PROJECT AREA
SITE
ACCESS
VICINITY MAP
DESCRIPTION
SHEET INDEX
SHEETNUMBER
Civil Engineering Professionals
Engineering Business
No. EB-0007657
CONSTRUCTION PLANS AND SPECIFICATIONSOF
CONTROL STRUCTURE A-19REHABILITATION AND AUTOMATION
FORCITY OF PORT ST. LUCIE
LYING INSEC. 28, TWP. 37 S., RNG. 40 E.ST. LUCIE COUNTY, FLORIDA
LOCATION MAP
PROJECTLOCATION
THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE
STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION DESIGN
STANDARDS DATED 2014.
THESE PLANS ARE IN ENGLISH UNITS.
N.T.S.
PR
OJE
CT
NO
. 135
6.20
CO
NT
RO
L S
TR
UC
TU
RE
A-1
9
PROJECT NO. 1356.20 CONTROL STRUCTURE A-19
COVER SHEETCLEARING/DEWATERING PLANSITE PLANACTUATOR DETAILSSHEET PILE REHABILITATION DETAILS / NOTESCAMERA/POLE DETAILSDETAILS - SECTIONGENERAL NOTES
1234567
8-9
BID SET 12/17/2013
ENGINEERMR. JOSEPH W. CAPRA, P.E.CAPTEC ENGINEERING, INC.301 NW FLAGLER AVENUE, STE. 201STUART, FLORIDA 34994PHONE: (772) 692-4344FAX: (772) 692-4341P.E. NO. 37638
ATTACHMENT C - E-BID #20140144Page 1 of 9
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INSTALL SILT FENCE /
TURBIDITY BARRIER PRIOR
TO CONSTRUCTION ACTIVITY
INSTALL SILT FENCE /
TURBIDITY BARRIER
PRIOR TO
CONSTRUCTION
ACTIVITY
LOCATION #1
8" 2500 GPM
CENTRIFUGAL PUMP
#1
INSTALL COFFER DAM
FOR DEWATERING
CONTROL (TYP.)
#2
LOCATION #2
8" 2500 GPM
CENTRIFUGAL
PUMP
REMOVE ALL EXOTIC
VEGETATION BETWEEN E-3
CANAL AND TURNPIKE R/W
±0.43 AC
3
0
0
' R
/W
NOTE: NO WORK TO OCCUR WITHIN
THE FLORIDA'S TURNPIKE R/W
NO
RT
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Printed Date:
OF
SHEET
JOB No.:
PR
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TH
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76
57
301 N
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Stu
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a 34994
Ph
on
e: (772) 692-4344
Fax: (772) 692-4341
Joseph W. Capra
301 N.W. Flagler Ave.
Stuart, Florida 34994
P.E. No. 37638
AU
TO
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BID
S
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60'30'0'30'
GRAPHIC SCALE
ORDER OF EXCAVATION
NOTES:
A SINGLE (1) 2,500 GPM, 8" DISCHARGE PUMP OPERATING AT 40% MAXIMUM
CAPACITY FOR AN AVERAGE PUMPING RATE OF
2,500 GPM x 40% x 1 PUMP = 1,000 GPM
FOR A TOTAL OF 1,440,000 GPD
A SINGLE (1) 2,500 GPM, 8" DISCHARGE PUMP OPERATING AT 80%
MAXIMUM CAPACITY FOR A MAXIMUM PUMPING RATE OF
2,500 GPM x 80% x 1 PUMP = 2,000 GPM
FOR A TOTAL OF 2,880,000 GPD
MAXIMUM DAILY PUMPAGE
DEWATERING PUMPING OPERATIONS:
AVERAGE DAILY PUMPAGE
TOTAL PUMPAGE = AVG DAILY x 21 DAYS
= 1.44 MGD x 21 DAYS
= 30,240,000 GALLONS
TOTAL PUMPAGE
DEWATERING PLAN
1. PRIOR TO DEWATERING ALL SILT FENCE AND TURBIDITY BARRIERS SHALL BE
CONSTRUCTED.
2. IN CASE OF HEAVY RAINSTORM, ALL DEWATERING ACTIVITIES SHALL CEASE
AND EXISTING DISCHARGE PATTERN SHALL BE RESTORED.
3. DEWATERING ELEVATIONS DOWNSTREAM AND UPSTREAM NEED TO BE
REGULATED TO AVOID ADVERSE IMPACTS (FLOODING UPSTREAM AND
DOWNSTREAM).
4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF PORT ST.
LUCIE PUBLIC WORKS DEPT. AND UTILITY SYSTEMS DEPT. MINIMUM TECHNICAL
SPECIFICATIONS AND CONSTRUCTION STANDARDS, LATEST REVISION, AND
WITH ALL APPLICABLE FDOT SPECIFICATIONS AND FDEP RULES AND
REGULATIONS.
5. CONTRACTOR TO RESOD ALL DISTURBED AREAS AND MAINTAIN BY WATERING
FOR A MINIMUM OF TWO WEEKS (5 TIMES PER WEEK MINIMUM)
6. ELEVATIONS AS SHOWN HEREON REFERENCE NAVD 1988 DATUM, REFERENCE
A PORT ST. LUCIE BENCHMARK "2019", ELEVATION = 15.13 FEET LOCATED IN
DRIVEWAY AT ADDRESS 278 PARR DRIVE. ADD 1.48 FT TO ALL ELEVATIONS TO
CONVERT TO NGVD 29.
1. INSTALL SILT FENCES, TURBIDITY BARRIERS AND SOIL TRACKING DEVICE.
2. INSTALL EARTHEN BERMS/ COFFERDAMS.
3. SET DEWATERING PUMP AT LOCATION #1. DEWATER AS NEEDED. REFURBISH
SHEET PILE AND INSTALL RIP-RAP PAD WEST OF A-19 CONTROL STRUCTURE.
4. SET DEWATERING PUMP AT LOCATION #2. DEWATER AS NEEDED. RE FURBISH
SHEET PILE AND INSTALL RIP-RAP PAD EAST OF A-19 CONTROL STRUCTURE.
5. REMOVE PUMP AND BERMS / COFFERDAMS.
LEGEND
EASEMENT
RIGHT-OF-WAY LINE
EXISTING CULVERT
EXISTING SWALE
EXISTING TOE OF SLOPE
EXISTING TOP OF BANK
EXISTING WATER MAIN
EXISTING FORCE MAIN
EXISTING UG ELECTRIC
EXISTING FIBER OPTIC
ALWAYS CALL 811R
p:\1300\1356.20 - a19 actuators\dw
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ed by ___________
ATTACHMENT C - E-BID #20140144Page 2 of 9
SEE EXISTING WEIR
DETAIL THIS SHEET
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INSTALL 20'x 125'
RIP RAP PAD
A
A
SOD ALL DISTURBED
AREAS ABOVE
WATER LEVEL
INSTALL 3 - ROTORK IQS20
ELECTRIC MOTOR ACTUATORS
PROPOSED 56 LF 6'
CHAIN LINK FENCE
(TYPE-B) W/4" GATE
PER FDOT INDEX 802
CONCRETE PAD
@ EXISTING CONTROL PANEL
3
0
0
' R
/W
PROPOSED POLE /
CAMERA AND
GROUND WIRES
INSTALL 85'x 45' RIPRAP
(DITCH LINING) (2.0 FT. MIN.
DEPTH PER DETAIL)
INSTALL 85'x 50' RIPRAP
(BANK & SHORE) (2.5 FT.
MIN. DEPTH PER DETAIL)
INSTALL 85'x 45' RIPRAP
(DITCH LINING) (2.0 FT.
MIN. DEPTH PER DETAIL)
PROPOSED LIGHT POLE
(CONTRACTOR TO PROVIDE
DESIGN DRAWINGS)
EL. 20.15 NAVD
EXISTING
CONTROL PANEL
PROPOSED 6'
HIGH CHAIN LINK
FENCE/GATE
CONDUIT TO BE FASTENED
TO CAP (WEST SIDE) IN
ACCORDANCE WITH N.E.C.
ALL FASTENERS TO BE
STAINLESS STEEL (304)
EXISTING GATES / FRAMES TO BE REMOVED / INSPECTED /
REFURBISHED / REINSTALLED TO RESTORE PROPER OPERATION
(SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION)
PROPOSED 4" CONCRETE PAD
PROPOSED RAIN
BIRD WS-PRO2
WEATHER STATION
F
O
F
O
F
I
E
L
D
O
F
V
I
E
W
REPLACE EXISTING PVC
CONDUIT TO UPSTREAM
WATER LEVEL SENSOR
AND ACTUATORS
PROPOSED 56 LF 6'
CHAIN LINK FENCE
(TYPE-B) W/4" GATE
PER FDOT INDEX 802
PROPOSED 12' X 16' X
4" CONCRETE PAD
PROPOSED LIGHT
PROPOSED
DOWNSTREAM WATER
LEVEL SENSOR /
STILLING TUBE
EXISTING
UPSTREAM
WATER LEVEL
SENSOR
PROPOSED RAIN BIRD
WS-PRO2 WEATHER
STATION
PROPOSED CONDUIT TO
LIGHT AND DOWNSTREAM
WATER LEVEL SENSOR
EXISTING
CONTROL
PANEL
EXISTING CONTROL
STRUCUTRE A-19
PROPOSED CONDUIT
AND FIBER OPTIC
FOR CAMERA
0.5
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DA
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NO
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Printed Date:
OF
SHEET
JOB No.:
PR
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o.:
DA
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:
TH
IS
D
OC
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EN
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IN
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Civil E
ng
in
eerin
g P
ro
fessio
nals
En
gin
ee
rin
g B
usin
ess
No
. E
B-0
00
76
57
301 N
W F
lag
ler A
ve
Stu
art, F
lo
rid
a 34994
Ph
on
e: (772) 692-4344
Fax: (772) 692-4341
Joseph W. Capra
301 N.W. Flagler Ave.
Stuart, Florida 34994
P.E. No. 37638
AU
TO
AC
TU
AT
OR
SC
IT
Y O
F P
OR
T S
AIN
T L
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1356.20
3 9
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1" =
5
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N/A
$B
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11
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7/1
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BID
S
ET
EXISTING WEIR DETAIL(FACING WEST)
ELEVATIONS AS SHOWN HEREON REFERENCE NAVD 1988
DATUM, REFERENCE A PORT ST. LUCIE BENCHMARK "2019",
ELEVATION = 15.13 FEET LOCATED IN DRIVEWAY AT ADDRESS
278 PARR DRIVE. ADD 1.48 FT TO ALL ELEVATIONS TO CONVERT
TO NGVD 29.
IMPROVEMENT PLAN
LEGEND
EASEMENT
RIGHT-OF-WAY LINE
EXISTING CULVERT
EXISTING SWALE
EXISTING TOE OF SLOPE
EXISTING TOP OF BANK
EXISTING WATER MAIN
EXISTING FORCE MAIN
EXISTING UG ELECTRIC
EXISTING FIBER OPTIC
PROPOSED RIP RAP
(DITCH LINING)
PROPOSED RIP RAP
(BANK & SHORE)
NO
RT
H
60'30'0'30'
GRAPHIC SCALE
ALWAYS CALL 811R
N.T.S.
p:\1300\1356.20 - a19 actuators\dw
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-19 S
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M, S
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AP
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C E
ngineering, Inc., C
hecked and R
eview
ed by ___________
ATTACHMENT C - E-BID #20140144Page 3 of 9
NOTES
1. THE CONTRACTOR SHALL COORDINATE ALL ELECTRICAL ASPECTS OF THE PROJECT.
2. EACH ACTUATOR MOTOR TO HAVE A SEPARATE CIRCUIT BREAKER CONTRACTOR TO
REPLACE ELECTRICAL SERVICE PANEL AND INSTALL NEW CIRCUIT BREAKER
3. THE CONTRACTOR SHALL COORDINATE WITH THE PSL UTILITY SYSTEMS DEPT. / PUBLIC
WORKS DEPT. TO PERFORM ALL TESTING & INSTALLATION NECESSARY FOR A FULLY
FUNCTIONING SYSTEM.
4. ALL CONSTRUCTION / MATERIALS SHALL BE IN ACCORDANCE WITH PSL UTILITY SYSTEMS
DEPARTMENT STANDARDS AND NATIONAL ELECTRIC CODE LATEST EDITIONS.
5. ALL PANEL MOUNTING HARDWARE SHALL BE 316 STAINLESS STEEL.
6. ALL UNDERGROUND CONDUIT SHALL BE PVC, SCH 80 (ASTM 1785) AND INSTALLED 18” MIN.
DEPTH.
7. MAIN CABINET AND SUPPORTS SHALL BE LOCATED A MIN. OF 36” FROM FENCE AND/OR
OTHER STRUCTURES.
8. GROUNDING SHALL BE 20' X
3
4
" DIA. COPPERCLAD GROUND ROD W/APPROVED PRESSURE
TYPE BRONZE CONNECTOR CAP.
9. ALL EXPOSED CONDUITS BETWEEN ADJACENT PANELS SHALL BE SCHEDULE 80 UV
RESISTANT PVC (ASTM 1785). ALL EXPOSED CONDUIT SHALL BE RIGID METAL CONDUIT.
10. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS AND A PROJECT SCHEDULE DURING
THE PRE-CONSTRUCITON CONFERENCE, PRIOR TO COMMENCEMENT OF CONSTRUCTION.
11. SHOP DRAWINGS SHALL INCLUDE FULLY DIMENSIONED DRAWINGS OF THE PANEL, ALL
MATERIALS, AND LISTINGS OF ALL PARTS AND MANUFACTURERS.
12. CONTRACTOR SHALL ADD, REVISE, AND RESUBMIT SCHEDULE AND SHOP DRAWINGS AS
REQUESTED BY THE CITY.
13. ALL BRAND NAMES ARE USED FOR DESCRIPTIVE PURPOSES ONLY. “EQUAL” EQUIPMENT
OR MATERIAL WILL BE ACCEPTED. THE BRAND NAME & MODEL DESIGNATIONS IDENTIFY
THE MINIMUM REQUIREMENTS TO ESTABLISH EQUALITY.
14. THE CITY RESERVES THE RIGHT TO MAKE THE FINAL DETERMINATION OF “EQUAL-TO” FOR
ALL EQUIPMENT FOR THIS PROJECT.
Printed Date:
OF
SHEET
JOB No.:
Joseph W. Capra, P.E.
301 N.W. Flagler Ave.
Stuart, Florida 34994
P.E. No. 37638
AU
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ROTORK ELECTRIC MOTOR ACTUATORMODEL# IQS20 (w/SIDE HANDWHEEL)
N.T.S.
PLAN VIEW
SIDE VIEW
END VIEW
CONTROL CABINET(EXISTING AS NOTED)
N.T.S.
x
PSLUSD CABINET
FRONT VIEW
A
x x x x
EXISTING PSLUSD MAIN
STORMWATER CABINET
Nos. 1 & 3 TAPPED 1" NPT
No. 2 TAPPED 1 1/2" NPT
STANDARD ALTERNATIVES IF SPECIFIED
2 X M25, 1 X M40
2 X PG16, 1 X PG29
CONDUIT ENTRIES
1
2
3
PSLUSD
CABINET
ACTUATOR MOUNTING DETAILNOTES:
1. CONTRACTOR SHALL REFER TO MANUFACTURER'S SPECIFICATIONS AND GUIDELINES
FOR PROPER INSTALLATION.
SCADA CONTROLLED ELECTRIC MOTORSTORMWATER GATE ACTUATOR
PANEL SCHEMATIC DIAGRAMN.T.S.
UPSTREAM
WATER
SURFACE
ELEVATION
VARIES
UPSTREAM WATER
LEVEL INDICATOR
PLC
CISCO / ETHERNET
SWITCH
FIBER OPTICS
TRANSCEIVER
PATCH PANEL
SPARES
CITY OF PSL FIBER
OPTIC NETWORK
CONTROL PANEL DEAD FRONT LAYOUT
GATE 1 GATE 3
(0 ~ 100%)
(0 ~ 100%)
EXISTING
WATER LEVEL
INDICATOR
UPSTREAM
ULTRASONIC LEVEL
SENSORGATE ACTUATOR
(GATE QUANTITIES
VARY PER SITE)
MAIN
STORMWATER
PANEL (LOCATED
AT CONTROL
STRUCTURE)
PANEL FRONT
ELECTRICAL
POWER FEED
PANEL 120V
CONDUIT SCHEMATIC DIAGRAM
GATE
POSITION
GATE
CONTROL
DETAIL
INDICATING
LIGHTS
MAIN PANEL NEMA 4X
LOCATED AT CONTROL
STRUCTURE
HYDRORANGER
(EXISTING)
SUB-PANEL NEMA 4X
(MOUNTED w/MAIN
PANEL IN FIELD)
COMMAND SIGNAL
TO GATE
POSITION SIGNAL
FROM GATE
ROTORK IQ ELECTRIC
MOTOR ACTUATOR
EXISTING CONTROL
STRUCTURE
CANAL GATE
PANEL
BACK
2" PVC FIBER OPTIC
CONDUIT TO CITY
FIBER OPTIC NETWORK
3
4
" CONDUIT
3
4
" RAC CONDUIT 1# 18
SHLD. 1# 12G (TYP.)
3
4
" RAC CONDUIT
6# 14 (TYP.)
3
4
" PVC CONDUIT 2# 18
SHLD. 1# 12G (TYP.)
A
PLAN VIEW
FENCELINE/EDGE
OF CONCRETE SLAB
GATE POSITION
LCD INDICATOR
(0 TO 100%)
% GATE OPEN
INDICATING
LIGHTS
GATE OPEN/CLOSE
SELECTOR SWITCH
MANUAL LOCAL/REMOTE
OPERATION SELECTOR SWITCH
GFI OUTLET
2"CONDUIT
APPR. PRESSURE
TYPE BRONZE
CONNECTOR CLAMP
20' x
3
4
"Ø COPPERCLAD
GROUND ROD
#4 CU GROUND WIRE
FROM ANTENNA
GROUND (IF APPLICABLE)
ELASTOMERIC EXPANSION
JOINT (TYP.)
2" CONDUIT
FOR FIBER
OPTIC
EXISTING PIPE SUPPORT
THE PORTION OF PIPE
SUPPORTS COVERED BY
CONCRETE SHALL BE
COATED WITH BITUMASTIC
PAINT (8 MIL THICK).
4"
PROPOSED POURED
CONCRETE BASE
1'-6"Ø x 3' MIN.
3/4" CONDUIT TO
PRESSURE TRANSDUCER
(1) 3/4" CONDUIT TO ACTUATOR
CONTROL PER EACH ACTUATOR
MOTOR
EXISTING SUPPORT
STRIP (TYP.)
HARD WIRE ROTORK
ACTUATOR TO MAIN
STORMWATER PANEL
WITH
3
4
" CONDUIT
ATTACH ONE (1) ROTORK ACTUATOR
PER GATE WITH ROTORK COUPLING
ROTORK
ACTUATOR
LIFT HOUSING
COUPLING
SERVICE CLEARANCE (TYP.)
3
4
" DRIVE NUT FOR GAS POWERED
ACTUATOR OPERATION
MANUAL/AUTO OPERATION LEVER
ELECTRICAL HOUSING
IDENTIFICATION
PLATE
BATTERY HOUSING
TERMINAL HOUSING
6.50" 10.55" 14.09" 9.06"
5.12"
MOUNTING FACE
9.02"
6.30" Ø
3.98"
MOTOR
BASE MOUNTING POSITION
EARTHING HOLE (
1
4
")
MANUAL/AUTO
OPERATION
LEVER
BASE MOUNTING
POSITION
MOUNTING FACE
CONDUIT ENTRIES
3
4
" DRIVE NUT
IN CENTER OF
HANDWHEEL
DISPLAY WINDOW
LOCAL/REMOTE/STOP SWITCH
OPEN/CLOSE SWITCH
SERVICE
CLEARNACE
(TYP.)
NOTE: THE HYDRORANGER
CONTROLS TO BE INCLUDED
WITHIN MAIN CABINET
CAMERA
CAMERA
3
4
" RAC CONDUIT
FOR POWER
GATE 2
EXISTING
PROPOSED
EXISTING
PROPOSED
PROPOSED
3
4
" CONDUIT
EXISTING
PROPOSED
REMOVE GFCI
OUTLET CONDUIT
REPLACE
ENCLOSURE/CB'S
RB
WS-
PRO 2
RAIN BIRD
WS-PRO2
WEATHER
STATION
UPGRADE
EXISTING
MODICON PLC
TO M340 PLC
PROPOSED SURGE
ARRESTOR
REPLACE 2"Ø STEM
CONCRETE
CAP
SHEET PILE
EXISTING
10" PVC
STILLING
BASIN
PROPOSED 10" SDR 26 (UV
RESISTANT) PVC STILLING
BASIN - MOUNT TO CAP W/
S.S. PIPE CONDUIT
(INCLUDE COST W/ SENSOR)
PROPOSED
DOWNSTREAM
WATER SURFACE
ELEVATION
SENSOR
(SIEMENS ECHOMAX XPS - 15 ULTRASONIC TRANSDUCER)
DOWNSTREAM
ULTRASONIC LEVEL
SENSOR
EXISTING
PROPOSED
3'
CL
EA
R
DOWNSTREAM
WATER LEVEL
INDICATOR
SCADA CONTROLLED ELECTRIC MOTORSTORMWATER GATE MONITORING AND
CONTROL SCHEMATIC DIAGRAMN.T.S.
EXISTING GATE
(TO BE REFURBISHED)
EXISTING GATE
(TO BE REFURBISHED)
TO D/S WATER SURFACE
ELEVATION SENSOR
FLEXIBLE
METAL
CONDUIT
3
4
" PVC CONDUIT 2# 18
SHLD. 1# 12G (TYP.)
PROPOSED
PROPOSED
p:\1300\1356.20 - a19 actuators\dw
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A
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etail, 2/20/2014 1:56:08 P
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C E
ngineering, Inc., C
hecked and R
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ed by ___________
ATTACHMENT C - E-BID #20140144Page 4 of 9
Printed Date:
OF
SHEET
JOB No.:
Joseph W. Capra, P.E.
301 N.W. Flagler Ave.
Stuart, Florida 34994
P.E. No. 37638
AU
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2" MIN.
2" MIN.
2" MIN.
TYPICAL SHEET PILEPATCH PLATE DETAIL
N.T.S.
1/4
NOTES:
1. SHEET PILING SHALL BE SCALED DOWN TO SOUND WHITE METAL PER SFWMD SP5
REQUIREMENTS AS LISTED IN SFWMD SPECIFICATION SECTION 09900, PROTECTIVE
COATINGS, 1.02 C.4.
2. UPON COMPLETION OF THIS TREATMENT, ANY AREAS THAT HAVE HOLES PASSING
THROUGH THE SHEETS SHALL BE PATCHED WITH
3
8
" THICK A36 STEEL PLATE. SEE
"TYPICAL SHEET PILE PATCH PLATE DETAIL".
3. WELDS AND ADJACENT AREAS SHALL BE SOUND AND FREE OF CRACKS. THE WELD
METAL TO BE THOROUGHLY FUSED TO ALL SURFACES AND EDGES WITHOUT
UNDERCUTTING.
4. APPLY S-4 PROTECTIVE COATING SYSTEM PER SFWMD STANDARD SPECIFICATION
SECTION 09900 PROTECTIVE COATINGS.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FDOT STANDARD
SPECIFICATIONS AND/OR CITY OF PORT ST. LUCIE CONSTRUCTION STANDARDS
(MOST STRINGENT CRITERIA APPLIES).
6. CONTRACTOR SHALL MAINTAIN EFFECTIVE BEST MANAGEMENT PRACTICES FOR
SEDIMENT AND EROSION CONTROL IN ACCORDANCE WITH NPDES, SFWMD AND CITY
OF PORT ST. LUCIE STANDARDS AND CRITERIA.
7. ALL MAINTENANCE OF TRAFFIC (MOT) OPERATIONS SHALL BE IN ACCORDANCE
WITH FDOT STANDARD SPECIFICATIONS.
8. DAILY INSPECTION OF ALL MOT OPERATIONS SHALL BE PERFORMED BY
CONTRACTOR AND ADJUSTED AS REQUIRED TO CONTINUOUSLY MEET FDOT
STANDARDS.
9. SANDBLAST RUST, PAINT WITH ZINC RICH PAINT ON BOTH SIDES OF EXISTING
SHEET PILE WEIR (48" MIN. BELOW EXISTING GRADE) AND COAT ALL CONCRETE CAP
SURFACES WITH PENETRATING SILOXANE SEALER.
SUGGESTED WORK SEQUENCE :
1. INSTALL TEMPORARY COFFERDAMS (SUCH AS SHEET PILES, EARTHEN BERMS,
PORTADAM OR OTHER APPROVED ALTERNATE) TO THE GENERAL ALIGNMENTS
SHOWN.
2. DEWATER AREA BETWEEN COFFERDAM AND BULKHEAD.
3. REMOVE EXISTING GATES / REPAIR OR REPLACE FRAMES.
4. PERFORM SHEET PILE RESTORATION PER NOTES 1, 2 AND 3 BELOW.
5. INSTALL GATES AND ACTUATORS / TEST OPERATION.
6. INSTALL RIPRAP
7. REMOVE TEMPORARY COFFERDAMS.
8. CLEAN UP WORK AREAS AND SOD ALL DISTURBED AREAS.
EXISTING SHEET PILE
HOLE
4'
N.T.S.
PROPOSED AREA OF
SHEET PILE WEIR
REFURBISHING (1,513 SF
SURFACE AREA EACH
SIDE - 3,026 SF TOTAL)
A-19 CONTROL STRUCTURE SECTION
COAT EXISTING CONCRETE CAP WITH
PENETRATING SILOXANE SEALER
EXISTING
GRADE
- ITEMS WITH THIS SYMBOL REQUIRE APPROVED INSPECTION BY ENGINEER OF
RECORD OR CITY PERSONNEL PRIOR TO PROCEEDING. CONTRACTOR TO NOTIFY
ENGINEER / CITY PERSONELL TWO (2) FULL BUSINESS DAYS PRIOR TO NEEDING
INSPECTION.
ALWAYS CALL 811R
4' MIN. BELOW
EXISTING GRADE
(TYP.)
p:\1300\1356.20 - a19 actuators\dw
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-19 D
etails-S
heet P
ile R
ehab.dw
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heet P
ile R
ehabitation D
etail, 2/20/2014 1:56:23 P
M, S
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AP
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ngineering, Inc., C
hecked and R
eview
ed by ___________
ATTACHMENT C - E-BID #20140144Page 5 of 9
1'2" ETP ALLOY 110 COPPER
AIR TERMINAL (CLASS II)
24" M
IN
.
AB
OV
E P
OL
E
BOND #2 AWG TIN-PLATED BARE
SOLID COPPER GROUND WIRE
TO THE AIR TERMINAL BY AN
EXOTHERMIC WELD METHOD
#2 WIRE MAY BE ROUTED
INTERNALLY OR EXTERNALLY
ARECONT VISION AV1125IRv1
DAY/NIGHT CAMERA
BOND #4 AWG TIN-PLATED BARE
SOLID COPPER WIRE TO CAMERA
SUPPORT WITH AN ALUMINUM-TO-
COPPER #2 - #4 AWG LUG. ATTACH TO
CAMERA BASE USING A STAINLESS STEEL
SELF-TAPPING SCREW. REMOVE PAINT
OR PROTECTIVE COATING WHERE
ATTACHING LUG. BOND #4 WIRE TO #2
GROUND WIRE.
#2 AWG TIN-PLATED BARE SOLID COPPER
GROUND WIRE. CLAMP TO CONCRETE POLE
@3 INTERVALS. BOND TO AIR TERMINAL
AND GROUND ROD WITH EXOTHERMIC WELD.
12" MIN.
36" MAX.
1/2"X10' PVC CONDUIT SLEEVE SHALL BE
PROVIDED TO PROTECT ANY EXTERNAL
GROUND WIRE FROM MECHANICAL DAMAGE.
ENSURE CONDUITS ARE SEALED TO
PREVENT ANY WATER INTRUSION.
1/2" PVC CONDUIT
FOR GROUNDING
FINISHED
GRADE
2" PVC CONDUIT FOR
CONNECTION
GROUND ROD A
SEE INSET 'A'
GROUND
ROD B
6" M
IN
.
40' MIN.
3/4" DIAMETER BY 20'
LONG COPPER-CLAD
STEEL GROUND ROD
DRIVEN INTO
UNDISTURBED EARTH
TO GROUND ROD C
CONCRETE POLEGROUNDING DETAIL
(REFERENCE F.D.O.T. INDEX # 18102)
NOTES1. EXOTHERMICALLY WELD ALL
CONNECTIONS TO GROUND RODS.
2. INSTALL MARKER TAPE DIRECTLY
ABOVE ALL GROUNDING
ELECTRODES AND CONDUCTORS AT
A DEPTH OF 6".
3. ALL DATA, COAXIAL AND POWER
CABLES TO THE CAMERA SHALL BE
COMPLETELY CONCEALED.
4. ALL AIR TERMINALS MUST MEET
UL-96A.
5. ROUTE ALL CAMERA CABLES INSIDE
ARM OF MOUNTING BRACKET.
6. MAIN GROUND ROD TO BE PLACED
IMMEDIATELY ADJACENT TO POLE.
7. GROUND SYSTEM TO BE FIELD
LOCATED WITHIN RIGHT-OF-WAY.
#2 AWG TIN-PLATED BARE
SOLID COPPER WIRE
CONTINUOUS TO AIR TERMINAL
INSET "A"
#2 AWG MIN. TIN-PLATED
BARE SOLID COPPER
WIRE TO GROUND RODS
B AND C AS REQUIRED
#6 AWG TIN-PLATED
BARE SOLID COPPER
WIRE TO ELECTRICAL
SERVICE GROUND
GROUND ROD
PLACEMENT DETAIL
(TYPICAL EACH POLE)
MAIN ROD A
20' RADIUS EACH
"SPHERE OF INFLUENCE"
GROUND
ROD C
GROUND
ROD B
BOND #4 AWG TIN-PLATED BARE SOLID
COPPER WIRE TO CAMERA SUPPORT
WITH AN ALUMINUM-TO-COPPER #2 - #4
AWG LUG. ATTACH TO CAMERA BASE
USING A STAINLESS STEEL SELF-
TAPPING SCREW. REMOVE PAINT OR
PROTECTIVE COATING WHERE
ATTACHING LUG. BOND #4 WIRE TO #2
GROUND WIRE.
2" GALVANIZED NIPPLE
CABLING
TO CAMERA
POLE PLATE WITH
STAINLESS STEEL
BAND (OR METHOD
APPROVED BY
ENGINEER)
120°
(TYP.)
POLE PLATE WITH STAINLESS
STEEL BAND (OR METHOD
APPROVED BY ENGINEER)
ELEVATION WITH MOUNTING BRACKET
A A
SECTION A-A
CAMERA MOUNTING DETAIL
THE CONTRACTOR SHALL
VERIFY WITH CAMERA
MANUFACTURER THE CORRECT
CONNECTION TO ATTACH THE
CAMERA TO BRACKET
V
A
R
I
E
S
S
E
E
N
O
T
E
1
NOTES1. VERIFY THE POLE DIMENSIONS AT THE POINT OF INSTALLATION AND
THE ANGLE REQUIRED PRIOR TO MANUFACTURING THE CAMERA MOUNT
ASSEMBLY.
2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE
PROPOSED MOUNTING BRACKET TO THE ENGINEER FOR REVIEW AND
APPROVAL.
3. MOUNTING BRACKET SHALL BE LEVEL AFTER INSTALLATION.
4. SEE F.D.O.T. INDEX # 17725 FOR CONCRETE POLE SPECIFICATIONS.
5. GALVANIZED PIPE CONNECTIONS AND CONDUIT ENTRY POINTS SHALL
BE SEALED IN ACCORDANCE WITH SECTION 630 OF THE STANDARD
SPECIFICATIONS.
CONCRETE POLE
(REFERENCE F.D.O.T. INDEX # 17725)
CONCRETE POLE
(REFERENCE FDOT
INDEX # 17725)
24" M
IN
.
AB
OV
E
PO
LE
FINISHED
GRADE
6' B
UR
IA
L D
EP
TH
20' O
VE
RA
LL
L
EN
GT
H
12' C
AM
ER
A H
EIG
HT
18"
12"
24"
5'
2'
1'2" ETP ALLOY 110
COPPER AIR TERMINAL
(CLASS II)
1'2" ETP ALLOY 110
COPPER AIR
TERMINAL (CLASS II)
PLUG TOP OF POLE
WITH CONCRETE A
MINIMUM DEPTH OF 3"
1" LIFTING HOLE
1 - 2" COUPLING WITH CAP @
180° TO HANDHOLE BOX
8.4"
POLE TOTAL TAPER
= 0.152"/FT.
ALUMINUM NAMEPLATE
CONCRETE POLE LAYOUT DETAIL(REFERENCE F.D.O.T. INDEX # 18113)
CONCRETE SERVICE POLE
(REFERENCE F.D.O.T. INDEX # 17725)
#6 GROUND WIRE
3"x5" CONDUIT
ENTRY HOLE
PLUGGED BUTT
1-1/2" DRAIN HOLE
INTERIOR
CONDUIT
POLE
HANDHOLE
NOTES1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR
REVIEW AND APPROVAL PRIOR TO MANUFACTURING / ORDERING OF POLE.
2. SEE F.D.O.T. INDEX # 17725 FOR CONCRETE POLE SPECIFICATIONS.
3. 160 MPH WINDLOAD - CONTRACTOR TO PROVIDE CALCULATIONS WITH SHOP
DRAWINGS. CONTRACTOR TO PROVIDE GEOTECHNICAL DATA.
2" COUPLINGS LIFTING
POINT HOLE APERTURE
POLE
GRD. LUG
M
O
L
D
S
E
A
M
TOP VIEW
A B
C
D
PULLBOXES PER PSLU
LATEST STANDARDS
EXOTHERMIC WELD
ARECONT VISION
AV1125IRv1
DAY/NIGHT CAMERA
ARECONT VISION
AV1125IRv1
DAY/NIGHT CAMERA
NOTE:IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A COMPLETE
ASSEMBLY AS PER THE PLANS AND SPECIFICATIONS. THE INSTALLATION
SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE AND
APPLICABLE PORT ST. LUCIE CODES.
14.48"
CLASS 1
CONCRETE
36"
10
SC
AL
E
VE
RIF
IC
AT
IO
N
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B
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QU
AL
TO
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IN
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OR
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IN
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JU
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EN
SIO
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AC
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IN
GL
Y
CA
DD
F
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E:
HO
RZ
. S
CA
LE
:
VE
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. S
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LE
:
CH
EC
KE
D B
Y:
DE
SIG
NE
D B
Y:
DR
AW
N B
Y:
RE
VIS
IO
NS
BY
DA
TE
NO
.
Printed Date:
OF
SHEET
JOB No.:
Joseph W. Capra
301 N.W. Flagler Ave., Ste. 201
Stuart, Florida 34994
P.E. No. 37638
PR
OJ
EC
T N
o.:
DA
TE
:
TH
IS
D
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UM
EN
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D
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ST
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VIC
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IN
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W
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D. R
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IN
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p:\1300\1356.20 - a19 actuators\dw
g\1356-20 A
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M, S
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AP
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eview
ed by ___________
ATTACHMENT C - E-BID #20140144Page 6 of 9
SILT FLOW
S
I
L
T
F
L
O
W
AROUND DITCH BOTTOM INLETS.TYPE III SILT FENCE PROTECTION
DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING
WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS
USED AT PERMANENT BODIES OF WATER.
STRUCTURES SHEET 2 OF 3.
NOTE: SPACING FOR TYPE III FENCE TO BE IN
ACCORDANCE WITH CHART I, SHEET 1 OF 3
AND DITCH INSTALLATIONS AT DRAINAGE
CONTRACTOR TO INSTALL SILT FENCE WHEREVER RUNOFF FROM SITE
OR CONSTRUCTION IMPACTS THE ADJACENT PROPERTIES.
SILT FENCE APPLICATIONSN.T.S.
TYPE III SILT FENCE TYPE III SILT FENCE
1
0
0
'
1
0
0
'
100'
1
0
0
'
LEGEND
GENERAL NOTES
8"
3'
POST (OPTIONS: 2"x4" OR
2 1/2" MIN. DIA. WOOD; STEEL
1.33 LBS/FT. MIN.)
18 Oz. NYLON REINFORCED
PVC FABRIC (300 PSI TEST)
6" MAX.
5' O
R M
OR
E
18" M
IN
.
STAKED TURBIDITY BARRIER
5/16" VINYL SHEATHED EAW STEEL CABLE
(9800 LBS. BREAKING STRENGTH) WITH
GALVANIZED CONNECTORS (TOOL FREE DISCONNECT)
CLOSED CELL SOLID PLASTIC FOAM
FLOTATION (8" DIA. EQUIV.) (17 LBS.
PER FT. BUOYANCY)
5/16" GALVANIZED
CHAIN
SLOTTED PVC CONNECTOR PIPE
(METAL COLLAR REINFORCED)
18 Oz. NYLON REINFORCED
PVC FABRIC (300 PSI TEST)
STRESS PLATE
18 Oz. NYLON REINFORCED
PVC FABRIC (300 PSI
TEST) WITH LACING
GROMMETS
CLOSED CELL SOLID PLASTIC FOAM
FLOTATION (6" DIA. EQUIV.) (12 LBS.
PER FT. BUOYANCY)
1/4" GALVANIZED
CHAIN
5/8" POLYPRO ROPE
(600 LB. BREAKING
STRENGTH)
PROPOSED TOE
OF SLOPE
(T
YP
)
(
T
Y
P
)
EXIST.
CAUSEWAY
SHORE LINE
(T
Y
P
)
CURRENT
STRUCTURE ALIGNMENT
(
T
Y
P
)
SHORE LINE
LIMITS OF CONST.
TURBIDITY
BARRIERS
S
T
R
E
A
M
O
R
T
I
D
A
L
C
R
E
E
K
LIMITS OF CONST.
SHORE LINE
PILE LOCATIONS
DREDGE OR FILL AREA
MOORING BUOY W/ANCHOR
ANCHOR
BARRIER MOVEMENT DUE
TO CURRENT ACTION
NOTE:
NOTES:
1. FLOATING TURBIDITY BARRIERS ARE TO BE PAID FOR UNDER THE
CONTRACT UNIT PRICE FOR FLOATING TURBIDITY BARRIER, LF.
2. STAKED TURBIDITY BARRIERS ARE TO BE PAID FOR UNDER THE CONTRACT
UNIT PRICE FOR STAKED TURBIDITY BARRIER, LF.
N.T.S.
TURBIDITY BARRIER APPLICATIONS
TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL CREEKS
MAY EITHER BE FLOATING, OR STAKED TYPES OR ANY
COMBINATIONS OF TYPES THAT WILL SUIT SITE CONDITIONS AND
MEET EROSION CONTROL AND WATER QUALITY REQUIREMENTS. THE
BARRIER TYPE(S) WILL BE UNDER THE PAY ITEM(S) ESTABLISHED IN
THE PLANS FOR FLOATING TURBIDITY BARRIER AND/OR STAKED
TURBIDITY BARRIER. POSTS IN STAKED TURBIDITY BARRIERS TO BE
INSTALLED IN VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY
THE ENGINEER.
1. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF
WATER REGARDLESS OF WATER DEPTH.
2. NUMBER OF SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES.
3. DEPLOYMENT OF BARRIER GROUND PILE LOCATIONS MAY VARY TO
ACCOMMODATE CONSTRUCTION OPERATIONS.
4. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION
OPERATIONS.
5. FOR ADDITIONAL INFORMATION SEE SECTION 104 OF THE STANDARD
SPECIFICATIONS.
D
TYPE II
TYPE I
FLOATING TURBIDITY BARRIERSN.T.S.
COMPONENTS OF TYPES I AND II MAY BE SIMILAR OR
IDENTICAL TO NOTICE: PROPRIETARY DESIGNS. ANY
INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE
DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE
USER. SUBSTITUTIONS FOR TYPES I AND II SHALL BE AS
APPROVED BY THE ENGINEER.
CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10
FEET. TWO (2) PANELS TO BE USED FOR DEPTHS
GREATER THAN 10 FEET UNLESS SPECIAL DEPTH
CURTAINS SPECIFICALLY CALLED FOR IN THE PLANS
OR AS DETERMINED BY THE ENGINEER.
D = 5' STD. (ADDITIONAL PANEL FOR DEPTHS > 5')
D = 5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS)
D
D
TYPE III SILT FENCE
Printed Date:
OF
SHEET
JOB No.:
Joseph W. Capra, P.E.
301 N.W. Flagler Ave.
Stuart, Florida 34994
P.E. No. 37638
AU
TO
AC
TU
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OR
S A
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TR
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A-1
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T. L
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2/1
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RK
BID
S
ET
ALWAYS CALL 811R
SOD ALL
DISTURBED
AREAS
MATCH EXISTING
VARIES 20.0
MAX GRADE.
(TYP. BOTH SIDES)
3
1
3
1
3
1
3
1
TOP OF RIP
RAP EL 19.0
EXISTING RIPRAP TO REMAIN
50' ±
EL 2.5±
EL 5.0±
STILLING TUBE DETAILN.T.S.
6"
4' (MIN.)
GEOTEXTILE
18"
ROCK
RIPRAP
BEGIN RIPRAP & GEOTEXTILE FABRIC
1 FT. ABOVE TOP OF EXISTING HEADWALL
4' GEOTEXTILE FABRIC OVERLAP ON
TOP OF BEDDING STONE. WRAP
FABRIC AS ONE CONTINUOUS LAYER.
GEOTEXTILE
EARTHEN SLOPE
ROCK BEDDING
TOE-IN
18"
SOD EARTHEN
SLOPE (3:1 OR
FLATTER)
ADD ADDITIONAL 2.5 FT (MIN) LAYER OF
RIPRAP (BANK & SHORE ROCK SIZE)
PROPOSED 6"
ROCK BEDDING
PROPOSED 18" RIPRAP
10" Ø SDR
SIEMENS ECHOMAX XPS -
15 ULTRASONIC TRANSDUCER
1 5/8" X 1 5/8" S.S. UNISTRUT
RIGID S.S. CONDUIT CLAMP
CONCRETE CAP
6 - 5/8" Ø x 12"
S.S. ANCHOR RODS
EPOXY INTO CONCRETE CAP SHEET PILE
EXISTING RAILING
RIPRAP (DITCH LINING) DETAILN.T.S.
SECTION A - AN.T.S.
p:\1300\1356.20 - a19 actuators\dw
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Page 7 of 9
GENERAL NOTES
1. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGE OR
DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER.
2. THE CONTRACTOR SHALL CONTACT ENGINEER OF RECORD, THE APPROPRIATE GOVERNMENTAL JURISDICTIONAL AGENCY AND ALL OTHER CONCERNED
UTILITIES AT LEAST 2 FULL BUSINESS DAYS IN ADVANCE OF CONSTRUCTION OPERATIONS
3. THE LOCATION AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED ON THE BEST AVAILABLE INFORMATION.
ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL
EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY HAND EXCAVATION IN COORDINATION WITH ALL
UTILITY COMPANIES, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ANY AND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED
IMPROVEMENTS SHALL BE RESOLVED BY THE ENGINEER AND THE OWNER PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. THIS WORK BY THE
CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED.
4. PROJECT SUPERINTENDENT: THE CONTRACTOR SHALL PROVIDE A QUALIFIED SUPERINTENDENT TO REMAIN ON THE JOB SITE AT ALL TIMES WHEN WORK IS
BEING PERFORMED. THE SUPERINTENDENT SHALL BE PRESENT AT THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE LOCAL
UTILITY COMPANY BY LETTER PRIOR TO THE PRE-CONSTRUCTION MEETING APPOINTING THE SUPERINTENDENT FOR THIS PROJECT INCLUDING A FORMAL
RESUME SHOWING QUALIFICATIONS.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR T0 ENSURE HIS COMPLETE FAMILIARITY WITH THE PROJECT SITE AND COMPONENTS TO INCLUDE
SUBSURFACE CONDITIONS OF SOIL AND GROUNDWATER TABLE. BY SUBMITTAL OF A BID FOR THIS PROJECT, THE CONTRACTOR ACKNOWLEDGES HIS
COMPLETE UNDERSTANDING AND RESPONSIBILITIES WITH RESPECT TO THE CONSTRUCTION ACTIVITIES REQUIRED UNDER THE SCOPE OF THIS PROJECT.
6. THE "TRENCH SAFETY ACT" SHALL BE INCORPORATED INTO THIS CONTRACT AS ENHANCED BY THE LEGISLATURE OF THE STATE OF FLORIDA TO BE IN
EFFECT AS OF OCTOBER 1, 1990.
7. AS-BUILT PLANS: THE CONTRACTOR SHALL PROVIDE ONE (1) REPRODUCIBLE MYLAR COPY, FIFTEEN (15) BLACK LINE COPIES AND ONE (1) DIGITAL FORMAT
OF A CERTIFIED AS-BUILT SURVEY. DRAWINGS SHALL BEAR THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE SURVEYOR AND SHALL BE
SUBMITTED AFTER THE COMPLETION OF CONSTRUCTION, BUT PRIOR TO FINAL APPROVAL. THE AS-BUILT SURVEY SHALL BE PREPARED IN PLAN AND
PROFILE FORMAT BY A LICENSED PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA AND SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE FLORIDA ADMINISTRATIVE CODE AND CHAPTER 472 OF THE FLORIDA STATUES. THE DRAWINGS SHALL BE AT A SCALE COMPARABLE
TO THE DESIGN DRAWINGS PREPARED BY THE ENGINEER AND SHALL REFERENCE THE BASE LINE OF SURVEY APPEARING ON THE ENGINEERING
DRAWINGS. THE HORIZONTAL AND VERTICAL LOCATION OF THE ROADWAYS, DRAINAGE FACILITIES AND ALL APPURTENANCES SHALL BE ACCURATELY
DEPICTED TO SCALE AND SHALL BE IDENTIFIED RELATIVE TO THE BASE LINE AND TO READILY IDENTIFIABLE PERMANENT OR SEMI-PERMANENT REFERENCE
POINTS EXISTING AFTER THE COMPLETION OF CONSTRUCTION. ALL INFORMATION SHALL BE BASED UPON MEASUREMENTS AND OBSERVATIONS MADE IN
THE FIELD BY THE SURVEYOR CERTIFYING THE SURVEY OR BY PERSONNEL UNDER HIS EMPLOYMENT, DIRECTION AND SUPERVISION. THE COST FOR
PREPARING AND MAINTAINING THE AS-BUILT PLANS SHALL BE INCIDENTAL TO THE CONSTRUCTION COST.
8. THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE SCHEDULE OF WORK, INCLUDING A HIGHLIGHTED PLAN SHOWING THE ORDER OF
CONSTRUCTION WHICH WILL FACILITATE MAINTAINING EXISTING SERVICES DURING CONSTRUCTION. THIS PLAN SHALL BE IN ACCORDANCE WITH THE
FLORIDA DEPARTMENT OF TRANSPORTATION MAINTENANCE OF TRAFFIC AND STAGING PLAN.
9. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION AND THE CITY OF PORT ST. LUCIE PUBLIC WORKS AND
UTILITY SYSTEMS DEPARTMENT STANDARDS AND SPECIFICATIONS.
10. ALL PSLUSD, PSL FIBER OPTIC, TELEPHONE, FPL, LOCAL CABLE AND ALL LOCAL UTILITY COMPANY LOCATIONS SHOWN ARE TAKEN FROM INFORMATION
PROVIDED BY THAT UTILITY COMPANY. THESE LOCATIONS HAVE NOT BEEN VERIFIED IN THE FIELD. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL EXPOSE ALL CROSSINGS WITH PUBLIC & PRIVATE UTILITIES PRIOR TO
BEGINNING CONSTRUCTION AND DELIVERY OF PIPE. THE CONTRACTOR SHALL USE EXTREME CAUTION WITHIN THE VICINITY OF PUBLIC & PRIVATE UTILITY
FACILITIES. THE CONTRACTOR WILL REQUEST THE PRESENCE OF THE RESPECTIVE UTILITY REPRESENTATIVES DURING CONSTRUCTION IN THE VICINITY
OF THEIR FACILITIES. A PROFILE OF THE UTILITY FACILITIES ARE NOT PROVIDED IN THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR
CONTACTING THE PUBLIC & PRIVATE UTILITIES AND VERIFYING/OBTAINING THE APPROXIMATE LOCATION(S) OF THESE FACILITIES.
11. ANY NGVD 29 AND NAVD 88 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR
SHOULD NOTIFY,
GEODETIC INFORMATION CENTER CITY OF PORT SAINT LUCIE
ATTN: MARK MAINTENANCE CENTER PUBLIC WORKS DEPARTMENT
ATTN: M/CG - 162 121 SW PORT SAINT LUCIE BOULEVARD
6001 EXECUTIVE BOULEVARD PORT SAINT LUCIE, FL 34984-5099
ROCKVILLE, MD 20852 (772) 871-5100
TELEPHONE: (301) 443-8319
12. TEMPORARY BENCHMARK REFERENCED NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
13. CONTRACTOR TO UTILIZE "APPROVED FOR CONSTRUCTION" PLANS ONLY.
14. SHOP DRAWINGS FOR ALL STRUCTURES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING.
15. SHOP DRAWINGS ARE REQUIRED ON ALL STRUCTURES. THE ENGINEER REQUIRES FIVE (5) BUSINESS DAYS TO REVIEW SHOP DRAWINGS AFTER RECEIPT.
16. CONCRETE SHALL BE CLASS I 3,000 PSI MINIMUM COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. REINFORCING SHALL BE GRADE 60 DEFORMED
STEEL BARS IN ACCORDANCE ASTM A-615.
17. CONTRACTOR SHALL PROTECT ALL EXISTING ABOVE OR UNDERGROUND STRUCTURES, LANDSCAPE FEATURES, TREES AND UTILITIES NOT SHOWN ON THE
PLANS TO BE REMOVED BY CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITY.
18. ALL PROPOSED MATERIALS, CONSTRUCTION METHODS, TESTING AND CONFORM TO THE REQUIREMENTS OF THE CITY OF PORT ST. LUCIE CURRENT
STANDARD AND AWWA LATEST STANDARD.
19. ALL HORIZONTAL AND VERTICAL SURVEY CONTROL POINTS SHALL BE PROTECTED AND UNDISTURBED. IN THE EVENT THAT A CONTROL POINT IS
DISTURBED OR DESTROYED, THE POINT SHALL BE RE-ESTABLISHED BY A FLORIDA REGISTERED LAND SURVEYOR. IF THE CONSTRUCTION OCCURS IN THE
CITY OF PORT ST. LUCIE, THE METHOD TO RE-ESTABLISH THE POINT SHALL BE APPROVED BY THE CITY ENGINEER AT THE EXPENSE OF THE CONTRACTOR.
20. THE CONTRACTOR SHALL PREPARE A COMPLETE VIDEO RECORD OF THE PROJECT SITE BEFORE BEGINNING ANY WORK. THE VIDEO RECORD SHALL
INCLUDE ALL ROADWAY, DRAINAGE AND UTILITIES POINTS OF CONNECTION AND SHALL EXTEND A MINIMUM OF 100 FEET BEYOND THE WORK LIMITS TO
DOCUMENT THE EXISTING CONDITIONS. THE CONTRACTOR SHALL ALSO VIDEO DOCUMENT ALL HAUL ROUTES NEEDED FOR THE OFFSITE MOVEMENT OF
EARTHWORK. COPIES OF THE VIDEO RECORD SHALL BE PROVIDED TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO SUBMITTAL OF THE FIRST
PAY REQUEST.
21. THE CONTRACTOR SHALL VIDEO TAPE THE EXTERIOR AND REAR YARDS OF ALL HOUSES/BUSINESSES IN THE PROJECT AREA.
CULVERT LEGEND
RCP - REINFORCED CONCRETE PIPE CAP - CORRUGATED ALUMINUM PIPE
ERCP - ELLIPTICAL REINFORCED CONCRETE PIPE MES - MITERED END SECTION
FILTER FABRIC (STORM PIPE JOINTS)
THE CONTRACTOR SHALL WRAP ALL STORM PIPE JOINTS. CONSTRUCTION SHALL BE PER F.D.O.T. INDEX NO. 280 WITH WOVEN GEOTEXTILE TYPE D-3 (F.D.O.T.
INDEX NO. 199), SECURED W/STRAPPING. ALL JOINTS SHALL BE WRAPPED FOR A MINIMUM OF 18 INCHES FROM THE BAND OR JOINT OR BELL AND SPIGOT AS
APPLICABLE.
DEWATERING
STORM SEWER PIPES AND STRUCTURES AND UTILITIES SHALL BE LAID "IN THE DRY", UNLESS OTHERWISE APPROVED IN WRITING BY THE UTILITY AND
ENGINEER OF RECORD. THE CONTRACTOR, AT NO DIRECT COST TO THE OWNER, SHALL PERFORM ALL DEWATERING ACTIVITY. TRENCH EXCAVATIONS SHALL
BE DEWATERED BY USING ONE OR MORE OF THE FOLLOWING METHODS. SOCK DRAINS, WELL POINT SYSTEM, SUMP PUMPS OR OTHER METHOD(S) AS
APPROVED BY THE ENGINEER. DEWATERING SYSTEMS SHALL BE UTILIZED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND MUST BE EFFICIENT
ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM
AND DRY. IF THE MATERIAL ENCOUNTERED AT TRENCH GRADE IS SUITABLE FOR THE PASSAGE OF WATER WITHOUT DESTROYING THE SIDES OR UTILITY
FOUNDATION OF THE TRENCH, SUMPS MAY BE PROVIDED AT INTERVALS AT THE SIDE OF THE MAIN TRENCH EXCAVATION, WITH PUMPS USED TO LOWER THE
WATER LEVEL BY TAKING THEIR SUCTION FROM SAID SUMPS. DISCHARGE FROM DEWATERING SHALL BE DISPOSED OF IN SUCH A MANNER THAT IT WILL NOT
INTERFERE WITH NORMAL DRAINAGE OF THE AREA IN WHICH THE WORK IS BEING PERFORMED, CREATE A PUBLIC NUISANCE OR FORM PONDING. ALL
DISCHARGE SHALL BE IN ACCORDANCE WITH ANY SFWMD ISSUED PERMITS. THE OPERATIONS SHALL NOT CAUSE INJURY TO ANY PORTION OF THE WORK
COMPLETED OR IN PROGRESS OR TO THE SURFACE OF STREETS OR TO PRIVATE PROPERTY. THE ENGINEER OF RECORD AND NECESSARY REGULATORY
AGENCIES, PRIOR TO CONSTRUCTION, SHALL APPROVE THE PROPOSED DEWATERING METHOD(S) AND SCHEDULE. ADDITIONALLY, WHERE PRIVATE PROPERTY
WILL BE INVOLVED, THE CONTRACTOR SHALL OBTAIN ADVANCE PERMISSION FROM THE PROPERTY OWNER.
WATER QUALITY NOTES
1. ALL ACTIVITIES SHALL BE IMPLEMENTED AS SET FORTH IN THE PLANS, SPECIFICATIONS AND PERFORMANCE CRITERIA AS APPROVED BY LOCAL SURFACE
WATER PERMIT. ANY DEVIATION FROM THE PERMITTED ACTIVITY AND THE CONDITIONS FOR UNDERTAKING THAT ACTIVITY SHALL BE CONSIDERED A
VIOLATION OF THE PERMIT. PRIOR TO ANY WORK, A NOTICE OF CONSTRUCTION START MUST BE SUBMITTED TO THE SOUTH FLORIDA WATER
MANAGEMENT DISTRICT.
2. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES (BEST
MANAGEMENT PRACTICES) REQUIRED TO RETAIN SEDIMENT ON-SITE AND TO PREVENT VIOLATIONS OF STATE WATER QUALITY STANDARDS. ALL
PRACTICES MUST BE IN ACCORDANCE WITH THE GUIDELINES AND SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL. A GUIDE
TO SOUND LAND AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATIONS 1988), WHICH ARE HEREBY INCORPORATED BY
REFERENCE, UNLESS A PROJECT SPECIFIC EROSION AND SEDIMENT CONTROL PLAN IS APPROVED AS PART OF THE SFWMD PERMIT, IN WHICH CASE THE
PRACTICES MUST BE IN ACCORDANCE WITH THE PLAN. IF SITE SPECIFIC CONDITIONS REQUIRE ADDITIONAL MEASURES DURING ANY PHASE OF
CONSTRUCTION OR OPERATION TO PREVENT EROSION OR CONTROL SEDIMENT, BEYOND THOSE SPECIFIED IN THE EROSION AND SEDIMENT CONTROL
PLAN, THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL BEST MANAGEMENT PRACTICES AS NECESSARY, IN ACCORDANCE WITH THE SPECIFICATIONS IN
CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL:- A GUIDE TO SOUND LAND AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF
ENVIRONMENTAL REGULATION 1988). THE CONTRACTOR SHALL CORRECT ANY EROSION OR SHOALING THAT CAUSES ADVERSE IMPACTS TO THE WATER
RESOURCES AT NO ADDITIONAL COST TO OWNER.
3. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS PRACTICABLE IN PORTIONS OF
THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN SEVEN (7) DAYS AFTER THE
CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.
4. IF DEWATERING IS TO OCCUR DURING ANY PHASE OF CONSTRUCTION OR THEREAFTER AND THE SURFACE WATER PUMP(S), WELLS OR FACILITIES ARE
CAPABLE OF WITHDRAWING ONE MILLION GALLONS OF WATER PER DAY OR MORE OR AN AVERAGE OF 100,000 GALLONS PER DAY OR MORE OVER A YEAR
AND ANY DISCHARGE IS TO BE OFF-SITE, THE CONTRACTOR MUST APPLY FOR AND OBTAIN A CONSUMPTIVE USE PERMIT (40C-2) FROM THE SFWMD.
CONTRACTOR SHALL NOTIFY ENGINEER IF ADDITIONAL INFORMATION OR APPLICATION MATERIALS ARE NEEDED.
5. IF DEWATERING IS TO OCCUR, WATER QUALITY MONITORING SHALL BE PERFORMED DAILY. SAMPLING SHALL BE PERFORMED IN THE MIDDLE OF
ADJACENT CHANNELS MEASURING FOR TURBIDITY, 100 FEET UPSTREAM AND 100 FT DOWNSTREAM OF DISCHARGES. WHEN TURBIDITY EXCEEDS 29 NTU'S
ABOVE BACKGROUND LEVELS AT SAMPLE POINT WQ-1 AND/OR 0 NTU'S ABOVE BACKGROUND LEVELS AT SAMPLE POINT WQ-2, WORK MUST CEASE AND
REMEDIAL MEASURES MUST BE PERFORMED TO RETURN CONDITIONS TO ACCEPTABLE TURBIDITY LEVELS. CONTRACTOR MUST RECEIVE ENGINEER'S
APPROVAL PRIOR TO RESTARTING WORK. SAMPLE POINT LOCATIONS ARE IDENTIFIED IN THE SFWMD PERMITS.
6. THE CONTRACTOR SHALL PLACE TURBIDITY BARRIERS AT ALL OUTFALLS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL INSTALL TURBIDITY CONTROL
MEASURES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND MAINTAIN CONTROLS IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PERIOD,
ASSURING THAT TURBID DISCHARGES FROM THE PROJECT TO PROTECTED WATERS AND WETLANDS DO NOT EXCEED 29 NTU'S ABOVE BACKGROUND
LEVELS AND REMOVE CONTROLS AFTER COMPLETION OF CONSTRUCTION.
SOIL EROSION PLAN
1. NO POLLUTION OR EROSION CAUSED BY THIS PROJECT WILL BE ALLOWED IN THE STORMWATER DRAINAGE SYSTEM. THE CONTRACTOR SHALL INSTALL
ANY DEVICES NECESSARY TO PREVENT POLLUTION OR EROSION. THE COST OF POLLUTION AND EROSION CONTROL SHALL BE INCIDENTAL TO THE COST
OF THE CONSTRUCTION.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A SITE SPECIFIC SOIL EROSION CONTROL PLAN. IN GENERAL, THE SOIL EROSION CONTROL
PLAN SHALL REQUIRE THAT ALL ON-SITE SOILS WILL REMAIN ON-SITE AND WILL NOT ERODE INTO THE ADJACENT ROADSIDE SWALES, ADJACENT
PROPERTIES OR RETENTION DITCHES. ALL EXISTING SWALES SHALL REMAIN SODDED DURING CONSTRUCTION. THE CONTRACTOR SHALL SCARIFY ONLY
AS NECESSARY TO CONSTRUCT THE PROJECT. THE CONTRACTOR SHALL SCARIFY AREAS TO PLACE VARIOUS PIPE WORK. AFTER PLACEMENT OF THE
PIPE, THESE TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 98% MODIFIED PROCTOR AASHTO T-180. PRIOR TO DISCHARGE FROM THE SITE,
SILTATION BARRIERS AND HAY BALES SHALL BE UTILIZED. THE DRAINAGE WHICH OUTFALLS TO THE RETENTION AREAS SHALL BE STABILIZED AND SODDED
IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. ANY DEWATERING OR PUMPING OF WATER INTO THE ROADSIDE SWALES OR RETENTION SWALES
SHALL BE STAKED WITH BALED HAY AND SILTATION FENCES. UPON COMPLETION OF THE SITE WORK, ALL AREAS SHALL BE SODDED TO AVOID EROSION.
CONTRACTOR IS REQUIRED TO COMPLY WITH ALL STATE WATER QUALITY CRITERIA. SPECIFICALLY, NO OFF-SITE DISCHARGES WILL BE ALLOWED WHICH
EXCEED THE STATE TURBIDITY CRITERIA.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION OR SHOALING OF THE WATER QUALITY MANAGEMENT SYSTEM.
48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE CALL CENTER TOLL FREE 1-(800) 432-4770
UTILITY COMPANIES
CITY OF PORT ST. LUCIE UTILITIES
SYSTEMS DEPARTMENT
900 SE OGDEN LANE
PORT ST. LUCIE, FLORIDA 34983
772-873-6400
FLORIDA POWER AND LIGHT
1050 SE BRANDON CIRCLE
PORT ST. LUCIE, FL. 34952
772-337-7001
FLORIDA CITY GAS
1304 SW BAYSHORE BLVD
PORT ST LUCIE, FL 34983
800-993-7546
AT&T
3380 OKEECHOBEE RD, RM 237
FORT PIERCE, FL 34947
772-460-4448
COMCAST CABLE
1495 NW BRITT ROAD
STUART, FL 34994
561-692-9010
ALWAYS CALL 811R
Printed Date:
OF
SHEET
JOB No.:
Joseph W. Capra, P.E.
301 N.W. Flagler Ave.
Stuart, Florida 34994
P.E. No. 37638
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ATTACHMENT C - E-BID #20140144Page 8 of 9
SOD
1. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE AND FREE FROM WEEDS,
FUNGUS, INSECTS AND DISEASE OF ANY KIND. ALL SODDED AREAS SHALL BE GRASSED AS SPECIFIED ON PLANS AND SURVIVAL GUARANTEED FOR 365
DAYS FROM DATE OF REPLACEMENT.
2. SODDING SHALL CONSIST OF SITE PREPARATION, FURNISHING AND PLACING SOD, STAPLES AND FERTILIZER AND IRRIGATING AT THE RATES AND MANNER
DESCRIBED IN THIS SPECIFICATION FOR THE DESIGNATED AREAS.
3. SOD SHALL BE ARGENTINE BAHIA GRASS AND SHALL BE 12-INCH BY 12-INCH SQUARES OR OTHER COMMERCIALLY AVAILABLE RECTANGLES. THE SOD
SHALL BE SUFFICIENTLY THICK (MINIMUM THICKNESS OF 2 INCHES) TO PROVIDE A DENSE STAND OF LIVE GRASS. THE SOD SHALL HAVE BEEN GROWN ON
MINERAL SOIL. SOD SHALL BE LIVE, FRESH, AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE PROTECTED FROM DRYING OUT BY SHADING AND
WATERING FROM THE TIME IT IS DUG UNTIL PLANTING.
4. FERTILIZER SHALL BE EITHER IN THE LIQUID OR DRY FORM. FERTILIZER SHALL BE UNIFORM IN COMPOSITION, FREE-FLOWING AND SUITABLE FOR
APPLICATION WITH STANDARD EQUIPMENT. THE FERTILIZER SHALL CONFORM TO THE FLORIDA FERTILIZER LAWS IN EFFECT ON THE DATE OF IT BEING
PLACED AND SHALL BE DELIVERED IN BAGS, BOTTLES, DRUMS, OR OTHER CONVENIENT CONTAINERS, EACH FULLY LABELED AND BEARING THE NAME,
TRADEMARK, ANALYSIS, AND WARRANTY OF THE PRODUCT. FERTILIZER SHALL HAVE AN AVAILABLE PLANT FOOD ANALYSIS OF 10-10-10 OR EQUIVALENT
PLANT FOOD VALUE AND SHALL BE MIXED WITH THE TOP 3 TO 4 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT THE RATE OF 800 POINDS PER ACRE OR
18 POUNDS PER 1000 SQ. FT.
5. LIME SHALL BE DOLOMITIC LIMESTONE, AND SHALL BE IN ACCORDANCE WITH RULES AND REGULATIONS OF FLORIDA FERTILIZER LAW IN EFFECT ON THE
DATE OF IT BEING PLACED. LIME SHALL BE APPLIED AT THE RATE OF ONE TON PER ACRE OR 45 POUNDS PER 1000 SQ. FT.
6. STAPLES FOR SOD PLACED ON SIDE SLOPES 3:1 & STEEPER SHALL BE BLACK IRON WIRE NOT SMALLER THAN 14 GAUGE, AND BENT FROM A LENGTH OF
WIRE AT LEAST 25 INCHES LONG INTO A 'U' WITH A 1 INCH WIDTH AT THE CROWN. COST OF STAPLES SHALL BE INCIDENTAL TO THE SOD UNIT PRICE.
7. WATER USED FOR IRRIGATION MAY BE OBTAINED FROM ANY APPROVED SOURCE. IT SHALL BE FREE OF EXCESS AND HARMFUL CHEMICALS, ACIDS,
ALKALIES, OR ANY SUBSTANCE, WHICH IS HARMFUL TO PLANT GROWTH. ALL SODDED AREAS SHALL BE MAINTAINED BY WATERING FOR A MINIMUM OF TWO
WEEKS (5 TIMES PER WEEK MINIMUM) .
8. WHERE SODDING WILL BE DONE, ALL LOOSE ROCK, WOODY MATERIAL, AND OTHER OBSTRUCTIONS THAT WILL INTERFERE WITH SODDING SHALL BE
REMOVED AND THE AREA SHALL BE REASONABLY SMOOTH AND UNIFORM. LIME AND FERTILIZER WILL BE APPLIED IN THE SAME QUANTITY AND MANNER AS
SPECIFIED BY THE MANUFACTURER.
9. THE SOD STRIPS SHALL BE LAID IN A STAGGERED PATTERN WITH SNUG EVEN JOINTS. ALL JOINTS SHALL BE BUTTED TIGHT TO PREVENT VOIDS.
IMMEDIATELY FOLLOWING SOD PLACEMENT, IT SHALL BE ROLLED OR TAMPED TO INSURE SOLID CONTACT OF ROOT MAT TO SOIL SURFACE. THE SOD
SHALL BE SECURELY ANCHORED TO THE SOIL BY PINNING WITH STAPLES OR WOODEN PEGS WHEN PLACED ON SLOPES 3:1 OR STEEPER. COST OF
STAPLES AND PEGS SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. PIN OR PEG EACH SEPARATE PIECE OF SOD PLACED OR EVERY 3 FEET ALONG EACH
CONTINUOUS STRIP OF SOD.
EARTHWORK AND RELATED OPERATIONS
1. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PLAN FOR MONITORING OF ALL EARTHWORK AND RELATED OPERATIONS. THE QUALITY CONTROL
PLAN SHALL INCLUDE AS A MINIMUM, ALL TESTS THAT WILL BE PERFORMED INCLUDING THE PROPOSED TEST FREQUENCIES, ALL MATERIAL SOURCES, THE
NAME AND BACKGROUND OF THE PERSON THAT THE CONTRACTOR WILL DESIGNATE AS THE CONTRACTORS QUALITY CONTROL MANAGER, THE NAME AND
QUALIFICATIONS OF THE TESTING LABORATORY THAT WILL BE PERFORMING QUALITY CONTROL TESTING AND THE NAMES AND QUALIFICATIONS OF THE
TESTING LABORATORY PERSONNEL THAT WILL BE PERFORMING THE QUALITY CONTROL TESTING.
2. THE TESTING LABORATORY THAT IS RETAINED TO PERFORM THE CONTRACTOR'S QUALITY CONTROL TESTING MUST BE CERTIFIED BY A RECOGNIZED
QUALIFYING AGENCY SUCH AS FDOT, CMEC OR AASHTO FOR THE TYPE OF WORK TO BE PERFORMED.
3. THE QUALITY CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY EARTHWORK OR
RELATED OPERATION.
4. UTILIZATION OF MATERIALS WITHIN ANY ROADWAY CROSS SECTION SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS
(LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS.
5. IF THE EXISTING FILL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M 145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE CONTENT SHALL BE 2 PERCENT
ABOVE THE OPTIMUM MOISTURE CONTENT.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF EXCAVATED SOILS MEET THE REQUIREMENTS OF THE PROJECT PLANS AND SPECIFICATIONS
RELATIVE TO MATERIAL CLASSIFICATION. PIPE AND STRUCTURE BACKFILL MATERIAL SHALL BE LIMITED TO MATERIAL CLASSIFIED AS A-1, A-3 AND A-2-4 IN
ACCORDANCE WITH AASHTO M-145 AND SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. SECTION 125 REQUIREMENTS.
7. IF THE BACKFILL MATERIAL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M 145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE CONTENT SHALL BE 2
PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT.
COMPACTION
1. WHERE THERE IS EXISTING STRUCTURES ADJACENT TO THE SITE THAT MAY BE AFFECTED BY THE SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT,
DENSIFICATION MUST BE PERFORMED USING EQUIPMENT THAT WILL SATISFY THE REQUIRED DENSIFICATION WITHOUT THE RISK OF DAMAGE TO THE
EXISTING STRUCTURE(S).
2. LOADERS AND HEAVY PLATE COMPACTORS ARE TWO TYPES OF EQUIPMENT THAT HAVE BEEN USED SUCCESSFULLY.
3. DENSIFICATION PROCEDURES MUST COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED.
4. WHEN SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT CANNOT BE USED AS SPECIFIED, VIBRATORY PLATE COMPACTORS MAY BE USED. WHEN
THIS CONDITION OCCURS, THE OVERALL DENSIFICATION PROCEDURE MUST BE REVISED TO COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED.
IN GENERAL, SMALL PLATE COMPACTORS WILL BE EFFECTIVE TO A MAXIMUM DEPTH OF 6 TO 8 INCHES.
SOIL RECOMMENDATION AND REQUIREMENTS
1. STRIPPING AND GRUBBING:
* DURING THE GRUBBING OPERATION, ROOTS WITH A DIAMETER GREATER THAN 1/2 INCH, OR SMALL ROOTS IN A DENSE STATE, SHOULD BE GRUBBED AND
COMPLETELY REMOVED.
* PROOF-ROLLING THE CLEARED SURFACE IS RECOMMENDED TO LOCATE ANY UNFORESEEN SOFT AREAS OR UNSUITABLE SURFACE OR LOOSE TO LOOSE
FINE SAND SOILS WITHIN THE TOP 3 TO 4 FEET, AND TO PREPARE THE EXISTING SURFACE FOR THE ADDITION OF THE FILL SOILS (AS REQUIRED). ONE
COVERAGE CONSISTS OF PARALLEL PASSES OF THE VIBRATORY ROLLER TRAVELING AT "WALKING SPEED." EACH PASS SHOULD OVERLAP THE PRECEDING
PASS BY 30% TO INSURE COMPLETE COVERAGE. SUBSEQUENT COVERAGES SHOULD BE CONDUCTED IN A DIRECTION PERPENDICULAR TO THE PRECEDING
COVERAGE. IN AREAS THAT CONTINUE TO "YIELD" REMOVE ALL DELETERIOUS MATERIAL AND REPLACE WITH A CLEAN, COMPACTED SAND BACKFILL. THE
PROOF ROLLING SHOULD PRODUCE A DENSITY EQUIVALENT TO 95% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY VALUE FOR A
DEPTH OF 2 FEET IN THE BUILDING AREA. ADDITIONAL PASSES MAY BE REQUIRED IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED.
2. FILL REPLACEMENTS:
* WHERE FILL IS TO BE PLACED ON NATURAL GROUND, THE SURFACE MUST FIRST BE PREPARED AS OUTLINED ABOVE. THE FILL AT GRADE SHOULD EXTEND
A MINIMUM OF FIVE FEET (5') BEYOND THE STRUCTURE OUTLINE.
* FILL SHOULD BE A UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED 12 INCHES LOOSE MEASURE AND
COMPACTED AS OUTLINED ABOVE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO OBTAIN A MINIMUM OF 98% OF THE MODIFIED PROCTOR
(ASTM D-1557) MAXIMUM VALUE.
3. EXCAVATION AND BACKFILLING:
* WHERE EXCAVATION AND BACKFILLING ARE REQUIRED, THE SOILS SHOULD BE REMOVED TO THE SPECIFIED DEPTH SUFFICIENT COMPACTIVE EFFORT
MUST THEN BE APPLIED TO THE EXCAVATED SURFACE TO OBTAIN A MINIMUM OF 95% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE.
*
BACKFILL SHALL BE UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED 15 INCHES LOOSE MEASURE.
SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO EACH LAYER TO OBTAIN A MINIMUM OF 95% OF THE MODIFIED PROCTOR (ASTM D-1557)
MAXIMUM VALUE. THE EXCAVATED SURFACE AND EACH LAYER OF BACKFILL SHOULD BE COMPACTED WITH A SELF-PROPELLED STEEL DRUM VIBRATORY
ROLLER HAVING A MINIMUM TOTAL APPLIED FORCE OF 10 TONS.
4. GROUNDWATER:
* HEAVY RAINFALL AND/OR A HIGH WATER TABLE MAY OCCUR BEFORE THE EARTHWORK COMMENCES, OR DURING THE EARTHWORK OPERATION. WHEN
THESE CONDITIONS OCCUR AND THE SITE PREPARATION CANNOT BE ACHIEVED AS SPECIFIED, AN EXCAVATION OF THE EXISTING CONDITIONS SHOULD BE
CONDUCTED AND THE SPECIFICATIONS REVISED ACCORDINGLY.
5. SUITABLE FILL MATERIAL AND THE COMPACTION OF FILL SOILS:
* ALL FILL MATERIAL SHOULD BE FREE OF ORGANIC MATERIALS, SUCH AS ROOTS AND VEGETATION AS A GENERAL GUIDE TO AID THE CONTRACTOR, USE
FILLINGS WITH 3 TO 12 PERCENT BY DRY WEIGHT OF MATERIAL PASSING THE U.S. STANDARDS NO. 200 SIEVE SIZE. WITH PROPER MOISTURE CONTROL,
THESE SOILS SHOULD DENSIFY USING VIBRATORY COMPACTION METHODS. SOILS WITH MORE THAN 12% PASSING THE NO. 200 SIEVE WILL BE MORE
DIFFICULT TO COMPACT.
* ALL FILL MATERIAL SHOULD BE FREE OF ORGANIC MATERIALS, SUCH AS ROOTS AND VEGETATION AS A GENERAL GUIDE TO AID THE CONTRACTOR, USE
FILLINGS WITH 3 TO 12 PERCENT BY DRY WEIGHT OF MATERIAL PASSING THE U.S. STANDARDS NO. 200 SIEVE SIZE. WITH PROPER MOISTURE CONTROL,
THESE SOILS SHOULD DENSIFY USING VIBRATORY COMPACTION METHODS. SOILS WITH MORE THAN 12% PASSING THE NO. 200 SIEVE WILL BE MORE
DIFFICULT TO COMPACT.
6. ALL IMPORTED FILL SHALL HAVE RADIUM 226 CONTENT LESS THAN 1.0 PCI PER GRAM.
MAINTENANCE OF TRAFFIC
1. ALL M.O.T. SHALL BE IN ACCORDANCE WITH FDOT INDEX 600 SERIES.
2. THE CONTRACTOR SHALL PREPARE A PROJECT SPECIFIC M.O.T. PLAN FOR THE PROPOSED WORK AND SUBMIT FOR REVIEW AND APPROVAL A MINIMUM OF
TWO WEEKS PRIOR TO COMMENCING WORK. IMPLEMENTATION OF M.O.T. PLAN MAY NOT COMMENCE UNTIL AFTER APPROVAL IS GRANTED.
RELOCATION OF EXISTING FACILITIES
RELOCATION OF EXISTING FACILITIES SHALL CONFORM TO THE CURRENT DESIGN AND CONSTRUCTION STANDARDS OF CITY OF PORT ST LUCIE UTILITY
SYSTEMS DEPARTMENT AND PUBLIC WORKS . ALL MATERIALS USED IN CONSTRUCTION SHALL BE ON THE CITY OF PORT ST LUCIE UTILITY SYSTEMS
DEPARTMENT QUALIFIED PRODUCTS LIST. DESIGN FOR RELOCATION OF EXISTING FACILITIES MUST PROVIDE FOR CONTINUITY OF SERVICE TO EXISTING
CUSTOMERS AS WELL AS VERIFICATION THAT THE RELOCATED FACILITIES WILL NOT CAUSE ADDITIONAL OPERATIONAL AND MAINTENANCE EXPENSE TO THE
CITY OF PORT ST LUCIE .
CLEAN-UP
1. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT CONDITION AT ALL TIMES AND SHALL RESTORE/REPAIR ALL DRIVEWAYS, SIDEWALKS,
UTILITIES, LANDSCAPING, IRRIGATION SYSTEMS, ETC., AFFECTED BY CONSTRUCTION ACTIVITIES.
2. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, DEBRIS, EQUIPMENT, ETC., FROM THE JOBSITE IMMEDIATELY AFTER COMPLETION OF
CONSTRUCTION OPERATIONS.
3. FOR FURTHER SITE MAINTENANCE REQUIREMENTS THE CONTRACTOR IS REFERRED TO THE "AGREEMENT BETWEEN OWNER AND CONTRACTOR.
4. UNLESS OTHERWISE SPECIFIED OR NOTED; ALL DISTURBED AREAS TO BE RESTORED BY CONTRACTOR TO PRE-CONSTRUCTION CONDITION OR BETTER
PRIOR TO ACCEPTANCE BY THE CITY OF PORT ST LUCIE.
ENGINEER OF RECORD INSPECTION REQUIREMENTS
CONTRACTOR SHALL CONTACT ENGINEER OF RECORD
48 HOURS IN ADVANCE FOR FOLLOWING INSPECTIONS:
1. PRE CONSTRUCTION MEETING
2. REHABILITATION OF SHEET PILE
3. GATE REPLACEMENT / ACTUATORS
4. AS-BUILTS
5. SUBSTANTIAL COMPLETION
6. FINAL ALWAYS CALL 811R
Printed Date:
OF
SHEET
JOB No.:
Joseph W. Capra, P.E.
301 N.W. Flagler Ave.
Stuart, Florida 34994
P.E. No. 37638
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ATTACHMENT C - E-BID #20140144
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