PR

OJ

EC

T

No : 2

DANIA BEACH, FLORIDA

NOTES:

LEGAL DESCRIPTION:

JENNA MARTINETTI, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 69035.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JENNA MARTINETTI, P.E. ON THE

DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

N

S

W E

BENCHMARK:

PROJECT

LOCATION

DANIA BEACH CITY HALL WIND

PROTECTION

Scale: 1" = 300'

LOCATION MAP

CITY LOGO HERE

NUMBER

PERMITCGA

INITIALSSUBMITTED

DATEPERMITTING AGENCIES DATE

APPROVED

CURRENT REV No.: ---- - ----

SHEET:

DATE:NONO DATE REVISION BY REVISIONDATE BY 04/21/2026

G0

R

KNOW WHAT'S BELOW

AL W A Y S C A L L 8 1 1

B E F O R E Y O U D I G

It's fast. It's free. It's the law.

www.callsunshine.com

BID SET

NOT FOR CONSTRUCTION

CITY OFFICIALSCITY OFFICIALS

MAYOR: JOYCE L. DAVIS

VICE-MAYOR: MARCO A. SALVINO, SR.

COMMISSIONERS: LORI LEWELLEN

LUIS RIMOLI

ARCHIBALD J. RYAN IV

CITY MANAGER: ANA M. GARCIA

S.

F

ED

ER

AL

H

W Y

DANIA BEACH BLVD.

N W

ST

A

VE

N W rd

A

VE

HILL ST.

STIRLING ROAD

Sheet List Table Sheet Number Sheet Title

G0 COVER

G1 SIGNATURE SHEET

G2 LEGEND, ABBREVIATIONS AND GENERAL NOTES

C1 SITE PLAN

C2 DETAILS

E1 ELECTRICAL NOTES

E2 ELECTRICAL SITE PLAN

E3 ELECTRICAL RISERS

E4 PARTIAL ELECTRICAL PLANS

E5 GENERATOR DETAILS

E6 GENERATOR DETAILS

CV INDEX SHEET

S-1 PLAN VIEW WIND PRESSURES

S-2 NORTH, SOUTH, EAST, WEST ELEVATIONS

S-3 PARTIAL PLAN AND DETAILS

S-3.1 PARTIAL PLAN AND DETAILS

S-3.2 PARTIAL PLAN AND DETAILS

S-4 PARTIAL PLAN AND DETAILS

S-5 GENERATOR ENCLOSURE PLAN AND DETAILS

MULTICORELINK:G1 SIGNATURE SHEET-G1 SIGNATURE SHEET

MULTICORELINK:G1 SIGNATURE SHEET-G1 SIGNATURE SHEET

ELECTRICAL PLANS

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH THE RULE 61G15-23.004, F.A.C.

JORGE R. CERVANTES, STATE OF FLORIDA,

PROFESSIONAL ENGINEER, LICENSE NO. 45832.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED

BY JORGE R. CERVANTES, P.E. ON THE DATE

INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

J o rge R. CervantesLICENSE

NO. 45832

PRO

FESSIONA L ENGIN

EE

R

FLO R IDA

STATE OF

CALVIN, GIORDANO ASSOCIATES, INC.

1800 ELLER DRIVE, SUITE 600

FORT LAUDERDALE, FLORIDA 33316

954-921-7781

SIGNATURE SHEET

DANIA BEACH CITY HALL WIND PROTECTION

DANIA BEACH, FLORIDA

NONO DATE REVISION BY REVISIONDATE BY

SCALE

PROJECT No

SHEET

DATE:

R

KNOW WHAT'S BELOW

A L W A Y S C A L L 8 1 1 B E F O R E Y O U D I G

It's fast. It's free. It's the law.

www.callsunshine.com

G1

CIVIL PLANS

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH THE RULE 61G15-23.004, F.A.C.

LAKDAS/YOHALEM ENGINEERING, INC.

2211 NE 54th ST.

FORT LAUDERDALE, FLORIDA 33308

954-771-0630

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH THE RULE 61G15-23.004, F.A.C.

LAKDAS NANAYAKKARA, STATE OF FLORIDA,

PROFESSIONAL ENGINEER, LICENSE NO. 037590.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY LAKDAS NANAYAKKARA, P.E. ON THE

DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

CALVIN, GIORDANO ASSOCIATES, INC.

1800 ELLER DRIVE, SUITE 600

FORT LAUDERDALE, FLORIDA 33316

954-921-7781

STRUCTURAL PLANS

JENNA MARTINETTI, STATE OF FLORIDA,

PROFESSIONAL ENGINEER, LICENSE NO. 69305.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED

BY JENNA MARTINETTI, P.E. ON THE DATE INDICATED

HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

J e nna MartinettiLICENSE

NO. 69305

PRO

FESSIONA L ENGIN

EE

R

FLO R IDA

STATE OF

LICENSE

Sheet List Table

Sheet Number Sheet Title

G0 COVER

G2 LEGEND, ABBREVIATIONS AND GENERAL NOTES

C1 SITE PLAN

C2 DETAILS

Sheet List Table

Sheet Number Sheet Title

CV INDEX SHEET

S-1 PLAN VIEW WIND PRESSURES

S-2 NORTH, SOUTH, EAST, WEST ELEVATIONS

S-3 PARTIAL PLAN AND DETAILS

S-3.1 PARTIAL PLAN AND DETAILS

S-3.2 PARTIAL PLAN AND DETAILS

S-4 PARTIAL PLAN AND DETAILS

S-5 GENERATOR ENCLOSURE PLAN AND DETAILS

Sheet List Table

Sheet Number Sheet Title

E1 ELECTRICAL NOTES

E2 ELECTRICAL SITE PLAN

E3 ELECTRICAL RISERS

E4 PARTIAL ELECTRICAL PLANS

E5 GENERATOR DETAILS

E6 GENERATOR DETAILS

MULTICORELINK:G0 COVER-G0 COVER

MULTICORELINK:G0 COVER-G0 COVER

ABBREVIATION LEGEND

FIRE HYDRANT

GROUND/LANDSCAPING LIGHTING

FIRE DEPARTMENT CONNECTION

M WATER METER

SINGLE WATER SERVICE

DOUBLE WATER SERVICE

BACKFLOW PREVENTER

BLOWOFF

REDUCER

GATE VALVE

90°, 45°, 22.5° & 11.25° BENDS

CATCH BASIN

MANHOLE

CLEANOUT

DRAINAGE FLOW

SPOT GRADE

STORM YARD DRAIN

P5 STORM INLET

P6 STORM INLET

0.00

EXFILTRATION TRENCH

PAVEMENT RESTORATION

CONCRETE

LANDSCAPING RESTORATION (HEDGE, SOD, MULCH)

DOUBLE DETECTOR CHECK VALVE

FPL MANHOLE

CONCRETE UTILITY POLE

GUY ANCHOR

COMMUNICATION MH

COMMUNICATION RISER

CABLE TV MANHOLE

ELEC. HANDHOLE

FPL TRANSFORMER

GAS METER

LIGHT POLE

TRAFFIC CONTROL BOX

WOOD POWER POLE

CLEANOUT

CABLE TV RISER

FPL

C

EHH

E

GAS

CONCRETE LIGHT POLE

CLP

WPP

SECTION LINE

R/W LINE

CENTERLINE

EXISTING CHAIN LINK FENCE

GUARDRAIL

EXISTING SANITARY SEWER

EXISTING NATURAL GAS

EXISTING IRRIGATION

EXISTING OXYGEN

EXISTING UNDERGROUND POWER

EXISTING STORM SEWER

EXISTING WATER MAIN

TO BE DEMOLISHED

EXISTING FORCE MAIN

EXISTING FIRE MAIN

EXISTING CONDENSATION

LOT LINE

EXISTING BURIED FIBER OPTIC

EXISTING UNDERGROUND COMCAST

EXISTING CHILLER

EXISTING AT&T UNDERGROUND

EXISTING FUEL LINE

EXISTING OVERHEAD ELECTRIC

EXISTING UNDERGROUND ELECTRIC

EXISTING UNKNOWN UTILITY

PROPOSED CHAIN LINK FENCE

EXISTING WOOD FENCE

EXISTING PICKET FENCE

LINE TYPE LEGEND

HATCHING LEGEND

PROPOSED SYMBOL LEGEND

SPOT ELEVATION (FT)

x 8.

TEE

CROSS

AIR RELEASE VALVE

VERTICAL BENDS

PLUG

BLOWOFF

1 CONFLICT ID

SANITARY FLOW DIRECTION

CLEAN OUT

SINGLE SANITARY LATERAL

DOUBLE SANITARY LATERAL

HEADWALL

MITERED END - RCP

MITERED END - HDPE

SLOTTED DRAIN

SYNTHETIC BALES

ROCK BAGS W/ SYNTHETIC BALES

SILT BARRIER FENCE

TURBIDITY BARRIER

B.S.P. No. BACTERIOLOGICAL SAMPLE POINT

GATE VALVE

IRR

WATER VALVE

SEWER VALVE

GAS VALVE

GV

SV

WV

FIRE HYDRANT

REDUCER

IRRIGATION VALVE

SANITARY MANHOLE

FIRE DEPARTMENT

CURB INLET

CONCRETE SIGNAL POLE

CSP

M

SIGN

WATER METER

NVAL

EXISTING SYMBOL LEGEND

SIGN

ARV AIR RELEASE VALVE

BE BURIED ELECTRIC

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VAVLE

BM BENCHMARK

BOP BOTTOM OF PIPE

BSP BACTERIOLOGICAL SAMPLING POINT

CAP CORRUGATED ALUMINUM PIPE

CB CATCH BASIN

CI CURB INLET

CIP CAST IRON PIPE

CLF CHAIN LINK FENCE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CONC CONCRETE

DE DRAINAGE EASEMENT

DIP DUCTILE IRON PIPE

E EAST

EL ELEVATION

EOW EDGE OF WATER

EXIST EXISTING

EXFILT EXFILTRATION

FF EL FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FM FORCE MAIN

GALV GALVANIZED

GV GATE VALVE

HORZ HORIZONTAL

H.P. HIGH POINT

INV INVERT

JB JUNCTION BOX

LF LINEAR FEET

MAX MAXIMUM

ME MATCH EXISTING

MH MANHOLE

MIN MINIMUM

MJ MECHANICAL JOINT

N NORTH

NAVD NORTH AMERICAN VERTICAL DATUM

NGVD NATIONAL GEODETIC VERTICAL DATUM

NIC NOT INCLUDED

NTS NOT TO SCALE

OE OVERHEAD ELECTRIC

PCAP PERFORATED CORRUGATED ALUMINUM PIPE

PP POLYPROPYLENE

PRB POLLUTION RETARDANT BAFFLE

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE PIPE

RCW RECLAIMED WATER

RED REDUCER

R/W RIGHT-OF-WAY

S SOUTH

SAN SANITARY

SB SOIL BORING

STA STATION

TOB TOP OF BANK

TOP TOP OF PIPE

TYP TYPICAL

UE UTILITY EASEMENT

VERT VERTICAL

W WEST

WM WATER MAIN

HOSE BIBB

D

LIGHT POLE

S

ELECTRIC MANHOLE

EMH

PROPERTY LINE

CATCH BASIN

STORM MANHOLE

1" ASPHALT MILLING AND RESURFACING

GRAVEL RESTORATION

6" STEP

NONO DATE REVISION BY REVISIONDATE BY

SCALE

PROJECT No

SHEET

DATE:Fi le

N am e:

P:

\P ro je ct s\

\2

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B ea ch E ng in ee rin g Se rv ic es \2

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P M

JENNA MARTINETTI, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 69035.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JENNA MARTINETTI, P.E. ON THE

DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

R

KNOW WHAT'S BELOW

A L WA Y S C A L L 8 1 1

B E F O R E Y O U D I G

It's fast. It's free. It's the law.

www.callsunshine.com

04/21/2026 2259171

AS SHOWN G2LEGEND, ABBREVIATIONS AND

GENERAL NOTES

DANIA BEACH CITY HALL WIND PROTECTION

DANIA BEACH, FLORIDA

BID SET

NOT FOR CONSTRUCTION

C O

N C

R E

TE

S

ID

E

W A

LK

CONC.

CONC.

25.0'

.1

16.3'

A /C

A /C6'

C B

S W

A

LL

GATE

CONC.

CONCRETE SIDEWALK

BRICK DRIVE

BLDG. OVERHANG

11.21

9.48

SMN

10.

10.

11.6

10.

.76

10.

.63 10.79

10.

10.50

10.

10.49 10 .3

.32

10.24 10.

10.

.2

10.

3310.39

10.59

10.64 10 .62

10.98

.89

11.03

11.

11.

12.

12.

12.

11.

11.

11.

WV

.43

11.66

11.

10.

10.94

10.

10.

10.85

11.

11.

11.

10.6810.

10.

11.

11.

11.

11.

10.67

.41

10.

10.

11.

11.

10.

9.9

11.26 11 .38

11.

11.92

10.

6 10.

11.39

10.

10.

10.

11.69

11.68

11.6111.16 11.

0911.12

11.

11.

11.

0911.

1011.

11.

11.18

11.19

11.89 11.

11.94

11.40 11.

11.

11.20

11.32

.05

.1

11.

1311.06

11.

11.01 10 .9

10.93 10.90 10.85

10.

.85

10.77 10.

.74

10.

.7

10.

7110.

10.64

10.68

11.

D

E

EE

E

.3

10.

10.67

11.00 10.91

10.88 10.93

10.

.08

10.

10.

10.

11.

10.

11.0611 .03

12.40

11.

.29

11.

11.

14 11.28

11.

11.

11.

11.

11.

11.

11.

.00

CONC.

C O

N C

DU

MP

ST

ER

P A

D

CONCRETE SIDEWALK

CONC.

C

O N

C R

ET

E

CONCRETE

C O

N C

C U

R B

C O

N C

A/C'S

TRANSFORMER

PAD

M E

TA

L

S

TE

P S

C O

N C

R

ET

E G

EN

ER

AT

O

R P

A D

A/C'S

ASPHALT PARKING

A

S P

H A

LT

P

A R

K

IN

G

C O

N C

R

ET

E

SI

D

EW

AL

K

CONC

STEP

55.6'

27.4'

20.7'

26.5'

12.4'

.5

.8

.0

.0

' 72.7'

.4

12.3'

.1

42.1' 7.0'

.3

.3

55.1' .4

7.8'

.9

93.8'

.1

51.1'

.7

.5

13.8'

6.5'1.

3'

3.4' 20.7'

.1

' 4 .3

375.31'

3.

ORIGINAL BLOCK LINE

104°29'21"

ONE AND TWO STORY CBS BUILDING

FLOOR ELEVATION=12.40'(NAVD88)

SECOND FLOOR ELEVATION 24.45'

5/ 8"

F C

IR

L B

4' C

O N

C R

E

TE

W A

LK

4' C

O N

C R

E

TE

W A

LK

E D

G E

O F

P A

V E

M E

N T

E D

G E

O F

P A

V E

M E

N T

R

AM

P

WOOD

GATES

9.8

10.

S 9.9

1 9.9

9.7

9.7

S 9.6

9.6

WV

WV

9.80

9.8

9.7

9.2

9.3

9.3

9.19.26

9.27

9.29

9.23 9.

14 9.2

9.7

9.79 9.73

9.5

9.73

9.

9.88

9.3

9.97 9.98

9.5

9.4

9.7

9.8 79.6

9.8

9.8

9.

10.00

9.7

9.3

9.97 10.10

2' CURB & GUTTER

CONCRETE SIDEWALK

R A

M P

C O

V E

R E

D C

O N

C

10.

10.

22 9.49

9.4 69.4

9.4

9.4 5 9.3

7 9.4

9.4

9.4 7 9.53 9.5

910.01

10003

E

CONC.

GRASS

GRASS

CONCRETE

GRASS

GRASS

CONC.

CONC.

METAL STAIRS

CONC.

CONC. CONC.

CONC. SIDEWALK

HEDGE

P

LA

N

TE

R

CONC.

GRASS

GRASS

GRASS

GRASS

GRASS

CONC.

SET PRM

N 625576.0250 E 936655.7668N88°06'37"E

N

°3 7'

"E 30

9.

C L

CL

.0

' F P

L E

A S

E M

E N

T O

.R .B

.4

, P

G .1

4, B .C

.R

W. DANIA BEACH BOULEVARD

(PLATTED AS COCOANUT AVENUE)

50.0' RIGHT-OF-WAY (P.B. B, PG. 49, D.C.R.)

.0

PARCEL 'B'

DANIA BEACH CITY CENTER

P.B. 179, PG. 137, B.C.R.

2.84 ACRES

10.0'

.0

C O

N C

. W A

LK

4.

T O

T A

L)

N .W

. 3 R

D A

V E

N U

E (P

LA

TT

E D

A S

D A

N

IA

A V

E N

U E

.0 ' R

IG

H

T -O

F -W

A Y

P

.B . B

, P G

. 4 9, M .D

.C .R

WV

9.3

9.76

9.87

9.9

9.689.51

10.

9.5

10.

9.70 9.7

.0

WV

WV

9.8

9.8

9.8

9.849.

9.

9.59

9.759.74

9.34

10.

10.

9.60 9.499.28

9.52

9.72 9.7

9.75

9.73

9.7 110.

11.26

10.8710.

10.

10.

10.

9.9

9.

629.51

10.24

.41

9.

.12 10.38

10.

10.

10.

069.99

9.9

9.

9.7

10.

10.

10.5710 .5

10.

10.40

9.82

.049.88

9.8

11.

10.

TEL

S

10.

10.

9.79.8

E

COVERED BUS BENCH

A S

P H

G R

AS

S

C O

N C

R

ET

E

SI

D

EW

AL

K

EL

EC

11.

M

M9.4

11.

9.4

9.7

10.

10.3810.43 10.46

10.51

10.60

10.

10.

10.

10.67

10.

11.

10.

.6

.6010 .56

10.52

10.46

10.44 10 .4

10.65

10.45

.32

.04

10.

0510.05

10.

9.67

9.9

10.

10.

FOLIO: 5042-34-62-0020

OWNER: CITY OF DANIA BEACH

ADDRESS: 100 W. DANIA BEACH BLVD.

ASPHALT PARKING

EDGE OF PAVEMENT

G R

AS

S

G R

AS

S

R A

M P

STEP STEP

GRASS

RIM EL.=9.58'

INV.EL. = (-)0.02' (N) 8" PVC

INV. EL. = 4.28' (S) 8" PVC

INV. EL. = (-)0.02' (S) 8" PVC

INV. EL. = (-)0.20' (E) 8" PVC RIM EL.=9.97'

INV.EL. = (-)0.69' (W) 8" PVC

INV. EL. = (-)0.89' (E) 8" PVC

PB

DANIA BEACH BLVD.

SIDEWALK REPAIR

SEE STRUCTURAL PLANS

EXIST. BUS SHELTER

AND SLAB TO REMAIN

CONTRACTOR SHALL REGRADE

EXISTING SWALE TO ALLOW

STORMWATER TO EXISTING

RETENTION AREA

PROPOSED GENERATOR

SEE ELECTRICAL PLANS

SHEET PILE, SEE

STRUCTURAL PLANS

EXIST. GENERATOR

ENCLOSURE AND PAD

TO BE MODIFIED. SEE

STRUCTURAL PLANS

SOD RESTORATION

F.F.E.

+12.40'

NW

3R

D

AV

E.

C O

N C

R E

TE

S

ID

E

W A

LK

(P

LA

T

22.5'

29.8'

COMMUNITY LIBRARY

FLOOR ELEVATION = 11.42'(NAVD88)

59.5'

17.4'

16.4'

38.4'

14.8'

22.4'

25.0'

.5

.8

.5

.1

' C

O V

E R

E D

C O

N C

R E

TE

W

A

LK

.3

.7

.1

16.3'

C O

N C

. W A

LK

HEADER CURB

A S

P H

A

LT

P A

V E

M E

N T

10.

FOUND NAIL

LS 3487

5/ 8"

F C

IR

L B

FIR (5/8")

LB 3487

FND

FNC

LB 6448

FND

3/4"PIPE

NO ID

M

H Y D

GV

GV

GV

GAS

N O

P A

R K

IN

G

W. DANIA BEACH BOULEVARD

(PLATTED AS COCOANUT AVENUE)

50.0' RIGHT-OF-WAY (P.B. B, PG. 49, D.C.R.)

N .W

. 1 S

T A

V E

N U

E

(P

LA

TT

E

D A

S C

O P

E N

H A

G E

N A

V E

N U

E

.0

' R

IG

H T

-O F

-W A

Y

P .B

B

P

G D

.C .R

C O

N C

. W A

LK

CONC. WALK

N .W

. 3 R

D A

V E

N U

E (P

LA

TT

E D

A S

D A

N

IA

A V

E N

U E

.0 ' R

IG

H

T -O

F -W

A Y

P

.B . B

, P G

. 4 9, M .D

.C .R

TEL

CONC. WALK

A S

P H

A

LT

P A

V E

M E

N T

PB

SITE PLAN

BID SET

NOT FOR CONSTRUCTION

DANIA BEACH CITY HALL WIND PROTECTION

DANIA BEACH, FLORIDA

( IN FEET )

GRAPHIC SCALE

10 4020

1"=20'

NONO DATE REVISION BY REVISIONDATE BY

SCALE

PROJECT No

SHEET

DATE:Fi le

N am e:

P :\P ro je ct s\

\2

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M

JENNA MARTINETTI, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 69035.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JENNA MARTINETTI, P.E. ON THE

DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

R

KNOW WHAT'S BELOW

A L WA Y S C A L L 8 1 1

B E F O R E Y O U D I G

It's fast. It's free. It's the law.

www.callsunshine.com

04/21/2026 2259171

AS SHOWN C1

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY EXTENTS OF NECESSARY DEMOLITION AND

EXPOSE EXISTING UTILITIES AT CONFLICT POINTS PRIOR TO CONSTRUCTION OF

ELECTRICAL CONDUIT.

2. CONTRACTOR SHALL TAKE NECESSARY MEASURE TO PROTECT EXISTING UTILITIES

DURING DEMOLITION AND CONSTRUCTION.

3. CONTRACTOR SHALL USE CAUTION DURING CONSTRUCTION TO AVOID DAMAGING ALL

EXISTING TREES.

4. REFER TO STRUCTURAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL MODIFICATIONS

AND DETAILS.

5. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES ROUTING OF UNDERGROUND

ELECTRICAL AND GAS REQUIREMENTS PRIOR TO START OF CONSTRUCTION.

6. UNDERGROUND ELECTRICAL CONDUITS & WIRING. SEE ELECTRICAL PLANS.

7. NEW EMERGENCY GENERATOR UNIT PURCHASED BY THE CITY, INSTALLED BY

CONTRACTOR ON STRUCTURAL CONCRETE PAD. SEE STRUCTURAL AND ELECTRICAL

PLANS.

8. ANY DAMAGE TO EXISTING TREES, SHRUBS, CURB SLABS, SIDEWALKS, OR EXISTING

ITEMS NOT SHOWN IN PLAN SHALL BE REPLACED AT THE CONTRACTOR'S COST TO

THE EXISTING CONDITION OR BETTER.

9. ANY IMPACT TO EXISTING SWALES OR SOD SHALL BE REPLACED TO MATCH EXISTING

ELEVATION AND FLOW PATTERNS.

10. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN/MAINTENANCE OF TRAFFIC

(MOT) PLAN FOR THE CITY FOR APPROVAL PRIOR TO STARTING WORK. MOT PLAN

SHALL INCLUDE PHASING AND TIMELINES FOR CONSTRUCTION AND MATERIAL

DELIVERIES FOR THE LIFE OF THE CONSTRUCTION PROJECT.

KEY MAP

CONCRETE

LANDSCAPING RESTORATION (HEDGE, SOD, MULCH)

GRAVEL RESTORATION

6" STEP

LEGEND:

NONO DATE REVISION BY REVISIONDATE BY

SCALE

PROJECT No

SHEET

DATE:Fi le

N am e:

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JENNA MARTINETTI, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 69035.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JENNA MARTINETTI, P.E. ON THE

DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

R

KNOW WHAT'S BELOW

A L WA Y S C A L L 8 1 1

B E F O R E Y O U D I G

It's fast. It's free. It's the law.

www.callsunshine.com

04/21/2026 2259171

AS SHOWN C2

12"VARIES

6" O.

D.

" M

IN

D

.I.

P.

" M

IN

P.

V.

C

" M

IN

(H .D

.P .E

BOTTOM OF ROADWAY BASE

OR PERVIOUS GRADE

12"

SUITABLE BACKFILL PLACED IN

6" LAYERS COMPACTED TO

A DENSITY OF NOT LESS THAN

98% OF THE MAXIMUM DRY DENSITY

AS DETERMINED BY AASHTO T-180

2-1/2" MAX. ROCK DIAMETER

SELECT BACKFILL PLACED IN

6" LAYERS COMPACTED TO

A DENSITY OF NOT LESS THAN

95% OF THE MAXIMUM DRY DENSITY

AS DETERMINED BY AASHTO T-180

1" MAX. ROCK DIAMETER

PIPE BEDDING #57 STONE

WRAPPED IN FILTER FABRIC

(SEE NOTE 1)

NOTE:

1. SUITABLE BACKFILL SHALL BE IMPORTED AS NEEDED UP TO THE

BEDDING FOUNDATION.

2. INSTALL TRACEABLE WARNING TAPE DIRECTLY ABOVE ELECTRICAL

CONDUIT, 12 INCHES ABOVE CONDUIT.

3. INSTALL TRACEABLE WARNING TAPE DIRECTLY ABOVE GAS PIPE, 12

INCHES ABOVE PIPE.

4. INSTALL TRACER WIRE DIRECTLY ABOVE GAS PIPE.

TEMPORARY TRENCH PATCH

2" ASPHALT OR STEEL PLATE UNTIL

PAVEMENT RESTORATION IS COMPLETED.

SEE TECH. SPECIFICATIONS SECTION 01515

TRACEABLE WARNING TAPE

PIPE TRENCH IN SATISFACTORY SOILS

SCALE: N.T.S.

TYPE "B"

(SAWED JOINTS)

TYPE "A"

(EXPANSION JOINTS)

TYPE "A" JOINTTYPE "A" JOINT

TYPE "B" JOINT

TYPE "B" JOINT

TYPE "A" JOINT

TYPE "B" JOINT

REFER TO PLAN

5'

(TYPICAL)

1/2"

3/16"

SAWCUT

12" R.

1-12" (6" THICK)

1" (4" THICK)

20'

PLAN

ELEVATION

SECTION

1/2" PRE-MOLDED FIBEROUS EXPANSION

JOINT MATERIAL PER FDOT SPEC. 932-1.1

REFER TO PLAN

FOR LAYOUT DETAILS

1% MIN. TO 2% MAX.

WITH TRANSVERSE

HAIR BROOM FINISH

SIDEWALK JOINTS

TYPE LOCATION

20'-0" CENTER TO CENTER P.C. AND P.T. OF CURVES. JUNCTION OF EXISTING AND NEW

SIDEWALKS. WHERE SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES

OR AT THE DISCRETION OF THE ENGINEER.

5'-0" CENTER TO CENTER ON SIDEWALKS THROUGHOUT THE SITE."B"

"A"

5% MAX.

LONGITUDINAL

SLOPE

12" R. IF TOOLED JOINTS

ARE SPECIFIED IN THE PLANS

ALT. TYPE "B"

(TOOLED JOINTS)

1-12" (6" THICK)

1" (4" THICK)

2"R TOOL

ALL EDGES

6"

(TYPICAL)

PORTLAND CEMENT CONCRETE

PER FDOT SPEC. 347 AND 522

2500 PSI @ 28 DAYS

4" THICK OR

6" THICK AT DRIVEWAYS

UNLESS OTHERWISE NOTED IN THE PLANS

SIDEWALK JOINTS

6" BASE COMPACTED TO

98% OF AASHTO T-180

DENSITY PER

FDOT SPECIFICATION 522

CONCRETE SIDEWALK

SCALE: N.T.S. CURRENT

BID SET

NOT FOR CONSTRUCTION

DETAILS

DANIA BEACH CITY HALL WIND PROTECTION

DANIA BEACH, FLORIDA

GENERAL ELECTRICAL NOTES:

1 - GENERAL REQUIREMENTS

ALL REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF

THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE CONTRACTOR SHALL BE

RESPONSIBLE TO BECOME THOROUGHLY FAMILIAR WITH ALL ITS CONTENTS AS TO REQUIREMENTS WHICH AFFECT THIS DIVISION. THE WORK REQUIRED UNDER THIS DIVISION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED

BY THE DRAWINGS AND SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO

FACILITATE EACH SYSTEMS FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT

SPECIFIED. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A FULLY OPERATIONAL

ELECTRICAL SYSTEM AS PER THE INTEND SHOWN ON DRAWINGS AND SPECIFICATIONS.

2 - INSPECTION OF SITE

THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BECOME

FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO

DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA

COMPENSATION OVER AND ABOVE THE CONTRACT PRICE.

3 - MATERIAL AND WORKMANSHIP

ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION. ALL MATERIAL AND

APPARATUS SHALL HAVE MARKINGS OR A NAMEPLATE IDENTIFYING THE MANUFACTURER AND

PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE AND CAPACITY. ALL

WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE. IN GENERAL, ALL MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE PERFORMANCE OF THE ELECTRICAL WORK SHALL BE FURNISHED BY THIS CONTRACTOR. MATERIAL AND EQUIPMENT SHALL BE STORED AND MAINTAINED IN CLEAN CONDITION, AND PROTECTED FROM

WEATHER, MOISTURE, AND PHYSICAL DAMAGE.

4 - COORDINATION

THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS AND SUBCONTRACTORS SO THAT VARIOUS COMPONENTS OF THE ELECTRICAL SYSTEMS WILL BE INSTALLED AT THE PROPER

TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO ALL

EQUIPMENT. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL, STRUCTURAL AND

MECHANICAL DRAWINGS AND TO RELEVANT EQUIPMENT DRAWINGS TO DETERMINE THE EXTENT OF

CLEAR SPACES. THE CONTRACTOR SHALL MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT,

BEAMS AND OTHER STRUCTURAL MEMBERS, AND TO FACILITATE CONCEALING CONDUIT IN THE

MANNER ANTICIPATED IN THE DESIGN. THE CONTRACTOR SHALL PROVIDE MATERIALS WITH TRIM

WHICH WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY

INSTALLED.

5 - DIMENSIONS AND LAYOUTS

THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF THE

SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO BE INTEGRATED WITH OTHER PARTS OF THE BUILDING. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO

SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB MEASUREMENTS, BY CHECKING THE

REQUIREMENTS OF OTHER TRADES, AND BY REVIEWING ALL CONTRACT DOCUMENTS. THE

CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY

PROPER CHECKING AND INSPECTION.

6 - ORDINANCES AND CODES

CONTRACTOR'S PERFORMANCE, WORKMANSHIP AND MATERIALS SHALL COMPLY WITH FBC 2023 (8th

EDITION) AND NEC 2020 CODES, STATE AND LOCAL BUILDING CODES, AND/OR ALL OTHER

APPLICABLE CODES AND ORDINANCES. CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTS AFFECTED BY CONNECTION OF SERVICES.

CONTRACT SHALL OBTAIN AND PAY FOR ALL PERMITS.

7 - SUBSTITUTIONS

THIS SPECIFICATION PROVIDES THAT THE BASE BID OF ALL CONTRACTORS SHALL INCLUDE THE PRODUCTS SPECIFICALLY NAMED, THE CONTRACTOR BEING PERMITTED TO SUBMIT IN THE FORM OF ALTERNATES, WITH HIS PROPOSAL, PRODUCTS OF ANY OTHER MANUFACTURERS FOR SIMILAR USE, PROVIDED THE DIFFERENCE IN COST, IF ANY, IS SPECIFIED IN EACH CASE. THE TERMS

"APPROVED", "APPROVED EQUAL", OR "EQUAL" SHALL MEAN APPROVED BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN

ALTERNATE.

8 - SHOP DRAWINGS

SUBMIT FOR APPROVAL ELECTRONIC FILES OF MFR. SHOP DRAWINGS OF ALL MAJOR ITEMS OF

EQUIPMENT AND ALL ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS. BEFORE SUBMITTING

SHOP DRAWINGS AND MATERIAL LISTS, THE CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT

SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND SHALL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE ENGINEER'S CHECKING AND

SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM

RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, OR QUANTITIES; OR OMISSIONS OF COMPONENTS OR FITTINGS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING

CONDITIONS.

9 - ADJUSTING, ALIGNING AND TESTING

ALL ELECTRICAL EQUIPMENT ON THIS PROJECT FURNISHED UNDER THIS DIVISION AND ALL

ELECTRICAL EQUIPMENT FURNISHED BY OTHERS SHALL BE ADJUSTED, ALIGNED AND TESTED FOR PROPER OPERATION BY THE ELECTRICAL CONTRACTOR COMPLETE WIRING SYSTEMS SHALL BE FREE

FROM SHORT CIRCUITS. ALL MOTORS SHALL BE VERIFIED FOR PROPER ROTATION.

10 - OPERATION AND MAINTENANCE INSTRUCTIONS

SUBMIT TO THE ARCHITECT/ENGINEER THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND

OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM INCLUDING

APPROVED COPIES OF MANUFACTURERS CATALOG SHEETS, WIRING DIAGRAMS, MAINTENANCE

INSTRUCTIONS, OPERATING INSTRUCTIONS AND PARTS LISTS, REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM OPERATION TO OWNER'S REPRESENTATIVE AT THE TERMINATION

OF THE WORK.

11 - START UP OF SYSTEMS

PRIOR TO START-UP OF THE ELECTRICAL SYSTEMS, THE CONTRACTOR SHALL CHECK ALL

COMPONENTS AND DEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN ALL SCREWED AND

BOLTED CONNECTIONS. ADJUST TAPS ON EACH TRANSFORMER FOR RATED SECONDARY VOLTAGE.

CHECK AND RECORD BUILDING'S SERVICE ENTRANCE VOLTAGE, GROUNDING CONDITIONS,

GROUNDING RESISTANCE AND PROPER PHASING, BALANCE ALL SINGLE PHASE LOADS AT EACH

PANELBOARD, REDISTRIBUTING BRANCH CIRCUIT CONNECTIONS UNTIL BALANCE IS ACHIEVED.

REPLACE ALL BURNED OUT LAMPS. AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE

FINAL ADJUSTMENTS AS NECESSARY.

12 - GUARANTEE

GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL PAYMENT. GUARANTEE SHALL INCLUDE MATERIAL TO BE REPLACED AND ALL LABOR

REQUIRED.

13 - EXCAVATION AND BACKFILLING

DO ALL EXCAVATION OF ALL MATERIALS ENCOUNTERED INCLUDING ROCK REQUIRED FOR WORK

UNDER THIS SECTION. BACKFILL ALL TRENCHES, TAMPING WELL IN 6" LAYERS. SYSTEM SHALL BE

TESTED, MADE TIGHT AND ACCEPTED BEFORE BACKFILL. REMOVE FROM PREMISES ALL EXCESS

MATERIAL NOT USED IN BACKFILLING. REPAIR ALL STREETS, SIDEWALKS, DRIVES, PAVING, ETC.

DAMAGED. REPAIR MATERIALS SHALL GENERALLY MATCH EXISTING CONSTRUCTION. ALL BACKFILLING AND REPAIRING SHALL MEET ALL REQUIREMENTS OF THE CITY AND OTHERS HAVING JURISDICTION.

REPAIR WORK SHALL BE THOROUGHLY FIRST CLASS. CONFORM TO ALL REQUIREMENTS OF DIVISION

TWO OF THIS SPECIFICATION.

14 - CLEANING

DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE REMOVED FROM

THE PREMISES AS REQUIRED TO PREVENT ACCUMULATION. THE CONTRACTOR SHALL COOPERATE IN

MAINTAINING REASONABLY CLEAN PREMISES AT ALL TIMES. IMMEDIATELY PRIOR TO FINAL

INSPECTION, THE CONTRACTOR SHALL MAKE A FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM HIS WORK. THE CONTRACTOR SHALL CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER

THE ELECTRICAL CONTRACT. DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER SHALL BE

REMOVED FROM ALL SURFACES. DAMAGED FINISHES SHALL BE TOUCHED UP AND RESTORED TO

THEIR ORIGINAL CONDITION.

16 - CUTTING AND PATCHING

THIS CONTRACTOR SHALL DO ALL CUTTING OF WALLS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION. CONTRACTOR SHALL OBTAIN PERMISSION OF THE ENGINEER BEFORE

DOING ANY CUTTING. ALL HOLES SHALL BE CUT AS SMALL AS POSSIBLE. CONTRACTOR SHALL

PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. ALL PATCHING SHALL BE THOROUGHLY FIRST CLASS AND SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION.

16 - ROUGH-IN

COORDINATE WITHOUT DELAY ALL ROUGHING-IN WITH GENERAL CONSTRUCTION. ALL CONDUIT

ROUGH-IN SHALL BE CONCEALED EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN.

17 - CONDUIT

ALL CONDUIT SHALL BE RUN CONCEALED WHEN POSSIBLE UNLESS OTHERWISE NOTED. ALL

CONDUIT RUN UNDERGROUND SHALL BE PVC SCH. 40 UNLESS NOTED OTHERWISE, EXPOSED TO

WEATHER OR OTHER HAZARDOUS CONDITIONS SHALL BE METAL RIGID PVC COATED U.N.O. ALL

CONDUITS SHALL BE PROVIDE WITH GROUND WIRE. FINAL CONNECTION TO EACH MOTOR AND

TRANSFORMER, AND TO ANY DEVICE WHICH WOULD OTHERWISE TRANSMIT MOTION, VIBRATION OR NOISE, SHALL BE IN FLEXIBLE METAL CONDUIT. WHERE FLEXIBLE METAL CONDUIT IS EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED. ALL FLEXIBLE METAL CONDUIT SHALL BE PROVIDED WITH AN INSULATED GROUND WIRE. CONTRACTOR

SHALL REFER TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS.

18 - CONDUIT INSTALLATION

A. ALL WIRING SHALL BE RUN IN CONDUIT.

B. CONDUIT SHALL BE INSTALLED CONCEALED ABOVE SUSPENDED CEILINGS OR CONCEALED IN

WALLS OR FLOORS WHEREVER POSSIBLE. RUN PARALLEL TO BUILDING LINES.

C. CONDUIT SHALL BE INSTALLED TO REQUIREMENTS OF STRUCTURE AND TO REQUIREMENTS

OF ALL OTHER WORK ON THE PROJECT. CONDUIT SHALL BE INSTALLED TO CLEAR ALL

OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING STEEL, ETC. CONDUIT SET IN

FORMS FOR CONCRETE STRUCTURE SHALL BE INSTALLED IN SUCH A MANNER THAT

INSTALLATION WILL NOT AFFECT THE STRENGTH OF THE STRUCTURE. EXCEPT WHERE

APPROVED IN WRITING BY THE ENGINEER, NO CONDUIT SHALL BE RUN IN A SLAB ON

GRADE. CONDUIT SHALL BE LOCATED IN GRANULAR FILL BELOW SLABS-ON GRADE. NO

ELECTRICAL ROOM SLAB CUTTING ALLOWED.

D. CONDUITS SHALL BE INSTALLED CONTINUOUS BETWEEN CONNECTIONS TO OUTLETS, BOXES

AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS AND NOT MORE THAN THE

EQUIVALENT OF FOUR 90 BENDS BETWEEN CONNECTIONS. BENDS SHALL BE SMOOTH AND

EVEN AND SHALL BE MADE WITHOUT FLATTENING CONDUIT OR FLAKING ENAMEL. RADIUS

OF BENDS SHALL BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE

CORRESPONDING TRADE ELBOW. LONG RADIUS ELBOWS SHALL BE USED WHERE

NECESSARY.

E. CONDUITS SHALL BE SECURELY FASTENED IN PLACE WITH APPROVED STRAPS, HANGERS

AND STEEL SUPPORTS AS REQUIRED. SINGLE CONDUITS FOR FEEDERS SHALL BE HUNG

WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND TURNBUCKLE SUSPENSION FROM

INSERTS SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. GROUPS OF

HORIZONTAL FEEDER CONDUITS SHALL BE CLAMPED TO UNISTRUT STEEL CHANNELS AND

SUSPENDED FROM INSERTS SPACED NOT OVER 10 FEED APART IN CONSTRUCTION ABOVE.

VERTICAL FEEDER CONDUITS SHALL BE SECURELY CLAMPED TO STRUCTURAL STEEL

MEMBERS ATTACHED TO STRUCTURE. CABLE CLAMPS SHALL BE INSTALLED FOR SUPPORT

OF VERTICAL FEEDERS WHERE REQUIRED. CONDUIT SUPPORTS SHALL BE ADDED WITHIN

12" AT ONE END OF ALL BENDS. CONDUIT SHALL NOT BE SUPPORTED FROM SUSPENDED

CEILING COMPONENTS.

F. CONDUIT ENDS SHALL BE REAMED BEFORE INSTALLATION AND ALL CONDUIT SHALL BE

THOROUGHLY CLEANED BEFORE INSTALLATION AND KEPT CLEAN AFTER INSTALLATION.

OPENINGS AND BOXES SHALL BE PLUGGED OR COVERED AS REQUIRED TO KEEP CONDUIT

CLEAN DURING CONSTRUCTION AND ALL CONDUIT SHALL BE FISHED CLEAR OF

OBSTRUCTIONS BEFORE THE PULLING OF WIRES. ALL CONDUIT SHALL BE OF AMPLE SIZE

FOR PULLING OF WIRE AND SHALL NOT BE SMALLER THAN CODE REQUIREMENTS AND NOT

LESS THAN 3/4" IN SIZE, UNLESS OTHERWISE NOTED.

G. ALL ELECTRICAL WORK SHALL BE PROTECTED AGAINST DAMAGE DURING CONSTRUCTION.

ANY WORK DAMAGED OR MOVED OUT OF LINE AFTER ROUGHING-IN SHALL BE REPAIRED

TO MEET ENGINEER'S APPROVAL WITHOUT ADDITIONAL COST TO OWNER.

H. CONDUIT TERMINATIONS AT PANELBOARDS AND JUNCTION BOXES SHALL BE ALIGNED AND

INSTALLED TRUE AND PLUMB.

I. INSTALL APPROVED EXPANSION FITTINGS WHERE CONDUIT OR E.M.T. PASSES THROUGH

EXPANSION JOINTS.

J. INSTALL A PULL WIRE IN EACH EMPTY CONDUIT WHICH IS LEFT BY THE CONTRACTOR FOR

INSTALLATION OF WIRES OR CABLES BY OTHERS.

K. MAKE ALL JOINTS AND CONNECTIONS IN A MANNER WHICH WILL INSURE MECHANICAL

STRENGTH AND ELECTRICAL CONTINUITY.

L. THRU-WIRING OF LIGHT FIXTURES IS NOT PERMITTED.

M. METALLIC CONDUIT IN DIRECT CONTACT WITH EARTH SHALL BE COATED PVC COATED STEEL

CONDUITS AND FITTINGS FOR THIS APPLICATION, UNLESS OTHERWISE NOTED. TRANSITION

FROM UNDERGROUND PVC CONDUIT TO ABOVE GROUND SHALL BE METAL RIGID PVC

CONDUIT FROM BELOW GROUND ELBOW TO 12" ABOVE GROUND.

19 - BUSHINGS AND LOCKNUTS

WHERE CONDUITS ENTER BOXES, THEY SHALL BE RIGIDLY CLAMPED TO THE BOX BY BUSHING ON THE INSIDE AND A LOCKNUT ON THE OUTSIDE AND CONDUIT SHALL ENTER THE BOX SQUARELY.

BUSHINGS AND LOCKNUTS SHALL BE MADE OF GALVANIZED MALLEABLE IRON AND SHALL HAVE

SHARP, CLEAN-CUT THREADS. WHERE THIN-WALL CONDUIT ENTERS BOX, PROVIDE APPROVED

E.M.T. CONNECTORS. USE INSULATED GROUNDING BUSHINGS WHEREVER CONNECTION IS SUBJECT

TO VIBRATION OR MOISTURE.

20 - WIRE

ALL WIRE SHALL HAVE COPPER CONNECTORS WITH U.L. LABEL, AND 600 VOLT INSULATION. ALL

WIRE SHALL BE RUN IN CONDUIT. SERVICE ENTRANCE CABLE SHALL BE TYPE USE, THWN OR

XHHW WITH STRANDED CONDUCTORS. ALL FEEDER AND BRANCH CIRCUIT WIRE #8 AWG AND

LARGER SHALL BE TYPE THWN OR XHHW, BOTH WITH STRANDED CONDUCTORS. ALL WIRE #10 AWG

AND SMALLER SHALL BE TYPE THWN (WET OR DAMP LOCATIONS, OR IN CONDUIT BELOW GRADE

OR SLAB) OR THWN (DRY LOCATIONS ONLY AND ABOVE GRADE), BOTH WITH SOLID CONDUCTORS.

WIRE WITHIN LED FIXTURE CHANNELS SHALL BE TYPE THHN. ALL BRANCH CIRCUIT WIRING SHALL BE NOT SMALLER THAN #12 AWG WIRE. CONTROL WIRING SHALL HAVE 600V INSULATION AND BE OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO ACCOMPLISHED SPECIFIED FUNCTION.

21 - WIRING INSTALLATION

A. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAY AND ENCLOSURES.

B. SUPPORT ALL WIRE AND CABLES IN VERTICAL INSTALLATIONS AS REQUIRED BY CODE BY

INSTALLING CABLE SUPPORTERS OR PLUG-TYPE CONDUIT RISER SUPPORTS.

C. ALL WIRE AND CABLE IN CONDUIT SHALL BE CONTINUOUS WITHOUT TAPS OR SPLICES. ALL

SPLICES OR TAPS SHALL OCCUR IN APPROVED BOXES AND ENCLOSURES AND SHALL BE

KEPT TO THE MINIMUM REQUIRED AND SHALL BE MADE UP WITH APPROVED SOLDERLESS

CONNECTORS. ALL SPLICES, TAPS, AND JOINTS SHALL BE INSULATED AS REQUIRED BY

CODE.

D. ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS SHALL BE DESIGNED

FOR, PROPERLY SIZED FOR, AND U.L. LISTED FOR THE SPECIFIC APPLICATION AND

CONDUCTORS INVOLVED, AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS, USING THE MANUFACTURER'S RECOMMENDED TOOLS.

E. WHERE WIRE IS INDICATED TO BE INSTALLED, BUT THE CONNECTION IS INDICATED

"FUTURE" OR "BY OTHERS", CONTRACTOR SHALL LEAVE A MINIMUM OF 3 FEET OF

"PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE BOX.

F. THE NUMBER OF CONDUCTORS IN A SPECIFIC CONDUIT RUN ARE INDICATED WITH CROSS

LINES ON EACH "CONDUIT RUN" ON THE DRAWINGS. IN GENERAL, DIRECTION OF BRANCH

CIRCUIT "HOME RUN" ROUTING IS INDICATED ON THE DRAWINGS, COMPLETE WITH CIRCUIT

NUMBERS AND PANELBOARD DESIGNATION. THE CONTRACTOR SHALL CONTINUE ALL SUCH

"HOME RUN" WIRING TO THE DESIGNATED PANELBOARD, AS THOUGH "CONDUIT RUNS"

WERE INDICATED IN THEIR ENTIRETY.

G. CONDUCTORS SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH NEC COLOR

CODE SYSTEM. IN LARGER WIRE SIZES WHERE PROPERLY COLORED INSULATION IS NOT

AVAILABLE, THE CONTRACTOR SHALL USE VINYL PLASTIC ELECTRICAL TAPE OF THE

APPROPRIATE COLOR AROUND EACH CABLE AT ALL TERMINATION POINTS, JUNCTION AND

PULL BOXES.

H. ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING SHALL BE PROPERLY

NUMBERED FOR IDENTIFICATION WITH VINYL STICK-ON MARKERS OR EQUIVALENT.

I. ALL BRANCH CIRCUITS SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR INSTALLED IN

THE BRANCH CIRCUIT RACEWAY, SIZED IN ACCORDANCE WITH NEC TABLE 250-95 UNLESS

NOTED OTHERWISE.

J. VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 3%.

22 - JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS

PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER NECESSARY FOR

PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING TO THE NATIONAL ELECTRICAL CODE AND WHERE INDICATED ON THE DRAWINGS. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE, WHICHEVER IS LARGEST. CONSTRUCTION

SHALL BE OF A NEMA DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED.

23 - OUTLET BOXES

ALL OUTLETS INCLUDING LIGHT, SWITCH, RECEPTACLE, AND SIMILAR OUTLETS, SHALL BE NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RACO OR APPROVED EQUAL GALVANIZED STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE PURPOSE THEY SERVE AND THE SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE, WHICHEVER IS LARGEST. ALL OUTLET BOXES SHALL BE SET IN WALLS, COLUMNS, FLOORS, OR

CEILINGS SO AS TO BE FLUSH WITH THE FINISHED SURFACE AND BE ACCURATELY SET AND

RIGIDLY SECURED IN POSITION. PROVIDE PLASTER RINGS, EXTENSION RINGS AND MASONARY RINGS

AS REQUIRED FOR FLUSH MOUNTING.

24 - OUTLET LOCATIONS

OUTLETS ARE ONLY APPROXIMATELY LOCATED ON THE SMALL SCALE PLANS, AND GREAT CARE

MUST BE USED IN THE ACTUAL LOCATION BY CONSULTING THE VARIOUS LARGE SCALE DETAILED

DRAWINGS USED BY OTHER CONTRACTORS, AND BY SECURING DEFINITE LOCATIONS FROM THE

ARCHITECT. THE HEIGHT OF THE CENTER OF OUTLETS ABOVE THE FINISHED FLOOR, IF NOT

OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS, SHALL GENERALLY BE AS FOLLOWS: SWITCH

OUTLETS: 48" ABOVE FLOOR TO TOP OF OUTLET WALL RECEPTACLES, 18" ABOVE FLOOR TO

BOTTOM OF OUTLET DEVICES ABOVE COUNTERS, 10" ABOVE COUNTER TO TOP OF OUTLET.

25 - WIRING DEVICES

FURNISH AND INSTALL THE OUTLETS AND SWITCHES WHERE SHOWN ON PLANS OR REQUIRED.

MINOR CHANGES RELATIVE TO THE LOCATION OF ELECTRICAL EQUIPMENT MAY BE MADE BY THIS CONTRACTOR TO COMPLY WITH STRUCTURAL AND BUILDING REQUIREMENTS AS DETERMINED IN THE COURSE OF CONSTRUCTION. ALL OUTLETS AND SWITCHES MUST BE OF THE SAME MANUFACTURER AND NOT MIXED ON THE PROJECT. COLOR AND TYPE OF SWITCHES AND RECEPTACLES SHALL BE AS REQUESTED BY THE ARCHITECT AND/OR ENGINEER, 20A DECORA TYPE ARE THE BASE FOR BID.

WIRING DEVICES MANUFATURED BY HUBBELL, LEVITON, ARROW-HART, BRYANT AND GENERAL

ELECTRIC WILL BE ACCEPTABLE.

26 - SWITCH AND OUTLET COVER PLATES

ALL SWITCH AND OUTLET PLATES SHALL MATCH TYPE OF WIRING DEVICES. SWITCH PLATES IN UNFINISHED ROOMS AND SPACES SHALL BE STAMPED STEEL PLATES, CADMIUM PLATED. GROUPS OF SWITCHES SHALL BE UNDER ONE GANG-PLATE MOUNTED HORIZONTALLY. PLATES SHALL BE SET

PLUMB, PARALLEL, AND SHALL FINISH FLUSH WITH THE WALL. WEATHERPROOF COVER PLATES

SHALL BE STAINLESS STEEL TYPE 302 WITH PVC GASKETING FOR SWITCHES. WEATHERPROOF

COVERS FOR OUTLETS SHALL BE EXTRA-DUTY AND AND IN-SUE TYPE. COVER SHALL BE WITH

SEPARATE LIFT COVERS FOR EACH DEVICE. CEILING RECEPTACLES SHALL BE WHITE OR MATCH

CEILING COLOR.

27 - PRESTOPPING OF FLOOR AND WALL PENETRATIONS

THIS CONTRACTOR SHALL SEAL ALL PENETRATIONS THROUGH FIRE RATED FLOOR AND WALL

ASSEMBLIES IN ACCORDANCE WITH NFPA CODES AND U.L. WALL CONSTRUCTION TYPES. THE

SEALING SYSTEM MUST BE CAPABLE OF PASSING A THREE HOUR TEST, PER ASTM E-814 (UL

1479). PENETRATION SEALING SYSTEM SHALL BE, AT A MINIMUM, 3M BRAND 7904 (CP-25 CAULK

OR 303 PUTTY), OR APPROVED EQUAL, AND SHALL BE INSTALLED IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

28 - FLASHING AND PITCH POCKETS

FLASH AND COUNTERFLASH ALL OPENINGS THROUGH ROOF, AND/OR PROVIDE PITCH POCKETS AS REQUIRED. ALL ROOF PENETRATIONS SHALL BE LEAKTIGHT AT THE TERMINATION OF THE WORK.

29 - EQUIPMENT IDENTIFICATION

THIS CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT IDENTIFICATION NAMEPLATES ON ALL PANELBOARDS, TIMESWITCHES, ETC. INCLUDING SWITCHES IN DISTRIBUTION PANELS. NAMEPLATES SHALL BE ENGRAVED PHENOLIC PLASTIC, AND SHALL BE FIRMLY ATTACHED TO THE EQUIPMENT.

NAMEPLATES SHALL CLEARLY IDENTIFY EACH ITEM AND WHAT IT CONTROLS.

30 - ELECTRICAL SERVICE

SEE DRAWINGS FOR TYPE, SIZE, VOLTAGE, PHASE, ETC.

31 - CONNECTION TO SERVING UTILITIES

CONTRACTOR SHALL PROVIDE PROPER TERMINATION, METERING PROVISIONS, ETC. FOR ELECTRICAL AND TELEPHONE SERVICES FOR CONNECTION BY THE SERVING UTILITY, IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF ALL CODES HAVING JURISDICTION AND OF THE SERVING UTILITY INVOLVED. ALL SERVICE TERMINATIONS AND CONNECTION POINTS SHALL BE VERIFIED IN THE FIELD BY THIS CONTRACTOR, AND HE SHALL WORK IN CONJUNCTION WITH THE UTILITY INVOLVED IN THE INSTALLATION OF ALL SERVICES. THIS CONTRACTOR SHALL PROVIDE ALL CONDUIT, ACCESSORIES, ETC. REQUIRED FOR COMPLETE UTILITY CONNECTION AND NOT FURNISHED BY THE SERVING

UTILITY. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES INVOLVED WITHIN TWO WEEKS

AFTER NOTICE TO PROCEED, OF ALL REQUIRED INFORMATION NECESSARY IN ORDER FOR THE

UTILITY TO SUPPLY THE PROJECT WITHOUT DELAY. ELECTRICAL CONTRACTOR SHALL PAY ALL

CHARGES OF THE SERVING UTILITY FOR THE ELECTRICAL SERVICE.

32 - GROUNDING

THE ELECTRICAL SERVICE, ALL TRANSFORMERS, CONDUCTORS, CONDUITS, MOTOR FRAMES, ETC. IN THIS CONTRACT WHICH REQUIRE GROUNDING SHALL BE PERMANENTLY AND EFFECTIVELY GROUNDED

BY THIS CONTRACTOR IN A THOROUGH AND EFFICIENT MANNER IN CONFORMANCE TO THE

NATIONAL ELECTRICAL CODES.

35 - DISCONNECT SWITCHES

CONTRACTOR SHALL FURNISH AND INSTALL SQUARE D, SIEMENS, CUTLER-HAMMER, OR GENERAL

ELECTRIC FUSED OR NON-FUSED (AS NOTED OR REQUIRED) NEMA HEAVY DUTY EXTERNALLY

OPERATED SAFETY SWITCHES WHERE NOT FURNISHED WITH THE STARTING EQUIPMENT, AND AT ALL OTHER POINTS REQUIRED BY CODE. FUSE HOLDERS SHALL HAVE CLASS R REFECTION FEATURE.

CONSTRUCTION SHALL BE OF A NEMA 4X S.S. SUITABLE FOR THE ENVIRONMENT INSTALLED IN.

36 - FUSES

EACH CIRCUIT AND SET OF FUSE CLIPS THROUGHOUT THE JOB SHALL BE EQUIPPED WITH

BUSSMAN OR EQUIVALENT SHAWMUT FUSES, SIZE AND TYPE AS REQUIRED OR INDICATED. ALL

FUSES LARGER THAN 600 AMPS, SHALL BE U.L. CLASS L, SIMILAR TO TYPE KRP-C. BUSSMAN

LOW PEAK OR EQUIVALENT. FUSES USED TO PROTECT MOTORS SHALL BE U.L. CLASS RK5,

BUSSMAN FUSETRON OR EQUIVALENT. ALL FUSIBLE SWITCHES THROUGHOUT THE PROJECT SHALL HAVE FUSE HOLDERS WITH CLASS R REJECTION FEATURE. ALL FUSED DEVICES SHALL BE LABELED

AS TO TYPE AND SIZE OF FUSE REQUIRED.

38 - CONTRACTOR TO OWNER COORDINATION

CONTRACTOR SHALL COORDINATE WITH OWNER THE WHOLE ELECTRICAL INSTALLATION. NO

EXPOSED HARDWARE IS ALLOWED UNLESS SITE CONDITIONS DOES NOT ALLOW HARDWARE

CONCEALMENT. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLATION NOT DONE PER HIS

STANDARDS. THE WHOLE ELECTRICAL INSTALLATION SHALL BE PERFORMED PER OWNER AND

MAXIMUM SECURITY FACILITY STANDARDS. CONTRACTOR SHALL OBTAIN ALL OWNER REQUIREMENTS

PRIOR TO FINAL BID. ALL PHASES OF CONSTRUCTION SHALL BE COORDINATED WITH OWNER

PRIOR TO START OF CONSTRUCTION.

39 - BIDDING AND COORDINATION

THE CONTRACTOR SHALL PROVIDE A FULLY OPERATIONAL ELECTRICAL, I.C. AND ELECTRICAL

ROUGH-INS FOR OTHER TRADES SYSTEMS BASED ON ALL APPLICABLE CODES. CONTRACTOR SHALL NOT MAKE ANY ASSUMPTIONS DURING BIDDING. CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTS, ERRORS AND OMISSION ON DRAWINGS DURING BIDDING AND PRIOR TO FINAL BID. FAILURE TO NOTIFY ANY OF THE ABOVE, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY, MONEYS, CHANGES AND CHARGES.

NO ADDITIONAL MONEYS WILL BE CONSIDERED AFTER JOB IS AWARDED UNLESS ANY CHANGE

COMES FROM OWNER. CONTRACTOR SHALL BE PROVIDED WITH A FULL SET OF BIDDING

DOCUMENTS FOR PROPER BIDDING AND COORDINATION WITHIN ALL TRADES. CONTRACTOR SHALL

PROVIDE ALL REQUIRED HARDWARE AND CONNECTIONS AS PER OTHER TRADES REQUIREMENTS

DURING BIDDING COORDINATION AS DICTATED HEREIN.

40. - CONTRACTOR'S RESPONSIBILITY AND CONTRACT REQUIREMENT:

THE CONTRACTOR SHALL INCLUDE IN HIS BID PROPOSAL "LINE ITEM" ADD/ALTERNATE FOR OF THE

FOLLOWING:

A. AS-BUILT CERTIFICATION DOCUMENTING ALL, PRIOR TO INSTALLATION, APPROVAL &

CONFIRMED INSTALLATION OF ANY INSTALLATION VARIATIONS FROM APPROVED INITIAL

AND/OR REVISED PERMIT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR THE

PRODUCTION OF AS-BUILT DOCUMENTS PRODUCED IN DIGITAL AND PDF FORMS. THE

PROJECT ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE REVIEW AND ACCURACY OF

THE AS-BUILT DRAWINGS, UNLESS A CHANGE ORDER FROM THE CONTRACTOR IS ISSUED

TO THE PROJECT ENGINEER OF RECORD AND COMPANY FOR VERIFICATION.

B. POST INITIAL PERMIT REQUIREMENTS, COMPLIANCE REPORTS, ADDITIONAL

DOCUMENTATION,ETC.PER FBC (2023) ENERGY CONSERVATION, CHAPTER 4, SECTION C407

TOTAL BUILDING PERFORMANCE, THAT MAY BE REQUIRED BY THE AUTHORITY HAVING

JURISDICTION AS A PREREQUISITE FOR A CERTIFICATE OF OCCUPANCY AND/OR CERTIFICATE

OF COMPLETION

41 - SUBMISSION OF BID

CONTRACTOR SUBMISSION OF BID PROPOSAL ACKNOWLEDGES THAT THE PROJECT ENGINEER'S OF RECORD AND COMPANY FOR THE INITIAL PERMIT ARE NOT OBLIGED TO PARTICIPATE IN ANY POST INITIAL PERMIT CERTIFICATE OF OCCUPANCY AND/OR CERTIFICATE OF COMPLETION REQUIREMENTS.

42 - RESTORATION TO EXISTING CONDITIONS

CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL CEILINGS, WALLS, FLOORS, ETC. TO MATCH EXISTING CONDITIONS IN ALL AREAS AFFECTED BY THE ELECTRICAL WORK. CONTRACTOR SHALL

PROVIDE ALL REPAIRS AS REQUIRED AS PART OF THE CONTRACT.

43 - GENERATOR

CONTRACTOR SHALL BE RESPONSIBLE FOR THE EMERGENCY SYSTEM INSTALLATION PER NEC ART.

700, INCLUDING BUT NOT LIMITED TO TESTING, OVERCURRENT PROTECTION, SELECTIVE

COORDINATION STUDY, ETC. SELECTIVE COORDINATION STUDY SHALL BE PROVIDED AS PART OF THE SHOP DRAWINGS REVIEW PRIOR TO ORDER AND PURCHASING OF GENERATOR, AUTOMATIC TRANSFER

SWITCHES, ANNUNCIATOR AND ASSOCIATED EQUIPMENT AND WIRING. GENERATOR SHALL BE

INTERFACE TO THE BUILDING FIRE ALARM SYSTEM AS REQUIRED PER NFPA 70E AND 72, NEC AND

APPLICABLE CODES.

1. REMOVAL OF EXISTING 350KW DIESEL GENERATOR AND BELLY TANK, 1200A SERVICE RATED AUTOMATIC TRANSFER SWITCH, 600A AUTOMATIC TRANSFER SWITCH, ANNUNCIATOR, AND ASSOCIATED

WIRING.

2. INSTALL PROPOSED DIESEL GENERATOR WITH BELLY TANK, AUTOMATIC TRANSFER SWITCHES, ANNUNCIATOR AND ASSOCIATED WIRING. GENERATOR, FUEL TANK, ATS'S, ANNUNCIATOR AND

RELATED ACCESSORIES ARE PURCHASED BY THE CITY. CONTRACTOR IS RESPONSIBLE FOR

THE COORDINATION OF GENERATOR SYSTEM DELIVERY TO JOB SITE WITH MANUFACTURER

VENDOR.

3. MODIFY EXISTING ELECTRICAL FEEDERS TO ACCOMMODATE PROPOSED AUTOMATIC TRANSFER SWITCHES

AS INDICATED HEREIN.

4. FURNISH AND INSTALL ALL THE REQUIRED CHANGES TO THE EXISTING ELECTRICAL SYSTEM AS INDICATED HEREIN. THE ELECTRICAL SYSTEM SHALL BE FULLY OPERATIONAL, INSTALLED PER NEC AND

APPLICABLE CODES.

5. CONTRACTOR SHALL PROVIDE A 200KW TEMPORARY GENERATOR TO PROVIDE EMERGENCY POWER TO THE BUILDING DURING CONSTRUCTION WHILE THE NEW GENERATOR IS SET IN PLACE AND FULLY

OPERATIONAL. CONTRACTOR SHALL PROVIDE ALL REQUIRED CONNECTIONS AND HARDWARE.

SCOPE OF WORK:

ELECTRICAL NOTES

BID SET

NOT FOR CONSTRUCTION

DANIA BEACH CITY HALL WIND PROTECTION

DANIA BEACH, FLORIDA

NONO DATE REVISION BY REVISIONDATE BY

SCALE

PROJECT No

SHEET

DATE:Fi le

N am e:

P :\P ro je ct s\

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P M

JORGE R. CERVANTES, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 45832.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JORGE R. CERVANTES, P.E. ON

THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

R

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A L WA Y S C A L L 8 1 1

B E F O R E Y O U D I G

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www.callsunshine.com

04/21/2026 2259171

AS SHOWN E1

COMMUNITY LIBRARY

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ELECTRICAL SITE PLAN

BID SET

NOT FOR CONSTRUCTION

DANIA BEACH CITY HALL WIND PROTECTION

DANIA BEACH, FLORIDA

( IN FEET )

GRAPHIC SCALE

10 4020

1" = 20'

NONO DATE REVISION BY REVISIONDATE BY

SCALE

PROJECT No

SHEET

DATE:Fi le

N am e:

P :\P ro je ct s\

\2

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M

JORGE R. CERVANTES, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 45832.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JORGE R. CERVANTES, P.E. ON

THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

R

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A L WA Y S C A L L 8 1 1

B E F O R E Y O U D I G

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www.callsunshine.com

04/21/2026 2259171

AS SHOWN E2

PLAN NOTES:

1. EXISTING (2)3"C WITH (4)350MCM AND #2GND IN EACH ,

AND 3/4"C FOR GENERATOR STARTER CIRCUIT. ROUTING AND

LOCATION SHOWN ARE PER AS-BUILT DOCUMENTS,

CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY EXISTING

ROUTING AND LOCATION.

2. INTERCEPT EXISTING FEEDER AND PROVIDE NEW 24x24x18D

TRAFFIC RATED PULL BOX. CONTRACTOR SHALL REUSE

EXISTING FEEDER WIRE IF POSSIBLE. PROVIDE ALTERNATE BID

FOR THE FEEDER WIRE REPLACEMENT.

3. PROPOSED 400KW GENERATOR PURCHASED BY THE CITY,

INSTALLED BY CONTRACTOR, AT SAME LOCATION OF PREVIOUS

GENERATOR. REFER TO GENERATOR ENCLOSURE PLAN

DRAWING FOR ADDITIONAL DETAILS.

4. PROVIDE NEW (2)3"C WITH (4)350MCM AND #2GND IN EACH.

5. LOCATION MAIN ELECTRICAL ROOM. REFER TO EXISTING MAIN

ELECTRICAL PLAN FOR ADDITIONAL DETAILS.

6. PROPOSED LOCATION OF NEW GENERATOR ANNUNCIATOR

PANEL PURCHASED BY THE CITY, INSTALLED BY CONTRACTOR

IN MAIN OFFICE AT SAME LOCATION OF PREVIOUS GENERATOR

ANNUNCIATOR PANEL. VERIFY EXACT LOCATION DURING BID.

7. EXISTING PAD MOUNTED FPL TRANSFORMER WITH 120/208V

3-PHASE 4-WIRE ELECTRICAL SERVICE. THIS TRANSFORMER

SERVES THE SERVICE RATED ATS#1 LOCATED IN MAIN

ELECTRICAL ROOM.

8. EXISTING POLE MOUNTED FPL TRANSFORMER WITH 120/208V

3-PHASE 4-WIRE ELECTRICAL SERVICE. THIS TRANSFORMER

SERVES MAIN #2 LOCATED IN GENERATOR COMPOUND AREA.

9. THE CONTRACTOR MUST VERIFY LOCATIONS AND DEPTH OF

ALL UNDERGROUND…