14-33-ITB-26 Pond Improvements for Cadillac Drive Pond.pdf

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA

DELAND 4

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

FT PIERCE

FT MYERS

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

FORT WALTON

BEACH

PENSACOLA

WEST PALM

BEACH

FLORIDA

TURNPIKE

PANAMA

CITY

LAKE

CITY

DAYTONA

BEACH

SARASOTA -

BRADENTON

BEE LINE

EXPRESSWAY

PROJECT LOCATION

2/12/2026 9:25:18 AM C:\pw_work\american-pw-01\d0984264\CDP_KEYS01.dwgEric Nelson

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.A .C

PLANS PREPARED BY:

SHEET NO. SHEET DESCRIPTION

INDEX OF PLANS

CONSTRUCTION PLANS

FOR

CITY OF PALM BAY

CITY COUNCIL

MAYOR

DEPUTY MAYOR

COUNCIL MEMBER - SEAT 1

COUNCIL MEMBER - SEAT 2

COUNCIL MEMBER - SEAT 3

ROB MEDINA

MIKE JAFFE

KENNY JOHNSON

RICHARD “MIKE” HAMMER

CHANDLER LANGEVIN

CITY OF PALM BAY, FLORIDA

PUBLIC WORKS

CITY OF PALM BAY

POND IMPROVEMENTS

FOR CADILLAC DRIVE POND

CONTRACT 12-0-2024/GB

PROJECT NO. 25SU09

KEY SHEET

GENERAL NOTES

EROSION CONTROL & DEMOLITION PLAN

SITE PLAN

CROSS SECTIONS

DRAINAGE DETAILS

SHEET PILE WALL DATA TABLE

WALL 1 DETAILS

WALL 2 DETAILS

6-7

CONSOR NORTH AMERICA, INC.

2818 CYPRESS RIDGE BLVD. SUITE 200

WESLEY CHAPEL, FLORIDA 33544

PHONE: (813) 435-2702

NO. DATE DESCRIPTION APPROVED

REVISIONS

PROJECT LOCATION

1006 CADILLAC DRIVE NE

N

TOWNSHIP 28 S RANGE 37 ESECTION 04

T-27-S

T-28-S

R -3

7- E

R -3

8- E

T-28-S

T-29-S

R -3

7- E

R -3

8- E

FOR THE STANDARD DETAILS FOR THE CITY OF PALM BAY

VISIT THE FOLLOWING WEB SITE:

HTTPS://WWW.PALMBAYFLORIDA.ORG/GOVERNMNET/

CITY-DEPARTMENTS-A-TO-E/CUSTOMER-SERVICE/ENGINEERING

CITY APPROVAL BLOCK

PERMIT NO.DATE DESCRIPTION STATUS

PERMITS AND APPROVALS

T-28-S

T-29-S

T-27-S

T-28-S

ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD:

ERIC K. NELSON, JR. P.E. NO. 79361

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

STATE OF

No.

P R O

FESSIONAL EN

GI

NE

E R

ER

IC

K. NELSON JR.

FLORIDA

79361

LICENSE

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

SHEET NO. SHEET DESCRIPTION

KEY SHEET

GENERAL NOTES

EROSION CONTROL & DEMOLITION PLAN

SITE PLAN

CROSS SECTIONS

DRAINAGE DETAILS

6-7

STATE OF

No.

P R O

FESSIONAL EN

GI

NE

E R

R

EN

EE

M

AN

EIEK SIDONI REA

D

ER

FLORIDA

82174

LICENSE

SHEET NO. SHEET DESCRIPTION

SHEET PILE WALL DATA TABLE

WALL 1 DETAILS

WALL 2 DETAILS

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIC K. NELSON, JR. P.E.

LIC. No. 79361

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0984264\CDP_GENN.dwg Feb 12, 2026 - 9:25am

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DESIGNED BY:

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O T E S

GENERAL NOTES (ALL DRAWINGS)

CONTROL, DATUM, AND BENCHMARKS

1. HORIZONTAL CONTROL:

ALL HORIZONTAL LOCATIONS SHOWN ON THESE PLANS ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT), FLORIDA EAST ZONE, EXPRESSED IN U.S. SURVEY

FEET.

2. VERTICAL CONTROL:

ALL VERTICAL ELEVATIONS SHOWN ON THESE PLANS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88), EXPRESSED IN U.S. SURVEY FEET.

3. BENCHMARKS:

CONSTRUCTION SHALL BE CONTROLLED USING THE FOLLOWING ESTABLISHED BENCHMARKS:

· BENCHMARK NO. 1 (GATRAV7): ELEV. = 11.46 FT (NAVD 88)

· BENCHMARK NO. 2 (GATRAV8): ELEV. = 12.94 FT (NAVD 88)

· BENCHMARK NO. 3 (GATRAV9): ELEV. = 11.27 FT (NAVD 88)

BENCHMARKS ARE LOCATED AS SHOWN ON THE EROSION CONTROL & DEMOLITION PLAN. THE CONTRACTOR SHALL VERIFY BENCHMARK STABILITY AND FIELD-CHECK ELEVATIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER BEFORE PROCEEDING.

4. COORDINATE BASIS:

ALL PLAN COORDINATES ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE (0901), EXPRESSED IN U.S. SURVEY FEET.

CONSTRUCTION / SITE PREPARATION

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GRADES, AND ELEVATIONS IN THE FIELD PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE ENGINEER.

2. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, STRUCTURES, AND VEGETATION TO REMAIN.

3. LIMITS OF CLEARING AND GRADING SHALL BE FIELD-STAKED AND APPROVED BY THE ENGINEER PRIOR TO DISTURBANCE.

4. CONTRACTOR SHALL NOTIFY SUNSHINE 811 AT LEAST 48 HOURS BEFORE ANY EXCAVATION.

5. CONTRACTOR SHALL MAINTAIN ACCESS AND DRAINAGE DURING CONSTRUCTION.

6. ALL DISTURBED AREAS NOT OTHERWISE NOTED SHALL BE STABILIZED WITH SOD OR SEED PER CITY OF PALM BAY STANDARDS.

7. CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH ALL PERMITS AND PERMIT CONDITIONS. OBTAIN PERMISSION FROM THE CITY ENGINEER OR ALL PERMITTING AGENCIES

IDENTIFIED IN THE SPECIFICATIONS PRIOR TO COMMENCING SITE WORK.

8. CONTRACTOR SHALL CLEAR AND GRUB ALL ON-SITE VEGETATION EXCEPT TREES IDENTIFIED TO REMAIN.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ROADWAYS, CURBS, SIDEWALKS, UTILITIES, OR BENCHMARKS CAUSED BY CONSTRUCTION ACTIVITIES. DAMAGED BENCHMARKS

OR PROPERTY CORNERS SHALL BE REPLACED BY A FLORIDA-LICENSED LAND SURVEYOR.

10. ALL EXCAVATIONS GREATER THAN 5 FEET SHALL COMPLY WITH OSHA TRENCH SAFETY STANDARDS (29 CFR §1926.650 SUBPART P).

EROSION & SEDIMENT CONTROL

1. INSTALL AND MAINTAIN SILT FENCE, TURBIDITY BARRIER, AND INLET PROTECTION AS SHOWN ON THE EROSION CONTROL PLAN.

2. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EARTHWORK AND REMAIN IN PLACE UNTIL FULL STABILIZATION IS ACHIEVED.

3. TURBIDITY BARRIERS SHALL REMAIN IN PLACE UNTIL WATER IS VISIBLY CLEAR AND CONSTRUCTION IS COMPLETE.

4. ANY SEDIMENT ESCAPING PROJECT LIMITS SHALL BE REMOVED IMMEDIATELY.

5. CONTRACTOR SHALL COMPLY WITH FDEP NPDES REQUIREMENTS AND CITY OF PALM BAY EROSION CONTROL STANDARDS.

MATERIALS & CONSTRUCTION REQUIREMENTS

1. ALL WORK SHALL CONFORM TO CITY OF PALM BAY STANDARDS AND FDOT STANDARD SPECIFICATIONS (LATEST EDITION) UNLESS OTHERWISE NOTED.

2. PIPE MATERIALS: PVC SCH 40 OR SDR 26 PER ASTM D1785 / D2241, AS INDICATED.

3. CONTRACTOR SHALL PROVIDE AS-BUILT ELEVATIONS FOR ALL STRUCTURES, INVERTS, AND LINER TIE-INS.

4. PROVIDE CONSISTENT, POSITIVE SLOPE BETWEEN ALL SPOT ELEVATIONS SHOWN ON PLANS.

5. ALL SLOPES 4H:1V OR STEEPER SHALL BE SODDED. SLOPES STEEPER THAN 3H:1V SHALL BE SODDED AND STAKED.

TESTING / INSPECTION

1. COMPACTION TESTING SHALL BE PERFORMED FOR ALL EMBANKMENTS AND BACKFILLS AS REQUIRED BY CITY STANDARDS.

2. PRESSURE TESTS SHALL BE CONDUCTED ON ALL PUMP AND PIPING ASSEMBLIES PRIOR TO OPERATION.

3. NOTIFY THE ENGINEER PRIOR TO MAJOR DEVIATIONS FROM APPROVED PLANS, PIPE BACKFILL, BASE MATERIAL PLACEMENT, AND ASPHALT PAVING.

4. THE ENGINEER AND CITY WILL REVIEW AND APPROVE SHOP DRAWINGS AND TEST RESULTS; COPIES SHALL BE PROVIDED TO THE PUBLIC WORKS DEPARTMENT.

SAFETY & ENVIRONMENTAL PROTECTION

1. MAINTAIN ALL WORK IN ACCORDANCE WITH OSHA AND LOCAL SAFETY REQUIREMENTS.

2. PROTECT EXISTING WETLANDS, WATER BODIES, AND VEGETATION OUTSIDE THE WORK AREA FROM DISTURBANCE.

3. STORE ALL FUEL, OIL, AND CHEMICALS AT LEAST 50 FT FROM WETLANDS OR WATER BODIES.

4. SHORING IS REQUIRED WHEN EXCAVATIONS ARE WITHIN 5 FT OF PAVEMENT OR SIDEWALK. ANY UNDERMINING OR DAMAGE SHALL BE RESTORED TO EQUAL OR BETTER CONDITION AND

MEET ADA STANDARDS.

CITY OF PALM BAY GENERAL NOTES

1. ALL DISTURBED AREAS SHALL HAVE GRASS/VEGETATION ESTABLISHED (80% GERMINATION) PRIOR TO FINAL INSPECTION.

2. NOTIFY THE PUBLIC WORKS DEPARTMENT BY EMAIL AT PWDEVELOPMENTREVIEWTEAM@PALMBAYFLORIDA.ORG AT LEAST 72 HOURS PRIOR TO STARTING CONSTRUCTION TO SCHEDULE A

PRE-SITE MEETING.

3. SIGNAGE IN THE RIGHT-OF-WAY OR PERMITTED DRIVEWAY REMOVED SHALL BE REPLACED IN ACCORDANCE WITH CITY AND MUTCD SPECIFICATIONS.

4. CONTRACTOR SHALL NOTIFY RIGHT-OF-WAY USE SERVICES 72 HOURS PRIOR TO ANY OFF-SITE CONSTRUCTION ACTIVITIES, INCLUDING EXCAVATION. SUBMIT ALL TEST RESULTS FROM

PUBLIC RIGHT-OF-WAY WORK.

O CONTACT: PUBLIC WORKS DEPARTMENT - RIGHT-OF-WAY USE SERVICES

PHONE: (321) 952-3403 | FAX: (321) 768-6401 | EMAIL: PWPERMITTING@PALMBAYFL.GOV

MAIL: 1050 MALABAR ROAD SW, PALM BAY, FL 32907

5. NOTIFY RIGHT-OF-WAY USE SERVICES AT (321) 953-8965 AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION WITHIN A RIGHT-OF-WAY (PAVING, PIPE, GRADING, SIDEWALK). WORK SHALL

BE PERFORMED IN THE PRESENCE OF A CITY INSPECTOR.

6. NOTIFY THE LAND DEVELOPMENT DIVISION 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY AND PROVIDE ALL CONCRETE, COMPACTION, AND ASPHALT TESTING RESULTS.

7. ALL UTILITY DESIGN, CONSTRUCTION, MATERIALS, AND TESTING SHALL CONFORM TO THE PALM BAY UTILITIES DEPARTMENT POLICIES, PROCEDURES, AND STANDARDS HANDBOOK.

8. NOTIFY THE PALM BAY UTILITIES INSPECTOR AT LEAST 48 HOURS PRIOR TO ANY UTILITIES WORK OR ACTIVITY NEAR EXISTING WATER/SEWER LINES. THE CONTRACTOR SHALL NOT

OPERATE PUBLIC VALVES WITHOUT AUTHORIZATION.

9. COMPLETE AND SUBMIT ROAD CLOSURE NOTIFICATION FORM 6.02-2 TO THE PUBLIC WORKS DEPARTMENT AT LEAST 72 HOURS BEFORE ANY ROAD CLOSURE. PROVIDE AN MOT PLAN SEVEN

DAYS IN ADVANCE.

10. PRIOR TO HAVING COMBUSTIBLE MATERIAL ON-SITE, ENSURE FIRE HYDRANTS AND PROTECTION SYSTEMS ARE INSTALLED AND OPERATIONAL.

11. DEWATERING PLANS SHALL BE SUBMITTED BY THE ENGINEER OF RECORD AND APPROVED BY THE CITY PRIOR TO IMPLEMENTATION.

CITY APPROVAL BLOCK

OE OE OE OE OE OE OE OE OE OE OE

O E

O E

OE

OE

SITE BENCHMARK GATRAV7

SET NAIL & DISC

"ECHO UES TP LB 8184"

ELEV = 11.46

SITE BENCHMARK GATRAV8

SET 5/8" IRON ROD & CAP

"ECHO UES TP LB 8184"

ELEV = 12.94

SITE BENCHMARK GATRAV9

SET 5/8" IRON ROD & CAP

"ECHO UES TP LB 8184"

ELEV = 11.27

S D

11"&15" 18" 10"

NO ID

DIRECTIONAL ARROWS

B-2

NO ID

SE INV. = 5.26'

SE INV. = 6.39'

36" C P P

34"X 53" E

R C P

MANHOLE ELEV. = 11.24'

NW INV. = 6.99'

C

ON

C S

LAB

C

ON

C S

LAB

1' WIDE

CONC WALL

6' CHAIN LINK

6' CHAIN LINK

GATE

GATE

WATERS EDGE

TOP OF BA

NK

TOP OF BANK

TOE

TOP

OF B

ANK

TOP OF BA

NK

DROP CURBDROP CURB

TOETOE

TOP OF BANK

TOP OF BANK

TO

P O

F B

AN

K

TOP OF BANK

50' R/W KNOWN AS CADILLAC DRIVE

AS SHOWN ON PLAT BOOK 15, PAGE 23

APPARENT/APPROXIMATE RIGHT OF WAY LINE

AP

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P R

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APPROXIMATE MEANDER LINE

PARCEL ID: 28-37-26-FP-79-18

CITY OF PALM BAY

LOT 18

BLOCK 79

P.B. 15, PG. 23

PARCEL ID:

28-37-26-FP-B

TRACT

'B'

BLOCK 79

P.B. 15, PG. 23

D R

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R

/W

- B

LOC

K

PARCEL ID: 28-37-26-FP-79-17

CITY OF PALM BAY

LOT 17

BLOCK 79

P.B. 15, PG. 23

PARCEL ID: 28-37-26-FP-79-16

CITY OF PALM BAY

LOT 16

BLOCK 79

P.B. 15, PG. 23

AP

P

AR

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T/AP

P R

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IM

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LOT LIN

E

AP

P

AR

E N

T/AP

P R

OX

IM

ATE

LOT LIN

E

AP

P

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T/AP

P R

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IM

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LOT LIN

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LOT LIN

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PARCEL

ID: 28-37

-26-FO

-79-15

ROBERT

WEBB & MONA LY

NNE WEBB

LOT 15

BLOCK

P.B. 14

, PG. 18

PARCEL ID: 28-37-26-FP-79-19

MARK WAYDA

LOT 19

BLOCK 79

P.B. 15, PG. 23

APPARENT/APPROXIMATE RIGHT OF WAY LINE APPARENT/APPROXIMATE RIGHT OF WAY LINE

TURKEY CREEK

WOODLINE

MARKED WETLANDS

WOODLINE

MARKED WETLANDS

WATERS EDGE

BEGIN DOUBLE SILT FENCE

N: 1340496.9 E: 788331.4

N: 1340527.6 E: 788287.3

END DOUBLE SILT FENCE

BEGIN STAKED TURBIDITY BARRIER

N: 1340642.0 E: 788299.2

173 LF OF DOUBLE SILT FENCE

REMOVE 80 SY EXIST. CONC. SPILLWAY

REMOVE 74 LF EXIST. FENCE AND GATE

N: 1340559.2 E: 788277.0

N: 1340694.6 E: 788308.5

END STAKED TURBIDITY BARRIER

BEGIN FLOATING TURBIDITY BARRIER

N: 1340721.5 E: 788283.8

END FLOATING TURBIDITY BARRIER

END STAKED TURBIDITY BARRIER

N: 1340747.1 E: 788294.8

BEGIN DOUBLE SILT FENCE

N: 1340771.1 E: 788446.9

N: 1340793.0 E: 788397.8

END DOUBLE SILT FENCE

BEGIN STAKED TURBIDITY BARRIER

N: 1340773.7 E: 788360.6

REMOVE 22 SY EXIST. RUBBLE RIPRAP

N: 1340750.7 E: 788341.0

96 LF OF DOUBLE SILT FENCE

92 LF OF STAKED TURBIDITY BARRIER

82 LF OF STAKED TURBIDITY BARRIER

36 LF OF FLOATING TURBIDITY BARRIER

REMOVE EXIST. RIPRAP AS NEEDED FOR

CONSTRUCTION OF SHEET PILE WALL

INLET PROTECTION

0.036 AC. WETLAND IMPACTS

N: 1340737.5 E: 788316.2N: 1340709.0

E: 788303.0

CADILLAC DRIVE

C H

AC

E L

AN

E

CONC. OR RIPRAP REMOVAL

WETLAND IMPACTS

LIMITS OF PROP. GRADING

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIC K. NELSON, JR. P.E.

LIC. No. 79361

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0984264\CDP_DEMO-ECP.dwg Feb 12, 2026 - 9:25am

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CITY APPROVAL BLOCK

NOTES:

1. EXISTING ITEMS SHOWN TO REMAIN SHALL BE PROTECTED IN

PLACE BY THE CONTRACTOR. ANY DAMAGE SHALL BE REPAIRED

OR REPLACED AT NO COST TO THE CITY.

2. ALL SALVAGEABLE AND REUSABLE MATERIALS SHALL BE

REMOVED AND DELIVERED TO THE PUBLIC WORKS COMPOUND

PER INSPECTIONS’ DETERMINATION.

3. TEMPORARY STABILIZED CONSTRUCTION ENTRANCE SHALL BE

INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE FDEP

EROSION AND SEDIMENT CONTROL MANUAL.

OE OE OE OE OE OE OE OE OE OE OE

E

O E

OE

OE

S D

11"&15" 18" 10"

CADILLAC DRIVE

C H

AC

E L

AN

E

1.

1.0

2.

3.

4.

6.

7.0

7.0

8.0

8.0

9.0

9.0

11.0

11.0

8.0 9.0

1011.012.0

11.0

12.0

13.0

13.0

1.0 1.0

2.

3.0

4.0

6.0

7.0

8.0

9.0

11.0

6.

7.

8.

9.0

11.0

12.0

12.0

4.0

4.0

6.0

4.0

5 3.0

4.0

4.0

6.0 7.0

8.0 9.0

8.0 9.0

2.0

1:

1:3

1:

1:

DREDGE POND TO EL. 3.60

AT 1:3 SIDE SLOPE

3.60

3.60

BEG. CL_SPW01

STA. 9+50.00

N:1340520.3 E:788297.3

END CL_SPW01

STA. 11+50.00

N:1340626.2 E:788407.3

CL_SPW01

STA. 10+90.72

X=788352.9 Y=1340649.6

CL_SPW02

STA. 20+83.86

X=788361.673

Y=1340667.563

BEG. CL_SPW02

STA. 19+50.00

N:1340790.5 E:788414.5

END CL_SPW02

STA. 21+50.00

N:1340693.7 E:788300.9

BEGIN SHEET PILE WALL 1

STA. 10+26.78

END SHEET PILE WALL 1

11+21.70

END SHEET PILE WALL 2

21+11.14

BEGIN SHEET PILE WALL 2

STA. 20+27.21

A A

B B

CONST. 15' BERM

1:

4.0

4.05

4.0

REINSTALL EXIST. 20' X 14' X 1' RIPRAP

PER FDOT INDEX NO. 430-012

N:1340610.7 E:788344.1

CADILLAC DRIVE POND DATA

PERMITTED BOT. EL. = 4.60

PROP. BOT. EL. = 3.60

CONTROL EL. = 6.10

WEIR EL. = 6.60

DHW EL. = 9.10

TOB EL. = 10.60

WEIR POINTS TABLE

POINT NAME

W-1

W-2

W-3

W-4

W-5

W-6

W-7

W-8

W-9

NORTHING

1340690.1

1340686.2

1340692.2

1340713.5

1340731.9

1340734.9

1340728.9

1340708.5

1340710.5

EASTING

788362.9

788338.4

788324.6

788308.4

788316.3

788342.9

788356.7

788370.8

788340.6

10.60

10.60

W-1

W-2

W-3

W-4

W-5

W-6 W-7

W-8

W-9

BEGIN BERM RE-GRADING

N:1340650.0 E:788303.3

MATCH EXIST. GRADE (EL. 10.6)

X=788312.4 Y=1340663.7

N:1340743.3 E:788346.0

END BERM REGRADING

N:1340752.8 E:788350.6

MATCH EXIST. GRADE (EL. 10.6)

X=788332.8 Y=1340673.3

N:1340741.5 E:788362.1

CONST. 24' X 25' X 3' RUBBLE RIPRAP (DITCH LINING)

N:1340727.7 E:788300.8

RUBBLE RIPRAP

CONCRETE

DREDGING

AERATIONPLUS 1800 OR EQUIVALENT CIRCULATOR

N:1340657.5 E:788361.0

AERATIONPLUS 1800 OR EQUIVALENT CIRCULATOR

N:1340556.2 E:788317.9

AERATIONPLUS 1800 OR EQUIVALENT CIRCULATOR

N:1340752.9 E:788401.1

35 LF WEIGHTED AIR HOSE

53 LF BURIED (0.5-FT DEPTH) ON-SHORE AIR HOSE

100 LF WEIGHTED AIR HOSE

40 LF BURIED (0.5-FT DEPTH) ON-SHORE AIR HOSE

20 LF WEIGHTED AIR HOSE

47 LF BURIED (0.5-FT DEPTH) ON-SHORE AIR HOSE

* ELECTRICAL SERVICE NOTES:

1. ALL ELECTRICAL DESIGN, MATERIALS, INSTALLATION, AND TESTING SHALL COMPLY WITH THE

CITY OF PALM BAY UTILITIES DEPARTMENT POLICIES, PROCEDURES, AND STANDARDS

HANDBOOK, AS WELL AS ALL APPLICABLE CODES AND REGULATIONS.

2. THE CONTRACTOR SHALL DESIGN, FURNISH, AND INSTALL THE COMPLETE ELECTRICAL SERVICE

REQUIRED FOR THE AIR PUMP INSTALLATION. THIS INCLUDES, BUT IS NOT LIMITED TO,

CONNECTION TO THE TRANSFORMER, INSTALLATION OF ANY REQUIRED METERING, BREAKER

PANELS, DISCONNECTS, AND PROTECTIVE DEVICES TO MEET LOCAL UTILITY REQUIREMENTS.

3. ELECTRICAL DEMAND AND LOAD REQUIREMENTS SHALL BE DETERMINED BY THE CONTRACTOR

BASED ON THE EQUIPMENT MANUFACTURER’S SPECIFICATIONS. THE CONTRACTOR SHALL

COORDINATE WITH FLORIDA POWER & LIGHT (FPL) FOR ALL SERVICE CONNECTIONS AND

INSPECTIONS AS REQUIRED.

4. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN AND INSPECTED

PER CITY OF PALM BAY REQUIREMENTS.

STEEL SHEET PILE WALL

SEE STRUCTURE PLANS FOR

DETAILS

STEEL SHEET PILE WALL

SEE STRUCTURE PLANS FOR DETAILS

** AIR PUMP CABINET NOTES:

1. EASYPRO SC22 DELUXE CABINET OR EQUIVALENT SHALL BE SECURELY

FASTENED TO CONC. PAD PER MANUFACTURER'S RECOMMENDATIONS.

2. CONTRACTOR SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR ALL

REQUIRED HARDWARE CABINET MOUNTING, AND ELECTRICAL WIRING.

SEE "DETAIL A"

DETAIL A

1" = 5'

1:

N:1340493.5 E:788342.9

N:1340514.0 E:788295.2

FDOT 6' TYPE "B" FENCE

700 LF

DOUBLE SWING GATE

12' OPENING

TYPE B FENCE

FDOT 6' TYPE "B" FENCE

TO BE PLACED OUTSIDE OF WETLAND

LIMITS AND TREE LINE

CONTRACTOR TO ADJUST PLACEMENT

ACCORDINGLY.

ADJUST TYPE "B" FENCE TO AVOID

EXISTING TREES

N:1340754.4 E:788452.5

N:1340775.3 E:788458.8

N:1340686.4 E:788425.9

FDOT 6' TYPE "B" FENCE

TO BE PLACED OUTSIDE OF WETLAND

LIMITS AND TREE LINE

CONTRACTOR TO ADJUST PLACEMENT

ACCORDINGLY.

DOUBLE SWING GATE

12' OPENING

TYPE B FENCE

OE OE OE OE OE OE

O E

AU200 OR EQUIVALENT AIR PUMP

W/ CONTROLLER TIMER

X=788386.8 Y=1340612.0

APPROX. LOCATION OF

EXIST. TRANSFORMER

X=788393.4 Y=1340602.1

14 LF 120V AC WIRING IN ELECTRICAL CONDUIT

FROM TRANSFORMER TO PANEL*

9.5' X 3.5' CONC. PAD

(4" THICK)

AU200 OR EQUIVALENT AIR PUMP

W/ CONTROLLER TIMER

X=788387.9 Y=1340614.6

AU200 OR EQUIVALENT AIR PUMP

W/ CONTROLLER TIMER

X=788385.7

Y=1340609.4 PANEL BOX & METER*

X=788389.5 Y=1340615.3

1' MIN. (TYP.)

9 LF FEEDER TO AIR PUMP CABINETS

1' MIN. (TYP.)

AIR HOSE TO POND CIRCULATOR

AIR HOSE TO POND CIRCULATOR

EASYPRO SC22 DELUXE 115V LOCKABLE

STEEL CABINET OR EQUIVALENT (TYP.)**

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIC K. NELSON, JR. P.E.

LIC. No. 79361

NO. DESCRIPTION

REVISIONS

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N 1" =

POND SECTION A-A

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00

H: 1" = 20' V: 1" = 4'

NWL EL. = 6.10

DHW EL. = 9.10

1:3 1:

EXIST. GROUND

PROP. POND GRADING

BOT. EL. = 3.60 BOT. EL. = 3.60

POND SECTION B-B

0+00 0+20 0+40 0+60 0+80 1+00 1+20

H: 1" = 20' V: 1" = 4'

NWL EL. = 6.10

DHW EL. = 9.10

1:3

1:

1:3

EXIST. GROUND

PROP. POND GRADING

BOT. EL. = 3.60

TOB EL. = 10.60

15' BERM

H: 1" = 20' V: 1" = 4'

SHEET PILE WALL 1 (CL_SPW01)

-12

-8

-4

-12

-8

-4

9+50 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40

EXIST. GROUND

PROP. POND GRADING

95.02' SHEET PILE WALL

DHW EL. = 9.10

NWL EL. = 6.10

1:3 1:

BOT. EL. = 3.60

WALL TOP EL. = 9.60

H: 1" = 20' V: 1" = 4'

SHEET PILE WALL 2 (CL_SPW02)

-12

-8

-4

-12

-8

-4

19+50 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40

EXIST. GROUND

PROP. POND GRADING

15' BERM

83.99' SHEET PILE WALL

DHW EL. = 9.10

NWL EL. = 6.10

1:3

1:

1:3

BOT. EL. = 3.60

TOB EL. = 10.60

WALL TOP EL. = 9.60

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIC K. NELSON, JR. P.E.

LIC. No. 79361

NO. DESCRIPTION

REVISIONS

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E C T I O N S

RIPRAP RUBBLE (DITCH LINING)

1:

1:

1:

1:

GALVANIZED STEEL SKIMMER *

N.T.S.

POND OUTFALL STRUCTURE

* SKIMMER AND NECESSARY INSTALLATION HARDWARE

ARE TO BE INCLUDED IN THE COST OF THE CONCRETE

NOTE:

1. CONCRETE SHALL BE CLASS II AND SHALL HAVE A 28 DAY MINIMUM

COMPRESSIVE STRENGTH OF 3000 PSI.

2. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A615, GRADE 60.

3. ALL REINFORCING BARS SHALL HAVE 3" COVER (TYP.)

POND

B B

A

A

EL. 5.10

N.T.S.

SECTION B-B

EL. 3.60

1:1.5

EL. 5.10 EL. 6.60

EL. 9.10

TOB EL. 10.60

WEIR WIDTH 20'

TOP OF BANK

ELEV. 10.60

GALVANIZED STEEL

SKIMMER

5.00' WEIR WALL LENGTH 32.50' 5.00'

20.00' WEIR WIDTH = TOE OF SLOPE

24.00'

25.00'

EXISTING GROUND TO WETLAND

EL. 1.50

TOP OF BANK

ELEV. 10.60

15.00'

1:1.5

1:1.5 1:1.5

1:1.5

20.00'8.25' 8.25'

WEIR WALL

3" CONC. DITCH PAVEMENT

1:1 .5

N.T.S.

SECTION A-A

RIPRAP 25.00' 27.30' TOP OF BANK WIDTH 15' 21.00' POND

1.5' 1'1:3

1:3

WEIR WALL 10"

3" ORIFICE

INV. EL. 6.10

TOB EL. 10.60

EL. 6.60

EL. 9.10

EL. 3.60

EL. 5.10 EL. 5.10

EL. 1.50

EL. -1.50

TOB EL. 10.60

GALVANIZED

STEEL SKIMMER

MATCH EXIST. GRADE

(APPROX. EL. 0.75)

3.00'

2.5"

6"

2.5"

FIBERGLASS SHEET

2.5" 3"

1'-6"

2"X1/2" Dia. STAINLESS STEEL BOLT

W/STAINLESS STEEL WASHERS BOTH SIDES

AND STAINLESS STEEL TACK WELD NUT TO BOLT

(3 PER BRACKET)

6"

3"

4" THICK (MIN.)

(T

YP

(TYP.)

THREADED REMOVABLE PLUG

ORIFICE ELEVATION

3" ORIFICE OPENING IN CAP

(DRILL HOLE)INLET WALL

4"

4" PVC TEE FITTING (TYPICAL)

N.T.S.

SKIMMER DETAIL 'A' (TYP.)

N.T.S.

ORIFICE DETAIL 'B'

3" X 3" GALVANIZED STRUCTURAL ANGLE. ATTACH

ANGLE TO PLATE AND CONCRETE IN ACCORDANCE

WITH FDOT INDEX NO 425-070. ADJUST EXPANSION

ANCHOR EMBEDMENT FOR CONCRETE DEPTH

ACCORDING TO MANUFACTURER'S RECOMMENDATIONS

2" X 2" GALVANIZED STRUCTURAL TUBING. EMBED

TUBING A MINIMUM OF 7" INTO CONCRETE. DO NOT

ALIGN TUBING WITH WEIR NOTCH. BOLT PLATE TO

TUBING IN ACCORDANCE WITH FDOT INDEX NO.

425-070. ADJUST BOLT LENGTHS AS NECESSARY.

4' MAX.

(TYP.)

#4 @ 18" O.C. MAX

EA. WAY (TYP.)

#4 @ 18" O.C. MAX

EA. WAY (TYP.)

2" X 2" GALVANIZED

STRUCTURAL TUBING.

EMBED TUBING A

MINIMUM OF 7" INTO

CONCRETE. DO NOT ALIGN

TUBING WITH WEIR

NOTCH. BOLT PLATE TO

TUBING IN ACCORDANCE

WITH FDOT INDEX NO.

425-070. ADJUST BOLT

LENGTHS AS NECESSARY.

#4 @ 18" O.C. MAX

EA. WAY (TYP.)

8" EXPANSION

ANCHOR (SEE NOTE)

NOTES:

1. HEX BOLT, FLAT WASHER, FENDER WASHER, AND LOCK NUT, ALL STAINLESS

STEEL. (6 REQUIRED PER SKIMMER)

2. INSTALL A STAINLESS STEEL STUD STUD TYPE EXPANSION ANCHOR WITH NUT

AND WASHER. EMBEDMENT DEPTH IS 2.5". ANCHORS TO BE INSTALLED

ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

3. INSTALL THE SKIMMER SO THAT THE DISTANCE BETWEEN THE POND BOTTOM AT

THE STRUCTURE AND THE SKIMMER IS NOT LESS THAN 1 FOOT.

BOLTS 8" O.C.

4 BOLTS MIN.

(SEE DETAIL "A")

2.00' 2.00'

5.50'

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIC K. NELSON, JR. P.E.

LIC. No. 79361

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0984264\CDP_DRDT01.dwg Feb 12, 2026 - 9:25am

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E T A I L S

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIC K. NELSON, JR. P.E.

LIC. No. 79361

NO. DESCRIPTION

REVISIONS

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A I N A G E D

E T A I L S

1-1

1-2

2-1

2-2

10+26.78 TO 10+90.72 3.4

3.410+90.72 TO 11+21.70

20+83.86 TO 21+11.14

3.4

3.4

2.6

2.6

2.6

2.6

3.8

3.8

3.8

3.8

20+27.21 TO 20+83.86

-10.6

-10.6

-10.6

-10.6

2.4 4.4 8.1 9.1 2559.6

WALL TABLE AND NOTES SHEET : c:\pw_work\american-pw-01\d0981014\W1Wall01.dgn

2:43:35 PM12/3/20255reader

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

NO. DESCRIPTION

REVISIONS

P A

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LIC. No. 82174

S H

E E

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RR

RR

LP

10/31/25

10/31/25

12/02/25

WALL LOCATION

Table Date 07-01-12

ELEVATION

WATER

ELEVATION

SOIL

(psf)

LOAD

WATER

DESIGN

STEEL SHEET PILE WALL, CANTILEVER DATA TABLE

DESIGN PARAMETERSCONSTRUCTION INFORMATION

fy=39 ksi

(ksi)

A-328 fy=50 ksi

(ksi)

A-572

NOTES:

** MINIMUM OF DESIGN GROUND SURFACE OF DESIGN SCOUR DEPTH.

* MINIMUM SECTION MODULUS IS BASED ON HOT ROLLED SECTIONS. FOR COLD ROLLED SECTIONS, INCREASE MINIMUM SECTION MODULUS BY 20%.

(in�/ft)

SECTION MODULUS

MINIMUM *

WITH SPECIFICATION SECTION 560.

COAT EXPOSED SURFACE OF STEEL SHEET PILES TO 5 FEET BELOW THE FRONT OF WALL SOIL ELEVATION (**), WITH COAL TAR-EPOXY IN ACCORDANCE4.

ENVIRONMENTAL CLASSIFICATION IS MODERATELY AGGRESSIVE. 3.

CONSTRUCTION LOADS AT A MAXIMUM DEFLECTION OF 3 INCHES.

WHICH EXCEED THE DESIGN PARAMETERS SHOWN ABOVE, THE CONTRACTOR'S SPECIALTY ENGINEER WILL REDESIGN THE WALL TO RESIST

THE DESIGN PARAMETERS INDICATED IN THIS TABLE WERE USED IN THE SHEET PILE WALL ANALYSIS. IF THE CONTRACTOR PLANS OPERATIONS,2.

(ft)

WALL

OF

FRONT

(ft)

ELEVATION

WALL TIP

MINIMUM

(ft)

ELEV.

TOP

WALL

(ft)

WALL

OF

FRONT

(ft)

WALL

OF

BACK

(in⁴/ft)

INERTIA

OF

MOMENT

REQUIRED

MINIMUM

(ft)

WALL

OF

BACK

(BEGIN TO END)

STATION

LOCATION

Y=1340590.84

X=788327.60

STA. 10+26.78

BEGIN WALL 1-1

CL_SPW01

WALL 1-1 Y=1340649.58

X=788352.86

STA. 10+90.72

BEGIN WALL 1-2

END WALL 1-1

WALL 1-2

Y=1340637.35

X=788381.32

STA. 11+21.70

END WALL 1-2

EL. 9.60 (LEVEL)

TOP OF WALL

(FRONT AND BACK OF WALL)

EL. 3.60 (LEVEL)

PROPOSED GROUNDLINE

EL. -10.60

MIN. PILE TIP

EL. -10.60

MIN. PILE TIP

� SHEET PILE WALL

EL. 9.60 (LEVEL)

TOP OF WALL

(FRONT AND BACK OF WALL)

EL. 3.60 (LEVEL)

PROPOSED GROUNDLINE

SHEET PILE WALL

PROPOSED GROUND LINE

DHW EL. 9.10

EL. 9.60

TOP OF WALL

SECTION A-A

ELEVATION WALL 1-1 ELEVATION WALL 1-2

PLAN WALL 1

EXISTING GROUNDLINE

-5

-10

-15

-5

-10

-15

GROUNDLINE

EXISTING

A

A

2. FOR SITE PLANS, SEE SHEET 4.

1. WORK THIS SHEET WITH SHEET 8.

CROSS REFERENCE:

EL. -10.60

MIN. PILE TIP

S T

A

.0

S T

A

.7

B E

G

IN

W A

L L

-1

S T

A

.7

B E

G

IN

W A

L L

-2

S T

A

.7

E N

D W

A L

L

-1

S T

A

.7

E N

D W

A L

L

-2

EL. 5.43

S T

A

.0

EL. 7.36

EL. 5.02

EL. 2.95

EL. 2.95

1"= 10'

N

DHW EL. 9.10 DHW EL. 9.10

WALL 1 SHEEET : c:\pw_work\american-pw-01\d0981014\W1Wall01.dgn

6:16:26 AM12/4/20255reader

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

NO. DESCRIPTION

REVISIONS

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12/02/25

Y=1340719.59

X=788384.03

STA. 20+27.21

BEGIN WALL 2-1

Y=1340667.56

X=788361.67

STA. 20+83.86

BEGIN WALL 2-2

END WALL 2-1

Y=1340678.34

X=788336.61

STA. 21+11.14

END WALL 2-2

WALL 2-2

SHEET PILE WALL

PROPOSED GROUND LINE

SECTION A-A

� SHEET PILE WALL

CL_SPW02

WALL 2-1

PLAN WALL 2

ELEVATION WALL 2-1 ELEVATION WALL 2-2

EL. 9.60 (LEVEL)

TOP OF WALL

(FRONT AND BACK OF WALL)

EL. 3.60 (LEVEL)

PROPOSED GROUNDLINE

EL. -10.60

MIN. PILE TIP

(FRONT AND BACK OF WALL)

EL. 3.60 (LEVEL)

PROPOSED GROUNDLINE

EL. -10.60

MIN. PILE TIP

EL. 9.60 (LEVEL)

TOP OF COPING

DHW EL. 9.10

GROUNDLINE

EXISTINGEXISTING GROUNDLINE

-5

-15

-10

-5

-10

-15

A

A

2. FOR SITE PLANS, SEE SHEET 4.

1. WORK THIS SHEET WITH SHEET 8.

CROSS REFERENCE:

EL. -10.60

MIN. PILE TIP

DHW EL. 9.10

EL. 9.60

TOP OF WALL

S T

A

.8

E N

D W

A L

L

-1

S T

A

.2

B E

G

IN

W A

L L

-1

S T

A

.8

B E

G

IN

W A

L L

-2

S T

A

.1

E N

D W

A L

L

-2

S T

A

.0

EL. 4.56

EL. 6.39

S T

A

.0

EL. 3.65 EL. 3.68

EL. 9.00

EL. 3.68 EL. 3.67

1"= 10'

N

DHW EL. 9.10

WALL 2 SHEET : c:\pw_work\american-pw-01\d0981014\W1Wall01.dgn

6:17:40 AM12/4/20255reader

DRAWN BY:

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APPROVED BY:

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REVISIONS

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RR

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LP

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