Attachment_1_-_CU101.pdf

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A1 UTILITY PLAN A4 KEY PLAN

B4 GENERAL UTILITY NOTES

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JUNE 2025

AS SHOWN

SEAL

SHEET

AVCON PROJECT NUMBER

APPROVED:

DESIGNED:

DRAWN:

DATE:

SCALE:

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2024.236.02

DANIEL J. NICKOLS, JR., P.E.

Lic. No. 78634

6-

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AVCON, INC.

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 - FAX: (407) 599-1133

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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NORTH

GENERAL UTILITY NOTES:

A. CONTRACTOR SHALL CONTACT ALL PUBLIC AND PRIVATE UTILITIES 48-HOURS PRIOR TO COMMENCING WORK. COST OF REPLACEMENT AND REPAIR OF EXISTING UTILITIES DAMAGED AS A RESULT OF THE

CONTRACTOR'S OPERATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

B. UTILITY VALVES AND CONNECTIONS ARE SCHEMATIC. LOCATIONS SHALL BE DETERMINED DURING

CONSTRUCTION.

C. CONTRACTOR SHALL OBTAIN CITY OF LEESBURG UNDERGROUND UTILITY PERMIT PRIOR TO BEGINNING

WORK.

D. OUT-OF-SERVICE (ABANDONED) BURIED UTILITIES ENCOUNTERED WITHIN THE PROPOSED PROJECT SHALL BE REMOVED AS DIRECTED BY THE UTILITY'S OWNER, INCIDENTAL TO P-152, UNCLASSIFIED

EXCAVATION.

E. CONFLICTS BETWEEN UNDERGROUND UTILITIES, I.E. WATER, ELECTRICAL, COMMUNICATIONS, GAS, AND STORM OR SANITARY SEWERS SHALL BE RESOLVED BY ADJUSTING THE UNDERGROUND UTILITIES AS NECESSARY, AND IS INCLUSIVE IN CONTRACTORS COST. GRAVITY SEWERS SHALL NOT BE ADJUSTED

WITHOUT PRIOR APPROVAL OF THE ENGINEER AND THE CITY OF LEESBURG.

F. ALL FITTINGS, VALVES, AND HYDRANT BRANCHES SHALL BE RESTRAINED AGAINST MOVEMENT BY USING

RESTRAINED JOINT SYSTEMS, PER NFPA 24: 8.6.1.

G. CORROSION PROTECTION FOR ALL UNDERGROUND BOLTED JOINT ACCESSORIES SHALL BE CLEANED

AND THOROUGHLY COATED WITH CORROSION-RETARDING MATERIAL AFTER INSTALLATION IN

ACCORDANCE WITH NFPA 24: 10.8.3.5.

H. THE MINIMUM DEPTH OF COVER TO PREVENT MECHANICAL DAMAGE SHALL BE 30-INCHES MEASURED FROM THE FINAL GRADE TO THE TOP OF THE PIPE OF ALL UNDERGROUND FIRE AND WATER MAINS. PIPE UNDER VEHICULAR TRAFFIC AREAS SHALL BE BURIED AT A MINIMUM DEPTH OF 3-FEET; IN ACCORDANCE

WITH NFPA 24: 10.4.

I. ANY PRIVATE DEDICATED UNDERGROUND FIRE MAINS AND FIRE HYDRANTS MUST BE INSTALLED BY A LICENSED FIRE CONTRACTOR CLASS I, II, OR V. COMBINATION FIRE MAINS (SHARED DOMESTIC AND FIRE PROTECTION SERVICE) AND FIRE HYDRANTS UP TO THE DEDICATED FIRE PROTECTION SYSTEM "POINT OF SERVICE" CAN BE INSTALLED BY A LICENSED UNDERGROUND UTILITY/EXCAVATION CONTRACTOR, GENERAL CONTRACTOR, OR PLUMBING CONTRACTOR. [FLORIDA STATUTES 633.021, 633.539, 489.105]

J. RELOCATION OF EXISTING UNDERGROUND WATER MAINS SHALL BE IN ACCORDANCE WITH ALL

APPLICABLE REQUIREMENTS OUTLINED IN NFPA 24, CURRENT EDITION, STANDARDS FOR THE

INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES.

K. CONTRACTOR IS RESPONSIBLE FOR UNDERGROUND ELECTRICAL CONDUIT, ELECTRICAL PULL BOXES, AND TRANSFORMER CONCRETE PAD INSTALLATION.

L. WATER MAIN CONNECTIONS SHALL BE MADE BY THE CITY OF LEESBURG, AND PAID FOR BY THE CONTRACTOR, ITEM SP-01, C-900, HIGH PRESSURE POTABLE WATER MAIN, INSTALLED TESTED, AND COMPLETE. IN AN EFFORT TO REDUCE THE CITY COSTS THAT ARE PASSED ON TO THE CONTRACTOR, THE CONTRACTOR MAY EXCAVATE AND EXPOSE THE WATER MAIN CONNECTION POINTS. COORDINATE WITH THE CITY OF LEESBURG AND THE ENGINEER TO ENSURE THAT EXCAVATIONS AND WATER MAIN

CONNECTIONS ARE NOT OPEN OR EXPOSED LONGER THAN NECESSARY/NEEDED.

M. WHEN DIGGING IN THE VICINITY OF EXISTING UTILITIES, KNOWN OR UNKNOWN, THE CONTRACTOR IS

ENCOURAGED TO HAND DIG TO AVOID CONFLICT AND/OR INCIDENT.

N. UTILITY ALLOWANCES HAVE BEEN INCLUDED IN THE PROJECT TO ACCOUNT FOR UNFORESEEN EXPENSES, PERMIT COSTS, OR ADDITIONALLY REQUIRED MATERIALS NOT SPECIFIED HEREIN. THIS

INCLUDES UTILITY ADJUSTMENTS FOR UNFORESEEN UTILITY CONFLICTS.

UTILITIES: POTABLE WATER, ELECTRIC/POWER, SANITARY SEWER,

RECLAIM WATER, AND GAS.

THE AUTHORITY HAVING JURISDICTION (AHJ) IS THE CITY OF LEESBURG.

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FIRE STATION

VETERANS ROAD

PARKING LOT

PROPOSED TAXILANE 2

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W

AY

U.S. HIGHWAY 441

NEW TRANSFORMER TO BE

INSTALLED BY CITY OF LEESBURG,

CONNECT PROPOSED

UNDERGROUND ELECTRICAL

SERVICE LINES, INCIDENTAL TO

ITEM SP-03. CONTRACTOR TO

INSTALL AHJ PROVIDED

CONCRETE TRANSFORMER PAD

AND STUB UP ELECTRICAL

CONDUITS AS DIRECTED BY THE

AHJ, SEE DETAIL B1/CU504 AND

B3/CU504. (TYP. OF 3)

NEW 2" PVC ELECTRICAL CONDUIT, ITEM

SP-03, INSTALL 2", PVC ELECTRCIAL

CONDUIT IN TURF, WITH CONTRACTOR

PROVIDED MULE TAPE. SEE DETAIL

A1/CU501.

NEW 8-INCH, DR-18 C-900, HIGH PRESSURE

POTABLE WATER MAIN, INSTALLED,

TESTED, AND COMPLETE, ITEM SP-01. SEE

DETAIL A3/CU502.

PROPOSED ROADWAY

LIGHTING TO BE INSTALLED

BY OTHERS. CONTRACTOR

SHALL INSTALL CONDUIT AND

STUB UP AT IDENTIFIED

LOCATIONS FOR

CONNECTION BY THE AHJ.

(TYP. OF 4)

NEW 12" X 8" X 12" HOT

TAP/ WET TAP

CONNECTING TO EXISTING

WATER MAIN, ITEM SP-01,

SEE DETAIL A4/CU502.

NEW GRAVITY SANITARY

FEEDER CLEAN OUTS, ITEM

SP-02, SEE DETAIL

B1/CU503, (TYP.)

PROP. SANITARY MANHOLE SMH-1,

ITEM SP-02, PRECAST OR CAST IN

PLACE CONCRETE DOG HOUSE

SANITARY SEWER MANHOLE,

RIM ELEV: 70.74'

NE INV: 66.10'

W INV: 66.07'

E INV: 66.07'

SEE DETAIL A3/CU503.

PROP. SANITARY MANHOLE

SMH-2, ITEM SP-02, PRECAST

CONCRETE SANITARY

SEWER MANHOLE,

RIM ELEV: 71.22'

SW INV: 66.65'

NW: 66.65'

NE INV: 66.65'

SEE DETAIL B3/CU503.

PROP. SANITARY MANHOLE

SMH-3, ITEM SP-02, PRECAST

CONCRETE SANITARY

SEWER MANHOLE,

RIM ELEV: 71.89'

SW INV: 67.31'

NW INV: 67.31'

NE INV: 67.31'

SEE DETAIL B3/CU503.

PROP. SANITARY MANHOLE

SMH-4, ITEM SP-02, PRECAST

CONCRETE SANITARY

SEWER MANHOLE,

RIM ELEV: 72.56'

SW INV: 67.96'

NW INV: 67.96'

NE INV: 67.96'

SEE DETAIL B3/CU503.

NEW MULLER MODEL SUPER CENTURION BLUE FIRE

HYDRANT, ITEM SP-01, FIRE HYDRANT ASSEMBLY,

INSTALLED, TESTED, AND COMPLETE WITH A 2-1/2"

SIAMESE FIRE DEPARTMENT CONNECTION WITH

LOCKING CAPS, SEE DETAIL C4/CU502 AND C1/CU503,

(TYP. of 2).

NEW 12" X 12" X 12" HOT-TAP/WET-TAP

CONNECTING TO EXISTING WATER MAIN,

ITEM SP-01, SEE DETAIL A4/CU502.

NEW 12" X 8" X 12" HOT TAP/WET

TAP CONNECTING TO EXISTING

WATER MAIN, ITEM SP-01, SEE

DETAIL A4/CU502.

NEW, 8-INCH, DR-18 C-900, HIGH PRESSURE

POTABLE WATER MAIN, INSTALLED,

TESTED, AND COMPLETE, ITEM SP-01. SEE

DETAIL A3/CU502.

NEW 12-INCH, DR-18 C-900,

HIGH PRESSURE POTABLE

WATER MAIN, INSTALLED,

TESTED, AND COMPLETE,

ITEM SP-01. SEE DETAIL

A3/CU502.

NEW 6" DR 18, C-900, HIGH PRESSURE

POTABLE WATER MAIN, INSTALLED,

TESTED, AND COMPLETE, ITEM SP-01. SEE

DETAIL A1/CU502.

NEW 12" X 6" X 12" HOT

TAP/WET TAP

CONNECTING TO EXISTING

WATER MAIN, ITEM SP-01,

SEE DETAIL C3/CU502.

NEW 12" X 6" X 12" HOT

TAP/WET TAP

CONNECTING TO EXISTING

WATER MAIN, ITEM SP-01,

SEE DETAIL C3/CU502.

PROPOSED POWER SHALL

CONNECT TO EXISTING

PRIMARY CABLE, CITY OF

LEESBURG UTILITIES SHALL

MAKE CONNECTIONS, ITEM

SP-03.

PROPOSED POWER LINE

SHALL CONNECT TO

EXISTING ELECTRICAL

PULL BOX, ITEM SP-03.

NEW TAXIWAY EDGE LIGHT, ITEM

L-125, NEW L-861(L), LED TAXIWAY

ELEVATED EDGE LIGHT AND BASE

CAN INSTALLED IN EARTH, (TYP.).

SEE DETAIL C3/CU501

NEW 2" PVC CONDUIT, ITEM L-110,

NON-ENCASED ELECTRICAL

CONDUIT, 2" PVC, SEE DETAIL

A1/CU501 AND B3/CU501

NORTH

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PO

SED

TAXILAN

E 1

NEW 6" PVC, SDR 26,

GRAVITY SEWER SERVICE

LINE, ITEM SP-02, (TYP.)

NEW WATER BLOWOFF, SEE

DETAIL C1/CU502, ITEM

SP-01, WATER BLOWOFF,

INSTALLED, TESTED, AND

COMPLETE, (TYP. OF 3)

PROP. SANITARY MANHOLE

SMH-5, ITEM SP-02, PRECAST

CONCRETE SANITARY

SEWER MANHOLE,

RIM ELEV: 72.88'

SW INV: 68.52'

NW INV: 68.52'

SEE DETAIL B3/CU503.

95 LF 6" PVC @

1.04%, ITEM SP-02

38 LF 6" PVC @

1.04%, ITEM SP-02

38 LF 6" PVC @

1.04%, ITEM SP-02

38 LF 6" PVC @

1.04%, ITEM SP-02

107 LF 8" PVC @

0.52%, ITEM SP-02

126 LF 8" PVC @

0.52%, ITEM SP-02

126 LF 8" PVC @

0.52%, ITEM SP-02

106 LF 8" PVC @

0.52%, ITEM SP-02

BLAST WALL

NEW 6" PVC, SDR 28,

GRAVITY SEWER SERVICE

LINE, ITEM SP-02, (TYP.)

NEW 6" PVC, SDR 28,

GRAVITY SEWER SERVICE

LINE, ITEM SP-02, (TYP.)

NEW 6" PVC, SDR 28,

GRAVITY SEWER SERVICE

LINE, ITEM SP-02, (TYP.)

L-823 AIRFIELD LIGHTING SPLICE TO

CONNECT TO EXISTING CIRCUIT. NEW

CIRCUITRY SHALL BE MEG TESTED

PRIOR TO CONNECTION.

CONTRACTOR SHALL HAND EXCAVATE, AND PROVIDE

AND INSTALL NEW CONDUIT AND CONDUCTOR SYSTEM,

BACKFILL AND SOD ACCORDINGLY, AND MAKE ALL

NECESSARY CONNECTIONS FOR A COMPLETE

WORKING SYSTEM IN PLACE.

L-823 AIRFIELD LIGHTING SPLICE TO

CONNECT TO EXISTING CIRCUIT. NEW

CIRCUITRY SHALL BE MEG TESTED

PRIOR TO CONNECTION.

CONTRACTOR SHALL LOCATE AND INTERCEPT THE

EXISTING CONDUIT SYSTEM AND EXTEND TO NEW

LIGHT BASE CAN. THE EXISTING CONDUIT SYSTEM

SHALL BE DEWATERED, CLEANED, AND

MANDRELLED. CONTRACTOR SHALL INCLUDE THE

DEWATERING, CLEANING, AND MANDRELLING IN

ITEM L-110.

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1C

1W2" 1-TK

1C 1W2"

SEE DETAIL B1/CU504 FOR

UTILITY CONFLICT DETAIL,

(TYP.)

SEE DETAIL B1/CU504 FOR

UTILITY CONFLICT DETAIL,

(TYP.)

NEW 6" X 6" X 6" "TEE"

SHALL BE INSTALLED ON

THE PROPOSED WATER

MAIN FOR FIRE HYDRANT

INSTALLATION, ITEM SP-01,

SEE DETAIL C3/CU502.

CONTRACTOR TO INSTALL

FULLY RESTORED BENDS AS

NEEDED.

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SEE DETAIL C1/CU504 FOR

UTILITY CONFLICT DETAIL,

(TYP.)

NEW 12" X 6" X 12" "HOT-TAP/WET-TAP"

CONNECTING TO EXISTING WATER MAIN,

ITEM SP-01, SEE DETAIL A4/CU502.

NEW, CITY OF LEESBURG

PROVIDED, CONTRACTOR

INSTALLED, ELECTRICAL

PULLBOX, (TYP. OF 5)

SITE LIGHTING POLE TO BE

REINSTALLED BY THE AHJ.

CONTRACTOR TO PROVIDE

CONDUIT STUB UPS FOR AHJ

CONNECTIONS

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