Fiber_Improvements_-_Bid_Set_Plans.pdf

PDF 23 MB Posted Jun 2, 2025

Attached to: 2552ITB - Fiber Network Improvements
Solicitation number: 2552ITB
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Jul 1, 2025

This document is a bid set of engineering plans for the City of Daytona Beach Utilities Department's Well Field Fiber Network Improvements Project (Project No. 6751 - Package B). The project involves installing approximately 11,000 feet of fiber optic cable from Well 44 back to the Ralph Brennan Water Treatment Plant, with an additional 400 feet of fiber optic cable to connect four existing wells (45, 46, 47, and 48) that currently lack fiber optic infrastructure. The project is located approximately 500 feet southwest of the intersection of N. Williamson Boulevard and Indigo Drive in Daytona Beach, Florida, and is scheduled for bid in March 2025.

The engineering plans provide detailed conduit layout plans, electrical details, fiber riser diagrams, and specifications for the installation. The project includes precise routing through golf course and wooded areas, with specific instructions for contractors to avoid driving vehicles on golf course property and to restore all disturbed areas to their previous condition. The plans outline requirements for utility protection, erosion control, turbidity barriers, and specific installation techniques for fiber optic conduits and pull boxes. Contractors will need to coordinate closely with city utilities staff, field verify existing utility locations, and follow strict environmental protection guidelines during the installation process.

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File	Type	Posted
2552ITB_-_Fiber_Network_Improvements.pdf	PDF	Jun 19, 2025
Project_References_-_Fiber_Optic_Network.docx	DOCX document	Jun 5, 2025
Fiber_Improvements_-_Bid_Set_Specs.pdf	PDF	Jun 2, 2025

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W I L

L I A

M S

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RALPH BRENNAN

WATER TREATMENT PLANT

WELL NO.44

WELL NO.45

WELL NO.46

WELL NO.47

WELL NO.48

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RALPH BRENNAN

WATER TREATMENT PLANT

WELL NO.44

WELL NO.45

WELL NO.46

WELL NO.47

WELL NO.48

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www.tetratech.com

CLIENT INFORMATION:PROJECT LOCATION:

PROJECT DESCRIPTION / NOTES:

Tt PROJECT No.: CITY PROJECT No.:

ISSUED:

CITY OF DAYTONA BEACH

WELL FIELD FIBER NETWORK IMPROVEMENTS

PROJECT NO. 6751 - PACKAGE B

200-26561-23002

201 E. PINE STREET, SUITE 1000

ORLANDO, FLORIDA 32801

PHONE: (407) 839-3955

BID SET - MARCH 2025

VICINITY MAP:

THE CITY OF DAYTONA BEACH

UTILITIES DEPARTMENT

ENGINEERING DIVISION

CITY MANAGER

DERIC C. FEACHER

DIRECTOR OF UTILITIES

SHANNON PONITZ, P.E.

DEPUTY DIRECTOR OF UTILITIES

ERIC SMITH, P.E.

PROJECT INCLUDES THE INSTALLATION OF APPROXIMATELY 11,000 FEET OF FIBER OPTIC FROM WELL

44 BACK TO THE RBWTP. ALONG THE ROUTE ARE FOUR (4) EXISTING WELLS (45, 46, 47 AND 48) THAT

CURRENTLY DO NOT HAVE FIBER OPTIC INSTALLED. THIS PROJECT WILL INSTALL APPROXIMATELY

400 FEET OF FIBER OPTIC CABLE TO CONNECT THE EXISTING WELLS TO THE PROPOSED FIBER OPTIC.

500 FT SOUTHWEST OF INTERSECTION OF

N WILLIAMSON BLVD AND INDIGO DRIVE S.

DAYTONA BEACH, FL 32117

GENERAL NOTES

(386) 671-8815

DAYTONA BEACH, FL 32124

3651 LPGA BOULEVARD

WATER UTILITIES

WATER, FORCE MAINS AND REUSE MAINS

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, DEPTH AND CHARACTER OF ALL UTILITIES

PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER AS LISTED BELOW AND FIELD VERIFY LOCATIONS AND

ELEVATIONS OF UTILITIES AT LEAST THREE (3) BUSINESS DAYS IN ADVANCE OF WORK. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DAMAGE CAUSED BY HIS OPERATIONS.

2. EXISTING UTILITIES AS SHOWN ARE APPROXIMATE LOCATIONS AND WERE BASED ON RECORD DRAWINGS AND HAVE NOT BEEN

FIELD VERIFIED. THE EXISTING UTILITIES SHOWN SHALL NOT BE CONSTRUED AS BEING ALL INCLUSIVE OF UTILITIES IN THE

AREA. ANY INTERRUPTION OF SERVICE SHALL BE COORDINATED WITH THE OWNER OF THE UTILITY.

UTILITIES IN PROXIMITY OF CONSTRUCTION SITE:

3. ALL PIPING SHALL HAVE 3 FEET MINIMUM COVER UNLESS OTHERWISE NOTED. CONTRACTOR SHALL PROVIDE PROPER GRADE

ELEVATIONS AND ALIGNMENTS.

4. FITTINGS MAY BE USED FOR PIPE ALIGNMENT CHANGES RATHER THAN DEFLECTING JOINTS AT THE CONTRACTOR'S COST. PIPE

JOINT DEFLECTIONS, WHERE REQUIRED SHALL NOT EXCEED 75% OF THE MAXIMUM RECOMMENDED BY THE MANUFACTURER

FOR PVC PIPE OR BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION FOR DUCTILE IRON PIPE.

5. DEWATERING MAY BE REQUIRED IN SOME AREAS TO ACHIEVE THE NECESSARY EXCAVATION AND SUBSEQUENT

CONSTRUCTION, BACKFILLING AND COMPACTING. NO EXTRA COMPENSATION FOR DEWATERING WILL BE ALLOWED.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROJECT COMPLYING WITH APPLICABLE STATE WATER QUALITY

STANDARDS DURING CONSTRUCTION AS SPECIFIED IN THE PERMITS. ALL WATER AND WIND EROSION SHALL BE MINIMIZED

AS DEFINED IN THE SPECIFICATIONS AND PERMITS. THE SPECIFICATIONS PROVIDE ONLY A MINIMUM REQUIREMENT FOR

EROSION AND SEDIMENTATION CONTROL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT CONTROL MEASURES

NOT SHOWN IN SPECIFICATIONS. ALL COSTS ASSOCIATED WITH TURBIDITY CONTROL AND SEDIMENT STABILIZATION SHALL

BE BORNE BY THE CONTRACTOR.

7. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY INCLUDING, BUT NOT LIMITED TO, THE

INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED

SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE

MAINTAINED AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THE

CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE

DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS IN CHAPTER 62-302 AND 62-4, FLORIDA ADMINISTRATIVE

CODE.

8. IN ADDITION TO THE CITY OF DAYTONA UTILITIES DEPARTMENT STANDARD DETAILS, LATEST EDITION, APPLICABLE

GOVERNING STANDARDS TO BE ABIDED BY INCLUDE:

a. AMERICAN WATER WORKS ASSOCIATION (AWWA)

b. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

c. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)

9. EACH BACTERIOLOGICAL SAMPLE POINT SHALL BE EQUIPPED WITH A CORPORATION STOP, DISCHARGE PIPE, AND ABOVE

GRADE VALVE. FOLLOWING PASSAGE OF BACTERIOLOGICAL TESTING, THE CONTRACTOR SHALL REMOVE THE

CORPORATION STOP AND PLUG CONNECTION.

10. UNDER NO CONDITIONS SHALL CONTRACTOR OR ANYONE DRIVE VEHICLES OR MACHINERY ACROSS OR ON GOLF COURSE

PROPERTY BEFORE, DURING OR AFTER CONSTRUCTION IS COMPLETE.

11. ALL DISTURBED AREAS ARE TO BE RESTORED TO THEIR PREVIOUS CONDITION.

CITY PROJECT NO. 6751

CITY BID NO. ____-____-____

CITY OF DAYTONA BEACH

UTILITIES DEPARTMENT

125 BASIN ST, SUITE 131

DAYTONA BEACH, FL 32114

BRIGHT HOUSE NETWORKS (386) 760-9941 X7126

TECO PEOPLES GAS, INC. (386) 671-2253

AT&T (386) 257-7930

FLORIDA POWER & LIGHT (386) 322-3439

FP&L FIBER NET LLC. (305-522-2931

CITY PROJECT NO. 6751-B

DRAWING INDEX

SHEET

NO.

DRAWING

NO.

DRAWING TITLE

GENERAL

1 G-B000 COVER

2 G-B001 LEGEND & ABBREVIATIONS

ELECTRICAL

E-B001 ELECTRICAL LEGEND

E-B201 FIBER RISER DIAGRAM

E-B301 CONDUIT LAYOUT KEY PLAN

E-B302 CONDUIT LAYOUT PLAN NO. 1

E-3B03 CONDUIT LAYOUT PLAN NO. 2

E-B304 CONDUIT LAYOUT PLAN NO. 3

E-B305 CONDUIT LAYOUT PLAN NO. 4

E-B306 CONDUIT LAYOUT PLAN NO. 5

E-B307 CONDUIT LAYOUT PLAN NO. 6

E-B308 ELECTRICAL DETAILS

E-B309 FIBER RUN TERMINATION AT WELL BUILDING DETAILS

ENGINEERING BUSINESS NO. 2429

14 E-B310 ELECTRICAL DETAILS

G-B001

N S

SECTION REFERENCE

X-XX

AAP ALARM ANNUNCIATOR PANEL

AARV AUTOMATIC AIR RELEASE

VALVE

AAV AUTOMATIC AIR VENT

AB ANCHOR BOLT

ABAN ABANDON(ED)

ABRSV ABRASIVE

ABS ACRYLONITRILE BUTADIENE

STYRENE

ABV ABOVE

AC ALTERNATING CURRENT

ACCMP ASPHALT-COATED

CORRUGATED METAL PIPE

ACP ASBESTOS CEMENT PIPE

ADDM ADDENDUM

ADH ADHESIVE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AHD AHEAD

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

AMT AMOUNT

APRX APPROXIMATE(LY)

ARCH ARCHITECT(URAL)

AS ALUM SOLUTION

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

AWPP ADVANCED WATER

PURIFICATION PLANT

A/C AIR CONDITIONING

A/VV AIR/VACUUM AIR VALVE

BAF BAFFLE

BCV BALL CHECK VALVE

BF BLIND FLANGE

BFV BUTTERFLY VALVE

BHP BRAKE HORSEPOWER

BI BLACK IRON

BITUM BITUMINOUS OR BITUMASTIC

B/L BASELINE

BLDG BUILDING

BLK BLOCK

BM BENCH MARK

BOC BACK OF CURB

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BSP BLACK STEEL PIPE

BV BALL VALVE

BW BOTH WAYS

BWW BACKWASH WATER

CAP CAPACITY

CA COMPRESSED AIR

CAV COMBINATION AIR VALVE

CB CATCH BASIN

CCC CHLORINE CONTACT CHAMBER

CE CHLORINATED EFFLUENT

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CV CHECK VALVE

CI CAST IRON

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CJ CONSTRUCTION JOINT

CKT CIRCUIT

C/L CENTER LINE

CL2 CHLORINE GAS

CLF CHAIN LINK FENCE

CLR CLEAR OR CLEARANCE

CLVT CULVERT

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE

ARCH

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNR CORNER

CO CLEAN OUT

CO2 CARBON DIOXIDE

COAG COAGULANT

COL COLUMN

COM COMMON

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCT(ION)

CONT CONTINUOUS

CONTR CONTRACT(OR)

COORD COORDINATE

CO COMPANY

CP CONCRETE PIPE

CPA CONCRETE PIPE ARCH

CPLG COUPLING

CPVC CHLORINATED POLYVINYL

CHLORIDE

CR CONCENTRIC REDUCER

CS CHLORINE SOLUTION

CSG CASING

CTV CABLE TELEVISION

CY CUBIC YARD

CYL CYLINDER

C&G CURB AND GUTTER

C/C CENTER TO CENTER

DAT DATUM

DBL DOUBLE

DC DIRECT CURRENT

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DF DIESEL FUEL

DI DUCTILE IRON

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISCH DISCHARGE

DIR DIRECTION

DMH DROP MANHOLE

DN DOWN

DR DRAIN

DV DIAPHRAGM VALVE

DW DRIVEWAY

DWG DRAWING

DWV DRAIN, WASTE, AND VENT

E EAST

EA EACH

ECC ECCENTRIC

EF EACH FACE

EFF EFFLUENT

E/L EASEMENT LINE

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

EMER EMERGENCY

EMC ENCASE(MENT)

ENGR ENGINEER

EP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EPRF EXPLOSION PROOF

EQUIP EQUIPMENT

ER ECCENTRIC REDUCER

ESTM EASEMENT

EST ESTIMATE(D)

EW EACH WAY

EXC EXCAVATE

EXP EXPANSION

EXST EXISTING

EXST GR EXISTING GRADE

EXT EXTERIOR

EXTN EXTENSION

FAB FABRICATE(D)

FCA FLANGED COUPLING ADAPTER

FB FLAT BAR

FCV FLOW-CONTROL VALVE

FD FLOOR DRAIN

FDN FOUNDATION

FE FILTER(ED) EFFLUENT

FHY FIRE HYDRANT

FIG FIGURE

FIN FINISH(ED)

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FL FLUORIDE

FLG FLANGE(D)

FLL FLOW LINE

FLTR FILTER

FM FORCE MAIN

FPM FEET PER MINUTE

FPS FEET PER SECOND

FRP FIBERGLASS REINFORCED

PLASTIC

FT FOOT OR FEET

FUT FUTURE

FV FOOT VALVE

FW FINISHED WATER

FWP FACTORY WIRED PANEL

F/F FACE TO FACE

GA GAUGE

GAL GALLON(S)

GALV GALVANIZED

GIP GALVANIZED IRON PIPE

GJ GROOVE JOINT

GND GROUND

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPS GALLONS PER SECOND

GR GRADE

GRTG GRATING

GS GALVANIZED STEEL

GSP GALVANIZED STEEL PIPE

GSR GROUND STORAGE RESERVOIR

GST GROUND STORAGE TANK

GTGROUT

GV GATE VALVE

HB HOSE BIBB

HD HEAVY-DUTY

HDPE HIGH-DENSITY POLYETHYLENE

HDR HYDRAULIC

HFA HYDROFLUOSILICIC ACID

HGR HANGER

HGT HEIGHT

HNDRL HAND RAIL

HOA HAND-OFF-AUTO

HORIZ HORIZONTAL

HP HORSEPOWER

HPA HIGH PRESSURE AIR

HR HOUR

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HWL HIGH WATER LEVEL

HWY HIGHWAY

HZ HERTZ

ID INSIDE DIAMETER

IN INCH(ES)

INF INFLUENT

INT INTERSECTION

INTR INTERIOR

INV INVERT

IP IRON PIPE

IPS INTERNATIONAL PIPE

STANDARD

IR INTERNAL RECYCLE

IW IRRIGATION WATER

JB JUNCTION BOX

JT JOINT

K KIP (1,000 LB)

KPL KICK PLATE

KV KILOVOLT

KVA KILOVOLT-AMPERE

KW KILOWATT

KWH KILOWATT-HOUR

L LEFT

LAB LABORATORY

LAM LAMINATE OR LAMINATION

LATL LATERAL

LAV LAVATORY

LEN LENGTH

LB POUND(S)

LF LINEAR FEET

LP LIGHT POLE

LS LIME SLURRY

LSS LIME STABILIZED SLUDGE

LVR LOUVER

LWL LOW WATER LEVEL

M METER

MAINT MAINTAIN OR MAINTENANCE

MAN MANUAL(LY)

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MC MEMBRANE CONTACTOR

MCC MOTOR CONTROL CENTER

ME MITERED END

MECH MECHANICAL

MEG MATCH EXISTING GRADE

MFR MANUFACTURE(R)

MG MILLION GALLONS

MGD MILLION GALLONS PER DAY

MH MANHOLE

MI MILE(S)

MIN MINIMUM, MINUTE(S)

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

ML MIXED LIQUOR

MO MASONRY OPENING

MON MONUMENT

MPH MILES PER HOUR

MPT MALE PIPE THREAD

MS MOTOR STARTER

MSP MOTOR STARTER PANEL

MTD MOUNTED

MV MOTORIZED VALVE

MW MANWAY

MWL MEAN WATER LEVEL

MWP MAXIMUM WORKING PRESSURE

N NORTH

NaOCl SODIUM HYPOCHLORITE

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPF NATIONAL PIPE THREAD

NPT NATIONAL PIPE TAPER

(THREAD)

NPW NON-POTABLE WATER

NRS NON-RISING SYSTEM

NTS NOT TO SCALE

NW NORTHWEST

N/A NOT APPLICABLE

O2 OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER

ODP OPEN DRIP PROOF

OF OUTSIDE FACE

OH OVER HEAD

OHW OVER HEAD WIRE

OPP OPPOSITE

OPT OPTIONAL

OR OFFICIAL RECORDS

OSY OUTSIDE SCREW AND YOKE

O&M OPERATION AND MAINTENANCE

PA PROCESS AIR

PC POINT OF CURVE

PCM PERMANENT CONTROL

MONUMENT

PE PLAIN END

PG PRESSURE GAGE

PI POINT OF INTERSECTION

PL PLATE

P/L PROPERTY LINE

PNV PINCH VALVE

POB POINT OF BEGINNING

POJ PUSH-ON JOINT

POL POLYMER

PP POWER POLE

PPD POUNDS PER DAY

PPM PARTS PER MILLION

PREFAB PREFABRICATED

PRESS PRESSURE

PRV PRESSURE REDUCING VALVE

PRW PROCESS WATER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH

ABSOLUTE

PSIG POUNDS PER SQUARE INCH

GAGE

PT POINT OF TANGENCY

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PW POTABLE WATER

PWR POWER

Q FLOW

QTY QUANTITY

RAD RADIUS

RAS RETURN ACTIVATED SLUDGE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RCPA REINFORCED CONCRETE PIPE

ARCH

RD ROAD

RDCR REDUCER

REBAR REINFORCING STEEL

REF REFERENCE

REINF REINFORCE(D)(ING)(MENT)

REM REMOVE(ABLE)

REQ'D REQUIRED

RF RAISED FACE

RJ RESTRAINED JOINT

RM ROOM

RPBP REDUCED PRESSURE

BACKFLOW PREVENTER

RPM REVOLUTIONS PER MINUTE

RR RAILROAD

RT RIGHT

RVT RIVETED

RWM RAW WATER

RWW RAW WASTEWATER

R/W RIGHT-OF-WAY

S SOUTH

SA SAMPLE LINE

SAN SANITARY

SCHED SCHEDULE

SD STORM DRAIN

SE SOUTHEAST

SECT SECTION

SEFF SECONDARY EFFLUENT

SF SQUARE FOOT OR FEET

SHT SHEET(ED)(ING)

SIG SIGNAL

SIM SIMILAR

SL SLUDGE

SLV SLEEVE

SM SHEET METAL

SOLN SOLUTION

SP SOIL PIPE, SPACE(ING)

SPEC SPECIFICATION

SPRT SUPPORT

SQ SQUARE

SS SANITARY SEWER

SSE SUBSTANDARD EFFLUENT

SST STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

STK STAKE

STL STEEL

STR STRAIGHT

STRUCT STRUCTURAL

SURF SURFACE

SV SOLENOID VALVE

SVCE SERVICE

SVW SERVICE WATER

SW SOUTHWEST

SWD SIDEWATER DEPTH

SWSH SURFACE WASH

SYM SYMBOL

SYMM SYMMETRICAL

S/W SIDEWALK

TAN TANGENT

TB TOP OF BEAM

TBM TEMPORARY BENCH MARK

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

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TE TOTALLY ENCLOSED

TEFC TOTALLY ENCLOSED FAN

COOLED

TEL TELEPHONE

TENV TOTALLY ENCLOSED

NON-VENTILATED

THD THREAD(ED)

THK THICK(NESS)

TLM TELEMETRY

TOB TOP OF BANK

TOC TOP OF CURB

TOS TOE OF SLOPE

TOT TOTAL

TP TELEPHONE POLE

TS THICKENED SLUDGE

TV TELEVISION

TYP TYPICAL

T&B TOP AND BOTTOM

UDR UNDERDRAIN

UG UNDERGROUND

ULT ULTIMATE

UN UNION

UON UNLESS OTHERWISE NOTED

UGE UNDERGROUND ELECTRIC

UTC UNDERGROUND TELEPHONE

CABLE

UTIL UTILITY

V VOLT(S)

VAC VACUUM

VAR VARIES

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VEL VELOCITY

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W WATT, WEST

WAS WASTE ACTIVATED SLUDGE

WCO WALL CLEAN OUT

WF WIDE FLANGE

WH WALL HYDRANT

WL WATER LINE

WM WATER MAIN

WP WATER PROOF(ING), WORKING

POINT

WPR WORKING PRESSURE

WS WATER SURFACE

WSP WELDED STEEL PIPE

WT WEIGHT

WTP WATER TREATMENT PLANT

WW WASH WATER

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWTP WASTEWATER TREATMENT

PLANT

W/ WITH

W/O WITHOUT

XFER TRANSFER

YD YARD(S)

YH YARD HYDRANT

YR YEAR(S) YR

REFERENCE SYMBOLS

LIST OF STANDARD ABBREVIATIONS HATCHING LEGENDMECHANICAL/DRAFTING LEGEND

DENOTES

SECTION LETTER

IDENTIFICATION

DENOTES DRAWING

NO WHERE SECTION

IS LOCATED

DETAIL REFERENCE

X-XX

DENOTES DRAWING

NO WHERE DETAIL

IS LOCATED

DENOTES

DETAIL NUMBER

IDENTIFICATION

SECTION TITLE DETAIL TITLE

SECTIONX

_ SCALE:

DETAILX

_ SCALE:

DENOTES DRAWING

NO WHERE SECTION

IS LOCATED

DENOTES

SECTION LETTER

IDENTIFICATION

DENOTES DRAWING

NO WHERE DETAIL

IS LOCATED

DENOTES

DETAIL NUMBER

IDENTIFICATION

ASPHALT OR CONCRETE

SURFACE (SIDEWALK OR

ROADWAY)

ROADWAY/SIDEWALK

OPEN CUT RESURFACE

SODDED OR SEEDED AND

MULCHED AREA OR

EXISTING WETLAND

EARTH

EXISTING PIPES,

STRUCTURES, EQUIPMENT

TO BE REMOVED

CONCRETE PAVEMENT GRATING

PROPOSED

STRUCTURE

CONCRETE

WALK

CONCRETE UNIT

MASONRY (PLAN)

GROUT

PRECAST CONCRETE

PHANTOM LINE

HIDDEN LINE

VISIBLE LINE

CENTER LINE

BREAK LINE

DIMENSION LINES AND LEADERS

EXISTING PROPOSED

MATCHLINE

1 3/32"

NOTE

CIVIL LEGEND

STORM SEWER

SANITARY SEWER

WATER

o o o o o o o o o o o o o o o o o o o o o o o o GUARD RAIL xx xx xx xx xx STEEL FENCE x x x x x x WOOD FENCE

EMBANKMENT

TOP

BOTTOM

MONITORING WELL

HYDRANT

POWER POLE

UTILITY POLE

SEWER MANHOLE

SEWER VALVE

MANHOLE

MONUMENT

TREE - EVERGREEN

TREE - PALM TREE

FLARED END - RCP

STORM MANHOLE

WATER METER

WATER VALVE

WATER WELL

MW-X

MH-??

WELL

LIGHT POLE

SEWER CLEANOUT

STORM CULVERT END

SPOT ELEVATION

XXXX.XX

TREE - DECIDUOUS

EASEMENT

PROPERTY LINE

R/W RIGHT OF WAY LINE (R-O-W)

LIMITS OF CONTRUCTION

PROPOSED CONTOUR MAJOR130

129 PROPOSED CONTOUR MINOR

(LABEL OPTIONAL)

SANITARY SEWER

(FORCE MAIN)

VEGETATION

CHKD:

DRWN:

PROJ:

DESN:

w w w .te tra te ch .c om

K D

C R

O N

:2 4:

D :\D

C \A

C C

D O

C S\

C H

-2

- W

R \P

R O

\S H

R \G

-B

O N

W G

R D

, C H

2 3 4 5 6 7

Bar Measures 1 inch, otherwise drawing not to scale

C op yr ig ht : T et ra

T ec h

200-26561-22003

O R

Y O

F D

N A

T, S

N D

O , F

) 8

-3

BID SET

G B

S N

O . 2

CITY PROJECT NO. 6751-B

INSRUMENTATION IDENTIFICATION LETTERS

RELAY, COMPUTE,

VALVE, DAMPER,

UNCLASSIFIED X AXISX

Z AXIS

Y AXISEVENT, STATE,

OR PRESENCE

POSITION, DIMENSION

T U

N O

J I H G F E D C

A B

SCAN

MOMENTARY

INTEGRATE,

TOTALIZE

SAFETY

VACUUM

TEMPERATURE

MULTIVARIABLE

VIBRATION, MECHANICAL

WEIGHT, FORCE

FREQUENCY

SPEED,

RADIATION

QUANTITY

USER'S CHOICE

PRESSURE,

CURRENT (ELECTRICAL)

TIME, TIME

SCHEDULE

LEVEL

POWER

CONNECTION

MULTIFUNCTION

WELL

RECORD

ORIFICE, RESTRICTION

USER'S CHOICE

POINT (TEST)

LIGHT

INDICATE

RATIO (FRACTION)

MODIFIER

DIFFERENTIAL

VARIABLE

BURNER, COMBUSTION

CONDUCTIVITY

VOLTAGE

FLOW RATE

HAND

ANALYSIS

FIRST LETTER

MEASURED OR INITIATING

FUNCTION

SENSOR (PRIMARY ELEMENT)

USER'S CHOICE

GLASS, VIEWING DEVICE

ALARM

READOUT OR PASSIVE

DRIVE, ACTUATE,

UNCLASSIFIED FINAL

CONTROL ELEMENT

INTERMEDIATE

MIDDLE,

USER'S CHOICE

LOW

MULTIFUNCTION

TRANSMIT

MULTIFUNCTION

SWITCH

CONTROL STATION

USER'S CHOICE

MODIFIER

USER'S CHOICE

HIGH

CONTROL

USER'S CHOICE

OUTPUT FUNCTION

SUCCEEDING LETTERS

USER'S CHOICE

ANALYSIS

ALARM, FAULT

TIME RATE OF

CHANGE

UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED

CONVERT

LOUVER

2PDT

20A, 120/277 V DIMMER SWITCH

600V, 2P, 3W, SIMPLEX WELDING

5-15R125V, 2P, MULTI-RECEPTACLE

6-50R250V, 2P, SIMPLEX, 3W, 50A

6-20R

L14-20R208V, 3P, SIMPLEX, 4W, LOCKING

L9-50R

250V, 2P, SIMPLEX, 3W, 20A

GENERAL NOTES:

20A, 120/277 V SWITCH

WIRING DEVICE SCHEDULE

20A, 120/277 V SWITCH

4 WAY

3 WAY

SPST

10-50 R

5-20 R

1-15 R

TYPE

RANGE

HANGER

CLOCK

TYPE

NEMA

125/250V, 3P, SIMPLEX, 3W,

125V, 2P, DUPLEX, 3W

125V, 2P, SIMPLEX, 3W

125V, 2P, SIMPLEX,

DESCRIPTIONSYMBOL

1. ELECTRICAL MATERIALS AND EQUIPMENT ITEMS SHOWN IN LIGHT LINE WEIGHTS

BACKGROUND PLAN AND ONE LINE SYMBOLS

277V, 2P, DUPLEX, 3W 7-15R

THIS CONTRACT.

MATERIALS AND EQUIPMENT ITEMS SHOWN IN HEAVY LINE WEIGHTS ARE NEW

ON THE DRAWINGS ARE EXISTING ITEMS TO REMAIN. ELECTRICAL

2. ITEMS SHOWN CROSSHATCHED ON THE DRAWINGS ARE EXISTING ITEMS TO BE

REMOVED.

3. FOR ITEMS INDICATED AS "FIELD LOCATE" CHECK DRAWINGS OF OTHER TRADES

(IN PARTICULAR PIPING AND STRUCTURAL) FOR INTERFERENCE AND FOR LOCATIONS

OF MOUNTING FLANGES, CONNECTION POINTS, ETC.

4. INSTALL A SINGLE CONDUCTOR INSULATED (RHW, THHN, OR XHHW) COPPER

GROUND WIRE IN EACH CONDUIT, SIZE AS SHOWN ON DRAWINGS OR AS A

MINIMUM PER THE NATIONAL ELECTRICAL CODE. THIS GROUND WIRE SHALL BE

CONNECTED AT EACH END TO THE EQUIPMENT GROUND. CONDUIT SHALL BE 3/4" MIN.

5. THE FOLLOWING COMPONENT IDENTIFICATION SHALL BE USED AS APPROPRIATE:

(F) FIELD MOUNTED, NOT AT STARTER OR OTHER CONTROL PANELS.

(S) STARTER PANEL MOUNTED.

(MCP) AT MAIN CONTROL PANEL.

(1) AT CONTROL PANEL NO. 1

(2) AT CONTROL PANEL NO. 2

(TCP) AT TEMPERATURE CONTROL PANEL.

LOW VOLTAGE DISCONNECT SWITCH

DESCRIPTIONSYMBOLDESCRIPTIONSYMBOL

SEE CIRCUITS FOR SPECIFIC TYPE

CONTROL SWITCH (SEL. OR P.B.)

EMERGENCY BATTERY PACK

HIGH INTENSITY DISCHARGE LIGHT

WALL MOUNTED LIGHT FIXTURE

LIGHT FIXTURE

TCP

EXIT

LBWSA

F C

1/8

SEE CIRCUITS FOR SPECIFIC TYPE

FLOAT SWITCH - FLOW SWITCH

TEMPERATURE - HUMIDISTAT SWITCH

LIMIT - PRESSURE - VACUUM SWITCH

ELECTRICAL OR MECHANICAL ALTERNATOR

(SEE WIRING)

(SUBSCRIPT = NO. OF STAGES)

OVERLOAD SWITCH OR DEVICE

TERMINAL BOX

SOLENOID VALVE

PHOTOCELL LINE VOLTAGE

ITEM NO. INTERCOM EQUIPMENT

INTERCOMMUNICATION SYSTEM

AMPLIFIER - WALL STATION - LINE BALANCE

INTERCOMMUNICATION DESK SET

INTERCOM. SPEAKER (SURFACE MTD.)

INTERCOM. SPEAKER (CEILING LAY-IN)

TELEPHONE OUTLET - 1"C.(2)CAT 6 CABLES

WELDING RECEPTACLE - NEMA L9-50R

600V, 2P, 3W, SIMPLEX

LOW VOLTAGE FUSE (BELOW 600V)

(2S,2W) TWO SPEED, TWO WINDING

600V, 3 POLE MOLDED CASE CIRCUIT

BREAKER, FRAME & RATING AS SHOWN

SINGLE PHASE, FRACTIONAL HP MOTOR

THREE PHASE LOAD WITH IDENTIFICATION

HIGH VOLTAGE FUSE (ABOVE 600 V)

TAG NO. (BALLOON) FOR DEVICE INDICATED

FOR POWER (SEE GEN. NOTE 4)

3/4"C(2/C#18 SHLD.)CONDUIT AND WIRE

RUN FROM DEVICE INDICATED TO

LOCATION INDICATED

CAPACITOR, 3 PHASE, SIZE AS INDICATED

DISCONNECT SWITCH

(F) = FUSED (C) = CIRCUIT BREAKER

(BACKGROUND DRAWINGS ONLY)

FUSED UNLESS NOTED (CIRCUIT BREAKER)

COMBINATION LIGHTING CONTACTOR

WITH HAND-OFF-AUTO SWITCH

MANUAL STARTER

(R) = REVERSING

CONTROL PANEL

TEMPERATURE CONTROL PANEL

UNIT HEATER, 1/8 HORSEPOWER

600 VOLT FEEDER BUS DUCT

(AMPERAGE AS INDICATED)

LIGHTNING ARRESTOR

NEMA 4 WATERTIGHT

NEMA 4X WATERTIGHT AND CORROSION PROOF

NEMA 7 EXPLOSION PROOF -

CLASS I, DIVISION I, GROUP D

NEMA 9 EXPLOSION PROOF -

CLASS II, DIVISION 1

AS NOTED (LIGHTING PANEL, CONTROL PANEL,

DISTRIBUTION PANEL ETC.) WALL MOUNTED

JUNCTION BOX

HEATER

CABLE REEL

TRANSFORMER

CONDUIT WITH CONDUIT SEAL FITTING

CONDUIT EXPOSED

CONDUIT CONCEALED

DIRECT BURIED CONDUIT

1 2 3 4 5 6

CONCRETE ENCASED DUCT BANK, WITH

CABLE LOCATIONS AND SPARE DUCTS AS

INDICATED ON DRAWINGS

LOW VOLTAGE HOME RUNS

120/208 V 120/240 V (SEE GEN. NOTE 4)A-3

A-3

MCP OR

CP-1

FT10

A 1

1/2

2S,2W

SIZE 2

UH-19

BUS DUCT

INTERCOM VOLUME CONTROL

INTERCOM SPEAKER - SURFACE MOUNTED

INTERCOM HANDSET - SURFACE MOUNTED

WITH REMOTE SPEAKER AMPLIFIER

INTERCOM HANDSET - FLUSH MOUNTED

WITH REMOTE SPEAKER AMPLIFIER

TO LOCATION INDICATED (SEE GEN. NOTE 4)

MAGNETIC STARTER

COMBINATION MAGNETIC STARTER

EXIT LIGHT

KEYLOCKDIRECT BURIED CABLE

OVERHEAD LINE

UNDERGROUND DUCT BANK

SD SMOKE DETECTOR

FVR

(RV) REDUCED VOLTAGE

(FVR) FULL VOLTAGE REVERSING

OTHERWISE INDICATED

VOLTAGE NON-REVERSING UNLESS

ALL STARTERS SHALL BE FULL

DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL

LATCHING CABLE SWITCH

X2X1

ETI

PRESS. ACTUATED SWITCH

FLOAT ACTUATED SWITCH

FLOW ACTUATED SWITCH

TEMP. ACTUATED SWITCH

TIME-DELAY FUSE

CONTROL RELAY COIL

TWO COIL LATCHING RELAY

TIMING RELAY COIL

120 VAC TRANSFORMER

SELECTOR SWITCH OPERATOR

WITH FUNCTION SHOWN

FIELD LOCATED STOP BUTTON

SOLENOID OR CLUTCH

ELAPSED TIME INDICATOR

MAINTAINED PUSH-PULL

OPERATOR

MAINTAINED STOP-START

PUSHBUTTON OPERATOR

ZERO SPEED OR ANTI-

PLUGGING SWITCH

LIMIT SWITCH-

NORMALLY OPEN

LIMIT SWITCH-

NORMALLY CLOSED

LIMIT SWITCH-NORMALLY

CLOSED-HELD OPEN

LIMIT SWITCH-NORMALLY

OPEN-HELD CLOSED

CONTROL RELAY

CONTACT-NORMALLY OPEN

CONTROL RELAY

CONTACT-NORMALLY CLOSED

TIMED CLOSED CONTACT

ON ENERGIZATION

TIMED OPEN CONTACT

ON ENERGIZATION

TIMED OPEN CONTACT

ON DE-ENERGIZATION

TIMED CLOSED CONTACT

ON DE-ENERGIZATION

MOMENTARY PUSHBUTTON

OPERATOR-NORMALLY OPEN

MOMENTARY PUSHBUTTON

OPERATOR-NORMALLY CLOSED

PUSHBUTTON OPERATOR

WITH MUSHROOM HEAD

PUSH-TO-TEST

INDICATING LIGHT

MAINTAINED STOP-

MOMENTARY START

PUSHBUTTON (JOG)

LOCAL TERMINALS WITH

EXTERNAL WIRING

TIMING RELAY

H A

INST.

(F)

INSTANTANEOUS CONTACTS

CONTROL CIRCUIT & PILOT DEVICE LEGEND

ALT

VPL

FLF

125V, 2P, DUPLEX, 3W RECEPTACLE INSTALLED ABOVE COUNTERTOP 5-20R

125V, 2P, QUAD, 3W RECEPTACLE 5-20R

M SWITCHBOX MOTION SENSOR WITH MANUAL OVERRIDE

M MOTION SENSOR

POLE MOUNTED LIGHT FIXTUREGROUND

TO NETWORK RACK

MT SWITCH, MOMENTARY, SPRING RETURN TO CENTER

CHKD:

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CITY PROJECT NO. 6751-B

E-B001

AMK

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F I L

E S

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I B

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C o p y r i g h t

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CITY PROJECT NO. 6751-B

EXISTING WATER PLANT

FIBER DEMARCATION

BOX

TERMINATE AND TEST ALL

FIBER STRANDS AT EXISTING

WATER PLANT AS DIRECTED

BY CITY IT.

CONTRACTOR SHALL

PROVIDE ADDITIONAL PATCH

PANEL TO TERMINATE NEW

FIBER CABLE.

TERMINATE AND TEST ALL

FIBER STRANDS AT WELL #44

FIBER DEMARCATION BOX

EXISTING IT PULL BOX #24

NEW WELL 44 IT PULL BOX

NEW IT PULL BOX #26

FIBER DEMARCATION

BOX

EXISTING IT PULL BOX #4

CONTROL PANEL

FIBER

SWITCH

NEW WELL NO. 48

HANDHOLE

FIBER DEMARCATION

BOX

EXISTING IT PULL BOX #15

NEW WELL NO. 47

HANDHOLE

FIBER DEMARCATION

BOX

EXISTING IT PULL BOX #19

NEW WELL NO. 46

HANDHOLE

FIBER DEMARCATION

BOX

EXISTING IT PULL BOX #21

NEW WELL NO. 45

HANDHOLE

72F SM WATER BLOCKED FIBER CABLE, #14

STRANDED COPPER LOCATE WIRE, MULE

TAPE IN EXISTING 2" CONDUIT. (TYP.)

CONTROL PANEL

FIBER

SWITCH

CONTROL PANEL

FIBER

SWITCH

CONTROL PANEL

FIBER

SWITCH

CONTROL PANEL

FIBER

SWITCH

2"C (6F SM) 2"C (6F SM) 2"C (6F SM) 2"C (6F SM)

2"C (6F SM)

GENERAL NOTES:

1. COVER CONDUIT TURN-UPS

WITH CONDUIT PUTTY TO

PREVENT DEBRIS FROM

ENTERING CONDUIT.

PS100 FIBER DROP

SCALE: NTS

TYPICAL WELL FIBER DROP

SCALE: NTS

E-B201

1"C (CAT 5e) 1"C (CAT 5e) 1"C (CAT 5e) 1"C (CAT 5e)

REFERENCE NOTES:

2"C (24F SM WATER BLOCKED

FIBER CABLE, #14 STRANDED COPPER

LOCATE WIRE, MULE TAPE).

2-4"C (72F SM WATER BLOCKED

FIBER CABLE, #14 STRANDED COPPER

LOCATE WIRE, MULE TAPE ).

NEW IT PULL BOX #27

EXISTING IT

PULL BOX #1

E-B201

F I B

G R

A M

AMR

KDC

BRW

E-B201

WELL 44 FIBER DROP

SCALE: NTS

E-B201

E-B309

2 2 2 2

EXISTING IT BOX #3 ON SHEET E-302

E-B302

E-B303 E-B304

E-B305 E-B306

E-B307

WELL NO.44

WELL NO.45

WELL NO.46

WELL NO.47

WELL NO.48

CHKD:

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CITY PROJECT NO. 6751-B

E-B301

C O

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RLM

BRWNKEY PLAN

SCALE: 1" = 400'

0 400'200' 800'

SCALE: 1" = 400'

NOTES:

1. UNDER NO CONDITIONS SHALL

CONTRACTOR OR ANYONE DRIVE

VEHICLES OR MACHINES ON

GOLF COURSE PROPERTY

BEFORE, DURING, OR AFTER

CONSTRUCTION IS COMPLETE.

NOTE:

1. ALL DISTURBED AREAS TO BE RESTORED TO IT'S PREVIOUS CONDITION.

CONNECT PROPOSED CONDUIT

TO EXISTING IT BOX #1.

CORE AND SEAL AS REQUIRED.

EXISTING IT BOX

#3 ON SHEET

E-B303

APPROXIMATELY

605' AWAY

7+00 8+00 9+00 10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

N0°00'00"E 623.61'

N89°57'04"E 430.25'

N70°33'35"E 4814.05'

TURN UP CONDUIT AND USE SMART LB BY

MADISON ELECTRIC, OR EQUIVALENT, TO

MAINTAIN BENDING RADIUS AND BRING FIBER

INTO EXISTING PS-100 ELECTRICAL ROOM.

COORDINATE WITH SCADA I&C AND CITY IT FOR

TERMINATION LOCATION.

PROPOSED

2 - 4" CONDUITS

SEE NOTE 3.

SEE SHEET E-B201.

NEW IT BOX #26

SEE NOTE 2. PLACE

100' OF EXTRA

COILED FIBER.

NEW IT BOX #27

SEE NOTE 2. PLACE

100' OF EXTRA

COILED FIBER.

PROPOSED

2 - 4" CONDUITS

SEE NOTE 3.

INSTALL SLIT

FENCE AS SHOWN

ON THIS PLAN

NCONDUIT LAYOUT PLAN

SCALE: 1" = 60'-0"

SCALE:

30' 60' 120'

1" = 60'

EXISTING IT

BOX #1

N:1761457.31 E: 620250.39

EXISTING IT

BOX #2

N: 1761522.71 E: 620717.37

NOTES:

1. REPLACE COVERS ON ALL EXISTING PULL BOXES WITH NEW HIGHLINE 50"X32" TIER 15

COVERS. COVERS TO BE STAMPED "FIBER OPTICS". SEE DETAIL 3 ON SHEET E-308.

2. NEW 24"X36"X24" VAULT. COVER TO BE TIER 15 TO BE STAMPED "FIBER OPTICS". SEE DETAIL

2 ON SHEET E-B310 AND DETAIL 2 ON SHEET E-B308.

3. 2 - 4" CONDUITS 36" BELOW GRADE. CONTRACTOR SHALL HAND DIG THESE AREAS TO

EXPOSE EXISTING UTILITIES AND DETERMINE EXACT LOCATION AND ELEVATIONS.

CONTRACTOR SHALL PROVIDE A SCALED PLAN AND PROFILE DRAWING OF EACH PIPE

DETAILING VERTICAL AND HORIZONTAL ALIGNMENT AT CROSSING. ALIGNMENT SHALL BE

APPROVED PRIOR TO ORDERING FIBER RUN MATERIALS.

4. ALL COORDINATES ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY EXACT LOCATIONS

OF PULL BOXES PRIOR TO CONSTRUCTION.

5. CONTRACTOR SHALL FIELD VERIFY THE ACTUAL LOCATION TO INSTALL NEW PULL BOXES,

AND CONDUITS FOR FIBER OPTIC CABLE AND ADJUST ACCORDINGLY TO AVOID CONFLICTS.

THE CONDUIT ROUTING IS SHOWN FOR ILLUSTRATION PURPOSE ONLY AND CONTRACTOR

SHALL FIELD ADJUST AS NEEDED. ALL INSTALLATION OF CONDUITS AND PULL BOXES SHALL

BE COORDINATED WITH OWNER FOR UTILITY EASEMENTS BOUNDARY. CONTRACTOR SHALL

REMOVE VEGETATION WITHIN CONDUIT ROUTING AND NEW PULL BOX LOCATIONS.

6. UNDER NO CONDITIONS SHALL CONTRACTOR OR ANYONE DRIVE VEHICLES OR MACHINES

ON GOLF COURSE PROPERTY BEFORE, DURING, OR AFTER CONSTRUCTION IS COMPLETE.

EXISTING 2" CONDUIT

(CONTRACTOR TO

CONFIRM CONDUIT SIZE)

286'

189'

E-B302

C O

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CITY PROJECT NO. 6751-B

N: 1761398.26 E: 620440.47

CONSTRUCTION ENTRANCE

E-B310

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

27+00

28+00

29+00

30+00

31+00

32+00

33+00

SF SF

EXISTING IT BOX #2 ON SHEET E-B302

EXISTING IT BOX #6 ON

SHEET E-B304

APPROXIMATELY

458' AWAY.

597'

590'

139'

25'

N70°33'35"E 4814.05'

40.5'

13.2'

N70°33'35"E 4814.05'

INSTALL SILT FENCE

AS SHOWN ON THIS

PLAN

NCONDUIT LAYOUT PLAN

SCALE: 1" = 60'-0"

SCALE:

30' 60' 120'

1" = 60' E-B303

C O

N D

O U

O . 2

BRW

KDC

BRW

EXISTING IT

BOX #3

PLACE 100' OF EXTRA

COILED FIBER.

N: 1761722.62 E: 621284.14

EXISTING IT

BOX #4

N: 1761915.89 E: 621850.23

EXISTING IT

BOX #5

N: 1762102.47 E: 622422.71

NOTES:

1. REPLACE COVERS ON ALL

EXISTING PULL BOXES

WITH NEW HIGHLINE

50"X32" TIER 15 COVERS.

COVERS TO BE STAMPED

"FIBER OPTICS". SEE

DETAIL 2 ON SHEET E-B310.

2. ALL COORDINATES ARE

APPROXIMATE.

CONTRACTOR TO FIELD

VERIFY EXACT LOCATIONS

OF PULL BOXES PRIOR TO

CONSTRUCTION.

3. UNDER NO CONDITIONS

SHALL CONTRACTOR OR

ANYONE DRIVE VEHICLES

OR MACHINES ON GOLF

COURSE PROPERTY

BEFORE, DURING, OR

AFTER CONSTRUCTION IS

COMPLETE.

4. 30" X 48" X 36" TIER 15

VAULT. COVER TO BE

STAMPED "FIBER OPTICS".

SEE DETAIL 2 ON SHEET

E-B310 AND DETAIL 2 ON

SHEET E-B308.

EXISTING

WELL NO. 48

WELL 48 HANDHOLD.

SEE NOTE 4.

CONTRACTOR SHALL COIL 25

ADDITIONAL FEET OF FIBER

INSIDE OF HANDHOLD.

N: 1761809.72 E: 621745.88

PROPOSED

2" CONDUIT.

SEE SHEET E-B201

E-B310

E-B309

CHKD:

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CITY PROJECT NO. 6751-B

32+00

33+00

34+00

35+00

36+00

37+00

38+00

39+00

40+00

41+00

42+00

43+00

44+00

45+00

46+00

47+00

48+00

EXISTING IT BOX #5 ON SHEET E-B303

533'

538'

N70°33'35"E 4814.05'

EXISTING IT BOX #9 ON

SHEET E-B305

APPOXIMATELY 250'

AWAY.

N70°33'35"E 4814.05'N70°33'35"E 4814.05'N70°33'35"E 4814.05'

NCONDUIT LAYOUT PLAN

SCALE: 1" = 60'-0"

SCALE:

30' 60' 120'

1" = 60' E-B304

C O

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BRWCHKD:

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C op yr ig ht : T et ra

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CITY PROJECT NO. 6751-B

EXISTING IT

BOX #8

N: 1762600.97 E: 623832.95

NOTES:

1. REPLACE COVERS ON ALL

EXISTING PULL BOXES

WITH NEW HIGHLINE

50"X32" TIER 15 COVERS.

COVERS TO BE STAMPED

"FIBER OPTICS". SEE

DETAIL 2 ON SHEET E-B310.

2. ALL COORDINATES ARE

APPROXIMATE.

CONTRACTOR TO FIELD

VERIFY EXACT LOCATIONS

OF PULL BOXES PRIOR TO

CONSTRUCTION.

3. UNDER NO CONDITIONS

SHALL CONTRACTOR OR

ANY UNAUTHORIZED

PERSON DRIVE VEHICLES

OR MACHINES ON GOLF

COURSE PROPERTY

BEFORE, DURING, OR

AFTER CONSTRUCTION IS

COMPLETE.

EXISTING IT

BOX #6

N: 1762250.80 E: 622821.41

EXISTING IT

BOX #7

PLACE 100' OF EXTRA

COILED FIBER.

N: 1762424.26 E: 623332.05

EXISTING IT

BOX #8

N: 1762600.97 E: 623832.95

UNDER NO CONDITIONS SHALL CONTRACTOR OR

ANY UNAUTHORIZED PERSON DRIVE VEHICLES OR

MACHINES ON GOLF COURSE PROPERTY BEFORE,

DURING, OR AFTER CONSTRUCTION IS COMPLETE.

UNDER NO CONDITIONS SHALL CONTRACTOR OR

ANY UNAUTHORIZED PERSON DRIVE VEHICLES OR

MACHINES ON GOLF COURSE PROPERTY BEFORE,

DURING, OR AFTER CONSTRUCTION IS COMPLETE.

48+00

49+00

50+00

51+00

52+00

53+00

54+00

55+00

56+00

57+00

58+00

59+00

60+00

61+00

62+00

63+00

64+00

65+00

N70°33'35"E 4814.05'

S79°58'15"E 635.38'

EXISTING IT BOX #12

ON SHEET E-B306

APPROXIMATELY

611' AWAY.

NCONDUIT LAYOUT PLAN

SCALE: 1" = 60'-0"

SCALE:

30' 60' 120'

1" = 60' E-B305

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CITY PROJECT NO. 6751-B

NOTES:

1. REPLACE COVERS ON ALL

EXISTING PULL BOXES

WITH NEW HIGHLINE

50"X32" TIER 15 COVERS.

COVERS TO BE STAMPED

"FIBER OPTICS". SEE

DETAIL 2 ON SHEET E-B310.

2. ALL COORDINATES ARE

APPROXIMATE.

CONTRACTOR TO FIELD

VERIFY EXACT LOCATIONS

OF PULL BOXES PRIOR TO

CONSTRUCTION.

EXISTING IT

BOX #9

N: 1762702.37 E: 624130.24

EXISTING IT

BOX #10

N: 1762976.06 E: 624893.88

EXISTING IT

BOX #11

PLACE 100' OF EXTRA

COILED FIBER.

N: 1762939.35 E: 625454.57

EXISTING IT

BOX #8 ON

SHEET

E-B304

820'

115' 457'

N: 1763000.48 E: 624980.07

C-501

CONTRACTOR TO INSTALL THE

TURBIDITY BARRIER DOWNSTREAM

OF THE EXISTING CONDUIT

(APPROXIMATELY SHOWN)

EXISTING IT BOX

#19 ON SHEET

E-B307

APPROXIMATELY

345' AWAY.

EXISTING IT BOX

#11 ON SHEET

E-B305

65+00

66+00

67+00

68+00

69+00

70+00

71+00

72+00

73+00

74+00

75+00

76+00

77+00

78+00

79+00

80+00

81+00

S79°58'15"E 635.38'

N68°21'37"E 352.53'

N68°21'37"E 500.00'

N68°21'37"E 600.00'

N68°22'47"E 1100.00'

NCONDUIT LAYOUT PLAN

SCALE: 1" = 60'-0"

SCALE:

30' 60' 120'

1" = 60'

EXISTING IT

BOX #12

N: 1763079.58 E: 626026.62

EXISTING IT

BOX #13

N: 1763177.03 E: 626265.80

EXISTING IT

BOX #14

N: 1763170.23 E: 626283.08

EXISTING IT

BOX #16

N: 1763260.40 E: 626536.56

EXISTING IT

BOX #17

N: 1763416.09 E: 626918.06

EXISTING IT

BOX #18

N: 1763472.32 E: 626948.57

EXISTING IT

BOX #15

PLACE 100' OF EXTRA

COILED FIBER.

N: 1763206.58 E: 626399.62

NOTES:

1. REPLACE COVERS ON ALL

EXISTING PULL BOXES

WITH NEW HIGHLINE

50"X32" TIER 15 COVERS.

COVERS TO BE STAMPED

"FIBER OPTICS". SEE

DETAIL 2 ON SHEET E-B308.

2. ALL COORDINATES ARE

APPROXIMATE.

CONTRACTOR TO FIELD

VERIFY EXACT LOCATIONS

OF PULL BOXES PRIOR TO

CONSTRUCTION.

3. 30" X 48" X 36" TIER 15

VAULT. COVER TO BE

STAMPED "FIBER OPTICS".

SEE DETAIL 2 ON SHEET

E-B310 AND DETAIL 2 ON

SHEET E-B308.

EXISTING

WELL NO. 47

WELL 47 HANDHOLD.

SEE NOTE 3.

CONTRACTOR SHALL COIL 25

ADDITIONAL FEET OF FIBER

INSIDE OF HANDHOLD.

N: 1763176.00 E: 626404.21

E-B309

E-B306

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BRW

KDC

BRW

258'

11' 121'

25'

147'

413'

N: 1762889.83 E: 625605.74

PROPOSED 2"

CONDUIT. SEE SHEET

E-B201.

CONSTRUCTION

ENTRANCE

E-B310

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CITY PROJECT NO. 6751-B

E-B310

INSTALL SILT FENCE AND TURBIDITY

BARRIER BETWEEN THE CONDUIT INSTALL

AND THE CANAL. TURBIDITY BARRIER

SHOULD BE INSTALLED ACROSS THE

CANAL AND DOWNSTREAM FROM THE

PROPOSED CONDUIT INSTALLATION.

81+00

82+00

83+00

84+00

85+00

86+00

87+00

88+00

89+00

90+00

91+00

92+00

93+00

94+00

95+00

96+00

97+00

98+00

EXISTING IT BOX #18 ON

SHEET E-B306

NCONDUIT LAYOUT PLAN

SCALE: 1" = 60'-0"

SCALE:

30' 60' 120'

1" = 60' E-B307

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CITY PROJECT NO. 6751-B

EXISTING IT

BOX #19

PLACE 100' OF EXTRA

COILED FIBER.

EXISTING IT

BOX #20

N: 1763750.20 E: 627854.23

EXISTING IT

BOX #21

N: 1763857.51 E: 628103.38

EXISTING IT

BOX #23

PLACE 100' OF EXTRA

COILED FIBER.

N: 1764014.84 E: 628498.92

EXISTING IT

BOX #24

N: 1764033.39 E: 628526.14

NEW WELL 44 IT

BOX.

SEE NOTE 2.

CONTRACTOR SHALL

COIL 25 ADDITIONAL

FEET OF FIBER INSIDE

OF HANDHOLD.

N: 1764044.29 E: 628631.71

EXISTING

WELL NO. 44

SEE NOTE 3

NOTES:

1. REPLACE COVERS ON ALL

EXISTING PULL BOXES

WITH NEW HIGHLINE

50"X32" TIER 15 COVERS.

COVERS TO BE STAMPED

"FIBER OPTICS". SEE

DETAIL 2 ON SHEET E-B310.

2. 30"X48"X36" VAULT ON

GRAVEL BASE OUTSIDE

SOUTHWEST CORNER OF

WELL 44. COVER TO BE

TIER 15 TO BE STAMPED

"FIBER OPTICS". SEE

DETAIL 2 ON SHEET E-B310

AND DETAIL 2 ON SHEET

E-B308.

3. CONDUIT INTO WELL NO.44

BUILDING BY EC UNDER

PACKAGE A.

4. ALL COORDINATES ARE

APPROXIMATE.

CONTRACTOR TO FIELD

VERIFY EXACT LOCATIONS

OF PULL BOXES PRIOR TO

CONSTRUCTION

5. 30" X 48" X 36" TIER 15

VAULT. COVER TO BE

STAMPED "FIBER OPTICS".

SEE DETAIL 2 ON SHEET

E-B310 AND DETAIL 2 ON

SHEET E-B308.

38'

25'

PROPOSED 2" CONDUIT.

SEE SHEET E-B201.

EXISTING IT

BOX #22

N: 1763976.10 E: 628396.61

570'

272'

32'

113'

EXISTING

WELL NO. 45

EXISTING

WELL NO. 46

WELL 45 HANDHOLD.

SEE NOTE 5.

CONTRACTOR SHALL COIL 25

ADDITIONAL FEET OF FIBER

INSIDE OF HANDHOLD.

N: 1763824.86 E: 627996.56

WELL 46 HANDHOLD.

SEE NOTE 5.

CONTRACTOR SHALL COIL 25

ADDITIONAL FEET OF FIBER

INSIDE OF HANDHOLD.

N: 1763560.30 E: 627344.88

56'

25'

23'

E-310

E-B309

104'

316' 110'

15.8'

43.2'

PROPOSED

2" CONDUIT.

SEE SHEET E-B201.

PROPOSED

2" CONDUIT.

SEE SHEET E-B201.

E-B310 CONSTRUCTION ENTRANCE

E-B310

INSTALL SILT FENCE AND TURBIDITY BARRIER

BETWEEN THE CONDUIT INSTALL AND THE

CANAL/INTERSTATE 95 HEADWALLS AT WELL

NO. 46. TURBIDITY BARRIER SHOULD BE

INSTALLED ACROSS THE CANAL AND CLOSE TO

THE INTERSTATE 95 HEADWALLS.

INSTALL SILT FENCE AND TURBIDITY BARRIER

BETWEEN THE CONDUIT INSTALL AND THE

CANAL AT WELL NO. 45. TURBIDITY BARRIER

SHOULD BE INSTALLED ACROSS THE CANAL

DOWNSTREAM FROM THIS WELL.

REFER TO CIVIL SITE PLAN (SHEET C-102) FOR SILT

FENCE AND TURBIDITY BARRIER LAYOUTS FOR THE

AREA AROUND THE PROPOSED WORK NEAR WELL 44

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CITY PROJECT NO. 6751-B

DETAIL 1

SCALE: NTS

IT PULL BOX IT PULL BOX

GENERAL NOTES:

1. CONTRACTOR SHALL FIELD LOCATE EXISTING

UTILITIES PRIOR TO BEGINNING DIRECTIONAL DRILL.

CONTRACTOR TO COORDINATE FIELD LOCATES

WITH PLANT SUPERINTENDENT AT 386-671-8870 TWO

WEEKS PRIOR TO BEGINNING DRILLING RELATED

ACTIVITIES.

2. CONTRACTOR SHALL SUBMIT PROFILE DRAWING OF

EACH HORIZONTAL DIRECTIONAL DRILL SHOWING

PROPOSED DEPTH AND EXISTING UTILITIES TO

OWNER AND ENGINEER FOR REVIEW AND APPROVAL

PRIOR TO BEGINNING DRILLING ACTIVITIES.

DETAIL 2

SCALE: NTS

20,000

E-B308

AMR

NOTES:

1. TRIPP LITE 6U LOCKABLE WALL MOUNT ENCLOSURE,

SRW6US OR EQUAL.

2. PATCH PANEL(S) FOR 1 X 24 STRAND, SINGLE MODE, LC

PLATES, CORNING CCH OR EQUAL.

4' X 6' X 3/4" PLYWOOD

SHEET WITH FIRE

RETARDANT PAINT

NOTE 1

TO WELL CP

NOTE 2

SM FOPP

CITY I.T / O.T. FIBER CABINET

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C o p y r i g h t

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CITY PROJECT NO. 6751-B

TYPICAL FIBER TERMINATION

EQUIPMENT LAYOUT 1

SCALE: NTS

TYPICAL FIBER CONDUIT

ENTRANCE INTO WELL BUILDING 2

SCALE: NTS

E-B310

E-B309

F I B

M I N

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AMR

CABLE ROUTING INCOMING CONDUIT TURBIDITY BARRIER

DETAIL4

SCALE: NTS

STAKED SILT FENCE

DETAIL1

SCALE: NTS CITY OF DAYTONA BEACH

ENGINEERING DIVISION

ST-13

R15'

(TYP)

6" STONE PAD, STONE

SIZE ASTM D448 SIZE #1

(1 1/2" TO 3 1/2" DIA.)

WOOD

GUARDRAILS.

(OPTIONAL)

50' 24'

CONSTRUCTION ENTRANCE DETAIL

DETAIL5

SCALE: NTS

STAKED TURBIDITY BARRIER

TIDAL CREEK

STREAM

LIMITS OF CONST.

SHORE LINE

BARRIERS

TURBIDITY

MOORING BUOY W/ANCHOR

TO CURRENT ACTION

BARRIER MOVEMENT DUE

ANCHOR

DREDGE OR FILL AREA

PILE LOCATIONS

LEGEND

LIMITS OF CONST.

SHORE LINE

" M

8"5' O

R M

O R

6' MAX.

POST (OPTIONS:

2"X4" OR 2 1/2"

MIN. DIA. WOOD;

STEEL 1.33

LBS/FT MIN.)

18 OZ. NYLON

REINFORCED

PVC FABRIC

(300 PSI TEST)

NOTES:

TURBIDITY BARRIERS SHALL BE STAKED TYPE. POSTS IN

STAKED TURBIDITY BARRIERS TO BE INSTALLED IN VERTICAL

POSITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

STRUCTURE ALIGNMENT

CURRENT

CAUSEWAY

EXISTING

SHORE LINE

100'

TYPICAL

PIC

100'

TYPICAL

100'

TYPICAL

PROPOSED

TOE OF SLOPE

NOTES:

1. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT

BODIES OF WATER REGARDLESS OF WATER DEPTH.

2. NUMBER AND SPACING OF ANCHORS DEPENDENT ON

CURRENT VELOCITIES.

3. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY

VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS.

4. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING

CONSTRUCTION OPERATIONS.

Approved Alternate FDOT - Staked Turbidity Barrier

State of Florida Erosion & Sediment Control Designer & Reviewer Manual Belted Silt Retention Fence (Priority 1)

DO NOT USE BELOW GRADE

(REF)

FOR EXISTING WALLS,

CORE OUT OPENING

AND SEAL WITH NON-

SHRINK GROUT

MECHANICAL LINK SEAL

PVC SCHED 40 SLEEVE

AND COUPLING. CEMENT

SLEEVE AND COUPLING

SECURELY

CONDUIT

SMART LB

INCOMING CONDUIT

COVER DETAIL

SURFACE

SKID RESISTANT

INDICATED.

PROVIDE LOGO AS

QUAZITE COMPOSOLITE OR EQUAL

PLAN

FIBER OPTICS

SECTION

CENTER PIN

PULL SLOT W/

22,500 LBS.

RATED FOR

NOTES:

1. HANDHOLES FOR LOW VOLTAGE CABLES INSTALLED IN PARKING LOTS, SIDEWALKS, AND

TURFED AREAS SHALL BE FABRICATED FROM AN AGGREGATE CONSISTING OF SAND AND

WITH CONTINUOUS WOVEN GLASS STRANDS HAVING AN OVERALL COMPRESSIVE

STRENGTH OF AT LEAST 10,000 PSI AND A FLEXURAL STRENGTH OF AT LEAST 5,000 PSI.

PULLBOX AND HANDHOLE COVERS IN SIDEWALKS, AND TURFED AREAS SHALL BE OF THE

SAME MATERIAL AS THE BOX. CONCRETE PULLBOXES SHALL CONSIST OF PRECAST

REINFORCED CONCRETE BOXES, EXTENSIONS, BASES, AND COVERS.

2. IN PAVED AREAS, FRAMES AND COVERS FOR HANDHOLE ENTRANCES IN VEHICULAR

TRAFFIC AREAS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE PAVING. IN

UNPAVED AREAS, THE TOP OF MANHOLE COVERS SHALL BE APPROXIMATELY 1/2" ABOVE

THE FINISHED GRADE.

TIER 15 COVER

NOT LESS THAN ONE

CABLE TO BE PLACED IN

TYPICAL CABLE ROUTING.

RACKS

CABLE

TYPICAL

COMPLETE LOOP

PROVIDE 3" OF

FDOT 57 STONE

BELOW AND

INSIDE HANDHOLE

DETAIL2

SCALE: NTS

DETAIL3

SCALE: NTS

CHKD:

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BID SET

G B

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CITY PROJECT NO. 6751-B

E-B310

01 GENERAL

G-B000

COVER

G-B001

17 ELECTRICAL

E-B001

E-B201

E-B301

E-B302

E-B303

E-B304

E-B305

E-B306

E-B307

E-B308

E-B309

E-B310

File details come from the government source that posted it. Updated Jul 1, 2025.