16-33-ITB-26 Pond Improvements for Charles J Herbert Drive Pond 4.22.26.pdf

© 2025 Microsoft Corporation © 2025 TomTom

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

4/9/2026 3:05:57 PM c:\pw_work\american-pw-01\d0984264\RJCP_KEYS01.dwgEric Nelson

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PLANS PREPARED BY:

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

COUNTY OF PALM BAY, FLORIDA

PUBLIC WORKS

CITY OF PALM BAY

POND IMPROVEMENTS

FOR ROBERT J. CONLAN DRIVE POND

CONTRACT 12-0-2024/GB

PROJECT 25SU09

CONSOR NORTH AMERICA, INC.

2818 CYPRESS RIDGE BLVD. SUITE 200

WESLEY CHAPEL, FLORIDA 33544

PHONE: (813) 435-2700

NO. DATE DESCRIPTION APPROVED

REVISIONS

PROJECT LOCATION

ROBERT J. CONLAN DRIVE

N

TOWNSHIP 28 S RANGE 37 ESECTION 23

T-28-S

T-29-S 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

PERMIT NO.DATE DESCRIPTION STATUS

PERMITS AND APPROVALS

CITY APPROVAL BLOCK

SHEET NUMBER SHEET NUMBER

1 KEY SHEET

2 GENERAL NOTES

3 EROSION CONTROL & DEMOLITION PLAN

4 SITE LAYOUT

5 CROSS SECTIONS

6 WETLAND PLANTING PLAN

7 SITE DETAILS

8 DRAINAGE DETAILS

9 PUMP DETAILS

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.

STATE OF

No.

P R O

FESSIONAL EN

GI

NE

E R

ER

IC

K. NELSON JR.

FLORIDA

79361

LICENSE

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\RJCP_GENN.dwg Apr 09, 2026 - 3:06pm

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DESIGNED BY:

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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 (GATRAV 1): ELEV. = 18.48 FT (NAVD 88)

· BENCHMARK NO. 2 (GATRAV 2): ELEV. = 18.53 FT (NAVD 88)

· BENCHMARK NO. 3 (GATRAV 4): ELEV. = 18.53 FT (NAVD 88)

BENCHMARKS ARE LOCATED AS SHOWN ON THE SURVEY CONTROL 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.

SITE ACCESS

1. INGRESS AND EGRESS TO CITY-OWNED PARCEL ID 28-37-23-00-796 SHALL BE THROUGH PARCEL ID 28-37-23-50-*-1, OWNED BY

L3HARRIS TECHNOLOGIES INC., WHICH HAS RESTRICTED SITE ACCESS.

2. ALL CONSTRUCTION PERSONNEL SHALL COMPLETE REQUIRED BACKGROUND CHECKS, REQUIRED BY L3HARRIS TECHNOLOGIES INC., TO

OBTAIN SITE ACCESS BADGES.

3. ANY PERSON WITHOUT AN APPROVED ACCESS BADGE SHALL BE ESCORTED AT ALL TIMES BY AUTHORIZED L3HARRIS SECURITY

PERSONNEL.

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. UNDERDRAINS: INCLUDE CLEANOUTS PER PLAN AND WRAP IN FILTER FABRIC.

4. IMPERMEABLE LINER: 60 MIL HDPE OR PVC GEOMEMBRANE MEETING FDOT APL 531 REQUIREMENTS.

5. BIOACTIVATED MEDIA (BAM) AND GROWTH SOIL SHALL BE INSTALLED PER PLAN DETAILS.

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

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

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

TESTING / INSPECTION

1. THE CITY'S ENGINEER SHALL INSPECT LINER INSTALLATION PRIOR TO SOIL PLACEMENT.

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

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

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

ASPHALT PAVING.

5. 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@PALMBAYFL.GOV 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.

SUPERFUND SITE NOTES:

1. PARCEL ID 28-37-23-50-*-1 (OWNER: L3HARRIS TECHNOLOGIES INC.) IS A DESIGNATED SUPERFUND SITE (EPA ID

FLD000602334). THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE EPA SUPERFUND REQUIREMENTS AND SITE-SPECIFIC RESTRICTIONS. PER EPA FIVE-YEAR REVIEW (APRIL 2024), THE SITE REMEDY IS FUNCTIONING AS

INTENDED; INSTITUTIONAL CONTROLS REMAIN IN EFFECT.

2. NO EXCAVATION IS PROPOSED WITHIN THIS PARCEL UNDER THIS PROJECT.

3. ANY SOIL INCIDENTALLY DISTURBED SHALL REMAIN WITHIN THE SAME PARCEL AND SHALL NOT BE REMOVED FROM THE

SITE, STOCKPILED OFF-SITE, OR DISPOSED OF OFF-SITE.

4. NO ACTIVITIES SHALL OCCUR OUTSIDE OF THE DESIGNATED INGRESS/EGRESS AREA SHOWN ON SHEET 3 (EROSION CONTROL & DEMOLITION PLAN) SHALL OCCUR ON THIS SITE. PROHIBITED ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO, MATERIAL STOCKPILING, VEHICLE OR EQUIPMENT PARKING, AND VEHICLE OR EQUIPMENT OPERATION.

5. THE CONTRACTOR SHALL NOTIFY ROBERT SCHATZMAN WITH A-OTC A MINIMUM OF FOURTEEN (14) DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL CONTINUE COORDINATION THROUGHOUT CONSTRUCTION, INCLUDING

ATTENDANCE AT PROGRESS MEETINGS.

ROBERT SCHATZMAN

A-OTC

PO BOX 236727, COCOA, FL 32923

OFFICE: (321) 445-9845 EXT. 409

FAX: (321) 989-0322

CELL: (321) 652-7401

EMAIL: RSCHATZMAN@A-OTC.COM

CITY APPROVAL BLOCK

SITE BENCHMARK GATRAV1

SET 5/8" IRON ROD & CAP

"ECHO UES TP LB 8184"

ELEV = 18.48

SITE BENCHMARK GATRAV2

SET 5/8" IRON ROD & CAP

"ECHO UES TP LB 8184"

ELEV = 18.53

SITE BENCHMARK GATRAV4

SET 5/8" IRON ROD & CAP

"ECHO UES TP LB 8184"

ELEV = 18.53

WATER

WATER

WATER

12" 14"

14" 14" 14"

WATER

WATER

WATER

14" 10" 10"

8"

(3) 10"8"

8"

10"

10" 10"

14" 14"

8"

9"

8"

RIP-RAP

RIP

-RA

PRI

P-

RA

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TO

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B

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TO

E

TO

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E

TOE

TOP OF BANK

8" PVC CAP

B-4

N INV. = 8.93' (60" CMP)

N INV. = 8.90' (60" CMP)

N INV. = 8.81' (60" CMP)

SE INV. = 11.84'

24" CMP

DIRECTION ONLY

BLOWOFF VALVE

ROBERT J. CONLAN DRIVE

ROBERT J. CONLAN DRIVE

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOP

OF B

ANK

TOE

TOP OF BANK

TOE

POST W/

12" WOOD

BIRD NEST

12" PVC

E INV. = 11.10'

W INV. = 10.56'

NO ID NO ID

NO ID

RIP-RAP

RIP-RAP

CONC SLAB

CONC SLAB W/

BACK FLOW PREVENTER

CONC SLAB

TOP OF BANK

TO

P

OF

B

AN

K

TO

E

TOE

TO

P O

F B

AN

K

TO

E

TOE

TOP OF BANK

TOE

TOP OF BANK

TOE

TOP OF BANK

TOE

TO

P O

F B

AN

K

RIP-RAP

BLOWOFF

VALVE

PARCEL ID: 28-37-23-00-796

CITY OF PALM BAY

ORB 7468, PAGE 46 (EXHIBIT "A")

PARCEL ID: 28-37-23-00-789

L3HARRIS TECHNOLOGIES INC

ORB 7468, PAGE 46 (EXHIBIT "B")

"LESS THE WEST 30.0 FEET FOR DRAINAGE"

ORB 7468, PAGE 46 (EXHIBIT "A")

"LESS THE WEST 30.0 FEET FOR DRAINAGE"

ORB 7468, PAGE 46 (EXHIBIT "B")

60' R/W KNOWN AS VALENCIA DRIVE

AS SHOWN ON PLAT BOOK 73, PAGE 76

30' R/W

PLAT BOOK 13, PAGE 103

30'

60'

30'

PARCEL ID: 28-37-23-00-761.1

PENIEL SDA CHURCH OF PALM BAY CORP.

ORB 10295, PAGE 1456

APPARENT/APPROXIMATE RIGHT OF WAY LINE

APPARENT/APPROXIMATE RIGHT OF WAY LINE

AP

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WOODLINE

WOODLINE

8 9

5 4

APPROXIMATE LOCATION OF

12" PVC WM

TH

TH1-1

TH

TH1-4

NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)

EXIST. CONC. SLAB

(TO REMAIN - SEE NOTE 1)

EXIST. CONC. SLABS AND BACK FLOW PREVENTERS

(TO REMAIN - SEE NOTE 1)

EXIST. CONC. SLABS & VALVE

(TO REMAIN - SEE NOTE 1)

EXIST. BLOWOFF VALVE

(TO BE REMOVED)

BEGIN SILT FENCE

N: 1343280.8' E: 785950.5

N: 1343287.3' E: 785985.7

N: 1343265.3' E: 786072.3

BEGIN DOUBLE SILT FENCE

N: 1343171.3' E: 786074.5

N: 1343162.8' E: 786111.7

N: 1343174.6' E: 786134.5

N: 1343198.0' E: 786159.0

N: 1343210.7' E: 786165.3

N: 1343408.0' E: 786168.4

END DOUBLE SILT FENCE

N: 1343459.8' E: 786107.6N: 1343421.8'

E: 786079.3

N: 1343329.8' E: 786072.6

N: 1343318.3' E: 786022.0

END SILT FENCE

N: 1343323.8' E: 786003.6

BEGIN TURBIDITY BARRIER

N: 1343423.6' E: 786160.0

N: 1343438.5' E: 786171.2

N: 1343450.7' E: 786156.7

END TURBIDITY BARRIER

N: 1343441.3' E: 786140.6

BEGIN TURBIDITY BARRIER

N: 1343141.3' E: 786166.3

END TURBIDITY BARRIER

N: 1343176.0' E: 786155.9

822 LF OF SILT FENCE

330 LF OF SILT FENCE

38 LF OF SILT FENCE

56 LF OF FLOATING TURBITY BARRIER

44 LF OF FLOATING TURBITY BARRIER

SOIL TRACKING PREVENTION DEVICE

PER FDEP EROSION CONTROL MANUAL

(SEE DETAIL (SHEET 7)

EXIST 12" PVC WM

(TO REMAIN - SEE NOTE 1)

N: 1343288.1' E: 786040.3

N: 1343318.5' E: 786051.1

EXIST TREE TO BE REMOVED (TYP)

EXIST. RECLAIM RPZ ASSEMBLY

(TO BE ADJUSTED TO GRADE)

30' DRAINAGE EASEMENT

30' RIGHT OF WAY

PARCEL ID: 28-37-23-50-*-1

OWNER: L3HARRIS TECHNOLOGIES INC

(SEE SHEET 2 - GENERAL NOTES

REGARDING THE SUPERFUND SITE)

PARCEL ID: 28-37-23-00-796

OWNER: CITY OF PALM BAY

NPW TO REMAIN

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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CITY APPROVAL BLOCK

Feet 0 20 40

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.

STRUCTURE TABLE

STRUCTURE

NO.

S-1

S-2

S-5

S-6

NORTHING/

EASTING

N: 1,343,161.85' E: 786,132.94'

N: 1,343,197.10' E: 786,106.34'

N: 1,343,231.78' E: 786,181.22'

N: 1,343,232.15' E: 786,146.11'

STRUCTURE DETAILS

18" MES (1:2)

FDOT INDEX 430-021

TOP = 9.21

P-1 INV OUT = 7.50 (NW)

TYPE H 4-GRATE DBI (MODFIED)

INDEX 425-052

TOP = 18.25

P-1 INV IN = 8.00 (SE)

18" MES (1:2)

FDOT INDEX 430-021

TOP = 13.71

P-2 INV IN = 12.00 (W)

DBI TYPE D

FDOT INDEX 425-052

TOP = 17.75

P-2 INV OUT = 12.50 (E)

PIPE TABLE

PIPE

NO.

P-1

P-2

UDP-1

UDP-2

UDP-3

UDP-4

DESCRIPTION

18" PIPE

18" PIPE

4" PVC

4" PVC

4" UNDERDRAIN

4" UNDERDRAIN

LENGTH

44'

35'

9'

58'

29'

30'

SLOPE

1.13%

1.42%

1.16%

0.17%

0.35%

0.34%

INVERTS

7.50' (S-1) 8.00' (S-2)

12.50' (S-6) 12.00' (S-5)

12.40' (UD-2)

12.30' (UD-1)

12.50' (UD-3)

12.40' (UD-2)

14.40' (UD-4)

14.30' (UD-3)

14.40' (UD-5)

14.30' (UD-3)

STRUCTURE TABLE

STRUCTURE

NO.

UD-1

UD-2

UD-3

UD-4

NORTHING/

EASTING

N: 1,343,146.55' E: 786,082.17'

N: 1,343,154.90' E: 786,080.19'

N: 1,343,200.13' E: 786,116.92'

N: 1,343,213.87' E: 786,143.44'

STRUCTURE DETAILS

4" MES

TOP = 12.66

UDP-1 INV IN = 12.30 (N)

4" CLEANOUT

TOP = 17.71

UDP-2 INV IN = 12.40 (NE)

UDP-1 INV OUT = 12.40 (S)

DBI TYPE D

FDOT INDEX 425-052

TOP = 18.25

UDP-3 INV IN = 14.30 (NE)

UDP-4 INV IN = 14.30 (NE)

UDP-2 INV OUT = 12.50 (SW)

4" CLEANOUT

TOP = 17.51

UDP-3 INV OUT = 14.40 (SW)

STRUCTURE TABLE

STRUCTURE

NO.

UD-5

NORTHING/

EASTING

N: 1,343,216.20' E: 786,143.51'

STRUCTURE DETAILS

4" CLEANOUT

TOP = 17.52

UDP-4 INV OUT = 14.40 (SW)

S 60° 31' 26" W 33.42

S ° 0

0' 0" E

.3

-2 .0 0%

1:

N: 1343192.7 E: 786078.6

EL 18.74

N: 1343192.6 E: 786090.6

EL 18.50

N: 1343421.1 E: 786081.3

EL 18.74

N: 1343420.9 E: 786093.3

EL 18.50

N: 1343340.6 E: 786080.4

EL 18.74

N: 1343306.0 E: 786044.9

EL 18.39

N: 1343306.4 E: 786014.4

EL 18.20

N: 1343282.6 E: 785948.1

EL 18.70

N: 1343334.9 E: 786002.3

EL 19.00

N: 1343291.9 E: 785978.6

EL 18.49

N 89° 16' 23" W 66.25

R 50.0'

R 15.0'

S 89° 16' 23" E 30.49

N 00° 40' 30" E 80.43

N 89° 19' 30" W 12.00

R 35.0' 1:

4 1:4

1:6

APPROXIMATE GRADING TIE-DOWN

N: 1343197.1' E: 786104.8'

EL 18.5'

N: 1343399.3' E: 786152.4'

EL 18.5'

N: 1343188.3' E: 786119.8'

EL 18.5'

N: 1343415.8' E: 786107.3'

EL 18.5'

N: 1343213.3' E: 786153.9'

EL 18.5'

N: 1343391.6' E: 786156.0'

EL 18.5'

N: 1343423.3' E: 786123.8'

EL 18.5'

N: 1343204.7' E: 786148.8'

EL 18.5'

R 10.0'

R 10.0'

R 10.0'

RIPRAP RUBBLE

5'X5'

N: 1343255.6 E: 786079.4

EL 18.74

N: 1343291.0 E: 786044.8

EL 18.20

EL 17.5'

EL 18.0'

1:6 1:50

1:4

SOLAR PANEL MOUNT

N: 1343193.2 E: 786094.0

R 35.0'

R 10.0'

N 00° 40' 30" E 62.93

WATER

WATER

WATER

12" 14"

14" 14" 14"

WATER

WATER

WATER

14" 10" 10"

8"

(3) 10"8"

8"

10"

10" 10"

14" 14"

8"

9"

8"

8 9

5 4

TH

TH1-1

TH

TH1-4

NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)

WATER

WATER

WATER

12" 14"

14" 14" 14"

WATER

WATER

WATER

14" 10" 10"

8"

(3) 10"8"

8"

10"

10" 10"

14" 14"

8"

9"

8"

8 9

5 4

TH

TH1-1

TH

TH1-4

NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)

A

A

B B

S-2

S-6

UD-3

S-1

C C

UD-1

UD-4

UD-5

S-5

UD-2

1-1/4" PVC ELBOW 45°

1-1/4" TO 2" PVC REDUCER

3' OF 2" PVC

P-1

P-2

UDP-4

UDP-3

UDP-2

UDP-1

2" PIPE OUTLET

W/ CONCRETE COLLAR

(SEE SHEET 8 FOR DETAIL)

MEDIA ENHANCED FILTERED WETLAND

SEE SHEET 5 - CROSS SECTIONS AND

SHEET 6 - WETLAND PLANTING PLAN FOR

ADDITIONAL DETAIL

GRADED

ACCESS

DRIVE

PARCEL ID: 28-37-23-00-796

OWNER: CITY OF PALM BAY

30' DRAINAGE EASEMENT

30' RIGHT OF WAY

PARCEL ID: 28-37-23-50-*-1

OWNER: L3HARRIS TECHNOLOGIES INC

(SEE SHEET 2 - GENERAL NOTES

REGARDING THE SUPERFUND SITE)

GRAVEL (12" DEEP)

GRAVEL (12" DEEP)

215' OF 1-1/4" PVC

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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Feet 0 20 40

SECTION A-A

HORIZONAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 4'

SECTION B-B

HORIZONAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 4'

SECTION C-C

HORIZONAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 4'

1:

1:4

15'

S-1 TO S-2

HORIZONAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 4'

1+00 2+00

S-5 TO S-6

HORIZONAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 4'

UD-1 TO UD-5

HORIZONAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 4'

1+00

S-1

S-2

S-5

S-6

UD-1

UD-2

UD-4

FL 7.93'

FL 12.12'

FL 12.40'

FL 12.40' FL 12.50'

FL 14.30'

FL 14.40'

FL 7.50' FL 8.00'

FL 12.50'

FL 12.00'

UDP-2

FL 12.48'

1-1/4" PVC ELBOW 45°

1-1/4" TO 2" PVC REDUCER

EL 18.50'

EL 18.40'

EL 18.40'

EL 18.50'

EL 17.50'

EL 18.00'

Existing Grade

EL 16.00'

EL 14.00'

EL 16.50'

EL 17.00'

1:6

1:6

2.00% 2.00%

EL 18.50' 2.00%

EL 18.40'

18" DEEP GROWTH MEDIA

1:4

EL 18.50'

SOD

SOD

SOD

60 mil HDPE IMPERMEABLE LINERNON-WOVEN FILTER FABRIC

(ENCAPSULATE FILTER MEDIA)

18" PIPE"

4" PVC"4" PVC"

18" PIPE"

UD-3

EL 15.00'

EL 17.00'

UD-5

FL 14.40'

4" UNDERDRAIN

18" DEEP GROWTH MEDIA

NON-WOVEN FILTER FABRIC

GRAVEL SPEADER TRENCH

RIPRAP

GRADED ACCESS DRIVE

SHWT El.

10.60

10YR/24HR DHW

13.94

25YR/24HR DHW

14.58

100YR/24HR DHW

15.77

25YR/24HR DHW 17.87

100YR/24HR DHW 17.93

BAM

60 mil HDPE IMPERMEABLE LINER

Existing Grade

PROPOSED GRADE

Existing Grade

PROPOSED GRADE

Existing Grade

PROPOSED GRADE

EXIST. NPW

FL 14.29'

1:6 1:6

PROPOSED GRADE

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\PDPL_RJCP.dwg Apr 09, 2026 - 3:20pm

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FILL MATERIAL SPECIFICATIONS

1. GROWTH MEDIA

· GROWTH MEDIA SHALL MEET THE FOLLOWING MINIMUM CRITERIA:

· SAND FRACTION: 60-70% (BY VOLUME)

· FINES (SILT/CLAY): 20-30%

· ORGANIC MATTER: 5-10%

· PH: 6.0-7.5

· HYDRAULIC CONDUCTIVITY: ≥ 1 × 10⁻³ CM/S

· MEDIA SHALL BE FREE OF DEBRIS, ROCKS > 2 IN, AND CONTAMINANTS.

· MEDIA SHALL BE GRADED TO MAINTAIN DESIGNED WATER FLOW PATHS AND

WETLAND DEPTH.

2. BIOSORPTION ACTIVATED MEDIA (BAM) SHALL BE BOLD & GOLD® CTS

(CLAY-TIRE-SAND) FILTRATION MEDIA OR EQUIVELENT. BOLD & GOLD® CTS

FILTRATION MEDIA IS DEVELOPED BY THE UNIVERSITY OF CENTRAL FLORIDA'S

STORMWATER MANAGEMENT ACADEMY, MANUFACTURED BY ECS, DISTRIBUTED BY

FERGUSON WATERWORKS.

3. GRADED ACCESS DRIVE

· FDOT INDEX 330-001 (PAVED & GRADED DRIVEWAYS)

· FDOT SPECIFICATIONS SECTIONS 120 & 286 (FILL & DRIVEWAY BASE)

4. NON-WOVEN FILTER FABRIC SHALL MEET FDOT SPECIFICATIONS 514 & 985 FOR

TYPE D-5 SEPARATION GEOTEXTILE

WATER

TH

TH1-1

TH

TH1-4

NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)

WATER

TH

TH1-1

TH

TH1-4

NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)

VARIOUS SHRUBS AT 6' SPACING

4,345 SF

SEE TABLE ABOVE

VARIOUS HERBACEOUS PLANTS AT 3' SPACING

5,736 SF

SEE TABLE ABOVE

GRAVEL (12" DEEP)

125 SF

GRAVEL (12" DEEP)

464 SF

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\RJCP_PLANLD.dwg Apr 09, 2026 - 3:06pm

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SYMBOL COMMON NAME SCIENTIFIC NAME SIZE SPACING QUANTITY

SOFT RUSH JUNCUS EFFUSUS BARE ROOT 3' OC 170

PICKERELWEED

PONTEDERIA

CORDATA BARE ROOT 3' OC 170

GOLDEN CANNA CANNA FLACCIDA BARE ROOT 3' OC 170

SCARLET HIBISCUS HIBISCUS COCCINEUSBARE ROOT 3' OC 170

BUTTONBUSH

CEPHALANTHUS

OCCIDENTALIS 1 GALLON 6' OC 41

SALTMARSH

MALLOW

KOSTELETZKYA

PENTACARPOS 1 GALLON 6' OC 41

SALTBUSH

BACCHARIS

HALIMIFOLIA 1 GALLON 6' OC 41

Feet 0 20 40

LANDSCAPE NOTES

1. PLANT MATERIAL

· ALL PLANT MATERIALS SHALL BE FLORIDA NO. 1 GRADE, NURSERY-GROWN PER FDACS STANDARDS.

· ONLY SHRUBS AND BARE-ROOT HERBACEOUS PLANTS SHALL BE INSTALLED; NO TREES ARE SPECIFIED.

· SPECIES AND QUANTITIES ARE AS SHOWN ON THE APPROVED LANDSCAPE PLAN.

2.PLANTING ZONES

· PLANT SPECIES ARE GROUPED BY SHRUB AND HERBACEOUS ZONES.

· CONTRACTOR SHALL RANDOMLY DISTRIBUTE SPECIES WITHIN EACH ZONE, MAINTAINING EVEN COVERAGE

AND NO CLUMPING.

· SPACING SHALL FOLLOW THE PLANTING TABLE PROVIDED ON THE LANDSCAPE PLAN.

3.PLANTING MEDIA (GROWTH MEDIA)

· ALL PLANTS SHALL BE INSTALLED IN THE ENGINEERED GROWTH MEDIA SPECIFIED FOR THE ENHANCED

WETLAND.

4.PLANTING

· BARE-ROOT HERBACEOUS PLANTS: SOAK ROOTS PRIOR TO PLANTING, SPREAD EVENLY IN PREPARED HOLES.

· SHRUBS (CONTAINER OR BALLED-AND-BURLAPPED): REMOVE CONTAINERS, LOOSEN ROOTS, AND PLANT SO

THAT THE TOP OF THE ROOT BALL IS FLUSH WITH MEDIA SURFACE.

· ALL PLANTS SHALL BE INSTALLED PLUMB AND FIRMED IN MEDIA, AVOIDING AIR POCKETS.

5.MULCHING

· APPLY 2-3 INCHES OF SHREDDED HARDWOOD OR PINE BARK MULCH AROUND ALL PLANTS.

· KEEP MULCH 1-2 INCHES AWAY FROM PLANT CROWNS.

7.MAINTENANCE

· CONTRACTOR SHALL MAINTAIN THE PLANTED AREAS FOR A 1-YEAR ESTABLISHMENT PERIOD, INCLUDING:

§ REMOVAL OF DEAD, DAMAGED, OR DISEASED PLANTS.

§ WEED CONTROL TO PREVENT COMPETITION.

§ MULCH REPLENISHMENT AS NEEDED.

· DEAD OR FAILING PLANTS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

8.EROSION AND PROTECTION

· PROTECT ALL PLANTING AREAS DURING CONSTRUCTION FROM SEDIMENT DEPOSITION AND CONSTRUCTION

DAMAGE.

· AVOID PEDESTRIAN OR VEHICLE TRAFFIC IN PLANTED ZONES UNTIL VEGETATION IS ESTABLISHED.

9.COORDINATION

· PLANTING SHALL OCCUR AFTER FINAL GRADING AND MEDIA PLACEMENT ARE COMPLETE.

· CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO VERIFY MEDIA DEPTH, GRADE, AND WATER FLOW

PATHS PRIOR TO PLANTING.

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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12/11/2025

SUMP 6.00'

WEIR/PIPE FL 8.00'

SKIMMER BOTTOM 7.50'

6" WIDE CONC.

WEIR WALL

6" WIDE CONC.

WEIR WALL

SKIMMER

SKIMMERSKIMMER TOP 13.10'

3.25' 0.5'

1' 1' 0.5' 2.5'

TOP 18.50'

FL 8.00'

18" PIPE

TO S-1

18" PIPE

TO S-1

TYPE H (MODIFIED)

FDOT INDEX 425-052

S-2

8.75'

3.

1'

4" PVC PERFORATED

WELL PIPE*

SUBMERSABLE WELL PUMP*

PIPE STRAP (TYP)**

WELL SEAL

OUTLET "T"

CUT OR MANUFACTURE GRATE

OPENINGS FOR 4" RISERS**

* TWO (2) WELL PUMP ASSEMBLIES, ASSOCIATED WELL PIPING,

ELECTRICAL CONTROLS AND SOLAR PANELS SHALL BE

INSTALLED PER THE MANUFACTURER’S RECOMMENDATIONS.

** A MINIMUM OF THREE (3) PIPE STRAPS SHALL BE INSTALLED,

WITH WALL/PIPE SPACERS AS NECESSARY TO ACCOMMODATE

THE GRATE OPENING.

1-1/4" PVC PIPE TO OUTLET

EL 17.0

4" THICK CONCRETE PAD

24"x48"x4" CONCRETE PAD

1-1/4" PVC CHECK VALVE

ELECTRICAL WIRING*

MOUNTING POST

CONTROL BOXES*

1-1/4" 90° BEND

1-1/4" PVC PIPE TO OUTLET

1-1/4" PVC CHECK VALVE

1-1/4" PVC CHECK VALVE

1-1/4" 45° BEND

1-1/4" PVC WYE

PLUMBING DETAIL

SEE PLUMBING DETAIL RIGHT

1-1/4" PVC WYE

CONTROL BOXES*

MOUNTING POST

TYPE D

FDOT INDEX 425-052

UD-3

CAP

W/ 2.0-IN HOLE

4" TEE

REMOVABLE PLUG

FL 14.25

4" PVC TO UD-2

(2) 4" UD FROM UD-4/UD-5

FL 14.3

SUMP EL 13.0

TOP EL 18.25

EL 17.5

SOLAR PANELS*

TRANSDUCER (PRESSURE

LEVEL) MONITOR

DROP PIPE*

ELECTRICAL WIRING CONDUIT

TRANSDUCER (PRESSURE

LEVEL) MONITOR

TRANSDUCER MONITOR WIRE IN

CONDUIT FROM CONTROL BOX

12" MIN

24"

6"

NON-WOVEN FILTER FABRIC

24"24"

2" PVC

3" THICK INLET PAVEMENT

24"

3" THICK INLET PAVEMENT

GRAVEL

TOP VIEW

SECTION A-A

PVC OUTLET COLLAR

NTS

A A

0" TO 1"

DO NOT CUT PIPE FLUSH WITH

CONCRETE. EXTEND PIPE 2"–4"

BEYOND CONCRETE FACE.

GRAVEL

TRANSDUCER MONITOR WIRE IN

CONDUIT FROM CONTROL BOX TO UD-3

12" DEPTH

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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1:6

Inputs Calculations Pump Curve Data

Description Value Notes Description Value Notes Q (m3/h) Q (gpm) Q (cfs) Pump Head

(m) Pump Head (ft)

Pump Flow (GPM) 14.89 Design flow for 6 hr/day Flow (ft³/s) 0.033 GPM → ft³/s - - - 178.50

Pond Control Elevation 8.60 Average operating level Discharge Pipe ID (ft) 0.104 Inches → ft 0.25 1.10 0.00 174.60

Wetland Elevation 18.00 Pipe/manifold invert Velocity in Discharge Pipe (ft/s) 3.893 Average velocity 0.50 2.20 0.00 169.70

Suction Elevation (ft) 6.00 Pump inlet Friction Loss Discharge (ft) 0.821 Hazen-Williams 0.75 3.30 0.01 162.40

Suction Pipe Length (ft) - Submersable Pump Friction Loss Suction (ft) 0.000 Hazen-Williams 1.00 4.40 0.01 154.30

Discharge Pipe Length (ft) 10.00 Straight run Total Friction Loss (ft) 0.821 1.25 5.50 0.01 145.40

Pipe Diameter (in) 1.25 Nominal diameter Static Head (ft) 9.400 Discharge − suction 1.50 6.60 0.01 135.70

Hazen-Williams C 140.00 PVC pipe Total Dynamic Head (TDH, ft) 10.22 TDH 1.75 7.71 0.02 124.90

Pump Efficiency 0.50 Pump Brake Power (HP) 0.077 HP = GPMTDH/(3960η_pump) 2.00 8.81 0.02 113.20

Motor Efficiency 0.75 Motor Input Power (HP) 0.102 Include pump efficiency 2.25 9.91 0.02 101.00

Motor Service Factor 1.15 Motor Power (kW) 0.076 HP → kW 2.50 11.01 0.02 87.50

Discharge Fittings (ft equiv) 24.00 Convert elbows, tees, valves Daily Energy (kWh) 0.459 Pump run hours 2.75 12.11 0.03 73.70

Suction Fittings (ft equiv) - Operating Cost ($/day) 2.752 Electricity rate 3.00 13.21 0.03 57.70

Fluid Specific Gravity 1.00 Water = 1 Vapor Pressure Head (ft) 0.839 Convert psi → ft 3.25 14.31 0.03 42.30

Fluid Temp (°F) 70.00 Atmospheric Head (ft) 33.957 Convert psi → ft 3.50 15.41 0.03 25.50

Vapor Pressure (psi) 0.363 70°F water Velocity Head (ft) 0.236 V²/2g 3.75 16.51 0.04 8.10

Atmospheric Pressure (psi) 14.70 Sea level NPSHa (ft) 33.354 Available NPSH

Pump Run Hours / Day 6.00 For energy calc NPSH Margin (ft) 31.354 Compare to required Operating Point

Allowable NPSH Margin (ft) 2.00 Safety NPSH Check OK Pass/fail Flow Rate (gpm) = 14.89 Pump NPSHr (ft) 5.00 From manufacturer Average Daily Flow (GPM) 3.723 Average over 24 hr Head (ft) = 10.21 Pump ON Level (ft) 7.90 Pond inlet

Pump OFF Level (ft) 17.75 Wetland outlet

Discharge Fittings (ft equiv)

Fitting Type Qty Equivalent Length (ft)

90° Elbow 3.00 4

45° Elbow 3.00 2

Check Valve 1.00 6 Total equivelant length 24

Pump Logic

Condition Action

Pond ≥ 7.9 ft AND Wetland < 17.75 ft Pump ON

Pond < 7.9 ft OR Wetland ≥ 17.75 ft Pump OFF

Pond < 7.9 ft (backup float) Pump OFF

Wetland ≥ 17.75 ft Pump OFF

OPERATING POINT

14.89 gpm (Flow)

10.21 ft (Head)

PRESSURE (LEVEL)

TRANSDUCER WIRING

TO UD-3.

· HIGH WATER PRESSURE (LEVEL) TRANSDUCER SHALL BE PLACED IN STRUCTURE UD-3.

· LOW WATER LEVEL PRESSURE (LEVEL) TRANSDUCER SHALL BE PLACED IN STRUCTURE S-2

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\RJCP_DRDT.dwg Apr 09, 2026 - 3:06pm

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PDPL_RJCP-Cross Sections