Attachment_C_-_Drawings.pdf

OWNER:

BREVARD COUNTY UTILITY SERVICES DEPARTMENT

2725 JUDGE FRAN JAMIESON WAY, A-213

VIERA, FL 32940

321-633-2091

ENGINEER:

KIMLEY-HORN AND ASSOCIATES, INC.

7341 OFFICE PARK PLACE, SUITE 102

MELBOURNE, FLORIDA 32940

CONTACT: A. TUCKER HUNTER, P.E.

407-982-3064

PROJECT VICINITY MAP

G-1 REVISIONS DATE BYNo.

BID SET

PREPARED BY

N.T.S.

2024 KIMLEY-HORN AND ASSOCIATES, INC.

7341 OFFICE PARK PLACE, SUITE 102

MELBOURNE, FL 332940

PHONE (321) 430-1138

WWW.KIMLEY-HORN.COM CA 00035106

BOARD OF COUNTY COMMISSIONERS

BREVARD COUNTY

PREPARED FOR:

INDEX OF DRAWINGS

GENERAL

G-1 COVER SHEET

G-2 GENERAL NOTES

G-3 BREVARD COUNTY GENERAL NOTES

G-4 BREVARD COUNTY GENERAL NOTES

G-5 SYMBOLS AND ABBREVIATIONS

DEMO

DE-1 DEMO PLAN

CIVIL

C-1 PLAN AND PROFILE - STA: 10+00 TO 11+76

C-2 PLAN AND PROFILE - STA: 11+76 TO 14+74

G-6

LIFT STATION C-17 SITE PLANC-4

LIFT STATION C-17 GRADING PLANC-5

EXISTING CONDITIONS AND EROSION CONTROL PLANC-6

SWPPP NOTESC-7

EROSION CONTROL DETAILS

MECHANICAL

M-1 LIFT STATION C-17 MECHANICAL PLAN

DETAILS

D-1 STANDARD DETAILS

D-2 STANDARD DETAILS

D-3 D-4 D-5 D-6

D-7 FDOT DETAILS

D-8 D-9

FDOT DETAILS

FDOT DETAILS

STANDARD DETAILS

STANDARD DETAILS

STANDARD DETAILS

STANDARD DETAILS

UTILITY SERVICES DEPARTMENT

BID NO. B-7-25-40

PROJECT NO. 6982461

OCTOBER 2024

LOCATION MAP

LIFT STATION C-17 REPLACEMENT

SITE

C-8

KEY SHEET

ROADWAY RESTORATION PLANC-3

ELECTRICAL

E-1 ELECTRICAL NOTES, SYMBOLS, & ABBREVIATIONS

E-2 LS C-17 ELECTRICAL SITE PLAN

E-3 LIFT STATION C-17 SINGLE LINE DIAGRAM

E-4 E-5

LS C-17 ELEMENTARY DIAGRAM - SHEET 1

E-7 LS C-17 TERMINAL BLOCK LAYOUT

E-8 BILL OF MATERIALS

E-9 LIFT STATION C-17 PUMP CONTROL PANEL DETAIL

E-6

ELECTRICAL RACK DETAILSE-11

ELECTRICAL DETAILSE-12

INSTRUMENTATION

I-1 STANDARD CONTROLWAVE MICRO RTU COVER SHEET

I-2 STANDARD CONTROLWAVE MICRO RTU

DRAWING PACKAGE INDEX SHEET

I-3

I-4

I-5 I-6

I-7 STANDARD CONTROLWAVE MICRO RTU

TERMINAL ASSEMBLY POWER & I/O

I-8 I-9

STANDARD CONTROLWAVE MICRO RTU PANEL FABRICATION

STANDARD CONTROLWAVE MICRO RTU IO WIRING - DIGITAL

OUTPUTS

STANDARD CONTROLWAVE MICRO RTU

GENERAL ARRANGEMENT EXTERNAL

STANDARD CONTROLWAVE MICRO RTU

GENERAL ARRANGEMENT INTERNAL

STANDARD CONTROLWAVE MICRO RTU PANEL ASSEMBLY

STANDARD CONTROLWAVE MICRO RTU WIRING DIAGRAM

LS C-17 ELEMENTARY DIAGRAM - SHEET2

LIFT STATION C-17 ELECTRICAL PLANE-10

LS C-17 ELEMENTARY DIAGRAM - SHEET 3

I-10

I-11

I-12 STANDARD CONTROLWAVE MICRO RTU

IO WIRING - HIGH SPEED COUNTER

I-13 I-14

MODBUS TCP INSTALLATION

LS C-17 IO WIRING & MODBUS DETAILS

BID SET 10/16/2024 CPV0

D-10 FDOT ROADWAY RESTORATION DETAIL

STANDARD CONTROLWAVE MICRO RTU IO WIRING - DIGITAL

INPUTS

STANDARD CONTROLWAVE MICRO RTU IO WIRING - ANALOG

INPUTS

A. TUCKER HUNTER

88634AJC

CPV

SNR

149850012

OCTOBER 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

© GENERAL NOTES

G-2

CPV

SNR

149850012

OCTOBER 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

© BREVARD COUNTY GENERAL NOTES G-3

BREVARD COUNTY PUBLIC WORKS ENGINEERING STANDARD DEVELOPMENT NOTES

GENERAL

1. ALL CONSTRUCTION SHALL CONFORM TO FDOT STANDARD PLANS (FY20-21), FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION (LATEST EDITION), BREVARD COUNTY UTILITY SERVICES CRITERIA FOR WATER AND SANITARY SEWER SYSTEMS, AND

BREVARD COUNTY CODE OF ORDINANCES.

2. ISSUANCE OF CERTIFICATE OF COMPLETION: UPON COMPLETION OF CONSTRUCTION OF THE PROJECT AND PRIOR TO SCHEDULING OF THE FINAL INSPECTION, THE APPLICANT OR THEIR AUTHORIZED REPRESENTATIVE, SHALL PROVIDE THE FOLLOWING DOCUMENTATION TO

BREVARD COUNTY PUBLIC WORKS ENGINEERING:

a. A CERTIFICATE OF COMPLETION - REQUEST FOR FINAL INSPECTION FORM. THE FORM MUST BE FROM A PROFESSIONAL

ENGINEER LICENSED IN THE STATE OF FLORIDA WITH THEIR SEAL AFFIXED. THE FORM CERTIFIES THAT THE IMPROVEMENTS

HAVE BEEN CONSTRUCTED IN CONFORMANCE WITH THE APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS.

b. A COMPLETE SET OF TESTING REPORTS FOR ALL TESTS PERFORMED ON THE PROJECT WITHIN THE COUNTY RIGHT-O- WAY

AND/OR FOR ALL SUBDIVISION CONSTRUCTION REGARDLESS OF PUBLIC OR PRIVATE.

c. THREE SETS OF AS-BUILT DRAWINGS MEETING THE REQUIREMENTS OF SECTION 61G17, F.A.C., AND SIGNED AND SEALED BY A

SURVEYOR LICENSED IN THE STATE OF FLORIDA. AT A MINIMUM, ALL AS-BUILT DRAWINGS MUST INCLUDE:

i. ROAD/PAVEMENT ELEVATIONS; ROADWAY CROSS SLOPES; PAVEMENT WIDTH; PAVEMENT SPOT ELEVATIONS

NECESSARY TO CONFIRM STORMWATER DRAINAGE PATTERNS AT INTERSECTIONS AND SIDEWALKS; CURB SLOPES;

ii. STORMWATER PIPE SIZES AND INVERT ELEVATIONS; LOCATION OF OUTFALL STRUCTURE(S) WITH AS-BUILT ELEVATIONS

FOR ALL CONTROL STRUCTURE & SKIMMER ELEVATIONS SHOWN ON THE APPROVED PLANS; TOP OF BANK, GRADE

BREAKS, BOTTOM ELEVATIONS FOR ALL STORMWATER PONDS OR BERM AREAS;

iii. ANY OTHER ADDITIONAL AS-BUILT DATA THAT IS APPLICABLE TO THE PROJECT TO ENSURE COMPLETION IN

ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS.

d. PIPE INSPECTION VIDEO PER FDOT REQUIREMENTS. (IF APPLICABLE PER NOTE 4 OF DRAINAGE NOTES)

e. IF A MUNICIPALITY IS ACCEPTING A PUBLIC WATER AND/OR SEWER SYSTEM, THERE MUST BE DOCUMENTATION INDICATING

MUNICIPAL ACCEPTANCE OF THE CONSTRUCTION OF THE WATER AND/OR SEWER SYSTEM.

f. PUBLIC WORKS ENGINEERING WILL NOT SIGN OFF ON A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) FROM THE BREVARD

COUNTY BUILDING DEPARTMENT UNTIL THE AS-BUILT DRAWINGS AND OTHER DOCUMENTATION LISTED ABOVE HAVE BEEN

SUBMITTED AND REVIEWED BY PUBLIC WORKS ENGINEERING.

g. PROJECTS CONNECTED TO THE BREVARD COUNTY WATER, SANITARY SEWER, AND/OR RECLAIMED WATER SYSTEMS MUST

OBTAIN FINAL APPROVAL FOR THE PROJECT DIRECTLY FROM BREVARD COUNTY UTILITY SERVICES AS OUTLINED IN THE

BREVARD COUNTY CRITERIA FOR WATER AND SANITARY SEWERAGE SYSTEMS.

3. UPON APPROVAL OF FINAL INSPECTION, AN ENGINEER'S CERTIFIED COST ESTIMATE WILL BE REQUIRED ALONG WITH A 2-YEAR MAINTENANCE BOND FOR ALL IMPROVEMENTS WITHIN THE COUNTY RIGHT-OF-WAY AS REQUIRED BY CHAPTER 86 OF THE BREVARD COUNTY CODE OF ORDINANCES. THE MAINTENANCE BOND SHALL BE 25% OF THE ENGINEER'S CERTIFIED COST ESTIMATE.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO THE COUNTY INFRASTRUCTURE DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE STRUCTURAL INTEGRITY OF THE ROADWAY ASPHALT, BASE, AND STABILIZED SUB-BASE, SIDEWALKS, STORMWATER DRAINAGE SYSTEM, DRAINAGE STRUCTURES, CURBS, GROUND COVER, WATER SYSTEMS, SANITARY SEWER SYSTEMS, AND RECLAIMED WATER SYSTEMS. ALL REPAIRS SHALL BE COMPLETED IN ACCORDANCE WITH FDOT AND BREVARD COUNTY STANDARDS.

ALL REPAIRS SHALL BE COMPLETED PRIOR TO THE FINAL INSPECTION OF THE PROJECT. SIDEWALK PATCHING WILL NOT BE ACCEPTABLE.

5. A VISUAL OR MECHANICAL INTERIOR INSPECTION OF EXISTING CULVERTS WILL BE REQUIRED PRIOR TO THE FINAL INSPECTION.

6. ALL DISTURBED AREAS WITHIN THE COUNTY RIGHT-OF-WAY SHALL BE SODDED. SEED & MULCH IS NOT ACCEPTABLE. SOD SHALL MATCH EXISTING SOD TYPE. BAHIA SOD SHALL BE USED IN AREAS ADJACENT TO VACANT PROPERTY. DISTURBED AREAS OUTSIDE THE

CONSTRUCTION LIMITS WILL BE SODDED AT THE CONTRACTOR'S EXPENSE.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL SURVEY MONUMENTATION. ANY SURVEY MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY A FLORIDA LICENSED SURVEYOR PRIOR TO ISSUANCE OF A

CERTIFICATE OF COMPLETION FOR THE PROJECT.

8. REGARDLESS OF PRIVATE OR PUBLIC DEDICATION, THERE SHALL BE NO UTILITY CONNECTIONS OR METER BOXES WITHIN PROPOSED OR

EXISTING SIDEWALKS OR DRIVEWAY AREAS.

9. ALL DIRECTIONAL BORES SHALL BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

SECTION 555, DIRECTIONAL BORES AND THE FDOT UTILITIES ACCOMMODATION MANUAL.

10. ALL DIRECTIONAL BORES MUST EXTEND A MINIMUM OF EIGHT(8) FEET PAST THE EDGE OF PAVEMENT OF ANY ROADWAY OR COMMERCIAL DRIVEWAY. FOR RESIDENTIAL DRIVEWAYS AND SIDEWALKS, THE BORE MUST EXTEND THREE (3) FEET PAST THE EDGE ON EITHER SIDE.

11. THE CONTRACTOR SHALL CONTROL DUST GENERATED BY THIS PROJECT AT ALL TIMES, SHALL PROVIDE STREET SWEEPING AS REQUIRED, AND PREVENT SEDIMENT FROM ENTERING INTO THE EXISTING DRAINAGE SYSTEM AT ALL TIMES.

12. THE CONTRACTOR SHALL NOT EXCEED NOISE LEVELS AS SPECIFIED IN BREVARD COUNTY CODE OF ORDINANCES SECTION 62-2271.

13. ALL STRIPING AND PAVEMENT MARKINGS IN THE COUNTY RIGHT-OF-WAY SHALL BE THERMOPLASTIC AND SHALL NOT BE APPLIED UNTIL A MINIMUM OF 30 DAYS AFTER THE PLACEMENT OF THE FINAL ASPHALT SURFACE. IN THE INTERIM, STRIPING SHALL BE PAINT AND ANY REQUIRED RPM'S INSTALLED PER THE PLANS. DO NOT STRIPE ACROSS MANHOLE LIDS OR DRAINAGE GRATES.

14. REFLECTIVE PAVEMENT MARKINGS (RPM'S) SHALL BE INSTALLED IN ALL LOCATIONS AS REQUIRED BY FDOT STANDARD PLANS (FY20-21).

15. ANY PAVEMENT MARKINGS AND RPM'S THAT ARE DESTROYED, DAMAGED, OR DIMINISHED BY CONSTRUCTION ACTIVITIES FOR UP TO 500 FEET IN EITHER DIRECTION BEYOND THE LIMITS OF CONSTRUCTION SHALL BE REPLACED OR REFURBISHED BY THE CONTRACTOR.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE COUNTY RIGHT-OF-WAY FOR THE DURATION OF CONSTRUCTION. AT A MINIMUM, THE CONTRACTOR SHALL MOW THE RIGHT-OF-WAY ON AN AS NEEDED BASIS AND MAINTAIN THE DRAINAGE CONVEYANCE SYSTEM. ADDITIONAL MAINTENANCE MAY BE REQUIRED ON A CASE BY CASE BASIS.

TEMPORARY TRAFFIC CONTROL

1. MOT PLAN REVIEW: A PROJECT-SPECIFIC MAINTENANCE OF TRAFFIC (MOT) PLAN OR ROADWAY CLOSURE MOT/DETOUR PLAN MUST BE

SUBMITTED TO BREVARD COUNTY TRAFFIC OPERATIONS (321-633-2077) FOR APPROVAL A MINIMUM OF TWO (2) WEEKS PRIOR TO START OF CONSTRUCTION. THE MOT PLAN SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND FDOT STANDARD PLANS (FY20-21) INDEXES 102-601 THROUGH 102-680. PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS OR VMS) MAY BE

REQUIRED TO SUPPLEMENT THE STANDARD MOT SIGNAGE.

2. ROAD CLOSURES: THE CONTRACTOR SHALL NOTIFY BREVARD COUNTY TRAFFIC OPERATIONS (321-633-2077) A MINIMUM OF TWO (2) WEEKS IN ADVANCE OF THE PROPOSED START DATE OF CONSTRUCTION WITHIN THE RIGHT-OF-WAY, FOR EACH PHASE OF CONSTRUCTION, IF APPLICABLE. CONSTRUCTION SHALL NOT BEGIN UNTIL THE MOT PLAN IS APPROVED AND NOTIFICATIONS HAVE BEEN SENT TO AFFECTED AGENCIES. CERTAIN LOCATIONS MAY REQUIRE WORK IN THE RIGHT-OF-WAY TO BE PERFORMED AT NIGHT ONLY.

3. LANE CLOSURES: THE CONTRACTOR SHALL NOTIFY BREVARD COUNTY TRAFFIC OPERATIONS (321-633-2077) A MINIMUM OF ONE (1) WEEK IN ADVANCE OF THE PROPOSED START DATE OF CONSTRUCTION WITHIN THE RIGHT-OF-WAY. CONSTRUCTION SHALL NOT BEGIN UNTIL THE MOT PLAN IS APPROVED AND NOTIFICATIONS HAVE BEEN SENT TO AFFECTED AGENCIES. NO LANE CLOSURES WILL BE PERMITTED

DURING PEAK HOUR TRAFFIC VOLUMES.

4. ALL TRAFFIC CONTROL DEVICES SHALL MEET THE REQUIREMENTS OF THE MUTCD FOR STREETS AND HIGHWAYS, FDOT STANDARDS

(LATEST EDITIONS), AND BREVARD COUNTY LAND DEVELOPMENT EXHIBIT #26.

5. LIMITS OF DISTURBANCE: AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. REPAIR OR RECONSTRUCTION OF DAMAGED AREAS ON SURROUNDING PROPERTIES SHALL BE PERFORMED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. ALL DISTURBED AREAS SHALL BE

RESTORED TO EQUAL OR BETTER THAN THE CONDITION PRIOR TO CONSTRUCTION.

6. TREE REMOVAL: THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER WHEN ALL WORK IS LAID OUT (SURVEY STAKED), SO THAT A DETERMINATION MAY BE MADE OF SPECIFIC TREES TO BE REMOVED. NO TREES SHOWN ON THE CONSTRUCTION PLANS AS BEING

SAVED SHALL BE REMOVED WITHOUT PERMISSION FROM THE OWNER AND ENGINEER.

7. CLEARING AND GRUBBING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR SITE CONSTRUCTION INCLUDING CLEARING FOR PAVING, UTILITIES, DRAINAGE FACILITIES AND BUILDING CONSTRUCTION. SEE PLANS FOR LIMITS OF CLEARING AND GRUBBING. ALL AREAS TO BE CLEARED SHALL BE FIELD STAKED AND REVIEWED BY THE OWNER AND ENGINEER PRIOR TO ANY

CONSTRUCTION.

8. MATERIAL STORAGE / DEBRIS REMOVAL: ALL MATERIALS EXCAVATED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STOCKPILED AT ON-SITE LOCATIONS AS SPECIFIED BY THE OWNER. MATERIALS SHALL BE STOCKPILED SEPARATELY AS TO USABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC (MUCK) STOCKPILES IF MUCK IS ENCOUNTERED.CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. ALL CLAY ENCOUNTERED SHALL BE EXCAVATED OUT AND

REPLACED WITH CLEAN GRANULAR FILL MATERIALS.

DRAINAGE - ROADWAYS

1. ALL DRAINAGE SYSTEM CONSTRUCTION SHALL CONFORM TO FDOT STANDARD SPECIFICATIONS AND FDOT STANDARD PLANS (FY20-21).

2. ALL RETICULINE STEEL GRATES SHALL BE HOT DIPPED GALVANIZED AND HAVE A TRAFFIC BEARING H-20 LOAD RATING.

3. ALL GRATES UTILIZED WITHIN THE COUNTY RIGHT-OF-WAY SHALL BE TRAFFIC BEARING H-20 LOADING.

4. ALL STORMWATER PIPING WITHIN THE ROAD RIGHT-OF-WAY, REGARDLESS OF PUBLIC OR PRIVATE, OR STORMWATER PIPING THAT CONVEYS STORMWATER UNDER THE ROADWAY BETWEEN STORMWATER TREATMENT PONDS, SHALL BE INSPECTED PER SECTIONS 430-4.8, 430-4.8.1, AND 430-4.8.2 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,( LATEST EDITION). A COPY OF THE PIPE VIDEO SHALL BE PROVIDED TO THE COUNTY AS PART OF THE SUBMITTAL OF THE CERTIFICATION OF COMPLETION REQUEST FOR FINAL INSPECTION. THE COUNTY SHALL BE NOTIFIED ONE WEEK PRIOR TO THE START OF THE PIPE VIDEO INSPECTION

PROCESS.

5. ALL OPEN CUTS SHALL CONFORM TO LAND DEVELOPMENT EXHIBIT #25. FOR ALL OPEN CUTS, THE FLOWABLE FILL AND TEMPORARY ASPHALT SHALL BE INSTALLED WITHIN TWO (2) DAYS OF THE EXCAVATION (UNLESS OTHERWISE APPROVED IN WRITING BY BREVARD COUNTY PUBLIC WORKS ENGINEERING). PERMANENT ASPHALT INCLUDING MILLING AND RESURFACING, IF NEEDED, SHALL BE

COMPLETED WITHIN THIRTY (30) DAYS OF EXCAVATION.

6. THE CONTRACTOR SHALL REMOVE THE SHOULDER OF THE ROADWAY TO A POINT WHERE THE BASE MATERIAL OF THE EXISTING ROADWAY MEETS THE MINIMUM THICKNESS OF THE PROPOSED ROADWAY/COMMERCIAL DRIVEWAY CONNECTION.

CONCRETE PAVING AND SIDEWALK

1. ALL DRIVEWAYS SHALL BE CONSTRUCTED PER FDOT INDEX 515 AND/OR BREVARD COUNTY STANDARD EXHIBITS UNLESS OTHERWISE

NOTED.

2. ALL CONCRETE SHALL MEET FDOT DESIGN MIX AND SPECIFICATIONS. CURING METHOD SHALL BE IN ACCORDANCE WITH THE FDOT

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,( LATEST EDITION).

3. ALL SIDEWALKS WITHIN THE COUNTY RIGHT-OF-WAY OR WITHIN A PUBLIC SIDEWALK EASEMENT SHALL BE CONSTRUCTED OF 6-INCH THICK, 3000-PSI CONCRETE WITH FIBER MESH REINFORCEMENT. CONCRETE SIDEWALKS (OR PEDWAYS) AND CONCRETE DRIVEWAY APRONS SHALL BE CONSTRUCTED OVER SOILS COMPACTED TO 98% DENSITY, OF AASHTO T -180. SHOULD EXISTING SOILS BE FOUND UNSUITABLE FOR COMPACTION, ADDITIONAL COMPATIBLE MATERIALS SHALL BE BROUGHT TO THE SITE FOR USE AS SUBGRADE.

ALTERNATE METHODS OF COMPACTION MAY BE REQUIRED TO AVOID DAMAGE TO SURROUNDING PROPERTIES.

4. CONSTRUCT SIDEWALK JOINTS PURSUANT TO FDOT INDEX 310 (LATEST EDITION). EXPANSION JOINTS SHALL BE EVERY 50 FEET, AND

BETWEEN NEW AND OLD CONCRETE.

5. TWO BY FOUR FORM BOARDS SHALL NOT BE USED FOR SIDEWALK/DRIVEWAY CONSTRUCTION. FORM BOARDS SHALL MATCH PROPOSED CONCRETE THICKNESS. SLIP FORMS SHALL NOT BE USED FOR SIDEWALK CONSTRUCTION. FIXED FORMWORK SHALL BE REQUIRED PER

FDOT INDEX 300.

6. THE CONTRACTOR SHALL PROVIDE A 3-FOOT CURB TRANSITION AT ALL CURB TERMINATIONS.

7. ALL SIDEWALK AND ACCESS RAMP CONSTRUCTION SHALL COMPLY WITH THE DEPARTMENT OF JUSTICE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, FDOT STANDARD PLANS (FY20-21), AND BREVARD COUNTY DEVELOPMENT REQUIREMENTS.

ASPHALT PAVING AND TESTING

THE FOLLOWING TESTING REQUIREMENTS APPLY TO:

a. ALL PUBLIC AND PRIVATE SUBDIVISION PROJECTS PERMITTED THROUGH BREVARD COUNTY PLANNING AND DEVELOPMENT;

b. ALL SITE PLAN PROJECTS PERMITTED THROUGH BREVARD COUNTY PLANNING AND DEVELOPMENT REQUIRING WORK IN THE

COUNTY RIGHT-OF-WAY;

c. ALL PROJECTS PERMITTED THROUGH BREVARD COUNTY PUBLIC WORKS FOR WORK WITHIN THE COUNTY RIGHT-OF-WAY.

SECTIONS WITHIN THE FDOT STANDARD SPECIFICATIONS LIMITING TESTING REQUIREMENTS BASED ON LOT SIZE, SUB-LOT SIZE, TONNAGE, MINIMUM THICKNESS, OR SPREAD RATE WILL NOT APPLY TO THE PROJECTS LISTED ABOVE. AT A MINIMUM, ONE SET OF TESTS WILL BE

REQUIRED FOR ALL PAVING PROJECTS LARGER THAN 50 TONS TOTAL AND ADDITIONAL TESTING MAY BE REQUIRED ON A CASE BY CASE

EVALUATION OF THE PROJECT. TESTING REQUIREMENTS AT THE ASPHALT PLANT WILL NOT APPLY.

FOR S-TYPE ASPHALT AS SPECIFIED IN THE 2000-2004 FDOT STANDARD SPECIFICATION:

1. THE CONTRACTOR SHALL PROVIDE A DESIGN MIX SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF

FLORIDA AND APPROVED BY THE ENGINEER OF RECORD FOR THE PROJECT TO PUBLIC WORKS ENGINEERING FIVE BUSINESS DAYS PRIOR TO PAVING. THE MIX DESIGN SHALL MEET FDOT MINIMUM REQUIREMENTS AS OUTLINED IN SECTION 331-4 (2000). DESIGN MIXES BY FDOT

CERTIFIED MIX DESIGNERS WILL NOT BE ACCEPTED.

2. THE CONTRACTOR SHALL PROVIDE EXTRACTION/GRADATION TESTS IN ACCORDANCE WITH SECTION 331-4.4.2 (2000).

3. THE CONTRACTOR SHALL PROVIDE MARSHALL STABILITY TESTING IN ACCORDANCE WITH SECTION 331-5.5.1 (2000).

4. PAVEMENT SURFACE SHALL MEET ALL REQUIREMENTS SPECIFIED IN SECTION 330-13 (2000).

5. THE CONTRACTOR SHALL PROVIDE SURFACE TOLERANCE TESTING FOR ROADWAYS WITH DESIGN SPEEDS OF 35 MPH OR GREATER IN

ACCORDANCE WITH SECTION 330-13.3 (2000).

6. QUALITY CONTROL CORE BORINGS SHALL BE OBTAINED FOR THICKNESS PER SECTION 330-2.2 ROADWAY, (2004) AND DENSITY PER

SECTION 330-11, TABLE 330-3 (2000).

7. ASPHALT TEST RESULTS FOR EACH CORE TAKEN ARE REVIEWED ON AN INDIVIDUAL BASIS FOR THICKNESS AND DENSITY. THICKNESS AND DENSITY AVERAGES WILL NOT BE ACCEPTED. NO UNDER TOLERANCE FOR THE THICKNESS OF EACH ASPHALT CORE WILL BE

ALLOWED.

FOR SUPERPAVE (SP) ASPHALT AS SPECIFIED IN THE 2010 FDOT STANDARD SPECIFICATION:

1. THE CONTRACTOR SHALL PROVIDE AN FDOT APPROVED DESIGN MIX, APPROVED BY THE ENGINEER OF RECORD FOR THE PROJECT, TO

PUBLIC WORKS ENGINEERING FIVE BUSINESS DAYS PRIOR TO PAVING. THE MIX DESIGN SHALL MEET FDOT MINIMUM REQUIREMENTS AS OUTLINED IN SECTION 334-2 & 334-3 (2010). DESIGN MIXES BY FDOT CERTIFIED MIX DESIGNERS THAT ARE NOT FDOT APPROVED WILL NOT

BE ACCEPTED.

2. THE CONTRACTOR SHALL PROVIDE GRADATION AND BINDER CONTENT TESTING IN ACCORDANCE WITH SECTION 334-5. (2010) HOWEVER, THE SAMPLE(S) MAY BE TAKEN AT THE PROJECT LOCATION IN LIEU OF AT THE ASPHALT PLANT AS SPECIFIED. RESULTS MUST BE

PROVIDED TO THE COUNTY WITHIN ONE WEEK AFTER THE COMPLETION OF PAVING.

3. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL, DENSITY, AND THICKNESS TESTING IN ACCORDANCE WITH SECTIONS 334-3, 334-4, 334-5, AND 334-5.2.3 (2010).

4. ASPHALT TESTING RESULTS FOR EACH CORE TAKEN ARE REVIEWED ON AN INDIVIDUAL BASIS FOR THICKNESS AND DENSITY. THICKNESS AND DENSITY AVERAGES, AS NOTED IN TABLE 334-5, NOTE 2, OF SECTION 334-5 (2010) WILL NOT BE ACCEPTED. NO UNDER TOLERANCE

FOR THE THICKNESS OF EACH ASPHALT CORE WILL BE ALLOWED.

5. PAVEMENT SURFACE SHALL MEET ALL REQUIREMENTS SPECIFIED IN SECTION 330-12 (2010).

6. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL SURFACE TOLERANCE TESTING FOR ROADWAYS WITH DESIGN SPEEDS OF 35 MPH

OR GREATER IN ACCORDANCE WITH 330-12 (2010).

FOR FRICTION COURSE FC-5 AS SPECIFIED IN THE 2010 FDOT STANDARD SPECIFICATION:

1. THE CONTRACTOR SHALL PROVIDE PROVIDE AN FDOT APPROVED DESIGN MIX, APPROVED BY THE ENGINEER OF RECORD FOR THE

PROJECT, TO PUBLIC WORKS ENGINEERING FIVE BUSINESS DAYS PRIOR TO PAVING. THE MIX DESIGN SHALL MEET FDOT MINIMUM REQUIREMENTS AS OUTLINED IN SECTION 337-4 (2010). DESIGN MIXES BY FDOT CERTIFIED MIX DESIGNERS THAT ARE NOT FDOT

APPROVED WILL NOT BE ACCEPTED.

2. THE CONTRACTOR SHALL PROVIDE GRADATION AND BINDER CONTENT TESTING IN ACCORDANCE WITH SECTION 337-5 & 337-6 (2010). THE SAMPLE(S) MAY BE TAKEN AT THE PROJECT LOCATION IN LIEU OF AT THE ASPHALT PLANT AS SPECIFIED. RESULTS MUST BE PROVIDED

TO THE COUNTY WITHIN ONE WEEK AFTER THE COMPLETION OF PAVING.

3. PAVEMENT SURFACE SHALL MEET ALL REQUIREMENTS SPECIFIED IN SECTION 330-12 (2010).

4. QUALITY CONTROL CORE BORINGS SHALL BE OBTAINED FOR THICKNESS TESTING USING SECTION 334-5.2.3 (2010).

5. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL SURFACE TOLERANCE TESTING FOR ROADWAYS WITH DESIGN SPEEDS OF 35 MPH

OR GREATER IN ACCORDANCE WITH SECTION 330-12 (2010).

FOR SUPERPAVE FRICTION COURSES FC-9.5 & FC-12.5 AS SPECIFIED IN THE 2010 FDOT STANDARD SPECIFICATIONS:

1. THE CONTRACTOR SHALL PROVIDE AN FDOT APPROVED DESIGN MIX, APPROVED BY THE ENGINEER OF RECORD FOR THE PROJECT, TO PUBLIC WORKS ENGINEERING FIVE BUSINESS DAYS PRIOR TO PAVING. THE MIX DESIGN SHALL MEET FDOT MINIMUM REQUIREMENTS AS OUTLINED IN SECTION 337-4 (2010). DESIGN MIXES BY FDOT CERTIFIED MIX DESIGNERS THAT ARE NOT FDOT APPROVED WILL NOT BE

ACCEPTED.

2. THE CONTRACTOR SHALL PROVIDE GRADATION AND BINDER CONTENT TESTING IN ACCORDANCE WITH SECTION 337-5 & 337-6 (2010). THE SAMPLE(S) MAY BE TAKEN AT THE PROJECT LOCATION IN LIEU OF AT THE ASPHALT PLANT, AS SPECIFIED. RESULTS MUST BE PROVIDED

TO THE COUNTY WITHIN ONE WEEK AFTER THE COMPLETION OF PAVING.

3. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL, DENSITY, AND THICKNESS TESTING IN ACCORDANCE WITH SECTIONS 337-1, 337-3, 337-4, 337-6, 337-8, AND 334-5.2.3 (2010).

4. ASPHALT TESTING RESULTS FOR EACH CORE TAKEN ARE REVIEWED ON AN INDIVIDUAL BASIS FOR THICKNESS AND DENSITY. THICKNESS AND DENSITY AVERAGES, AS NOTED IN TABLE 334-5, NOTE 2, OF SECTION 334-5 (2010) WILL NOT ACCEPTED. NO UNDER TOLERANCE FOR

THE THICKNESS OF EACH ASPHALT CORE WILL BE ALLOWED.

5. PAVEMENT SURFACE SHALL MEET ALL REQUIREMENTS SPECIFIED IN SECTION 330-12 (2010).

6. THE CONTRACTOR SHALL PROVIDE QUALITY CONTROL SURFACE TOLERANCE TESTING FOR ROADWAYS WITH DESIGN SPEEDS OF 35 MPH

OR GREATER IN ACCORDANCE WITH 330-12 (2010).

SUBSURFACE EXPLORATION:

SUBSURFACE EXPLORATION: REFER TO THE SUBSURFACE EXPLORATION REPORT BY TERRACON FOR ADDITIONAL SUBSURFACE

INFORMATION/CONDITIONS.

PLEASE NOTE:

CEMENTED ROCK LAYERS AND WEATHERED COQUINA WERE ENCOUNTERED AT VARIOUS DEPTHS AT ALL OF THE BORING LOCATIONS.

SHALLOW ROCK LAYERS APPEAR TO EXIST IN SOME AREAS WHERE CEMENTATION IS THE GREATEST. THESE LAYERS MAY HINDER EXCAVATION WITH TYPICAL BACKHOE OR SIMILAR EQUIPMENT OR DIRECTIONAL DRILLING. SEE THE SUBSURFACE EXPLORATION REPORT

BY UNIVERSAL ENGINEERING SCIENCES.

CPV

SNR

149850012

OCTOBER 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

(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

OCTOBER 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

SYMBOLS AND

ABBREVIATIONS G-5

CPV

SNR

149850012

OCTOBER 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

NORTH

KEY SHEET G-6

CPV

SNR

149850012

OCTOBER 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

NORTH

DEMO PLAN DE-1

GROUTED

HOPPER

EL. (-)22.0

REMOVE EXISTING

LIFT STATION AND

EQUIPMENT

LIFT STATION C-17

DEMO SECTION

SCALE: N.T.S.

REMOVE TOP 4 FEET

OF EXISTING

LIFT STATION. BACKFILL AND

COMPACT AREA WITH CLEAN

FILL TO EXISTING GRADE

4' -0

" M

IN

(PIPELINES ROTATED FOR CLARITY)

12" PVC SEWER - N.

INV. EL. (-)13.16

(3) 8"DIP SEWER- S

EL. 5.42

EL. 5.41

EL. 5.31

12" PVC SEWER - SW.

INV. EL. (-)11.96

SECTION A-A

TO BE REMOVED AND

GROUTED SMOOTH

TO BE REMOVED AND

GROUTED SMOOTH

ONCE EXISTING LIFT STATION EQUIPMENT

IS REMOVED. PUNCH HOLES IN BOTTOM

OF WET WELL AND BACKFILL EXISTING

LIFT STATION WITH CLEAN SAND

NORTH

TOP

EL. 9.34

D

88634AJC

CPV

SNR

149850012

OCTOBER 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

PLAN AND PROFILE

STA: 10+00 TO 11+76 C-1

N O

R

TH

CPV

SNR

149850012

OCTOBER 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

PLAN AND PROFILE

STA: 11+76 TO 14+74 C-2

D

88634AJC

CPV

SNR

149850012

OCTOBER 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

N O

R

TH

ROADWAY

RESTORATION PLAN C-3

CPV

SNR

149850012

OCTOBER 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

LIFT STATION C-17

SITE PLAN C-4

CPV

SNR

149850012

OCTOBER 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

LIFT STATION C-17

GRADING PLAN C-5

CPV

SNR

149850012

OCTOBER 2024

LIFT STATION C-17

REPLACEMENT

PREPARED FOR

BREVARD COUNTY UTILITY SERVICES

BREVARD COUNTY FLORIDA

NORTH

EXISTING CONDITIONS AND

EROSION CONTROL PLAN C-6

IP

EXISTING

EXISTING

SEWER MAIN LINE

FORCE MAIN

-CLEANING SUPPLIES

-DETERGENTS

-MASONARY BLOCK/BRICKS

-PAINT

-WOOD

ITEMS REQUIRING POLLUTION PREVENTION

THE FOLLOWING ITEMS ARE EXPECTED TO BE PRESENT ON THE PROJECT SITE:

-ASPHALT

-CONCRETE

-FERTILIZERS

-METAL PIECES

-PETROLEUM BASED PRODUCTS

-TAR

THE FOLLOWING ARE NON-STORM WATER SOURCES THAT WILL BE

ENCOUNTERED AT THE SITE AND SHOULD BE DIRECTED TO THE SEDIMENT BASIN

PRIOR TO DISCHARGE:

-UNCONTAMINATED GROUNDWATER EXPOSED DURING EXCAVATION

-WATER FROM WATER LINE FLUSHING

-PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR

HAZARDOUS MATERIALS HAVE OCCURRED).

SPILL PREVENTION AND CONTROL

THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE

USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF

MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF.

GOOD HOUSEKEEPING

-SUPERINTENDENT SHALL INSPECT PROJECT AREA DAILY FOR PROPER STORAGE,

USE, AND DISPOSAL OF CONSTRUCTION MATERIALS.

-STORE ONLY ENOUGH MATERIAL ON SITE FOR PROJECT COMPLETION.

-ALL SUBSTANCES SHOULD BE USED BEFORE DISPOSAL OF CONTAINER.

-ALL CONSTRUCTION MATERIALS STORED SHALL BE ORGANIZED AND IN THE

PROPER CONTAINER AND IF POSSIBLE, STORED UNDER A ROOF OR PROTECTIVE

COVER.

-PRODUCTS SHALL NOT BE MIXED UNLESS DIRECTED BY THE MANUFACTURER.

-ALL PRODUCTS SHALL BE USED AND DISPOSED OF ACCORDING TO THE

MANUFACTURER'S RECOMMENDATIONS.

HAZARDOUS PRODUCTS

-MATERIALS SHOULD BE KEPT IN ORIGINAL CONTAINER WITH LABELS UNLESS THE

ORIGINAL CONTAINERS CANNOT BE RESEALED. IF ORIGINAL CONTAINERS

CANNOT BE USED, LABELS AND PRODUCT INFORMATION SHALL BE SAVED.

-PROPER DISPOSAL PRACTICES SHALL ALWAYS BE FOLLOWED IN ACCORDANCE

WITH MANUFACTURER AND LOCAL/STATE REGULATIONS.

PRODUCT SPECIFIC PRACTICES

-PETROLEUM PRODUCTS MUST BE STORED IN PROPER CONTAINERS AND

CLEARLY LABELED. VEHICLES CONTAINING PETROLEUM PRODUCTS SHALL BE

PERIODICALLY INSPECTED FOR LEAKS. PRECAUTIONS SHALL BE TAKEN TO AVOID

LEAKAGE OF PETROLEUM PRODUCTS ON SITE.

-THE MINIMUM AMOUNT OF FERTILIZER SHALL BE USED AND MIXED INTO THE SOIL

IN ORDER TO LIMIT EXPOSURE TO STORM WATER. FERTILIZERS SHALL BE

STORED IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF

FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID

SPILLS.

-PAINT CONTAINERS SHALL BE SEALED AND STORED WHEN NOT IN USE. EXCESS

PAINT MUST BE DISPOSED OF IN AN APPROVED MANNER.

-CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE

SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE.

SPILL CONTROL PRACTICES

IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT

PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE

FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND

CLEANUP:

-SPILL CLEANUP INFORMATION SHALL BE POSTED ON SITE TO INFORM

EMPLOYEES ABOUT CLEANUP PROCEDURES AND RESOURCES.

-THE FOLLOWING CLEAN-UP EQUIPMENT MUST BE KEPT ON-SITE NEAR THE

MATERIAL STORAGE AREA: GLOVES, MOPS, RAGS, BROOMS, DUST PANS, SAND,

SAWDUST, LIQUID ABSORBER, GOGGLES, AND TRASH CONTAINERS.

-ALL SPILLS SHALL BE CLEANED UP AS SOON AS POSSIBLE.

-WHEN CLEANING A SPILL, THE AREA SHOULD BE WELL VENTILATED AND THE

EMPLOYEE SHALL WEAR PROPER PROTECTIVE COVERING TO PREVENT INJURY.

-TOXIC SPILLS MUST BE REPORTED TO THE PROPER AUTHORITY REGARDLESS OF

THE SIZE OF THE SPILL.

-AFTER A SPILL, THE PREVENTION PLAN SHALL BE REVIEWED AND CHANGED TO

PREVENT FURTHER SIMILAR SPILLS FROM OCCURRING. THE CAUSE OF THE

SPILL, MEASURES TO PREVENT IT, AND HOW TO CLEAN THE SPILL UP SHALL BE

RECORDED.

-THE SUPERINTENDENT SHALL BE THE SPILL PREVENTION AND CLEANUP

COORDINATOR AND IS RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS.

THE SUPERINTENDENT ALSO OVERSEES THE SPILL PREVENTION PLAN AND SHALL

BE RESPONSIBLE FOR EDUCATING THE EMPLOYEES ABOUT SPILL PREVENTION

AND CLEANUP PROCEDURES.

STORMWATER POLLUTION PREVENTION PLAN

MAINTENANCE AND INSPECTION PRACTICES

THE FOLLOWING ARE MAINTENANCE AND INSPECTION PRACTICES THAT SHALL BE

COMPLETED BY THE CONTRACTOR:

-ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE CHECKED AT A

MINIMUM OF EVERY 7 DAYS AND WITHIN 24 HOURS OF EACH 0.5 INCH OR

GREATER RAINFALL BY THE SUPERINTENDENT OR SOMEONE UNDER HIS/HER

DIRECT SUPERVISION.

-ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE KEPT IN GOOD

CONDITION. REPAIRS MUST BE MADE WITHIN 24 HOURS OF REPORT.

-THE SILT FENCE SHALL BE INSPECTED AT A MINIMUM OF EVERY 7 DAYS AND

WITHIN 24 HOURS OF A 0.5" OR GREATER RAIN EVENT FOR HEIGHT OF SEDIMENT

AND CONDITION OF FENCE.

-THE SILT FENCE SHALL BE CLEARED OF SEDIMENT WHEN SEDIMENT MEASURES

ONE-THIRD THE HEIGHT OF THE FENCE.

-THE SEDIMENT BASINS/DITCHES SHALL BE CHECKED AT A MINIMUM OF EVERY 7

DAYS AND WITHIN 24 HOURS OF A 0.5" OR GREATER RAIN EVENT FOR DEPTH OF

SEDIMENT. THEY SHALL BE CLEANED WHEN SEDIMENT REACHES 10% OF TOTAL

CAPACITY AND AFTER CONSTRUCTION IS COMPLETE.

-DIVERSION DIKES SHALL BE INSPECTED AT A MINIMUM OF EVERY 7 DAYS AND

WITHIN 24 HOURS OF A 0.5" OR GREATER RAIN EVENT. ANY BREACHES SHALL BE

PROMPTLY REPAIRED.

-ALL SEEDING SHALL BE CHECKED FOR PROPER GROWTH AND UNIFORMITY.

UNSTABALIZED AREAS SHALL BE RE-SODDED.

-A MAINTENANCE REPORT SHALL BE COMPLETED DAILY AFTER EACH INSPECTION

OF THE SEDIMENT AND EROSION CONTROL METHODS. THE REPORTS SHALL BE

FILED IN AN ORGANIZED MANNER AND RETAINED ON-SITE DURING

CONSTRUCTION. AFTER CONSTRUCTION IS COMPLETED, THE REPORTS SHALL BE

SAVED FOR AT LEAST THREE YEARS. THE REPORTS SHALL BE AVAILABLE FOR

ANY AGENCY THAT HAS JURISDICTION OVER EROSION CONTROL.

-THE SUPERINTENDENT SHALL ORGANIZE THE TRAINING FOR INSPECTION

PROCEDURES AND PROPER EROSION CONTROL METHODS FOR EMPLOYEES

THAT COMPLETE INSPECTIONS AND REPORTS.

POLLUTION PREVENTION PLAN CERTIFICATION

I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL

ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN

ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED

PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION

SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE

THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE

INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY

KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT

THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION,

INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING

VIOLATIONS.

SIGNED: _____________________________________ DATE:__________________

A. TUCKER HUNTER

FLORIDA REGISTRATION NUMBER: 88634

PROFESSIONAL ENGINEER

CONTRACTOR'S CERTIFICATION

I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, SHALL COMPLY WITH,

THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR

STORMWATER DISCHARGE FORM LARGE AND SMALL CONSTRUCTION ACTIVITIES

AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED

THEREUNDER.

EROSION AND SEDIMENT CONTROLS

BEST MANAGEMENT PRACTICES SHALL BE USED FOR THIS PROJECT TO CONTROL

EROSION AND TURBIDITY CAUSED BY STORM WATER RUN-OFF. THE LOCATION AND

DETAILS OF EROSION CONTROL METHODS ARE SHOWN ON THE PLANS. THE

CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING THESE CONTROL

METHODS AS SHOWN ON THE PLANS OR AS REQUIRED. HE/SHE SHALL ALSO PROVIDE

THE REQUIRED EROSION PROTECTION AS REQUIRED BY LOCAL, STATE AND FEDERAL

LAW.

STORM WATER MANAGEMENT

STORMWATER RUNOFF FROM THE PROPOSED SITE WILL BE MANAGED BY SWALE TO

PROVIDE THE REQUIRED TREATMENT (QUALITY) AND ATTENUATION (QUANTITY)

VOLUMES. THE STORMWATER MANAGEMENT SYSTEM WAS DESIGNED TO MEET OR

EXCEED ALL THE REQUIREMENTS OF NORTHWEST FLORIDA WATER MANAGEMENT

DISTRICT (NWFWMD) AND BREVARD COUNTY, FL.

STABILIZATION PRACTICES:

TEMPORARY STABILIZATION - TOPSOIL STOCK PILES AND DISTURBED PORTIONS OF THE

SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASE, SHALL

BE STABILIZED WITH TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE LAST

CONSTRUCTION ACTIVITY IN THAT AREA. THE TEMPORARY SEED REQUIRED CAN BE

FOUND IN TABLE 1.65 A OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO SEEDING,

WHERE SOILS ARE ACIDIC 2 TONS OF PULVERIZED AGRICULTURAL LIMESTONE SHOULD

BE ADDED PER ACRE AND 450 POUNDS OF 10-20-20 FERTILIZER SHALL BE APPLIED TO

EACH ACRE. AFTER SEEDING, EACH AREA SHALL BE IMMEDIATELY MULCHED WITH

STRAW OR EQUIVALENT EQUAL. AREAS OF THE SITE WHICH ARE TO BE PAVED SHALL

BE TEMPORARILY STABILIZED BY APPLYING GEOTEXTILE AND STONE SUB-BASE UNTIL

BITUMINOUS PAVEMENT CAN BE APPLIED.

PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE

CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE STABILIZED WITH

PERMANENT SEED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY.

THE APPROPRIATE PERMANENT SEED MIX CAN BE FOUND IN TABLES 1.66A, 1.66B AND

1.66C OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO SEEDING, 2 TONS/ACRE OF

FINELY GROUND AGRICULTURAL LIMESTONE AND THE PROPER FERTILIZER BASED ON

THE TYPE OF SEEDING SHALL BE APPLIED TO EACH ACRE TO PROVIDE PLANT

NUTRIENTS. AFTER SEEDING, EACH AREA SHALL BE MULCHED IMMEDIATELY.

STRUCTURAL PRACTICES:

EARTH DIKE - IF REQUIRED, AN EARTH DIKE SHALL BE CONSTRUCTED ALONG THE SITE

PERIMETER. A PORTION OF THE DIKE SHALL DIVERT RUN-ON AROUND THE

CONSTRUCTION SITE. THE REMAINING PORTION OF THE DIKE SHALL COLLECT RUNOFF

FROM THE DISTURBED AREA AND DIRECT THE RUNOFF TO THE SEDIMENT BASIN.

SEDIMENT BASIN - A SEDIMENT BASIN SHALL BE CONSTRUCTED IN THE COMMON

DRAINAGE AREA FOR THE SITE. ALL SEDIMENT COLLECTED IN THE BASIN MUST BE

REMOVED FROM THE BASIN UPON COMPLETION OF CONSTRUCTION. SEDIMENT FROM

THE BASIN MAY BE USED AS FILL ON THE SITE IF IT IS SUITABLE SOIL.

WASTE DISPOSAL

WASTE MATERIALS - ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A

METAL DUMPSTER WITH A SECURE LID IN ACCORDANCE WITH ALL LOCAL AND STATE

LAWS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED

IN THE DUMPSTER. THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL

UTILITIES TO HAVE THE DUMPSTER EMPTIED AT LEAST TWICE A WEEK AND THE WASTE

TAKEN TO AN APPROPRIATE LANDFILL. NO CONSTRUCTION WASTE MATERIALS SHALL

BE BURIED ON SITE. THE SUPERINTENDENT SHALL ORGANIZE TRAINING FOR THE

EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH WASTE MATERIALS. THE

SUPERINTENDENT SHALL BE RESPONSIBLE FOR POSTING AND ENFORCING WASTE

MATERIAL PROCEDURES.

HAZARDOUS WASTE - HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN

ACCORDANCE WITH ALL LOCAL AND STATE LAWS OR AS DIRECTED BY THE

MANUFACTURER. THE SUPERINTENDENT SHALL ORGANIZE THE PROPER TRAINING

FOR EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH HAZARDOUS WASTE

MATERIALS. THESE PROCEDURES SHALL BE POSTED ON THE SITE. THE PERSON WHO

MANAGES THE SITE SHALL BE RESPONSIBLE FOR ENFORCING THE PROCEDURES.

SANITARY WASTE - SANITARY WASTE SHALL BE COLLECTED AND DISPOSED OF IN

ACCORDANCE WITH ALL LOCAL AND STATE LAWS. THE SUPERINTENDENT SHALL

COORDINATE WITH THE LOCAL UTILITY FOR COLLECTION OF THE SANITARY WASTE AT

LEAST THREE TIMES A WEEK TO PREVENT SPILLAGE ONTO THE SITE.

OFF-SITE TRACKING

A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO REDUCE SEDIMENT

TRACKING OFFSITE. THE MAJOR ROAD CONNECTED TO THE PROJECT SHALL BE

CLEANED ONCE A DAY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK RESULTING FROM

CONSTRUCTION TRAFFIC. ALL TRUCKS HAULING MATERIALS OFFSITE SHALL BE

COVERED WITH A TARPAULIN.

DUST & DEBRIS CONTROL

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE

CONSTRUCTION LIMITS AS WELL AS ALONG HAUL ROUTES AND ROADWAYS USED BY

THE EQUIPMENT AND VEHICLES. THE CONTRACTOR SHALL ENSURE THAT EXCESSIVE

DUST IS NOT TRANSPORTED BEYOND THE LIMITS OF CONSTRUCTION IN POPULATED

AREAS. THE CONTRACTOR MAY CONTROL DUST FOR EMBANKMENTS OR OTHER

CLEARED OR UNSURFACED AREAS BY APPLYING WATER. INSTALL MULCH, SEED, SOD,

OR TEMPORARY PAVING AS EARLY AS PRACTICAL. CONTROL DUST DURING STORAGE

AND HANDLING OF DUSTY MATERIALS BY WETTING, COVERING, OR OTHER MEANS AS

APPROVED BY THE ENGINEER. CONTRACTOR SHALL ENFORCE REDUCED VEHICLE

SPEEDS ON UNPAVED ROADS AND IF NECESSARY PROHIBIT CONSTRUCTION GRADING

WHEN WIND GUSTS EXCEED 25 MPH, OR OTHERWISE DIRECTED BY E.O.R. OR COUNTY

INSPECTOR.

DEBRIS AND TRASH SHALL NOT BE ALLOWED TO ACCUMULATE ON THE PROJECT SITE.

CONTRACTOR SHALL COLLECT LOOSE…