IFB_25_26-04_Bid_Plans__Ft_Mellon_Improvement.pdf

NTS

LOCATION OF PROJECT

SEMINOLE COUNTY, FL

MAP OF FLORIDA

PROJECT LOCATIONLOCATION MAP

SANFORD - FT. MELLON PARK IMPROVEMENTS

SEMINOLE COUNTY, FLORIDA

CONSTRUCTION PLANS

30-19-31-515-0100-000

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

Phone: (407) 423-8398 Fax: (407) 843-1070 Contact:

Civil engineering - Aimee Shields, PE Landscape architecture - Ruth Perry, PLA Structural Engineering, Ali Awqati, PE

CIVIL ENGINEERING AND LANDSCAPE ARCHITECTURE

L & S Diversified

Casselberry, FL 32707

Professional Surveyors and Mappers

489 State Road 436, Suite 117

Phone: (407) 681-3836 Contact: INFO@LSSURVEYOR.COM

Andreyev Engineering, Inc.

Sanford, FL 32771

Geotechnical Services

4055 St. Johns Parkway

Phone: (407) 330-7763 Contact: Shawkat Ali, Ph, D., P.E.

Parks & Recreation Dept.

Sanford, FL 32771

Operations Manager - City of Sanford

300 N. Park Ave.

Phone: (407) 688-5000 ext. 5423 Contact: Robert Beall

401 E. SEMINOLE BLVD.

SANFORD, FL. 32771

EPG Engineering

Orlando, FL 32806

Electrical Engineering

1325 S. Bumby Ave.

Phone: (407) 797-7799 Contact: Mohsen Faraji

NORTH

GAI Consultants, INC.

Taylor & Taylor Engineering

Apopka, FL 32712

Electrical Engineering

3664 Rolling Hills Lanes

Phone: (407) 703-3444 Contact: Randy S. Taylor

IFB-25/26-04

LAKE

CAROLA

FORT MELLON

AMPHITHEATER

0 40' 80'

FULL SCALE: 1"=40'

HALF SCALE: 1"=80'

PROJECT

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

DATE:

APPROVED:

A GAI CONSULTANTS, INC SERVICE GROUP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398

CERTIFICATE OF AUTHORIZATION: EB9951

gai consultants

FT MELLON PARK

IMPROVEMENTS

FORT MELLON PARK,

SANFORD, FL 32771

CONSTRUCTION

DOCUMENTS

CONSULTANTS

R241241.01

07.18.2025

CDA

JTC

AJS

AMPHITHEATER

C-0.01

KEY SHEET

FT. MELLON PARK

IMPROVEMENT BID SET

SEMINOLE COUNTY, FLORIDA

CONSTRUCTION PLANS

PROJECT

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

DATE:

APPROVED:

A GAI CONSULTANTS, INC SERVICE GROUP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398

CERTIFICATE OF AUTHORIZATION: EB9951

gai consultants

FT MELLON PARK

IMPROVEMENTS

FORT MELLON PARK,

SANFORD, FL 32771

CONSTRUCTION

DOCUMENTS

CONSULTANTS

R241241.01

07.18.2025

CDA

JTC

AJS

AMPHITHEATER

C-0.02

GENERAL

NOTES

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

DATE:

APPROVED:

A GAI CONSULTANTS, INC SERVICE GROUP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398

CERTIFICATE OF AUTHORIZATION: EB9951

gai consultants

FT MELLON PARK

IMPROVEMENTS

FORT MELLON PARK,

SANFORD, FL 32771

CONSTRUCTION

DOCUMENTS

CONSULTANTS

R241241.01

07.18.2025

CDA

JTC

AJS

AMPHITHEATER

C-0.03

SWPPP

NOTES

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

DATE:

APPROVED:

A GAI CONSULTANTS, INC SERVICE GROUP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398

CERTIFICATE OF AUTHORIZATION: EB9951

gai consultants

FT MELLON PARK

IMPROVEMENTS

FORT MELLON PARK,

SANFORD, FL 32771

CONSTRUCTION

DOCUMENTS

CONSULTANTS

R241241.01

07.18.2025

CDA

JTC

AJS

AMPHITHEATER

C-0.04

SWPPP

DETAILS

0 50' 100'

FULL SCALE: 1"=50'

HALF SCALE: 1"=100'

C-0.05

DEWATERING

PLAN

A

B

C

D

E

F

12345678

12345678

CONSULTANTS

PROJECT

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

R230405.00

DATE: 11.29.2024

APPROVED:

FT MELLON PARK

IMPROVEMENTS

A GAI CONSULTANTS, INC SERVICE GROUP

FORT MELLON PARK,

SANFORD, FL 32771

CDA

JDP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398 gai consultants

AJS

CONSTRUCTION

DOCUMENTS

06/13/20251 CITY COMMENTS

09/25/20252 SURV. DATUM ISSUE RESOLUTION

LAKE CAROLA

DEWATERING CALCULATIONS

DEWATERING VOLUME:

TOTAL PUMPING RATE (GPM): 500

TOTAL DEWATERING VOLUME (MGAL): 1.70

TOTAL DEWATERING VOLUME PER DAY (MGD): 0.72

DEWATERING TIME OF WET POND (DAYS): 2

DEWATERING DURATION:

VOLUME TO BE EXCAVATED (AC-FT): 5.22

VOLUME TO BE DEWATERED (YD3): 8422.02

EXCAVATION RATE (CY/DAY): 4000

DAYS TO DRAWDOWN (DAYS): 2

DAYS TO EXCAVATE (DAYS): 2

TOTAL DEWATERING TIME (DAYS): 4

0 20' 40'

FULL SCALE: 1"=20'

HALF SCALE: 1"=40'

C-1.0

DEMO

SWPPP PLAN

A

B

C

D

E

F

12345678

12345678

CONSULTANTS

PROJECT

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

R230405.00

DATE: 11.29.2024

APPROVED:

FT MELLON PARK

IMPROVEMENTS

A GAI CONSULTANTS, INC SERVICE GROUP

FORT MELLON PARK,

SANFORD, FL 32771

CDA

JDP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398 gai consultants

AJS

CONSTRUCTION

DOCUMENTS

06/13/20251 CITY COMMENTS

09/25/20252 SURV. DATUM ISSUE RESOLUTION

LAKE CAROLA

0 30' 60'

FULL SCALE: 1"=30'

HALF SCALE: 1"=60'

PROJECT

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

DATE:

APPROVED:

A GAI CONSULTANTS, INC SERVICE GROUP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398

CERTIFICATE OF AUTHORIZATION: EB9951

gai consultants

FT MELLON PARK

IMPROVEMENTS

FORT MELLON PARK,

SANFORD, FL 32771

CONSTRUCTION

DOCUMENTS

CONSULTANTS

R241241.01

07.18.2025

CDA

JTC

AJS

AMPHITHEATER

C-1.5

DEMO

SWPPP PLAN

L 77

L

C7

C76

C97

C98 C99

C

C101

C102

C103

C104

C105

C106

C107

0 30' 60'

FULL SCALE: 1"=30'

HALF SCALE: 1"=60'

C-2.0

SITE PLANA

B

C

D

E

F

12345678

12345678

CONSULTANTS

PROJECT

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

R230405.00

DATE: 11.29.2024

APPROVED:

FT MELLON PARK

IMPROVEMENTS

A GAI CONSULTANTS, INC SERVICE GROUP

FORT MELLON PARK,

SANFORD, FL 32771

CDA

JDP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398 gai consultants

AJS

CONSTRUCTION

DOCUMENTS

06/13/20251 CITY COMMENTS

09/25/20252 SURV. DATUM ISSUE RESOLUTION

LAKE CAROLA

HALF SCALE: 1"=60'

PROJECT

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

DATE:

APPROVED:

A GAI CONSULTANTS, INC SERVICE GROUP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398

CERTIFICATE OF AUTHORIZATION: EB9951

gai consultants

FT MELLON PARK

IMPROVEMENTS

FORT MELLON PARK,

SANFORD, FL 32771

CONSTRUCTION

DOCUMENTS

CONSULTANTS

R241241.01

07.18.2025

CDA

JTC

AJS

AMPHITHEATER

C-2.5

SITE PLAN

HALF SCALE: 1"=60'

C-3.0

GRADING

PLAN

A

B

C

D

E

F

12345678

12345678

CONSULTANTS

PROJECT

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

R230405.00

DATE: 11.29.2024

APPROVED:

FT MELLON PARK

IMPROVEMENTS

A GAI CONSULTANTS, INC SERVICE GROUP

FORT MELLON PARK,

SANFORD, FL 32771

CDA

JDP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398 gai consultants

AJS

CONSTRUCTION

DOCUMENTS

06/13/20251 CITY COMMENTS

09/25/20252 SURV. DATUM ISSUE RESOLUTION

LAKE CAROLA

HALF SCALE: 1"=60'

PROJECT

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

DATE:

APPROVED:

A GAI CONSULTANTS, INC SERVICE GROUP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398

CERTIFICATE OF AUTHORIZATION: EB9951

gai consultants

FT MELLON PARK

IMPROVEMENTS

FORT MELLON PARK,

SANFORD, FL 32771

CONSTRUCTION

DOCUMENTS

CONSULTANTS

R241241.01

07.18.2025

CDA

JTC

AJS

AMPHITHEATER

C-3.5

GRADING

DRAINAGE

PLAN

" T

YP

. PIPE O.D.

TRENCH WIDTH VARIES

WITH SIZE OF PIPE

" L

IF

TS

M

AX

IM

U

M

TR

EN

C H

B

AC

KF

IL

L (S

EE

N

O

TE

PI

PE

B

ED

D

IN

G (S

EE

N

O

TE

C-4.0

DETAIL

SHEET

A

B

C

D

E

F

12345678

12345678

CONSULTANTS

PROJECT

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

R230405.00

DATE: 11.29.2024

APPROVED:

FT MELLON PARK

IMPROVEMENTS

A GAI CONSULTANTS, INC SERVICE GROUP

FORT MELLON PARK,

SANFORD, FL 32771

CDA

JDP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398 gai consultants

AJS

CONSTRUCTION

DOCUMENTS

06/13/20251 CITY COMMENTS

09/25/20252 SURV. DATUM ISSUE RESOLUTION

LAKE CAROLA

C-4.1

DETAIL

SHEET

A

B

C

D

E

F

12345678

12345678

CONSULTANTS

PROJECT

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

R230405.00

DATE: 11.29.2024

APPROVED:

FT MELLON PARK

IMPROVEMENTS

A GAI CONSULTANTS, INC SERVICE GROUP

FORT MELLON PARK,

SANFORD, FL 32771

CDA

JDP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398 gai consultants

AJS

CONSTRUCTION

DOCUMENTS

06/13/20251 CITY COMMENTS

09/25/20252 SURV. DATUM ISSUE RESOLUTION

LAKE CAROLA

S-1.0

WALL

DETAILS

A

B

C

D

E

F

12345678

12345678

CONSULTANTS

PROJECT

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

R230405.00

DATE: 02.03.2025

APPROVED:

LAKE CAROLA

IMPROVEMENTS

A GAI CONSULTANTS, INC SERVICE GROUP

FORT MELLON PARK,

SANFORD, FL 32771

CMM

AZA

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398 gai consultants

NOT FOR

CONSTRUCTION

KLL

CONSTRUCTION

DOCUMENTS

FT MELLON PARK

IMPROVEMENTS

" T

YP

PIPE O.D.

TRENCH WIDTH VARIES

WITH SIZE OF PIPE

" L

IF

TS

M

AX

IM

U

M

TR

EN

C H

B

AC

KF

IL

L (S

EE

N

O

TE

PI

PE

B

ED

D

IN

G (S

EE

N

O

TE

PROJECT

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

DATE:

APPROVED:

A GAI CONSULTANTS, INC SERVICE GROUP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398

CERTIFICATE OF AUTHORIZATION: EB9951

gai consultants

FT MELLON PARK

IMPROVEMENTS

FORT MELLON PARK,

SANFORD, FL 32771

CONSTRUCTION

DOCUMENTS

CONSULTANTS

R241241.01

07.18.2025

CDA

JTC

AJS

AMPHITHEATER

C-4.5

CIVIL DETAIL

SHEET

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

DATE:

APPROVED:

A GAI CONSULTANTS, INC SERVICE GROUP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398

CERTIFICATE OF AUTHORIZATION: EB9951

gai consultants

FT MELLON PARK

IMPROVEMENTS

FORT MELLON PARK,

SANFORD, FL 32771

CONSTRUCTION

DOCUMENTS

CONSULTANTS

R241241.01

07.18.2025

CDA

JTC

AJS

AMPHITHEATER

SITE DETAILS

SD100

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

DATE:

APPROVED:

A GAI CONSULTANTS, INC SERVICE GROUP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398

CERTIFICATE OF AUTHORIZATION: EB9951

gai consultants

FT MELLON PARK

IMPROVEMENTS

FORT MELLON PARK,

SANFORD, FL 32771

CONSTRUCTION

DOCUMENTS

CONSULTANTS

R241241.01

07.18.2025

CDA

JTC

AJS

AMPHITHEATER

SITE DETAILS

SD101

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

DATE:

APPROVED:

A GAI CONSULTANTS, INC SERVICE GROUP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398

CERTIFICATE OF AUTHORIZATION: EB9951

gai consultants

FT MELLON PARK

IMPROVEMENTS

FORT MELLON PARK,

SANFORD, FL 32771

CONSTRUCTION

DOCUMENTS

CONSULTANTS

R241241.01

07.18.2025

CDA

JTC

AJS

AMPHITHEATER

SITE DETAILS

SD102

ELEVATION

PLAN VIEW

POLIGON AMPHITHEATER

N.T.S. FILE NAME: xr-wall plan_base bid

AutoCAD SHX Text SHEET NOTES: 1. ALL CAST STONE PRODUCTS BY OLDE ALL CAST STONE PRODUCTS BY OLDE TYME CONSTRUCTION, INC. (863)824-2260, OR APPROVED EQUAL 2. ATTACH CAST STONE PANEL PER ATTACH CAST STONE PANEL PER MANUFACTURER SPECIFICATIONS

AutoCAD SHX Text This drawing was produced with computer aided drafting technology and is supported by electronic drawing files. Do not revise this drawing via manual drafting methods.

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SD102

AutoCAD SHX Text

AutoCAD SHX Text CAST STONE ON BACKSIDE OF WALL, INSTALL 8" MIN BELOW GRADE TO FULL COVERAGE DEPENDING ON SLOPING GRADE

AutoCAD SHX Text

WALL CAP, SEE ENLARGED DETAIL

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

PROMENADE WALK SEE DETAILS

AutoCAD SHX Text

CONC. FOOTER TO 3,000 PSI WITH #5 BARS AT 10" O.C.E.W (CENTERED)

AutoCAD SHX Text

COMPACTED SUBGRADE TO 98% MOD. PROCTOR, T-180

AutoCAD SHX Text

12" PREMOULDED EXPANSION PREMOULDED EXPANSION JOINT, FULL DEPTH

AutoCAD SHX Text

8X8X16 CMU

AutoCAD SHX Text 2" CAST STONE PANEL, ALL EXPOSED CMU SIDES. TYPICAL PANEL SIZE: 2'x4' COLOR: CAFE FINISH: ROCKFACE

AutoCAD SHX Text

#5 BARS AT 10" O.C.E.W, CENTERED IN SLAB

AutoCAD SHX Text

8X8X16 CMU ABOVE

AutoCAD SHX Text

CONCRETE FOOTER PLAN

AutoCAD SHX Text

2' WIDE SEAT WALL DETAIL - PLAN & SECTION

AutoCAD SHX Text

AutoCAD SHX Text

SD102

AutoCAD SHX Text 1" = 1-0"

AutoCAD SHX Text FILE NAME: 2' seatwall

AutoCAD SHX Text

AutoCAD SHX Text

SD100

AutoCAD SHX Text

EDGE OF CONCRETE FOOTER

AutoCAD SHX Text

2" CAST STONE PANEL

AutoCAD SHX Text

8X8X16 CMU, FILL WITH CONCRETE, EVERY OTHER CELL

AutoCAD SHX Text

WALL PLAN

AutoCAD SHX Text

EDGE OF CONCRETE FOOTER, BELOW

AutoCAD SHX Text

EDGE OF WALL CAP

AutoCAD SHX Text

CONCRETE FOOTER

AutoCAD SHX Text

WALL CAP

AutoCAD SHX Text

CMU

AutoCAD SHX Text

CONCRETE FOOTER

AutoCAD SHX Text

AutoCAD SHX Text

SD101

AutoCAD SHX Text

#5 BARS CENTERED IN CELL

AutoCAD SHX Text

WALL CAP

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

#5 BAR CENTERED IN FILLED CELL. FILL CELL WITH 3,000 PSI CONCRETE

AutoCAD SHX Text

CONC. LINTEL, 3,000 PSI

AutoCAD SHX Text

10X8X16 CMU

AutoCAD SHX Text

4X8X16 CMU

AutoCAD SHX Text

CLEAN FILL

AutoCAD SHX Text

WALL WIDTH

AutoCAD SHX Text

WALL WIDTH

AutoCAD SHX Text

NOTE: SEE SITE LAYOUT PLANS FOR T.O.W. ELEVATIONS

AutoCAD SHX Text

#57 STONE WRAPPED IN MIRAFI 14N FILTER FABRIC, OVERLAP FABRIC EDGES

AutoCAD SHX Text

WATERPROOFING

AutoCAD SHX Text

LOCALLY SOURCED WELL DRAINING TOPSOIL

AutoCAD SHX Text PAVILION NOTES 1. POLIGON WILL FURNISH AND INSTALL THE PAVILION POLIGON WILL FURNISH AND INSTALL THE PAVILION 2. CONTRACTOR WILL NEED TO COORDINATE/SCHEDULE CONTRACTOR WILL NEED TO COORDINATE/SCHEDULE WITH POLIGON DURING CONSTRUCTION.

AutoCAD SHX Text C

AutoCAD SHX Text

L OF PAVILION

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

DATE:

APPROVED:

A GAI CONSULTANTS, INC SERVICE GROUP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398

CERTIFICATE OF AUTHORIZATION: EB9951

gai consultants

FT MELLON PARK

IMPROVEMENTS

FORT MELLON PARK,

SANFORD, FL 32771

CONSTRUCTION

DOCUMENTS

CONSULTANTS

R241241.01

07.18.2025

CDA

JTC

AJS

AMPHITHEATER

SITE DETAILS

SD103

8 x 8 x 16 CMU

#5 BARS

CONT. E.W.

FINISH GRADE

4'-8"

2' -0

#5 BARS @ CORNERS

& 16" O.C., CONT. FILL

ALL CELLS WITH 3000

PSI CONCRETE

COMPACTED SUBGRADE

TO 98% MOD. PROCTOR,

T-180.

6"

3/4" STUCCO AND

PAINT ALL EXPOSED

CMU SIDES

LED SCREEN WALL - SECTION

1/2" = 1'-0" FILE NAME: dump-sec

1' -0

1 X 6 HARDIE BOARD TRIM

1 X 6 HARDIE BOARD TRIM,

BOTH SIDES

FINISH GRADE

CONC SLAB

CMU OR PIP CONC WALL

CONCRETE FOOTING 6" PIP CONC WALL

PAVILION COLUMN

CL CL

SEE PILATERS DETAIL

FOR CLADING AND

DECORATIVE CAP

PIP CONC

PILASTER WALL

CMU OR PIP CONC

WALL

LED SCREENS

#5 BARS @ CORNERS

& 12" O.C., WITH 3000

PSI CONCRETE

#5 BARS AT 10" O.C.E.W,

CENTERED IN SLAB

8X8X16 CMU ABOVE

EDGE OF CONCRETE FOOTER

LED SCREENS

960 mm x 960 mm

LED SCREEN WALL - PLAN VIEW

1/4" = 1'-0" FILE NAME: wall-plan_add alt

LED SCREEN WALL - ELEVATION

1/4" = 1'-0" FILE NAME: wall-plan

PAVILION FOOTING

LED WALL FOOTING

PILATER COLUMN

SEE DETAIL

8" CMU WALL

2 X 4 PTP COLUMN WRAP

WITH 1 X 6 HARDIE BOARD

TRIM, COLOR TBD

LED SCREEN

PAVILION FOOTING

LED WALL FOOTING

8" CMU WALL

2 X 4 PTP COLUMN WRAP WITH 1 X 6

HARDIE BOARD TRIM

1 X 6 HARDIE BOARD TRIM

ADD ALT

AutoCAD SHX Text This drawing was produced with computer aided drafting technology and is supported by electronic drawing files. Do not revise this drawing via manual drafting methods.

AutoCAD SHX Text

SEAL

AutoCAD SHX Text M4

AutoCAD SHX Text M4

AutoCAD SHX Text M4

AutoCAD SHX Text M4

AutoCAD SHX Text M4

AutoCAD SHX Text M4

AutoCAD SHX Text M4

AutoCAD SHX Text M4

AutoCAD SHX Text M4

AutoCAD SHX Text M4

AutoCAD SHX Text M4

AutoCAD SHX Text M4

AutoCAD SHX Text

WALL PLAN

AutoCAD SHX Text

CONCRETE FOOTER PLAN

AutoCAD SHX Text

CONCRETE FOOTER

AutoCAD SHX Text

AutoCAD SHX Text L101

AutoCAD SHX Text

SD103

AutoCAD SHX Text

AutoCAD SHX Text

SD103

AutoCAD SHX Text

AutoCAD SHX Text PAVILION NOTES 1. POLIGON WILL FURNISH AND INSTALL THE PAVILION POLIGON WILL FURNISH AND INSTALL THE PAVILION 2. CONTRACTOR WILL NEED TO COORDINATE/SCHEDULE CONTRACTOR WILL NEED TO COORDINATE/SCHEDULE WITH POLIGON DURING CONSTRUCTION.

AutoCAD SHX Text C

AutoCAD SHX Text

L OF PAVILION

AutoCAD SHX Text

SD103

AutoCAD SHX Text

CAN

CAN

CAN

CAN

CAN

CAN

CAN

CAN

CAN

CAN

CAN

CAN

QV

ZPU

CAN

QV

QV

LEG

QV

ZPU

CAN

ZPU

ZPU

ZPU

ZPU

7,901 sf

SOD1

TZ (6,310 sf)

(350) Juncus effusus

(350) Pontederia cordata

(350) Sagittaria latifolia

SYMBOL CODE QTY BOTANICAL / COMMON NAME CONTAINER SIZE NATIVE/NON-NATIVE

TREES

QV 5 QUERCUS VIRGINIANA / LIVE OAK 3" CAL. MIN. 12'-14' HT X 5'-6' SPRD NATIVE

SHRUBS

CAN 118 CANNA X GENERALIS / CANNA 3 GAL. 15"-18" HT, NON-NATIVE

ZPU 34 ZAMIA PUMILA / COONTIE 7 GAL 18"-24" O.A., FULL & THICK NATIVE

SYMBOL CODE QTY BOTANICAL / COMMON NAME CONTAINER SIZE NATIVE/NON-NATIVE SPACING

SHRUB AREAS

LEG 412 LIRIOPE MUSCARI 'BIG BLUE' / LIRIOPE 1 GAL. 6-8 PPP, FULL & THICK NON-NATIVE 24" o.c.

SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE SPACING

GROUND COVERS

6,310 SF TZ

JE 350 JUNCUS EFFUSUS / SOFT RUSH BARE ROOT 33.33% @ 30" o.c.

PC 350 PONTEDERIA CORDATA / PICKEREL WEED BARE ROOT 33.33% @ 30" o.c.

SL 350 SAGITTARIA LATIFOLIA / DUCK POTATO BARE ROOT 33.33% @ 30" o.c.

SOD

SOD1 7,901 SF ST AUGUSTINE 'PRO VISTA' SOD

2025-06-05 09:01

PLANT SCHEDULE

0 30' 60'

FULL SCALE: 1"=30'

HALF SCALE: 1"=60'

L-100

LANDSCAPE

PLAN

A

B

C

D

E

F

12345678

12345678

CONSULTANTS

PROJECT

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

R230405.00

DATE: 11.29.2024

APPROVED:

FT MELLON PARK

IMPROVEMENTS

A GAI CONSULTANTS, INC SERVICE GROUP

FORT MELLON PARK,

SANFORD, FL 32771

PPM

RP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398 gai consultants

RP

CONSTRUCTION

DOCUMENTS

LAKE CAROLA

NOTES:

1. CONTRACTOR TO PROVIDE 3" OF SHREDDED CYPRESS MULCH, GOLD IN

ALL LANDSCAPE BEDS AND AT EACH TREE PER DETAIL

2. TZ = TRANSITION ZONE - ALTERNATE SPECIES IN GROUPS OF 30

SYMBOL CODE QTY BOTANICAL / COMMON NAME CONTAINER SIZE REMARKS

SHRUBS

PMA 133 PODOCARPUS MACROPHYLLA / PODOCARPUS 7 GAL. 36"-48" HT. X 18", FULL FULL & THICK, 36" O.C.

SYMBOL CODE QTY BOTANICAL / COMMON NAME CONTAINER SIZE SPACING REMARKS

SOD

SOD1 39,080 SF ST AUGUSTINE 'PRO VISTA' SOD 12"X18" SOLID SOD PIECES 12"X18" SOLID SOD PIECES

PLANT SCHEDULE

0 30' 60'

FULL SCALE: 1"=30'

HALF SCALE: 1"=60'

PROJECT

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

DATE:

APPROVED:

A GAI CONSULTANTS, INC SERVICE GROUP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398

CERTIFICATE OF AUTHORIZATION: EB9951

gai consultants

FT MELLON PARK

IMPROVEMENTS

FORT MELLON PARK,

SANFORD, FL 32771

CONSTRUCTION

DOCUMENTS

CONSULTANTS

R241241.01

07.18.2025

CDA

JTC

AJS

AMPHITHEATER

L-200

LANDSCAPE

PLAN

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

DATE:

APPROVED:

A GAI CONSULTANTS, INC SERVICE GROUP

618 E. SOUTH STREET

SUITE 700

ORLANDO, FL 32801

407 423-8398

CERTIFICATE OF AUTHORIZATION: EB9951

gai consultants

FT MELLON PARK

IMPROVEMENTS

FORT MELLON PARK,

SANFORD, FL 32771

CONSTRUCTION

DOCUMENTS

CONSULTANTS

R241241.01

07.18.2025

CDA

JTC

AJS

AMPHITHEATER

L-201

LANDSCAPE

PLAN

LANDSCAPE NOTES:

1. In the event of variation between the quantities shown on the plant list and the plans, the plans shall control. Sod & Mulch quantity take-offs are the responsibility of the landscape contractor.

2. No plant material substitutions shall be permitted or will be accepted without the written consent of the Landscape Architect.

3. All plantings shall be backfilled with the best of the on-site soil.

4. The landscape contractor is responsible for the immediate repair, at his/her own expense, to any on-site utilities damaged by these landscape construction operations.

5. It is the responsibility of the landscape contractor to prevent plants from falling or being blown over.

The landscape contractor shall straighten, repair, and/or replace any plants damaged by a failure to properly stake or guy any trees on-site, at his/her own expense. The landscape contractor shall not be responsible for any trees blown over or damaged by winds in excess of 50 miles per hour.

6. Unless otherwise stated on these plans, the landscape contractor shall only be responsible for fine grading of the planting and sodding areas. Fine grading is described as the final .10 of grade to be achieved.

7. The landscape contractor shall assure that this work does not interrupt existing or projected drainage patterns.

8. All sod must be placed with staggered joints, tightly butted, with no gaps or overlapping pieces. All sod shall be rolled.

9. All planting beds shall be top dressed with 3" of pine bark nugget mulch.

10. The landscape contractor shall remove his/her excess waste material from the project site on a daily basis.

11. Maintenance shall be the responsibility of the landscape contractor until such time as final acceptance of the project has been granted by the Landscape Architect. Maintenance shall include watering, mulching, weeding, pruning, replacement of dead and dying plants, cutting sod and any other operation necessary for the proper care of these plants.

12. All trees, shrubs, ground covers and sod shall be guaranteed for one year from date of substantial completion of this project. Replacement of material shall be guaranteed for an additional one year.

13. The landscape contractor shall not be responsible to honor any warranty for the loss of any trees, shrubs, ground covers, or sod caused by flooding, fire, freezing temperatures, winds over 50 miles per hour, lightning or any other natural disaster. The landscape contractor is also not responsible for any damage caused by vandalism or negligence on the part of the owner.

14. All plant material shall be Florida Number 1 or better in quality as described in Florida Grades and Standards for Nursery Plants, Florida Department of Agriculture.

15. The Landscape Architect shall have the right, at any time during these operations to reject any and all plant material and workmanship which in his/her opinion does not meet the requirements of these specifications.

SCALE: N.T.S.

SCALE: N.T.S.

J. LAMPS:

PROVIDE NEW LAMPS IN ACCORDANCE WITH THE FOLLOWING:

A) LED LIGHT.

K. EXIT LIGHTS (SHOP DRAWINGS REQUIRED):

PROVIDE EXIT LIGHT UNITS WHERE INDICATED ON DRAWINGS AND IN ACCORDANCE WITH ALL LOCAL CODE

REQUIREMENT, INCLUDING FIRE DEPARTMENT.

L. POWER AND CONTROL WIRING TO EQUIPMENT:

1. PROVIDE ALL ELECTRICAL POWER CONNECTIONS TO EQUIPMENT INDICATED ON PLANS UNLESS OTHERWISE

DIRECTED.

A) PROVIDE ALL CONDUITS AND WIRING FROM PANEL TO MOTOR TERMINAL.

B) PROVIDE ALL DISCONNECTS REQUIRED AND MAKE ALL POWER CONNECTIONS IN THESE CIRCUITS

2. CONTROL EQUIPMENT, MOTOR STARTERS, RELAYS, LINE VOLTAGE CONTROLS TRANSFORMER, LOW VOLTAGE CONTROLS AND DEVICES NECESSARY FOR THE OPERATION OF HEATING, AIR CONDITIONING, VENTILATION AND

PLUMBING SYSTEM FURNISHED AND SET IN PLACE BY RESPECTIVE SUBCONTRACTOR.

3. ALL CONTROL WIRING UNDER DIVISION 15 OF SPECIFICATIONS.

M. MOTOR STARTER

1. ALL MOTORS SHALL BE FURNISHED AND INSTALLED BY MECHANICAL AND CONNECTED BY ELECTRICAL

CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL MOTORS STARTER NOT FURNISHED WITH

EQUIPMENT.

N. TELEPHONE SYSTEM:

1. PROVIDE ALL RACEWAYS, PULL BOXES, OUTLETS AND TERMINAL BOARDS REQUIRED FOR SYSTEM SHOWN.

A) TERMINATE RACEWAYS IN MANNER SUITABLE TO TELEPHONE COMPANY, IN LOCATIONS SHOWN

B) COORDINATE ENTIRE SYSTEM WITH TELEPHONE COMPANY PRIOR TO INSTALLATION

C) GROUNDING AS INDICATED AND/OR DIRECTED BY LOCAL TELEPHONE COMPANY

D) ALL TELEPHONE SYSTEM, INCLUDING EQUIPMENT, SWITCHES, AND WIRING TO BE PROVIDED BY

OWNER/REPRESENTATIVE.

GENERAL NOTES:

1. CONCRETE WORK REQUIRED FOR THE INSTALLATION OR CONSTRUCTION OF ANY OF THE ELECTRICAL WORK

SPECIFIED HEREIN SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE

SPECIFICATIONS.

2. CONDUITS RUN EXPOSED AND VULNERABLE TO MECHANICAL INJURY SHALL BE RIGID, HEAVY-WALL, GALVANIZED STEEL OR ALUMINUM. ALUMINUM CONDUITS MAY NOT BE USED BELOW GRADE OR EMBEDDED IN CONCRETE.

3. CONDUITS RUN EXPOSED OUTSIDE OR IN FLOOR SLABS SHALL BE RIGID, HEAVY-WALL, GALVANIZED OR

SHERARDIZED STEEL OR SCHEDULE 80 PVC.

4. CONDUITS RUN BELOW GRADE, EXTERIOR TO THE BUILDING SHALL BE SCHEDULE 40 HEAVY-WALL, HIGH IMPACT

POLYVINYL CHLORIDE ELECTRICAL CONDUIT.

5. OUTLET BOXES AND COVERS SHALL BE GALVANIZED OR SHERARDIZED, ONE-PIECE PRESSED STEEL, KNOCKOUT

TYPE, AND OF AN APPROVED MAKE.

6. OUTLET BOXES SHALL BE EQUIPPED WITH PLASTER RING, EXTENSION RINGS OR FIXTURE STUDS AS MAY BE

REQUIRED. DO NOT INSTALL BOXES BACK TO BACK.

7. BOXES EXPOSED TO RAIN OR OTHER MOISTURE SHALL BE CROUSE-HINDS TYPE FS, FD CONDULET BOXES WITH

APPROPRIATE INUSE COVERS AND GASKETS.

8. DUPLEX 20 AMP CONVENIENCE RECEPTACLES (COLOR AS SELECTED BY ARCHITECT,) 120 VOLT GROUNDING TYPE, SHALL HAVE TWO CURRENT-CARRYING CONTACTS AND ONE GROUNDING CONTACT WHICH IS INTENTIONALLY CONNECTED TO THE FRAME. (ONLY P&S OR HUBBELL #5242 OR LEVITON #5014 ARE APPROVED)

9. GROUND FAULT RECEPTACLE SHALL BE DUPLEX TYPE.

10. WEATHERPROOF DEVICES:

ALL RECEPTACLES, SWITCHES AND JUNCTION BOXES ON THE EXTERIOR OF THE BUILDING, ON THE ROOF, OR IN

LANDSCAPED AREAS SHALL HAVE A WEATHERPROOF LIFT COVER PLATE.

11. FURNISH & INSTALL CONDUCTORS OF THE SIZE AND TYPE SHOWN ON THIS DRAWING. ALL CONDUCTORS SHALL

BE COPPER, TYPE THHN AND RATED AT 600 VOLTS. ALL SIZES ARE THE MINIMUM ACCEPTABLE TO SATISFY AMPACITY REQUIREMENT. CONSIDERATION SHALL BE GIVEN TO VOLTAGE DROP AND INSULATION SCCR WHERE NECESSARY. 20A CIRCUITS GREATER THEN 75 FT IN LENGTH SHALL BE #10 AWG MINIMUM 20A CIRCUITS GREATER THAN 130 FT IN LENGTH SHALL BE #8 AWG MINIMUM, CHANGE TO #12 AT J-BOX AHEAD OF FIRST RECEPTACLE.

12. CONTRACTOR IS RESPONSIBLE TO IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO START OF EXCAVATION. THE ENGINEER'S DRAWING SHALL ONLY BE USED AS A GUIDE, BASED ON EXISTING INFORMATION THAT WAS AVAILABLE.

THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY LOCATION OF ALL CONDUITS.

13. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE FIXTURE CATALOG NUMBERS TO ENSURE COMPLIANCE WITH THE OTHER FACILITIES. IF THERE IS ANY DISCREPANCY, OR THE EXISTING MATERIAL IS NO LONGER AVAILABLE, THEN CONTRACTOR SHALL SPECIFY THAT IN HIS BID AND SUBMIT AN EQUIVALENT SUBSTITUTE FOR APPROVAL BY

THE OWNER.

14. CONNECT ALL EMERGENCY LIGHTING (EXIT LIGHTS) ON THE SAME CIRCUIT AS THE NORMAL LIGHTING IN THE AREA

AHEAD OF ANY SWITCHES AND/OR COMPLY WITH NEC 700-12.

15. PROVIDE ALL EQUIPMENT, MATERIAL AND LABOR REQUIRED BY POWER COMPANY TO CONNECT THIS SERVICE TO

THE UTILITY POINT OF CONNECTION.

16. PROVIDE #1/0 INSULATED COPPER GROUND WIRE FROM GROUND ROD TO BUILDING STEEL JOISTS (TYP. OF 2 LOCATIONS) CONCEAL GROUND WIRE ON PERIMETER WALL. CLAMP GROUND WIRE TO STEEL JOIST WITH COMPRESSION TYPE CONNECTORS AND CLAMPS. BOND GROUND WIRE TO SERVICE ENTRANCE GROUND LOOP.

17. THE CONTRACTOR SHALL ASSUME UP TO 100' SETS OF SECONDARY CABLES AND CONDUITS TO BE INSTALLED TO

THE UTILITY POINT OF CONNECTION.

18. USE OF "MC" STYLE CABLE SIZED #10 OR SMALLER IS PERMITTED IN BRANCH CIRCUITS WHERE PERMITTED BY

LOCAL CODE.

19. EXISTING RACEWAY AND CABLING MAY BE REUSED PROVIDED THAT THEY MEET NEC AND THE PROJECT

SPECIFICATIONS.

20.ALL PANELS SHALL BE U.L. LISTED AND OF THE SAME MANUFACTURER. PROVIDE SIZE AND TYPE AS INDICATED ON DRAWINGS. PANELS SHALL HAVE MINIMUM FULL SIZE NEUTRAL BUS AND 1/2 SIZE GROUND BUS.

21.OPERATING AND MAINTENANCE MANUALS WILL BE PROVIDE TO OWNER BY ELECTRICAL CONTRACTOR AS REQUIRED PER SECTION C405.5.4 IN FBC-ENERGY CONSERVATION 8th EDITION (2023).

22. ALL EQUIPMENT INSTALLED SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY

(NRTL) AND/OR LISTED AND LABELED AS AN ASSEMBLY BY AN NRTL PER NEC ARTICLE 90.7.

PART 2 EXECUTION

A. GROUNDING

1. PROVIDE EQUIPMENT GROUND SYSTEM IN ACCORDANCE WITH NATIONAL ELECTRIC CODE ARTICLE 250.

A) ALL BRANCH CIRCUIT RACEWAY CONTAIN MINIMUM ONE NO. 12 AWG, TYPE TW, GREEN CODED GROUND WIRE.

B) GROUND CONDUCTOR FOR PANEL FEEDER AND BRANCH CIRCUITS WITH OVER CURRENT PROTECTION RATED

MORE THEN 20 AMPERES SIZE.

C) ALL FIXTURES, RECEPTACLES, SWITCHES BONDED TO GROUNDING SYSTEM.

D) GREEN CODED GROUND CONTINUOUS FROM SERVICE ENTRANCE AND IN ADDITION TO NEUTRAL (1) NEUTRAL

NOT USED AS GROUND FOR EQUIPMENT. EQUIPMENT GROUND BONDED TO NEUTRAL AT MAIN SERVICE ENTRANCE ONLY. (2) GREEN CODED GROUND CONDUCTORS TERMINATED UNDER EQUIPMENT GROUND BAR

OF PANELS.

B. RACEWAYS:

1. PROVIDE ALL RACEWAYS FOR ALL SYSTEMS. RACEWAY LOCATIONS SHOWN ARE DIAGRAMMATIC, UNLESS SPECIFICALLY NOTED, AND GOVERN OBSTRUCTIONS. EXPOSED RACEWAYS RUN IN NEAT MANNER ACCEPTABLE TO ARCHITECT. RACEWAYS SUPPORTED USING CONDUIT CLAMPS SUPPORT OR HOLD RACEWAYS IN PLACE.

A) RACEWAYS IMBEDDED IN EARTH, IN CONCRETE, IN DAMP OR WET LOCATIONS HOT DIPPED GALVANIZED RIGID, HEAVY WALL, THREADED NON-METALLIC, HIGH IMPACT DIRECT BURIAL TYPE II, PVC, WHERE PERMITTED BY

CODES.

B) RACEWAYS IN WALL OR FURRED CEILING TO BE ELECTRIC METALLIC TUBING

C) RIGID STEEL CONDUIT USED FOR EXPOSED EXTERIOR RACEWAYS.

2. RACEWAYS REAMED SMOOTH AFTER CUTTING AND/OR THREADING.

3. RIGID STEEL, THREADED CONDUITS AND SCHEDULE 40 PVC TO HAVE DOUBLE LOCKNUTS AND 0.Z. TYPE B

BUSHING.

4. ELECTRIC METALLIC TUBING COUPLING AND CONNECTORS MACHINED STEEL, SET SCREW TYPE.

5. CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT MADE WITH SUFFICIENT FLEXIBLE CONDUIT SO VIBRATION

IS NOT TRANSMITTED TO

A) USE FLEXIBLE, NON-METALLIC, LIQUID-TIGHT CONDUIT, UL APPROVED, FOR MOTOR CONNECTIONS.

B) FLEXIBLE CONDUIT NOT USED FOR FIXTURE CONNECTIONS, EXCEPT RECESSED OR LAY-IN TYPE FIXTURES.

C) MINIMUM SIZE 1/2-INCH.

6. MINIMUM 24" RADIUS ELBOWS AND CONDUITS TO BE USED WHEN RISING FROM BELOW FLOOR ON SURFACE OF

WALLS EXCEPT FOR LOW VOLTAGE RACEWAYS

7. LOW VOLTAGE RACEWAYS (SYSTEMS OPERATING AT 70 VOLTS OR BELOW) TYPE 4 POLYVINYL CHLORIDE, UL

FORMULA NON-METALLIC

A) LOW VOLTAGE RACEWAYS TO HAVE BUSHING AT ALL TERMINALS.

B) NYLON PULL CORD, 5W POUND TEST MINIMUM, LEFT IN ALL RACEWAYS, IN WHICH CONDUCTORS ARE NOT

INSTALLED.

C. OUTLET BOXES:

1. EXCEPT AS NOTED OTHERWISE, ALL OUTLETS LOCATED AS FOLLOWS: (MEASURED FROM FINISHED FLOOR LEVEL

TO BOTTOM OF BOX):

A) SWITCHES---------------48" TO OPERABLE PART

B) RECEPTACLES------------15"

C) WALL TELEPHONES--------48"

2. PROVIDE REQUIRED OUTLETS, SWITCH, PULL AND JUNCTION BOXES OF SUITABLE TYPE FOR MOUNTING INDICATED. BOXES SHALL BE GALVANIZED STEEL, NOT LESS THEN 4" SQUARE AND 1-1/2" DEEP UNLESS OTHERWISE INDICATED. BOXES SHALL BE SECURE TO STRUCTURE INDEPENDENT OF CONDUIT SUPPORTS.

PLASTER RINGS SHALL BE PROVIDED FOR RECESSED UNITS.

3. CONTRACTOR SHALL COORDINATE LOCATIONS OF UNITS INDICATED ON ELECTRICAL DRAWINGS WITH ACTUAL LOCATIONS ESTABLISHED BY ARCHITECT OR MECHANICAL CONTRACTOR FOR CLARIFICATION BEFORE PRECEDING

WITH INSTALLATION.

D. PANELBOARDS (SHOP DRAWINGS REQUIRED):

1. BRANCH CIRCUIT PANEL BOARDS CIRCUIT BREAKER TYPE WITH BOLT-ON BREAKERS DEAD FRONT, LOCKING

DOOR, FLUSH LOCK MASTER KEYED.

2. BREAKERS CLEARLY NUMBERED. WHERE SPACES ARE CALLED FOR, PROVIDE HARDWARE REQUIRED FOR FUTURE INSTALLATION OF BREAKERS. BUS AND HARD WARE BRACED FOR INTERRUPTING CAPACITY OF LARGEST

BREAKER IN PANEL; INTERRUPTING RATING AS SHOWN ON DRAWINGS.

3. PROVIDE TYPE CIRCUIT DIRECTORY UNDER TRANSPARENT SHIELD, ON INSIDE OF COVER OF EACH PANEL BOARD.

DIRECTORY TO ACCURATELY LIST CIRCUIT NUMBER, LOCATION, TYPE OF OUTLETS INDICATE CONTROLLED AND

CONNECTED LOAD ON CIRCUIT

4. PROVIDE LAMINATED, RIGID PLASTIC LABEL BELOW DIRECTORY WORDED AS FOLLOWS: INSTALLED BY (NAME OF

THE CONTRACTOR) (YEAR)

5. PROVIDE EACH PANEL BOARD WITH GREEN CODED GROUND BAR, NOT CONNECTED TO NEUTRAL, FOR GREEN EQUIPMENT GROUND WIRES. BACK BAR TO HAVE MINIMUM CAPACITY OF 11 TERMINAL WITH SOLDERLESS BOX LUGS FOR WIRE SIZE #12 MINIMUM TO #4 MAXIMUM. LOCATE BAR ADJACENT TO NEUTRAL BAR, BOLT OR WELD TO

PANEL CAN.

6. PROVIDE PLASTIC LABEL LISTING PANEL DESIGNATION, VOLTAGE AND PHASE ON INSIDE OF PANEL COVER ABOVE

DIRECTORY.

E. DISCONNECT SWITCHES (SHOP DRAWINGS REQUIRED):

1. PROVIDE DISCONNECT SWITCHES, FUSED AND NON-FUSED AS REQUIRED BY CODES.

A) SWITCHES NENA RATED DUTY, FED. SPEC. W-S-865C

B) RATED 240 VOLTS FOR 208 VOLT SYSTEM, AND 600 VOLTS FOR 480 VOLT SYSTEM.

2. EACH MOTOR, REMOTE FROM PANEL LOCATION, TO HAVE NON-FUSED DISCONNECT SWITCH OR BREAKER WITHIN SIGHT OF MOTOR LOCATION. SAFETY SWITCHES SAME MANUFACTURER AS BRANCH CIRCUIT PANELBOARDS.

EXTERIOR SWITCH NEMA 3R,

F. BRANCH CIRCUIT WIRING:

1. CONDUCTORS TO BE COPPER. NO WIRE SMALLER THAN NUMBER # L2 AWG ANY BRANCH CIRCUIT

2. CONDUCTOR INSULATION, UNLESS OTHERWISE NOTED, TYPE THHN, INSULATION CODED AS FOLLOWS:

A) 120/208 VOLT SYSTEM:

(1) PHASE A, BLACK

(2) PHASE B, RED

(3) NEUTRAL, WHITE

(4) TRAVELERS, PURPLE

(5) GROUND, GREEN

B) 277/480 VOLT SYSTEM

(1) PHASE A, YELLOW

(2) PHASE B, ORANGE

(3) PHASE C, BROWN

(4) NEUTRAL, GRAY

(5) TRAVELERS, 3 WAY, PINK

(6) GROUND, GREEN

3. SAME COLOR INSULATION FOR PARTICULAR PHASE OR PART OF CIRCUIT RUN WITH SAME COLOR THROUGHOUT JOB. COLOR CODE INTEGRAL PART OF INSULATION. PAINTED OR TAPED CONDUCTORS NOT ACCEPTED EXCEPT

AS FOLLOWS:

A) WIRE SIZED NO. 1 AND LARGER MAY BE COLOR CODED BY WRAPPING WITH 3M TAPE (NO. 35) FOR ENTIRE

LENGTH OF EXPOSED AREA IN GUTTERS, PANEL CANS, SWITCHBOARDS, OR WIREWAYS.

4. SPLICES OR JOINTS IN CONDUCTORS MECHANICALLY AND ELECTRICALLY SOUND, MADE IN OUTLET BOXES ONLY, EXCEPT BALLAST CONNECTION. ALL JOINT MADE USING TYPE Y, G, R, B SCOTCH-LOCK CONNECTORS ONLY.

A) AT EACH OUTLET, LOOP OF WIRE 8-INCHES LONG LEFT FOR CONNECTION TO DEVICE.

5. OUTLETS CONNECTED AS INDICATED ON PLANS, ALTERING CIRCUITS NOT PERMITTED WITHOUT WRITTEN

APPROVAL OF ENGINEER.

6. ALL BRANCH CIRCUIT AND FEEDER RACEWAYS CONTAIN GREEN CODED, TW, GROUND WIRE IN ADDITION TO

OTHER CONDUCTORS.

G. WIRING DEVICES (SHOP DRAWINGS REQUIRED):

1. PROVIDE ALL WIRING DEVICES INDICATED ON PLANS. COLOR OF DEVICE SELECTED BY ARCHITECT AT TIME OF

SUBMITTAL.

H. DEVICE PLATES (SHOP DRAWINGS REQUIRED):

1. WIRING DEVICES TO HAVE PLASTIC TYPE PLATE AS REQUIRED BY DEVICE. COLOR BY ARCHITECT. OUTLET WITHOUT DEVICES, EXCEPT TELEPHONE, TO HAVE BLANK PLATE. PLATES HOLD IN PLACE BY OVAL HEAD, STAINLESS STEEL SCREWS, MATCHING PLATE BY COLOR.

I. FIXTURES (SHOP DRAWINGS REQUIRED):

1. PROVIDE FIXTURES AS LISTED ON FIXTURE SCHEDULE, COMPLETELY WIRED AND LAMPED WHERE DESIGNATED ON DRAWINGS. CORRELATE SUPPORT AND MOUNTING METHOD WITH ALL SUBCONTRACTORS INVOLVED WITH

SURROUNDING SURFACE.

A) FIXTURE SUPPORT BOLTED OR WELDED TO SUPPORTING SURFACE.

M. GUARANTEE AND SERVICE

1. CONTRACTOR AND MANUFACTURER TO GUARANTEE EQUIPMENT FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE

2. CONTRACTOR TO GRANTEE MATERIAL AND WORKMANSHIP FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE AND REPLACE ANY DEFECTS WITHOUT EXPENSE TO OWNER. FURNISH SERVICE FOR ONE (1) YEAR AFTER ACCEPTANCE. SERVICE TO INCLUDE LUBRICATION, CLEANING NECESSARY ADJUSTMENTS AND/OR

REPLACEMENTS, PREVENTATIVE MAINTENANCE, ETC.

N. SUBMITTALS

1. WITHIN FIVE (5) DAYS AFTER AWARD OF CONTRACT THE CONTRACTOR SHALL ORDER AND SCHEDULE DELIVERY OF ALL MATERIALS AND EQUIPMENT CONCERNED WITH THIS PORTION OF THE WORK. WITHIN TEN (10) DAYS AFTER AWARD OF CONTRACT SUBMIT TO ENGINEER, IN QUADRUPLICATE, A STATEMENT OF CONFIRMATION LISTING EQUIPMENT SUPPLIER, DATE ORDERED AND DELIVERY DATE. WHERE CHOICE OF MANUFACTURER IS GIVEN TO THE CONTRACTOR, LIST THE ONE ORDERED. THE FOLLOWING ITEMS MUST BE INCLUDED IN SUBMITTAL LETTER: PANELS, SWITCHBOARD, DISCONNECTS, STARTERS, WIRE, CONDUIT, ELECTRIC METALLIC TUBING, OUTLET BOXES, DEVICES, PLATES, PLASTIC NAME PLATES, SPECIAL PURPOSE EQUIPMENT AND LIGHTING

FIXTURES.

2. SHOP DRAWINGS TO BE SUBMITTED NO LATER THAN FORTY-FIVE (45) DAYS AFTER AWARD OF CONTRACT AND PRIOR TO INSTALLATION OF MATERIAL REQUIRING APPROVAL. SHOP DRAWINGS ARE TO BE SUBMITTED COMPLETE THROUGH THE GENERAL CONTRACTOR AT ONE TIME. INTERMITTENT OR INCOMPLETE SUBMITTALS WILL NOT BE CONSIDERED. MATERIAL OR EQUIPMENT REQUIRING SHOPS DRAWINGS APPROVAL IS NOT TO BE INSTALLED ON PROJECT UNTIL APPROVED SHOP DRAWINGS HAVE BEEN RETURNED BY THE ARCHITECT/ENGINEER.

0. INSPECTIONS

1. DURING THE PROGRESS OF THE WORK, THE ENGINEER, OR OWNER'S REPRESENTATIVE, WILL MAKE OBSERVATIONS AT THE SITE TO DETERMINE CONFORMATION OF WORK WITH PLANS, SPECIFICATIONS AND INTENT THEREOF. DEFICIENCIES, VIOLATIONS AND INCORRECT WORKMANSHIP OR MATERIALS AND EQUIPMENT AND CORRECTIVE ACTION THEREFORE WILL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR, FOR HIS

IMMEDIATE REMEDIAL ACTION.

P. INTERRUPTION OF EXISTING SERVICE

1. 48 HOURS ADVANCE NOTICE IS REQUIRED FOR OUTAGES ON FEEDER AND BRANCH CIRCUIT CONSIDERED VITAL TO OPERATION BY OWNER, CONTRACTOR SHALL REQUEST SUCH OUTAGE, WITH ANTICIPATED DURATION

THEREOF, IN WRITING FROM OWNER AND SHALL OBTAIN OWNER'S PERMISSION THEREFORE.

Q. SAMPLES

1. PHYSICAL SAMPLES OF MATERIAL AND EQUIPMENT PROPOSED FOR INSTALLATION ON THIS PROJECT SHALL BE

SUBMITTED TO ARCHITECT/ENGINEER UPON REQUEST.

2. SAMPLES SHALL BE SUBMITTED THROUGH THE GENERAL CONTRACTOR WITH ALL SHIPPING AND HANDLING CHARGES PREPAID. ANY EXPENSE INCURRED IN SECURING, DELIVERY AND RETURN OF SAMPLES IS RESPONSIBILITY OF CONTRACTOR. SAMPLES SHALL BE DELIVERED TO LOCATION DESIGNATED BY ARCHITECT/ENGINEER. IDENTIFY SAMPLE WITH SHIPPING TAG, WIRED IN PLACE, CONTAINING THE FOLLOWING

INFORMATION:

A) NAME OF PROJECT.

B) NAME OF CONTRACTOR.

C) SPECIFICATION SECTION NUMBER COVERING SAMPLE.

D) MANUFACTURER'S NAME AND CATALOG NUMBER.

E) DATE SUBMITTED.

3. SAMPLES SHALL REMAIN THE POSSESSION OF CONTRACTOR EXCEPT AS FOLLOWS:

A) APPROVED SAMPLES, WITHOUT PHYSICAL DAMAGE, MAY BE INSTALLED ON THE PROJECT.

B) SAMPLES NOT CALLED FOR WITHIN 14 DAYS AFTER NOTIFICATION WILL BE DISPOSED OF BY THE

ARCHITECT/ENGINEER.

R. SPARE PARTS AND TOOLS

1. FURNISH TO THE OWNER, AND OBTAIN RECEIPT FOR IT, THE FOLLOWING:

A) ONE SET OF FUSES FOR EACH SIZE AND TYPES INSTALLED ON PROJECT, INCLUDING RELAYS FOR MAGNETIC

STARTERS.

B) TWO KEYS EACH FOR PANEL LOCKS, WEATHERPROOF OUTLETS, PADLOCKS, TERMINAL CABINETS, ETC.

C) SPECIAL TOOLS FOR FIXTURES, PANELS, FIRE ALARM SYSTEM, TAMPERPROOF SCREWS, ETC. ALL ITEMS TO

BE IDENTIFIED.

S. FINAL INSPECTION AND TESTS

1. AS PRECEDENT TO FINAL INSPECTION AND ACCEPTANCE THE CONTRACTOR SHALL:

A) HAVE ALL PREVIOUSLY LISTED DEFECTS CORRECTED.

B) COMPLETE ALL WORK

C) TEST ALL SYSTEMS AND HAVE DATA ON SUCH TEST

D) HAVE ALL DIRECTORIES, LABELS AND INSTRUCTIONS.

E) COMPLIED WITH APPLICABLE PARAGRAPHS OF THIS SECTION.

2. FURNISH ADEQUATE MECHANICS AND PERSONNEL TO OPERATE SYSTEMS, MAKE ADJUSTMENTS, AND ASSIST

WITH FINAL INSPECTION AS DIRECTED BY ARCHITECT/ENGINEER.

ELECTRICAL WORK

PART 1 - PRODUCTS

A. CONDUIT:

CONDUIT SHALL BE PROVIDED AS FOLLOW, UNLESS OTHERWISE NOTED:

ELECTRICAL METALLIC TUBING (EMT): PROVIDE IN STUD AND HOLLOW MASONRY WALLS, ABOVE SUSPENDED AND FURRED CEILING, AND EXPOSED IN DRY LOCATIONS. MAXIMUM ID SHALL BE 2". ALL FITTING SHALL BE STEEL COMPRESSION TYPE. RIGID CONDUIT AND ELECTRIC METALLIC TUBING AS MANUFACTURED BY ONE OF THE FOLLOWING (OR APPROVED EQUAL): A) ARMCO, B) REPUBLIC STEEL, C) TRIANGLE CONDUIT AND WIRE COMPANY, D)

K. PORTER COMPANY, E) STEEL CITY, F) WHEATLAND TUBE.

FLEXIBLE METAL CONDUIT: PROVIDE FOR CONNECTIONS FROM JUNCTION BOX TO LIGHT FIXTURE IN ACCESSIBLE CEILINGS, (MAXIMUM RUN LENGTH OF 6' 0") AND ALL TERMINATION TO EQUIPMENT SUBJECT TO VIBRATION.

(MAXIMUM RUN LENGTH OF 4' 0"). ALL FITTINGS SHALL BE APPLETON AST SERIES OR APPROVED EQUAL.

LIQUID-TIGHT SHALL BE USED IN DAMP OR WET LOCATIONS AND FOR EQUIPMENT CONTAINING LIQUIDS. ALL FITTINGS

SHALL BE O.Z. GEDNEY AKC SERIES OR APPROVED EQUAL.

PLASTIC CONDUIT AS MANUFACTURED BY ONE OF THE FOLLOWING: A. CARLON PLASTIC PRODUCTS CORP. B)

CANTEX PLASTIC PRODUCTS C) HATFIELD WIRE AND CABLE COMPANY.

A NYLON PULL WIRE SHALL BE INSTALLED IN ALL EMPTY CONDUITS. IDENTIFY INTENDED USE AT BOTH ENDS.

B. COUPLINGS AND CONNECTORS:

1. COUPLINGS AND CONNECTOR MANUFACTURED BY ONE OF THE FOLLOWING (OR APPROVED EQUAL): A)

APPLETON ELECTRIC COMPANY, B) RACO C), STEEL CITY

C. OUTLET BOXES:

1. GALVANIZED, STAMPED STEEL, 4-INCHES SQUARE BY 1-1/2 INCHES DEEP MINIMUM SIZE FOR WALL OUTLETS, MANUFACTURED BY, A) APPLETON ELECTRIC COMPANY, B) RACE ALL STEEL EQUIPMENT, C) STEEL CITY

2. FLOOR BOXES: HUBBELL #B-2536 WITH S-3182 BRASS CARPET FLANGE AND S-3925 FLAP TYPE COVER FOR DUPLEX

RECEPTACLE.

D. PANELBOARDS:

1. EATON, SQUARE-D, GENERAL ELECTRIC, SIEMENS OR EATON.

E. WIRE:

1. WIRE FOR THIS PROJECT AS MANUFACTURED BY ONE OF THE FOLLOWING: A) ANACONDA, B) GENERAL CABLE COMPANY, C) HATFIELD WIRE AND CABLE, D) REYNOLDS METAL COMPANY, E) SIMPLEX WIRE AND CABLE, F)

TRIANGLE CONDUIT AND WIRE COMPANY OR APPROVED EQUAL

F. WIRING DEVICES:

1. SINGLE OR THREE WAY DIGITAL SWITCH SHALL BE RAISE/LOWER SWITCHES WITH LOCAL CONTROL OF LIGHTING

ZONE. SWITCH MAY BE PROGRAMMED TO CONTROL ANY RELAY, DIMMER OR PANEL.

2. RECEPTACLE, DUPLEX (HUBBELL #5262, ARROW HART #5262).

3. RECEPTACLE GFI (ARROW HART GF5242-I WITH 4501 COVER, HUBBELL GF5262-I WITH WP-26 COVER)

G. SURGE PROTECTION DEVICE:

1. PQ PROTECTION "PQ SERIES"

2. CURRENT TECHNOLOGY "TG SERIES"

3. INNOVATIVE TECHNOLOGY "PTX SERIES"

4. SQUARE D SURGELOGIC "EMA SERIES" 5. GENERAL ELECTRIC "TRANQUELL SERIES"

ELECTRICAL GENERAL PROVISION

PART 1 - GENERAL

A. GENERAL CONDITIONS AND REQUIREMENTS:

THIS WORK IS SUBJECT TO THE GENERAL CONDITIONS AND THE GENERAL REQUIREMENTS BOUND THEREIN. THE FOLLOWING CODES AND REGULATIONS (LATEST VERSION) SHALL GOVERN THE EXTENT AND INSTALLATION OF ELECTRICAL WORK UNLESS MORE STRINGENT REQUIREMENTS ARE SHOWN ON THE DRAWINGS OR SPECIFIED

HEREIN:

A) 2020 N.E.C., F.B.C. 8th EDITION 2023.

B) NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS (LATEST EDITION)

C) UNDERWRITERS LABORATORIES, INC (UL)

D) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

E) APPLICABLE LOCAL AND STATE BUILDING CODES

B. SCOPE:

1. THE WORK OF THIS DIVISION CONSISTS OF FURNISHING ALL PLANT LABOR, EQUIPMENT, SUPERVISION, APPLIANCE, MATERIALS AND PERFORMING ALL OPERATIONS REQUIRED TO COMPLETE ALL ITEMS OF WORK IN ACCORDANCE WITH THESE SPECIFICATIONS, APPLICABLE DRAWINGS AND ALL OTHER APPLICABLE PORTIONS OF

THE COMPLETE CONTRACT DOCUMENTS.

2. THE WORK PROVIDED UNDER THIS DIVISION SHALL INCLUDE ALL LABOR, MATERIALS, PERMITS, INSPECTIONS AND RE-INSPECTION FEES, TOOLS, EQUIPMENT, TRANSPORTATION, INSURANCE, TEMPORARY PROTECTION, TEMPORARY LIGHTING, SUPERVISION AND INCIDENTAL ITEMS ESSENTIAL FOR PROPER INSTALLATION AND OPERATION, EVEN THOUGH NOT SPECIFICALLY MENTIONED OR INDICATED BUT WHICH ARE USUALLY PROVIDED OR ARE ESSENTIAL FOR PROPER INSTALLATION AND OPERATION OF ALL ELECTRICAL SYSTEMS AS INDICATED IN

THE CONTRACT DOCUMENTS.

C. SUBSTITUTIONS/APPROVED EQUAL:

1. PROVIDE ONLY UL LABELED PRODUCTS (WHERE APPLICABLE) OF TYPES INDICATED. ALL MATERIALS SHALL BE NEW AND IN PERFECT CONDITION. NOTWITHSTANDING ANY REFERENCE IN THESE DRAWINGS TO ANY ARTICLE, DEVICE, PRODUCT, MATERIAL, FORM OR TYPE OF CONSTRUCTION BY NAME, MAKE OR CATALOG NUMBER, SUCH REFERENCES SHALL BE INTERPRETED AS ESTABLISHING A STANDARD OF QUALITY AND SHALL NOT BE CONSTRUED AS LIMITING CONDITION. THE CONTRACTOR IN SUCH CASES MAY AT HIS OPTION USE ANY ARTICLE, DEVICE, PRODUCT, MATERIAL, FORM OR TYPE OF CONSTRUCTION WHICH IN THE JUDGMENT OF THE

ARCHITECT/ENGINEER, EXPRESSED IN WRITING, IS EQUAL TO THAT SPECIFIED.

2. COST SAVINGS SHALL BE FORWARDED TO THE OWNER.

D. FEES, PERMITS AND REGULATIONS:

1. CONFORM TO ALL GOVERNING CODES, ORDINANCES OR REGULATIONS OF CITY, COUNTY, AND STATE HAVING JURISDICTION. WHERE LOCAL CODES ARE NOT APPLICABLE, CONFORM TO NATIONAL ELECTRIC CODE, LATEST

REVISION.

2. BID WORK TO CONFORM TO CODE AT NO ADDITIONAL EXPENSE TO OWNER.

E. CONTRACTOR'S RESPONSIBILITIES:

1. COORDINATE WORK WITH OTHER TRADES, POWER AND TELEPHONE COMPANIES

2. COORDINATE WORK SCHEDULE AND MATERIAL DELIVERY.

3. PROVIDE A COMPETENT SUPERINTENDENT IN CHARGE OF WORK AT ALL TIME. REPLACE SUPERINTENDENT NOT DEEMED COMPETENT BY ARCHITECT. DO NOT WITHDRAW OR CHANGE SUPERINTENDENT WITHOUT PRIOR

APPROVAL OF ARCHITECT.

4. PROVIDE QUALIFIED MECHANICS. INSTALL MATERIALS AND EQUIPMENT IN NEAT, WORKMANLIKE MANNER.

REMOVE AND REPLACE ANY MATERIAL OR EQUIPMENT, WHICH IS IMPROPERLY INSTALLED, OR DAMAGED IN THE

OPINION OF THE ARCHITECT, AT CONTRACTOR’S EXPENSE.

5. EXAMINE WORK OF OTHERS. NOTIFY ARCHITECT IMMEDIATELY IN WRITING IF ANY CONDITION EXISTS WHICH WILL PREVENT SATISFACTORY INSTALLATION OF MATERIALS OR EQUIPMENT. STARTING OF WORK WITHOUT NOTIFICATION INDICATES ACCEPTANCE AND SUBSEQUENT CHANGES REQUIRED WILL BE AT CONTRACTOR'S

EXPENSE.

6. THE INTEGRITY OF FIRE-RATED PARTITIONS SHALL BE MAINTAINED AROUND PENETRATING ELECTRICAL ELEMENTS. FIRE-RATED SEALANT, SLEEVES, ESCUTCHEONS AND SIMILAR UNITS SHALL BE PROVIDED WHERE REQUIRED BY REFERENCED CODES AND AUTHORITIES HAVING JURISDICTION. ALL PENETRATIONS IN RATED

ASSEMBLIES SHALL BE PROTECTED IN ACCORDANCE TO SECTION 714 OF FBCB.

F. INTERPRETATION OF DRAWINGS

1. THE DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW EXACT LOCATIONS OF CONDUIT RUNS, OUTLET BOXES, JUNCTION BOXES, PULL BOXES, ETC. THE LOCATIONS OF EQUIPMENT, APPLIANCES, FIXTURES, CONDUIT, OUTLETS, BOXES AND SIMILAR DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. EXACT LOCATIONS SHALL BE AS ACCEPTED BY THE ENGINEER DURING CONSTRUCTION. OBTAIN IN THE FIELD ALL INFORMATION RELEVANT TO THE PLACING OF ELECTRICAL WORK AND IN CASE OF INTERFERENCE WITH OTHER WORK, PROCEED AS DIRECTED BY THE ENGINEER AND PROVIDE ALL LABOR AND MATERIALS NECESSARY TO

COMPLETE THE WORK IN AN ACCEPTABLE MANNER.

2. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES FOUND DURING CONSTRUCTION OF THE PROJECT AND DO NOT PROCEED WITH THAT PORTION OF THE PROJECT, UNTIL A WRITTEN DEFINITIVE STATEMENT IS RECEIVED PROVIDING CLEAR DIRECTION. IF A CONFLICT EXISTS BETWEEN THE CONTRACT DOCUMENTS AND ANY APPLICABLE CODE OR STANDARD, THE MOST STRINGENT REQUIREMENT SHALL BE INCLUDED FOR THIS PROJECT.

THE ENGINEER SHALL MAKE THE DECISION REGARDING QUESTIONABLE AREAS OF CONFLICT.

3. COMPARE ALL DRAWINGS AND VERIFY FIGURES BEFORE LAYING OUT WORK AND "BE RESPONSIBLE FOR ANY ERRORS WHICH MIGHT HAVE BEEN AVOIDED THEREBY. SPECIAL NOTICE SHALL BE TAKEN OF CODE REQUIRED ELECTRICAL CLEARANCE AND ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF DISCREPANCIES.

4. WHEN MEASUREMENTS ARE AFFECTED BY CONDITIONS ALREADY ESTABLISHED, CONTRACTOR TO TAKE

MEASUREMENTS NOTWITHSTANDING GIVING SCALE OR FIGURE DIMENSIONS ON DRAWINGS.

G. SERVICE AND METERING

1. COMPANY: THE UTILITY COMPANY SERVING THIS PROJECT, WHICH WILL BE REFERRED TO AS THE UTILITY

COMPANY HEREIN.

2. SERVICE: MAKE ALL ARRANGEMENTS WITH THE UTILITY COMPANY FOR OBTAINING A COMPLETE SERVICE. PAY ALL CHARGES AND PROVIDE ALL LABOR AND MATERIAL FOR THE SERVICE. SERVICE SHALL BE OBTAINED AT 120/ 208 OR 277/480 VOLTS FROM THE UTILITY COMPANY. PROVIDE UNDERGROUND CABLES AND CONDUITS FOR INCOMING SERVICES FROM THE UTILITY'S PAD MOUNTED TRANSFORMER TO DISTRIBUTION EQUIPMENT. INSTALL METER SOCKET, AND PROVIDE CT CABINET AND WIRING. CONTRACTOR SHALL ALSO INCLUDE INSTALLATION COST

OF UTILITY REQUIRED CONDUITS FROM THE UTILITY POLE TO PAD MOUNTED TRANSFORMER.

3. FEES: CONTACT THE UTILITY COMPANY TO DETERMINE IF ANY FEES, CHARGES OR COSTS WILL BE DUE THE COMPANY, AS REQUIRED FOR TEMPORARY POWER, PERMANENT POWER, INSTALLATIONS, HOOK-UPS, ETC. THIS

FEE, CHARGE OR COST SHALL BE INCLUDED IN THE BID PRICE.

4. PAYMENT: PAY FOR ALL REQUIRED LICENSES, FEES AND INSPECTIONS. INCLUDE ALL COSTS IN THE PROPOSED CONSTRUCTION COST SUBMISSION. THESE COSTS SHALL INCLUDE BUT NOT BE LIMITED TO ALL-APPLICABLE TAXES, PERMITS, NECESSARY NOTICES, CERTIFICATES AND ALL COSTS REQUIRED TO OBTAIN IT.

H. CUTTING AND PATCHING

THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL OPENING REQUIREMENTS WITH THE GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS AND CLOSE IT. IF GENERAL CONTRACTOR IS NOT PROPERTY INFORMED THIS DIVISION WILL PROVIDE OPENINGS AT HIS OWN EXPENSE. CUTTING OF STEEL, WOOD OR OTHER MAIN STRUCTURAL PARTS MUST BE APPROVED BY ARCHITECT PRIOR TO CUTTING.

I. HANDLING OF MATERIALS AND EQUIPMENT

1. RECEIVE, HOUSE, HANDLE AND DELIVER TO PROPER LOCATION, MATERIALS AND EQUIPMENT.

2. PROTECT FROM DAMAGE, MOISTURE, DIRT, DEBRIS AND WORK OF OTHER TRADES. USE OF PAPER, CARDBOARD, OTHER FLIMSY MATERIAL WILL NOT BE PERMITTED. REPLACE OR REFINISH MARKED OR DAMAGED SURFACES TO

SATISFACTION OF ARCHITECT/ENGINEER.

J. CLEAN UP

1. KEEP PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIAL OR RUBBISH.

A) LEAVE PREMISES AND WORK IN CLEAN, ORDERLY CONDITION ACCEPTABLE TO ARCHITECT/ENGINEER.

B) CLEAN ALL MATERIALS AND EQUIPMENT OF DIRT, DUST, PAINT, SPOTS, STAINS, SOIL MARKS, ETC. ANY

MATERIAL IN LESS THAT NEW CONDITION WILL BE REPLACED AT CONTRACTOR ’S EXPENSE.

K. LABELS

1. PROVIDE FOR ALL EQUIPMENT, APPARATUS, DISCONNECT AND REMOTE CONTROL SWITCHES, ETC., RIGID, LAMINATED, PHONEMIC LABELS, BLACK WITH WHITE LETTERS SELF ADHESIVE BACK. TAPE LABELS OR ADHESIVE

NOT PERMITTED.

2. SPECIFIC EQUIPMENT (I,E, ELECTRICAL PANELS AND EQUIPMENT) SHALL BE IDENTIFIED WITH ONE INCH HIGH, 3-INCHES LONG, 1/16-INCH THICK LABEL WITH L/4 -INCH LETTERS.

L. AS BUILT DRAWINGS

1. DURING PROGRESS OF WORK, KEEP ONE SET OF PRINTS OR JOB SHOWING ANY CHANGES FROM ORIGINAL

PLANS.

2. UPON COMPLETION OF WORK; FURNISH ARCHITECT/ENGINEER WITH CLEAN SET OF LEGIBLE AND ACCURATELY

MARKED PRINTS INDICATING ALL CHANGES FROM ORIGINAL PLANS.

23.ELECTRICAL SIGN(S) TO BE IN COMPLIANCE WITH 2020 NEC ARTICLE 600.

24.ELECTRICAL SIGN(S) TO BE IN COMPLIANCE WITH 2020 NEC ARTICLE 600.3 FOR LISTING.

25.ELECTRICAL SIGN(S) TO BE IN COMPLIANCE WITH 2020 NEC ARTICLE 600.4(A) FOR MARKINGS.

26.ELECTRICAL SIGN(S) SHALL HAVE A COPY OF MANUFACTURER'S INSTALLATION INSTRUCTIONS ON SITE AS PER NEC

ARTICLE 600.4 (E) FOR INSPECTION.

F) ASHRAE STANDARDS 90.1 (2022)

27.A FUNCTIONAL TEST OF THE LIGHTING CONTROL SYSTEM SHALL BE REQUIRED PER FBC ENERGY CONSERVATION SECTION 408.3. PRIOR TO PASSING FINAL INSPECTION, THE DESIGN PROFESSIONAL SHALL PROVIDE EVIDENCE THAT THE LIGHTING CONTROL SYSTEMS HAVE BEEN TESTED TO ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTRUCTIONS. FUNCTIONAL TESTING SHALL BE IN ACCORDANCE WITH SECTIONS

C408.3.1.1 AND C408.3.1.3 FOR APPLICATION CONTROL TYPE.

28. THE PLANS REFLECT SYSTEM VOLTAGES DROP AS PER FBC ENERGY CONSERVATION 2023 8th EDITION C405.5.3.

FEEDER CONDUCTORS AND BRANCH CIRCUITS ARE SIZED FOR A MAXIMUM VOLTAGE DROP OF 5 PERCENT AT DESIGN

LOAD.

29. IF ANY CONDITION IS EXISTING, CONTRACTOR SHALL HAVE SITE VISIT, INSPECT THE EXISTING SERVICE, ELECTRICAL CONDITIONS AND MATCH WITH ELECTRICAL PLANS. IF THERE IS ANY DISCREPANCY, NOTIFY ENGINEER BEFORE PLACING

THE BID FOR THE JOB.

30. ELECTRICAL PANEL SCHEDULE AND RISERS PROVIDED TO STABLISH THE QUALITY OF DESIGN. CHANGING TO MANUFACTURE COULD RESULT DIFFERENT DIMENSION OR LOCATION OF ELECTRICAL PANELS. CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR FINAL DIMENSION AND MANUFACTURE BEFORE PLACING THE ORDER.

31. PROVIDE SEA COAST PROTECTION FOR ELECTRICAL EQUIPMENTS LOCATED NEAR SEA COAST, SHALL BE MARINE GRADE STAINLESS STEEL FOR ALL PROJECT AT LEAST 1 MILE OR LESS NEAR SEA COAST. NEMA 4X.

32. CONTRACTOR SHALL PROVIDE DRAIN PAN WITH PROPER DISPOSAL DRAIN UNDER PIPING/DUCTWORK LOCATED ON

TOP OF ELECTRICAL PANEL.

33. ELECTRICAL CONTRACTOR SHALL COORDINATE DISCONNECT AND FUSE REQUIREMENTS FOR MECHANICAL UNIT WITH MECHANICAL CONTRACTOR AND EQUIPMENTS MANUFACTURER PRIOR TO ROUGH-IN AND PROVIDE AS REQUIRED.

COORDINATE LOCATION OF DISCONNECT WITH OWNER AND MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. LOCATE AS

REQUIRED TO MAINTAIN NEC CLEARANCES.

34. CONTRACTOR SHALL PROVIDE TAMPER RESISTANT RECEPTACLES PER NEC406.12 ALL 15 AND 20 AMPERE, 125 AND 250 VOLT NONLOCKING-TYPE RECEPTACLE IN THE AREAS SPECIFIED IN 406.12(1) THROUGH (8) & 518.2 SHALL BE LISTED

TAMPER RESISTANT RECEPTACLES.

35. PER FBC 2023 SECTION 917, FIRE CODE, NFPA 72, NFPA 1221 AND UL2524, REQUIRE ALL BUILDINGS TO HAVE APPROVED RADIO COVERAGE FOR EMERGENCY RESPONDERS WITHIN THE BUILDING BASED ON THE EXISTING COVERAGE LEVELS OF THE PUBLIC SAFETY COMMUNICATION SYSTEMS OF THE JURISDICTION AT THE EXTERIOR OF THE BUILDING.