESERVOIR-\
� EL. 19.50
18" 90' BEND
ul-
1" GSP PLANT
A / A T r- r-%
CE HANDRAIL (TYP.)
n e" nIn r-ii Tr-n inir'i i ir-nrr
0. 87400M13
18" DIP BACKWASH WATER
SUPPLY (SEE DWG M-2)
TOP OF WALK
EL. 43.50
HWL
/— ALUMINUM CANOPY
SECTION M-14
SCALE: 3/8" =1'-0" M-1 2
ALUMINUM CANOPY
(SEE STRUCTURAL DWGS)�
SECTION M-14
SCALE: 3/8" =1 '-0" M-1 3
k
-IAN D RAI LS
TOP OF WALK
EL 42.00
1E
ra
ik,
FF EL 26.00_1$0
SECTION M-14
SCALE: 3/8"=1'-0" M-1 1
� ALUMINUM CANOPY
(SEE STRUCTURAL DWGS)
L�
r
,RAIN
SIN)
ACAD DWG # 8740OM14
J
po
4.-r av uL-1vv
SECTION M-15
SCALE: 31T =1'-0' It, '
1 1
nnnif-\nv /c-r-r- c-Tmt in-ri I0Ai Il0AAAIIKInC`�
M-15
3
ACAD DWG #87400M15
16" WALL PIPE
16" 90' BEND---,
16" FAC
16» DIP BACKWASH
WATER SUPPLY -
FIN GR EL 25.5 Ak
� EL. 23.33 A$k _
16 it 90' BEND
i ur ur
FILTER WALL 8" VACUUM RELIEF VALVE
FACrD_8" TEE
G
TT T ry '1 7!
E---logo
r - - - - - -�
20
� 1 � i �rtttr it �� � U 1
u
_ E
8" DIP FILTER BACKWASH�t
} I 1
AIR SUPPLY (TYP) s : �.
' .. + ' " »fir » I T r I '3
15 -6" I I I 14 -0 I 14 -0 g -0 PIPE SUPPORT
-- - -- r - - D-2
L (TYPICAL)
Tt1 cir I l �1 r ~rT 1
I l D-2
l
r
PIPE SUPPORT M
1 � FAO D-1 /-1 6 VENTURI TUBE I 16 FLG x PE w/TIE RODS (TYP)l 2 AIR RELEASE ,
FF EL. 15.00
0
SECTION
SCALE: 3/8"=1'-0"
.r T
EL 34.00
I
I 8» DIP AIR SUPPLY FROM
/-TURBIDIMETER BLOWERS (SEE DWG M-19
FOR CONTINUATION)
I
I
I
n
EL 28.00
FF EL 26.00
M-16
9
ACAD DWG. NO. 874COM16
LEI
(4) 5" X 8'
BLOCK (TYP
PLAN
SCALE: 1 /2" =1 ' —0"
f-'II Tr-r' 1 IAIf"1 I IT_KIT
01-\UNVVf-1Jrl VYNI tM JUrrLT rIr'IIVu
(SEE DWG M-13)
24" TEE
24' DIP FILTER BACKWASH
BRAIN (Tn RArKWA:�H ZZ e) Alp nn• nr-nirn
INTEGRALLY MOLDED WATER STOP (TYP)
FLUME BLOCK
WASHWATER TROUGH
STABILIZER
ANCHOR "U" ROD
AIR HEADER PIPE
11
E DWG M —18)
DETAIL M—»
SCALE: N.T.S. M-1 B
5/8" —1 1 ANCHOR UNIT, HEX. NUT,
FLAT WASHER and LOCK WASHER.
DETAi L M—, 7
SCALE: NONE M-1 7A
45' GROUT FILLET
EXTENDING 1 —2 INCHES
ONTO BLOCK (TYPICAL)
AIR SUPPLY PIPE
BACKWASH WATER
SUPPLY PIPE
5/ 8" —1 1 HEX. NUT, FLAT WASHER
and LOCK WASHER.
HANGER f�,OD
REAR MOUNTING ASSEMBLY M_��
A
ME"
WASH WATER TROUGH
PFB36 FLUME BLOCK
ANCHOR " U"
FILTER BLOCK
TROUGH STABILIZER M_»
AND SPREADER g
CONIC WALL
(SEE STRUCTURAL DWGS)
MAKE—UP BLOCK
BLOCK TO BE SET LEVEL ON
3;'4'± OF FRESH GROUT
HDPE END PLATE
�--- SUPPORT GRAVEL
* U FR A' E L_ G R A D AT 10 (' j
2" -- 3 '4" x 1/2 ly (TOP LAYER)
2" — 1 j 4„ x 1/ 8>►
,/8" x No. 10 MESH or 1/ 16"
2» — 1/4" x 1 /8„
2" — 1 /2" x 1 /4"
AIR HEADER PIPE WITH AIR RISER 2" — 3;/4' x 1 /2" (BOTTOM LAYER)
PIPES ON 12" CENTERS
(SCH. 5 304 S.STL.)
FABRICATED PIPE SUPPORT, U—STRAP,
3/8" DIA. ANCHOR UNIT and HDW.
(S.STL. TYPE 304)
SECTION M-17
SCALE: 3/4"=1'-0l' �—1 71
TROUGH STABILIZER M-17
BEAM AND SPREADER 8
w
WASH WATER TROUGH —f
.. 21„ (TYP.)
A "
3'-0"
sw
MID.)
SS
EQUAPM NIR ITEMANUFAC URER
SIZE AS REQ'D BY FILTER
PIPING SUPPLIED BY FILTER EQUIPMENT MANUFACTURER
SECTION M-1 7
SCALE: N.T.S. M-1 2
1"
e
ACAD DWG # 8740OM17
12'-6"
14' - 0"
�= _ rum �,uiviiivur�iiury ur r I L I r M
1 \; BACKWASH WATER SUPPLY &
�- 16" FAC rD-16 BFV (TYP) FILTER EFFLUENT PIPING SEE
G VENTURI TUBE DWG M-13
I I
BACKWASH WATER SUPPLY
PUMP & MOTOR
BACKWASH/TRANSFER C
PUMP & MOTOR F
Il
ICI
I I
I I
16" x 12" RED (TYP)
(TYP) 6 1�-
I " FAC _
rD —1 D- ---
I I " - I
16 CHECK VALVE w/
LIMIT SWITCH (TYP)
I
16" BUTTERFLY VALVE TYP _-
10-9 6-0 6-6
17
III -
I I 16" 45- BEND (TYP)
II I 1 I I I I
I I 16" DIP (FLG. x PE
(2) 1 S. STL. TIE RODS, TYP) CD
oo
I�I
FILTERS
(SEE DWG. M-13)
14'-0"
�I� UIN �IYN)
i�' - ;IP 7 , - P'I
I�
-----�. -- �-i6" TEE
(TYP) l
16" TEEL-
`- 16" DIP BACKWASH WATER SUPPLY (TYP) (TYP)
\`---16" DIP TO GS R
(SEE DWG M-2 FOR CONTINUATION)
16" 90' BEND
_L--I --
14'-0" 6'-6„
WALL PIPE
(TYPICAL)
F' — F"
8" TEE W/ SUPPORT
D-2
E
2,-0„
Q O
VFD CLR U 0
-
1 v U
Co w U
10-10 N 6-10 6-9l Li
N
12" 45' BEND (TYP)
12 DIP (FLG. x PE w/(2) 7/8" S. STL. TIE RODS, TYP)
24 DIP- I�
I-
�'Ir �Nb- HII '116 Ihl IIII III, �
12" 90* BEND
30" 90' BEND
� x
24" x 12" RED 301, x 12" TEE �; 30" DIP (SEE DWG M-2 FOR CONTINUATION)
\-- 3 0" x 24" R E D
24" x 2" TEE
SCALE: 3/8" _ —0"
M-18
AC AD DWG # 87400M18
12'-6"
FILTER NO. 4
3,-0„
15'-6"
-- -.-
PIPE SUPPORT
rQ2
L
8" DIP B)
AIR SUPP
FILTER N(
14' - 0"
F 8" 90' BEND
/- 8" FAC p_ 1
%G
s - -
14' - 0"
8" DIP B)
AIR SUPP
FILTER NC
8" TEE
1 4' - 0"
14'-OPT
FILTER NO. 2
6'-6"
I 1=11=110 lim 101 imilillim lllm'lo 11-F L
14' - 0"
8" DIP By
AIR SUPP
FILTER N(
1 8'-o"
PIPE SUPPORT
(TYPICAL)
rQ2
M
EL 35.00
8" DIP BACKWASH
AIR SUPPLY TO
FILTER NO. 1 81-6
3 - 0
� EL. 29.83 v- 16" DIP FILTER
EL. 28.33 EFFLUENT (TYP)
PIPE SUPPORT (TYP)
rD '2 8" DIP BACKWASH AIR
M SUPPLY FROM BLOWERS
L u L.;
12' 10' - 2"
y 0 0
D
FIN. GRADE
FLUME BLOCK
CLEARWELL
Z.
HWL 24.0
30" DIP TRANSFER PIPE
FROM GROUND STORAGE
RESERVOIR, FOR CONTINUATION
SEE DWG. M-2 ���j/� j�� j/� j/� j/� j 30" FLG X RJ WALL PIPE
30" FLG X FLARE 90' BEND (SHORT R,4DIUS)
♦ _ I _ l � G EL. 19.50
I
F.F. EL. 15.00
77
SECMON M-19
SCALE: 3/8" =1'-0" M-1 1
FF EL 26.00
LJ VI ILuf\ VrILV L
SECTION M-19
SCALE: 3/8" =1 '-0" M-1 3
FF EL 26.00
M-19
ACAD DWG # 87400M19
S ECTI 0 N M -19
SCALE: 3/8" =1'-0" M-1 4
WALL PIPE -
16" 45' BEND
16" DIP FLG. x PE WITH
(2) 3/4" S. STL. TIE RODS
16" DIP BACKWASH
WATER SUPPLY \��'
(SEE DWG. M - 2 ���/X��/
r
FOR CONTINUATION)
16 90' BEND
16" DIP GROUND
STORAGE RESERVOIR
FILL LINE (SEE DWG.
M-2 FOR CONT.) -_\
DEL. _17.4 Alk
12" DIP FLG. x PE WITH
(2) 3/4' S. STL. TIE RODS
EL. 20.00
12" WALL PIPE--,,,
EL 28.15
EL. 2 2. 0
,f
AIR RELEASE VALVE
16 pf FAC D_
1 6" x 12" RED.
PUMP ROOM & PRESSURE GAUGE
PIPE GALLERY
�- GSR TRANSFER
16" CV w/ PUMP & MOTOR
LIMIT SWITCH
16" B FV
-CONC. PUMP PAD
CONC. PIPE
SUPPORT
�`,
\ \/ �' O
�\ / ; 0. O
SECTION
SCALE: 3/8" =1 '-0"
12" BLIND FLANGE ' - 1; 4" ALUM
CLEAR WELL
X
c o
SECTION
SCALE: 3/8" =1 ' —0"
-CONC. PUMP PAD
(FOR FUTURE PUMP)
FF EL. 26.00
HWL 24.00
FF EL. 26.00
WALL PENETRATION
12" DIP FLG. x PE WITH
(2) 3/4" S. STL. TIE RODS
EL. 20.00
q EL. 28.15
PUMP MANUFACTURERS
RECOMMENDATIONS
SECTION
SCALE: 3/8" =1 '-0"
10" WALL PIPE
10" FLG.
BASE 90' BEND (TYP)
_At�L_ FF EL. 15.00
ACAD DWG # 874-OOM20
24" x 12" WYE
21,_6„
OVERFLOW- 200 PRECA'
CONCRETE TYP 4 REQD
rM-_2'3�
H
30" DIP FOR
CONNECTION TO
FUTURE G.S.R.
30" PLUG
PLAN
SCALE: 1 /8" =1,-0"
HANDRAIL (M-22
F
LADDER WITH SAFETY CAG
D" TEE
D" PLUG
')S LIQUID
►ICATOR (M-23
I
CH WITH rM-COVER 24 ,
D
UMINIUM M 24
i SAFETY CAGE q
VO 6" HOLES
' 0 L CABLES
PROBE CURB (M23
c
NE M-23
B
,
80 -0 ID
SECTIONAL E LEVATI O N
SCALE:
e
ACAD # 87400M21
ACCESS HATCH WITH
FIBERGLASS COVER
s
N
SPRINGLINE
s
r-
1
LIMIT OF DOME BAND `-
PRESTRESSING WIRE ►n T
I
OUTSIDE VERTICAL RESTEEL
r SHOOT MIN. OF 1" COVER
COAT OVER PRESTRESSING WIRE
1-1/2" MIN.
.90 AFTER PRESTRESSING PLACE 1 /2"
THICK SHOTCRETE SEAL 2" -0" UP
ON DOME. FILL DOME RIB BRACKET
ANCHORS WITH "THORITE" BEFORE
SHOOTING SEAL.
26 GAUGE STEEL SHELL DIAPHRAGM
NOTE: PRIOR TO CASTING DOME SAND-
BLAST TOP OF WALL AND IMMEDIATELY
PRIOR TO CASTING COAT WITH BONDING
EPDXY
2-3/4"
s
i
1 /4" ANCHOR C
INTO CURB
S. STL. HOIST H00
2 REQD ® 180'
1 n cr`pr�KIG'n nv�r.iir.iGS 14" HIGH X 13-1/2" WIDE
I _ %JV VIr1. VI LI`IIIVV
r
BOTTOM COVERED WITH 20/20
MESH REMOVABLE FIBERGLASS SCREEN
DOME RING M-22
� A DETAIL -FIBERGLASS VENTILATOR M-22
DETAIL -DOME RING "1-22 M-21 E
M-22 A
�)
PRESTRESSED COMPOSITE WALL
STEEL\SHOT CONCRETE CONSTRUCTION
26 GAUGE STEEL STEEL DIAPHRAGM,SEAL
FROM BOTTOM TO TOP WITH EPDXY (16-26)
1" COVER OVER STEEL SHELL DIAPHRAGM
SOFT BROOM FINISH INSIDE AND OUTSIDE
RIPPLE PATTERN ACCEPTABLE INSIDE
HORIZONTAL WALL M-22
B
FLOOR -WALL
rM-22
C
F.F. EL. 26.00
CONCRETE FLOOR WITH
SOFT BROOM FINISH -
TYP I CAL WALL SECTION
SHOOT MIN. 1" COVER
COAT OVER PRESTRESSING
WIRES
PRESTRESSING WIRES
OUTSIDE VERTICAL
RESTEEL
SHOOT MIN. 1 /8"
COVER BETWEEN
VERTICAL BARS &
PRESTRESSING
WIRES
I�
DETAIL -HORIZONTAL
OUTSIDE VERTICAL RE`.
PRESTRESSING WIRES
SHOOT MIN. 1" COVER C,
OVER PRESTRESSING WIRI
1" COVER OVER DIAPHRAGM
RIPPLE PATTERN ACCEPTABLE
26 GAUGE STEEL SHELL
DIAPHRAGM SEALED
WATER -TIGHT WITH
EPDXY (16-26)
NO HORIZONTAL JOINTS ALLOWED
INSIDE VERTICAL RESTEEL:
HOLD IN PLACE WITH
SPECIAL CLIPS
WALL "A-22
M-2 B
SHELL DIAPHRAGM
_EAN AGGREGATE
SHOOTING FILLET
DETAIL -FLOOR -WALL M-22
�-2 2C
F.F. EL. 26.00
a
I
0
EDGE OF DOME BAND
10' -0"
3'-4" 13'-4" 13'-4
PLAN
20/20 MESH FIBERGLASS SCREEN
"x 1" S. STL. MACHINE BOLT WITH
HER SPACED AT 60' - 6 REQD
K ALL AROUND
CAST CONCRETE CURB
0
FIBERGLASS ACCESS
HATCH COVER
�- o
l I
I
�L_�Iy11NUM HANDRAILS
DETAIL -HANDRAIL M-22
M-21 D
ALUMINUM
HANDRAILS
11' 0 s
ACAD DWG # 8740OM22
1 /2" x 2-3/4" SS
KWIK BOLT
to
SIDE
���
16" 900
6" MIN. C01. V. \V! LIV[ 1-IY 1
2-1 /2" x 2-1/2" x 3/8"
S. STL. ANGLE
1 /2" x 2" S. STL. BOLT
2-1/2" x 3/8" S. STL. STRAP
DI FILL LINE
• o--x welous\115 S; •
v IVIIIV. L114 L-IVILIV 1
DETAIL M-23
N.T.S. �-21 C
vv %Jw 1-01-Iry
JG
EL. 20.00
_NCASEMENT
V IVIIIV. I�VIVL. CIVVtiJCIVICIV I
30" CONNECTION TO FUTURE GSR
DETAIL M-23
N.T.S. M-21 E
EL. 21.00
12" MJ SLEEVE
I NV. EL. 21.00
12" OVERFLOW PIPE
DETAIL M-23
N.T.S. M-2t F
20/20 FIRE
I
N
FAREA OF OPENING
675 SQ. IN.
20/20 REMOVABLE
FIBERGLASS
SCREEN MESH —�
RE
�KET (TYP)
FF. EL. 26.00
x PE WALL PIPE
2-1/2"
4'-6" r
N
r
I
cD
PRECAST CONCRET OVERFLOW
DETAIL rM-23
N.T.S. M-21 H
.. CONC. ENCASEMENT
rM-21
A
PRECAST CURB
10" PVC PIPE / 18" LONG
FLG. x PE w/BLIND FLANGE
NK DOME
CAULK ALL AROUND
1-1/2" FIBERG
#10 — 24 x 3,
MACHINE SCREW
4 — #4 DOWEL,
2 — #3 HOOPS
2 — #4 HOOPS
PRECAST CONC. CURB
(TO BE LEVEL AT TOP)
POLYETHYLEI`
CORD LINES
FIBERGLASS
1-3/4" 4-1/2" owl 1-3/4"
SHOOT 1" THICK x 12" WIDE BOSS
HALF WAY DOWN TANK WALL
1 /4" x 1" S. STL. MACHINE BOLT
w/ LEAD ANCHOR
WALL BRACKET
ED FIBERGLASS TARGET
SET ZERO MARK EVEN
w/ TOP OF WALL
FIBERGLASS BOARD:
WHITE w/ 4' BLACK NUMERALS
AT 2' GRADUATIONS
RED FIBERGLASS TARGET
w/ LEAD WEIGHT
NOTE: CALIBRATE TO FULL DEPTH.
YETHYLENE CORD
5Q. FIBERGLASS TUBE
— 24 x 2-1/2" S. STL.
HINE SCREW
=1 B ERG LASS CAP w/
" RUBATEX INSECT BARRIER
# 12 x 1" S. STL. SHEET
AL SCREWS w/ ANCHORS
?0' FIELD DRILL TO SET
Igloo MRS Wu Mi
1"
1 /4" x 1" S. STL. MACHINE BOLT
FLAG ASSEMBLY
2" x 2" x 1 /8" FIBERGLASS TUBE
M-23
9
ACAD DWG #87400M23
AIUM. SAFTY CAGE w/
LOCKABLE BOTTOM HATCH
1" DIA. LADDE�"
� 4„ N0. 41 SPEED -RAIL
ADJUSTABLE FLANGE
ALIGN TOP RUNG WITHNEOPRENE PAD
TOP OF DOME BAND
r F �- 3/8" x 2-1 /4" S. STL.
KWIK-BOLT
TOOLED JOINT
C°
I
TOOLED JOINT
`-
ME
o Q
MIN.
°0
1 /2" x 2-3/4" S. STL.
I
KWIK-BOLT
z
l
z
0-
LADDER AND WALL BRACKET
m
TO BE PLACED TIGHT AGAINST
n_
BOTTOM OF RUNGS
SHOTCRETE BOSS
I
NEOPRENE PADS TYPICAL
1-1/2" DIAMETER
AT ALL BRACKETS
LADDER RAIL
1'-6"
-
co
FIN. GRADE I
45' OR SQUARE
1-1 /2" //7SHORTCRETE BOSS
LADDER RUNG
LADDER RISER
2" FILLET WELD ALT.
SIDES OF SAFETY RAIL
AT 5'-0" SPACING -
T.S. SAFTY RAIL
7,-0"
SIDE VIEW
WELD LADDER TO BRACKETS
(TYPICAL)
FIN. GR. EL.
5/8" DIA. HOLES
1/4"THICK
GUSSET
3/8" THICK PLATE
DIA. SLEEVE x 5" LONG
PLATE AND GUSSET
LEG x 7" LONG
T' x 2-1/4" S. STL. HEX HEAD BOLT
LADDER AND WALL BRACKET: 8 REQUIRED
NOTES: 1. ALL TUBULAR MATERIAL TO BE NOMINAL DIAMETER
SCHEDULE 40 ALUMINUM PIPE 6061-T6.
2. PLATES AND GUSSETS TO BE STRUCTURAL GRADE
ALUMINUM 6061-T6.
ox I im kol I I m m -9 '1 11 q q;gft
A
3/8" x 1" SLOT j
FIELD DRILL
LADDER RISER ONLY---/
ADJUSTABLE
LADDER AND
WALL BRACKET
w
z
��- o
1
w �t
CL
0
BASE BRACKET
2'-0"
1 /4" x 2" SQ. 5
F.G. TUBE
127 1-1/2" �--
C�
1-1 /2" F.G. SPACER
2" x 2" F.G. ANGLE
FIELD DRILL
10/24 x 3" SSRHMS,
(4 REQUIRED)
1 /4" x 2-1 4" S. STL.
KWIK BOLT 2 REQUIRED)
2" x 2" F.G. ANGLE
1 /4" x 3-1/2" SSHHMB
(4 REQUIRED)
6" x 1 /4" S. STL. CURB BRACKET
(2 REQUIRED)
2" x 1 /4" x 6" LONG
EXTREN BACKING PL.
(2 REQUIRED)
1" DIA. SOLID F.G. BAR RUNG,
BOND w/ EPDXY
T. S. SAFTY RAI L, 23' - 6" LO N G
1/8" x 2" SQ. FG. TUBE RISER
FF EL. 26.00
Ln
1/4" x 2" SPLICE PL.
1-1 /2" F.G. SPACER
LADDER AND WALL BRACKET
LADDER RISER
Fj
- - < 1 /4" x 2-1/4-7 S. STL. KWIK BOLT
FLOOR
W EA41,63 ► w V
NOTE: 1 /4" x 2" FLAT BAR FIBERGLASSS CROSS BRACE
TO BE PROVIDED FOR BRACING WALL BRACKET SUPPORTS
ON LADDERS OVER 20'-0" TALL. INSTALL ON
EVERY OTHER BRACKET.
INTERIOR FIBERGLASS LADDER
DETAIL M-24
N.T.S. M-21 B
OUTSIDE VERTICAL
RESTEEL--,,--.-.
PRESTRESSING WIRE
CAST STEEL FRAME
1 " COVER COAT OVEI
PRESTRESSING WIRES
STEEL SHELL DIAPHRAGM
PACK "THORITE!' TIGHTLY
BETWEEN MANHOLE FRAME
AND DIAPHRAGM
ALUM. ALLOY COVER WITH
�. STL. BOLTS
ELEVATION
PERMATEX AND GASKET
BUILD UP SHOTCRETE ALL
AROUND MANHOLE ON
INSIDE FACE
SEAL MANHOLE TO STEEL
SHELL WITH EPDXY
WALL MANHOLE
DETAIL M-23
N.T.S. M-21 c
NOTE: MANHOLE PROVIDES A RECTANGULAR OPENING 18" x 27"
WASH MANHOLE AND DIAPHRAGM WELL TO INSURE A
PROPER BOND
63"
THIS SIDE TO TOP OF DOME
61"
55"
40"
10-1/2"
5"
PRECAST CURB
53"
63"
5"
55" x 63" FIBERGLASS COVER
3" x 1-1/4" S. STL. HINGE w/
2 - 1" x 1 /4" S. STL. MACH. SCREWS &
3/8" S. STL. HINGEBOLT w/
NUTS & WASHERS
1 /2" x 2" RUBATEX INSECT BARRIER
(CONTINUOUS)
41" SQ. FIBERGLASS COVER w/
INTEGRALLY MOULDED
FIBERGLASS STIFFENER
3/8" DIA. S. STL. HASP,
PROTRUDES 3" ABOVE HATCH
10 -1 /2"
T-- INSECT BARRIER
DOME
M--24
ACAD DWG #8740OM24
12'-47 30'-8"
SLUDGE DRAW OFF PUMPS
(SEE DWG M-28)
I I -26
II 2
II
II 6" PINCH VALVE
6" TEE
6" PINCH VE
6" 45' BEND
DECANT RETURN PUMPS
(SEE DWG M-27)
45'
6" DIP (FOR
CONTINUATION
90 SEE DWG M-2)
ao
X 5' PLATFORM I
W/ALUMINUM HAND- ---
RAILS & GRATING
RAD/OS
-
ar-4
12:1 SLOPE
�- zo
-
4, - 0"
fl
�42" WIDE WALKWAY
CONC STEPS
SLOPS W/ALUMINUM HAND-
3.2 RAILS & GRATING
DRIVE MOTOR 45'
SCRAPER MECHANISM
24' DIP BACKWASH DRAIN
(FROM FILTERS)
PLAN
M-25
SCALE: 3/1 C=V-0"
ACAD DWG # 8740OM25
PROJECT NO.
BACKWASH RECOVERY BASIN
87-400.10
DATE
INC.PLAN DECEMBER 1989
DYER, RIDDLE, MILLS & PRECOURT,SCALE»� ��R 3/16 -_
1 0
ENGINEERS SURVEYORS SCIENTISTS *PLANNERS CITY OF EDGEWATER, FLORIDA
DESIGNED BY DRAWN BY CHECKED BY APPROVED BY ALAN R. TH O MAS WATER TREATMENT PLANT WELLFI ELD - -
SHEET0F
DATE REVISIONS REVISED BY NECKED BY TAH MIL MIL
_
•
41
a
12' — 0"
-------------
DECANT PUMP
SECTION rM 2�6
SCALE: 3/1 6"=1'—O" M-2 1
/-- ALUMINUM HANDRAILS & GRATING
25'-0'
_ - DRIVE MOTOR
BAC KWAS H
RECOVERY BASIN
EL 15.12
SECTION M-26
SCALE: 3/16"=l'—O" '\M�-25 2
25'-0"
12' — 0"
TOP OF CONC. EL 29.00 r-Jbk
4' — 0"
4 HWL 28.00
Ilk
b �
SUPPORT COLUMNIN
a
6" DIP SLUDGE DRAW OFF
(SEE PLAN, DWG M-25 FOR
PROPER ORIENTATION)
BACKWASH RECOVERY
BASIN & WALKWAY
,
6 —0" 3'-6'
PLAN - DECANT WET WELL FLOOR
SCALE: 3/8" = 1 ' -0"
►SCANT PUMP #2
)SCANT PUMP # 1
32-'-6" FROM CENTER
-i
AIR RELEASE VALVE
w - -
ALUMINUM GRATING
rQ1 ALUMINUM HANDRAILS —'
A
SLOE
a � o
v A
A 0
PLAN - DECANT PUMPS
SCALE: 3118" = 1 ' -0"
6" DIP (FOR
CONTINUATION
SEE DWG M-2)--, I
1 1
i
II
DI (TYP) 6" TEE
6" 45- BEND (TYP) I
`— GV (TYP)
6 CV (TYP) 6 90 BEND
6" DIP (TYP)
SECTION rm -27
SCALE: 3/8" = 1'-0" M-2 71
�t
L— CONC STEPS
'S
BEND
e
C--
4" WASTE LIME S LU DC
SLUDGE PUMP STATION
SECTION M-28
SCALE: 1;,'2" -1 '-0" M-2
6" x 4" WYE
6" DIP TO 6" PINCH VALVE
SLUDGE LAGOONS
,20
4' WASTE LIME SLUDGE
4" WYE
4" WALL PIPE -
(TYP )
- -
DGE SUCTION
4" 45' BEND
SLUDGE VI\nYY VI I I VIV[ I J
6" DIP
6" 45' BEND
NOTE: CONTRACTOR SHALL VERIFY PUMP PAD DIMENSIONS
WITH PUMP SHOP DRAWINGS PRIOR TO POURING CONCRETE.
CONCRETE PUMP PADS SHALL EXTEND 6" BEYOND PUMP AND
MOTOR FRAME.
PLAN
SCALE: 3/8" = l'-0"
c" 1ANC"
6" WASTE LIME SLUDGE
FROM REACTOR BASINS
6" 45' BEND
c" nlnlf'Nu %/A[ \iC-
:COVERY
M-28
ACAD DWG # 8740OM28
12"
ASPHALT DRIVE
TRUCK LOADING/UNLOADING AREA
HOSE BIBB WITH
HOSE RACK -i
10' - 0"
r
00
1
EMERGENCY SHOWER
& EYEWASH
2 I rQH 1),
rMM31
N4 r'.
3/4" BSP AMMONIA SUPPLY-/
(SEE DWG M-3 FOR CONT.)
EXHAUST FAN
Q 0 F FAN
10' ABOVE F.F.
3/4" PVC AMMONIA FEED
(SEE DWG M-3 FOR CONT.)
2" CHLORINE SOLUTION --�
(SEE DWG M-3 FOR CONT.)
I LHOSE BIBB WITH
HOSE RACK E
L � 2" PLANT WATER
(SEE DWG M-3 FOR CONT.)
PLAN
SCALE: 3/8" = 1'-0"
C-NCRETE PIPE TRENCH
NOTE: HOSE BIBBS ARE SHOWN FOR LOCATION
PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL NECESSARY PLANT PIPING FOR
CONNECTING TO HOSE BIBBS.
M-29
2" PVC WATER SUPP.
ACAD DWG #87004M29
PAVED DRIVE -
FOR 1 �2" DIA. BOLT - 1 7"
ASTM -A7 STEEL —
EPDXY FINISHED
1,_9„
P LA N
•tom-- - - - - - �' �'
I
ELEVATION
DETAIL -STORAGE ROLER TRUNNION
N.T.S.
2,_9„
TYP .
TRUNNIONS FOR EMPTY
CHLORINE CONTAINERS
(TYP)
EXP JT MATEI\I�L
/+ /_/nKII t A I A f I/
2" PVC CHLORINE
SOLUTION SEE DWG
SCALE (TYP) _ C
M 2 FOR CONTINUATION)
SECTION
SCALE: 3/8" =1 '-O"
b _' U nTa — - - - - - I L -y ._I_, /
r�
SECTION M-30
SCALE: 3/8" =1 '-0" �-2 92
kG E
�o PVC
�UPPLY
�E ROOM)
(TyP) D-2
L ,
e
ACAD DWG # 87400M30
1 /2 AMMONIA VENT LINE
VENT PIPE
CHLORINE SUPPLY
FROM CHLORINATORS -�
3/4" PVC SCH 40 (TYP)
3/4" BALL CV (TYP)
3/4" UNION (TYP)
2 INJECTOR (TYP)
2" UNION (TYP)
2" SHUTOFF VALVE (TYP)
CL2 PRESS GAUGE (TYP) -�
2" PVC CL2 SOLUTION
LINE (TYP)
EXHAUST FAN
0
N 2 PVC WATER SUPPLY
F.F. EL. 27.00 V WATER GAUGE (TYP) -
- PIPE HANGER (TYP)
rQ 2
M
�" "'rED DOOR
SRC H ITECTU RAL. DWGS)
WIRE GLASS
WINDOW
0
1/2" SCH 40 PVC
1 /2" BALL VALVE
(BLOWOFF)
AMMONIA DISCHARGE
LINE
1 /2" BALL VALVE,
CARBON STEEL
(TYP)
1 /2 AMMONIA
UNION (TYP)
2" PVC CHLORINE SOLUTION
(SEE DWG M-2 FOR CONTINUATION)
SECTION M-31
SCALE: 1/2"=1'-.0"
M-J
SCALE: 1/2"=1'-0"
X
/- PIPE HANG R (TYP)
d rD 2
M
AMMONIA SUPPLY
LINE, 3/4" SCH
80 BLACK IRON
PIPE (TYP)
PIPE SUPPORT (TYP)
IRE GLASS rD2
WINDOyJ
� �3/4" BALL VALVE,
CARBON STEEL
d (nP)
3/4" AMMONIA
UNION (TYP)
AMMONIATOR I AMMONIATOR
;r-TRUNNION
F.F. EL. 27.00 Agk
0
_1
0
EXHAUST FAN
AMMONIA PRESSURE GAUGE
(0-60 PSI)
4'-0ill
CONC. WALK
ZAMMONIA SUPPLY
LINE, 3/4" SCH
80 BLACK IRON
PIPE (TYP)
SECTION r 31
SCALE: 1 /2"=V-0" M-2 91
F.F. EL. 27.00
e
AGAD DWG. # 874GOM31
LADDER 3/8" X 2" STRINGERS W/
3/4' DIA. BAR RUNG ® 12" O.C.
STEEL SAFE
1"x1 /4' FE
WELD TO 3
LEVER I N DI
PROPER 01
DRAWING N
STEEL LADDER 2-1
STRINGERS W/3/4'
BAR RUNGS 0 12"
LADDER
TO ROOT
F.F. EL. 27.00
SECTION M-33
SCALE: 1 /4" =1 '-0" M-31 1
E NTATI 0 N
- EL PIPE
IG
ME FILL LINE
�" BRONZE ADAPTER
V/4" BRONZE CAP
AND CHAIN
KAMLOCK OR EQUAL)
ACAG DWG #87400M32
f
■ _ 1 I e MR12
SCALE: 3/8" = 1 ' —0"
ADDER TO
LIME BLDG ROOF
e
ACAD DWG # 8740OM34
..
LIME SLAKEF
/n" r1% 1/ 1 A / ♦ Trr%
POLYMER SYSTEM SCHEMAT1C
N4 SCALE
2" LIME SLURRY
FEED LINE (TYP)
M-35
ACAD DWG # 8740OM35
24'-2"
TOP OF CONC. 27.00
5'-0 1 /2"
14'-1"
4"l
EL. OF 27000NC.
4'-0"
M-3
2
5' - 0 1 /2"
91
AMMONIA TANK - CONC PAD
SCALE: 31T-1-o.
VAPOR WITHDRAWL LINE
LIQUID LEVEL GAGUE
LIQUID FILLING CONNECTION
w/ BLEEDER VALVE -�
PRESSURE SWITCH -
PRESSURE SWITCH IR
ISOLATING VALVE
FF ELEV
SECTION M-37
SCALE: 3/8" =1'-0" M-3 1
FILLING CONNECTION, VAPOR
RETURN w/ BLEEDER VALVE
/_ BLEEDER VALVE
PRESSURE GAGUE w/ ISOLATING VALVE
fTHREE-WAY VALVE AND
PRESSURE RELIEF VALVES
STEEL TANK SUPPORT BEAMS
BEAM (TYP)
CONC. SLAB SEE STRUCTURAL DRAWINGS
191►t ` 11 114
MOUNTING ASSEMBLY FOR
HIGH CAPACITY DIFFUSER
(SEE DETAIL BELOW)
PLAN
TAN K WALL
-----------
OVERHANG PLAT
WELD TO TANK
fl
II
li
TAN K WA
II
------------
rr
u
\_
3/16" x 12" SQ STEEL PLATE
DETAIL - AMMONIA DIFFUSER MOUNTING BRACKET
SCALE: 1-1 /2" =V-0"
SET SCREW
2" ID PVC SCH 80 COUPLING, TO BE
BOLTED TO TOP OF CLEARWELL
DRILL HOLES FOR BOLTS (AS REQUIRED)
I�
ANCHOR SOCKET TO BOTTOM
BY BOLTING OR WELDING
1 /2" PVC ELBOW w/SCREEN
nir-FIISER ASSEMBLY
ID PVC SCH 80 COUPLING,
BE BOLTED TO STEEL PLATE
3/16" x 12" SQ STEEL PLATE
-1 /2" PVC
-1/2" PVC COUPLING
-1 /2" DISCHARGE TUBE
�- 1" x 3/16" x 1" STEEL ANGLE
3/4" x 1 /2" PVC REDUCING BUSHING
VACUUM RELIEF VALVE
3/4 PVC TEE
3/4 PVC COUPLING
3/4" PVC PIPE
3/4" PVC BALL VALVE
3/4" PVC UNION
1-1 /2" x 3/4" PVC REDUCING COUPLING
EXISTING TOP OF CLEARWELL
1, I
1-1 /2" PVC TEE
1-1 /2" PVC COUPLING
1-1 /2" DISCHARGE TUBE
r
- 1-1/2" PVC DIFFUSER (BOTTOM 2'-0")
- DIFFUSER SOCKET
- TANK BOTTOM
DIRECT FEED AMMONIATOR HIGH CAPACITY DIFFUSER
SCALE: 1-1 /2" =1 '-o"
M-36
ACAD DWG # 8740OM36
SECTION M-37
SCALE: 3/8" =1 ' —0"
k
F
F
CL2
SUPI
LINE
SWITCHOVER VACUUM
REGULATOR-CHECKUNIT
1 /r-K IT
RAIN CONNECTION
rd VTA &TO-3 :- 1:-( 1 in I
REVISIONS
CHLORINE SYSTEM SCHEMATIC
NTS
- d--- - ---- -_ DYER, RIDDLE, MILLS & PRECOURT, INC.
----ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS
DESIGNED BY DRAWN BY CHECKED BY APPROVED BY
REVISED BY HECKED BYI KFB
LINE
0
'LY LINE
e
ACAD DWG 18740OM37
PROJECT NO.
AMMONIA & CHLORINE SYSTEM 87 -400. 1 o
DATE
SCHEMATICS DECEMBER 1989
scA`-E AS SHOWN
CITY OF EDGEWATER, FLORIDA
ALAN R. TH 0 MAS WATER TREATMENT PLANT & WELLFI ELD - SHEET ----OF
OUTER SHELL
PRE -PAINTED
ALUMINUM.
r
k
12' —o"
SIDE ELEVATION
SCALE: 3/8" = 1 ' -0"
rn_'� F — — — __ -
0
J
UU5L UUVLKLU
THICK PREFINISHED
4INUM
AIR PASSAGE WITH
EXPANDED METAL
GRATING, BOTH SIDES.
j - STORAGE TANK INCLUSURE.
1
18 8
CO FLOW DIAGRAM
NTS
CO2 CONTROL PANEL
(LOCATED IN MAINTENANCE
BUILDING)
is
14
yLi
T
PIPING FROM STORAGE
TANK TO CO 2 CONTROL
PANEL
LEGEND
1 14 TON C 0 2 STORAGE TANK
2 VAPORIZER
3 VAPOR HEATER
4 DIFFUSER ASSEMBLY
5 REFRIGERATION UNIT 2 H.P.
6 CO2 TANK SAFETY RELIEF VALVES
7 RELIEF VALVE SET ® 1000 P.S.I.
8 ISOLATION VALVE
9 MANUAL BALL VALVE 1 /2"
10 MANUAL BALL VALVE 1
11 MANUAL METER VALVE 1 /2"
12 PRESSURE GAUGE 300 P.S.I., 2-1/2" DIAL
13 PRESSURE GAUGE 100 P.S.I., 2-1/2" DIAL
14 FLOW METER
15 CO2 STRAINER
16, PRIMARY REGULATOR, 1 /4" ORIFACE SET 0100 P.S.I.
17 SECONDARY REGULATOR SET ® 30 P.S.I.
18 RELIEF VALVE SET CAD 450 P.S.I.
0
PLAN VIEW OF THE
RECARBONATION MIXING
CHAMBER.
M --38
ACAD # 8740OM38
RETAINING WALL
STAIRS
X 4' CONC. LANDING
2 7'
28'-4"
P LAN
FUEL STORAGE TANK
SCALE: 3/8" = 1'-0"
FUEL CONTAINMENT AREA REQUIRED ® 110% CAPACITY: 7500 gal X 1.10 = 8250 gal.
FUEL CONTAINMENT VOLUME ASSUMING 6" FREEBOARD: 1 120.5 ft3 X 7.48 gal/ft3 = 8381 gal.
PREFAB ALUMINUM ROOF AND SUPPORTS
I /lnl/ A M1 I- rl I I n A I-)
CONC SUPPORT TYP
PLAN
SECTION M-39
SCALE: 3/8" =1 '-0" lt�3
9 2�)
SIRS
5' X 4' CONC. LANDING
E-vni ic•T c'ii f_nif'Nrn
2" DRAIN W/MANUAL VALVE
EMERGENCY POWER GENERATOR FUEL SUPPLY PIPING
SCHEMATIC
NTS
,PROOF ENCLOSURE
-QUATE LOUVERS AND
DER MANUFACTURER'S
NDATIONS. (SEE
HOP DRAWING FOR
SIZING)
� 01 D VALVE
PPLY LINE
M-39
9
ACAD DWG# 87400M39.DWG
SHEET,OF" .—
2'-0" DIA. MANHOLE COVER & FRAME
��- PRECAST CONC. COVER
/ TOP EL. 27.0
- FIN. GRADE
d ° ° ° \/�\ 6'-0" DIA. PRECAST
O C ° o ° o °o `� CONC. DRY WELL
0 0
o ° �oODZ
o Clo p Q° o
CpD ° Vv
Q° „
\ \ �4Q° 40
a ` \ \
/\ \, `� \ 4 PVC DRAIN FROM
coQ�p �Qo \� CHLORINE/LIME BUILDING
CLEAN ROCK 6"\//\//\
(SIZE: 1/4„ - 2
o O /\/\\/\
6'-0" DIA. \/
\�$ C) �&Q�POQ�jc u 0@ 9�
o
DRY WELL
DETAIL
NTS — q
�)
YARD HYDRANT
3" MJ GATE VALVE
AND VALVE BOX -
SEE DETAIL
THIS SHEET
WATER MAIN
i
DI MJ TEE
THRUST BLOCK
N
run
TYP I CAL YAR D HYD RANT
SQUARE OPERATING NUT
(2) 1 1 /2" IP THREADS WITH
WITH NPT MALE BRONZE
QUICK COUPLER AND
DUST CAP WITH CHAIN
FINISHED GRADE OR PAVMT.
DUCTILE IRON BARREL
-- SINGLE PLY ROOFING FELT
- THRUST BLOCK
PIT 3' DIA X 2'
BELOW HYDRANT
COARSE GRAVEL OR STONE
CLAMPS AT TOP
BOTTOM & AT 1
O.C. IN BETWEEI
BUILDING WAL
FINISHED FLOC
OR GRADE
WATER MAIN FIRE HYDRANT - 4" NOZZLE
/ FACING STREET WITH 2-2 1/2
i
DI MJ TEE HOSE NOZZLES
6" MJ GATE VALVE
W/NON-RISING STEM
a � v
6 DI MJ
3/4" ALL THREAD TIE BACK - HOT
DIP GALV W/NUT AND LOCK NUT
OR ALL RESTRAINED DI FITTINGS
VAR I ES
PLAN
FIRE HYDRANT
MJ GATE VALVE z
r- FINISHED GRADE z x
AND VALVE BOX � SEE DETAIL OR PAVEMENT 3'-0" SQ CONC
PAD 4» THICK
THIS SHEET c N
z_
--HYD RANT EXTENSION
O
WATER MAIN HEEL
i .4 a _lily
�I - -- -- + —II
�� 4 'v v•
�I
THRUST BLOCK
THRUST BLOCK
SECTION
FIRE HYDRANT ASSEMBLY INSTALLATION
DETAIL rD- 1
NTS M-2 B
I4" HOSE BIBB
IOSE RACK o-4
>EE DETAIL q
50 ft HOSE
ADJUSTABLE HOSE NOZZLE
3/4" PLANT WATER SUPPLY
FLANGED ADAPTER COUPLING (TYP)
FLG. X PE
6" DOUBLE CHECK BACKFLOW
PREVENTER, FEBCO MODEL 805Y
OR APPROVED EQUAL W/ OS & Y
GATE VALVES.
90- FLG BEND (TYP)
w I I _t-u w w w w w- -v Lr- Lu
CONCRETE rD-2 E
3'-0" WIDE CONC SLAB -�- " i SUPPORTS A
LENGTH AS REQD. 15 o N (TYPICAL) -
#4 ® 9" OC EW T&Bo a.
III III III I _ o II III v ., I 6" I ° 12 II II II III II III III 12„
_ II Ill I 11 11 II Ifl II
PVC PW 6" DIP _
�.
o
-- I-- 1;:�7 .
o ° ° t.�n-
° o
0 O o•
HD. NIPPLE
ON POTABLE WATER
USE A 1" CHROME
PLATED ANTI -SIPHON
VACUUM BREAKER
SERIES 800 WATTS
OR APPROVED EQUAL.
ATTACH TO RAIL W/
2 HOLE ALUM. STRAP
& 2-3/8" DIA. x 3"
LONG BOLTS WITH
WASHERS & NUTS.
- -�--� 1" PW SUPPLY
1" BRASS SCH. 80
PIPE (S.S. WHERE
NOTED ON PLAN)
HOSE BIBB
DETAIL rD-1
NTS — F
Z IE ROD
n i n Tom'
THRUST BLOCK (TYP)
DI 90• BEND (TYP)
ACKFLOW PREVENTER
DETAIL o-,
NTS M-2 C
18"
5-1/2�
DETAIL o-, �
NTS M_3 p UNDERGROUND SERVICE RED CER OR FITTINGS
LPI�NcAS INDICATED ON � AS REWIlIRED - I
m -T• II I A I • e%1 1I1Oft IA11 1 t~T•TI/\► 1
NTS
L- FLANGED ADAPTER COUPLING
PIPE SIZE (IN)
DIA OF THE ROD (IN)
4
5/8
6
8
10
7/8
12
14
16
1
18
20
24
30
3/4
3/4
7/8
1
1 -1 /8
1-1 /8
4
1-1 /4
1 -1/4
4
NO OF TIE RODS
2
2
2
2
4
4
4
4
4
PLATE THICK (IN)
5/8
1 /2
12/
1 /2
1 j 2
1
1
1
1
1
1
RESTRAINED
NTS
15"
.L
I
ml
CIL
�
z
o, o
Q o.
Ll o • o o
'o
.° ° Q
ID
PVC SW
ROL
JPPLY
/4"ALTERNATE
P LY
"3ED
r" WASTE
FOR CONT. OF WASTE
LINE, SEE PLAN
NOTE: EMERGENCY SHOWER AND
EYE WASH SHALL BE HAWS BOLT BASE OF SHOWER AND EYEWASH
MODEL 8308, (OR APPROVED EQUAL TO FIN FLR OR STL SUPPORT
DETAIL —EMERGENCY SHOWER n-1
GE ADAPTER COUPLING D _ 1
AND EYE WASH
G
D-1
ACAD DWG# 8740OD-1
SIMILAR Ft
VALVES, TI
& ELBOWS
4"
SIMILAR FOR
VALVES, TEES
& ELBOWS
INCREASE 4" CLEARANCE AS REQ`D. IF BOLT
HAS TO BE INSERTED FROM THE SUPPORT
SIDE OF THE CONNECTION 4" PIPE OD
30'
4"
4 EF
• Lei i21V ..•3
INCREASE 4" CLEARANCE AS REQ`D. IF BOLT
HAS TO BE INSERTED FROM THE SUPPORT
SIDE OF THE CONNECTION 4" 1 1 PIPE i
# 3 HOOPS ® 8" O,
FI N FLOC
FOR EXIST FLC
SET # 4 RE—E
IN EPDXY GRO
�k I_ 4"
T # 4 EF
o
I 4"
&4 VERT.
X. 6" OC
# 12 OC
4"
# 4 VERT.
MAX. 6" OC
# 12 OC
)[US AND BOLT HOLES
MATCH FLANGE
x 4" x 1 /4" ANGLE x 8" LONG
?EADED BASE STAND
NNEL FIG. 264 O/E
'ANSION ANCHORS
GROUT
ADJUSTABLE PIPE SADDLE
WITH YOKE GRINNEL FIG 259 O/E
PIPE SIZE 2-1/2"
AND LARGER
U
w
Q
A
#" 3 HOOPS AT
8 OC
FIN FLOOR
FOR EXIST FLOOR
SET # 4 RE —BARS
IN EPDXY GROUT
THREADED BASE STAND
GRINNEL FIG. 264 O/E
EXPANSION ANCHORS
— GROUT
PI W 2 101 1 N 12 0 N w a w"lill i w;9k*'lr;A 1
1" CHAMFER
(N
N STANCHION PIPE SUPPORT
1. PROVIDE HALF ROUND RIGID INSULATION AND
ISOLATION SHEILD, SIMILAR TO GRINNELL FIG. 167
OR ELCEN FIG. 219 WHEN PIPING IS INSULATED.
2. PROVIDE NEOPRENE WAFFLE ISOLATION PAD
SIMILAR TO MASON TYPE "W" OR KORFUND
KORPAD 40, UNDER SUPPORT FOOT WHEN PIPING
IS ISOLATED OR SUPPORT IS ADJACENT TO
MECHANICAL EQUIPMENT.
3. FOR BASE, HEIGHT, AND FLANGE DIMENSIONS,
SEE TABLE BELOW.
1/2" STEEL FLAT BAR
3 4" DIA. x 12" LG. S.S.T.
A CHOR BOLT, WASHER
& HEX NUT (TYP) PROJ. 1 /2"
1/4" NEOPRENE PAD
# 4 8" OC, EF
# 3 HOOPS, 8" OC
2 — # 41 EF
FLOOR/WALL
CONCRETE MOUNTING EXPANSION -
ANCHORS, DIAMETER PER CLAMP
M FR.
OFFSET PIPE CLAMP
ELCEN FIG 44 O/E
12" MAX. PIPE DIAMETER
STRUCTURAL STEEL MOUNTING
BOLTS, DIAMETER PER CLAMP MFG.
PIPE
SIZE
A
B
C~
MIN.
MAX.
2-1/2
2-1/2
9
8
13
3
2-1/2
9
8-1/4
13-1/4
3-1/2
2-1/2
9
8-1/2
13-1/2
4
3
9
9-1/4
14
5
3
9
10
14-3/4
6
3
9
10-1/215-1/4
8
3
9
11-3/416-1/2
10
3
9
13-1 /2
18-1/4
12
3
9
11
15
16-1/4
19 — 3/4
20-3/4
14
4
16
4
11
17-3/4
22-1 /4
18
6
13-1 /2
19-1 /2
24
20
6
13-1 /2
21
25-1 /2
24
1 6 1
13-1 /2
23-3/4
28-1 /4
EXPANSION ANCHOR
SIZE AND QUANTITY PER
DDAr%V= AICM
ANGLE BRACKET
GRINNEL FIG. 195
BRACKET TO MEET
EXCEED DESIGN L0j
RATING OF HANGER
OR DECREASE SPAC
ADJUSTABLE CLEVIS
GRINNEL FIG. 260
DETAIL D-2
NTS - G
UNIVERSAL CHANNEL CLAMP
GRINNELL FIG. 226
(OR EQUAL)
THREADED ROD EACH END,
SIZE "A", SEE TABLE
TURNBUCKLE
GRINNELL SPLIT PIPE RING,
FIG. 295 W/TURNBUCKLE
ADJUSTER, SIZED FOR PIPE
PIPE SIZE "D" SEE TABLE,
1 WMA &912 1 AJ: 4 Zi-wf, A 0 Kola. MATRIA Am
LINK —SEAL TYF
PENETRATION
STAINLESS STEEL U—BOLTS
w/ NUTS AROUND WATER MAIN,
FOR SIZES SEE PLANS
WATER LINE
w
STRUCTURAL STEEL
U—BOLTS w/ NUTS
HANDRAIL OR POST
3-1 /2",x 1 /4 THICK ALUM.
.PIPE HANGER
DETAIL DNTS -
ILI 'Al - aA ►13 .. •
PIPE SIZE "D"
(INCHES)
ROD SIZE "A"
(INCHES)
BOLT SIZE "B"
(INCHES)
MAX. SPACING FT
STL./DIP
PVC(100-F)
1 \2
3/8
3/8
6
4' —6"
3/4
3/8
3/8
6
4' — 6"
1
3/8
3/8
6
5' — 0"
1-1/2
3/3
3/8
8
5' — 6"
2
3/8
3/8
8
6'-0"
2-1/2
1/2
3/8
10
6' — 6"
3
1/2
3/8
10
7'-0"
4
5/8
3/8
10
7' — 6"
6
3/4
1/2
12
9' — 0"
8
7/8
1/2
12
9'-6"
10
7/8
1/2
14
N/A
12
7/8
1/2
14
N/A
16
1
5/8
1 fi
N/A
SEEPAGE RING:
STD. WEIGHT GALV. PIPE
PIPE SLEEVE FOR WALL
PENETRATION SEAL ASSEMBLY
BY MANUFACTURER
PASSING PIPE
SLEEVE
SIZE
DIM "A"
(INCHES)
2
6
2-1/2
7
3
7-1/2
4
9
6
11
8
13-1/2
10
16
12
19
14
21
16
23-1/2
18
25
20
27-1 /2
24
32
30
38 — 3/4
36
46
42
53
48
59 —1 /2
- - � 6' MIN.
�I-
- I I
I I -
TYPICAL BEND -- UNDISTURBED EARTH
(TYP)
BEARING ARE"
(TYP)
bJ
TEE � TEE w/ PLUGGED BRANCH
VALVE
Rig
' I -
TRENCH WIDTH =I
CUT BACK AS REQ`D.
=1
1=
6" MIN...: - a
Ifll►�lflll�lll--.Il--ail_ III III_-�� -:-: I'
UNDISTURBED EARTH -- I
(TYP)
TYP I CAL S ECTI 0 N
MARINE�LYWOOD
AS REQ` D. (TYP)
III
# 4 - 12" OCEW
TYP. EACH COLLAR --._
TIE RODS TYP. A-45
SEE TABLET THIS SHEET-__1
.jd-.
1.
r"
8" MINA
VALVE MJ =1 I I III- --I f I I- I I I -A I I -
PLUGGED END Ali i
2 - REQ`D. w/
1 PLUGGED END
1 - REQ`D. w/
l SEE TABLE 2 PLUGGED ENDS
I
VERTICAL BENDS
A -90' (TYP)
DETAIL o-3
A
�)
CROSSES
E
SHEETING AS REQUIRED I..
FINAL BAC K FI LL
SECONDARY ZONE
PIPE ENVELOPE
SEE SPECIFICATIONS
PRIMARY ZONE --
onlabiwillo
NORMAL SUBGRADE LIMIT FOR
COMPACTED FILL BEDDING
PLACE AND COMPACT COMMON
FILL MATERIAL IN 6"-12" LIFTS
AS SPECIFIED
4/3 OD + 18 (3 6" MIN.)
4' MIN. FOR SHEETED �- FINISHED GRADE
SHEETED �l� UNSHEETED
NO ROCK BEYOND THIS LINE
�- SIDE SLOPE AS STEEP
AS PRACTICABLE
�- NORMAL SUBGRADE FOR
UNDISTURBED EARTH BEDDING
�- SUITABLE UNDISTURBED EARTH OR
COMPACTED FILL BEDDING
SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS
TYPICAL E TRENCH
DETAIL ' 0-3
r�1Ts - B
- - 1. THRUST BLOCKS TO BE USED ONLY WHERE CALLED OUT OR DETAILED ON
THE DRAWINGS. ALL OTHER JOINTS TO BE RESTRAINED WITH DEVICES OR
MANUFACTURED FITTINGS AS SPECIFIED UNDER SECTION 15062 AND 15071.
2. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST
UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED,
EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED
MATERIAL.
3. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. PUT BOARD
IN FRONT OF PLUG BEFORE POURING CONCRETE. JOINT SHALL NOT
BE COVERED BY THRUST BLOCK.
4. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES
OF THRUST BLOCKS.
5. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED,
TO SUIT THE SPECIFIC FITTING ARRANGEMENT.
6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED W/ PRESERVATIVE
7. ALL EXPOSED TIE RODS SHALL HAVE (2) COATS OF
KOPPERS 505 TNEMEC 46-450 OR EQUAL, 15 MILS EACH COAT.
PIPE BEARING AREA "A" (SF)
DIA. TEE 1 1 -1 /4' 22-1 /2' 45' 90'
VOL. (CY) VERT BENDS
TIE ROD DATA
BOLTS- STUDS SIZE
1 1 -1 /4'
22-1 /2'
45'
90'
6
1.9
1.0
1.0
1.1
1.0
1.4
2.7
0.2
0.4
0.7
1.3
TWO RODS
T 3/4
3/4
8
10
3.3
5
1.3
2.5
4.6
0.3
0.6
1.2
2.3
TWO RODS
2.1
4.1
7.6
0.5
1.0
2.0
3.8
TWO RODS
3/4
12
7.6
1.5
3.0
5.8
10.7
0.7
1.5
2.9
5.3
TWO RODS
3/4
14
10.3
2.0 4.0
7.9
14.6
1.0
2.0
3.9
7.2
TWO RODS
3/4
TEST PRESSURE 100 PSIG SOIL BEARING PRESSURE 2000 LB; SF
6
2.8
1.0
1.1
2.2
4.0
0.3
1 0.5 1 1.1
2.0
TWO RODS
3/4
8
4.9
1.0
1.9
3.7
1 6.9
0.5
0.9 1.8
3.4
TWO RODS
3/4
10
8.1
1.6
3.1
6.2
11.4
0.8
1.6
3.0
5.6
TWO RODS
3;'4
12
11.4
2.2
4.4
8.7
16.1
1.1 2.2
4.3
5.8
7.9
10.8
TWO RODS
TWO RODS
I 3/4
3/4
14
15.5
3.0
6.0 11.8
21.9
1.5 3.0
TEST PRESSURE 150 PIQ) IG SOIL BEARING PRESSURE 2000 LB/SF
THRUST BLOCKING SCHEDULES AND NOTES
PROVIDE (MIN) 4" CONC.
ENCASEMENT AROUND
BELL OF MJ PIPE
ENCASE TO BOTTOM
OF SLAB WHERE
SHOWN ON DRAWINGS
r-l1 A A 1
ONCRETE ENCASEMENT
DETAIL D z
NTS ,,�- 0
PIPE
4 - # 4 CONT.
3" CLR. (TYP)
2 - # 3 HOOP AT
6" 0 C EAC H WAY
# 3 HOOP AT 12" OC
6" (MIN) CONC.ENCASEMENT
(2500 PSI - 28 DAY)
12"' OVERLAP AT SIDES
# 3 HOOP AT 12" OC
�-- 4 - # 4 C0NT.
D-3
CAST IRON L I D
1'-6" X 1'-6" X 41
CONCRETE PAD
CAST IRON LID
VALVE STEM
GUIDE PLATE
LOWER SECTION
GATE VALVE - SIZE
AS SPECIFIED OR
INDICATED ON PLANS
DIA OF PIPE
OR 12" MIN
VALVE IDENTIFICATION DISK
D - 4
E
SET COVER OF VALVE BOX
AND CONC PAD 1 /4' BELOW
GRADE IN PAVEMENT AND 2"
ABOVE GRADE ELSEWHERE
UPPER SECTION - SLIDING
TYPE CAST IRON VALVE BOX
EXTENSION ROD REQ'D WITH 2"
OPERATING NUT 6" BELOW
GRADE WHEN VALVE Z 1S
OVER 4'-0" BELOW GRADE
-- ANCHOR W/ #5
REBAR EACH SIDE
4' TYP
WIDTH OF SUPPORT EQUALS
VALVE DIA OF PIPE + 12"
LENGTH
+ 12"
GATE VALVE BOX SETTING
DETAIL D-4
NTS - q
3" BRONZE DISK STAMPS
WITH PROPER INFORMATIC
AND SET IN CONC SLAB
DETAIL D-4
NTS - E
SIZE OF VALVE
TYPE OF VALVE
TYPE OF SERVICE
NUMBER AND DIRECTION
OF TURNS TO OPEN
CAST IRON LID
1'-6" X 1'-6" X 4"
CONCRETE PAD
FINISHED GRADE
6" MIN-
5" CI SOIL PIPE
AS REQ'D -�
VALVE SIZE
AS SPECIFIED OR
INDICATED ON PLANS
DIA OF PIPE a a
0R 12" MIN a ---
A Q. a
VA LV E
LENGTH
+ 12"
VALVE IDENTIFICATION DISK
(D-4-
CAST IRON LID
SET COVER OF VALVE BOX
AND CONC PAD 1/4 11 BELOW
GRADE IN PAVEMENT AND 2"
ABOVE GRADE ELSEWHERE
-- HAND TAMPED BACKFILL
AT TOP SECTION
EXTENSION ROD REQ'D WITH 2"
OPERATING NUT 6" BELOW
GRADE WHEN VALVE �- IS
OVER 4'-0" BELOW GRADE
GEAR OPERATOR
- -- ANCHOR W/ #5
REBAR EACH SIDE
4" TY P
WIDTH OF SUPPORT EQUALS
DIA OF PIPE + 12"
BUTTERFLY OR PLUG VALVE BOX SETTING
DETAIL o-4
NTS - B
# 5 BAR 24" LONG
ROOF BEAM, FLOOR
OR SLAB
w
GRINNELL, 0/E FIG. 282
UNIVERSAL CONC. INSERT
GRINNELL FIG. 290
-jj EYE NUT (TYP )
GRINNELL PIPE CLAMP
FIG. 216 (OR EQUAL)
w
Q
THREADED ROD, SIZE PER
> HANGER MANUFACTURER (TYP)
RTTZADJUSTABLE
CLEVIS HANGER GRINNEL FIG. 260 O/E
-PIPE SIZE VARIES
SEE PLANS (TYP)
ADJUSTABLE PIPE HANGEg
DETAIL D-4
NTS _ F
FRAME AND COVER TO BE
MORITZ FOUNDRY, M-1240;
ALHAMBRA FOUNDRY, A-1240,
OR EQUAL
;HED GRADE
CLASS "A' CONC
EXPANSION JOINT MATER
P LU G
SEE PLANS FOR
UNDISTURBED SOIL SIZE AND MATERIALS
C LEAN 0 UT
DETAIL D-4
NTS - c
JOINT
" ^ 3ALL "^' IKIr'
ANCHOR BOLTS
4 - # 6 VE RT.
# 3 HOOPS 8" OC
BASE FLANGE PIPE SUPPORT
DETAIL D-4
NTS - p
z '8" MAX ZOOM
7/16" DIA (4 HOLES) -
STANDARD ALUMIMUM
SIDE MOUNT BRACKET
5/16" DIA (4 HOLES)
REINFORCING BAR
(TYP ALL POSTS)
ALUM. SIDE MOUNTED
BRACKETS TO BE FASTENED
TO CONCRETE WALL WITH
3/8" x 4" LONG SS
EXPANSION BOLTS, ACCESSORIES
AND WITH 1 /1 6" THICK
NEOPRENE GASKETS BETWEEN
BRACKET AND WALL.
/-1 /2"
r-
„ 2„ 2„ 1„
1
- -6„
1
SIDE MOUNTED BRACKET
DETAIL 0-5
NTS - q
CONT. PLATE 1 /4" X4"
2-# 17 S.S. SCREWS
AT EA POST
N
d
a Q � d d
EDGE OF SLAB
1-1/2 pf DIA RAIL
DETAIL D-5
NTS - g
_WALL MOUNTED RAIL
DETAIL o-s
NTS - p
l.)
LL
REVERTED SLIP
FITTINGS
BLIND RIVETS
(TYP ALL FITTINGS)
I �
1-1/2" NOM. ID ALUM. PIPE
HAND RAIL CONFORMING TO
ASTM 6063
HANDRAIL CENTERED OVER
/2 5'-0" MAX SPACING 5'-0" MAX SPACING
2'-61' CONT WELD (TYP)
CONT WELD (TYP) --- -
REINFORCING BAR 3" I4"x3/8" ALUM. CLIP ANGLES ,r-CLAMP,-1/4" ALUM.
(TYP ALL POSTS) \', AND ANCHORED TO CONC w/ KICK F,-ATE TO HAND-
4" HIGH 1 4" ALUM. 3" LONG x 1 2" DIA SS / RAIL PUST w SS
KICK PLATE EXIPANSION BOLTS BOLTS AND I
MIN 1 8" DIA WEEP HOLE - 2 - 2/4' SS BOLTS ACCESSORIES
(FIELD DRILLED) 1 /4"
ALUM. FLOOR COVER FLG 1 /4" (TYP) --�
Lff
GROUT �:
ALUM. FLOOR FLANGE
2-1 /2" PIPE SLEEVE OR 4-1 /2" DIA x 3/8" w/
» , rip
z 2-1/2 x 6» DEEP 4-3/8 ANCHOR BOLTS - j STYROFOAM INSERT �; 10„ [ 8.64 ALUMINIUM
1 /6" THICK (MIN) NEOPRENE GASKET l 2" x 2" x 1/4 pp CONT
BETWEEN FLOOR FLANGE AND CONCRETE ALUMINUM ANGLE
TYPICAL ALUMINUM HANDRAIL
i
DETAIL D-5
NTS M-5 E
5; 8
1/2 1? X
METAL FRAME
nr\c-T
3-3/8" DIA. S.S. EXP. BOLTS
1 /2" X 4-1/2" DIA.
4
EDGE OF SLAB p p
FLANGED MOUNTED POST
DETAIL o-s
NTS _ F
�-- POST
TOP MOUNTED TO METAL FRAME
DETAIL rD-5
NTS _ 2
POST COLLAR AT
REMOVABLE RAIL -
NON SHRINK GROUT
AT FIXED RAIL
PROVIDE SLEEVE 1 /2" DIA.
LARGER THAN POST DIA.
AT REMOVABLE RAIL
(DO NOT USE GROUT) -
POST
1 /4" WEEP HOLE, 3/4"
ABOVE COLLAR OR FLOOR
(TYP.)
4' (MIN.)
EDGE OF SLAB
4" (MIN.)
SLEEVE MOUNTED POST
DETAIL D-5
NTS
- 1 /4" AL CHAIN
(SS WHERE SHOWN)'
v
- CLOSED CHAIN SNAP
HOOK LOCK
1 1 /2" AL PIPE
HANDRAIL -
CHAIN GUARD
DETAIL o-5
NTS
- DYER, RIDDLE, MILLS & PRECOURT, INC.
ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS
DESIGNED BY DRAWN BY CHECKED BY APPROVED BY
REVISIONS REVISED BY yEW
1 /2" C L.
2-#17 SS SCREWS
AT EACH BRACKET
P LAN
T- POST COLLAR
"�ONC.
k
1!21 -0 :V: •►
Mo
1� I
2-3/8" SS BOLTS
%" EACH SIDE
POST
r-r-\vviur_ 3LEEVE 1/2" DIA.
LARGEER THAN POST DIA. AT
REMOVEABLE RAIL W/ 1 /4" CAP
BOT. OF SLEEVE.
RAIL SIDE MOUNT TO METAL FRAME
DETAIL D-5
NTS - K
HANDRAIL DETAILS
1 /2" CL.
L
ELEVATION
FIXED
PROJECT NO.
87-400.10
DAThECEMBER '1 989
SCALE NONE
DATE
CITY OF EDGEV,'ATER, FLORIDA
ALAN R. TH O MAS WATER TREATMENT PLANT & WELLFI ELD SHEET — OF