Embed Size (px)
Citation preview
FOR THE CONSTRUCTION OF
CONSTRUCTION DOCUMENTS
DRAWINGS
VOLUME 2 OF 2
For information regarding this project, contact:
Project No. 493566
FLORIDACITY OF COCOA
IMPROVEMENTSCLAUDE H. DYAL WTP ELEVATED WALKWAY
(407) 650-2167 EXT 52167
ORLANDO, FL 32801
SUITE 505
225 EAST ROBINSON STREET
JASON RIEGLER, P.E.
SEPTEMBER 2014
BID DOCUMENTS
1" = X'
GE
NE
RA
L
G-01
001-G-001_493566.dgn
VICINITY MAPNTS
N
JACKSONVILLEPENSACOLA
TALLAHASSEE
GAINESVILLE
DAYTONA
ORLANDO
TAMPA
ST. PETERSBURG
SARASOTA
FT. PIERCE
WEST
BEACHPALM
FT. MYERS
MIAMI
PROJECTLOCATION
CLAUDE H. DYAL WTP
528
532
520
15
532
520
LAKEHART
LAKEMARYJANE
RIV
ER
BEE LINE EXPRESSWAY
ORANGE COUNTY
OSCEOLA COUNTY
BR
EV
AR
D C
OU
NT
Y
LOCATION MAPST JO
HN
S
NTS
N
INDEX OF DRAWINGS
GENERAL
CIVIL
PROCESS MECHANICAL
ELECTRICAL
FL
O
R
I
DA
IND
EX O
F D
RA
WIN
GS
LO
CA
TIO
N,
VICINIT
Y M
AP
S,
AN
D
G-07
G-06
G-05
G-04
G-03
G-02
G-01
C-01 OVERALL PLAN
STRUCTURAL
ARCHITECTURAL
DEMOLITION
D-03
D-02
D-01
E-16
E-15
E-14
E-13
E-12
E-11
E-10
E-9
E-8
E-7
E-6
E-5
E-4
E-3
E-2
E-1
M C
HR
ZA
NO
WS
KI
T L
OO
SE
T L
OO
SE
R K
OE
KE
MO
ER
Rocco D
eVilliers K
oeke
moer P
E 7
6468
S-15
S-14
S-13
S-12
S-11
S-10
S-09
S-08
S-07
S-06
S-05
S-04
S-03
S-02
S-01
STANDARD DETAILS
ELEVATED WALKWAY PHOTO DETAILS AND LUMINAIRE SCHEDULE
ELEVATED WALKWAY PHOTO DETAILS
ELEVATED WALKWAY PHOTO DETAILS
ELEVATED WALKWAY PHOTO DETAILS
ELEVATED WALKWAY PHOTO DETAILS
ELEVATED WALKWAY PHOTO DETAILS
ELEVATED WALKWAY UPPER LEVEL LIGHTING PLAN (BID ALTERNATE)
ELEVATED WALKWAY UPPER LEVEL LIGHTING PLAN
ELEVATED WALKWAY LOWER LEVEL LIGHTING PLAN
CHEMICAL BUILDING MODIFICATIONS PLAN
ELEVATED WALKWAY CABLE TRAY PLAN
FILTER BUILDING DEMOLITION PARTIAL PLAN
CHEMICAL BUILDING DEMOLITION PARTIAL PLANS
ELEVATED WALKWAY UPPER LEVEL DEMOLITION PLAN
ELEVATED WALKWAY LOWER LEVEL DEMOLITION PLAN
01 53
ELEVATED WALKWAY DEMOLITION SECTIONS, PHOTOS, AND DETAILS
CHEMICAL BUILDING DEMOLITION ENLARGED PLAN AND SECTION
ELEVATED WALKWAY DEMOLITION PLAN
STANDARD DETAILS
STANDARD DETAILS
STANDARD DETAILS
STANDARD DETAILS
STANDARD DETAILS
STANDARD DETAILS
CHEMICAL BUILDING STAIR PLAN AND DETAILS
ELEVATED WALKWAY STAIR PLAN AND DETAILS
ELEVATED WALKWAY SECTIONS AND DETAILS
ELEVATED WALKWAY SECTIONS AND DETAILS
ELEVATED WALKWAY SECTIONS AND DETAILS
ELEVATED WALKWAY SECTIONS AND DETAILS
CHEMICAL BUILDING UPPER AND LOWER PLANS
ELEVATED WALKWAY UPPER AND LOWER PLANS
ELEVATED WALKWAY OVERALL PLAN
ELECTRICAL LEGEND 2
ELECTRICAL LEGEND 1
PROCESS MECHANICAL LEGEND
STRUCTURAL NOTES
CIVIL/STRUC/GEN LEGEND
ABBREVIATIONS
LOCATION, VICINITY MAPS, AND INDEX OF DRAWINGS
A-03
A-02
A-01
CHEMICAL BUILDING UPPER AND LOWER PLANS
ELEVATED WALKWAY SECTIONS AND DETAILS
ELEVATED WALKWAY PLAN AND DETAILS
M-08
M-07
M-06
M-05
M-04
M-03
M-02
M-01
STANDARD DETAILS
STANDARD DETAILS
ELEVATED WALKWAY PHOTO DETAILS
ELEVATED WALKWAY PHOTO DETAILS
ELEVATED WALKWAY PHOTO DETAILS
ELEVATED WALKWAY PHOTO DETAILS
ELEVATED WALKWAY UPPER PLAN
ELEVATED WALKWAY LOWER PLAN
07
06
05
04
03
02
01
08
11
10
09
14
13
12
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
37
36
35
34
33
32
31
30
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
SHEET No. DRAWING No. DESCRIPTION
FILENAME: PLOT DATE: PLOT TIME:10/1/2014 6:10:15 AM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
1" = X'
GE
NE
RA
L
G-02
001-G-002_493566.dgn
A
AB
ABDN
AC
AC
ACI
ACST
ACU
AD
ADD
AFD
AFF
AG
AGGR
AHR
AISC
AL (ALUM)
ALKY
ALTN, (ALT)
AM
ANDZ
APPROX
APVD
ARCH
AR
ASU
ATS
AUTO
AUX
AVG
@ AT
AVERAGE
AUXILIARY
AUTOMATIC
AUTOMATIC TRANSFER SWITCH
AIR SUPPLY UNIT
ANALOG RELAY
ARCHITECTURAL
APPROVED
APPROXIMATE
ANODIZE
AUTO-MANUAL
ALTERNATE
ALKALINITY
ALUMINUM
AMERICAN INSTITUTE OF
ANCHOR
AGGREGATE
ABOVE FINISHED FLOOR
ADJUSTABLE FREQUENCY DRIVE
ADDITIONAL
AIR CONDITIONING CONDENSING UNIT
ACOUSTICAL
ASPHALTIC CEMENT
ALTERNATING CURRENT
ABANDON
ANCHOR BOLT
AMMETER, AMPERES
STEEL CONSTRUCTION
BELL
BRONZE TINT
BALANCE
BUTTERFLY DAMPER
BLIND FLANGE
BUTTERFLY VALVE
BASELINE
BUILDING
BLOCK
BENCHMARK
BOTTOM
BEARING
BLACK STEEL PIPE
BALL VALVE
BEGINNING OF VERTICAL CIRCUITBVC
BV
BSP
BRG
BOT, (BOTT), B/
BM
BM
BLK
BLDG
BL
BFV
BF
BD
BAL
(B)
B
C CONDUIT
DEGREE CELSIUS
C-C CENTER TO CENTER
CAB CABINET
CATCH BASIN
CB CIRCUIT BREAKER
CC CONTROL CABLE
CCP CENTRAL CONTROL PANEL
CCS CENTRAL CONTROL SYSTEM
CFM CUBIC FEET PER MINUTE
CHAN, C CHANNEL (BEAM)
CHEM CHEMICAL
CI CAST IRON
CIP CAST IRON PIPE
CIPS CAST IRON SOIL PIPE
CJ
CKT CIRCUIT
L CENTERLINE
CEMENT LINED DUCTILE IRON PIPE
CLG CEILING
CLO CLOSET
CLR CLEAR
CL2 CHLORINE
CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
COL COLUMN
CONC CONCRETE
CONDTN CONDITIONED
CONN CONNECTION
CONT CONTINUOUS, CONTINUATION
CONTR CONTRACTOR
COORD COORDINATE
CP CENTER PIVOT
CP-X CONTROL PANEL NO. X
CPLG COUPLING
CPRSR COMPRESSOR
CPT CONTROL POWER TRANFORMER
CPVC CHLORINATED PVC
CR CONTROL RELAY
CRS COLD ROLLED STEEL
CRS PVC COATED RIGID STEEL
C
CUP SINK
CERAMIC TILE
CURRENT TRANSFORMER
CENTER
CENTERED
COUNTERSUNK
CUBIC
CUBIC FOOT
CUBIC INCH
CUBIC YARD
COPPER TUBING, HARD DRAWNCUH
CU YD
CU IN
CU FT
CU
CTSK
CTR'D
CTR
CT
CT
CS
CWR
CV CHECK VALVE
CABINET DOOR MOUNTED
WASTE RECEPTACLE
D DRAIN
D PENNY NAIL SIZE
DAS DATA ACQUISTION SYSTEM
DBA DEFORMED BAR ANCHOR
DBL DOUBLE
DC DIRECT CURRENT
DEG DEGREE
DET DETAIL
DF DOUGLAS FIR
DF DRINKING FOUNTAIN
DDI DROP INLET
DI DUCTILE IRON
DIA, O DIAMETER
DIAG DIAGONAL
DUCTILE IRON PIPE
DIR DIRECTION
DISCH DISCHARGE
DOL DIRECT-ON-LINE
DS DOWNSPOUT
DWG DRAWING
DWN DOWN
DELTA
EASTE
E EMPTY
EA EACH
EE EMERGENCY EYEWASH
EF EACH FACE
EF EXHAUST FAN
EL, ELEV ELEVATION
ELB ELBOW
ELC ELECTRICAL LOAD CENTER
ELEC ELECTRIC, ELECTRICAL
ENGR ENGINEER
EQPT, (EQUIP)
ETM
EQUIPMENT
EVC
ELAPSED TIME METER
EW
END OF VERTICAL CURVE
EXH
EACH WAY
EXP
EXHAUST
EXP
EXPANSION
EXP AB
EXPOSED
EXP JT
EXPANSION ANCHOR BOLT
EXT EXTERIOR
EXISTING
EXPANSION JOINT
^F DEGREE FAHRENHEIT
FUSEF, FU
FRESH AIR INLETFAI
FLEXIBLE CONDUITFC
FLANGED COUPLING ADAPTERFCA
FREE CHLORINE RESIDUALFCL2
FLOOR CLEANOUTFCO
FACTORYFCTY
FLOOR DRAINFD
FOUNDATIONFDN
FEEDERFDR
FIRE EXTINGUISHERFEXT
FINISHED FLOORFF
FG
FIRE HYDRANTFHY
FIGUREFIG
FLOW LINEFL
FLANGEFLG
FLOORFL (FLR)
FLEXIBLEFLEX
FLAT HEADFLH
FILTERFLTR
FLUORESCENTFLUOR
FINISHFNSH
FIELD PANELFP
FIELD PANEL NO. WXFP-W-X
FORWARD REVERSEFR
FIBERGLASS REINFORCED PLASTICFRP
FOLDING SHOWER SEATFSHS
FOOT OR FEETFT
FVNR
FU
FTG FOOTING
FIXTURE UNIT
FULL VOLTAGE NON-REVERSING
FWD FORWARD
FVR FULL VOLTAGE REVERSING
G, GND GROUND
GA GAUGE
GAL GALLON
GALV GALVANIZED
GB GRAB BAR
GC GROOVED COUPLING
GFI GROUND FAULT INTERRUPTER
GFR GOUND FAULT RELAY
GL GLASS
GPD GALLONS PER DAY
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GRTG GRATING
GSP GALVANIZED STEEL PIPE
GV GATE VALVE
GVL GRAVEL
GWB GYPSUM WALL BOARD
GYP GYPSUM
H HORN OR HOWLER
HAS HEADED ANCHOR STUD
HB HOSE BIB
HC HOLLOW CORE
HD HUB DRAIN
HDR HEADER
HDW HARDWARE
HGL HYDRAULIC GRADE LINE
HGT HEIGHT
HH HANDHOLE
HID HIGH INTENSITY DISCHARGE
HK HOOK
HM HOLLOW METAL
HOA HAND-OFF-AUTO
HOR HAND-OFF-REMOTE
HORIZ HORIZONTAL
HP HORSEPOWER
HV HOSE VALVE
HVAC HEATING, VENTILATING AND
AIR CONDITIONING
HWL HIGH WATER LEVEL
IC INTERRUPTING CAPACITY
ID INSIDE DIAMETER
INVERT ELEVATION
IF INSIDE FACE
IG INSULATING GLASS
IN INCH
INCAND INCANDESCENT
INJS INJECTIONS
INST INSTANTANEOUS
INSTM INSTRUMENT, INSTRUMENTATION
INSUL INSULATION
INVT INVERT
IRRIG IRRIGATION
ITG
IU INTAKE UNIT
IW IRRIGATION WELL
J, JB JUNCTION BOX
JAN JANITOR
JCT JUNCTION
JT JOINT
K KEY INTERLOCK
KIP THOUSAND POUNDS
KIT KITCHEN
KSK KITCHEN SINK
KV KILOVOLTS
KVA KILOVOLT AMPERES
KVAR KILOVOLT AMPERES REACTIVE
KW KILOWATT
L ANGLE, LENGTH
LIGHTNING ARRESTERLA
LABORATORYLAB
LAMINATELAM
LATITUDELAT
LAVATORYLAV
POUNDLB
POUNDS PER CUBIC FOOTLB/CU FT
LIGHTING CONTACTORLC
LINEAR FEETLF
LONGLG
LEFT HANDLH
LEFT HAND REVERSELHR
LONG LEG HORIZONTALLLH
LONG LEG VERTICALLLV
LINTELLNTL
LONGITUDINALLONG
LOCK-OUT STOP PUSHBUTTONLOS
LIGHT POLELP
LATCHING RELAYLR
LOCAL-REMOTELR
LONG RADIUSLR
LABORATORY SINKLS
LTG LIGHTS OR LIGHTING
LWL LOW WATER LEVEL
LYRS LAYERS
M&BH MOP AND BROOM HOLDER
MANUAL-AUTOMA
MASONRYMAS
MATERIALMATL
MAXIMUMMAX
MACHINE BOLTMB
MODULATE-CLOSEMC
MOTOR CONTROL CENTERMCC
MECHANICALMECH
METALMET
MANUFACTUREDMFD
MANUFACTURERMFR
MILLION GALLONS PER DAYMGD
MANHOLEMH
MINIMUMMIN
MIRRORMIR
MISCELLANEOUSMISC
MECHANICAL JOINTMJ
MAIN LUGS ONLYMLO
MECHANICAL MOUNTING PANELMMP
METAL PANELMP
MULTIPURPOSE UNITMPU
MOUNTEDMTD
MILL TYPE STEEL PIPEMTS
MERCURY VAPORMV
MANUAL TRANSFER SWITCHMTS
MWS MAXIMUM WATER SURFACE
MC MASONARY CLEARANCE
N NORTH
N/A NOT APPLICABLE
N/C NORMALLY CLOSED
N/O NORMALLY OPEN
N, NEUT NEUTRAL
NA NON-AUTOMATIC
ND NAPKIN DISPOSAL
NGS STA NATIONAL GEODETIC SURVEY STATION
NIC NOT IN CONTRACT
NO, # NUMBER
NP NON-PROTECTED
NPT NATIONAL PIPE THREADS
NS NON-SHRINK
NTS NOT TO SCALE
O TO O OUT TO OUT
OVERALLOA
ON CENTEROC
OPEN-CLOSEOC
OPEN-CLOSE-AUTOOCA
OPEN-CLOSE-REMOTEOCR
OUTSIDE DIAMETEROD
OUTSIDE FACEOF
OVERLOAD RELAYOL
ON-OFFOO
ON-OFF-AUTOOOA
ON-OFF-REMOTEOOR
OPAQUE PANELOP
OPERATOROPER
OPENINGOPNG
OPEN-STOP-CLOSEOSC
OPEN SITE DRAINOSD
OUNCEOZ
POUNDS PER SQUARE INCHPSI
POUNDS PER SQUARE FOOTPSF
POLYCARBONATE SHEETPS
PROPERTYPROP
PROJECTIONPROJ
PERMANENT REFERENCED MARKERPRM
PRIMARYPRI
PRESSUREPRES
PREFABRICATIONPREFAB
PRECASTPRCST
POLYPROPYLENE LINEDPPL
POWER POLE
PNL PANEL
PLYWD PLYWOOD
NO. X
PLC-X PROGRAMMABLE LOGIC CONTROLLER
PLC PROGRAMMABLE LOGIC CONTROLLER
PLAS PLASTIC
PL
PL PLATE (STEEL)
PJF PREMOULDED JOINT FILLER
PI POINT OF INTERSECTION
HYDROGEN ION CONCENTRATIONpH
PEDESTALPED
PLAIN ENDPE
POINT OF CURVEPC
PHOTOCELLPC
PUSHBUTTON SWITCHPB
PEP POLYETHYLENE PIPE
PP
PSIG POUNDS PER SQUARE INCH, GAUGE
POINT OF TANGENCYPT
POTENTIAL TRANSFORMERPT
PRESSURE TREATEDPT
PAPER TOWEL DISPENSERPTD
PLUG VALVEPV
POLYVINYL CHLORIDE
POINT OF VERTICAL INTERSECTIONPVI
PAVEMENTPVMT
POINT OF VERTICAL TANGENCYPVT
RADIUSR (RAD)
RC REINFORCED CONCRETE
REINFORCED CONCRETE PIPE
RCPT RECEPTACLE
RD ROAD
RD ROOF DRAIN
RDCR REDUCER
RDW REDWOOD
REF REFER OR REFERENCE
REF REFRIGERATOR
REFR REFRIGERATE, REFRIGERANT
REINF REINFORCED, REINFORCING, REINFORCE
REQD REQUIRED
RG REFLECTIVE
RH RIGHT HAND
RH RODHOLE
RHR RIGHT HAND REVERSE
RL RAIN LEADER
RL RAISE LOWER
RLS RUBBER LINED STEEL
RM ROOM
ROL RAISE-OFF-LOWER
RPM REVOLUTIONS PER MINUTE
RS RIGID STEEL
RST REINFORCING STEEL
RTN RETURN
S I-BEAM
SLOPES
SOUTHS
SWITCHS
SATC
SC
SOLID CORESCC
STANDARD CUBIC FEED PER MINUTESCFM
SCHEDULESCH
SCR
SPEED CONTROL UNITSCU
SOAP DISPENSERSD
SIDEWALKSDWK
SECONDARYSEC
SECTIONSECT
SEDIMENTATIONSED
SEWAGESEW
SLOWER-FASTERSF
SQUARE FEETSF
LAMINATED SAFETY GLASSSG
SUSPENDED GYPSUM WALL BOARDSGWB
SHOWERSH
SHEETSH (SHT)
SURFACE HARDENING AGENTSHA
SOLIDS HANDLING SYSTEMSHS
SIMILARSIM
SOLUTIONSOLN
SPACE OR SPACESSP
SPECIFICATIONSSPEC, SPECS
SUPPLYSPLY
SQUARESQ
SQUARE FOOT, FEETSQ FT
SQUARE INCHSQ IN
SHORT RADIUSSR
START-STOPSS
STAINLESS STEELSS, SST
SAFETY SHOWERSSH
SERVICE SINKSSK
STATUSSTA
STANDARDSTD
STIFFENERSTIF
STIRRUPSTIRR
STL
STRAIGHTST
STRL
STRUCTURESTRUCT
SUSPENDEDSUSP
SOLENOID VALVESV
SYMMETRICALSYMM
T THERMOSTAT
TOP AND BOTTOMT&B
TONGUE AND GROOVET&G
TOP OFT/
TANGENTTAN
TERMINAL BOARDTB
TOWEL BARTB
TUBINGTBG
TC
TIME CLOSE AFTER ENERGIZATIONTCAE
TOTAL CHLORINE RESIDUALTCL2
TOTAL DYNAMIC HEADTDH
TIME DELAY RELAYTDR
TECHNICALTECH
TELEPHONETEL
TEMPORARYTEMP
TOP FACETF
TEMPERED FLOAT GLASSTFG
THD THREAD
THK THICKNESS
THRU THROUGH
TJB TERMINAL JUNCTION BOX
TL TEFLON LINE PIPE
TO TIME TO OPEN
TOAD
TIME OPEN AFTER ENERGIZATIONTOAE
TURNING POINTTP
TRANSFORMERTRANS
TRANSVERSETRANSV
TREADTDR
TUBE STEELTS
TTD
TREATMENT UNIT NO. XTU-X
TURBIDITYTURB
TYPICALTYP
U ON UNLESS OTHERWISE NOTED
UNIFORM BUILDING CODEUBC
UNIT HEATERUH
URINALUR
UNDER VOLTAGE RELAYUVR
VALVEV
V VENT
V VOLT
V VOLTMETER, VOLTS
VB VAPOR BARRIER
VC VERTICAL CURVE
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
VIB VIBRATION
VPC POINT OF VERTICAL CURVATURE
VT VINYL TILE
VTR VENT THRU ROOF
W WEST
WIDE FLANGE (BEAM)W
WITHW/
WATER CLOSETWC
WOODWD
WIRE GLASSWG
WATER HEATERWH
WATTHOUR METERWH
WATTHOUR DEMAND METERWHD
WATERPROOFWP
WEATHERPROOFWP
WASTE RECEPTACLEWR
WATER SURFACEWS
WATERSTOPWS
WELDED STEELWS
WATER TREATMENT PLANTWTP
WATERWTR
WALL URNWU
WASTEWATER TREATMENT PLANTWWTP
NOTES:
THIS IS A STANDARD LEGEND SHEET, THEREFORE
SOME ABBREVIATIONS MAY APPEAR ON THIS
SHEET AND NOT ON THE DRAWINGS.
CONTACT ENGINEER FOR ABBREVIATIONS NOT
1.
2.
BFP BACKFLOW PREVENTER
SHOWER CURTAIN ROD
AREA DRAIN
AMERICAN CONCRETE INSTITUTE
ACOUSTICAL GLASS
BEAM
STRUCTURAL
TOILET TISSURE DISPENSER
CAR CARPET
HESR HYPALON ELASTIC SHEET ROOFING
R/W RIGHT OF WAY
QT QUARRY TILE
PILASTER, PIPEP
PAV
CSATC
TILE CEILING
CERAMIC SUSPENDED ACOUSTICAL
VP VENEER PLASTER
SUSPENDED ACOUSTICAL TILE CEILING
HPS HIGH PRESSURE SODIUM
HR HOSE RACK
HRDN HARDENERRRUB RADIAL RUBBER
PAVER TILE
VDR VERTICLE DRYING RACK
VPS VENEER PLASTER SYSTEM
H
SPEC'D. SPECIFIED
L.P. LOW POINT
SPA. SPACING
M.O. MASONRY OPENING
H.P. HIGH POINT
ARV AIR RELEASE VALVE
AVRV AIR VACUUM RELEASE VALVE
FPS FEET PER SECOND
HW HEADWALL
SMH STORMWATER MANHOLE
VPI POINT OF VERTICAL INTERSECTION
VPT POINT OF VERTICAL TANGENT
EQ SP EQUALLY SPACED
EQ EQUAL
EP EXPLOSION PROOF
EP EDGE OF PAVING
EOP EDGE OF PAVEMENT
EOG EDGE OF GUTTER
FINISH GRADE
INSULATED TEMPERED GLASS
DHEC
ENVIRONMENTAL CONTROL
DEPT OF HEALTH AND
E!FS EXTERIOR !NSULATION FINISH SYSTEM
PTAC PACKAGED TERMINAL AIR CONDITIONING
SCBA SELF CONTAINED BREATHING APPARATUS
STORM DRAIN MANHOLE
CHDPEPOLYETHYLENE PIPE
CORRUGATED HIGH DENSITY
STEEL
CONSTRUCTCONST
, CL
°C
CLDI
LISTED.
B.C.R. BROWARD COUNTY RECORDS
BH BUD HEIGHT
B.O.S. BOTTOM OF STRUCTURE
CATV CABLE TELEVISION
C.L.F. CHAIN LINK FENCE
CB, C.B.
CMP, C.M.P.
DIP, D.I.P.
E.O.W. EDGE OF WATER
EFF EFFLUENT
EX, EXST, (EXIST)
H.D.P.E. HIGH DENSITY POLY PIPE
IE, I.E.
L ARC LENGTH
LB LICENSED BUSINESS
OHW OVERHEAD WIRE
O.R.B. OFFICIAL RECORD BOOKS
P.B. PLAT BOOK
PG. PAGE
PVC, P.V.C.
PROPERTY LINE or PARCEL LINE
RCP, R.C.P.
R.E. RIM ELEVATION
RW RAW WATER
SDMH, S.D.M.H.
S.S.M.H. SANITARY SEWER MANHOLE
STM STORM WATER
T.O.P. TOP OF PIPE
W WATER
PF PANEL FRONT AB
BR
EVIA
TIO
NS
M C
HR
ZA
NO
WS
KI
T L
OO
SE
T L
OO
SE
R K
OE
KE
MO
ER
02 53
Rocco D
eVilliers K
oeke
moer P
E 7
6468
CONSTRUCTION JOINT/CONTROL JOINT
GRADEGR
HSS HOLLOW STRUCTURAL SECTION
TENSION CONTROLLEDTIME TO CLOSE/
SLIP CRITICAL
FILENAME: PLOT DATE: PLOT TIME:10/1/2014 6:10:04 AM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
157.7
155
H
E
1" = X'
GE
NE
RA
L
G-03
001-G-003_493566.dgn
GENERAL SITE NOTES: CIVIL LEGEND
SPOT ELEVATION
CONTOUR LINE
DRAINAGEWAY OR DITCH
158.5
155
EMBANKMENT AND SLOPE3:1
SIGNOR
MANHOLE
POST OR GUARD POST
UTILITY POLE
POINT OF INTERSECTION
SURVEY CONTROL POINT OR
CENTER LINE, BUILDING, ROAD, ETC.
LOCATION POINT - COORDINATES
STRUCTURE, BUILDING OR FACILITYN 1000.00
E 1000.00
LIGHT POLE
GUY ANCHOR
TREE
BRUSH/TREE LINE
FIRE HYDRANT
STRUCTURE, BUILDING OR FACILITYOR
ASPHALT CONCRETE PAVEMENT
OR
DEMOLITIONOROR
CATCH BASIN OR INLET
TRENCH DRAIN
ELECTRICAL MANHOLE
ELECTRIC HANDHOLE
BENCH MARK
PROPERTY LINE
STAGING OR WORK AREA LIMITS
BORING LOCATION AND NUMBER
TEST PIT LOCATION AND NUMBER
PIEZOMETER LOCATION AND NUMBER
B-1
TP-2
P-3
THIS CONTRACTEXISTING
OR
OR
BM
CB CB
T
D S
H
E
GRAVEL SURFACING
GUARD RAIL
WIRE FENCE
CHAIN LINK FENCE
CULVERT
CONCRETE PAVEMENT
CURB
CURB AND GUTTER
SINGLE SWING GATE
DOUBLE SWING GATE
SLIDING GATE
ARCHITECTURAL FENCE
101
INDICATES PAIR OF DOORS
OR
OR
110.50
RAILINGS
DIRECTION OF SLOPE DOWN
CONTROL JOINT
EXPANSION JOINT
POST
OR
OR
A
XX101 ROOM IDENTIFIER
DOOR IDENTIFIER
WINDOW IDENTIFIER
RELIGHT IDENTIFIER
LOUVER IDENTIFIER
W-1
1
A
E
B
C
DXX-A-301
XXW-1
XXR-1 R-1
XXL-1 L-1
INTERIOR ELEVATION INDICATOR
A
P-1 PRECAST PANEL IDENTIFIER
S-1 SIGNAGE IDENTIFIER
WALL TYPE INDICATOR
ARCHITECTURAL/STRUCTURAL LEGEND
DOOR LETTER
ROOM NUMBER
F.EXT-X
HINGE SIDE
INACTIVEACTIVE
REQUIRED
POINTERS AS
DIRECTION OF
QUANTITY AND
(IF SHOWN)
INDICATOR
"XX" = FACILITY
XX101
A
ROOM NAMEROOM NAME
"X" = NUMBER IN SPECIFICATIONS
FIRE EXTINGUISHER
SYMBOL LEGEND
HATCH SWING INDICATOR
XX101
A
(ON BRACKET)
F.EXT-X
CJ
SPOT ELEVATION INDICATOR (IN FEET)
(DOOR # ON ACTIVE)
( IN CABINET)
X" EJ
X" = DIMENSION
ELEVATION DATUM (IN FEET)
GRID / COLUMN INDICATOR
EL XX.XX
XXXX
S-X
W-X
B-X
SLAB INDICATOR
COLUMN INDICATOR
WALL INDICATOR
BEAM INDICATOR
X
THE SITE.
CONTRACTOR SHALL TAKE ALL OTHER MEASURES TO POSITIVELY PRECLUDE EROSION MATERIALS FROM LEAVING
CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL DEVICES DURING
SHALL BE COVERED WITH GRASS.
ALL DISTURBED AREAS NOT RECEIVING A HARD SURFACE
SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.
ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN.
ON-SITE STORAGE OF MATERIALS.
STAGING AREA SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S TRAILERS AND
EDGE OF PAVEMENT.
COORDINATES AND DIMENSIONS SHOWN FOR ROADWAY IMPROVEMENTS ARE TO FACE OF CURB OR
MONUMENT(S) IN A TIMELY MANNER, AND AT THE CONTRACTOR'S EXPENSE.
DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL
MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKES WHICH ARE
VERTICAL DATUM: NGVD1929.
HORIZONTAL DATUM: UNKNOWN
NEW FINISH GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.
EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED.
EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION.
EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY
SOURCE OF TOPOGRAPHY SHOWN ON THE CIVIL PLANS ARE BASE MAPS PROVIDED BY CH2M HILL AND DATED 1/8/96.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
CIVIL/S
TR
UC/G
EN L
EG
EN
D
A M
AL
ON
ER M
OR
RIS
ON
T L
OO
SE
R M
OR
RIS
ON
03 53
Ric
hard T
ho
mas M
orris
on P
E 6
7713
FILENAME: PLOT DATE: PLOT TIME:10/1/2014 6:10:56 AM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
R K
OE
KE
MO
ER
1" = X'
GE
NE
RA
L
G-04
001-G-004_493566.dgn
ST
RU
CT
UR
AL N
OT
ES
DESIGN CRITERIA
GENERAL INFORMATION
FORMWORK, SHORING AND BRACING
WELDINGFOUNDATIONS
CONCRETE REINFORCING
CONCRETE REINFORCING (CONTINUED)
OTHERWISE.
BUTT JOINT WELDS SHALL BE COMPLETE JOINT PENETRATION (CJP) UNLESS INDICATED 4.
SPALLING OR CRACKING OF THE EXISTING CONCRETE.
USE INTERMITTENT WELDS AT FIELD WELDS OF EMBED PLATES AND ANGLES TO AVOID 3.
REPAIR WELDS FOUND DEFECTIVE IN ACCORDANCE WITH AWS D1.1 SECTION 5.26.2.
D1.6, STRUCTURAL WELDING CODE – STAINLESS STEEL
D1.2, STRUCTURAL WELDING CODE – ALUMINUM
D1.1, STRUCTURAL WELDING CODE – STEEL
WELDS SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS): 1.
CONCRETE
T L
OO
SE
T L
OO
SE
R K
OE
KE
MO
ER
04 53
Rocco D
eVilliers K
oeke
moer P
E 7
6468
ASSUMED SOIL DESIGN PARAMETERS.
THE OBSERVATION SHALL VERIFY IN-SITU SUBGRADE PROPERTIES WILL MEET OR EXCEED
OR QUALIFIED DESIGNEE PRIOR TO PLACEMENT OF FORMWORK OR REINFORCING STEEL.
FOUNDATION BEARING SURFACES SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER 3.
GRANULAR FILL.
SPECIFICALLY NOTED TO BE ON FILL SHALL BEAR ON SIX INCHES OF COMPACTED
FOUNDATION SLABS, SLABS-ON-GRADE AND WALL FOUNDATIONS 2.
EXISTING STRUCTURES, UTILITIES, ETC.
EXCAVATIONS SHALL BE SHORED TO PREVENT SUBSIDENCE OR DAMAGE TO ADJACENT 1.
OTHER WORK AIDS REQUIRED TO SAFELY PERFORM THE WORK SHOWN.
CONSTRUCTION ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORMWORK, AND
THE STRUCTURES DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL WORK RELATING TO
ONLY. DESIGN SHOWN DOES NOT INCLUDE NECESSARY COMPONENTS OR EQUIPMENT FOR STABILITY OF
STRUCTURES SHOWN ON THE DRAWINGS HAVE BEEN DESIGNED FOR STABILITY UNDER FINAL CONDITIONS1.
FOLLOWING MINIMUM REQUIREMENTS:
REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE NOTED, SHALL SATISFY THE 8.
REFER TO OPENING REINFORCING DETAIL 0330-001.7.
NOT PERMITTED.
PREPARED GRADE. LIFTING REINFORCING OFF GRADE DURING CONCRETE PLACEMENT IS
SUPPORTED ON BAR SUPPORTS WITH SPACERS TO KEEP REINFORCING ABOVE THE
REINFORCING STEEL FOR FOOTINGS AND SLABS ON GRADE SHALL BE ADEQUATELY 6.
90 DEGREE BENDS, UNLESS OTHERWISE SHOWN, SHALL BE ACI 318 STANDARD HOOKS.5.
2”OTHER CONCRETE SURFACES
3”WHEN PLACED ON GROUND:
CONCRETE COVER FOR REINFORCING, UNLESS SHOWN OTHERWISE, SHALL BE:4.
REQUIRED BY THE DETAILS ON THE DRAWINGS OR BY THE SPECIFICATIONS.
PROVIDE LARGER SIZES AND MORE REINFORCING IN SECTIONS OF CONCRETE WHERE
EACH FACE#5@12”12”
EACH FACE#4@12”10”
CENTERED#5@12”8”
CENTERED #4@12”6”
LOCATIONREINF EACH WAYTHICKNESS
MINIMUM REINFORCING FOR CONCRETE WALLS AND SLABS SHALL BE AS FOLLOWS:3.
STRUCTURAL CONCRETE”.
CRSI MSP-1 “MANUAL OF STANDARD PRACTICE” AND ACI 301 “SPECIFICATIONS FOR
FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH 2.
ASTM A615, GRADE 60TYPICAL
REINFORCING STEEL:1.
ROUGHEN AND CLEAN CONSTRUCTION JOINTS AS SPECIFIED PRIOR TO PLACING ADJACENT CONCRETE.6.
INJURIOUS TO THE CONCRETE SHALL BE EMBEDDED IN THE CONCRETE.
NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER MATERIAL 5.
TO PLACEMENT OF CONCRETE.
COORDINATE PLACEMENT OF OPENINGS, DOWELS, CONDUITS, BOLTS AND INSERTS PRIOR 4.
CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED FOR REVIEW BY ENGINEER.
LOCATION OF JOINTS, SUBJECT TO SPECIFIED REQUIREMENTS. LAYOUT SHOWING ALL
CONSTRUCTION JOINTS INDICATED ARE SUGGESTED LOCATIONS. CONTRACTOR MAY REVISE3.
DESIGN STRENGTHS ARE SAME AS 28-DAY COMPRESSIVE STRENGTHS.2.
4000 PSITYPICAL (UON)
28-DAY COMPRESSIVE STRENGTHS :1.
STEEL DECKING
OTHERWISE.
DECKING SHALL BE CONTINUOUS OVER THREE SPANS MINIMUM, EXCEPT WHERE SHOWN3.
DECKING SHALL HAVE A MINIMUM 1 1/2" INCHES BEARING ON SUPPORTS.2.
MANUFACTURER'S RECOMMENDATIONS.
CONTRACTOR SHALL FASTEN THE DECKING IN ACCORDANCE WITH THE INSTALLED DECK
CONFIGURATIONS ARE SPECIFIC TO THE DECK PRODUCT USED AS BASIS OF DESIGN.
FOR DECK SIZE, GAGE, AND FASTENING CONFIGURATIONS, SEE FRAMING PLANS. FASTENING1.
AFFECTED BY THE EXISTING STRUCTURE.
ELEVATIONS AND DETAILING OF THE EXISTING STRUCTURES PRIOR TO UNDERTAKING ANY WORK THAT IS
REPRESENT THE AS-CONSTRUCTED CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS,
CONSTRUCTION SHOWN REFLECTS AVAILABLE EXISTING DESIGN DOCUMENTS, AND DOES NOT NECESSARILY
INFORMATION (DETAILING, DIMENSIONS, CONFIGURATIONS, AND ELEVATIONS, ETC.) OF EXISTING 6.
INSPECTIONS, COORDINATION, SUPERVISION, OR SAFETY AT THE JOB SITE.
THAT ENGINEER IS GUARANTOR OF CONSTRUCTOR’S WORK, NOR RESPONSIBLE FOR THE COMPREHENSIVE
VISITS TO THE JOB SITE BY THE ENGINEER TO OBSERVE THE CONSTRUCTION DO NOT IN ANY WAY MEAN 5.
DETAILED OR APPROVED IN WRITING BY THE ENGINEER.
DO NOT CUT OR MODIFY STRUCTURAL MEMBERS FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY4.
PRIOR TO CONSTRUCTION OF THESE ELEMENTS.
VERIFY FINAL OPENING DIMENSIONS IN WALLS, SLABS, AND DECKS WITH OTHER DISCIPLINE DRAWINGS3.
THROUGHOUT THE PROJECT, WHETHER OR NOT THEY ARE INDIVIDUALLY CALLED OUT.
DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS OCCURRING2.
DISTRIBUTED BY THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME).
FOR ABBREVIATIONS NOT LISTED, SEE ASME Y14.38 “ABBREVIATIONS AND ACRONYMS: PUBLICATION AS1.
ULT
ASD
STRUCTURAL STEEL AND METAL FABRICATIONS
STANDARDS.
AISC MANUAL OF STEEL CONSTRUCTION, CURRENT EDITION, AND CURRENT OSHA
STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE WITH THE 3.
B209 PLATES
B308 STRUCTURAL SHAPES
ALUMINUM SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS:2.
A500, GRADE BHOLLOW STRUCTURAL SECTIONS (HSS)
A572, GRADE 50MOMENT CONNECTION PLATES
A36CHANNELS, PLATES, ETC
MISCELLANEOUS SHAPES INCLUDING ANGLES,
A992W-SHAPES
STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS:1.
PERMITTED WITHOUT THE APPROVAL OF THE ENGINEER.
STRUCTURAL STEEL MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL IS
NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THROUGH 6.
ITEMS TO BE EMBEDDED IN CONCRETE SHALL BE CLEAN AND FREE OF OIL, DIRT AND PAINT.5.
A307/A153GALVANIZED STEEL
F593, AISI TYPE 316, CONDITION CWSTAINLESS STEEL
MACHINE BOLTS (MB)
F1554, GRADE 36GALVANIZED STEEL
F593, AISI TYPE 316, CONDITION CWSTAINLESS STEEL
ANCHOR BOLTS (AB)
A325 AND F1852TENSION CONTROL (TC) BOLTS
F959DIRECT TENSION INDICATORS OR LOAD INDICATOR WASHERS
SLIP CRITICAL
A325-NUNLESS SHOWN OTHERWISE
STANDARDS EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE:
FASTENERS SHALL BE HIGH STRENGTH BOLTS CONFORMING TO THE FOLLOWING ASTM 4.
METAL FABRICATIONS (CONTINUED)
STRUCTURAL STEEL AND
+/- 1 FT BELOW GRADE= GROUND WATER (GW) ELEVATION:
2000 PSF= NET ALLOWABLE SOIL BEARING PRESSURES (ASSUMED)
SOIL DESIGN PARAMETERS:7.
III=RISK CATEGORY
C=EXPOSURE
117 MPH=NOMINAL WIND SPEED (V )
151 MPH=ULTIMATE WIND SPEED (V )
WIND LOADS:6.
20 PSF=ALUMINUM CANOPY ROOF
100 PSF=CHEMICAL BUILDING CORRIDOR AND STAIRS
100 PSF=ELEVATED WALKWAY
LIVE LOADS:5.
20PSF=CABLE TRAY
SUPERIMPOSED
DEAD LOADS:4.
ALL LOADS SHOWN ARE SERVICE LEVEL (UNFACTORED) UNLESS SPECIFICALLY NOTED OTHERWISE.3.
REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND REQUIREMENTS.2.
APPLICABLE CODE: 2010 FLORIDA BUILDING CODE (FBC), AS AMENDED BY ALL APPLICABLE LOCAL AGENCIES. 1.
FILENAME: PLOT DATE: PLOT TIME:10/1/2014 6:10:26 AM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
J ZIVIC
H
1" = X'
GE
NE
RA
L
G-05
001-G-005_493566.dgn
PIPE AND FITTING SYMBOLS
FLEXIBLE COUPLING
ELBOW UP
TEE UP
LATERAL UP
ELBOW DOWN
TEE DOWN
METAL BELLOWS EXP JOINT
ELASTOMER BELLOWS EXP JOINT
EXISTING PIPE
NEW PIPE
WELDED JOINT
GROOVED END JOINT
FLANGED JOINT
BELL & SPIGOT JOINT (LEADED)
HUB & SPIGOT JOINT
(RUBBER GASKET)
BALL JOINT
EXISTING PIPE TO BE ABANDONED
GROOVED END ADAPTER FLANGE
EXISTING PIPE TO BE REMOVED
FLANGED COUPLING ADAPTER
ADAPTER SIDE
LATERAL DOWN
CONCENTRIC REDUCER
ECCENTRIC REDUCER
UNION
REDUCING BUSHING
CAP
ANCHOR
ELBOW, 90 DEGREE
CROSS
TEE
ELBOW, 45 DEGREE
LATERAL
ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE LINE FITTINGS.
SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC ONLY. REFER TO PIPING
SPECIFICATIONS FOR SPECIFIC END CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS.
EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR SCREENED AND IS NOTED AS EXISTING. NEW PIPING AND EQUIPMENT IS SHOWN HEAVY-LINED.
3.
NOTES:
1.
2.
PIPING DESIGNATION
16" TWEEXAMPLE:
16" TWE
PIPE DIAMETER
FOR PIPE SCHEDULE
SERVICE, SEE SPECIFICATIONS
DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE
PROPRIETARY RESTRAINED JOINT
MECHANICAL JOINT &
FITTINGS WITH OTHER END PATTERNS ARE SHOWN SIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO SEE PIPING SPECIFICATIONS.
SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN
OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE
THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.
LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.
LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY
APPROXIMATE. CONTRACTOR SHALL DESIGN SUPPORTS AS SPECIFIED.
ALL JOINTS SHALL BE WATERTIGHT. WALL PIPES SHALL BE USED WHEREVER
PIPING PASSES FROM A STRUCTURE TO BACKFILL.
SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED.
SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED
THROUGHOUT THE DRAWINGS, WHEREVER APPLICABLE. NOT ALL OF THE VARIOUS PIPING
COMPONENTS ARE NECESSARILY USED IN THE PROJECT.
ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT FLANGED, WELDED, OR
NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS IS ONLY APPROXIMATE. PROVIDE
ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND
MECHANICAL EQUIPMENT.
2.
8.
7.
6.
5.
4.
3.
1.
MECHANICAL LEGEND AND NOTES
ALL FLEXIBLE CONNECTORS AND COUPLING ADAPTERS SHALL BE PROVIDED WITH
GENERIC PIPING NOTES
THRUST PROTECTION AS SPECIFIED, UNLESS OTHERWISE NOTED. THRUST PROTECTION
SCREWED PIPING, SHALL BE PROVIDED WITH THRUST PROTECTION AS SPECIFIED,
UNLESS OTHERWISE NOTED.
T F
UT L
OO
SE
T F
U
05 53
Tao F
u P
E 6
3138
PR
OC
ES
S M
EC
HA
NIC
AL L
EG
EN
D
FLOW STREAMS
STR
SA
NH3
LS
FL
CO2
CL2
- STARCH
- SODA ASH
- AMMONIA GAS
- LIME SLURRY
- HYDROFLUOROSILICIC ACID
- CARBON DIOXIDE
- CHLORINE GAS
FILENAME: PLOT DATE: PLOT TIME:10/1/2014 6:10:53 AM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
AL C
LO
UG
H
GE
NE
RA
L
G-06
001-G-006_493566.dgn
SVX
DRAWOUT AIR CIRCUIT BREAKER, LOW VOLTAGE
SWITCH, CURRENT RATING INDICATED, 3 POLE, UNO
ELECTRONIC STARTER/SPEED CONTROL
CABLE OR BUS CONNECTION POINT
KEY INTERLOCK
SURGE ARRESTER (GAP TYPE)
CAPACITOR - KVAR INDICATED, 3 PHASE
GROUND
TOGGLE SWITCH, ON-OFF TYPE
SELECTOR SWITCH, ON-OFF TYPE
INDICATING LIGHT - LETTER INDICATES COLOR
ELAPSED TIME METER
MOTOR STARTER CONTACTOR COIL
CONTACT - NORMALLY OPEN
CONTACT - NORMALLY CLOSED
REMOTE DEVICE
TERMINAL BLOCK, REMOTE
FUSE, RATING INDICATED
TRANSFORMER, CONTROL POWER
CKT
1
2 O
X
HAND OFF
O
O X
O
REMOTE
POSITION
400
100/M
or
100
60 (3)
1
10
(3)
(3)
100:5
REMOTEHANDOFF
CPT
120V
FUSE, CURRENT RATING AND QUANTITY INDICATED
500/625
480-120V
UTILITY REVENUE METER
K
3
G
A
A
ETM
M
CRX
AFD
OFFON
A - AMBER
B - BLUE
C - CLEAR W - WHITE
R - RED
G - GREEN S - STROBE
G
G
N
GROUND SYSTEM PLAN
EQUIPMENT NEUTRAL BUS
EQUIPMENT GROUND BUS
GROUNDING CONDUCTOR, SIZE AS INDICATED
GROUND ROD IN TEST WELL
GROUND ROD
SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION
3 POLE, UNO
CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN,
TRIP AND FRAME RATINGS SHOWN, 3 POLE, UNO
CIRCUIT BREAKER, STATIC TRIP UNIT, SENSOR AMP
QUANTITY INDICATED (3)
CURRENT TRANSFORMER, RATIO(100:5) AND
IN THIS DIVISION
DIVISIONS. RACEWAY, CONDUCTOR AND CONNECTION
CONNECTION POINT TO EQUIPMENT SPECIFIED IN OTHER
NORMALLY OPEN
PUSH-BUTTON SWITCH, MOMENTARY CONTACT,
NORMALLY CLOSED
PUSH-BUTTON SWITCH, MOMENTARY CONTACT,
INDICATES COLOR
INDICATING LIGHT, PUSH-TO-TEST, LETTER
IN CIRCUIT
CONTROL RELAY, X INDICATES NUMERICAL ORDER
IN CIRCUIT
TIME DELAY RELAY, X INDICATES NUMERICAL ORDER
IN CIRCUIT
SOLENOID VALVE, X INDICATES NUMERICAL ORDER
CLOSES WHEN ENERGIZED AND TIMED OUT
TIME DELAY RELAY CONTACT, NORMALLY OPEN,
OPENS WHEN ENERGIZED AND TIMED OUT
TIME DELAY RELAY CONTACT, NORMALLY CLOSED,
TIMED OUT
ENERGIZED, CLOSES WHEN DE-ENERGIZED AND
TIME DELAY RELAY CONTACT, OPENS WHEN
O - OPEN CONTACT
X - CLOSED CONTACT
AF
AS
AF
AT
RATING SHOWN, 3 POLE, UNO
CIRCUIT BREAKER, MAGNETIC TRIP ONLY, TRIP
NEMA SIZE INDICATED, FVNR UNO
MAGNETIC STARTER WITH OVERLOAD,
RVRT = REDUCED VOLTAGE REACTOR TYPE
RVAT = REDUCED VOLTAGE AUTO TRANSFORMER TYPE
DC = DC ADJUSTABLE SPEED DRIVE
AFD = AC ADJUSTABLE FREQUENCY DRIVE
RVSS = REDUCED VOLTAGE SOFT STARTER
SHIELDED ISOLATION TRANSFORMER
1 PH
480-120/240V
15 KVA
AND QUANTITY INDICATED
POTENTIAL TRANSFORMER, VOLTAGE RATING
AND PHASE INDICATED
TRANSFORMER, SIZE, VOLTAGE RATINGS,
GENERATOR, KW/KVA RATING SHOWN
IDENTIFIES OPERATION WHEN NEEDED FOR CLARITY:
SELECTOR SWITCH - MAINTAINED CONTACT - CHART
OPENS WHEN DE-ENERGIZED AND TIMED OUT
TIME DELAY RELAY CONTACT, CLOSES WHEN ENERGIZED,
TERMINAL BLOCK, INTERNAL
HORSEPOWER INDICATED
AC MOTOR, SQUIRREL CAGE INDUCTION -
X
TDR
ONE LINE DIAGRAMS CONTROL DIAGRAMS
CABINET OR FRAME
PIGTAIL FOR CONNECTION TO EQUIPMENT
STRUCTURAL/ARCHITECTURAL) SEE OTHER LEGENDS.
2. FOR ADDITIONAL ABBREVIATIONS OF OTHER DIVISIONS (HVAC, MECHANICAL, AND
MAY APPEAR ON THE LEGEND AND NOT ON THE DRAWINGS.
1. THESE ARE STANDARD LEGEND SHEETS. SOME SYMBOLS AND ABBREVIATIONS
NOTES:
ELE
CT
RIC
AL L
EG
EN
D 1
SDP SURGE PROTECTIVE DEVICE
DPMLINK TO DEVICE SHOWN
DIGITAL POWER METER WITH MODBUS CONNUMICATIONS
DC NIC
HO
LS
ON
NTS
LUMINAIRE SCHEDULE
PY K
ES
KA
RD
C NIC
HO
LS
ON
06 53
David C.
Nic
hols
on P
E 6
0201
FILENAME: PLOT DATE: PLOT TIME:10/1/2014 6:10:06 AM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
AL C
LO
UG
H
GE
NE
RA
L
G-07
001-G-007_493566.dgn
NOTES:
SYMBOL DESCRIPTION SYMBOL DESCRIPTION CIRCUIT AND RACEWAY
GENERAL CIRCUIT CONDUCTOR AND CONDUIT IDENTIFICATION
5.
4.
3.
2.
1.
1" = 27 mm
3/4" = 21 mm
1/2" = 16 mm
2" = 53 mm
1 1/2" = 41 mm
1/4" = 35 mm
ELE
CT
RIC
AL L
EG
EN
D 2
2a
or
30
2
or
100/40
or
XX
20
L20R
LIGHTING SYSTEM PLAN
T
or
or
L
44
55
1
LC
- CORROSION RESISTANT
- CLOCK HANGER
CRE
C
STARTER, MAGNETIC NEMA SIZE INDICATED
OTHERWISE
CONVENIENCE RECEPTACLE - DUPLEX UNLESS NOTED
SUBSCRIPT NUMBER AT RECEPTACLE INDICATES CIRCUIT
240V RECEPTACLE
CONVENIENCE RECEPTACLE - QUADRUPLEX
DUPLEX CONVENIENCE RECEPTACLE - FLUSH IN FLOOR
SINGLE FACE UNLESS INDICATED OTHERWISE
CONVENIENCE RECEPTACLE, PEDESTAL, DUPLEX
AND AMPERAGE INDICATED
RECEPTACLE, SPECIAL PURPOSE-NEMA CONFIGURATION
THERMOSTAT
WALL MOUNTED LUMINAIRE, SEE SCHEDULE
LUMINAIRE AND POLE, SEE SCHEDULE
SEE SCHEDULE
LUMINAIRE WITH INTERNAL BATTERY BACKUP,
LUMINAIRE, SEE SCHEDULE
LUMINAIRE, SEE SCHEDULE
WALL SWITCH:
AT LUMINAIRE INDICATES CIRCUIT
INDICATES SWITCHING. SUBSCRIPT NUMBER
SMALL LETTER SUBSCRIPT AT SWITCH AND LUMINAIRE
FLOOD LIGHTS - AIM IN THE DIRECTION SHOWN
WITH OVERLOADS
MANUAL STARTER
MOMENTARY 3-WAY
CORROSION RESISTANT
DIMMER
KEY OPERATED
PILOT LIGHT
MS-
L-
CRE-
D-
K-
P-
MOTOR RATED
EXPLOSIONPROOF
WEATHERPROOF
FOUR WAY
THREE WAY
DOUBLE POLE
M-
EX-
WP-
4-
3-
2-
SEE SCHEDULE
STANDBY LIGHTING UNIT, SURFACE MOUNTED,
XX = FIXTURE NUMBER, SEE SCHEDULE
ARROW INDICATES EGRESS DIRECTIONAL INDICATORS,
EXIT LIGHTS - FILLED SECTION INDICATES LIGHTED FACE,
UTILITY POLE
XX
2
- GROUND FAULT CIRCUIT INTERRUPTER
- TWIST LOCK
- WEATHERPROOF
GFCI
TL
WP
LIGHTING CONTACTOR, CURRENT RATING INDICATED
3 POLE
(100/40, 100 = FRAME SIZE; 40 = TRIP RATING)
RATING INDICATED
BREAKER, SEPARATELY MOUNTED, CURRENT
LIGHTING CONTACTOR
1
1
STRIP LUMINAIRE, SEE SCHEDULE1
3
a
1
1
or
PHOTOCELLPC
POWER SYSTEM PLAN
TELEPHONE/DATA OUTLET
30
or
or
BD
or
60/40
DB
FO
XXXX
LPXXA
EX
MCC-A
GREEN GROUND WIRE.
NUMBER OF NO. 12 CONDUCTORS. CROSSHATCH WITH SUBSCRIPT "G" INDICATES
CONDUCTORS IN 3/4" CONDUIT. RUNS MARKED WITH CROSSHATCHES INDICATE
ALL UNMARKED CONDUIT RUNS CONSIST OF TWO NO. 12, ONE NO. 12 GROUND
:NOTE
G
G
[A1]
J
G
G
CS
HH
OR IDENTIFYING SYMBOL AS SHOWN.
MAJOR ELECTRICAL COMPONENT OR DEVICE - NAME
PANELBOARD - SURFACE MOUNTED
PANELBOARD - FLUSH MOUNTED
TERMINAL JUNCTION BOX
MOTOR, SQUIRREL CAGE INDUCTION
GENERATOR, VOLTAGE AND SIZE AS INDICATED.
HOME RUN - DESTINATION SHOWN
EXPOSED CONDUIT AND CONDUCTORS*
CONCEALED CONDUIT AND CONDUCTORS*
AND APPLICABLE CODE.
SIZE CONDUIT ACCORDING TO SPECIFICATIONS
CROSSHATCHES WITH BAR INDICATE NO.10 CONDUCTOR.
CONDUIT DOWN
CONDUIT UP
CONDUIT TERMINATION AT CABLE TRAY
EXISTING CONDUIT/ DUCT BANK
BUS DUCT - SEE SPECIFICATIONS
CONCRETE ENCASED CONDUIT
DIRECT BURIED CONDUIT
FIBER OPTIC CONDUIT
CODING DEFINITION
DUCT BANK NAME. SEE CIRCUIT AND RACEWAY
CONCRETE ENCASED DUCT BANK WHERE XXXX IS THE
INDICATE TYPE OF DEVICE
LETTER SYMBOLS OR ABBREVIATIONS
GENERAL CONTROL OR WIRING DEVICE.
FOR CONTROL DEVICE(S) REQUIRED.
CONTROL STATION, SEE CONTROL DIAGRAMS
3 POLE
(60/40, 60=SWITCH RATING / 40=FUSE RATING)
FUSED DISCONNECT SWITCH, CURRENT RATING INDICATED
INDICATED, 3 POLE
NONFUSED DISCONNECT SWITCH, CURRENT RATING
TRANSFORMER
CE
CONDUIT, STUBBED AND CAPPED
CONDUIT AND CONDUCTOR CALLOUT, SEE LEGEND.
LPXXA
PANELBOARD LETTER OR NUMBER
DP - DISTRIBUTION PANEL
LP - LOW VOLTAGE PANEL
FACILITY NUMBER
M
T
MAGNETIC STARTER, NEMA SIZE INDICATED
COMBINATION CIRCUIT BREAKER AND2
POWER SYSTEM PLAN
IN THIS DIVISION.
RACEWAY, CONDUCTOR,TERMINATION AND CONNECTION
CONNECTION POINT TO EQUIPMENT SPECIFIED.
DC NIC
HO
LS
ON
NTS
PY K
ES
KA
RD
C NIC
HO
LS
ON
07 53
David C.
Nic
hols
on P
E 6
0201
FOR METRIC CONDUIT SIZES USE THE FOLLOWING CONVERSION:
ENCASED, MINIMUM CONDUIT SIZE SHALL BE 1".
WHERE CIRCUITS ARE UNDERGROUND, DIRECT BURIED OR CONCRETE
ON AMPACITIES AT 75 DEGREES C.
AT 60 DEGREES C, SIZING OF CONDUCTORS #1AWG AND LARGER BASED
SIZING OF CONDUCTORS #2AWG AND SMALLER BASED ON AMPACITIES
CONDUIT SIZES ARE BASED ON THE AREA OF THWN CONDUCTORS.
FOR CABLE TYPES, SEE SPECIFICATIONS.
FILENAME: PLOT DATE: PLOT TIME:10/1/2014 6:10:17 AM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
AS
R
39.4
0IN
V.
6" P
VC
31
31
31
AS
PH
AL
T R
OA
D
TOP OF BANK
OF DITCHINV.=40.19
6 FOOT CHAINLINK FENCE
40
40
40
40
40
4141
41
41
42
42
4242
4243
PZ-1
6 FOOT CHAIN
LINK FENCE
35
35
35
+
+
++
++14
73
37.9
4
+
+
+
+
+
+1474
38.0
3
+
+
+
+
++12
25
38.14
+
+
+
+
++
+
+
+
+
++
++
++
++
++12
26
39.4
0
++
+
+
+
+
+
+
+
+
+
+
+
+
+
40
40
40
+
+
+
+
+
+
+
+
+
+
+
+
++
++
+
+
+
+
+
+
+
+
+
+
+
+
++
++14
75
40.6
9
++12
24
40.7
0
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
++
+
+
+
++
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+1472
41.22
+1472
41.22
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
++
+
+
+
+
+
+
+
+
+
++ +
+
+
+
+
+
+
+
+
41
+
+ +++ +
+
+
+
+
+
+
+
++
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
++
+
+
+
++
+
+ +
+
+
+
+ +
+
+
++
++
+
+
+ +
+
+
++
+
+++
+
+
+
+
+
+
+
++
+
4142
+
+
++
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
++
+
+
+
+
++
++
++
++
+
++
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
++
++
+
+
+
+
+
+
+
+
+
+
+
+
++
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
++
+
++
+
++
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
L
+
+
+
+
+
+
+
+
+
+
+
+
+ST
+ST
+
+
+
+
+
+
+
+
+
++ +
+ L
+
+
+
L
+
+
+
L
+
+
L
+
+ +++ +
+
+
+
+
+
+
+
++
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
++
+
+
+
++
+
+ +
+
+
+
+
+ +
+
+
++
+++
+
+
+ +
+
+
++
+
+++
+
+
+
+
+
+
+
++
+
PA
LM
S
2-10"
& 1-8"
HA
RD
WO
OD
S
2-4"
3",1
0",1
2" P
AL
MS
10"P
AL
M
PA
LM
S
8"
& 10"
PA
LM
S
2-10"
TO
P
WA
LL 58.3
9
CH
AN
NE
L 53.3
9
BO
TT
OM O
F IN
FL
UE
NT
55.4
5
TO
P O
F T
RO
UG
H
56.5
3
WA
TE
R S
UR
FA
CE
58.1
2
FINIS
HE
D F
LO
OR
44.0
5
FINIS
HE
D F
LO
OR
43.3
0
FINIS
HE
D F
LO
OR
60.5
4
FINIS
HE
D F
LO
OR
62.9
9
TO
P O
F I-
BE
AM
61.3
4
TO
P O
F
WA
LL
60.3
8
SO
UT
H SID
E O
F R
EA
CT
OR
TO
P O
F
WA
LL
TO
P O
F G
RA
TE 63.1
7
TO
P O
F I-
BE
AM 63.0
4
61.4
5
PO
RTIO
N O
F
WA
LL
T
OP O
F E
LE
V.
60.4
3
RE
AC
TO
R #3
TO
P N
OR
TH
WA
LL
TO
P O
F G
RA
TE 63.1
7
TO
P O
F I-
BE
AM 63.0
3
60.4
2
RE
AC
TO
R #2
TO
P S
OU
TH
WA
LL
39.4
0
IN
V.
6" P
VC
IN
V.
SO
UT
H 30.4
IN
V.
N'W
ES
T 34.2
IN
V.
WE
ST 30.4
IN
V.
EA
ST 30.6
5
IN
V.
NO
RT
H 30.7
IN
V.
WE
ST 34.1
IN
V.
12" P
VC 40.9
5
VA
LV
E PIT
AS
R-2
AS
SE
MB
LY
CO
NT
RO
L V
AL
VE
2-12"P
AL
MS
PROPERTY LINE
1195
37.68
1193
37.85
1473
37.94
1219
38.01
1469
1474
1217
38.03
38.03
38.03
1470
38.09
1215
38.12
1457
38.13
1462
1225
38.14
38.14
1466
38.15
1221
1223
38.16
38.16
1465
38.19
1461
38.23
1454
1458
38.47
38.47
1326
38.60
1453
38.62
1416
38.85
1486
38.91
1448
38.921449
38.93
1447
145039.13
39.13
1410
39.35
1411
39.39
1226
39.40
1443
39.45
1442
39.46
1409
39.49
1414
39.51
1412
39.61
1444
1413
39.64
39.64
1441
39.67
1415
39.69
1488
39.78
1095
39.87
1437
1487
39.94
39.94
1016
39.95
1436
39.99
40
40
40
40
40
40
40
40
40
40
40
40
1017
40.01
1118
40.03
1485
40.11
1009
40.14
1028
40.16
1438
40.17
1464
1435
40.19
40.19
1214
40.20
1120
40.23
1455
40.27
1460
40.28
1117
40.29
1121
40.30
1430
40.321431
40.33
1427
40.34
1004
40.35
1459
1003
1008
1119
40.36
40.36
40.36
1456
40.44
1451
40.46
1471
1496
1429
1029
40.47
40.47
40.47
40.47
1432
40.48
1463
40.54
1467
40.60
1475
40.69
1224
40.70
1468
40.71
1480
40.74
1493
40.75
1243
40.81
1481
1094
40.84
40.84
ASPHALT
1218
40.85
1489
1093
1350
40.89
40.89
1484
40.91
1351
40.94
1426
40.95
1244
40.96
1479
41.01
1476
1397
41.03
1490
41.04
1220
1483
41.05
41.05
1477
1482
1245
1248
1396
41.07
41.07
41.07
41.07
1478
13991398
41.0841.08
1371
41.09
1192
1194
1240
41.10
41.10
41.10
1192
1194
41.10
41.10
1247
41.11
1494
1216
1091
1241
41.12
41.12
41.12
41.12
1491
41.14
1092
1405
41.15
1366
1502
1246
41.16
41.16
41.16
1500
41.17
1452
1492
1250
41.18
41.18
41.18
1501
1255
41.19
41.19
CO
NC
RE
TE
1222
1242
41.20
41.20
1445
41.21
1472 1256
1353
41.22 41.22
41.22
1472
41.22
1122
41.23
1506
149941.25
41.25
1364
41.28
1367
1497
1232
1096
41.29
41.29
41.29
41.29
1504
41.31
1231
41.32
1440
41.33
1090
41.36
1097
1230
41.37
41.37
1365
41.38
1505
41.401446
1498
1352
41.42
41.42
41.42
1237
41.47
1361
41.49
1238
41.52
1363
1236
41.55
41.55
1324
37.15
1239
41.56
1227
41.57
1228
41.62
1001
41.67
1362
1116
41.69
41.69
1360
41.71
1229
41.76
1495
41.81
1425
41.84
1123
41.85
1421
1424
41.88
41.881423
41.89
1422
41.90
1103
41.91
1420
41.92
1323
37.52
1099
41.93
1368
1115
41.94
41.941101
41.95
1439
1105
41.97
41.97
1369
42.05
11141136
42.07 42.07
11371139
42.0842.08
1138
42.09
1098
42.14
1124
42.15
1434
42.18
1370
42.19
7 42.21
1141
42.22
1104
42.23
1140
42.26
1142
42.28
1102
42.29
1143
42.38
1325
38.01
1100
42.43
1125
42.50 1144
42.51 1147
42.52
1002
42.54
GRASS
1235
1145
42.55
42.55
1233
1149
1146
42.56
42.56
42.56
1322
38.16
1234
42.58
1126
42.61
1148
112842.62
42.62
1127
42.63
1433
42.65
1150
42.691129
42.76
1131
42.79
1130
42.86
4 42.88
1133
42.89
1135
42.91
1257
42.98
1151
42.99
1326
38.60
ASPHALT
1180
43.02
1132
43.04
1134
43.09
1181
43.13
1272
43.15
CONCRETE
1272
1270
1259
43.16
43.16
1271
43.17
1258
43.22
1428
43.23
1179
43.30
1354
43.81
1355
43.96
1178
44.05
AS
PH
ALT
N 9558.1
6 E 10713.6
1 P
K N
AIL
E
L 42.2
1
N 8907.9
8
1171
53.391173
55.45
1174
56.53
1177
57.99
WALKWAY11751176
58.1258.12
1172
58.38
1170
58.39
1185
60.38
1190
60.421188
60.43
1182
60.54
1184
61.341187
61.45
1183
62.99
1189
63.031186
63.04
1" = X'
005-C-2001_493566.dgn
N
R M
OR
RIS
ON
C-01
R M
OR
RIS
ON
CIVIL
0 30 60 90
Scale In Feet
BLDG
CHEMICAL
EXISTING
BLDG
FILTER
EXISTING
BLDG
ELECTRICAL
EXISTING
BASIN
RECARB
EXISTING
DITCH
EXISTING
OV
ER
ALL P
LA
N
CONTACT CHAMBER
EXISTING CHLORINE
WITH PLANT STAFF.
COORDINATE LOCATION
AND STOCKPILE AREA.
CONTRACTOR STAGING
APPROXIMATE LIMITS OF
WITH PLANT STAFF.
COORDINATE LOCATION
AND STOCKPILE AREA.
CONTRACTOR STAGING
APPROXIMATE LIMITS OF
A M
AL
ON
ER M
OR
RIS
ON
08 53
Ric
hard T
ho
mas M
orris
on P
E 6
7713
ELE
VA
TE
D W
AL
KW
AY
CLARIFIER 1
REACTOR
EXISTING
CLARIFIER 2
REACTOR
EXISTING
CLARIFIER 3
REACTOR
EXISTING
EXISTING STRUCTURES
LIMITED ACCESS BETWEEN
NOTE 1
12" PVC CULVERT,
PROTECT EXISTING
DWGS. NOTE 1.
STRUCTURAL
WALKWAY. SEE
NEW ELEVATED
AND STAIRS
WALKWAY
OVERHEAD
EXISTING
TO AVOID DAMAGE TO BURIED UTILITIES.
PRIOR TO EXCAVATION. ONLY HAND DIGGING IS ALLOWED
CONTRACTOR SHALL VERIFY THE LOCATION OF BURIED UTILITIES1.
NOTES:
FILENAME: PLOT DATE: PLOT TIME:9/30/2014 3:33:56 PM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
1" = X'
T L
OO
SE
DE
MO
LITIO
N
PLAN1/16"=1'-0"
N
A
DE
MO
LITIO
N P
LA
N
D-01
010-D-2001_493566.dgn
ASECTION1/2"=1'-0"
NOTE 1
SHEET D-02
SEE ENLARGED PLAN
D-03
1
D-03
D-03
2
3
R K
OE
KE
MO
ER
NOTE 1 & 2
M C
HR
ZA
NO
WS
KI
R K
OE
KE
MO
ER
09 53
Rocco D
eVilliers K
oeke
moer P
E 7
6468
ELE
VA
TE
D W
AL
KW
AY
NOTE 3
FOUNDATIONS
SUPPORT FRAMING, AND
ELEVATED WALKWAY,
REMOVE AND REPLACE
CLARIFIER 1
REACTOR
EXISTING
CLARIFIER 2
REACTOR
EXISTING
CLARIFIER 3
REACTOR
EXISTING
REMOVE SIDEWALK
CLARIFIER #1 AND #2.
PROVIDE TEMPORARY SUPPORT FOR EXISTING STAIRS FROM REACTOR 3.
DRAWINGS.
PLACE. CABLE TRAYS TO BE REMOVED AND REPLACED. REFER TO ELECTRICAL
EXISTING ELECTRICAL INSTRUMENTATION AND CONTROL CONDUIT TO REMAIN IN2.
FULLY OPERATIONAL AT ALL TIMES.
& CONTROL CONDUIT AND CHEMICAL LINES, DURING WORK. PLANT SHALL REMAIN
PROVIDE TEMPORARY SUPPORT FOR EXISTING ELECTRICAL INSTRUMENTATION1.
NOTES:
BLDG
CHEMICAL
EXISTING
FILTER BLDG
EXISTING
CONTACT CHAMBER
EXISTING CHLORINE
BASIN
RECARB
EXISTING
BLDG
ELECTRICAL
EXISTING
STAIRS
EXISTING
REMOVE
AT SLUDGE PUMPING PIT
ELEVATED CONCRETE SLAB
REMOVE AND REPLACE
PUMPING PIT
STAIR IN SLUDGE
EQUIPMENT ACCESS
REMOVE AND REPLACE
FILENAME: PLOT DATE: PLOT TIME:10/1/2014 5:53:14 AM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
DN.UP
1" = X'
T L
OO
SE
DE
MO
LITIO
N
1/4"=1'-0"
N
D-02
010-D-2002_493566.dgn
DE
MO
LITIO
N E
NL
AR
GE
D P
LA
N
ENLARGED PLAN
A
ASECTIONNTS
AN
D S
EC
TIO
N
CH
EMIC
AL B
UIL
DIN
G
R K
OE
KE
MO
ER
1NTS
PHOTO
1
M C
HR
ZA
NO
WS
KI
R K
OE
KE
MO
ER
10 53
Rocco D
eVilliers K
oeke
moer P
E 7
6468
CONCRETE SLAB
REMOVE ELEVATED
AND RAILING
REMOVE STAIRS
SEE D-01 FOR WALKWAY DEMOLITION
FILLED METAL DECK
EXISTING ELEVATED CONCRETE
INTERMEDIATE CONCRETE LANDING.
AND HANDRAIL. REFURBISH EXISTING
DEMOLISH EXISTING STAIRS, RAILING,
AND SLABS PRIOR TO DEMOLITION, TYP
STRUCTURE INCLUDING WALLS, BEAMS,
SHORING, AND BRACING FOR EXISTING
WALL. PROVIDE TEMPORARY SUPPORT,
DEMOLITION OF SLAB WILL DESTABILIZE
AND SLABS PRIOR TO DEMOLITION, TYP
STRUCTURE INCLUDING WALLS, BEAMS,
AND BRACING FOR EXISTING
TEMPORARY SUPPORT, SHORING,
EXISTING STEEL BEAMS. PROVIDE
SELECTIVE REMOVAL AND REPAIR OF
GRATING
EXISTING
REUSE
STRUCTURE AND ARCHITECTURAL COMPONENTS.
PROVIDE TEMPORARY SHORING AND BRACING FOR EXISTING
EXISTING LEDGER ANGLE ABOVE DOOR TO BE REPLACED.1.
NOTES:
NOTE 1 INFORMATION
ARCHITECTURAL FOR ADDITIONAL
SUPPORT ANGLE AND FASTENERS. SEE
REMOVE EXISTING ELEVATED WALKWAY STEEL FRAMING, TYP
NOT DAMAGE EXISTING
SLAB TO BE REMOVED. DO
SAW CUT ALONG EDGE OF
FILENAME: PLOT DATE: PLOT TIME:10/1/2014 11:30:45 AM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
DN.UP
1" = X'
T L
OO
SE
DE
MO
LITIO
N
AN
D D
ET
AIL
S
DE
MO
LITIO
N S
EC
TIO
NS, P
HO
TO
S,
D-03
010-D-3001_493566.dgn
1PHOTONTS
D-01
2PHOTONTS
D-01
3PHOTONTS
D-01
R K
OE
KE
MO
ER
M C
HR
ZA
NO
WS
KI
R K
OE
KE
MO
ER
11 53
Rocco D
eVilliers K
oeke
moer P
E 7
6468
ELE
VA
TE
D W
AL
KW
AY
TYP 2 SETS OF STAIRS
FOR EXISTING STAIR TO REMAIN,
PROVIDE TEMPORARY SUPPORT
NOTE 1
EXISTING CABLE TRAYS,
REMOVE AND REPLACE
NOTE 1
ADDITIONAL INFORMATION,
SEE ELECTRICAL FOR
NOTE 1
FOR ADDITIONAL INFORMATION,
SEE PROCESS MECHANICAL
TO REMAIN IN PLACE. REFER TO ELECTRICAL DRAWINGS.
EXISTING ELECTRICAL AND INSTRUMENTATION & CONTROL CONDUIT2.
ALL TIMES.
DURING WORK. PLANT SHALL REMAIN FULLY OPERATIONAL AT
INSTRUMENTATION & CONTROL CONDUIT AND CHEMICAL LINES,
PROVIDE TEMPORARY SUPPORT FOR EXISTING ELECTRICAL AND1.
NOTES:
FILENAME: PLOT DATE: PLOT TIME:10/1/2014 5:53:17 AM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
+
INV.
12" P
VC 4
0.95
1426
40.95
B T
RA
UT
WEIN
A D
OLS
AK
1" = X'
020-A-2001_493566.dgn
1/8"=1'-0"
A-01
A C
OU
LLLIA
S
AR
CHIT
EC
TU
RA
L
ELE
VA
TE
D W
AL
KW
AY
BLDG
ELECTRICAL
BASIN
RECARB
BLDG
CHEMICAL
BLDG
FILTER
N
A
A1/2"=1'-0"
X'
94'
LEGEND:
1ENLARGED LOWER PLAN3/8"=1'-0"
1
DISTANCE TO EXIT IN FEET)
TRAVEL DISTANCE (X = TOTAL
BLDG
CHEMICAL6'-0" SLOPE
1:12 MAX
9'-8"
6'-0"
7'-8"
CABLE TRAYS
SEE ELECTRICAL DWGSLIGHT FIXTURE
DWGS
SEE STRUCTURAL
ALUM GUARDRAIL,
DWGS
SEE STRUCTURAL
ELEVATED WALKWAY
B
A-02
C
A-02
12 53
Ada
m N.
Dolsak A
R 9
2469
A D
OLS
AK
PL
AN A
ND D
ET
AIL
S
CLARIFIER 1
REACTOR
EXISTING
CLARIFIER 2
REACTOR
EXISTING
DEMOLITION NOTES:
RENOVATION NOTES:
DOOR NOTES:
4.
3.
2.
1.
13.
12.
11.
10.
9.
8.
7.
6.
5.
1 SET WEATHERSTRIP
1 THRESHOLD
1 CLOSER
LOCKS AS REQUIRED BY OWNER)
1 EXIT DEVICE (RIM TYPE) (WITH CYLINDER FOR KEYING TO OTHER
1 1/2 PAIR BUTTS
HARDWARE: MATCH EXISTING DOOR HARDWARE MANUFACTURERS
SEE SPECIFICATION SECTION 08 11 16
SINGLE FLUSH ALUMINUM DOOR AND FRAME TO MATCH EXISTING
DOOR: 101B
1 SET WEATHERSTRIP
1 THRESHOLD
2 FLOOR STOPS AND HOLDERS
2 CLOSERS
KEYING TO OTHER LOCKS AS REQUIRED BY OWNER).
2 EXIT DEVICES (VERTICAL ROD TYPE) (WITH CYLINDERS FOR
3 PAIR BUTTS
HARDWARE: MATCH EXISTING DOOR HARDWARE MANUFACTURERS
SEE SPECIFICATION SECTION 08 11 16
PAIR FLUSH ALUMINUM DOORS AND FRAME TO MATCH EXISTING
DOOR: 101A
101
A
101
B
8'-0" 5'-0"
15.
14.
CONSTRUCTION
SEE S-08 FOR STAIR
ALUM DECK
ALUM FASCIA
BEAMALUM
IN CANOPY COLUMNS
EACH DRAIN OPENINGS
ALUM DOWNSPOUTS AT
LOCATION
EACH DOWNSPOUT
SPLASHBLOCKS AT
PRECAST CONCRETE
± 2
3'-10"
FOR PLANS
SEE DWG A-03
CONCRETE RAMP
CHEMICAL BLDG CORRIDOR
ELEVATION TO MATCH
CONCRETE LANDING
SEE NOTE 8
ALTERNATIVE 1,
ADDITIVE
CANOPY
ALUMINUM
EXTENT OF ALUMINUM CANOPY
FOR CLARITY. SEE S-01 FOR
ALTERNATIVE 1, NOT SHOWN
ALUMINUM CANOPY, ADDITIVE
OVERALL UPPER PLAN
1 THRU 7
OUTWARD SEE KEY NOTES
UPPER DOORS TO SWING
REINSTALL LOWER AND
TRENCH GRATING
REMOVE DEBRIS THAT WILL NOT BE RE-INSTALLED AND DISPOSE OF OFF SITE.
TO MATCH EXISTING.
DURING DEMOLITION SHALL BE REPLACED WITH NEW ITEMS OR MATERIALS
IF ANY ITEMS OR MATERIALS MEANT TO REMAIN/REUSED ARE DAMAGED
MATERIALS TO REMAIN.
TEMPORARY SHORING AND BRACING REQUIRED TO SUPPORT EXISTING
AS REQUIRED FOR REMOVAL OF CORRODED STEEL LEDGER ANGLE. PROVIDE
REMOVE FOUR COURSES OF EXISTING BRICK VENEER ABOVE LOWER DOOR
ANGLE. DO NOT DAMAGE DOOR AND FRAME TO BE RE-INSTALLED.
ASSOCIATED HARDWARE FOR REPLACEMENT OF CORRODED STEEL LEDGER
REMOVE EXISTING AND STORE LOWER LEVEL ALUMINUM DOOR AND FRAME AND
FLOORING AND SPECIFICATION SECTION 09 67 00.
INSTALL SEAMLESS EPOXY FLOORING. SEE DRAWING A-03 FOR LIMITS OF NEW
SECTION 09 90 00. SEE DWG A-03 FOR LIMITS.
PAINT EXISTING WALLS INSIDE THE CHEMICAL BUILDING PER SPECIFICATION
SECTION 09 90 00.
PAINT NEW AND EXISTING ELECTRICAL CONDUIT. SEE SPECIFICATION
EXISTING MORTAR COLOR AND PROFILE.
EXTERIOR WALLS THAT ARE MISSING MORTAR CRACKED OR DAMAGED TO MATCH
RE-JOINT EXISTING BRICK VENEER MORTAR JOINTS ON THE CHEMICAL BUILDING
WITH BLEACH SOLUTION AND PRESSURE WASH WITH POTABLE WATER.
CLEAN EXTERIOR BRICK VENEER AND MORTAR JOINTS OF CHEMICAL BUILDING
COORDINATED WITH EXISTING CONDITIONS AND STRUCTURAL MEMBERS.
CANOPY COLUMN LOCATION AT EXISTING REACTOR CLARIFIER WALKWAYS TO BE
CANOPY COLUMN LOCATION SHALL MATCH NEW ELEVATED WALKWAY COLUMNS.
PRE-ENGINEERED ALUMINUM CANOPY SEE SPECIFICATION SECTION 13 34 50.
SECTION 07 92 01.
SEAL DOOR FRAME WEATHER-TIGHT WITH SEALANT AS SPECIFIED IN
RE-INSTALL ALUMINUM DOOR AND FRAME (SWING DOOR OUT OF BUILDING) AND
SECTION 09 90 00 FOR PAINT SYSTEM DESCRIPTION.
PAINT STEEL LEDGER ANGLE WITH PAINT SYSTEM NO. 5. SEE SPECIFICATION
VENEER AS REQUIRED TO MATCH EXISTING.
REPLACE EXISTING STEEL LEDGER ANGLE TO MATCH EXISTING. REPLACE BRICK
REQUIRES ADDITIONAL WORK.
FRAME. CONTACT ENGINEER OR ARCHITECT IF THE CONDITION OF THE OPENING
REPAIR THE OPENING AS REQUIRED FOR INSTALLATION OF NEW DOOR AND
FRAME.
FIELD VERIFY HEIGHT AND WIDTH OF EXISTING OPENING TO SIZE THE DOOR AND
SECTION
FILENAME: PLOT DATE: PLOT TIME:10/1/2014 10:56:40 AM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
DN.
UP
B T
RA
UT
WEIN
A D
OLS
AK
1" = X’
020-A-2002_493566.dgn
A-02
A C
OU
LLLIA
S
AR
CHIT
EC
TU
RA
L
ELE
VA
TE
D W
AL
KW
AY
B3"=1’-0"
INTERIOR EXTERIOR
ALUMINUM CANOPY
COUNTER FLASHING
SHEET METAL
FLASHING
SHEET METAL
BRICK VENEER
EXISTING
MASONRY REGLET
1’-4"
WALL SECTION
EXISTING CMU WALL
C3"=1’-0"
WALL SECTION
DOOR SILL THRESHOLD
13 53
Ada
m N.
Dolsak A
R 9
2469
A D
OLS
AK
SEE NOTE ON A-01REPLACEMENT, REMOVED FOR LINTEL NEW BRICK VENEER
BEYOND JAMBSSEALANT - EXTEND 8"W/END DAMS, SET INTHRU-WALL FLASHING
AND BASESEAMLESS EPOXY FLOORING
HEAD/JAMB
DOOR
EXTERIOR INTERIOR
DWGS
SEE STRUCTURAL
ELEVATED WALKWAY,
SEE STRUCTURAL
METAL DECK,
CONCRETE FILLED
WALKWAY
ELEVATED
TOP OF
OF WALKWAY
TOP AND SIDES
CONTINUOUS
AND SEALANT,
BACKER ROD
WEEPS 16" O.C.
AND FRAME RE-INSTALLEDEXISTING LOWER ALUM DOOR
INSIDE AND OUTSIDE OF DOOR
SEALANT, TYP
AND BASE
SEAMLESS EPOXY FLOORING
OF WALKWAY
TOP AND SIDES
CONTINUOUS
AND SEALANT,
BACKER ROD
1 1/2 "
SE
CTIO
NS
GRATING
EXISTING
AND DRIP, NOTE 1
W/ INTEGRAL GRATING SUPPORT
FABRICATED CLOSURE PLATE
PL 1/2", TYP
GRATING SUPPORT IS NOT CONTINUOUS.
CONDITIONS PRIOR TO FABRICATION. INTERGRAL
CONTRACTOR TO COORDINATE EXISTING1.
NOTES:
1DETAIL
A-03
1/2 " T
YP
@ 1’-0" O.C., TYP
5/8" DIA SST BOLT
NTS
4 1/2 "
JOINT, TYP4" FROM MORTAR 16" O.C. LOCATE MINANCHOR - 1/2" DIA @HIT HY 150 ADHESIVEL6x3 1/2x5/16 W/ HILTI
FILENAME: PLOT DATE: PLOT TIME:2014\10\01 1:49:40 PM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
1" = X'
1/4"=1'-0"
N
A-03
020-A-2003_493566.dgn
CH
EMIC
AL B
UIL
DIN
G
1/4"=1'-0"N
EL 57.86
T/O CONC
EL 50.67
LANDING
EXISTING
UPPER PLANLOWER PLAN
NOTES:
UP
PE
R A
ND L
OW
ER P
LA
NS
AR
CHIT
EC
TU
RA
L
A D
OLS
AK
A C
OU
LLLIA
SA D
OLS
AK
B T
RA
UT
WEIN
FINISHED
EL 58.00
FINIS
H P
LA
NS
SECTION 09 67 00
FLOORING. SEE SPEC
SEAMLESS EPOXY
SECTION 09 67 00
FLOORING. SEE SPEC
SEAMLESS EPOXY
5314
Ada
m N.
Dolsak A
R 9
2469
32'-3" FIE
LD V
ERIF
Y
8'-0" FIELD VERIFY
48'-9" FIE
LD V
ERIF
Y
18'-5" FIE
LD V
ERIF
Y
7'-3" FIELD VERIFY8'-0" FIELD VERIFY
NOTE 3
NOTE 3
IDENTIFIED.
PAINT EXISTING WALLS ALONG PERIMETER OF AREAS3.
QUARRY TILE ELEVATION.
THE FINISH FLOOR ELEVATION MATCHES EXISTING
LOWER LEVEL ON THICK SET EPOXY MORTAR BED SO
INSTALL SEAMLESS EPOXY FLOORING ON UPPER AND 2.
FLOORING MANUFACTURERS REQUIREMENTS.
SUBSTRATE ACCORDING TO SEAMLESS EPOXY
FLOORING ON LOWER LEVEL. PREPARE CONCRETE
COMPLETELY IN AREAS TO RECEIVE SEAMLESS EPOXY
REMOVE EXISTING QUARRY TILE AND MORTAR BED 1.
DETAILS
FOR STAIR
SEE S-09
SEAMLESS EPOXY FLOORING
1
A-02
FILENAME: PLOT DATE: PLOT TIME:10/1/2014 10:56:33 AM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
1" = X'
T L
OO
SE
ST
RU
CT
UR
AL
020-S-2001_493566.dgn
R K
OE
KE
MO
ER
S-01
R K
OE
KE
MO
ER
OV
ER
ALL P
LA
N
OVERALL PLAN3/32"=1'-0"
WALKWAY PLANS S-03
FOR CHEMICAL BLDG
FOR WALKWAY PLANS S-02
B
S-04
B
S-04
S-04
DD
S-04
S-04
A
S-04
A
N
FOR STAIR PLANS S-08
M C
HR
ZA
NO
WS
KI
15 53
Rocco D
eVilliers K
oeke
moer P
E 7
6468
ELE
VA
TE
D W
AL
KW
AY
CLARIFIER 1
REACTOR
EXISTING
CLARIFIER 2
REACTOR
EXISTING
CLARIFIER 3
REACTOR
EXISTING
NOTE 3
ADDITIVE ALTERNATE 2,
ALUMINUM CANOPY,
CHEMICAL BLDG
EXISTING
FILTER BLDG
EXISTING
NOTE 1
ADDITIVE ALTERNATE 1,
ALUMINUM CANOPY,
NOTE 2
ADDITIVE ALTERNATE 1,
ALUMINUM CANOPY,NOTE 2
ADDITIVE ALTERNATE 1,
ALUMINUM CANOPY,
NOTE 2
ADDITIVE ALTERNATE 1,
ALUMINUM CANOPY,
ENGINEER REGISTERED IN THE STATE OF FLORIDA.
PRE-ENGINEERED ALUMINUM CANOPY DESIGN, SHOP DRAWINGS, AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL4.
MECHANISM SUPPORT STRUCTURE
BE LATERALLY STABLE IN TWO DIRECTIONS. CANOPY WIDTH AND HEIGHT SHALL MATCH CANOPY SUPPORTED BY EXISTING REACTOR CLARIFIER
ADEQUATE TO SUPPORT ADDITIONAL LOADING FROM CANOPY AND DESIGN OF COLUMN CONNECTIONS TO EXISTING STRUCTURE. CANOPY SHALL
SHALL BE DESIGNED AS A PINNED CONNECTION. ALUMINUM CANOPY DESIGN SHALL ALSO INCLUDE VERIFICATION THAT EXISTING STRUCTURE IS
COORDINATE ALUMINUM CANOPY COLUMN LOCATIONS WITH EXISTING STRUCTURE. CANOPY COLUMN CONNECTIONS TO EXISTING STRUCTURE
PRE-ENGINEERED ALUMINUM CANOPY SHALL BE DESIGNED TO SPAN GAP BETWEEN REACTOR CLARIFIER #2 AND REACTOR CLARIFIER #3.3.
SURFACE SHALL MATCH CANOPY SUPPORTED ON ELEVATED WALKWAY STRUCTURE.
ADDITIONAL LOADING FROM CANOPY AND DESIGN OF COLUMN CONNECTION TO EXISTING STRUCTURE. CANOPY CLEAR HEIGHT ABOVE WALKING
PINNED CONNECTION. ALUMINUM CANOPY DESIGN SHALL ALSO INCLUDE VERIFICATION THAT EXISTING STRUCTURE IS ADEQUATE TO SUPPORT
CANOPY COLUMN LOCATIONS WITH EXISTING STRUCTURE. CANOPY COLUMN CONNECTIONS TO EXISTING STRUCTURE SHALL BE DESIGNED AS A
PRE-ENGINEERED ALUMINUM CANOPY SUPPORTED BY EXISTING REACTOR CLARIFIER MECHANISM SUPPORT STRUCTURE. COORDINATE ALUMINUM2.
ALUMINUM CANOPY DESIGN SHALL INCLUDE DESIGN OF COLUMN CONNECTION TO ELEVATED WALKWAY STRUCTURE.
COLUMN LOCATIONS. CANOPY COLUMN CONNECTIONS TO ELEVATED WALKWAY STRUCTURE SHALL BE DESIGNED AS A PINNED CONNECTION.
PRE-ENGINEERED ALUMINUM CANOPY SUPPORTED BY NEW ELEVATED WALKWAY. CANOPY COLUMN LOCATIONS SHALL MATCH ELEVATED WALKWAY1.
NOTES:
FILENAME: PLOT DATE: PLOT TIME:10/1/2014 5:53:08 AM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
8'-0"
8'-0"
19'-0" ±
19'-0" ±
1'-0"
96'-9" (NOTE 2 AND 3)
STEEL FRAME 6 SP (MAX 16'-6") MATCH EXISTING STEEL FRAME 4 SP (MAX 16'-6") MATCH EXISTING
64'-0" (NOTE 2 AND 3)
STEEL FRAME 6 SP (MAX 16'-6") MATCH EXISTING
96'-9" (NOTE 2 AND 3) 64'-0" (NOTE 2 AND 3)
STEEL FRAME 4 SP (MAX 16'-6") MATCH EXISTING
1" = X'
T L
OO
SE
ST
RU
CT
UR
AL
020-S-2002_493566.dgn
BLDG
CHEMICAL
BLDG
FILTER
R K
OE
KE
MO
ER
S-02
R K
OE
KE
MO
ER
LOWER PLAN1/8"=1'-0"
UPPER PLAN1/8"=1'-0"
N
BLDG
FILTER
BLDG
ELECTRICAL
BLDG
CHEMICAL
N
A
S-04
1'-9"
6'-0"
2'-4"
BASIN
RECARB
A G H M
1
2
A G H M
1
2
PIT PLAN S-05
SEE ENLARGEDSEE FOUNDATION PLAN S-06
E
S-05
F
S-05
F
S-05
D
S-04
D
S-04
A
S-04
SEE WALKWAY PLAN S-06
S-07 TYP 2 LOCATIONS
FRAME BRACING SEE
9"
2'-0"
3'-3"
1'-0"
1'-0"
9"
2'-0"
1'-8"
SEE END OF WALKWAY PLAN S-06
S-05
F
F
S-05
WALKWAY PLANS S-03
FOR CHEMICAL BLDG
G
S-07
SEE STAIR PLANS S-08
SEE STAIR PLANS S-08
EXCEPT AT G, SEE NOTE 3 EXCEPT AT H, SEE NOTE 3
4'-6"4'-4"
EXCEPT AT G, SEE NOTE 3 EXCEPT AT H, SEE NOTE 3
4'-4" 4'-6"
0512-056
BLDG
ELECTRICAL
M C
HR
ZA
NO
WS
KI
16 53
Rocco D
eVilliers K
oeke
moer P
E 7
6468
ELE
VA
TE
D W
AL
KW
AY
UP
PE
R A
ND L
OW
ER P
LA
NS
CLARIFIER 1
REACTOR
EXISTING
CLARIFIER 2
REACTOR
EXISTING
CLARIFIER 1
REACTOR
EXISTING
CLARIFIER 2
REACTOR
EXISTING
3'-5"
6'-0"
5'-0"
COLUMNS, TYP 9 LOCATIONS
SPACED EVENLY BETWEEN
CONTROL JOINT 0315-192
CONNECTION
BEAM TO WALL
TYP 2 PLCS
ADDITIONAL INFORMATION
SEE PROCESS FOR
PIPE PENETRATION
SLOPE
1:12 MAX
9"
13'-7" 4'-0"
1/2" PJF
1/2" PJF
TYP
AT 10'-0" OC,
6" DIA DRAIN
FIELD VERIFY EXISTING STRUCTURES DIMENSIONS.2.
AND S-10 THROUGH S-15 FOR STANDARD DETAILS
SEE DRAWING G-04 FOR ADDITIONAL INFORMATION1.
NOTES:
TOP OF CONCRETE SHALL MATCH EXISTING CONCRETE ELEVATION.4.
TO WALL REFER TO ENLARGE PIT PLANS S-05.
SUPPORTED ON PIT WALL TO BE RELOCATED ADJACENT
EXCEPT AT COLUMN LINES G AND H. EXISTING COLUMNS
NEW STEEL COLUMN LOCATION TO MATCH EXISTING3.
1/2" PJF
ELEVATION
INTERIOR CORRIDOR
T/CONC SHALL MATCH
CONCRETE LANDING
NOTE 4
EL +/- 43.33
T/CONC
WALKWAY
CONCRETE
CHANGE IN
SLOPE
WALKWAY
IN CONCRETE
SLOPE CHANGE
NOTE 4
EL +/- 44.00
T/CONC
NOTE 4
EL +/- 43.33
T/CONC
0315-192
CONTROL JOINT
+/- 188'-7" (NOTE 2 AND 3)
DECK
GALV METAL
BASIN
RECARB+/- 9'-4"
BEEN CONSTRUCTED
AFTER CONCRETE DECK HAS
PERFORM WORK. RECONNECT
LADDER AS REQUIRED TO
STORE RECARB ACCESS
TEMPORARILY REMOVE AND
EL 58.00
T/CONC HPT
AT FILTER BLDG.
CONCRETE CORBEL
ON EXISTING 4" X 6"
SUPPORT METAL DECK
TYP1'-0",
LOCATION
INFORMATION AT THIS
FOR ADDITIONAL
SEE PROCESS MECH
FILENAME: PLOT DATE: PLOT TIME:10/1/2014 5:53:11 AM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
1" = X'
T L
OO
SE
ST
RU
CT
UR
AL
1/4"=1'-0"
N
S-03
020-S-2003_493566.dgn
CH
EMIC
AL B
UIL
DIN
G
1/4"=1'-0"N
R K
OE
KE
MO
ER
C
S-04
W 8X10
W 8X10
W 8X10
W 8X10
W 8X10
W 8X10
UP UP
SEE STAIR PLANS S-09
UPPER PLANLOWER PLAN
16'-6"
8'-0"
2
S-06
MA
X 6'-0" (N
OT
E 1)
NOTES:
C 8X11.5
8 1/2 "
5 E
QL S
PA
CE
S = 2
8'-0"
3'-6"
0551-071
0552-001 TYPE "C"
M C
HR
ZA
NO
WS
KI
R K
OE
KE
MO
ER
17 53
Rocco D
eVilliers K
oeke
moer P
E 7
6468
UP
PE
R A
ND L
OW
ER P
LA
NS
CONC RAMP SEE S-02
0552-004
EL 57.50, TYP
T/O BEAM
DOORWAY
BRICK VENEER AT
TO INSIDE FACE OF
EXTEND METAL DECK
0551-071
0552-001 TYPE "C"
0552-004
TYP, NOTE 2
BEAM REPAIR
TYP, NOTE 2
BEAM REPAIR
ELEVATION
TOP OF FINISH FLOOR SHALL MATCH EXISTING FLOOR3.
BE ASSUMED TO BE TOTAL 20'-0" LONG.
HAS BEEN REMOVED. APPROXIMATE REPAIR SHALL
ENGINEER AFTER EXISTING ELEVATED WALKWAY
EXTENT OF BEAM REPAIR SHALL BE AS DIRECTED BY2.
AND LOCATE NEW BEAMS AS REQUIRED.
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS1.
PAN STAIRS
CONC FILLED METAL
0552-003
0552-003
PAN STAIRS
CONC FILLED METAL
EL +/- 50.67
LANDING
EXISTING
0552-001
EL 58.00
T/CONC
EL +/- 44.0, NOTE 3
FINISHED FLOOR
REINFORCE SLAB W/#4@8" CTR'D EW
METAL DECK (6" TOTAL THICKNESS).
4.5" CONCRETE SLAB ON 1.5C20 GALV
AL RAILING
TYPE "A"
FILENAME: PLOT DATE: PLOT TIME:10/1/2014 5:53:11 AM
CH
2M HIL
L 2
014. A
LL RIG
HTS R
ES
ER
VE
D.
THIS D
OC
UM
EN
T,
AN
D T
HE I
DE
AS A
ND D
ESIG
NS I
NC
OR
PO
RA
TE
D H
ER
EIN,
AS A
N I
NS
TR
UM
EN
T O
F P
RO
FE
SSIO
NA
L S
ER
VIC
E, IS T
HE P
RO
PE
RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
of
CH
2M HIL
L A
ND IS N
OT T
O B
E U
SE
D, IN W
HO
LE O
R I
N P
AR
T, F
OR A
NY O
TH
ER P
ROJE
CT W
ITH
OU
T T
HE W
RIT
TE
N A
UT
HO
RIZ
ATIO
N O
F C
H2
M HIL
L.
3011 S.W.
WIL
LIS
TO
N R
OA
D
GAIN
ES
VIL
LE, F
LO
RID
A 3
2608
AA
C001992
EB0000072
493566
DY
AL W
TP E
LE
VA
TE
D W
AL
KW
AY
IMP
RO
VE
ME
NTS
CIT
Y O
F C
OC
OA
CO
CO
A, F
LO
RID
A
SEPTEMBER 2014
BID D
OC
UM
EN
TS
