Lift_Station_69_Drawings.pdf

PDF 33 MB Posted Mar 4, 2026

Attached to: 2633ITB - Lift Station #69 Rehabilitation
Solicitation number: 2633ITB
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Mar 12, 2026

This is a contract drawings and specifications document for the City of Daytona Beach, Florida's Lift Station 69 Replacement project (Project No. 21076), prepared by Wright Pierce engineering firm. The project involves the complete replacement and rehabilitation of an existing sanitary lift station located at 1808 Mason Avenue, Daytona Beach, Florida. The scope of work includes demolition of the existing dry-pit lift station with diesel emergency bypass pump and conversion of the existing 10-foot diameter wetwell to a submersible lift station equipped with two 15-horsepower Flygt submersible pumps operating at 750 GPM and 41 feet of total dynamic head. The project also requires installation of new electrical service infrastructure, including a 50 kilowatt diesel emergency generator, pump control panel, instrumentation and level sensing equipment, force main modifications, site concrete work, erosion control measures, and restoration of disturbed areas. The drawings indicate the project is scheduled for June 2025, with contract documents prepared for public bidding through the City's online procurement platform at procurement.opengov.com. A non-mandatory pre-bid conference was offered for interested bidders, and all questions must be submitted through the online platform by specified deadlines.

The contract requires the contractor to maintain all existing utility connections and process flows during construction through temporary bypass pumping systems that must be operational for a minimum of 72 hours before demolition commences. The existing diesel emergency bypass pump is to be salvaged and returned to the City. Governing standards reference the City of Daytona Beach Utilities Department Standard Details, Florida Department of Transportation specifications, and current National Electrical Code requirements. The project includes comprehensive stormwater pollution prevention measures, erosion and sediment control requirements per federal and state regulations, and mandatory environmental compliance documentation. Contractor responsibilities include obtaining all required permits except those designated as owner responsibilities, maintaining traffic flow with approved traffic control plans, coordinating with utility companies including Florida Power and Light, City of Daytona Beach water and sewer services, AT&T, Spectrum, and Peoples Gas, and conducting field verification of existing underground utility locations through test pits prior to construction. The contract documents establish clear sequences for demolition, construction, and site restoration, with detailed specifications for concrete pads, electrical conduit installation, grounding systems, and equipment protection requirements.

View the file

Other files

File	Type	Posted
2633ITB_-_Lift_Station_#69_Rehabilitation_(Addendum_#4_Revision).pdf	PDF	Mar 31, 2026
FPL_work_versus_Contractor_work.pdf	PDF	Mar 31, 2026
2633ITB_-_Lift_Station_#69_Rehabilitation.pdf	PDF	Mar 12, 2026
Project_References.pdf	PDF	Mar 4, 2026
Lift_Station_69_Specifications.pdf	PDF	Mar 4, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT

LOCATION

PENSACOLA TALLAHASSEE JACKSONVILLE

ORLANDO

MIAMI

TAMPA

FLORIDA

DAYTONA BEACH

CITY OF DAYTONA BEACH, FLORIDA

CONTRACT DRAWINGS

LIFT STATION 69

REPLACEMENT

JUNE 2025

DRAWING INDEX

407.906.1776 | www.wright-pierce.com WP PROJECT No. 21076

GENERAL

--- COVER SHEET

CIVIL

C-1 GENERAL NOTES, LEGEND AND ABBREVIATIONS

C-2 GENERAL NOTES

C-3 EXISTING CONDITIONS PLAN

C-4 SITE DEMOLITION PLAN

C-5 SITE LAYOUT AND PIPING PLAN

C-6 DETAILS I

C-7 DETAILS II

C-8 STORMWATER PREVENTION NOTES I

C-9 STORMWATER PREVENTION NOTES II & DETAIL

LOCATION PLAN

SCALE: 1"= 2000'

SITE ADDRESS: 1808 MASON AVE, DAYTONA BEACH, FL 32117GOVERNING STANDARDS AND SPECIFICATIONS:

A. CITY OF DAYTONA BEACH UTILITIES DEPARTMENT

STANDARD DETAILS, LATEST EDITION.

B. FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,

LATEST EDITION.

C. MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN,

CONSTRUCTION AND MAINTENANCE FOR STREETS AND

HIGHWAYS, LATEST EDITION.

D. FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN

STANDARDS, LATEST EDITION.

CITY MAYOR

DERRICK L. HENRY

COMMISSIONERS

ZONE 1: MONICA PARIS

ZONE 2: KEN STRICKLAND

ZONE 3: QUANITA MAY

ZONE 4: STACY CANTU

ZONE 5: DANNETTE HENRY

ZONE 6: PAULA R. REED

CITY MANAGER

DERIC C. FEACHER

UTILITIES DIRECTOR

SHANNON PONITZ

CODB PROJECT No. 2025-00004

PROCESS

PR-1 PROCESS GENERAL NOTES

PR-2 DEMOLITION PLAN AND SECTION

PR-3 MODIFICATION PLAN AND SECTION

INSTRUMENTATION

I-1 INSTRUMENTATION LEGEND AND NOTES

I-2 INSTRUMENTATION LOOP DIAGRAMS

ELECTRICAL

E-1 ELECTRICAL LEGEND, ABBREVIATIONS, NOTES, DEMOLITION NOTES, NEMA

AND CONDUIT INSTALLATION SCHEDULES

E-2 ELECTRICAL SITE PLAN DEMOLITION

E-3 SINGLE LINE DIAGRAM - DEMOLITION

E-4 ELECTRICAL SITE PLAN MODIFICATIONS

E-5 SINGLE LINE DIAGRAM - MODIFICATIONS

E-6 ELECTRICAL DETAILS I

E-7 ELECTRICAL DETAILS II

E-8 ELECTRICAL DETAILS III

E-9 ELECTRICAL CONDUIT AND WIRING, LIGHTING, AND PANELBOARD SCHEDULES

J:\

G \F

-L

-R

G S\

-G

N O

-C

S- G en N ot es

Le ge nd an dA bb r |

:2 .5

/1 8/

P M

B Y:

A N

1 2

N O

3 4

G N

DRAWING

N S

N O

P' D

O N

N O

S, L

N S

O F

O N

H, F

C-1

G . T

-2

G . T

-2

G S

w w

.w rig ht -p ie rc e.

co m

N Y

, S U

E 9, M

D, F L

PROPERTY/ROW LINE

SETBACK LINE

EASEMENT LINE

CONTOUR122

LIMIT OF WORK

SILT FENCE

SPOT ELEVATION

UNDERGROUND ELECTRIC

FM FM

OVERHEAD ELECTRIC

DRAINAGE FLOW

S S SEWER

SD SD

RIPRAP

SIGN

TEMPORARY BENCH MARK

BUILDING

STONEWALL

CULVERT12" CMP

SURVEY CONTROL POINT

IRON PIPE/REBAR

DRILLHOLE

MONUMENT

SEWER MANHOLE

DRAINAGE MANHOLE

CATCH BASIN

SEWER SHUTOFF VALVE

HYDRANT

EXISTING

EDGE OF PAVEMENT

EDGE OF GRAVEL

RETAINING WALL

SEWER FORCE MAIN

GAS

STORM DRAIN

WATER

G G

UGE UGE

UTILITY POLE

UTILITY POLE W/ GUY

LIGHT POLE

UTILITY POLE W/ LIGHT

BOLLARD

CONIFEROUS TREE

DECIDUOUS TREE

SHRUB

TEST PIT

TEST BORING

TEST PROBE

MONITORING WELL

WETLANDS

EDGE OF WETLANDS

TELEPHONE MANHOLE

ELECTRIC MANHOLE

PAVEMENT MARKINGS

CENTERLINE

WATER SERVICE SHUTOFF

YARD HYDRANT

EDGE OF WATER

STREAM

DRAINAGE SWALE

CURBING

GUARDRAIL

UNDERDRAINUD UD

RAILROAD

MATCHLINE

ROCK OUTCROP

MAILBOX

TREELINE

CHAIN LINK FENCE

STOCKADE FENCE

BARB WIRE FENCEx x

EDGE OF CONCRETE

15"

FLAGPOLE

FLOODPLAIN

124.6

W W8"

OHE OHE

CBCB

DMH

SMH

EMH

TMH

UNDERGROUND TELEPHONEUGT UGT

UNDERGROUND CABLE TVCATV CATV

GAS GAS SERVICE SHUTOFF

GAS GATE VALVEG

WETLAND FLAG

PROPOSED

4"FM

8"S

8"W

15"SD

12" CMP

4"G

6"UD

128.11

UGE UGE

OHE OHE

x134.5

SMH

DMH

CB CB

EMH

TMH

HEAVY DUTY PAVEMENT

NORMAL DUTY PAVEMENT

WALKWAY PAVEMENT

UGT UGT

CATV CATV

CIVIL ABBREVIATIONS

& AND

A AIR

AASHTO AMERICAN ASSOCIATION OF

STATE HIGHWAY AND

TRANSPORTATION OFFICIALS

AB ABANDONED

AC ASBESTOS CEMENT

ACI AMERICAN CONCRETE

INSTITUTE

ALT ALTERNATE

APP'D APPROVED

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

BLDG BUILDING

BOH BOTTOM OF HOLE

BR BRICK

CA COMPRESSED AIR

CB CATCH BASIN

CEN CENTER

CFS CUBIC FEET PER SECOND

CIP CAST IN PLACE

CIPP CURED-IN-PLACE PIPE

CL CLEAR, CENTER LINE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CONC CONCRETE

COR CORNER

CPLG COUPLING

CTRS CENTERS

CY CUBIC YARD

DEMO DEMOLITION

DI DUCTILE IRON PIPE

DIA, Ø DIAMETER

DMH DRAIN MANHOLE

DR DRAIN

DWG DRAWING

E EAST

EA EACH

EL/ELEV ELEVATION

EHH ELECTRIC HANDHOLE

EMH ELECTRIC MANHOLE

(F) FAX

EQUIV EQUIVALENT

FDOT FLORIDA DEPARTMENT OF

TRANSPORTATION

FFE FINISH FLOOR ELEVATION

FM FORCE MAIN

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FT FEET

G GAS

GR GRADE

HDPE HIGH DENSITY POLYETHYLENE

HYD HYDRANT

HORIZ HORIZONTAL

IN INCH

INF INFLUENT

INV INVERT ELEVATION

KSI KIPS PER SQUARE INCH

LBR LIMEROCK BEARING RATIO

LBS POUNDS

LF LINEAL FEET

LGTH LENGTH

LOC LOCATION

LP LIGHT POLE

MAX MAXIMUM

MH MANHOLE

MICC MICROBIALLY-INDUCED

CORROSION CONTROL

MIN MINIMUM

N/A NOT AVAILABLE/APPLICABLE

N NORTH

NAVD NORTH AMERICAN VERTICAL

DATUM

NE NORTHEAST

NGS NATIONAL GEODETIC SURVEY

NGVD NATIONAL GEODETIC

VERTICAL DATUM

NO, # NUMBER

NTS NOT TO SCALE

(O) OFFICE

OC ON CENTER

OD OUTSIDE DIAMETER

ODC ODOR CONTROL DUCT

OHE OVERHEAD ELECTRICAL

OUC ORLANDO UTILITIES

COMMISSION

OUT OUTFALL

OSHA OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

PC POINT OF CURVATURE,

PERFORATED CLAY

PS PUMP STATION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCING

REQ'D REQUIRED

R/W RIGHT OF WAY

S SEWER, SOUTH, SLOPE

SAN SANITARY

SCHED SCHEDULE

SD STORM DRAIN

SE SOUTHEAST

SEC SECTION

SF SQUARE FEET

SMH SEWER MANHOLE

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STA STATION

SW SOUTHWEST

SWPP STORMWATER POLLUTION

PREVENTION PLAN

TBM TEMPORARY BENCH MARK

TEL TELEPHONE

THK THICKNESS

TOC TOP OF CONCRETE

TOS TOP OF STRUCTURE

TYP TYPICAL

UD UNDERDRAIN

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

VC VITRIFIED CLAY

VF VERTICAL FOOT

W POTABLE WATER, WEST

W/ WITH

WWR WELDED WIRE REINFORCING

XFMR, T TRANSFORMER

PIPING TO ABANDON 6"XX

CIVIL ABBREVIATIONS

UNDERGROUND FIBER OPTICUGFBO UGFBO

G \F

-L

-R

G S\

-G

N O

-G en N ot es

:2 .5

/1 8/

P M

B Y:

A N

1 2

N O

3 4

G N

DRAWING

N S

N O

P' D

O N

N O

O F

O N

H, F

C-2

G . T

-2

G . T

-2

.w rig ht -p ie rc e.

co m

N Y

, S U

E 9, M

D, F L

GENERAL NOTES

1. THE OWNER WILL BE RESPONSIBLE FOR OBTAINING THE PERMITS LISTED IN THE CONTRACT DOCUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE APPLICABLE PROVISIONS OF EACH PERMIT AS THEY APPLY TO THE WORK PRIOR TO BIDDING AND ABIDE BY THOSE PROVISIONS DURING CONSTRUCTION. COPIES OF ALL OBTAINED PERMITS ARE AVAILABLE FOR REVIEW FROM THE OWNER. ALL OTHER PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW AT ALL TIMES. CONTRACTOR SHALL INSTALL AND MAINTAIN TRAFFIC CONTROL SIGNS IN ACCORDANCE WITH THE MUTCD AND ALL STATE AND LOCAL REGULATIONS. THE CONTRACTOR IS REQUIRED TO SUBMIT A TRAFFIC CONTROL PLAN TO THE OWNER PRIOR TO COMMENCING CONSTRUCTION. THE POLICE DEPARTMENT AND FIRE DEPARTMENT ARE TO BE NOTIFIED AT LEAST 24-HOURS IN ADVANCE OF ANY STREET CLOSING OR DETOUR. REFER TO SPECIFICATION SECTION 01570.

3. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).

4. CONTRACTOR SHALL COMPLY WITH THE COORDINATION REQUIREMENTS AND RELATED COSTS, IF ANY, AS SPECIFIED IN SPECIFICATION SECTION 01050.

5. CONTRACTOR SHALL NOTE THAT, IN GENERAL, ALL EXISTING CONDITION INFORMATION ON THE DRAWINGS ARE SHOWN WITH A LIGHTER LINE WEIGHT AND WITH A SLANTED TYPE TEXT.

6. CONTRACTOR SHALL MAINTAIN A SAFE AND SECURE SITE AT ALL TIMES, DURING WORK AND NON-WORK HOURS. CONTRACTOR TO COMPLY WITH CITY-APPROVED NOISE REDUCTION

PROCEDURES FOR BYPASS PUMPING.

7. CONTRACTOR TO CONTACT TRACY SHIRAH AT 386-671-8884 PRIOR TO ANY DEWATERING OR STORMWATER DISCHARGES ON THE SITE.

EXISTING SITE CONDITIONS

1. THE LOCATIONS OF UNDERGROUND UTILITIES AND STRUCTURES, AS SHOWN ON THE DRAWINGS, ARE APPROXIMATE AND MAY NOT BE COMPLETE. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE BASED ON PREVIOUS CONSTRUCTION DESIGN PLANS, WHICH ARE AVAILABLE FOR INSPECTION AT THE ENGINEER'S OFFICE. NO GUARANTEE IS MADE THAT UTILITIES OR STRUCTURES WILL BE ENCOUNTERED WHERE SHOWN, OR THAT ALL UNDERGROUND UTILITIES AND STRUCTURES ARE SHOWN. ALL LOCATIONS AND SIZES OF EXISTING UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD WITH TEST PITS AS REQUIRED PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES OR PIPING THAT MAY BE AFFECTED.

THE CONTRACTOR WILL REALIGN NEW PIPE LOCATIONS AS REQUIRED TO CONFORM TO EXISTING LINES AND AS APPROVED BY THE ENGINEER.

2. BELOW GRADE UTILITY INFORMATION IS BASED ON INFORMATION PROVIDED BY EACH UTILITY. LOCATION OF PUBLIC UTILITIES SHOWN IS ONLY APPROXIMATE AND MAY NOT BE COMPLETE. PRIVATE UNDERGROUND UTILITIES SUCH AS, BUT NOT LIMITED TO, SEWER LINES, WATER LINES AND BURIED ELECTRICAL SERVICE ENTRANCES ARE NOT SHOWN. THE CONTRACTOR SHALL ASCERTAIN THE LOCATION AND SIZE OF EXISTING UTILITIES IN THE FIELD WITH THE RESPECTIVE UTILITY COMPANY REPRESENTATIVE PRIOR TO COMMENCING WORK. REFER TO SPECIFICATION SECTION 01050. ADDITIONAL TEST PITS, BEYOND THOSE SHOWN, MAY BE REQUIRED. UTILITY CONTACTS ARE AS FOLLOWS:

ELECTRIC: WATER/SEWER:

FLORIDA POWER AND LIGHT CO. CITY OF DAYTONA BEACH

3000 SPRUCE CREEK ROAD 125 BASIN STREET, SUITE 204

PORT ORANGE, FL 32129 DAYTONA BEACH, FL 32114

386-322-3423 386-671-8815

TELEPHONE: CABLE:

AT&T SPECTRUM

900 N. NOVA ROAD 1475 S NOVA ROAD

DAYTONA BEACH, FL 32117 DAYTONA BEACH, FL 32114

800-432-4770 866-874-2389

GAS : DIG SAFE:

TECO PEOPLES GAS SUNSHINE 811

1722 RIDGEWOOD AVE. 800-432-4770

HOLLY HILL, FL 32117

386-671-2238

3. THERE ARE NO KNOWN HAZARDOUS ENVIRONMENTAL CONDITIONS WITHIN THE AREA OF WORK. IF THE PRESENCE OF HAZARDOUS ENVIRONMENTAL CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY. ALL ACTIVITIES, HANDLING AND DISPOSAL OF HAZARDOUS ENVIRONMENTAL CONDITIONS AND MATERIALS SHALL BE IN ACCORDANCE WITH OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS.

SITE DEMOLITION

1. A SOLID GREY HATCH HIGHLIGHTS AND REPRESENTS DEMOLITION ON AN ITEM(S) IN THE ARE ASSOCIATED WITH THE HATCH.

2. REFER TO THE EXISTING SITE PLAN, FOR ADDITIONAL INFORMATION REGARDING EXISTING FACILITIES. REFER TO THE LAYOUT DRAWING FOR LIMITS OF WORK.

3. REFER TO STRUCTURAL, PROCESS, INSTRUMENTATION, AND ELECTRICAL DRAWINGS FOR SPECIFIC INFORMATION REGARDING DEMOLITION AND REMOVAL. REFER TO DRAWING PR-1

FOR PROCESS DEMOLITION NOTES.

4. REFER TO SPECIFICATION SECTION 01010, WHICH CONTAINS INFORMATION ON CONSTRAINTS OF CONSTRUCTION SEQUENCING.

5. DEMOLISH/REMOVE EXISTING PIPING AS REQUIRED FOR CONSTRUCTION OF NEW FACILITIES. ALL PIPING, EQUIPMENT AND MATERIALS TO BE DEMOLISHED AND/OR REMOVED FROM SERVICE SHALL BE COORDINATED WITH THE OWNER AND ENGINEER BEFORE COMMENCING THAT WORK. EXISTING PIPING THAT NEEDS TO BE REMOVED TO CONSTRUCT THE NEW FACILITIES, BUT IS TO REMAIN, SHALL BE REINSTALLED/REPLACED AS NEEDED. EXISTING PIPES AND CONDUIT DESIGNATED AS "ABANDONED" MAY BE REMOVED IF THE CONTRACTOR SO CHOOSES. IF ABANDONED PIPE CONFLICTS WITH NEW SITE PIPING OR FACILITIES, THEN A PORTION OF THE ABANDONED PIPE SHALL BE REMOVED, AND THE NEW ENDS OF ABANDONED

PIPE CAPPED OR PLUGGED WITH CONCRETE.

6. ALL EXISTING PIPING AND UTILITIES WHICH ARE BENEATH PROPOSED STRUCTURES, AND ARE TO BE ABANDONED, SHALL BE REMOVED TO A MINIMUM OF 5-FEET OUTSIDE OF THE STRUCTURE. PIPE AND UTILITIES BENEATH PROPOSED STRUCTURES THAT ARE TO REMAIN SHALL BE CONCRETE ENCASED, UNLESS OTHERWISE INDICATED. REFER TO THE STRUCTURAL

DRAWINGS FOR DETAILS.

7. SEVERING OF EXISTING UTILITIES FOR ABANDONMENT, OR REMOVAL OF A SEGMENT FROM SERVICE, SHALL BE PERFORMED IN SUCH A MANNER AS TO ALLOW THE REMAINING ACTIVE SEGMENT TO CONTINUE IN ITS INTENDED SERVICE. CAP ACTIVE SEGMENTS WITH APPROPRIATE FITTINGS, JOINT RESTRAINT, ETC. TO ENSURE THEIR INTEGRITY. PLUG ENDS OF ABANDONED PIPE SEGMENTS WITH CONCRETE UNLESS SPECIAL CIRCUMSTANCES DICTATE PLUGGING ABANDONED PIPES WITH BLIND FLANGES, RESTRAINED MECHANICAL JOINT PLUGS, ETC. AS APPROPRIATE.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ALL DEMOLISHED PIPING, EQUIPMENT AND MATERIALS. DISPOSAL SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. THE OWNER RESERVES THE RIGHT TO RETAIN ANY SUCH PIPING, EQUIPMENT AND MATERIALS DESIGNATED FOR DEMOLITION. SUCH MATERIALS TO BE RETAINED SHALL BE PROPERLY STORED IN AN ON-SITE LOCATION. COORDINATE LOCATION AND MATERIALS TO BE SALVAGED WITH THE OWNER. REFER TO SPECIFICATION SECTION 02050.

9. THE CONTRACTOR SHALL KEEP A RECORD OF DEMOLITION AS PART OF THE PROJECT RECORD DOCUMENTS IN ACCORDANCE WITH SPECIFICATION SECTION 01720.

10. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO ENSURE THAT ALL PROCESS FLOWS ARE MAINTAINED DURING CONSTRUCTION. GRAVITY OR PUMPED BYPASSES AND OTHER MEANS OF MAINTAINING FLOW SHALL BE SUBJECT TO THE REVIEW AND ACCEPTANCE OF THE ENGINEER. THE CONTRACTOR SHALL COORDINATE ANY TEMPORARY STOPPAGES OR

BYPASSES WITH THE OWNER AND ENGINEER. REFER TO SPECIFICATION SECTION 01010.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPRIATE DISPOSAL OF FLOWS RESULTING FROM PRECIPITATION AND GROUNDWATER DEWATERING OPERATIONS.

SITE CLEARING, GRUBBING AND GRADING

1. STRIPPING OF TOPSOIL (LOAM) SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02115. REFER TO THE LAYOUT AND GRADING DRAWINGS FOR LIMIT OF WORK AND STRIPPING.

2. CONTRACTOR SHALL MINIMIZE CLEARING OPERATIONS. CLEARING AND GRUBBING SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02110. CLEARING LIMITS SHALL BE AS INDICATED ON THE DRAWINGS, BUT AT ALL TIMES WITHIN EXISTING ROAD RIGHTS-OF-WAY AND PROPERTY LINES ON STATE OR COUNTY OWNED PROPERTY OR EASEMENTS. ALL CLEARING AND GRUBBING MATERIAL SHALL BE THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AT A SITE PROVIDED BY THE CONTRACTOR IN COMPLIANCE WITH ALL

STATE AND LOCAL LAWS.

3. CONTRACTOR SHALL PROVIDE PROPER EROSION CONTROL AND DRAINAGE MEASURES IN ALL AREAS OF WORK, AND CONFINE SOIL SEDIMENT TO WITHIN THE LIMITS OF EXCAVATION AND GRADING. PRIOR TO BEGINNING EXCAVATION WORK, EROSION CONTROL FENCE SHALL BE INSTALLED AT THE DOWN GRADIENT PERIMETER OF THE ACTUAL LIMITS OF GRUBBING AND/OR GRADING, AND AS SHOWN ON THE DRAWINGS. EROSION CONTROL MEASURES SHOWN ON THE DRAWINGS ARE A MINIMUM, CONTRACTOR SHALL TAKE ALL OTHER NECESSARY MEASURES. EROSION CONTROL FENCE SHALL ALSO BE INSTALLED AT THE DOWN GRADIENT PERIMETER OF THE TOPSOIL STOCKPILES. ALL DISTURBED EARTH SURFACES SHALL BE STABILIZED IN THE SHORTEST PRACTICAL TIME AND TEMPORARY EROSION CONTROL DEVICES SHALL BE EMPLOYED UNTIL SUCH TIME AS ADEQUATE SOIL STABILIZATION HAS BEEN ACHIEVED. TEMPORARY STORAGE OF EXCAVATED MATERIAL SHALL BE STABILIZED IN A MANNER THAT WILL MINIMIZE EROSION. ALL INSTALLED EROSION CONTROL FACILITIES SHALL BE

REMOVED AT THE END OF THE PROJECT. REFER TO SPECIFICATION SECTION 02270.

4. ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY HAY BALE FILTERS TO PREVENT ENTRY OF SEDIMENT FROM RUNOFF WATERS DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL COLLECTED SEDIMENT, AND THAT WHICH COLLECTS IN THE STORM DRAIN SYSTEM. REFER TO THE CIVIL DETAIL DRAWINGS.

5. CONTRACTOR SHALL CONTROL DUST ON THE CONSTRUCTION SITE TO A REASONABLE LIMIT, AS DETERMINED BY THE ENGINEER, AND AS OUTLINED IN SPECIFICATION SECTION 01562.

6. CONTRACTOR SHALL NOT TRACK OR SPILL EARTH, DEBRIS OR OTHER CONSTRUCTION MATERIAL ON PUBLIC OR PRIVATE STREETS AND PLANT DRIVES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE IMMEDIATE ASSOCIATED CLEAN UP.

7. ALL CATCH BASINS, MANHOLES, VALVE PITS, VALVE BOXES AND OTHER BURIED FACILITIES WITH SURFACE ACCESS SHALL BE ADJUSTED TO MATCH FINAL GRADES, UNLESS OTHERWISE

INDICATED.

8. THE CONTRACTOR SHALL NOT HAVE ANY RIGHT OF PROPERTY IN ANY MATERIALS TAKEN FROM ANY EXCAVATION. SUITABLE EXCAVATED MATERIAL MAY BE INCORPORATED IN THE PROJECT, WITH EXCESS MATERIAL DISPOSED OF AT A LOCATION PROVIDED BY THE CONTRACTOR. THESE PROVISIONS SHALL IN NO WAY RELIEVE THE CONTRACTOR OF OBLIGATIONS TO PROPERLY DISPOSE OF AND REPLACE ANY MATERIAL DETERMINED BY THE ENGINEER TO BE UNSUITABLE FOR BACKFILLING. THE CONTRACTOR SHALL DISPOSE OF UNSUITABLE AND EXCESS MATERIAL IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE CONTRACT DOCUMENTS.

9. CONTRACTOR SHALL REMOVE AND REPLACE, OR REPAIR, ALL CURBS, SIDEWALKS, PAVEMENT AND OTHER ITEMS DAMAGED BY CONSTRUCTION ACTIVITIES TO AT LEAST THEIR ORIGINAL

CONDITION, TO THE SATISFACTION OF THE OWNER AND ENGINEER.

10. WHERE EXISTING PAVEMENT IS REMOVED AND REPLACED, MATCH EXISTING GRADES TO THE EXTENT POSSIBLE. COORDINATE FINISHED GRADING WITH THE ENGINEER.

11. ALL ROAD AND DRIVE CROSS SLOPES SHALL PITCH 1/4-INCH PER FOOT MINIMUM. ALL PAVED SURFACES SHALL PITCH 1% UNLESS OTHERWISE NOTED. REFER TO THE CIVIL DETAIL

DRAWINGS.

12. ALL NON-ROADWAY AREAS THAT ARE EXCAVATED, FILLED, OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE SODDED TO MATCH EXISTING OR, IF THE EXISTING IS MULTIPLE

TYPE OF GRASS, USE BAHIA OR ST. AUGUSTINE.

13. ADDITIONAL DENSITY TESTING WILL BE REQUIRED BY THE ENGINEER OR THE CITY IF THE ENGINEER OR THE CITY IS NOT SATISFIED WITH THE APPARENT RESULTS OF THE CONTRACTOR'S

OPERATION, AT NO ADDITIONAL COST TO THE OWNER.

CIVIL SITE LAYOUT

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THIS PROVIDED LAYOUT INFORMATION THROUGHOUT THE COURSE OF CONSTRUCTION. REPORT ANY LAYOUT

DISCREPANCIES IMMEDIATELY TO THE ENGINEER.

2. REFER TO THE SITE PIPING AND SITE GRADING DRAWINGS FOR ADDITIONAL LAYOUT INFORMATION.

3. CONTRACTOR SHALL EXCAVATE TEST PITS, WHERE NECESSARY, PRIOR TO CONSTRUCTION LAYOUT AND RESULTS REPORTED TO THE ENGINEER FOR REVIEW FOR CONFORMANCE TO THE PLANS. TEST PITS ARE REQUIRED WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER.

4. IN GENERAL, THE GIVEN STRUCTURE LOCATIONS ARE TO THE OUTSIDE FACE OF THE STRUCTURE FOUNDATION WALL, NOT FOOTINGS. RADII SHOWN FOR ROADS ARE TO EDGE OF

PAVEMENT.

5. PLACE CRUSHED STONE MOWING STRIP AROUND THOSE STRUCTURES AS INDICATED ON THE DRAWINGS. REFER TO THE CIVIL DETAIL DRAWINGS.

6. THE LOCATIONS AND LIMITS OF ALL ON-SITE WORK AND STORAGE AREAS SHALL BE REVIEWED/COORDINATED WITH, AND ACCEPTABLE TO, THE OWNER AND ENGINEER. THE

CONTRACTOR SHALL LIMIT ACTIVITIES TO THESE AREAS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING AND RESETTING ALL EXISTING PROPERTY MONUMENTATION DISTURBED BY CONSTRUCTION. THIS WORK SHALL BE DONE BY A LAND SURVEYOR REGISTERED IN THE STATE OF FL, AT NO ADDITIONAL COST TO THE OWNER.

8. WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE DISTANCES FROM THE DRAWINGS. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER.

9. BOLLARD LOCATIONS SHOWN ARE APPROXIMATE. COORDINATE BOLLARD LOCATIONS WITH THE ENGINEER. REFER TO THE CIVIL DETAIL DRAWINGS.

10. VERTICAL INFORMATION SHOWN HEREON REFER TO NATIONAL GEODETIC SURVEY (NGS) POINT WITH DESIGNATION RMR 39", AND A PUBLISHED ELEVATION OF 25.23 FEET NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

11. HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE RELATIVE TO NORTH AMERICAN DATUM OF 1983 (NAD83), 2007 ADJUSTMENT, STATE PLAN COORDINATE SYSTEM, FLORIDA EAST ZONE POINT(S) USED FOR THIS SURVEY ARE NATIONAL GEODETIC SURVEY (NGS) POINT DESIGNATION RMR 39", DISTANCE SHOWN ARE GRID DISTANCES.

12. AS-BUILT DRAWINGS MUST BE SIGNED AND SEALED BY A LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA.

CIVIL SITE PIPING

1. PIPING LEGEND IS ON THE PROCESS DRAWINGS. THE PROCESS PIPING SCHEDULE AND ADDITIONAL PIPING NOTES ARE LOCATED IN SPECIFICATION SECTION 15050.

2. ALL PIPE LINES SHALL SLOPE UNIFORMLY BETWEEN ELEVATIONS INDICATED ON THE DRAWINGS. NO CRESTS IN PIPING WILL BE PERMITTED. MECHANICAL RESTRAINTS ARE REQUIRED ON ALL FITTINGS ON PRESSURE PIPE. PROVIDE ALL BENDS (HORIZONTAL AND VERTICAL) AS REQUIRED TO MEET THE GRADES AND ALIGNMENT INDICATED ON THE DRAWINGS. CONCRETE

THRUST BLOCKS ARE NOT ALLOWED.

3. THE CONTRACTOR SHALL ASCERTAIN THE LOCATION AND SIZE OF EXISTING PIPING AND UTILITIES IN THE FIELD BY TEST PIT EXCAVATION PRIOR TO COMMENCING INSTALLATION OF ANY OF THE NEW PIPING AFFECTED. WHERE NEW PIPE CONNECTS TO EXISTING PIPING OR STRUCTURAL PENETRATION, CONTRACTOR SHALL VERIFY ELEVATION BY TEST PIT PRIOR TO INSTALLATION OF ANY OF THE ASSOCIATED/AFFECTED NEW PIPING. IDENTIFIED CONFLICTS WITH EXISTING PIPING AND UTILITIES WILL BE REVIEWED WITH THE ENGINEER PRIOR TO COMMENCING INSTALLATION. THE HORIZONTAL ALIGNMENT OF NEW PIPING MAY BE ADJUSTED IN THE FIELD SUBJECT TO PRIOR REVIEW AND ACCEPTANCE OF THE ENGINEER.

CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL PROPOSED WORK AS SHOWN ON THE DRAWINGS AND REPORT ANY LAYOUT DISCREPANCIES IMMEDIATELY TO THE ENGINEER.

4. ALL WASTEWATER PIPING (EXCLUDING BUILDING DRAINS) AND ALL PRESSURIZED PIPES INSTALLED OR TO BE PLACED INTO SERVICE BENEATH NEW OR EXISTING STRUCTURES SHALL BE

ENCASED IN CONCRETE.

5. ALL BURIED CONNECTIONS TO STRUCTURES SHALL HAVE SLEEVE TYPE FLEXIBLE CONNECTIONS APPROXIMATELY 4-FEET FROM THE STRUCTURES. ALL SLEEVE TYPE COUPLINGS ON PRESSURE LINES SHALL BE RESTRAINED (SOLID SLEEVE). REFER TO SPECIFICATION SECTION 15088.

6. PROVIDE CAST OR DUCTILE IRON WALL CASTINGS, OR GALVANIZED STEEL PIPE SLEEVES, FOR ALL PIPE PENETRATIONS MADE THROUGH CONCRETE FOUNDATIONS, WALLS AND SLABS.

ALL WALL SLEEVES AND WALL CASTINGS SHALL HAVE WATERSTOPS. SEE CIVIL AND PROCESS DRAWINGS FOR LOCATIONS OF PENETRATIONS. NEW PENETRATIONS THROUGH EXISTING STRUCTURE WALLS SHALL BE BY CORING MACHINE AND LINK-TYPE SEALS, UNLESS OTHERWISE INDICATED. OPENINGS TO BE COMPATIBLE WITH REQUIRED PIPING AND STANDARD LINK

SEAL SIZES. SEE PROCESS DETAIL DRAWINGS. REFER TO SPECIFICATION SECTION 15092.

7. MANHOLES ARE 4-FEET IN DIAMETER UNLESS OTHERWISE NOTED. THE TOP OF MANHOLE FRAMES SHALL BE SET FLUSH WITH FINISH GRADE, UNLESS OTHERWISE NOTED ON DRAWINGS.

SEWER MANHOLE INVERTS SHOWN ON THE DRAWINGS ARE TO THE INSIDE FACE OF THE MANHOLE.

8. PIPES WITHIN VALVE PITS (MANHOLES) SHALL BE SUPPORTED 12-INCHES ABOVE BOTTOM OF MANHOLE ON ADJUSTABLE PIPE SADDLE SUPPORTS, IN ACCORDANCE WITH SPECIFICATION

SECTION 15094, UNLESS OTHERWISE INDICATED.

9. CONTRACTOR SHALL RE-SHAPE INVERTS AS REQUIRED WHEN CONNECTING INTO EXISTING MANHOLES.

10. REFER TO SPECIFICATION SECTION 02200 FOR PIPE AND STRUCTURE BEDDING AND BACKFILL REQUIREMENTS.

11. COMPACTION TESTS WILL BE PERFORMED IN ACCORDANCE WITH SPECIFICATION SECTION 02200. ANY SETTLEMENT OCCURRING WITHIN ONE-YEAR OF FINAL COMPLETION OF THE

WORK SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST.

12. IN THOSE INSTANCES WHERE POWER OR TELEPHONE POLE SUPPORT IS REQUIRED, THE CONTRACTOR SHALL PROVIDE A MINIMUM 48-HOUR NOTICE TO THE RESPECTIVE UTILITY POLE OWNER. NO ADDITIONAL PAYMENT WILL BE PROVIDED FOR TEMPORARY BRACING OF UTILITIES.

13. WHERE NEW PIPING IS TO BE CONNECTED TO EXISTING PIPING, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ADAPTERS, FITTINGS, AND ADDITIONAL PIPE AS REQUIRED TO COMPLETE THE CONNECTION. CONTRACTOR SHALL VERIFY LOCATION, ELEVATION, ORIENTATION AND MATERIAL OF CONSTRUCTION. TEST PITS SHALL BE USED AS REQUIRED.

14. ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION ARE TO REMAIN IN SERVICE UNLESS OTHERWISE NOTED ON THE CIVIL EXISTING CONDITIONS AND DEMOLITION PLAN.

ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL DEMOLITION MATERIALS IN ACCORDANCE WITH SPECIFICATION SECTION 02050.

16. WHENEVER SEWER AND WATER MAINS MUST CROSS, WATER LINES SHOULD BE INSTALLED ABOVE WASTEWATER OR SLUDGE LINES. A MINIMUM SEPARATION OF 18-INCHES BETWEEN THE BOTTOM OF THE WATER LINE AND THE TOP OF THE WASTEWATER OR SLUDGE LINE SHALL BE MAINTAINED. WHERE A WATER LINE CROSSES UNDER A WASTEWATER OR SLUDGE LINE, A FULL LENGTH OF PIPE SHALL BE CENTERED ABOVE THE WATER LINE SO THAT BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE.

17. ALL STRUCTURES AND PIPELINES LOCATED ADJACENT TO ANY TRENCH EXCAVATION SHALL BE PROTECTED AND FIRMLY SUPPORTED BY THE CONTRACTOR UNTIL THE TRENCH IS BACKFILLED. DAMAGE TO ANY SUCH STRUCTURES CAUSED BY OR RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. ALL UTILITIES REQUIRING REPAIR, RELOCATION OR ADJUSTMENT AS A RESULT OF THE PROJECT SHALL BE COORDINATED THROUGH THE OWNER.

18. PIPING ON THE SITE PIPING PLAN HAS BEEN SHOWN BROKEN FOR CLARITY ONLY. PIPE BREAKS DO NOT INDICATE RELATIVE ELEVATIONS OF PIPING.

19. ELECTRICAL CONDUIT RUNS ARE INDICATED ON THE ELECTRICAL DRAWINGS AND ARE SHOWN IN DASHED/PHANTOM LINEWEIGHT ON THE CIVIL DRAWINGS FOR CONVENIENCE.

CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION, EXCAVATION AND BACKFILLING REQUIRED FOR THE ELECTRICAL CONDUITS, AND SHALL FURNISH AND INSTALL ELECTRICAL MANHOLES AND HANDHOLES. COORDINATE THE LOCATION OF THE ELECTRICAL MANHOLES AND HANDHOLES, AND THE REQUIRED OPENING SIZES, WITH THE ELECTRICAL CONTRACTOR.

20. WHENEVER PROPOSED STRUCTURES ARE LOCATED PARTLY WITHIN A PAVED AREA AND PARTLY IN A NON-PAVED AREA, A BITUMINOUS CONCRETE PAVED APRON 2-FEET WIDE SHALL BE

SUPPLIED AROUND THE PROPOSED COVER. PAVEMENT SHALL SLOPE AWAY FROM THE COVER.

SANITARY MANHOLE

TOP=28.79

NE INV= 7.30

SW INV= 7.20

SE INV= 7.50

#BEL.4 PP

UGFBO

W W

UGE

UGEU

UGT

U G

E U

G E

U G

UGE

N 2°

0" E

N78°37'18"W

65.77'

R=1710.30' L=383.19'

Δ=12°50'14"

CH=382.39'

CB=S71°06'05"E

R=1710.30' L=65.78'

Δ=2°12'13"

CH=65.77'

CB=S78°37'18"E

S2 °3

.0 0'

36" RCP

INVERT=23.20

INVERT=23.21

INVERT=23.32

INVERT=23.29

MASON AVENUE

E O

EDGE OF PAVEMENT

ASPHALT PAVEMENT

GRASS

CHAINLINK

FENCE

WOOD

GRASS

ASPHALTPAVEMENT

GRASS

CONCRETE

E O

EDGE OF

CONCRETE

LOT 8

DAYTONA BUSINESS PARK UNIT NO. 4

PLAT BOOK 38, PAGES 7-8

LOT 9

DAYTONA BUSINESS PARK UNIT NO. 4

PLAT BOOK 38, PAGES 7-8

SANITARY LIFT STATION

EASEMENT

CONCRETE DRIVE

CONCRETE

BALL VALVE

DRY RETENTION POND

12" PVC

12" VCP

SHUT OFF

VALVE

EDGE OF CONCRETE

CENTERLINE OF ROAD

O F

E CONCRETE

LOCK BOX

CONCRETE MITERED END SECTION

CONCRETE WALK

PROJECT BENCHMARK

SET 5/8" IRON ROD

ELEV: 28.56'(NAVD88)

PROJECT BENCHMARK

SET 5/8" IRON ROD

ELEV: 27.23'(NAVD88)

CONCRETE MITERED END SECTION

CAN STYLE DRY-PIT

LIFT STATION

DIESEL PUMP

10 FT

DIAMETER

WETWELL

FOUND 4X4 CONCRETE MONUMENT

PLS 2620

SET 5/8" IRON ROD

SSMC LB2108

SET 5/8" IRON ROD

SSMC LB2108

SET 5/8" IRON ROD

SSMC LB2108

DISCHARGE

VALVE

15" DIP

WATER

METER

TOP= 29.86

SW INV= 7.51

J:\

G \F

-L

-R

G S\

-E

N D.

-C S-

Ex is tC on d

B Y:

A N

A M

1 2

N O

3 4

G N

DRAWING

N S

N O

P' D

O N

EXISTING CONDITIONS PLAN

SCALE: 1"=10'

0 10 20

G C

O N

O F

O N

H, F

C-3

G . T

-2

G . T

-2

.w rig ht -p ie rc e.

co m

N Y

, S U

E 9, M

D, F L

DESCRIPTION:

A PORTION OF SECTION LOT 8, DAYTONA BUSINESS PARK UNIT #4 BEING THE

SANITARY LIFT STATION EASEMENT AS RECORDED IN MAP BOOK 38, PAGE

7&8, PUBLIC RECORD OF VOLUSIA COUNTY, FLORIDA.

SURVEYOR'S REPORT:

1. UTILITY LOCATIONS SHOWN HEREON ARE BASED ON FIELD LOCATIONS OF

MARKINGS BY SOUTHEASTERN SURVEYING & MAPPING CORP. FIELD

MARKINGS ARE BASED ON SIGNALS RECEIVED FROM GROUND PENETRATING

RADAR (GPR) AND ELECTRONIC EQUIPMENT. LOCATIONS ARE APPROXIMATE

AND TEST HOLES SHOULD BE PERFORMED FOR VERIFICATION.

2. EASEMENTS OR RIGHTS OF WAY THAT APPEAR ON RECORDED PLANS OR THAT

HAVE BEEN FURNISHED TO THE SURVEYOR BY OTHERS HAVE BEEN

INCORPORATED INTO THIS DRAWING WITH APPROPRIATE NOTATION. OTHER

EASEMENTS MAY BE DISCOVERED BY A SEARCH OF THE PUBLIC RECORDS.

3. MINIMUM HORIZONTAL ACCURACY FOR THIS SURVEY IS IN ACCORDANCE

WITH THE STANDARDS OF PRACTICE SET FORTH BY THE BOARD OF

PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J— 17

REQUIREMENTS OF FLORIDA ADMINISTRATION CODE. THE MAP AND

MEASUREMENT METHODS USED FOR THIS SURVEY MEET OR EXCEED THIS

REQUIREMENT. THE DIMENSIONS SHOWN HEREON ARE IN UNITED STATES

SURVEY FEET AND DECIMALS THEREOF.

4. THIS SURVEY DOES NOT DETERMINE OWNERSHIP OF THE LANDS SHOWN

HEREON.

5. UNDERGROUND FOUNDATIONS HAVE NOT BEEN LOCATED.

6. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT

THE ORIGINAL SIGNATURE AND SEAL OR THE ELECTRONIC SIGNATURE AND

SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, AND IF SHOWN

HEREON IS IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE 5J—17.062

AND FLORIDA STATUTE 472.025.

7. FEATURES SHOWN BY SYMBOL AS INDICATED IN THE LEGEND ARE NOT TO

SCALE.

8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE

SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF

THE SIGNING PARTY OR PARTIES.

9. BEARINGS SHOWN HEREON ARE BASED ON EAST LINE OF LOT 8 AS BEING

S02°35’40”W. BEARINGS AND DISTANCES SHOWN HEREON ARE MEASURED

UNLESS OTHERWISE NOTED.

10. VERTICAL INFORMATION SHOWN HEREON REFER TO NATIONAL GEODETIC

SURVEY (NGS) POINT WITH DESIGNATION RMR 39”, AND A PUBLISHED

ELEVATION OF 25.23 FEET NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88).

11. HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE

RELATIVE TO NORTH AMERICAN DATUM OF 1983 (NAD83), 2007

ADJUSTMENT, STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE

POINT(S) USED FOR THIS SURVEY ARE NATIONAL GEODETIC SURVEY (NGS)

POINT DESIGNATION RMR 39”, DISTANCE SHOWN ARE GRID DISTANCES.

12. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF AN ABSTRACT, TITLE

SEARCH, TITLE OPINION OR TITLE COMMITMENT. A TITLE SEARCH MAY REVEAL

ADDITIONAL INFORMATION AFFECTING THE PARCEL AS SHOWN.

13. IMPROVEMENTS AND TOPOGRAPHIC FEATURES SHOWN HEREON ARE LIMITED

TO AREAS PER SPECIFIC INSTRUCTIONS OF THE CLIENT.

14. THE ABOVE DESCRIBED PARCEL CONTAINS 0.07 ACRES, 3263.9 SQUARE FEET,

MORE OR LESS.

15. RIGHT OF WAY INFORMATION SHOWN HEREON WAS DETERMINED BY FOUND

MONUMENTATION, RECORDED PLATS, RECORDED RIGHT OF WAY MAPS, AND

INFORMATION OBTAINED ON THE VOLUSIA COUNTY PROPERTY APPRAISERS

WEB SITE.

SANITARY MANHOLE

TOP=28.79

NE INV= 7.30

SW INV= 7.20

SE INV= 7.50

#BEL.4 PP

UGFBO

W W

UGE

UGEU

UGT

U G

E U

G E

U G

UGE

N 2°

0" E

N78°37'18"W

65.77'

R=1710.30' L=383.19'

Δ=12°50'14"

CH=382.39'

CB=S71°06'05"E

R=1710.30' L=65.78'

Δ=2°12'13"

CH=65.77'

CB=S78°37'18"E

S2 °3

.0 0'

36" RCP

INVERT=23.20

INVERT=23.21

INVERT=23.32

INVERT=23.29

MASON AVENUE

E O

EDGE OF PAVEMENT

ASPHALT PAVEMENT

GRASS

CHAINLINK

FENCE

WOOD

GRASS

ASPHALTPAVEMENT

GRASS

CONCRETE

E O

EDGE OF

CONCRETE

LOT 8

DAYTONA BUSINESS PARK UNIT NO. 4

PLAT BOOK 38, PAGES 7-8

LOT 9

DAYTONA BUSINESS PARK UNIT NO. 4

PLAT BOOK 38, PAGES 7-8

SANITARY LIFT STATION

EASEMENT

CONCRETE DRIVE

CONCRETE

BALL VALVE

DRY RETENTION POND

12" PVC

12" VCP

SHUT OFF

VALVE

EDGE OF CONCRETE

CENTERLINE OF ROAD

O F

E CONCRETE

LOCK BOX

CONCRETE MITERED END SECTION

CONCRETE WALK

PROJECT BENCHMARK

SET 5/8" IRON ROD

ELEV: 28.56'(NAVD88)

PROJECT BENCHMARK

SET 5/8" IRON ROD

ELEV: 27.23'(NAVD88)

CONCRETE MITERED END SECTION

CAN STYLE DRY-PIT

LIFT STATION

DIESEL

EMERGENCY

BYPASS PUMP

10 FT

DIAMETER

WETWELL

FOUND 4X4 CONCRETE MONUMENT

PLS 2620

SET 5/8" IRON ROD

SSMC LB2108

SET 5/8" IRON ROD

SSMC LB2108

SET 5/8" IRON ROD

SSMC LB2108

" D

WATER

METER

TOP= 29.86

SW INV= 7.51

J:\

G \F

-L

-R

G S\

-S

M O

.D W

-C

S- Si te Pl an De m o

A N

/1 0/

1 2

N O

3 4

G N

DRAWING

N S

N O

P' D

O N

SITE DEMOLITION PLAN

SCALE: 1"=10'

0 10 20

N P

O F

O N

H, F

C-4

G . T

-2

G . T

-2

.w rig ht -p ie rc e.

co m

N Y

, S U

E 9, M

D, F L

DEMOLITION NOTES:

REMOVE/DEMOLISH EXISTING DRY PIT TO 48" BELOW GRADE. REFER TO PR-2 FOR MORE

INFORMATION.

REMOVE/DEMOLISH EXISTING 8" SUCTION PIPING AND 12" FORCE MAIN PIPING AND ALL

ASSOCIATED APPURTENANCES AS NECESSARY FOR DEMOLITION OF LIFT STATION. PIPING

THAT IS ABANDONED IN PLACE MUST BE CLEANED, GROUT FILLED AND CAPPED.

REFER TO E-2 FOR ELECTRICAL DEMOLITION PLAN.

REMOVE/DEMOLISH EXISTING ABOVE GRADE WATER PIPING.

REMOVE EXISTING VEGETATION.

REMOVE EXISTING CHAINLINK FENCE.

EXISTING DIESEL EMERGENCY BYPASS PUMP IS TO BE SALVAGED AND RETURNED TO THE

CITY. REMOVE/DEMOLISH EXISTING CONCRETE PAD, BYPASS PIPING, AND ALL ASSOCIATED

APPURTENANCES.

REMOVE TOP BARREL OF EXISTING WETWELL APPROXIMATELY 5-FEET BELOW GRADE AND

REPLACE WITH CONCRETE COLLAR INSTALLED PER CITY OF DAYTONA BEACH STANDARDS.

REMOVE/DEMOLISH EXISTING ASPHALT PAVING.

3 5

MASON AVENUE

E O

EDGE OF PAVEMENT

ASPHALT PAVEMENT

GRASS

CONCRETE

E O

LOT 8

DAYTONA BUSINESS PARK UNIT NO. 4

PLAT BOOK 38, PAGES 7-8

LOT 9

DAYTONA BUSINESS PARK UNIT NO. 4

PLAT BOOK 38, PAGES 7-8

CONCRETE DRIVE

CONCRETE

DRY RETENTION POND

EDGE OF CONCRETE

O F

CONCRETE MITERED END SECTION

CONCRETE WALK

PROJECT BENCHMARK

SET 5/8" IRON ROD

ELEV: 28.56'(NAVD88)

PROJECT BENCHMARK

SET 5/8" IRON ROD

ELEV: 27.23'(NAVD88)

CONCRETE MITERED END SECTION

10 FT

INTERNAL

DIAMETER

WETWELL

FOUND 4X4 CONCRETE MONUMENT

PLS 2620

SET 5/8" IRON ROD SSMC

LB2108

SET 5/8" IRON ROD

SSMC LB2108

" D

12" PVC

12" VCP

EDGE OF

CONCRETE

GRASS

SANITARY MANHOLE

TOP=28.79

NE INV= 7.30

SW INV= 7.20

SE INV= 7.50

#BEL.4 PP

UGFBO

W W

U G

UGT

U G

E U

G E

U G

UGE

N 2°

0" E

N78°37'18"W

65.77'

R=1710.30' L=383.19'

Δ=12°50'14"

CH=382.39'

CB=S71°06'05"E

R=1710.30' L=65.78'

Δ=2°12'13"

CH=65.77'

CB=S78°37'18"E

S2 °3

.0 0'

36" RCP

INVERT=23.20

INVERT=23.21

INVERT=23.32

INVERT=23.29

INSTALL NEW

CHAINLINK FENCE

CONVERT EXISTING WET WELL TO SUBMERSIBLE LIFT

STATION. PROVIDE AND INSTALL NEW CONCRETE

TOP SLAB WITH INTEGRAL HATCH (SEE PR-3)

TOP OF SLAB EL= 29.90

15" INV IN (EX)= 7.51

NEW ELECTRICAL

EQUIPMENT. SEE

ELECTRICAL PLANS

FOR DETAILS.

INSTALL NEW CONCRETE

PAD. SEE SHEET PR-3

FOR DETAILS

16' SLIDE GATE

6" (DEPTH) No. 57 STONE SHALL

COVER THE SITE WITHIN LIMITS OF

FENCE AND EXTEND 1-FOOT OUTSIDE

OF FENCE LINE PER FDOT SECTION

901 - COARSE AGGREGATE, ON TOP

OF GEOTEXTILE FABRIC PER FDOT

SECTION 985, TYPE D-4

8" FM-PVC

CONNECT TO EXISTING 12" FM

UPSTREAM OF EXISTING

ISOLATION VALVE WITH FITTINGS

AND ADAPTERS AS REQUIRED

12" X 8" REDUCER

EXTEND EXISTING

WATER SERVICE W/

NEW 1" WATER LINE,

BACKFLOW PREVENTER,

AND HOSE BIBB1" W-PVC

NEW STAND-BY DIESEL GENERATOR

AND CONCRETE PAD. SEE SHEET C-7

FOR CONCRETE PAD DETAIL

EXISTING WATER

METER TO REMAIN

6" THICK CONCRETE, 3" MIN. SLUMP,

COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS,

CONSTRUCTED ON 8" THICK LBR 40 BASE AT 98%

COMPACTION (AASHTO MODIFIED PROTECTOR)

CONTRACTOR TO INSTALL AND HAVE

CERTIFIED BY THE MANUFACTURER A

RAVEN LINER ON EXISTING MANHOLE PER

CITY OF DAYTONA BEACH STANDARDS

SET 5/8" IRON ROD

SSMC LB2108

13.0'

30.0'

CENTERLINE OF ROAD

J:\

G \F

-L

-R

G S\

-S

O U

.D W

-C

S- Si te La yo ut an dP ip in gP la n

B Y:

A N

P M

1 2

N O

3 4

G N

DRAWING

N S

N O

P' D

O N

SITE LAYOUT AND PIPING PLAN

SCALE: 1"=10'

0 10 20

O U

G P

O F

O N

H, F

C-5

G . T

-2

G . T

-2

.w rig ht -p ie rc e.

co m

N Y

, S U

E 9, M

D, F L

NOTES:

1. REFER TO GENERAL NOTES, LEGEND, AND ABBREVIATIONS ON DRAWINGS C-1 AND C-2 FOR

ADDITIONAL INFORMATION.

2. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION.

3. THE WORDS "IN ITS ENTIRETY" DEFINE COMPLETE REMOVAL ABOVE AND BELOW GRADE

UNLESS OTHERWISE INDICATED.

4. INSTALL AND MAINTAIN SILT FENCE FOR THE DURATION OF THE PROJECT. INSTALL SILT

FENCE PRIOR TO THE COMMENCEMENT OF ANY WORK ON THE PROJECT SITE.

5. ALL DISTURBED SURFACES NOT TO RECEIVE NEW PAVEMENT, CONCRETE, OR STONE SHALL

RECEIVE LOAM AND SOD.

6. TEMPORARY BYPASS PUMPING SYSTEM AND RADIO TELEMETRY ALARM SYSTEM SHALL BE

INSTALLED, TESTED, AND OPERATIONAL FOR A MINIMUM OF 72-HOURS BEFORE THE OWNER

WILL ALLOW ANY DEMOLITION TO COMMENCE. REFER TO SPECIFICATIONS SECTION 01515

AND CONTRACT DRAWINGS FOR ADDITIONAL INFORMATION. CONTRACTOR TO PROVIDE

AND RECEIVE APPROVAL FROM THE EOR AND THE CITY FOR THE LIFT STATION BYPASS PLAN

PRIOR TO ANY SHUTDOWN OR MODIFICATION TO THE LIFT STATION THAT COULD IMPAIR OR

GREATLY REDUCE THE FUNCTIONALITY OF THE LIFT STATION.

7. CONTRACTOR TO CONDUCT TEST PITS ONE WEEK PRIOR TO THE COMMENCEMENT OF ANY

CONSTRUCTION WORK TO VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES.

REPORT RESULTS BACK TO ENGINEER AND OWNER.

8. EXCESS SOIL MATERIAL MAY BE STOCKPILED TEMPORARILY ONSITE DURING CONSTRUCTION.

ALL EXCESS SOIL MATERIAL SHALL BE REMOVED AND DISPOSED OF AS OUTLINED IN THE

SPECIFICATIONS.

9. ALL EQUIPMENT AND PIPING LAYOUT DIMENSIONS SHALL BE FIELD VERIFIED AND

COORDINATED WITH EQUIPMENT SUPPLIED, AND/OR EXISTING CONDITIONS. CONTRACTOR

SHALL VERIFY ALL DIMENSIONS IN THE FIELD AS REQUIRED PRIOR TO BEGINNING

CONSTRUCTION OF NEW FACILITIES, EQUIPMENT OR PIPING THAT MAY BE AFFECTED. IN

SOME SPECIFIC INSTANCES, WHERE SPECIAL ATTENTION MAY BE REQUIRED BY THE

CONTRACTOR, SOME DIMENSIONS, ELEVATIONS, ETC. HAVE BEEN NOTED WITH AN " * ".

THIS DOES NOT HOWEVER, LIMIT THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND

COORDINATE ALL NECESSARY INFORMATION FOR CONSTRUCTION.

10. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DIMENSIONS,

LAYOUT OR ELEVATION CHANGES REQUIRED TO SUIT THE SPECIFIC EQUIPMENT BEING

PROVIDED UNDER THIS CONTRACT. WHEN SUCH EQUIPMENT REQUIRES PADS, PIERS,

CURBING, ETC., THAT DIFFERS FROM THAT SHOWN ON THE CONSTRUCTION DRAWINGS, THE

CONTRACTOR SHALL COORDINATE THE STEEL REINFORCING SHOP DRAWINGS ACCORDINGLY.

11. ALL BURIED CONNECTIONS TO STRUCTURES SHALL HAVE SLEEVE TYPE FLEXIBLE

CONNECTIONS APPROXIMATELY 4-FEET FROM THE STRUCTURES. ALL SLEEVE TYPE

COUPLINGS ON PRESSURE LINES SHALL BE RESTRAINED (SOLID SLEEVE TYPE). REFER TO

SPECIFICATION SECTION 15088.

12. ALL PIPING INSTALLED BELOW SLABS-ON-GROUND SHALL BE ENCASED IN CONCRETE

(EXCLUDING DRAINS/SEWERS UNDER NON-STRUCTURAL SLABS-ON-GROUND), UNLESS

OTHERWISE NOTED. PROCESS DRAWINGS DO NOT SHOW CONCRETE ENCASEMENT FOR

CLARITY. SEE STRUCTURAL DRAWINGS FOR DETAILS.

13. PROVIDE CAST OR DUCTILE IRON WALL PIPE CASTINGS OR GALVANIZED STEEL PIPE SLEEVES

FOR ALL PIPE PENETRATIONS MADE THROUGH CONCRETE WALLS AND SLABS, UNLESS

OTHERWISE NOTED ON THE DRAWINGS. ALL WALL SLEEVES AND WALL PIPE CASTINGS SHALL

HAVE SEALING/ANCHORING COLLARS. SEE PROCESS, MECHANICAL, PLUMBING AND

STRUCTURAL DRAWINGS FOR LOCATIONS OF PENETRATIONS. NOTE THAT NOT ALL PIPE

PENETRATIONS ARE SHOWN ON THE STRUCTURAL DRAWINGS. NEW PENETRATIONS

THROUGH EXISTING STRUCTURE WALLS AND SLABS SHALL BE BY CORING MACHINE AND LINK

TYPE COMPRESSION SEALS, UNLESS OTHERWISE INDICATED. OPENINGS TO BE COMPATIBLE

WITH REQUIRED PIPING AND STANDARD LINK TYPE COMPRESSION SEAL SIZES. FOR

ADDITIONAL INFORMATION, REFER TO SPECIFICATION SECTION 15092.

14. FOR PIPING MATERIAL, SEE THE PIPE SCHEDULE IN SPECIFICATION SECTION 15050.

15. ALL PIPES SHALL BE ADEQUATELY RESTRAINED AND SUPPORTED IN ACCORDANCE WITH

SPECIFICATION SECTION 15094.

16. AFTER INSTALLATION, ALL PIPELINES SHALL BE PRESSURE TESTED FOR TIGHTNESS IN

ACCORDANCE WITH SPECIFICATION SECTIONS 15050 AND 02755. ALL LEAKS SHALL BE

CORRECTED AND RETESTED UNTIL PRESSURE TEST IS SATISFACTORILY COMPLETED.

17. ALL PIPING SHALL BE CLEANED, TO THE SATISFACTION OF THE ENGINEER, BEFORE TESTING.

18. ALL STAINLESS STEEL FASTENERS FOR PIPING, EQUIPMENT, SUPPORTS, ETC., SHALL BE HAND

TIGHTENED IN ORDER TO LIMIT THE POTENTIAL FOR GALLING.

19. No. 57 STONE SHALL COVER THE SITE WITHIN THE FENCE AND EXTEND 1-FOOT OUTSIDE OF

FENCE LINE.

G \F

-L

-R

G S\

-D

I.D W

-D et ai ls

I |

:2 .5

/1 8/

P M

B Y:

A N

A M

1 2

N O

3 4

G N

DRAWING

N S

N O

P' D

O N

O F

O N

H, F

C-6

-2

G . T

-2

.w rig ht -p ie rc e.

co m

N Y

, S U

E 9, M

D, F L

4 54 4 8 20 58 8227126856

8 118 7 15 35 107 1284218914610

12 176 10 21 49 151 17155231120314

16 231 13 26 62 193 21367281425818

20 285 15 31 73 234

NOTES:

1. THE TABLE INDICATES MINIMUM LENGTHS OF RESTRAINED

JOINTS ON EACH SIDE OF FITTINGS AND CHANGES IN

DIRECTION. WHERE PRACTICAL, FULL LENGTHS OF RESTRAINED

PIPE SHALL BE LAID TO ACHIEVE THE REQUIRED MINIMUM

RESTRAINT.

2. WHERE COMBINATIONS OF FITTINGS ARE USED, THE PIPING

BETWEEN THE FITTINGS SHALL BE RESTRAINED. THE MINIMUM

RESTRAINED LENGTH OF PIPE REQUIRED UPSTREAM AND

DOWNSTREAM OF THE COMBINATION OF FITTINGS SHALL BE

DETERMINED ON THE BASIS OF ONE EQUIVALENT FITTING (i.e., TWO 45° BENDS WILL BE CONSIDERED AS THOUGH A 90° BEND

WERE LOCATED MIDWAY BETWEEN THE TWO 45° BENDS.)

3. 11 1/4° BENDS SHALL BE RESTRAINED THE SAME AS THAT

SHOWN FOR 22 1/2° BENDS.

4. RESTRAINED JOINT LENGTHS NOTED ARE BASED ON THE TEST

PRESSURE, SILTY SANDS (SM), 3-FEET DEPTH, LAYING

CONDITION NO. 5 & TEE SIZE ON SIZE.

5. IN-LINE VALVES: IF THE STRAIGHT RUN OF PIPE ON BOTH SIDES

OF THE VALVE EXCEEDS THE LENGTH REQUIRED FOR "DEAD

ENDS", THEN NO RESTRAINED JOINTS ARE NECESSARY.

POLYVINYL CHLORIDE (PVC) &

POLY-WRAPPED DUCTILE IRON (DIP) PIPE

RESTRAINED JOINT LENGTH (FT)

PIPE

DIAMETER

(Inches)

TEE BRANCH

(Size on Size)22 1/2° BEND 45°

BEND

90°

BEND

DEAD

END

THRUST RESTRAINT TABLE

SCALE: NTS

1" X 3/4" 90° ELBOW

ALUMINUM OR 316 SS

HOSE HANGER

1" LOCKABLE CURB STOP

4"X4" PRECAST

CONCRETE POST OR

SECURE TO EXTERIOR

WALL

1- #4 REBAR

2' -0

90° ELBOW

PVC TO BRASS ADAPTER

1" BRASS PIPE

1" SCH 80 PVC PIPE

SECURE TO

POST WITH

316 SS STRAPS

ANTI-SIPHON DEVICE

3/4" BRASS HOSE BIBB

12"

8" CONC PAD w/ 12"

THICKENED EDGE,

4,000 PSI W/#5@12"

T&B EW, MOIST CURE

7 DAYS MIN

12"

8" CONC PAD w/ 12"

THICKENED EDGE,

4,000 PSI W/#5@12"

T&B EW, MOIST CURE

7 DAYS MIN

16'-0"(MAX)12'-0"(MAX)

5' -0

1'-6"Ø

NOTES:

1. SECURE POSTS IN CONCRETE AS SHOWN AT PULL, CORNER

AND END POSTS (INCLUDING GATE POSTS)

2. ALL POSTS TO BE VINYL COATED, BLACK IN COLOR.

CHAIN LINK FENCE CANTILEVER GATE

SCALE: NTS

DIAGONAL BRACE

AND TURNBUCKLE

WETWELL INTERIOR DROP BOWL DETAIL

SCALE: NTS

INSIDE DROP BOWL BY

RELINER/DURAN INC. OR

EQUIVALENT SECURED

WITH STAINLESS STEEL

BOLTS AND STAINLESS

STEEL CLAMPING BRACKETS

FLEXIBLE COUPLING WITH

STAINLESS STEEL CLAMPS

SECURE TO STRUCTURE

WITH STAINLESS STEEL

ADJUSTABLE CLAMPING

BRACKETS WITH 2

STAINLESS STEEL BOLTS.

STRAP AT 4'(MAX)

INTERVALS (MIN. OF 2)

SEWER PIPE

TRIM PIPE TO 2" MAX.

V NOTCH BOTTOM EDGE

FLEXIBLE WATERTIGHT

MANHOLE BOOT

PVC SEWER DROP PIPE

LS-69

IN CASE OF EMERGENCY

OR IF RED LIGHT IS ON

CALL 386-671-8815

DANGER

TRESPASSING

PLACE SIGNS AT

200' INTERVALS

PROVIDE

STAINLESS STEEL

LOCK AND CHAIN

MAX. 10'-0"

5' -0

6' -0

1'-6"Ø

CHAINLINK FENCE

SCALE: "NTS"

NOTES:

1. SECURE POSTS IN CONCRETE AS SHOWN AT PULL, CORNER AND END POSTS (INCLUDING GATE POSTS)

PROVIDE HORIZONTAL

BRACE ON PULL,

CORNER AND END POSTSDIAGONAL BRACE AND

TURNBUCKLE

TENSION-WIRE

SUPPORT BRACKETS AT

FENCE POST (ANGLE

OUT AT 45°±)

J:\

G \F

-L

-R

G S\

-D

II.

-C

S- De ta ils

B Y:

A N

1 2

N O

3 4

G N

DRAWING

N S

N O

P' D

O N

O F

O N

H, F

C-7

-2

G . T

-2

.w rig ht -p ie rc e.

co m

N Y

, S U

E 9, M

D, F L

HOSE BIBB

DETAIL

SCALE: NTS

CONCRETE PAD

DETAIL

SCALE: NTS

G \F

-L

-R

G S\

-S W

O N

N O

.D W

-C

S-

O N

N O

:2 .5

/1 8/

P M

B Y:

A N

P M

1 2

N O

3 4

G N

DRAWING

N S

N O

P' D

O N

N N

S I

O F

O N

H, F

C-8

-2

G . T

-2

.w rig ht -p ie rc e.

co m

N Y

, S U

E 9, M

D, F L

NARRATIVE

1. DESCRIPTION OF CONSTRUCTION ACTIVITY: REPLACEMENT OF A SUBMERSIBLE SANITARY LIFT STATION

2. SITE AREA INFORMATION:

TOTAL AREA OF THE SITE = 0.10 AC

TOTAL DISTURBANCE AREA = 0.10 AC

RUNOFF DATA:

RUNOFF COEFFICIENTS:

BEFORE = 0.23

DURING = 0.43

AFTER = 0.43

3. PROPOSED SEQUENCE OF LAND DISTURBING ACTIVITIES, INCLUDING SEQUENCE DURING THE CONSTRUCTION PROCESS IN WHICH THE MEASURES WILL BE INSTALLED. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF MAJOR ACTIVITIES DESCRIBED BELOW, UNLESS THE CONTRACTOR PROPOSES A DIFFERENT SEQUENCE THAT IS EQUAL OR APPROVED BY THE ENGINEER. FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTER CLEARING AND GRUBBING NECESSARY FOR INSTALLATION OF CONTROLS BUT BEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE.

REMOVE PERIMETER CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED.

A. INSTALL SEDIMENT AND EROSION CONTROL MEASURES.

B. CLEAR AND GRUB LIFT STATION AREA AND ALONG NEW PIPE ROUTES.

C. INSTALL NEW LIFT STATION AND CONNECTING AND DISCHARGE PIPING.

D. DIVERT INFLOWS AND OUTFLOWS TO AND FROM LIFT STATION.

E. DEMOLISH OLD LIFT STATION AND ANCILLARY ITEMS PER DEMOLITION PLAN.

F. STABILIZE DISTURBED EARTH WITH SEED/SOD.

G. CONSTRUCT PAVEMENTS PER SITE PLAN.

H. REMOVE SEDIMENT AND EROSION CONTROL MEASURE AT COMPLETION PF PROJECT AND SOD ANY DISTURBED AREAS.

4. DESCRIPTION OF THE SOILS AND AN IDENTIFICATION OF THOSE THAT ARE HIGHLY ERODIBLE:

49-POMONA FINE SAND: FINE SAND/FINE SANDY LOAM, APPARENT SHALLOW WATER TABLE, POORLY DRAINED, 1//D HYDROLOGIC GROUP, NOT

HIGHLY ERODIBLE.

5. AFFECTED DRAINAGE AREAS AND MAJOR DISCHARGE POINTS:

LIST STATION 69 SITE.

6. LATITUDE AND LONGITUDE OF EACH MAJOR DISCHARGE POINT:

NO MAJOR DISCHARGE POINT

7. NAMES OF RECEIVING WATER(S):

TOMOKA RIVER

8. DESCRIPTION OF PROPOSED POLLUTION CONTROL MEASURES OR BMPS TO BE USED:

A. EROSION AND SEDIMENT CONTROL PRACTICES

-SILT FENCE AROUND WORK AREA

-STABILIZE CONSTRUCTION ACCESS DRIVE LOCATION OF LIFT

-STATION ACCESS DRIVE

-CONCRETE WASHOUT TANK

-SEEDING/SODDING OF DISTURBED EARTHEN AREAS.

B. STRUCTURAL CONTROL PRACTICES

THE FOLLOWING STRUCTURAL CONTROL PRACTICES HAVE BEEN DESIGNED INTO THIS PROJECT:

-NONE

9. ESTIMATED CONSTRUCTION SCHEDULE:

CONSTRUCTION SCHEDULE TO BE PROVIDED BY THE CONTRACTOR AFTER CONTRACT AWARD BUT BEFORE CONSTRUCTION BEGINS.

10. THE CONTRACTOR RESPONSIBLE FOR THE BMP IMPLEMENTATION, INSPECTION, AND MAINTENANCE:

CONTRACTOR TO BE DETERMINED AT A LATER DATE THROUGH A PUBLIC BID PROCESS.

11. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. IN AN EFFORT TO ENSURE COMPLIANCE WITH FEDERAL, STATE, AND

LOCAL LAWS REGARDING EROSION AND TURBIDITY CONTROLS:

THE FOLLOWING PERMITS HAVE BEEN OBTAINED.

ACOE PERMIT NOT REQUIRED

ENVIRONMENTAL RESOURCE PERMIT NOT REQUIRED

12. INVENTORY FOR POLLUTION PREVENTION PLAN:

THE MATERIAL OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE PRESENT ONSITE DURING CONSTRUCTION:

CONCRETE, WOOD, FERTILIZERS, ASPHALT, MASONRY BLOCKS, PETROLEUM BASED PRODUCTS, TAR, ROOFING MATERIALS, CLEANING SOLVENTS, DETERGENTS, METAL STUDS, PAINTS

RECORD REQUIREMENTS

THE CONTRACTOR SHALL, AT A MINIMUM, PERFORM AND DOCUMENT THE FOLLOWING RECORD KEEPING TASKS IN A REGULAR AND EXPEDIENT MANNER

WHILE CONSTRUCTION ACTIVITIES ARE OCCURRING.

1. CONTRACTORS MUST RECORD THE FOLLOWING DATES:

A) WHEN MAJOR GRADING ACTIVITIES OCCUR

B) WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE SITE

C) WHEN STABILIZATION (I.E. EROSION CONTROL) MEASURES BEGIN

2. CONTRACTORS ARE TO PROVIDE QUALIFIED INSPECTORS WHO HAVE KNOWLEDGE AND EXPERIENCE IN THE PRINCIPLES AND PRACTICE OF SEDIMENT AND

EROSION CONTROL AND CAN COMPLETE PROJECT SITE INSPECTIONS:

A) AT LEAST ONCE EVERY SEVEN (7) DAYS

B) WITHIN 24 HOURS AFTER THE END OF A STORM EVENT OF 0.50-INCHES OR MORE. TO COMPLY, THE CONTRACTOR SHALL INSTALL AND MAINTAIN

RAIN GAUGES AND RECORD THE DAILY RAINFALL.

C) WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL ALSO INSPECT THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION PLAN.

3. A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE, AND LOCAL AGENCY APPROVING SEDIMENT AND EROSION PLANS, OR STORM WATER MANAGEMENT PLANS. COPIES OF THE INSPECTION REPORTS WILL BE SUBMITTED TO THE OWNER AND INCLUDE DOCUMENTATION OF REMEDIAL ACTION TO ADDRESS SYSTEM FAILURES. THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF TERMINATION IS SUBMITTED.

THE REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE.

4. THE CONTRACTOR WILL PROVIDE THE OWNER A COPY OF THE NPDES PERMIT AND THE SWPPP.

INSPECTION AND MAINTENANCE REQUIREMENTS

EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES

THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS:

1. ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24

HOURS OF REPORT.

2. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE.

3. SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT

THE FENCE POSTS ARE FIRMLY IN THE GROUND.

4. CONSTRUCTION ENTRANCES WILL BE INSPECTED FOR DEPTH OF CRUSHED STONE BED AND FILTER FABRIC CONDITION.

5. THE SEDIMENT BASINS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE

DESIGN CAPACITY OR AT THE END OF THE JOB.

6. DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY REPAIRED.

7. TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL INSPECTED FOR BARE SPOTS, WASHOUTS, AND…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 12, 2026.