city of cape coral weir 15 bladder & controls …dnhiggins.com/docs/itb-ut18-41 plans.pdf ·...
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CLIENT INFORMATION:PROJECT LOCATION:
PROJECT DESCRIPTION / NOTES:
Tt PROJECT No.: CLIENT PROJECT No.:
ISSUED:
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CITY OF CAPE CORAL
WEIR 15 BLADDER & CONTROLS IMPROVEMENTS
200-08309-17006
CITY OF CAPE CORAL
1015 CULTURAL PARK BOULEVARD
CAPE CORAL, FLORIDA 33990
10600 CHEVORLET WAY, SUITE 300
ESTERO, FL 33928
PHONE: (239) 390-1467 FAX: (407) 839-3790
CITY OFFICIALS:
CITY MANAGER
John Szerlag
UTILITIES DIRECTOR
Jeffrey Pearson
PUBLIC WORKS DIRECTOR
Paul Clinghan, P.E.
PROJECT MANAGER
Gino Notarianni
DATE
SIGNATURE
12/04/17 - ISSUED FOR BIDDING
CITY OF CAPE CORAL
LEE COUNTY, FLORIDA
THE WORK WILL PROCEED IN TWO PHASES. PHASE I OF THE WORK IS COMPRISED OF: NEW WEIR NO. 15
AIR SUPPLY EQUIPMENT ON THE NORTH SIDE OF SHADROE CANAL AND CONNECTION TO THE EXISTING
AIR SUPPLY PIPING TO THE WEIR NO. 15 AIR BLADDERS RESULTING IN A FULLY OPERATIONAL AIR
SUPPLY SYSTEM; REMOVAL OF EXISTING WEIR NO. 15 AIR SUPPLY EQUIPMENT FROM THE NORTH SIDE
OF SHADROE CANAL AFTER THE WEIR NO. 15 AIR BLADDERS ARE FULLY OPERATIONAL AND BEING
SUPPLIED AIR FROM THE NEW AIR SUPPLY EQUIPMENT. PHASE II OF THE WORK IS COMPRISED OF:
REMOVAL AND REPLACEMENT OF SEVEN (7) AIR BLADDERS AND THE 1-INCH AIR SUPPLY PIPING
AFFIXED TO WEIR NO. 15 AND SUPPLYING AIR TO THE WEIR LEVEL CONTROL AIR BLADDERS. THE SEVEN
(7) NEW AIR BLADDERS WILL BE FURNISHED BY OWNER.
Alfred J. Mittl, P.E.
P.E. No. 59913, FL
Tetra Tech Inc.
3501 Del Prado Blvd, Suite 210
Cape Coral, Florida 33904
Engineering Business No. 2429
PROJECT
LOCATION
PROJECT
LOCATION
Checked By:
Drawn By:
Project No.:
Designed By:
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Engineering B
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GENERAL NOTES
GENERAL INFORMATION
1. LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN STRICTACCORDANCE WITH THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDSADOPTED BY CITY OF CAPE CORAL, THE PLANS, AND CONSTRUCTION SPECIFICATIONS.WHERE CONFLICTS OR OMISSIONS EXIST, CITY OF CAPE CORAL'S STANDARDS SHALLDICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS AND SPECIFICATIONS SHALLBE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THEENGINEER.
2. DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOPERFORM THE WORK IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS. THECONTRACTOR'S SIGNATURE AFFIXED TO THE CONTRACT AGREEMENT WITH THEOWNER IS CONSIDERED CERTIFICATION OF CONFORMANCE TO SUCHREQUIREMENTS.
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT REQUIRED PERMITSARE OBTAINED AND IN HAND BEFORE BEGINNING ANY CONSTRUCTION. NOCONSTRUCTION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVEDALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING ANDANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS ONADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLATION OFTHE REQUIREMENTS ABOVE SHALL BE FULLY BORNE BY THE CONTRACTOR.
4. CONSTRUCTION INSPECTION WILL BE PROVIDED BY CITY AND ENGINEER. THECONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TOBEGINNING CONSTRUCTION AND AT LEAST 48 HOURS BEFORE REQUIRINGINSPECTION ON EACH AND EVERY PHASE OF WORK. THE CONTRACTOR SHALLNOTIFY THE ENGINEER A MINIMUM OF 48 HOURS NOTICE PRIOR TO SCHEDULEDTESTING. NO FINAL TESTING WILL BE ACCEPTED UNLESS WITNESSED BY THEENGINEER'S REPRESENTATIVE.
5. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION PLANS ANDPERMITS ON THE JOB SITE DURING CONSTRUCTION.
6. THE CONTRACTOR IS RESPONSIBLE FOR SECURING ALL REQUIRED AREA FOR SET UPAND EQUIPMENT & MATERIAL STORAGE. THE CONTRACTOR MUST PROVIDE THECITY COPIES OF ANY AGREEMENTS BETWEEN LAND OWNERS FOR THE USE OF THEIRLAND FOR THIS PROJECT.
7. THE CITY HAS ADOPTED THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FORSTREETS AND HIGHWAY (MUTCD). IN ORDER TO ENSURE COMPLIANCE WITH THESEPROCEDURES, THE CONTRACTOR MUST OBTAIN A PUBLIC WORKS DEPARTMENTRIGHT OF WAY USAGE PERMIT FOR ALL WORK TO BE PERFORMED WITHIN THEPUBLIC RIGHT-OF-WAY. IN ADDITION, THE CONTRACTOR MUST SUBMIT AMAINTENANCE OF TRAFFIC (MOT) PLAN WHEN APPLYING FOR THE PERMIT ANDPRIOR TO START OF WORK. THE MOT MUST BE APPROVED BY THE CITY ENGINEER,AND MUST BE IMPLEMENTED BY IMSA CERTIFIED STAFF. REFER TO THE CITY OF CAPECORAL'S PUBLIC WORKS DEPARTMENT ENGINEERING DESIGN STANDARDS FORFURTHER INFORMATION.
8. AREAS DISTURBED DURING CONSTRUCTION ACTIVITIES SHALL BE COMPLETELYRESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING PRIOR TOCONSTRUCTION.
EXISTING UTILITIES
1. CONTACT SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF) (811 or 1-800-432-4770)FOR ASSISTANCE IN FIELD LOCATING UNDERGROUND UTILITIES AT LEAST 48 HOURS
BEFORE STARTING WORK IN A PROJECT AREA. UTILITIES IDENTIFIED AS POTENTIALLYBEING WITHIN THE PROJECT LIMITS INCLUDE:
· CAPE CORAL UTILITIES COLLECTION DISTRIBUTION DIVISION (239) 242-3400· LEE COUNTY ELECTRIC CO-OPERATIVE (239) 656-2206· CENTURYLINK TELEPHONE (239) 263-6276· COMCAST CABLE (239) 415-4750· FLORIDA POWER & LIGHT (800) 375-2434
2. DISRUPTION OR DAMAGE TO EXISTING UTILITY LINES SHALL BE REPORTED TO THEUTILITY OWNER, CITY OF CAPE CORAL AND ENGINEER IMMEDIATELY.
3. CONTRACTOR SHALL EXCAVATE TEST PITS FOR THE PURPOSE OF PROTECTING ANDCONFIRMING LOCATION AND DEPTH OF EXISTING UTILITIES OR STRUCTURES INADVANCE OF CONSTRUCTION. TEST PITS SHALL BE DUG BY HAND AND BACKFILLEDIMMEDIATELY AFTER THEIR PURPOSE HAS BEEN SATISFIED AND SHALL NOT REMAINOPEN DURING NONWORKING HOURS.
4. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES EXPOSED DURINGCONSTRUCTION SHALL BE ACCURATELY RECORDED ON THE CONSTRUCTIONDRAWINGS. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY CONFLICTSWITH THE PROPOSED CONSTRUCTION.
CONSTRUCTION SURVEY1. ALL FIELD LAYOUT SURVEYING FOR CONSTRUCTION AND LOCATING EASEMENTS,
ROW, AND PROPERTY LINES FOR THIS PROJECT SHALL BE PROVIDED BY THECONTRACTOR AT THEIR EXPENSE; UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL LAND SURVEYOR.
2. BENCHMARK FOR CONSTRUCTION HAS BEEN PROVIDED ON SHEET C-101.
3. BENCH MARK DATUM IS NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD1929).
4. PROPERTY MARKERS, SURVEY MONUMENTS AND PERMANENT MARKERS SHALL BEPROTECTED BY THE CONTRACTOR. NOTIFY OWNER IF ANY MONUMENTS MIGHT BEDISTURBED. THE CONTRACTOR'S REGISTERED SURVEYOR SHALL REPLACE ANYMARKERS THAT ARE DISTURBED. ONLY AS APPROVED BY THE CITY SURVEYOR.
5. CONTRACTOR SHALL PROVIDE CORRECTED AS-BUILT INFORMATION DISPLAYING THELOCATION OF THE PIPING, CONTROL PANELS, ETC. BASED ON PROFESSIONALSURVEYOR STAKING.
EARTHWORK AND SITEWORK
1. EXCESS SOIL FROM EXCAVATION AND MILLED OR EXCAVATED ASPHALT SHALL BE THEPROPERTY OF THE CONTRACTOR. INCLUDE THE COST FOR DISPOSING OF THESEWASTE MATERIALS IN THE UNIT PRICE OF THE ITEM TO WHICH IT PERTAINS OR ISMOST CLOSELY ASSOCIATED. NO SEPARATE PAYMENT ITEM FOR THESE ACTIVITIESWILL BE PERMISSIBLE.
2. PIPES SHALL HAVE 3 FEET MINIMUM COVER UNLESS OTHERWISE SPECIFIED IN PLANS,CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS ANDALIGNMENTS.
3. COMPACTED BACKFILL SHALL BE PLACED ALONG SIDE OF AND OVER ALL UTILITIES.
COMPACT UTILITY TRENCHES TO 95% OF THE MODIFIED PROCTOR MAXIMUMDENSITY (AASHTO T - 180).
4. ORGANIC SOILS BELOW UTILITY TRENCHES SHALL BE REMOVED AND REPLACED WITHSUITABLE MATERIAL AND COMPACTED TO NO LESS THAN 98% OF THE MODIFIEDPROCTOR MAXIMUM DENSITY (AASHTO T - 180).
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY TESTINGTO ASSURE THAT THE PROPER COMPACTION HAS BEEN ACHIEVED. THECONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH TESTING AND RETESTING OFTHE AREAS AND SHALL PROVIDE THE OWNER AND THE ENGINEER WITH COPIES OFTHE CERTIFICATION OF COMPACTION FROM THE TESTING COMPANY.
6. THE CONTRACTOR SHALL PROVIDE ALL DEWATERING EQUIPMENT NECESSARY TOKEEP ALL EXCAVATIONS DRY AND SHALL PROVIDE ALL SHORING, SHEETING, ANDBRACING NECESSARY TO PROTECT WORKMEN, ADJACENT STRUCTURES, UTILITIES,EXISTING PAVEMENT, OR TO MINIMIZE TRENCH WIDTH.
7. PROTECT AND MAINTAIN DRAINAGE SYSTEMS. CLEAN DRAINAGE SYSTEMS AFFECTEDBY THE WORK AT THE END OF CONSTRUCTION. FURNISH, INSTALL AND MAINTAINSITE SPECIFIC EROSION AND SEDIMENT CONTROL PROCEDURES TO PROTECT BOTHEXISTING AND CONSTRUCTED FACILITIES, PROPERTY AND WATER BODIES INACCORDANCE WITH THE CONTRACT DOCUMENTS, OWNER'S WATER USE PERMIT,AND APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. OBTAIN NPDES PERMITWHERE REQUIRED AS SPECIFIED IN SECTION 01066 NPDES REQUIREMENTS. KEEP ACOPY OF ALL APPLICABLE PERMITS ONSITE.
8. CONCRETE WORK SHALL BE CONSTRUCTED WITH 3,000 PSI CONCRETE, OR ASOTHERWISE SPECIFIED.
INDEX OF DRAWINGS
SHEET NO. DESCRIPTION
GENERAL
G-000 COVER
G-001 GENERAL NOTES AND INDEX
G-002 LEGENDS AND ABBREVIATIONS
CIVIL
C-101 OVERALL SITE PLAN
C-102 EXISTING WEIR CONTROLS DEMOLITION PLAN
C-103 NEW WEIR CONTROLS SITE PLAN
C-104 WEIR AIR SUPPLY LINE PLAN AND DETAIL
C-501 AIR SUPPLY CONNECTION AT BLADDER DETAIL
C-502 CONTROL PANEL PLAN AND ELEVATION VIEW
C-503 PNEUMATIC CONTROL PANEL DETAILS
C-504 DETAILS
C-505 DETAILS
C-506 EROSION CONTROL GENERAL DETAILS
C-507 EROSION CONTROL GENERAL DETAILS
C-508 WEIR SECTIONS AND DETAILS
C-509 WEIR DETAILS
C-510 DETAILS
C-511 DETAILS
Checked By:
Drawn By:
Project No.:
Designed By:
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Engineering B
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Sheet
SITE LEGENDS
FEATURES
SITE SYMBOLS
EXISTING SIGN
NEW SIGN
POST
MAIL BOX
POWER METER
FLAG
MISCELLANEOUS
HARD SPOT ELEVATION
FLOW DIRECTION
SLOPE ARROW
HANDICAP MARKING
SURVEY
FENCE
FENCE (STEEL)
FLOOD HAZARD
GRAVEL ROAD OR DRIVE
GUARD RAILING
NATURAL GAS
SANITARY GRAVITY SEWER
TREE / BRUSH LINES
WATER EDGES/C.L'S
WATER MAIN
x x x x x
xx xx xx xx
| | | | | | | | | | | | | | | | | | | | | | |
G
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RWM14RAW WATER MAIN
SS8PVC
WM8PVC
FLOW ARROW
> >
STORM SEWER
PROPERTY LINE
UTILITY EASEMENTS
TYPICAL LINETYPES
OE
UEPOWER UNDERGROUND
RR
FLAG
MB
PM
RAIL ROAD SIGNAL
REMOVE TREES
TREE PROTECTION
WRAP INLETS WITH
FILTER FABRIC
???.??
SOFT SPOT ELEVATION???.?
STA XX
BASELINE
EMBANKMENT
S
F
BENCHMARK
NAIL & DISK
TRAVERSE POINT
SET IRON (TYPE)
FOUND IRON (TYPE)
SECTION CORNER
BM
ND
TP
SC
F
S
SET MONUMENT (TYPE)
FOUND MONUMENT (TYPE)
1.00%
PALM TREE
HARDWOOD OAK TREE
4"-16" DIAMETER.
SANITARY FORCE MAINFM4PVC
SD18STORM DRAIN PIPE
POWER OVERHEAD
SPRINKLER HEAD (AS SHOWN)
WATER SPIGOT (AS SHOWN)
FIRE HYDRANT (AS SHOWN)
UTILITY SYMBOLS
DUPLEX PUMP STATION
PUMP STATION
CLEAN OUT (AS SHOWN)
LIGHT POLE
EXTERIOR BUILDING LIGHTING
TRAFFIC POLE
INLET BASIN (AS SHOWN)
TSP
SATELLITE DISH
GUY WIRE
UTILITY MARKER
UTILITY METER (AS SHOWN)
UTILITY RISER (AS SHOWN)
UTILITY VALVE (AS SHOWN)
WELL
UTILITY POLE
UTILITY VALVE (AS SHOWN)
UTILITY MANHOLE (AS SHOWN)
CO
YARD DRAIN (AS SHOWN)
YD
ELECTRIC TRANSFORMER
MITERED END DRAIN
B
A
AAP
AARV
AAV
AB
ABAN
ABRSV
ABS
ABV
AC
ACCMP
ACP
ADDM
ADH
AFF
AFG
AFS
AHD
AL
ALT
AMP
AMT
APRX
ARCH
ASPH
ASSY
AVE
A/C
A/VV
BAF
BCV
BF
BFV
BHP
BI
BITUM
B
BLDG
BLK
BM
BOC
BOT
BP
BRG
BSP
BV
BW
BWW
CAP
CAV
CB
CFM
CFS
CV
CI
CIP
CISP
CJ
CKT
C
CL2
CLF
CLR
CLVT
CMP
CMPA
CMU
CND
CNR
CO
CO2
COAG
COL
COM
CONC
CONN
CONSTR
CONT
CONTR
COORD
CO.
CP
CPA
CPLG
CPVC
CR
CS
CSG
CTV
CY
CYL
C&G
C/C
DAT
DBL
DC
DEMO
DEPT
DET
DF
DI
DIA
DIFF
DIM
DIP
DISCH
DMH
DN
DW
DWG
DWV
E
EA
ECC
EF
EFF
E
EL
ELAST
ELEC
EMER
ENC
ENGR
EP
EPDM
EPRF
EQUIP
ER
ESMT
EST
EW
EXC
EXP
EXST
EXST GR
EXT
EXTN
ALARM ANNUNCIATOR PANEL
AUTOMATIC AIR RELEASE AIR VALVE
AUTOMATIC AIR VENT
ANCHOR BOLT
ABANDON(ED)
ABRASIVE
ACRYLONITRILE BUTADIENE STYRENE
ABOVE
ALTERNATING CURRENT
ASPHALT-COATED CORRUGATED METAL PIPE
ASBESTOS CEMENT PIPE
ADDENDUM
ADHESIVE
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
ABOVE FINISHED SLAB
AHEAD
ALUMINUM
ALTERNATE
AMPERE
AMOUNT
APPROXIMATE(LY)
ARCHITECT(URAL)
ASPHALT
ASSEMBLY
AVENUE
AIR CONDITIONING
AIR/VACUUM AIR VALVE
BAFFLE
BALL CHECK VALVE
BLIND FLANGE
BUTTERFLY VALVE
BRAKE HORSEPOWER
BLACK IRON
BITUMINOUS OR BITUMASTIC
BASELINE
BUILDING
BLOCK
BENCH MARK
BACK OF CURB
BOTTOM
BASE PLATE
BEARING
BLACK STEEL PIPE
BALL VALVE
BOTH WAYS
BACKWASH WATER
CAPACITY
COMBINATION AIR VALVE
CATCH BASIN
CUBIC FEET PER MINUTE
CUBIC FEET PER SECOND
CHECK VALVE
CAST IRON
CAST IRON PIPE
CAST IRON SOIL PIPE
CONSTRUCTION JOINT
CIRCUIT
CENTER LINE
CHLORINE GAS
CHAIN LINK FENCE
CLEAR OR CLEARANCE
CULVERT
CORRUGATED METAL PIPE
CORRUGATED METAL PIPE ARCH
CONCRETE MASONRY UNIT
CONDUIT
CORNER
CLEAN OUT
CARBON DIOXIDE
COAGULANT
COLUMN
COMMON
CONCRETE
CONNECTION
CONSTRUCT(ION)
CONTINUOUS
CONTRACT(OR)
COORDINATE
COMPANY
CONCRETE PIPE
CONCRETE PIPE ARCH
COUPLING
CHLORINATED POLYVINYL CHLORIDE
CONCENTRIC REDUCER
CHLORINE SOLUTION
CASING
CABLE TELEVISION
CUBIC YARD
CYCLINDER
CURB AND GUTTER
CENTER TO CENTER
DATUM
DOUBLE
DIRECT CURRENT
DEMOLITION
DEPARTMENT
DETAIL
DIESEL FUEL
DUCTILE IRON
DIAMETER
DIFFUSER
DIMENSION
DUCTILE IRON PIPE
DISCHARGE
DROP MANHOLE
DOWN
DRIVEWAY
DRAWING
DRAIN, WASTE, AND VENT
EAST
EACH
ECCENTRIC
EACH FACE
EFFLUENT
EASEMENT LINE
ELEVATION
ELASTOMERIC
ELECTRICAL
EMERGENCY
ENCASE(MENT)
ENGINEER
EDGE OF PAVEMENT
ETHYLENE PROPYLENE DIENE MONOMER
EXPLOSION PROOF
EQUIPMENT
ECCENTRIC REDUCER
EASEMENT
ESTIMATE(D)
EACH WAY
EXCAVATE
EXPANSION
EXISTING
EXISTING GRADE
EXTERIOR
EXTENSION
FAB
FAC
FB
FCV
FD
FDN
FE
FHY
FIG
FIN
FIN FL
FIN GR
FLG
FLL
FLTR
FM
FPM
FPS
FRP
FT
FUT
FV
FW
FWP
GA
GAL
GALV
GIP
GJ
GND
GPD
GPH
GPM
GPS
GR
GRTG
GS
GSP
GSR
GST
GT
GV
HB
HD
HDPE
HDR
HGR
HGT
HNDRL
HOA
HORIZ
HP
HR
HVAC
HWL
HWY
HZ
ID
IN
INF
INT
INTR
INV
IP
IPS
JB
JT
K
KPL
KV
KVA
KW
KWH
L
LAB
LAM
LATL
LAV
LB
LF
LP
LS
LVR
LWL
M
MAINT
MAN
MAS
MATL
MAX
MCC
ME
MECH
MFR
MG
MGD
MH
MIN
MISC
MJ
MON
MPH
MPT
MS
MSP
MTD
MW
MWL
N
NE
NIC
NO
NOM
NPF
NPT
NPW
NRS
NTS
NW
N/A
FABRICATE(D)
FLANGED ADAPTER COUPLING
FLAT BAR
FLOW-CONTROL VALVE
FLOOR DRAIN
FOUNDATION
FILTER(ED) EFFLUENT
FIRE HYDRANT
FIGURE
FINISH(ED)
FINISH FLOOR
FINISH GRADE
FLANGE(D)
FLOW LINE
FILTER
FORCE MAIN
FEET PER MINUTE
FEET PER SECOND
FIBERGLASS REINFORCED PLASTIC
FOOT OR FEET
FUTURE
FOOT VALVE
FINISHED WATER
FACTORY WIRED PANEL
GAGE
GALLON(S)
GALVANIZED
GALVANIZED IRON PIPE
GROOVE JOINT
GROUND
GALLONS PER DAY
GALLONS PER HOUR
GALLONS PER MINUTE
GALLONS PER SECOND
GRADE
GRATING
GALVANIZED STEEL
GALVANIZED STEEL PIPE
GROUND STORAGE RESERVOIR
GROUND STORAGE TANK
GROUT
HOSE BIBB
HEAVY-DUTY
HIGH-DENSITY POLYETHYLENE
HYDRAULIC
HANGER
HEIGHT
HAND RAIL
HAND-OFF-AUTO
HORIZONTAL
HORSEPOWER
HOUR
HEATING, VENTILATION, AND AIR CONDITIONING
HIGH WATER LEVEL
HIGHWAY
HERTZ
INSIDE DIAMETER
INCH(ES)
INFLUENT
INTERSECTION
INTERIOR
INVERT
IRON PIPE
INTERNATIONAL PIPE STANDARD
IW IRRIGATION WATER
JUCTION BOX
JOINT
KIP (1,000 LB)
KICK PLATE
KILOVOLT
KILOVOLT-AMPERE
KILOWATT
KILOWATT-HOUR
LEFT
LABORATORY
LAMINATE OR LAMINATION
LATERAL
LAVATORY
POUND(S)
LINEAR FEET
LIGHT POLE
LIME SLURRY
LOUVER
LOW WATER LEVEL
METER
MAINTAIN OR MAINTENANCE
MANUAL(LY)
MASONRY
MATERIAL
MAXIMUM
MOTOR CONTROL CENTER
MITERED END
MECHANICAL
MANUFACTURE(R)
MILLION GALLONS
MILLION GALLONS PER DAY
MANHOLE
MILE(S)
MINIMUM
MINUTE(S)
MISCELLANEOUS
MECHANICAL JOIINT
MONUMENT
MILES PER HOUR
MALE PIPE THREAD
MOTOR STARTER
MOTOR STARTER PANEL
MOUNTED
MANWAY
MEAN WATER LEVEL
MAXIMUM WORKING PRESSURE
MI
MWP
MIN
NORTH
NORTHEAST
NOT IN CONTRACT
NUMBER
NOMINAL
NATIONAL PIPE THREAD
NATIONAL PIPE TAPER (THREAD)
NON-POTABLE WATER
NON-RISING SYSTEM
NOT TO SCALE
NORTHWEST
NOT APPLICABLE
O2
OC
OD
ODP
OF
OH
OPP
OPT
OSY
O&M
PC
PCM
PE
PG
PI
PL
P
POB
POJ
PP
PPD
PREFAB
PROP
PRV
PSF
PSI
PSIA
PSIG
PT
PV
PVC
PVMT
PW
PWR
Q
QTY
RAD
RAS
RC
RCB
RCP
RCPA
RD
RDC
REBAR
REF
REINF
REM
REQD
RF
RM
RPM
RR
RT
RW
R/W
S
SAN
SCHED
SD
SE
SECT
SF
SHT
SIG
SIM
SLV
SM
SOLN
SP
SP
SPEC
SPRT
SQ
SS
SST
ST
STA
STD
STK
STL
STR
STRUCT
SURF
SV
SVCE
SW
SYMM
S/W
TAN
TB
TBM
TB-xx
TD
TDH
TE
TEFC
TEL
TENV
THK
TOB
TOS
TOT
TP
TV
TYP
T&B
UD
UG
ULT
UN
UON
UTC
UTIL
OXYGEN
ON CENTER
OUTSIDE DIAMETER
OPEN DRIP PROOF
OUTSIDE FACE
OVER HEAD
OPPOSITE
OUTSIDE SCREW AND YOKE
OPERATION AND MAINTENANCE
OPTIONAL
POINT OF CURVE
PERMANENT CONTROL MONUMENT
PLAIN END
PRESSURE GAGE
POINT OF INTERSECTION
PLATE
PROPERTY LINE
POINT OF BEGINNING
PUSH-ON JOINT
POWER POLE
POUNDS PER DAY
PARTS PER MILLION
PREFABRICATED
PROPOSED
PRESSURE REDUCING VALVE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POUNDS PER SQUARE INCH ABSOLUTE
POUNDS PER SQUARE INCH GAGE
POINT OF TANGENCY
PLUG VALVE
POLYVINYL CHLORIDE
POWER
PPM
POTABLE WATER
PAVEMENT
FLOW
QUANTITY
RADIUS
RETURN ACTIVATED SLUDGE
REINFORCED CONCRETE
REINFORCED CONCRETE BOX
REINFORCED CONCRETE PIPE
REINFORCED CONCRETE PIPE ARCH
ROAD
REDUCER
REINFORCING STEEL
REFERENCE
REINFORCE(D)(ING)(MENT)
REMOVE(ABLE)
REQUIRED
RAISED FACE
ROOM
REVOLUTIONS PER MINUTE
RAILROAD
RIGHT
RIVETED
REUSE WATER
RIGHT-OF-WAY
RVT
SOUTH
SANITARY
SCHEDULE
STORM DRAIN
SOUTHEAST
SECTION
SQUARE FOOT OR FEET
SHEET(ED)(ING)
SIGNAL
SIMILAR
SLEEVE
SHEET METAL
SOLUTION
SOIL PIPE
SPACE(ING)
SPECIFICATION
SUPPORT
SQUARE
SANITARY SEWER
STAINLESS STEEL
STREET
STATION
STANDARD
STAKE
STEEL
STRAIGHT
STRUCTURAL
SURFACE
SOLENOID VALVE
SERVICE
SOUTHWEST
SIDEWATER DEPTH
SYMBOL
SYMMETRICAL
SIDEWALK
SWD
SYM
TANGENT
TOP OF BEAM
TEMPORARY BENCH MARK
TEST BORING-xx (e.g. TB-1)
TRENCH DRAIN
TOTAL DYNAMIC HEAD
TOTALLY ENCLOSED
TOTALLY ENCLOSED FAN COOLED
TELEPHONE
TOTALLY ENCLOSED NON-VENTILATED
THICK(NESS)
TOP OF BANK
TOE OF SLOPE
TYPICAL
TOP AND BOTTOM
TELEPHONE POLE
TELEVISON
TOTAL
THD THREAD(ED)
UNDERDRAIN
UNDERGROUND
ULTIMATE
UNION
UNLESS OTHERWISE NOTED
UNDERGROUND TELEPHONE CABLE
UTILITY
V
VAC
VAR
VC
VCP
VEL
VERT
VFD
VOL
W
W
WAS
WCO
WF
WH
WL
WM
WP
WPR
WS
WSP
WT
WTP
WWF
WWM
WWTP
W/
W/O
XFER
YD
YH
YR
VOLT(S)
VACUUM
VARIES
VERTICAL CURVE
VITRIFIED CLAY PIPE
VELOCITY
VERTICAL
VARIABLE FREQUENCY DRIVE
VOLUME
WASTE ACTIVATED SLUDGE
WALL CLEAN OUT
WIDE FLANGE
WALL HYDRANT
WATER LINE
WATER MAIN
WATER PROOF(ING)
WORKING PRESSURE
WATER SURFACE
WELDED STEEL PIPE
WEIGHT
WATER TREATMENT PLANT
WELDED WIRE FABRIC
WELDED WIRE MESH
WASTEWATER TREATMENT PLANT
WITH
WITHOUT
TRANSFER
YARD(S)
YARD HYDRANT
YEAR(S)
C
L
D
E
F
F/F FACE TO FACE
G
GATE VALVE
H
I
J
K
L
M
N
O
P
Q
R
S
X
W
Y
T
U
V
LIST OF STANDARD ABBREVIATIONS
ABBREVIATED TERMABBREVIATION ABBREVIATED TERMABBREVIATION ABBREVIATED TERMABBREVIATION ABBREVIATED TERMABBREVIATION
PRW PROCESS WATER
FL FLORIDE
REDUCED PRESSURE BACKFLOW PREVENTERRPBP
SAMPLESA
SLUDGESL
SWSH SURFACE WASH
TELEMETRYTLM
WASH WATER WW
DV DIAPHRAGM VALVE
RAW WASTEWATERRWW
RESTRAINED JOINTRJ
AS ALUM SOLUTION
CHLORINE CONTACT CHAMBERCCC
COMPRESSED AIRCA
CE CHLORINATED EFFLUENT
IR INTERNAL RECYCLE
LSS LIME STABILIZED SLUDGE
MV MOTORIZED VALVE
ML MIXED LIQUOR
OHW OVER HEAD WIRE
OFFICIAL RECORDSO.R.
POL POLYMER
TS THICKENED SLUDGE
SEFF SECONDARY EFFLUENT
SSE SUBSTANDARD EFFLUENT
MO MASONARY OPENING
DIRECTIONDIR
DESCRIPTINDESC
LENGTHLEN
MEG MATCH EXISTING GRADE
TOC TOP OF CURB
DR DRAIN
PNV PINCH VALVE
PROCESS AIRPA
HIGH PRESSURE AIRHPA
SCHEDULESC
PRV PRESSURE REDUCING VALVE
GAS NATURAL GAS
UEC UNDERGROUND ELECTRIC CABLE
UED UNDERGROUND ELECTRIC DUCT
UTD UNDERGROUND TELEPHONE DUCT
ATS AUTOMATIC TRANSFER SWITCH
14
71
48
11
47
11
48
SS
ES
22
ES
23
ES
24
WOOD
WA
TE
R
WA
TE
R
WO
OD
BU
RN
T S
TO
RE
R
OA
D (S
.R
. S
-7
65
)
2
6' DRAINAGE & PUBLIC UTILITY EASEMENT
3
B L O C K 3 9 4 3
1
TOP OF LOWER PART OF
CONC. RAIL EL=10.07'
CANAL BOTTOM EL=(-)3.4'
F.D.O.T. DISK IN TOP
OF CONCRETE HEADWALL
EL=12.42' (STAMPED 12.56')
CITY CAPE CORAL BENCH-
MARK NO. 027-78-01
STAFF GAUGE
(READS 0.50'±)
2' WIDE CONC.
SEAWALL CAP
(TYPICAL)
INV EL=(-)1.02'
WATER EL=0.5'WATER EL=2.3'
EDGE OF WATER
2' WIDE
CONCRETE WEIR
BRIDGE SUPPORT (TYP)
INV EL=(-)0.26'
24" R
CP
TOP OF BANK
TOP OF BANK
EDGE OF
WATER
EDGE OF WATER
TOP OF BANK
CATCH
BASIN
2
4
"
R
C
P
CITY CAPE CORAL BENCH-
MARK NO. 117-49-01
ELEV=6.99'
DRAINAGE
MANHOLE
2
4
"
R
C
P
STAFF GAUGE
(READS 2.28'±)
GATE
GATE
TOP OF BANK
BU
RN
T S
TO
RE
R
OA
D (S
.R
. S
-7
65
)
1" TYPE 316 SS AIR SUPPLY LINE
WITH SWAGELOK FITTINGS
FROM PNEUMATIC CONTROL
PANEL TO WEIR BLADDERS
EXISTING WEIR NO. 15 AIR
SUPPLY EQUIPMENT AND
CONTROLS TO BE REMOVED
SEE SHEET C-102.
NEW WEIR NO. 15 AIR
SUPPLY EQUIPMENT AND
CONTROLS. SEE SHEET C-103
PHASE II OF THE WORK INCLUDES
REMOVAL AND REPLACEMENT OF
SEVEN (7) AIR BLADDERS AND THE 1-INCH
AIR SUPPLY PIPING AND ASSOCIATED
APPURTENANCES AFFIXED TO WEIR NO. 15
AND SUPPLYING AIR TO THE WEIR LEVEL
CONTROL AIR BLADDERS.
PHASE I OF THE WORK INCLUDES
REMOVAL OF EXISTING WEIR NO. 15 AIR
SUPPLY EQUIPMENT FROM THE NORTH
SIDE OF SHADROE CANAL AFTER THE WEIR
NO. 15 AIR BLADDERS ARE FULLY
OPERATIONAL AND BEING SUPPLIED AIR
FROM THE NEW AIR SUPPLY EQUIPMENT.
PHASE I OF THE WORK IS INCLUDES NEW
WEIR NO. 15 AIR SUPPLY EQUIPMENT ON
THE NORTH SIDE OF SHADROE CANAL AND
CONNECTION TO THE EXISTING AIR
SUPPLY PIPING TO THE WEIR NO. 15 AIR
BLADDERS RESULTING IN A FULLY
OPERATIONAL AIR SUPPLY SYSTEM.
ONE (1) 2" SCH 80
PVC ELECTRICAL
CONDUIT TO FIELD
INSTRUMENTS
REMOVE AND DISPOSE
OF ABANDONED WEIR
CONTROL GATE
14
51
46
11
46
SS
24
" R
C
2
4
"
R
C
P
R
IN
V E
L=
2.30
RIM
E
L=
5.66
S. IN
V=
-0.29
N. IN
V=
-0.45
GR
E
L=
3.14
N. IN
V=
0.14
GR
E
L=
2.70
N. IN
V=
-0.01
ES
19
ES
20
ES
21
N
010
50
Feet
26
22
WA
TE
R
WA
TE
RW
AT
ER
H
Y
D
R
O
G
U
A
R
D
WOOD
WA
TE
R
WO
O
Checked By:
Drawn By:
Project No.:
Designed By:
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8:3
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IT
TIT
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1
A
B
C
D
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F
2 3 4 5 6 7
Bar Measures 1 inch
Co
pyrig
ht: T
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T
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200-08309-17006
WE
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1
5 B
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PR
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00
ES
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PH
ON
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39
) 3
90
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46
7 F
AX
: (4
07
) 8
39
-3
79
0
EN
GIN
EE
RIN
G B
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IN
ES
S N
O. 2429
Alfre
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.
P.E
. N
o. 5
99
13
, F
L
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tra
T
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In
c.
3501 D
el P
rad
o B
lvd, S
uite
210
Ca
pe C
oral, F
lorida 33904
Engineering B
usiness N
o. 2429
_
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__
__
__
__
__
__
__
_
D
AT
E _
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_
10
15
C
ultu
ra
l P
ark B
ou
le
va
rd
Ca
pe
C
ora
l, F
lo
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a 3
39
90
CIT
Y O
FC
AP
E C
OR
AL
C-101
OV
ER
AL
L S
IT
E P
LA
N
FM
WV
FM
Sheet
N
OVERALL SITE PLAN
0
SCALE (22"x34"):
10' 20' 40'
1" = 20' (H) 1" = 2' (V)
HALF SCALE (11"X17"): 1" = 40' (H) 1" = 4' (V)
114
7
1148
114
7
1148
TOP OF LOWER PART OF
CONC. RAIL EL=10.07'
CANAL BOTTOM EL=(-)3.4'
F.D.O.T. DISK IN TOP
OF CONCRETE HEADWALL
EL=12.42' (STAMPED 12.56')
CITY CAPE CORAL BENCH-
MARK NO. 027-78-01
STAFF GAUGE
(READS 0.50'±)
2' WIDE CONC.
SEAWALL CAP
(TYPICAL)
INV EL=(-)1.02'
WATER EL=0.5' WATER EL=2.3'
EDGE OF WATER
2' WIDE
CONCRETE WEIR
BRIDGE SUPPORT (TYP)
INV EL=(-)0.26'
TOP OF BANK
EDGE OF
WATER
EDGE OF WATER
TOP OF BANK
CATCH
BASIN
2
4
"
R
C
P
DRAINAGE
MANHOLE
2
4
"
R
C
P
STAFF GAUGE
(READS 2.28'±)
GATE
GATE
7
.
1
'
6
.
7
'
6
.
5
'
4
.
3
'
3
.
1
'
1
.
8
'
2
.
3
'
3
.
2
'
2
.
2
'
0
.
4
'
0
.
2
'
7
.
0
'
6
.
8
'
6
.
6
'
6
.
3
'
6
.
5
'
8
.
4
'
8
.
4
'
6
.
9
'
6
.
4
'
6
.
1
'
6
.
6
'
6
.
1
'
6
.
4
'
6
.
2
'
6
.
1
'
6
.
5
'
3
.
8
'
1
.
2
'
0
.
7
'0
.
8
'
0
.
3
'
0
.
4
'
2
.
2
'
0
.
8
'
-
0
.
1
'
0
.
2
'
0
.
0
'
-
0
.
2
'
-
1
.
2
'
5
.
6
'
5
.
6
'
5
.
5
'
5
.
4
'
5
.
3
'
4
.
3
'
3
.
4
'
0
.
8
'
0
.
6
'
0
.
0
'
0
.
2
'
0
.
8
'
0
.
8
'
6
.
9
4
'
6
.
9
1
'
6
.
9
2
'
7
.
3
4
'
7
.
0
1
'
7
.
7
8
'
9
.
3
7
'
9
.
0
3
'
9
.
2
5
'
9
.
3
2
'
9
.
3
7
'
9
.
0
6
'
9
.
2
3
'
9
.
2
8
'
7
.
6
3
'
6
.
9
0
'
7
.
2
4
'
6
.
8
5
'
6
.
8
8
'
6
.
8
4
'
6
.
8
7
'
6
.
8
3
'
6
.
8
8
'
3
.
3
1
'
2
.
2
4
'
2
.
2
4
'
2
.
2
5
'
2
.
2
9
'
2
.
3
1
'
3
.
4
8
'
TOP OF BANK
-
8
.
1
'
-
3
.
9
'
-
1
.
2
'
-
3
.
9
'
-
1
.
7
'
-
0
.
7
'
-
1
.
1
'
-
1
.
7
'
BU
RN
T S
TO
RE
R
OA
D (S
.R
. S
-765)
EXISTING WEIR NO. 15
EXISTING WEIR NO. 15 CONTROLS TO BE REMOVED.
DELIVER CONTROL PANELS AND INTERNAL COMPONENTS
TO EVEREST WATER RECLAMATION FACILITY LOCATED
AT 1834 EVEREST PARKWAY CAPE CORAL FL 33904. (PHASE I)
EXISTING 1" BURIED AIR
SUPPLY LINE TO BE
ABANDONED IN PLACE. (PHASE I)
EXISTING SHADROE CANAL WATER
LEVEL SENSOR FIELD INSTRUMENT,
POWER SUPPLY, AND ASSOCIATED
APPURTENANCES TO BE
REMOVED. (PHASE I)
EXISTING WEIR MOUNTED 1"
AIR SUPPLY LINE AND SEVEN (7) AIR
BLADDERS TO BEREMOVED AND
REPLACED (PHASE II)
SEE DETAIL C-104
EXISTING WEIR NO. 15 INCLINE SENSOR FIELD INSTRUMENT, POWER
SUPPLY, AND ASSOCIATEDAPPURTENANCES TO BE REMOVED. (PHASE I)
SEE EROSION CONTROL DETAILS ON
SHEETS C-506 & C-507 FOR INLET
PROTECTION
REMOVE AND DISPOSE OF
ABANDONED WEIR CONTROL GATE
Checked By:
Drawn By:
Project No.:
Designed By:
ww
w.te
tra
te
ch
.co
m
MA
RK
DA
TE
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SC
RIP
TIO
NB
Y
12
/5
/2
01
7 5
:0
8:5
1 P
M - P
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09
\2
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-0
83
09
-1
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06
\C
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\S
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\C
-1
02
P
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N.D
WG
- V
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TIT
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N
1
A
B
C
D
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F
2 3 4 5 6 7
Bar Measures 1 inch
Co
pyrig
ht: T
etra
T
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200-08309-17006
WE
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1
5 B
LA
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&
C
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TR
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S
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PR
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EM
EN
TS
CIT
Y O
F C
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OR
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RID
A
10
60
0 C
HE
VO
RL
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W
AY
, S
UIT
E 3
00
ES
TE
RO
, F
L 3
39
28
PH
ON
E: (2
39
) 3
90
-1
46
7 F
AX
: (4
07
) 8
39
-3
79
0
EN
GIN
EE
RIN
G B
US
IN
ES
S N
O. 2429
Alfre
d J. M
ittl, P
.E
.
P.E
. N
o. 5
99
13
, F
L
Te
tra
T
ech
In
c.
3501 D
el P
rad
o B
lvd, S
uite
210
Ca
pe C
oral, F
lorida 33904
Engineering B
usiness N
o. 2429
_
__
__
__
__
__
__
__
__
__
__
__
_
D
AT
E _
__
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__
__
__
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_
10
15
C
ultu
ra
l P
ark B
ou
le
va
rd
Ca
pe
C
ora
l, F
lo
rid
a 3
39
90
CIT
Y O
FC
AP
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OR
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C-102
EX
IS
TIN
G W
EIR
C
ON
TR
OL
S
DE
MO
LIT
IO
N P
LA
N
FM
WV
FM
N
0
SCALE (22"x34"):
5' 10' 20'
1" = 10'
HALF SCALE (11"X17"): 1" = 20'
SHADROE CANAL DEMO SITE PLAN
NOTE:
1. INSTALL EROSION CONTROL MEASURES
T0 PROTECT SHADROE CANAL. REFER TO
DETAILS ON SHEETS C-506 & C-507.
SS
22
TOP OF LOWER PART OF
CONC. RAIL EL=10.07'
CANAL BOTTOM EL=(-)3.4'
F.D.O.T. DISK IN TOP
OF CONCRETE HEADWALL
EL=12.42' (STAMPED 12.56')
CITY CAPE CORAL BENCH-
MARK NO. 027-78-01
STAFF GAUGE
(READS 0.50'±)
2' WIDE CONC.
SEAWALL CAP
(TYPICAL)
INV EL=(-)1.02'
WATER EL=0.5' WATER EL=2.3'
EDGE OF WATER
2' WIDE
CONCRETE WEIR
BRIDGE SUPPORT (TYP)
INV EL=(-)0.26'
TOP OF BANK
TOP OF BANK
EDGE OF
WATER
EDGE OF WATER
TOP OF BANK
CATCH
BASIN
2
4
"
R
C
P
CITY CAPE CORAL BENCH-
MARK NO. 117-49-01
ELEV=6.99'
DRAINAGE
MANHOLE
2
4
"
R
C
P
STAFF GAUGE
(READS 2.28'±)
GATE
GATE
6
.
4
'7
.
1
'
6
.
7
'
6
.
5
'
4
.
3
'
3
.
1
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1
.
8
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2
.
3
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3
.
2
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2
.
2
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0
.
4
'
0
.
2
'
7
.
0
'
6
.
8
'
6
.
6
'
6
.
3
'
6
.
5
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8
.
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8
.
4
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6
.
9
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6
.
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.
1
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6
.
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6
.
1
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.
4
'
6
.
2
'
6
.
1
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6
.
5
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3
.
8
'
1
.
2
'
0
.
7
'0
.
8
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0
.
3
'
0
.
4
'
2
.
2
'
0
.
8
'
-
0
.
1
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0
.
2
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0
.
0
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-
0
.
2
'
-
1
.
2
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5
.
6
'
5
.
6
'
5
.
5
'
5
.
4
'
5
.
3
'
4
.
3
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3
.
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.
8
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0
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6
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0
.
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0
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0
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0
.
8
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6
.
9
4
'
6
.
9
1
'
6
.
9
2
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7
.
3
4
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7
.
0
1
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7
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7
8
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9
.
3
7
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9
.
2
2
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2
5
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.
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8
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9
.
0
3
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9
.
2
5
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9
.
3
2
'
9
.
3
7
'
9
.
0
6
'
9
.
2
3
'
9
.
2
8
'
7
.
6
3
'
6
.
9
0
'
7
.
2
4
'
6
.
8
5
'
6
.
8
8
'
6
.
8
4
'
6
.
8
7
'
6
.
8
3
'
6
.
8
8
'
3
.
3
1
'
2
.
2
4
'
2
.
2
4
'
2
.
2
5
'
2
.
2
9
'
2
.
3
1
'
3
.
4
8
'
TOP OF BANK
-
8
.
1
'
-
3
.
9
'
-
1
.
2
'
-
3
.
9
'
-
1
.
7
'
-
0
.
7
'
-
1
.
1
'
-
1
.
7
'
BU
RN
T S
TO
RE
R
OA
D (S
.R
. S
-765)
EXISTING WEIR NO. 15
EXISTING WEIR MOUNTED 1"
AIR SUPPLY LINE AND SEVEN (7) AIR
BLADDERS TO BE REMOVED AND
REPLACED (PHASE II)
SEE DETAIL C-104
SEE EROSION CONTROL DETAILS ON
SHEETS C-506 & C-507 FOR INLET
PROTECTION
NEW WEIR NO. 15 CONTROLS PAD
(SEE SHEET C-502)
FENCE
6' GATE
BOLLARDS
1" TYPE 316 SS UNDERGROUND AIR
SUPPLY LINE FROM
PNEUMATIC CONTROL
PANEL TO SEAWALL
SUPPLY LINE CONNECTION.
CONCRETE EQUIPMENT PAD
CONCRETE PAD CORNER
N:842149.44
E:643139.00
ONE (1) 2" SCH 80 PVC
ELECTRICAL CONDUIT TO
FIELD INSTRUMENTS
CORE DRILL SEAWALL
AND ROUTE 1" AIR
SUPPLY LINE AND 2" SCH 80
PVC ELECTRICAL CONDUIT ALONG
CANAL SIDE OF SEAWALL.
(SEE DETAIL 5 SHEET C-501)
CUT EXISTING 1" 316 SS AIR TUBING AND
CONNECT TO NEW 1" 316 SS AIR TUBING
WITH SWAGELOK UNION. INSTALL BALL
VALVE AND ROUTE NEW 1" INCH 316 SS AIR
TUBING TO NEW WEIR NO. 15 CONTROLS
PAD (PHASE I).
NEW WEIR INCLINE SENSOR FIELD
INSTRUMENT MOUNTED ON ALUMINUM
ANGLE SUPPORT (BY OWNER)
NEW SHADROE CANAL LEVEL SENSOR
FIELD INSTRUMENT (BY OWNER)
ELECTRICAL
PANEL
Checked By:
Drawn By:
Project No.:
Designed By:
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Bar Measures 1 inch
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200-08309-17006
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PH
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: (4
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EN
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Alfre
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3501 D
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210
Ca
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oral, F
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Engineering B
usiness N
o. 2429
_
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__
__
__
__
__
__
__
__
__
__
_
D
AT
E _
__
__
__
__
__
__
_
10
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C
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C-103
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FM
WV
FM
N
0
SCALE (22"x34"):
5' 10' 20'
1" = 10'
HALF SCALE (11"X17"): 1" = 20'
SHADROE CANAL SITE PLAN
NOTE:
1. INSTALL EROSION CONTROL MEASURES
T0 PROTECT SHADROE CANAL. REFER TO
DETAILS ON SHEETS C-506 & C-507.
14'-0" TYP. - 7 GATE BAYS 14'-0"
6"
1'-0" TYP.
7" T
YP
.
1'-11"
1'-0
3 4
"
TY
P.
3" TYP.
6" TYP.
3
1 4
" T
YP
.
7'-0" TYP.
3'-6" TYP.
8" TYP.
1'-4" TYP.
6" TYP.
1'-0" TYP.
(2) ANGLE LATCHES WITH
(2) Ø1/2" X 8" BOLTS TYP
14 PLACES
Ø1" MAIN ANCHOR BOLT
TYP. 98 PLACES
14'-0" TYP.
1" AIR SUPPLY LINE
TO CONTROL PANEL
& PRESSURE TANK
ON NORTH SIDE OF
SHADROE CANAL.
1" AIR SUPPLY LINE
FLOW
DIRECTION
TOP OF EXST
CONCRETE WEIR
14'-0" TYP. - 7 GATE BAYS 14'-0"
6"
1'-0" TYP.
7" T
YP
.
1'-11"
1'-0
3 4
"
TY
P.
3
1 4
" T
YP
.
7'-0" TYP.
3'-6" TYP.
6" TYP.
1'-0" TYP.
Ø1" MAIN ANCHOR BOLT
TYP. 98 PLACES
14'-0" TYP.
FLOW
DIRECTION
TOP OF EXST
CONCRETE WEIR
Checked By:
Drawn By:
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Designed By:
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2 3 4 5 6 7
Bar Measures 1 inch
Co
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200-08309-17006
WE
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1
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PH
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: (4
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EN
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S N
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Alfre
d J. M
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.E
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P.E
. N
o. 5
99
13
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tra
T
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In
c.
3501 D
el P
rad
o B
lvd, S
uite
210
Ca
pe C
oral, F
lorida 33904
Engineering B
usiness N
o. 2429
_
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D
AT
E _
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10
15
C
ultu
ra
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ark B
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va
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Ca
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C
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lo
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39
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CIT
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C-104
WE
IR
A
IR
S
UP
PL
Y L
IN
E
PL
AN
A
ND
D
ET
AIL
S
FM
WV
FM
REMOVE EXISTING 1" SS AIR SUPPLY LINE AND INSTALL NEW
1" TYPE 316 AIR SUPPLY LINE WITH SWAGELOK
FITTINGS FROM WEIR BLADDERS TO PNEUMATIC
CONTROL PANEL AND PRESSURE TANK. (PHASE II)
REMOVE ANCHOR BOLTS AND
ANGLE LATCHES AND SEAL WITH
NON-SHRINK GROUT. (PHASE II)
SEE DETAILS ON SHEET C-501
FOR MODIFICATIONS TO AIR
CONNECTION AT BLADDERS
SEE DETAILS BELOW
1" AIR SUPPLY LINE
TO CONTROL PANEL
& PRESSURE TANK
ON NORTH SIDE OF
SHADROE CANAL.
NEW 1" AIR SUPPLY LINEUNISTRUT SUPPORTS
Checked By:
Drawn By:
Project No.:
Designed By:
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A
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C
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2 3 4 5 6 7
Bar Measures 1 inch
Co
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T
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200-08309-17006
WE
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1
5 B
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PR
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CIT
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60
0 C
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W
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, S
UIT
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00
ES
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PH
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E: (2
39
) 3
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-1
46
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: (4
07
) 8
39
-3
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0
EN
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IN
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Alfre
d J. M
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.E
.
P.E
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o. 5
99
13
, F
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tra
T
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In
c.
3501 D
el P
rad
o B
lvd, S
uite
210
Ca
pe C
oral, F
lorida 33904
Engineering B
usiness N
o. 2429
_
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D
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E _
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15
C
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CIT
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OR
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C-501
AIR
S
UP
PL
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ON
NE
CT
IO
N
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B
LA
DD
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FM
WV
FM
Sheet
12" (TYPICAL)
·
·
··
·
·”
UNISTRUT SUPPORT SYSTEM
1" TYPE 316 SS AIR SUPPLY
LINE WITH SWAGELOK
FITTINGS FROM PNEUMATIC CONTROL
PANEL TO WEIR BALDDERS
ONE (1) 2" SCH 80 PVC ELECTRICAL
CONDUIT TO FIELD INSTRUMENTS.
FIELD INSTRUMENT WIRING TO BE
FURNISHED AND INSTALLED BY OWNER.
EXISTING SEAWALL CAP
4" SPACING BETWEEN 1" AIR LINE & 2" PVC
4" SPACING BETWEEN CAP AND 1" AIR LINE
REMOVE AND REPLACE SEVEN (7) AIR
BLADDERS WITH NEW AIR BLADDERS
FURNISHED BY OWNER
ELECTRICAL
PANEL
EXISTING SEAWALL AT CANAL
CORE DRILL SEAWALL
AND ROUTE 1" AIR
SUPPLY LINE AND 2"
SCH 80 PVC ELECTRICAL
CONDUIT ALONG
CANAL SIDE OF SEAWALL.
1" TYPE 316 SS AIR
SUPPLY LINE FROM
PNEUMATIC CONTROL
PANEL TO WEIR
BLADDERS.
SEE DETAILS ON SHEET
C-501 FOR MOUNTING.
6'-0" FENCE PANEL/GATE
WITH HINGES
3'-0" 3'-0"
6"
11
'-0
"
10
'-0
"
12'-0"
13'-0"
4'-0" (TYP)
5'-0
"5
'-0
"
5'-6
"
3'-6"
8' TALL HURRICANE FENCE
WITH FENCE POST SET
4'-0" ON CENTER
8' TALL HURRICANE FENCE
WITH FENCE POST SET
5'-0" ON CENTER
1'-0"
4"
6"
2" SCH. 40 ALUMINUM 20'
ANTENNA MAST (BY OWNER)
SUPPORT CABLES FOR TURBINE
MAST CONNECTED TO TOP OF FENCE
POSTS (BY OWNER)
BOLLARD (TYP OF 5)
PNEUMATIC
CONTROL
PANEL
ELECTRICAL
PANEL
30 GALLON
RECEIVING
TANK
(BY
OWNER)
WIND TURBINE (BY OWNER)
6'-0
"
ALUM. CAP
STAINLESS STEEL THRU BOLTS (TYP.)
2" DIA. SCH. 80 6061-TS ALUM. PIPE
THREE (3) 9/16"
UNISTRUT SUPPORTS
GRADE
SOLAR PANEL (BY OWNER)
PNEUMATIC CONTROL PANEL AND
ALL PANEL COMPONENTS BY OWNER
WIND TURBINE
(BY OWNER)
PNEUMATIC
PANEL2" SCH. 80 ALUMINUM 20'
ANTENNA MAST (BY OWNER)
ELECTRICAL CONTROL
PANEL AND ALL PANEL
COMPONENTS BY OWNER
PERFORM DENSITY TESTS
FOR COMPACTION AT TWO
RANDOM LOCATIONS AND
SUBMIT TO OWNER FOR
REVIEW PRIOR TO PLACING
CONCRETE.
2'-0
"
2'-0
"
4" CONCRETE EQUIPMENT PAD (11' X13')
TOC EL 7.30
TERMINATE 1” AIR
LINE AND 2" SCH 80 PVC
ELECTRICAL CONDUIT
4'-0” ABOVE CONCRETE SLAB
4'-0
" C
LE
AR
AN
CE
FR
OM
S
EA
WA
LL
9"
2'-1
"
3'-1
1
/2
"
ONE (1) 2" SCH 80 PVC
ELECTRICAL CONDUIT TO
FIELD INSTRUMENTS
AS DIRECTED BY OWNER
CONC. BASE
1/4"
1" (T
YP
.)
4"
2"
GROUND CLAMP
WITH HEX HEAD LUG
6" DIA.x1/4" ALUMINUM BASE PLATE
(4)
3
8" DIA.x3" LG. SS EXP. ANCHOR
BACK OF PANEL
(4)
7
16" DIA. HOLES (CITY TO DRILL)
2" SCH. 80 ALUMINUM WIND
TURBINE MAST
(BY OWNER)
SEE MAST MOUNTING
DETAIL BY OWNER
AS DIRECTED BY OWNER
TERMINATE 1” AIR
LINE AND 2" SCH 80 PVC
ELECTRICAL CONDUIT
4'-0” ABOVE CONCRETE SLAB
Checked By:
Drawn By:
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Designed By:
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1
A
B
C
D
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F
2 3 4 5 6 7
Bar Measures 1 inch
Co
pyrig
ht: T
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T
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200-08309-17006
WE
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1
5 B
LA
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&
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TR
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PR
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EM
EN
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CIT
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60
0 C
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, S
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00
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39
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PH
ON
E: (2
39
) 3
90
-1
46
7 F
AX
: (4
07
) 8
39
-3
79
0
EN
GIN
EE
RIN
G B
US
IN
ES
S N
O. 2429
Alfre
d J. M
ittl, P
.E
.
P.E
. N
o. 5
99
13
, F
L
Te
tra
T
ech
In
c.
3501 D
el P
rad
o B
lvd, S
uite
210
Ca
pe C
oral, F
lorida 33904
Engineering B
usiness N
o. 2429
_
__
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__
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D
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__
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_
10
15
C
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va
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39
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CIT
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C-502
CO
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P
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AN
D E
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VA
TIO
N V
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W
FM
WV
FM
Sheet
N
0
SCALE:
8" 1'-4" 2'-8"
3/4" = 1'-0''
NOTES:
1. FENCE DESIGN WIND LOAD IS 150 MPH. SUBMIT STRUCTURAL
PERFORMANCE OF CHAIN-LINK FENCE AND GATE FRAMEWORKS,
INCLUDING DATA ANALYSIS SIGNED AND SEALED BY
CONTRACTOR'S QUALIFIED PROFESSIONAL ENGINEER
RESPONSIBLE FOR THEIR PREPARATION.
A
ELEVATION
(FACING SOUTH & THE SEAWALL)A
AIR FLOW TO/FROM 30 GALLON
RECEIVING TANK
4" CONCRETE SLAB (PHASE I)
TERMINATE 1" AIR LINE 4'-0" ABOVE
CONCRETE SLAB (PHASE I)
AIR BLADDER
PRESSURE TRANSDUCER
(0-15 PSI)
LIVE LINE AIR FLOW TO
AIR BLADDERS
ISOLATION VALVE
HIGH PRESSURE GAUGE
PRESSURE REGULATOR
(0-100 PSI)
AIR/WATER SEPARATOR
ISOLATION VALVE
QUICK CONNECT
AIR BLOW-OFF
Checked By:
Drawn By:
Project No.:
Designed By:
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w.te
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DA
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200-08309-17006
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C-503
PN
EU
MA
TIC
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PA
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FM
WV
FM
Sheet
PNEUMATIC CONTROL PANEL6
SCALE: 3"=1'-0"
Checked By:
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200-08309-17006
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CIT
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C-504
DE
TA
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S
FM
WV
FM
Sheet
Checked By:
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Project No.:
Designed By:
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200-08309-17006
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1
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Alfre
d J. M
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Engineering B
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C-505
DE
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FM
WV
FM
Sheet
UNISTRUT 13/16" CHANNELS
MOUNTED 3'-0” ON CENTER
(TYP)
ONE (1) 2” SCH 80 PVC
ELECTRICAL CONDUIT
NEW 1" TYPE 316 SS AIR
SUPPLY LINE FROM
PNEUMATIC CONTROL
PANEL TO WEIR BLADDERS
ROUTE ONE (1) 1” SCH 80
PVC FLEXIBLE ELECTRICAL
CONDUIT TO WEIR INCLINE
SENSOR FIELD INSTRUMENT
SHADROE CANAL LEVEL
SENSOR FIELD INSTRUMENT
ON EAST SIDE OF SEAWALL
NEW WEIR INCLINE SENSOR
FIELD INSTRUMENT
MOUNTED ON ALUMINUM
ANGLE SUPPORT
ONE (1) 2” SCH 80 PVC
ELECTRICAL CONDUIT
NEW 1" TYPE 316 SS AIR
SUPPLY LINE FROM
PNEUMATIC CONTROL
PANEL TO WEIR BLADDERS
EXISTING SHADROE CANAL WATER LEVEL SENSOR
FIELD INSTRUMENT, POWER SUPPLY, AND
ASSOCIATED APPURTENANCES ON NORTH SIDE OF
SHADROE CANAL TO BE REMOVED (PHASE I)
REMAINDER OF EXISTING 1"
AIR LINE TO BE REPLACED IN
PHASE II.
EXISTING WEIR NO. 15 INCLINE SENSOR FIELD
INSTRUMENT, POWER SUPPLY, AND ASSOCIATED
APPURTENANCES ON NORTH SIDE OF SHADROE
CANAL TO BE REMOVED (PHASE I)
EXISTING 1” AIR LINE
ON NORTH SIDE OF
SHADROE CANAL WEIR
CUT EXISTING 1” 316 SS AIR TUBING AND CONNECT TO
NEW 1” 316 SS AIR TUBING WITH SWAGELOK UNION.
INSTALL 1” STAINLESS STEEL BALL VALVE (PHASE I).
REMAINDER OF EXISTING 1" AIR LINE TO BE
REPLACED IN PHASE II.
INSERT 2" RIGID
NONMETALLIC TYPE LB
CONDUIT BODY
INSERT 2" RIGID NONMETALLIC TYPE T CONDUIT BODY AND
ROUTE TEE ONE (1) 2" SCH 80 PVC FLEXIBLE ELECTRICAL
CONDUIT TO SHADROE CANAL LEVEL SENSOR FIELD
INSTRUMENT ON EAST SIDE OF SEAWALL
NOTES:
1. FIELD INSTRUMENTS TO BE FURNISHED AND
INSTALLED BY OWNER.
2. CONDUCTORS TO FIELD INSTRUMENTS TO BE
FURNISHED AND INSTALLED BY OWNER.
3. ALL OTHER WORK BY CONTRACTOR.
1" STAINLESS STEEL BALL VALVE
EXISTING STORM
PIPE OUTLET
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: (4
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Alfre
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C-506
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N C
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FM
WV
FM
Sheet
Checked By:
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Designed By:
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Bar Measures 1 inch
Co
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ht: T
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T
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200-08309-17006
WE
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1
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: (4
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EN
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IN
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S N
O. 2429
Alfre
d J. M
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.E
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P.E
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o. 5
99
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3501 D
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Engineering B
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C-507
ER
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N C
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NE
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L D
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S
FM
WV
FM
Sheet
Checked By:
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Designed By:
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200-08309-17006
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1
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PH
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) 8
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IN
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S N
O. 2429
Alfre
d J. M
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P.E
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o. 5
99
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In
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3501 D
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Engineering B
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C-508
WE
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S
EC
TIO
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AN
D D
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S
FM
WV
FM
Sheet
UP
ST
RE
AM
F
AC
E O
F D
AM
UP
ST
RE
AM
F
AC
E O
F D
AM
Checked By:
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Co
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200-08309-17006
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1
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: (4
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39
-3
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EN
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S N
O. 2429
Alfre
d J. M
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P.E
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o. 5
99
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, F
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In
c.
3501 D
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lvd, S
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Engineering B
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C-509
WE
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S
FM
WV
FM
Sheet
SHIELD PANEL ASSEMBLY INSTALL DETAIL
NOTE: UNDERSIDE VIEW OF ASSEMBLED PANEL SHIELD,
TO BE ASSEMBLED AND ATTACHED TO GATE PANEL
FOR PROTECTION OF GATE INFLATION COMPONENTS
GATE PANEL LEAF
Checked By:
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T
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200-08309-17006
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1
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PH
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: (4
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) 8
39
-3
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0
EN
GIN
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RIN
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IN
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S N
O. 2429
Alfre
d J. M
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.E
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P.E
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o. 5
99
13
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c.
3501 D
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rad
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lvd, S
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Engineering B
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C-510
DE
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FM
WV
FM
Sheet
CLAMP BAR - WEIR 15
NOTES:
1. QUANTITIES : PART G - FOURTEEN (14) PIECES
2. MATERIAL: AISI 304 OR APPROVED EQUAL.
3. LOCATION OF STUDS, BREAKLINES, AND DIMENSIONS SHOWN RELATIVE TO FLAT SURFACE PRIOR TO BENDING.
4. ALL DIMENSIONS ARE WITHIN ±1/16" UNLESS OTHERWISE NOTED
5. APPROXIMATE WEIGHTS :PART G - 71 LBS
ANCHOR BOLT TEMPLATE
NOTES:
1. ANCHOR BOLT TO BE 15" LONG x 1" DIAMETER 304 SS
2. TEMPLATE HAS BEEN SANDBLASTED TO NEAR WHITE AND RED PRIME PAINTED
3. APPROXIMATE WEIGHT : 73.0 LBS
GATE PANEL AND SHEILD PLATE
NOTES:
1. QUANTITIES : SEVEN (7) PIECES EACH.
2. MATERIAL: AISI 304 OR 304L OR APPROVED EQUAL.
3. LOCATION OF STUDS, BREAKLINES, AND DIMENSIONS SHOWN RELATIVE TO FLAT SURFACE PRIOR TO BENDING.
4. ALL WELDING CONFORMS TO ANSI/AWS D1.1-98 STRUCTURAL WELDING CODE FOR STEEL.
5. APPROXIMATE WEIGHTS: GATE PANEL - 370 LBS
SHIELD PLATE - 330 LBS
6. ALL DIMENSIONS ARE ± 1/16" UNLESS OTHERWISE NOTED
PART G
SHIELD PLATE
GATE PANEL
Checked By:
Drawn By:
Project No.:
Designed By:
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WEB RETAINER
NOTES:
1. (66) PIECES
2. MATERIAL: AISI 304 OR APPROVED EQUAL.
3. LOCATION OF STUDS, BREAKLINES, AND DIMENSIONS SHOWN RELATIVE TO FLAT SURFACE PRIOR TO BENDING.
4. ALL DIMENSIONS ARE WITHIN ±1/16" UNLESS OTHERWISE NOTED.
5. APPROXIMATE WEIGHT : 3.5 LBS
SPLITTER BAR
NOTES:
1. (33) PIECES
2. MATERIAL: PULL-TRUDED POLYETHYLENE
3. ALL HOLES ARE LOCATED WITHING 1/32"OF TRUE POSITION
5. APPROXIMATE WEIGHT : 2.5 LBS
HINGE RETAINER
NOTES:
1. QUANTITIES : PART A - (334) PIECES
PART B - (10) PIECES
PART C - (12) PIECE
PART D - (19) PIECES
2. MATERIAL: AISI 304 OR APPROVED EQUAL.
3. LOCATION OF STUDS, BREAKLINES, AND DIMENSIONS SHOWN RELATIVE TO FLAT SURFACE PRIOR TO BENDING.
4. ALL DIMENSIONS ARE WITHIN ±1/16" UNLESS OTHERWISE NOTED.
5. APPROXIMATE WEIGHTS :PART A - 3.2 LBS
PART B - 2.5 LBS
PART C - 1.2 LBS
PART D - 2.0 LBS