Appendix_D_-_FDOT_Utility_Permit.pdf

Appendix D FDOT Utility Permit

Rule 14-46.001 F.A.C.

FLORIDA DEPARTMENT OF TRANSPORTATION December 14, 2016

UTILITY PERMIT

PERMIT NO:__________________________________

STATE ROAD INFORMATION

County: Section: State Road No: Beginning Mile Post: Ending Mile Post:

APPLICANT INFORMATION

The Utility Agency Owner (UAO) shall be identified in this Applicant Information Box. When the UAO is a City or County and desires to have the Utility Builder make a joint permit applicant, as prescribed in Section 2.1(4) of the 2017 Utility Accommodation Manual (UAM), the Utility Builder shall also be identified in this Applicant Information Box. A Utility Builder alone cannot apply for a utility permit without the City or County adding them as a joint applicant.

Utility Agency/Owner (UAO) Utility Builder (only applicable when the UAO is a City or County) Name: _____________________________________ Name: ______________________________________

Contact Person: _____________________________________ Contact Person: ______________________________________ Address: _____________________________________ Address: ______________________________________

City: _____________________________________ City: ______________________________________ State: _____ State: _____ Zip: _________ Zip: _________

Telephone: _____________________________________ Telephone: ______________________________________ Email: ____________________________________ Email: ______________________________________

WORK DESCRIPTION

The Applicant(s) requests permission from the Florida Department of Transportation (FDOT) to construct, operate, and maintain the utilities as described below and as depicted in the incorporated documentation.

Utility Work No: ___________________________

Additional sheets are attached and are incorporated into this permit Yes No For FDEP certification, the FDOT agency report is attached in accordance with UAM Section 2.4.1 (13) Yes No

TRAFFIC CONTROL (TCP)

The TCP will comply with the following 600 series index(es) ________________________________________________________________________ A TCP has been attached and incorporated into this permit application in compliance with UAM Section 2.4.2.

MOT Technician’s contact information (may be supplied at the two (2) business day notification to FDOT):

Name: ________________________________ Telephone ________________________ Email: _______________________________

COMMENCEMENT OF WORK

The UAO and/or Utility Builder shall commence actual construction in good faith within sixty (60) calendar days after approval of the permit application. If the beginning date is more than sixty (60) calendar days from the date of approval, the UAO and/or Utility Builder must review the permit with the FDOT Approving Engineer listed to make sure no changes have occurred to the transportation facility that would affect the permit’s continued approval. The UAO and/or Utility Builder shall make good faith efforts to expedite the work and complete the work within the calendar days indicated.

Anticipated Start Date: ___________________ Calendar days needed to completed: ________

Brevard

3216332091

Florida

SR 3

Brevard County Utility Services

10/1/2024

0.849

2725 Judge Fran Jamieson Way

600, 613, 603, 602

32940

The existing lift station will be relocated from the southeast corner of the car wash parcel at the intersection of Courtenay Parkway and Catalina Isle Drive to the northeast corner of the car wash property. Sanitary flow will be re-routed from the existing station to the new lift station, and the existing infrastructure grouted in place and abandoned. Approximately 190 LF of 12" gravity sewer will be installed within N. Courtenay Parkway, with 2 manholes and additional sa ... (see work description cont. page)

2024-H-590-00196

70140000

Brevard County Utility Services

Viera utility.development@brevardfl.gov

1.093

Approved 2024-H-590-00196

William Rickard 8/26/2024

Florida Department of Transportation

UTILITY PERMIT

December 14, 2016

PERMIT NO:_________________________________

APPLICANT SIGNATURE

By the below signature(s) the UAO and/or Utility Builder agree(s) to construct, operate, and maintain the work as noted in the above Work Description, shown in plans and incorporated documents, in compliance with the UAM, all instructions noted in the FDOT Special Instructions Box, and special instructions incorporated into this permit. The UAO and/or Utility Builder declares, the location of all existing utilities that it owns or has an interest in, both aerial and underground, are accurately shown on the plans of the work areas. In accordance with UAM Section 2.8, the UAO and/or Utility Builder further declares that a letter of notification was delivered to the owners of other facilities within the work areas and that those listed below are the only facility owners known to be involved or potentially impacted by the proposed work.

Date Notified: Name of other facility owners (attach additional sheets if necessary).

Utility Agency/Owner Utility Builder (when applicable)

Signature: ____________________________ Date: ________________ Signature:___________________________ Date: _______________ Name (printed): _____________________________________________ Name (printed): __________________________________________ Title: ______________________________________________________ Title: ___________________________________________________

FDOT PROJECT INFORMATION

Pursuant to UAM Section 2.1(10), the utility work is within FDOT projects listed below and must have a Utility Work Schedule for each project approved prior to commencement of work within the FDOT project limits:

FDOT SPECIAL INSTRUCTIONS

In accordance with UAM Section 2.7, FDOT incorporates the below and attached special instructions into this permit.

Additional FDOT Special Instructions are attached and incorporated into this permit. Yes No

PERMIT APPROVAL

By signature below, FDOT gives permission to the UAO and /or Utility Builder to construct, operate, and maintain the utilities indicated in this Utility Permit in compliance with the UAM, all incorporated documents, and special instructions. Any changes to the approved work must be approved by the FDOT’s Approving Engineer and attached and incorporated into this permit in accordance with UAM Section 2.11.

Approving Engineer: _____________________________________________ Date: _______________ Name: _____________________________________________

Title:______________________________________________

Notification of Utility Work to be provided to: Telephone _____________________ or Email: _____________________________

An FDOT Representative is required to be present on the worksite prior to commencement of work. Yes No Rep. Name: _____________________________ Telephone _____________________ Email: _____________________________

8/26/2024

Permittee requested conditional approval for this permit and the approval is recommended subject to following requirements:

1. Provide detail Maintenance of traffic (MOT) plan prior to preconstruction meeting to the department for review and approval.

2. Provide dewatering plan prior to preconstruction meeting to the department for review and approval.

3. Provide signed and sealed sheeting and shoring plan to the department for review prior to preconstruction meeting for this Project.

7/22/2024

(321) 634-6063 ext. ______ rajib.shrestha@dot.state.fl.us

William Rickard

William Rickard (digital signature) william.rickard@dot.state.fl.us

JULIAN GUERRERO (digital signature)

AT&T6/24/2024

Brevard County Public Works Engineering Division6/24/2024 Charter Communications6/24/2024 City of Cocoa6/25/2024 Florida City Gas6/24/2024

JULIAN GUERRERO

3216346086William Rickard

MAINTENANCE MANAGER/PERMITS

2024-H-590-00196

There are NO FDOT constructions (proposed or underway).

This work is NOT related to an approved Utility Work Schedule.

Approved 2024-H-590-00196

Florida Department of Transportation

UTILITY PERMIT

December 14, 2016

PERMIT NO:_________________________________

CERTIFICATION

I, the undersigned UAO and/or Utility Builder, hereby CERTIFY that the utilities were constructed and inspected in compliance with the UAM all incorporated documents, and special instructions. Pursuant to UAM Section 2.11, all changes have been approved by the FDOT’s Approving Engineer and incorporated into this permit along with all other material certifications, test results, bore logs, approved plans changes, as-built plans or other required documentation.

I also CERTIFY that work began on ________________ and was completed on ________________ and that the area was left in as good or better condition than when the work began.

Utility Agency/Owner Utility Builder (when applicable)

Signature: ____________________________ Date _________________ Signature:___________________________ Date ________________ Name (printed): _____________________________________________ Name (printed): ____________________________________________ Title: ______________________________________________________ Title: ____________________________________________________

FINAL INSPECTION OF WORK

The work was inspected and found to be in non-compliance as noted below:

All issues of non-compliance listed above have been brought into compliance and/or FDOT has no outstanding issues that need to be addressed by the UAO and/or Utility Builder. However, this final inspection does not release the UAO and/or Utility Builder of their continuing responsibilities pursuant to Rule 14-46.001, the UAM, all incorporated documents, and special instructions.

FDOT Inspector: _____________________________________________ Date: _______________ Name: _____________________________________________

Title: ______________________________________________

2024-H-590-00196

Approved 2024-H-590-00196

PERMIT NO.:

The complete Work Description could not fit in the space allotted on Page 1 of the Utility Permit so it is displayed below.

Work Description work description continuation page

2024-H-590-00196

The existing lift station will be relocated from the southeast corner of the car wash parcel at the intersection of Courtenay Parkway and Catalina Isle Drive to the northeast corner of the car wash property. Sanitary flow will be re-routed from the existing station to the new lift station, and the existing infrastructure grouted in place and abandoned. Approximately 190 LF of 12" gravity sewer will be installed within N. Courtenay Parkway, with 2 manholes and additional sanitary infrastructure installed to re-route the flow within Catalina Isle Drive. Due to the depth of installation, sheeting and shoring will be required.

Additionally, the proposed 12" force main will be installed within Catalina Isle Drive right-of-way with a proposed tie-in to the existing 20" DIP force main that runs along the east side of North Courtenay Parkway at the intersection of Courtenay Parkway and Catalina Isle Drive.

Approved 2024-H-590-00196 continuation page

PERMIT NO.:

STATE ROAD INFORMATION:

NAME OF OTHER FACILITY OWNERS / DATE NOTIFIED:

FDOT PROJECT INFORMATION:

THE WORK WAS INSPECTED AND FOUND TO BE IN NON-COMPLIANCE AS NOTED BELOW:

Facility Name: FPL - Brevard, Date Notified: 6/24/2024, Facility Name: MCI, Date Notified: 6/24/2024, Facility Name: Zayo Group, Date Notified: 6/24/2024

There are NO FDOT constructions (proposed or underway).

This work is NOT related to an approved Utility Work Schedule.

2024-H-590-00196

Approved 2024-H-590-00196

Shrestha, Rajib

From: Sweetman, Katie <Katie.Sweetman@brevardfl.gov> Sent: Thursday, August 15, 2024 8:39 AM To: Keels, Curtis; Rickard, William Scott; Shrestha, Rajib Cc: Hunter, Tucker Subject: Meeting Follow-up: FDOT Permit Application Number 2024-H-590-00196

EXTERNAL SENDER: Use caution with links and attachments.

Good morning, I just wanted to send a recap of our mee ng from yesterday regarding applica on number 2024-H-590-00196. As discussed:

1. The note on the plans sta ng the contractor is to submit the MOT plan prior to the preconstruc on mee ng with FDOT will remain on the plans.

2. The note on the plans sta ng the contractor is responsible for submi ng the shee ng and shoring plans along with the dewatering plan is to remain on the plans.

3. A note sta ng the contractor is responsible for submi ng a back-up MOT plan to FDOT in the event of work requiring a road closure on N Courtenay Pkwy will be included on the plans for the resubmi al.

4. Kimley Horn will confirm if the sub-base can be updated to 12” in the repair detail.

5. FDOT will confirm if the area of milling and resurfacing can be reduced to avoid impacts with loops on N

Courtenay Pkwy.

6. Once all of the above are addressed we will resubmit to FDOT and if everything is addressed. The permit will have the condi on that the above-men oned plans be submi ed to FDOT prior to the preconstruc on mee ng with FDOT.

Please let me know if this is not consistent or if I missed anything.

Thank you, Katie C. Sweetman, P.E.

Engineer III Brevard County U lity Services Department 2725 Judge Fran Jamieson Way, A-213 Viera, FL 32940-6602 Office: 321-350-8380 Cell: 321-482-4396

PLEASE NOTE: Florida has a broad public records law. This agency is a public en ty and is subject to Chapter 119 of the Florida Statute concerning public records. Email communica ons are covered under such laws and may be subject to public disclosure.

Approved 2024-H-590-00196

"Under Florida Law, email addresses are Public Records. If you do not want your e-mail address released in response to public record requests, do not send electronic mail to this entity. Instead, contact this office by phone or in writing."

Approved 2024-H-590-00196

DATE

AS SHOWN

SHEET NUMBER

No. REVISIONS DATE BY CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

SHEET NUMBER

No. REVISIONS DATE BY

DATE

AS SHOWN

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

DATE:

LICENSED PROFESSIONAL

DATE:

A. TUCKER HUNTER

88634ATH

BPR

AJC

149850012

AUGUST 2024 LIFT STATION C-17 REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDAWWW.KIMLEY-HORN.COM CA 00035106

7341 OFFICE PARK PLACE, SUITE 102, MELBOURNE, FL 32940

PHONE: 321-430-1138

© 2024 KIMLEY-HORN AND ASSOCIATES, INC.

3 FDOT RAI #1 08/19/2024 BPR

1FDOT PERMIT FIGURE

NORTH

LOCATION OF

CONSTRUCTION ON

FDOT ROW (SEE PLAN

SHEETS C-1 - C-3)

PROPOSED LIFT

STATION C-17

PROPOSED 12" SANITARY SEWER

CONNECT TO EXISTING

20" FORCE MAIN

PROPOSED DOGHOUSE

MANHOLE MH-01

PROPOSED 12" FORCE MAIN

CONNECT FORCE MAIN TO

EXISTING 10" FORCE MAIN

ON CATALINA ISLE DRIVE

PROPOSED MANHOLE

MH-02

PROPOSED 12"

SANITARY SEWER

PROPOSED

MANHOLE MH-03

PROPOSED

MANHOLE MH-04

EXISTING LIFT STATION C-17

FILL EXISTING 12"

SANITARY SEWER WITH

EXCAVATABLE FLOWABLE

FILL AND PLACE SANITARY

SEWER OUT OF SERVICE

EXISTING 20" FORCE

MAIN

PROPOSED 40' X 40'

LIFT STATION SITE

RIGHT OF WAY

CATALINA ISLE DRIVE

N . C

O U

R

TEN

AY PKW

Y

EXISTING MANHOLE

EXISTING GRAVITY SEWER

TO BE ABANDONED

PROPOSED GATE VALVE

NOTES:

1. CONTRACTOR TO COORDINATE WITH FDOT PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO REPLACE LOOP SYSTEM IN ROADWAY IF DAMAGED.

*APPROXIMATE LOCATION

3. CONTRACTOR TO PROVIDE MOT PLAN TO BREVARD COUNTY UTILITY

SERVICES DEPARTMENT AND FLORIDA DEPARTMENT OF

TRANSPORTATION PRIOR TO CONSTRUCTION. A BACKUP MOT PLAN IS

TO BE PROVIDED TO THE FLORIDA DEPARTMENT OF TRANSPORTATION

IN THE EVENT OF WORK REQUIRING A ROAD CLOSURE ON N.

COURTENAY PARKWAY.

4. CONTRACTOR TO PROVIDE SIGNED AND SEALED SHEETING AND

SHORING PLANS TO EOR AND BREVARD COUNTY PRIOR TO

CONSTRUCTION.

5. CONTRACTOR TO PROVIDE A DEWATERING PLAN TO BREVARD COUNTY

UTILITY SERVICES DEPARTMENT AND FLORIDA DEPARTMENT OF

TRANSPORTATION PRIOR TO CONSTRUCTION.

EXISTING LOOP SYSTEM*

FILL EXISTING 12' FORCE MAIN

WITH EXCAVATABLE

FLOWABLE FILL AND PLACE

FORCE MAIN OUT OF SERVICE

Approved 2024-H-590-00196

A. TUCKER HUNTER

88634AJC

CPV

SNR

149850012

AUGUST 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

© BREVARD COUNTY GENERAL NOTES

FDOT GENERAL NOTES

1. ALL WORK PERFORMED WITHIN THE FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH 2024/2025 EDITION OF FDOT DESIGN

STANDARDS, 2022 FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND THE 2017 UTILITY ACCOMMODATION

MANUAL.

2. ALL EXCAVATIONS WITHIN TEN (10) FEET OF THE TRAVEL LANES AND GREATER THAN THREE (3) INCHES DEEP MUST BE FILLED IN OR HAVE A SHOULDER TREATMENT PLACED AT THE DROP-OFF PER INDEX #102-600 OF FDOT 2021/22 STANDARDS PLANS INDEXES AT THE END OF

THE WORK DAY.

3. CONTRACTOR SHALL CONTACT FDOT TWO WEEKS IN ADVANCE AND SET UP A PRE-CONSTRUCTION MEETING PRIOR TO STARTING ANY

WORK IN FDOT RIGHT OF WAY.

4. ALL TRAFFIC CONTROL DEVICES MUST BE IN PLACE BEFORE WORK CAN START.

5. MAINTENANCE OF TRAFFIC TO BE SUPERVISED BY A FDOT CERTIFIED WORK TRAFFIC SUPERVISOR.

6. ENGINEER'S CERTIFICATIONS TOGETHER WITH AS-BUILT PLANS ARE REQUIRED TO BE SUBMITTED WITHIN 30 DAYS OF COMPLETION

WORK WITHIN FDOT RIGHT-OF-WAY.

7. IT WILL BE THE RESPONSIBILITY OF THE PERMITTEE TO REPAIR ANY DAMAGE TO FDOT FACILITIES CAUSED BY CONSTRUCTION OF THE

PROJECT.

8. PERMITTEE SHALL NOT BEGIN THE WORK WITHIN THE FDOT RIGHT-OF-WAY UNTIL A FDOT INSPECTOR IS PRESENT AT THE JOB SITE AND

AGREES THAT PROPER PREPARATIONS HAVE BEEN MADE.

9. SOD ALL UNPAVED AREAS WITHIN FDOT RIGHT-OF-WAY THAT ARE DISTURBED BY CONSTRUCTION PER FDOT STANDARDS PLANS INDEX #570-010.

10. SAW CUT ON SHOULDER'S EDGE OF PAVEMENT TO PROVIDE SMOOTHER JOINTS.

11. ALL AFFECTED SIDEWALKS, RAMPS, AND CROSSWALKS, WILL BE BUILT AND INSPECTED TO MEET CURRENT ADA REQUIREMENTS.

12. ALL SIDEWALK TO BE REMOVED AND REPLACED FROM JOINT TO JOINT AND HAVE 12" EXPANSION JOINTS (PREFORMED JOINT FILLER)

PLACED BETWEEN OLD AND NEW SIDEWALK.

13. PERMITTEE SHALL NOT COMMENCE USE OF CONNECTION PRIOR TO FINAL INSPECTION AND FINAL ACCEPTANCE BY DEPARTMENT.

FAILURE TO COMPLY WITH PERMIT CONDITION MAY RESULT IN REVOCATION OF THE PERMIT AND CLOSURE OF DRIVEWAY PER FL RULE

CHAPTER 14-96.

BREVARD COUNTY PUBLIC WORKS GENERAL NOTES

1. CONTRACTOR TO FOLLOW FDOT STANDARD SPECIFICATIONS SECTION 125 EXCAVATION FOR STRUCTURES AND PIPE.

2. SHORING SHALL BE REQUIRED FOR EXCAVATIONS WITHIN 8 FEET FROM THE EDGE OF PAYMENT OR 3 FEET FROM THE EDGE OF

SIDEWALK.

3. CONTRACTOR SHALL UTILIZE DITCHES, PIPES, AND/OR PUMPS AS NECESSARY TO MAINTAIN THE EXISTING DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE ADJACENT PROPERTIES ARE LOCATED IN UNINCORPORATED BREVARD COUNTY. THE SITE DRAINAGE SHALL NOT ADVERSELY IMPACT HISTORICAL DRAINAGE OR CAUSE DRAINAGE ISSUES FOR THE UNINCORPORATED BREVARD AREAS.

4. IF ANY SIGNAGE IN THE BREVARD COUNTY RIGHT-OF-WAY IS REMOVED, IT SHALL BE REPLACED IN ACCORDANCE WITH B.C.L.D. EXHIBIT 26.

5. ANY SIGN, PAVEMENT MARKINGS, OR RPM'S THAT ARE DAMAGED DURING THE INSTALLATION OF THE NEW FORCE MAIN OR REMOVAL OF THE FORCE MAIN SHALL BE REPLACED, RESTRIPED, OR REINSTALLED AS PART OF THIS PROJECT. IF ANY SIGNS OR POSTS ARE DAMAGED, PLEASE REFER TO B.C.L.D. EXHIBIT 26 FOR THE REPLACEMENT REQUIREMENTS. THIS IS ALSO TO INCLUDE ANY PAVEMENT MARKINGS OR

RPM'S THAT ARE DAMAGED 100 FT TO EITHER SIDE OF THE PROJECT LIMITS.

6. IF ANY STOP SIGNS OR REGULATORY SIGNS ARE REQUIRED TO BE TAKEN DOWN DURING THE WORK DAY HOURS, THEY SHALL BE REINSTALLED OR RELOCATED IMMEDIATELY AND BEFORE THE CONTRACTOR LEAVES THE SITE FOR THE DAY.

7. IF ANY STOP SIGN IS TAKEN DOWN OR RELOCATED, CONTRACTOR IS TO REPLACE SIGN NEXT TO, OR AS CLOSE AS POSSIBLE TO, THE

STOP BAR IT IS PERTAINING TO.

8. CONTRACTOR TO ACQUIRE ALL PERMITS AS REQUIRED FOR STRUCTURAL COMPONENTS INCLUDING, BUT NOT LIMITED TO, RETAINING WALLS, MASONRY WALLS, FENCING, ETC. A BUILDING PERMIT IS REQUIRED FOR ALL STRUCTURAL COMPONENTS.

9. BREVARD COUNTY TRAFFIC OPERATION (SIGNAL AND ITS) SHALL BE CONTACTED 72 HRS. PRIOR TO ANY WORK WITHIN THE R/W OR AROUND THE SIGNAL AT THE SR 3 INTERSECTION. THE CONTACT NUMBER IS (321) 455-1440.

10. ALL PAVEMENT MARKINGS REPLACED WITHIN BREVARD COUNTY RIGHT-OF-WAY MUST BE THERMOPLASTIC.

11. ALL PAVEMENT MARKINGS TO BE REINSTALLED PER FDOT STANDARD PLANS FY 2024-2025 INDEX 711-001 PAVEMENT MARKINGS.

BREVARD COUNTY PUBLIC WORKS ENGINEERING STANDARD DEVELOPMENT NOTES

G-4 Approved

2024-H-590-00196

(A)ARV (AUTOMATIC) AIR RELEASE VALVE

A/C AIR CONDITIONING

A/VV AIR/VACUUM AIR VALVE

AAV AUTOMATIC AIR VENT

ABAN ABANDON(ED)

ABFV ACTUATED BUTTERFLY VALVE

ABRSV ABRASIVE

ABS ACRYLONITRILE BUTADIENE STYRENE

AB-xx AUGER BORING (e.g. AB-1)

ACCMP ASPHALT-COATED CORRUGATED METAL

PIPE

ACCV AIR CUSHION CHECK VALVE

ACP ASBESTOS CEMENT PIPE

ADH ADHESIVE

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AG AMMONIA GAS

AIR AIR PIPE

AL ALUMINUM

ALT ALTERNATE

AMM AMMONIATOR

AOD ANGLE OF DEFLECTION

APPROX APPROXIMATE

AS AMMONIA SOLUTION

ASSY ASSEMBLY

B/W BOTH WAYS

BCV BALL CHECK VALVE

BF BLIND FLANGE

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BGO BURIED GEAR OPERATOR

BI BLACK IRON

BIP BLACK IRON PIPE

BITUM BITUMINOUS OR BITUMASTIC

BLDG BUILDING

BM BENCH MARK

BOC BACK OF CURB

BOS BOTTOM OF SLAB

BOT BOTTOM

BSP BLACK STEEL PIPE

BTWN BETWEEN

BV BALL VALVE

BW BUTT WELD

BWW BACKWASH WATER

B-xx BORING (e.g. B-1)

C&G CURB AND GUTTER

C.F. CUBIC FOOT

C.I. CUBIC INCH

C.Y. CUBIC YARD

C/C CENTER TO CENTER

CA COMPRESSED AIR

CAP CAPACITY

CATV CABLE TELEVISION

CAV COMBINATION AIR VALVE

CBP CHLORINE BOOSTER PUMP

CCC CHLORINE CONTACT CHAMBER

CE CHLORINATED EFFLUENT

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CI CAST IRON

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CJ CONSTRUCTION JOINT

CL, ℄ CENTER LINE

CL2 CHLORINE GAS

CLF CHAIN LINK FENCE

CLR CLEAR(ANCE)

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE ARCH

CO CLEAN OUT

CO2 CARBON DIOXIDE

COAG COAGULANT

CONC CONCENTRATE

CONN CONNECTION

CONSTR CONSTRUCT(ION)

CONT CONTINUATION

COP COPPER PIPE

CP CONCRETE PIPE

CPA CONCRETE PIPE ARCH

CPLG COUPLING

CPP CONCRETE PRESSURE PIPE

CPVC CHLORINATED POLYVINYL CHLORIDE

CR CONCENTRIC REDUCER

CS CHLORINE SOLUTION

CV CHECK VALVE

CYL CYLINDER

D DRAIN

DEG DEGREE

DEMO DEMOLITION

DF DIESEL FUEL

DI DUCTILE IRON

DIA DIAMETER

DIAG. DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DISCH DISCHARGE

DJ DISMANTLING JOINT

DMH DROP MANHOLE

DN DOWN

DR DIMENSION RATIO

DV DIAPHRAGM VALVE

DW DISINFECTED WATER

DWG DRAWING

DWV DRAIN, WASTE, AND VENT

E EAST(ING)

E.F. EACH FACE

E.W. EACH WAY

EA EACH

ECC ECCENTRIC

EFF EFFLUENT

EGO ELEVATED GEAR OPERATOR

EJ EXPANSION JOINT

EL(EV) ELEVATION

ELAST ELASTOMERIC

ELL ELBOW

EMER EMERGENCY

EOP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EQUIP EQUIPMENT

EST ESTIMATE(D)

EVA ELECTRIC VALVE ACTUATOR

EX(IST) EXISTING

EXP EXPANSION

EXT EXTERIOR

F/F FACE TO FACE

FAB FABRICATE(D)

FC FLEXIBLE COUPLING

FCA FLANGED COUPLING ADAPTER

FCV FLOW-CONTROL VALVE

FD FLOOR DRAIN

FE FILTER(ED) EFFLUENT

FF FINISH FLOOR

FH FIRE HYDRANT

FIG FIGURE

FIN FINISH(ED)

FL FLUORIDE

FLEX FLEXIBLE

FLG FLANGE(D)

FLR FLOOR

FM FORCE MAIN

FO(L)(C) FIBER OPTIC (LINE)(CONDUIT)

FPM FEET PER MINUTE

FPS FEET PER SECOND

FRP FIBERGLASS REINFORCED PLASTIC

FT FOOT OR FEET

FV FOOT VALVE

FW FINISHED WATER

GA GAUGE

GAL GALLON(S)

GALV GALVANIZED

GBW GAC BACKWASH

GIP GALVANIZED IRON PIPE

GJ GROOVE JOINT

GND GROUND

GO GEAR OPERATED

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPS GALLONS PER SECOND

GR GRADE

GS GALVANIZED STEEL

GSP GALVANIZED STEEL PIPE

GSR GROUND STORAGE RESERVOIR

GST GROUND STORAGE TANK

GV GATE VALVE

HB HOSE BIBB

HD HEAVY-DUTY

HDD HORIZ. DIRECTIONAL DRILL

HDPE HIGH-DENSITY POLYETHYLENE

HFA HYDROFLUOSILICIC ACID

HFCA HARNESSED FLANGED COUPLING

ADAPTER

HORIZ HORIZONTAL

HP HORSEPOWER

HPA HIGH PRESSURE AIR

HR HOUR

HSP HIGH SERVICE PUMP

HT HEIGHT

HVA HYDRAULIC VALVE ACTUATOR

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HW HOT WATER

HWL HIGH WATER LEVEL

HYD HYDRAULIC

ID INSIDE DIAMETER

IN INCH(ES)

INF INFLUENT

INV INVERT

IP IRON PIPE

IPS INTERNATIONAL PIPE STANDARD

IR INTERNAL RECYCLE

IW IRRIGATION WATER

JB JUNCTION BOX

JT JOINT

KGV KNIFE GATE VALVE

L,LT LEFT

LAB LABORATORY

LAM LAMINATE OR LAMINATION

LAT LATERAL

LB(S) POUND(S)

LEN LENGTH

LF LINEAR FEET

LHDPE LINEAR HIGH-DENSITY POLYETHYLENE

LS LIME SLURRY

LSS LIME STABILIZED SLUDGE

LWL LOW WATER LEVEL

MAINT MAINTAIN OR MAINTENANCE

MAN MANUAL(LY)

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

ME(S) MITERED END (SECTION)

MECH MECHANICAL

MF MICROFILTRATION

MFR MANUFACTURE(R)

MG MILLION GALLONS

MGD MILLION GALLONS PER DAY

MH MANHOLE

MI MILE(S)

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

ML MIXED LIQUOR

MPH MILES PER HOUR

MRPP METAL REINFORCED PLASTIC PIPE

MTD MOUNTED

MV MOTORIZED VALVE

MW MANWAY

MWL MEAN WATER LEVEL

N NORTH(ING)

N.C. NORMALLY CLOSED

N.I.C. NOT IN CONTRACT

N.O. NORMALLY OPEN

N/A NOT APPLICABLE

NaOCl SODIUM HYPOCHLORITE

NE NORTHEAST

NF NANOFILTRATION

NIC NOT IN CONTRACT

NO., # NUMBER

NOM NOMINAL

NPT NATIONAL PIPE TAPER

NPW NON-POTABLE WATER

NSFC NOT SHOWN FOR CLARITY

NTS,N.T.S. NOT TO SCALE

NW NORTHWEST

O&M OPERATION AND MAINTENANCE

O.C. ON CENTERS

O/E OR EQUAL

O/O OUTSIDE TO OUTSIDE

O2 OXYGEN

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OFF OFFSET

OH OVER HEAD

OP ORIFICE PLATE

OPER OPERATOR

OPP OPPOSITE

OPT OPTION(AL)

OVF OVERFLOW

P/L PROPERTY LINE

PA PROCESS AIR

PBV PLASTIC BALL VALVE

PC POINT OF CURVE

PE PLAIN END

PEP POLYETHYLENE PIPE

PERM PERMEATE

PG PRESSURE GAUGE

PGL PROPOSED GRADE LINE

PJ PUSH-ON JOINT

PM PROCESS MECHANICAL

PNV PINCH VALVE

POB POINT OF BEGINNING

POI POINT OF INTERSECTION

POJ PUSH-ON JOINT

POL POLYMER

PPD POUNDS PER DAY

PPM PARTS PER MILLION

PREFAB PREFABRICATED

PRES PRESSURE

PROP PROPOSED

PRV PRESSURE REDUCING VALVE

PRW PROCESS WATER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

PVC-D POLYVINYLCHLORIDE (DOUBLE

CONTAINED)

PVDF POLYVINYLIDENE FLUORIDE (KYNAR)

PVMT PAVEMENT

PW POTABLE WATER

Q FLOW

QTY QUANTITY

R,RT RIGHT

R/W, R.O.W. RIGHT OF WAY

RAD., R. RADIUS

RAS RETURN ACTIVATED SLUDGE

RAW RAW WATER

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RCPA REINFORCED CONCRETE PIPE ARCH

RCW RECLAIMED WATER

REBAR REINFORCING STEEL

RED REDUCER

REEW REUSE EFFLUENT WATER

REF REFERENCE

REINF REINFORCE(D)(ING)(MENT)

REJ RO REJECT

REQ'D REQUIRED

REW RETURN EFFLUENT WATER

RJ RESTRAINED JOINT (BELL)

RMJ RESTRAINED MECHANICAL JOINT

RNG RANGE

RO REVERSE OSMOSIS

ROC RADIUS OF CURVATURE

RPM REVOLUTIONS PER MINUTE

RPZBP REDUCED PRESSURE ZONE BACKFLOW

PREVENTER

RR RAILROAD

RS RAW SEWAGE

RW RECLAIMED WATER

RWW RAW WASTEWATER

S SOUTH

S.F. SQUARE FOOT

S.I. SQUARE INCH

S.O. SIDE OPERATED

S.STL STAINLESS STEEL

S.Y. SQUARE YARD

SA SAMPLE LINE

SAN SANITARY

SB-xx SOIL BORING (e.g. SB-1)

SCH SCHEDULE

SCV SILENT CHECK VALVE

SD STORM DRAIN

SDR STANDARD DIMENSION RATIO

SE SOUTHEAST

SEC SECTION

SEFF SECONDARY EFFLUENT

SF SQUARE FOOT OR FEEET

SHT SHEET(ED)(ING)

SIM SIMILAR

SL SLUDGE

SLV SLEEVE

SM SHEET METAL

SOL SOLUTION

SP SOIL PIPE

SPEC(S) SPECIFICATION(S)

SPT-xx STANDARD PENETRATION TEST BORING

(e.g. SPT-1)

SQ SQUARE

SS SANITARY SEWER

SSE SUBSTANDARD EFFLUENT

ST SAMPLE TAP

STA STATION

STD STANDARD

STL STEEL

STORM STORMWATER

STR STRAIGHT

SUP SUPERNATANT

SV SOLENOID VALVE

SVC SERVICE

SVW SERVICE WATER

SW SOUTHWEST

SWD SIDEWATER DEPTH

SYM SYMBOL

SYMM SYMMETRICAL

T&B TOP AND BOTTOM

T.O.C. TOP OF CONCRETE

T.O.S. TOP OF SLAB

T.S. TAPPING SLEEVE

T.V. TAPPING VALVE

TAN TANGENT

TBM TEMPORARY BENCH MARK

TB-xx TEST BORING-xx (e.g. TB-1)

TDH TOTAL DYNAMIC HEAD

TEL TELEPHONE

TEMP TEMPORARY

TH TEST HOLE

THD THREAD(ED)

THK THICK(NESS)

TJ TIED JOINT

TOB TOP OF BANK

TOC TOP OF CURB

TOS TOE OF SLOPE

TS THICKENED SLUDGE

TV TELEVISION

TWP TOWNSHIP

TYP TYPICAL

UD UNDERDRAIN

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UON UNLESS OTHERWISE NOTED

UTC UNDERGROUND TELEPHONE CABLE

UTIL UTILITY

UV ULTRAVIOLET

VAC VACUUM

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VEL VELOCITY

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

VTR VENT THROUGH ROOF

W WEST

W.L. WATER LEVEL

W.P. WALL PIPE (WITH WATER STOP)

W/ WITH

W/O WITHOUT

WAS WASTE ACTIVATED SLUDGE

WCO WALL CLEAN OUT

WF WIDE FLANGE

WH WALL HYDRANT

WM WATER MAIN

WPR WORKING PRESSURE

WS(P) WELDED STEEL (PIPE)

WT WEIGHT

WTF WATER TREATMENT FACILITY

WTP WATER TREATMENT PLANT

WW WASTEWATER

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWTF WASTEWATER TREATMENT FACILITY

WWTP WASTEWATER TREATMENT PLANT

XFER TRANSFER

XLHDPE CROSS LINKED HIGH-DENSITY

POLYETHYLENE

YD YARD(S)

YH YARD HYDRANT

YR YEAR(S)

NOTE: THIS LEGEND IS FOR GENERAL REFERENCE. NOT ALL ABBREVIATIONS, SYMBOLS, PROCESSES, MATERIALS, OR FITTINGS MAY BE USED IN THIS DESIGN, NOR IS THIS LEGEND COMPREHENSIVE. REFER TO INDIVIDUAL DRAWING LEGEND(S) IF SYMBOLS ARE NOT LISTED. INDIVIDUAL DISCIPLINE STANDARD LEGENDS SUPERCEDE THIS GENERAL LEGEND, IF PROVIDED.

SECTION OR DETAIL

NUMBER/LETTER

SCALE:

A

M-1

DETAIL

N.T.S.DRAWING WHERE

DETAIL IS

REFERENCED

DETAIL/SECTION REFERENCES

DETAIL OR SECTION

NUMBER/LETTER

SHEET WHERE DETAIL

IS FOUND

OPTIONAL HAT

(INDICATES VIEW DIRECTION)

SECTION CUT AND

DIRECTION TAIL (ROTATED

AS REQUIRED)

STANDARD ABBREVIATIONSCIVIL SYMBOLS LEGEND

NOTE (TYP)

ANNOTATION, SINGLE

LEADER (INDICATING

TYPICAL AT MULTIPLE

LOCATIONS)

NOTE

ANNOTATION,

MULTIPLE LEADERS

INDICATING DISCRETE

TARGETS

VIEWPORT OR FEATURE

BREAK INDICATOR

VIEW FRAME EXTENT

(WITH DRAWING LOCATION

REFERENCE)

SEE SHEET xxx

STANDARD NORTH

ARROW (ROTATED AS

REQUIRED)

GRAPHIC SCALE

NORTH ARROW

DRAFTING LEGEND PROCESS PIPING LEGEND (DOUBLE-LINE OR 3D)

SD

SD

PROPOSED CONTOUR

EXISTING CONTOUR

PROPOSED STORM PIPE

EXISTING SPOT ELEVATION

PROPOSED ELEVATION

PROPOSED TOP OF CURB/

PROPOSED GRATE INLET

EXISTING STORM PIPE

PROPOSED CURB INLET

EXISTING GRATE INLET

PROPOSED STORM MANHOLE

PAVEMENT ELEVATION

PROPOSED DIRECTION OF

SURFACE WATER RUNOFF

PROPOSED YARD DRAIN

SHEET FROM WHERE DETAIL IS

FIRST REFERENCED

A M-2

NORTH

(HORIZONTAL AND/OR

VERTICAL AS REQUIRED)

HALF

VIEWPORT

SCALE

FULL

VIEWPORT

SCALE

DOUBLE

VIEWPORT

SCALE

PROCESS PIPING LEGEND (SINGLE-LINE)

EXISTING OVERHEAD LINE

EXISTING WATER MAIN

EXISTING UNDERGROUND TELE.COMM. LINE

PROPOSED SANITARY SEWER

EXISTING REUSE MAIN

EXISTING FORCE MAIN

PROPOSED SANITARY MANHOLE

PROPOSED SANITARY SERVICE

EXISTING FIBER OPTIC LINE

EXISTING NATURAL GAS LINE

UT

W W

OHE

RW RW

FM

FOC

GAS

MECHANICAL JOINT FITTINGS

FLANGED FITTINGS

SOLVENT WELD FITTINGS

BALL VALVE (SOLVENT WELD SHOWN)

GATE VALVE (FLANGED SHOWN)

PLUG VALVE (FLANGED SHOWN)

BUTTERFLY VALVE (FLANGED SHOWN,

WHEEL OPERATED)

BUTTERFLY VALVE (WAFER, LEVER

OPERATED)

GLOBE CHECK VALVE (FLANGED SHOWN)

SWING CHECK VALVE (FLANGED SHOWN)

PIPE COUPLING

EXPANSION JOINT, FLANGED

FLOW CONTROL VALVE (FLANGED SHOWN)

VENTURI FLOW METER (FLANGED SHOWN)

V-CONE FLOW METER (FLANGED SHOWN)

MAGNETIC FLOW METER (FLANGED SHOWN)

PROPELLER FLOW METER (FLANGED SHOWN)

BUTT-WELD FITTINGS (S.STL SHOWN)

SECONDARYPRIMARY SECONDARYPRIMARY

EXISTING SANITARY SEWERS

PROPOSED FORCE MAIN

A. TUCKER HUNTER

88634AJC

CPV

SNR

149850012

AUGUST 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

SYMBOLS AND

ABBREVIATIONS G-5Approved

2024-H-590-00196

CPV

SNR

149850012

AUGUST 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

NORTH

KEY SHEET G-6Approved 2024-H-590-00196

D

88634AJC

CPV

SNR

149850012

AUGUST 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

PLAN AND PROFILE

STA: 10+00 TO 11+69 C-1

N O

R

TH

Approved 2024-H-590-00196

CPV

SNR

149850012

AUGUST 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

PLAN AND PROFILE

STA: 11+69 TO 14+74 C-2

NORTH

Approved 2024-H-590-00196

D

88634AJC

CPV

SNR

149850012

AUGUST 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

N O

R

TH

ROADWAY

RESTORATION PLAN C-3

NORTH

Approved 2024-H-590-00196

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�‰ �)�'�2�7���'�(�7�$�,�/�6 �'���ˆApproved 2024-H-590-00196

CPV

SNR

149850012

AUGUST 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

© FDOT DETAILS D-8Approved 2024-H-590-00196

CPV

SNR

149850012

AUGUST 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

© FDOT DETAILS D-9Approved 2024-H-590-00196

NOTES:

1. LONGITUDINAL CUTS SHALL REQUIRE OVERLAY/RESURFACE OF THE COMPLETE WIDTH OF

THE TRAVELED WAY.

2. CUTS AT AN INTERSECTION OF STREETS SHALL REQUIRE A COMPLETE OVERLAY/

RESURFACING TO THE END OF ALL RETURN RADII AND ALSO TO A POINT TEN (10) FEET

BEYOND THE CUT, WHICHEVER IS GREATER.

3. ACTUAL REQUIREMENTS WILL BE AS STATED ON THE APPROVED PERMIT AND DRAWINGS.

4. BASE REPLACEMENT SHALL BE 12-IN THICK LIMEROCK BASE (MIN. LBR 100).

5. FLEXIBLE PAVEMENT SHALL BE STRUCTURAL COURSE SP-12.5 (2-INCH), AND FRICTION

COURSE FC-12.5 (2-INCH).

6. ALL JOINT CUTS SHALL BE MECHANICALLY SAW CUT.

7. IF PERMANENT ASPHALT IS NOT APPLIED WITHIN 24-HRS OF WORK, MIN 2" TEMPORARY

COLD PATCH REQUIRED.

8. SUB-GRADE TO BE COMPACTED TO 98% MIN DENSITY AS DETERMINED BY AASHTO T-180.

CUT AREA TO BE PLATED OR PROTECTED.

TRENCH WIDTH =

PIPE DIAMETER +

2'-0" (MIN)

VARIES

FRICTION COURSE FC-12.5 (2")

STRUCTURAL COURSE SP-12.5 (2")

VARIES

SAWCUT

(TYP)

IF NEEDED, MILL 2" AND

RESURFACE WITH FRICTION

COURSE FC-12.5 (2")

UNDISTURBED

EARTH

SUBGRADE

(COMPACTED TO

98% MAX DENSITY)

2'-0" MIN12" LIMEROCK BASE

(MIN LBR 100)

12" TYPE B STABILIZATION

(MIN LBR 40)

1:1 CUT SLOPE OR

TRENCH BOX

A. TUCKER HUNTER

88634AJC

CPV

SNR

149850012

AUGUST 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

FDOT ROADWAY

RESTORATION DETAIL D-10Approved

2024-H-590-00196 kimley-horn.com 7341 Office Park Pl Ste 102, Melbourne, FL 32940 321-430-1138

August 21, 2024

Re: Lift Station C-17 Replacement Comment Response FDOT Utility Permit 2024-H-590-00196

Dear Mr. Shrestha, Kimley Horn has reviewed the comments provided by the Florida Department of Transportation (FDOT) on July 26, 2024. Our responses in regard to the FDOT review of the Lift Station C-17 Replacement project are provided below.

1. Traffic control Plan: Please provide detailed MOT plans for this job (Such as number of lanes to be closed, barrier wall requirement and detour information if any).

Response: Per the FDOT meeting on August 14, 2024, with Brevard County Utility Services Department (BCUSD), FDOT, and Kimley-Horn, the Contractor is to provide MOT plan to BCUSD and FDOT prior to construction. A backup MOT plan is to be provided to the FDOT in the event of work requiring a road closure on N. Courtenay Parkway. See note 3 on Sheet 1, note 5 on Sheets C-1 and C-2, and note 2 on Sheet C-3.

2. Please reflect the offset for the proposed sewer line from the edge of the pavement in the plan view.

Response: A dimension of the offset for the proposed sewer line from the edge of the pavement has been added to the plan view of Sheet C-1.

3. Please confirm the depth of the proposed Sewer line and Force main in sheet C-1 and C-2. The depth of sewer line reflects to be very deep which is not common.

Response: The depths of the proposed sewer main and force main were provided by the surveyor of the Lift Station C-17 project to include the gravity sewer inverts and a test hole of the existing utilities. Dimensions for the depths of the proposed utilities have been added to Sheets C-1 and C-2.

4. Considering the depth of the proposed Force main and Sewer line, Is there any dewatering plan for this operation?

Response: Per the FDOT meeting on August 14, 2024, with BCUSD, FDOT, and Kimley-Horn, dewatering is anticipated during construction and a dewatering plan will be submitted by the Contractor prior to beginning construction. See note 5 on Sheet 1, note 7 on Sheets C- 1 and C-2, and note 8 on Sheet C-3.

5. Please provide a cross-section view for the full restoration work.

Response: A detail of the cross-section view for the full roadway restoration has been added to Sheet D-10. Approved

2024-H-590-00196

6. Sheet 1 states that the existing Sewer line and Force main which will be out of service will be abandoned. Please refer to UAM section 3.16.10 and FDOT specification 555.4.1.3 and correct the verbiage.

Response: The callouts regarding placing the existing sanitary sewer and force main out of service have been updated and included on Sheets 1 and C-1.

7. See UAM sec 2.4 for additional submittal detail requirements.

Response: Acknowledged. Per the FDOT meeting on August 14, 2024, with BCUSD, FDOT, and Kimley-Horn, Index 102-600, Sheet 8 of 11 was added to Sheet D-9.

Please feel free to contact me at tucker.hunter@kimley-horn.com or (407) 982-3064 should you have any questions regarding this response letter.

Sincerely, Tucker Hunter, P.E.

Project Manager

Attachments:

Appendix A: Lift Station C-17 Replacement Revised Plans

Approved 2024-H-590-00196

APPENDIX A

FDOT RAI LETTER

Appendix E

Site Photos

SR-3

Ex. 20" Force Main (approx.)

Ex. 12" Force Main (to be abandoned)

Ex. 12" gravity main (to be abandoned)

N. Courtenay Parkway - SR-3 (facing North)

Proposed 12" gravity main

Approved 2024-H-590-00196

SR-3

Proposed 12" gravity main (approx.)

Ex. 20" force main (approx.)

N. Courtenay Parkway - SR-3 (facing south)

Approved 2024-H-590-00196

Catalina Isle Drive

Proposed 12" gravity main (approx.)

Proposed manhole (approx.)Proposed 12" gravity main (approx.)

Proposed 12" force main (approx.)

Existing 20" force main (approx.)

Catalina Isle Drive (facing west)

Approved 2024-H-590-00196