control structure a-19 rehabilitation and …dnhiggins.com/docs/cs a19 attach c construction...

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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

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L S

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UC

TU

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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 #20140144 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

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Ph

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Fax: (772) 692-4341

Joseph W. Capra

301 N.W. Flagler Ave.

Stuart, Florida 34994

P.E. No. 37638

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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

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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)


(BANK & SHORE) (2.5 FT.

MIN. DEPTH PER DETAIL)


(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

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No

. E

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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



P.E. No. 37638

AU

TO

AC

TU

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OR

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Y O

F P

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T L

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N/A

$B

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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.

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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.



P.E. No. 37638

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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

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Printed Date:

OF

SHEET

JOB No.:




P.E. No. 37638

AU

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ET

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.)

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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


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


#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

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HO

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:

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DE

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D B

Y:

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N B

Y:

RE

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BY

DA

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NO

.

Printed Date:

OF

SHEET

JOB No.:

Joseph W. Capra

301 N.W. Flagler Ave., Ste. 201


P.E. No. 37638

PR

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DA

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:

TH

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IN

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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)


PVC FABRIC (300 PSI TEST)

STRESS PLATE


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.:




P.E. No. 37638

AU

TO

AC

TU

AT

OR

S A

TS

TR

UC

TU

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A-1

9C

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7/1

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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.

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ed by ___________

ATTACHMENT C - E-BID #20140144

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.:




P.E. No. 37638

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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.:




P.E. No. 37638

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ATTACHMENT C - E-BID #20140144

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control structure a-19 rehabilitation and …dnhiggins.com/docs/cs a19 attach c construction...

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