CODB_Holiday_Lights_Ph3B_Bid_Plans_7-15-25.pdf

PR

OJ

EC

T

No : 1

9-

PHASE 3B

NOTES:

N

S

W E

OVERALL

PROJECT

LOCATION

CITY HOLIDAY LIGHTING PROJECT

(HOLIDAY LIGHTS IN MEDIAN)

Scale: NTS

OVERALL LOCATION MAP

NUMBER

PERMITCGA

INITIALSSUBMITTED

DATEPERMITTING AGENCIES DATE

APPROVED

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

SHEET:

DATE:NONO DATE REVISION BY REVISIONDATE BY 6/26/2025

G0

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.comFOR BIDDING

CITY OFFICIALS

MAYOR: JOYCE L. DAVIS

VICE-MAYOR: MARCO A. SALVINO, SR

COMMISSIONERS: LUIS RIMOLI

LORI LEWELLEN

A.J. RYAN IV

CITY MANAGER: ANA M. GARCIA

CITY OFFICIALS

1-

FE

D

ER

AL

H W

Y

STIRLING RD

GRIFFIN RD

DANIA BEACH BLVD

DANIA BEACH, FLORIDA

FDOT STANDARD PLANS

INDEX 522-001 - CONCRETE SIDEWALK

INDEX 635-001 - PULL AND SPLICE BOX

E4

Sheet List Table Sheet Number Sheet Title

G0 COVER SHEET

G1 SIGNATURE SHEET

G2 CIVIL DETAILS

G3 CIVIL DETAILS

K1 KEY MAP

E1 ELECTRICAL NOTES AND DETAILS

E2 ELECTRICAL NOTES AND UTILITY

LEGEND

E3 ELECTRICAL PLAN - EXHIBIT M

601 E DANIA BEACH BLVD

E4 ELECTRICAL RISERS AND DETAILS

SE

N D

A

VE

N E

1S T

C T

AutoCAD SHX Text 19277710-G-COVR-PH 3B.dwg

AutoCAD SHX Text

1. RESPONSIBILITY FOR THE USE OF THESE PLANS FOR ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING RESPONSIBILITY FOR THE USE OF THESE PLANS FOR ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING FOR THE USE OF THESE PLANS FOR ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING FOR THE USE OF THESE PLANS FOR ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING THE USE OF THESE PLANS FOR ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING THE USE OF THESE PLANS FOR ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING USE OF THESE PLANS FOR ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING USE OF THESE PLANS FOR ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING OF THESE PLANS FOR ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING OF THESE PLANS FOR ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING THESE PLANS FOR ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING THESE PLANS FOR ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING PLANS FOR ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING PLANS FOR ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING FOR ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING FOR ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING ANY PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING PURPOSE PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING PRIOR TO SECURING PERMITS FROM ALL AGENCIES HAVING TO SECURING PERMITS FROM ALL AGENCIES HAVING TO SECURING PERMITS FROM ALL AGENCIES HAVING SECURING PERMITS FROM ALL AGENCIES HAVING SECURING PERMITS FROM ALL AGENCIES HAVING PERMITS FROM ALL AGENCIES HAVING PERMITS FROM ALL AGENCIES HAVING FROM ALL AGENCIES HAVING FROM ALL AGENCIES HAVING ALL AGENCIES HAVING ALL AGENCIES HAVING AGENCIES HAVING AGENCIES HAVING HAVING HAVING JURISDICTION OVER THIS PROJECT WILL FALL SOLELY UPON THE USER.

AutoCAD SHX Text 03/24/25

AutoCAD SHX Text

HBH

AutoCAD SHX Text FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) MAINTENANCE OF TRAFFIC (MOT) (BY CONTRACTOR)

AutoCAD SHX Text 6/17/25

AutoCAD SHX Text 2025-H-491-00168

AutoCAD SHX Text

AutoCAD SHX Text N/A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text File Name: P:\Projects\2019\192777 Dania Beach General Services\cadd Files\Drawings\192777-city Fdot Permit\holiday Lights-ph 3b\19277710-G-COVR-PH 3B.dwg - (Plotted by: Jessica Cano on Tuesday, July 15, 2025 10:38:56 AM)P:\Projects\2019\192777 Dania Beach General Services\cadd Files\Drawings\192777-city Fdot Permit\holiday Lights-ph 3b\19277710-G-COVR-PH 3B.dwg - (Plotted by: Jessica Cano on Tuesday, July 15, 2025 10:38:56 AM) - (Plotted by: Jessica Cano on Tuesday, July 15, 2025 10:38:56 AM)Jessica Cano on Tuesday, July 15, 2025 10:38:56 AM) on Tuesday, July 15, 2025 10:38:56 AM)Tuesday, July 15, 2025 10:38:56 AM))

AutoCAD SHX Text

FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) UTILITY PERMIT

AutoCAD SHX Text THE SCOPE OF THE PROJECT FOR PHASE 3B INCLUDES TWO (2) MEDIANS. THE TWO MEDIANS ON DANIA BEACH BOULEVARD ARE THE 7TH, AND 8TH MEDIAN STARTING FROM US-1 GOING EAST. THE MEDIANS ARE AS FOLLOWS: 1. 2-- EXHIBIT M, 7TH AND 8TH MEDIAN, SOUTH OF SEAVIEW, 601 E DANIA BEACH BLVD. THE 7TH MEDIAN ON EXHIBIT M WAS APPROVED 2-- EXHIBIT M, 7TH AND 8TH MEDIAN, SOUTH OF SEAVIEW, 601 E DANIA BEACH BLVD. THE 7TH MEDIAN ON EXHIBIT M WAS APPROVED UNDER THE ORIGINAL FDOT PERMIT 2022-H-491-00275.

AutoCAD SHX Text

SCOPE OF WORK:

SIGNATURE SHEET

FOR BIDDING

R

KNOW WHAT'S BELOW

ALWAY S CALL 811

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

DATE:

SCALE

PROJECT No

SHEET:

NONO DATE REVISION BY REVISIONDATE BY

G1

AS SHOWN

19-2777 6/26/2025

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.

HEIDI BELLE HENDERSON, STATE OF FLORIDA,

PROFESSIONAL ENGINEER, LICENSE NO. 72304.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED

BY HEIDI BELLE HENDERSON, 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.

He idi

Belle HendersonLICENSE

NO. 72304

PRO

FESSIONA L ENGIN

EE

R

FLO R IDA

STATE OF

Jo 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

CITY HOLIDAY LIGHTING PROJECT

(HOLIDAY LIGHTS IN MEDIAN)

PHASE 3B

DANIA BEACH, FLORIDA

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.

CALVIN, GIORDANO ASSOCIATES, INC.

1800 ELLER DRIVE, SUITE 600

FORT LAUDERDALE, FLORIDA 33316

954-921-7781

Sheet List Table Sheet Number Sheet Title Sheet List Table

Sheet Number Sheet Title

AutoCAD SHX Text File Name: P:\Projects\2019\192777 Dania Beach General Services\cadd Files\Drawings\192777-city Fdot Permit\holiday Lights-ph 3b\19277710-G-SIGN-PH 3B.dwg - (Plotted by: Jessica Cano on Thursday, June 26, 2025 12:17:03 PM)P:\Projects\2019\192777 Dania Beach General Services\cadd Files\Drawings\192777-city Fdot Permit\holiday Lights-ph 3b\19277710-G-SIGN-PH 3B.dwg - (Plotted by: Jessica Cano on Thursday, June 26, 2025 12:17:03 PM) - (Plotted by: Jessica Cano on Thursday, June 26, 2025 12:17:03 PM)Jessica Cano on Thursday, June 26, 2025 12:17:03 PM) on Thursday, June 26, 2025 12:17:03 PM)Thursday, June 26, 2025 12:17:03 PM))

AutoCAD SHX Text

& ASSOCIATES, INC.

AutoCAD SHX Text

& ASSOCIATES, INC.

AutoCAD SHX Text G1

AutoCAD SHX Text

SIGNATURE SHEET

AutoCAD SHX Text G2

AutoCAD SHX Text

CIVIL DETAILS

AutoCAD SHX Text G3

AutoCAD SHX Text

CIVIL DETAILS

AutoCAD SHX Text G0

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text G1

AutoCAD SHX Text

SIGNATURE SHEET

AutoCAD SHX Text K1

AutoCAD SHX Text

KEY MAP

AutoCAD SHX Text E1

AutoCAD SHX Text

ELECTRICAL NOTES AND DETAILS

AutoCAD SHX Text E2

AutoCAD SHX Text

ELECTRICAL NOTES AND UTILITY LEGEND

AutoCAD SHX Text E3

AutoCAD SHX Text

ELECTRICAL PLAN - EXHIBIT M 601 E DANIA BEACH BLVD

AutoCAD SHX Text E4

ELECTRICAL RISERS AND DETAILS

Scale: NTS

FDOT ROW ASPHALT ROADWAY SECTION

CIVIL DETAILS

CITY HOLIDAY LIGHTING PROJECT

(HOLIDAY LIGHTS IN MEDIAN)

PHASE 3B

DANIA BEACH, FLORIDA

FOR BIDDING

HEIDI BELLE HENDERSON, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 72304.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY HEIDI BELLE HENDERSON, 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

ALWAY S CALL 811

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

DATE:

SCALE

PROJECT No

SHEET:

NONO DATE REVISION BY REVISIONDATE BY

G2

AS SHOWN

19-2777 6/26/2025

Scale: NTS

PIPE TRENCH IN SATISFACTORY SOILS

NOTES:

NOTES:

Scale: NTS

CITY ROADWAY SECTION

AutoCAD SHX Text File Name: P:\Projects\2019\192777 Dania Beach General Services\cadd Files\Drawings\192777-city Fdot Permit\holiday Lights-ph 3b\19277710-G-CDTL.dwg - (Plotted by: Jessica Cano on Monday, June 30, 2025 1:18:21 PM)P:\Projects\2019\192777 Dania Beach General Services\cadd Files\Drawings\192777-city Fdot Permit\holiday Lights-ph 3b\19277710-G-CDTL.dwg - (Plotted by: Jessica Cano on Monday, June 30, 2025 1:18:21 PM) - (Plotted by: Jessica Cano on Monday, June 30, 2025 1:18:21 PM)Jessica Cano on Monday, June 30, 2025 1:18:21 PM) on Monday, June 30, 2025 1:18:21 PM)Monday, June 30, 2025 1:18:21 PM))

AutoCAD SHX Text 12" STABILIZED SUBGRADE PER FDOT STANDARD SPECIFICATION SECTION 160 COMPACTED TO A DENSITY OF NOT LESS THAN 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-180 (MIN. LBR 40)

AutoCAD SHX Text

SEE NOTES 4 AND 5.

AutoCAD SHX Text CONTRACTOR SHALL MATCH THICKNESS OF EXISTING ASPHALT. AT A MINIMUM, ASPHALT THICKNESS SHALL MEET THE THICKNESS AND MATERIAL AS NOTED IN 4, 5 & 6 BELOW.

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

1. TACK AND PRIME COATS ARE REQUIRED AND SHALL BE IN ACCORDANCE WITH FDOT STANDARD TACK AND PRIME COATS ARE REQUIRED AND SHALL BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 300. 2. ASPHALT INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH FDOT STANDARD ASPHALT INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 334. 3. IF THE PAVEMENT, BASE, AND/OR SUBGRADE IS DISTURBED DURING CONSTRUCTION, THEN FDOT IF THE PAVEMENT, BASE, AND/OR SUBGRADE IS DISTURBED DURING CONSTRUCTION, THEN FDOT REQUIRES THAT THE CONTRACTOR MATCH THE EXISTING THICKNESS. 4. DANIA BEACH BLVD (DBB): FDOT OPTIONAL BASE GROUP (OBG) 10 (4.5" TYPE B-12.5 & 4" DANIA BEACH BLVD (DBB): FDOT OPTIONAL BASE GROUP (OBG) 10 (4.5" TYPE B-12.5 & 4" GRAN. SUBBASE, LBR100) WITH TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC B) (2") AND FRICTION COURSE FC-9.5 (1") (RUBBER). 5. MILLING AREAS SHALL INCLUDE MILLING AN AVERAGE 1" DEPTH AND RESURFACING WITH FC 9.5 MILLING AREAS SHALL INCLUDE MILLING AN AVERAGE 1" DEPTH AND RESURFACING WITH FC 9.5 (1") RUBBER. 6. EOR TO PROVIDE FDOT ROW TYPICAL SECTION UPON REQUEST.EOR TO PROVIDE FDOT ROW TYPICAL SECTION UPON REQUEST.

AutoCAD SHX Text

UNDISTURBED SUITABLE MATERIAL

AutoCAD SHX Text 12"

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 6"

AutoCAD SHX Text O.D.

AutoCAD SHX Text 12"

AutoCAD SHX Text

18" MIN. (D.I.P.)

AutoCAD SHX Text

18" MIN. (D.I.P.)

AutoCAD SHX Text

BOTTOM OF ROADWAY BASE OR PERVIOUS GRADE

AutoCAD SHX Text 12"

AutoCAD SHX Text 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

AutoCAD SHX Text 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

AutoCAD SHX Text

PIPE BEDDING #57 STONE WRAPPED IN FILTER FABRIC (SEE NOTE 1)

AutoCAD SHX Text NOTE: 1. SUITABLE BACKFILL SHALL BE IMPORTED AS NEEDED UP TO THE BEDDING FOUNDATION.SUITABLE BACKFILL SHALL BE IMPORTED AS NEEDED UP TO THE BEDDING FOUNDATION.

AutoCAD SHX Text 12" STABILIZED SUB-GRADE PER FDOT STANDARD SPECIFICATION SECTION 160 COMPACTED TO A DENSITY OF NOT LESS THAN 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-180 (MIN. LBR 40)

AutoCAD SHX Text 8" LIMEROCK BASE MATERIAL 60% MIN. CALCIUM CARBONATE CONTENT AND FDOT STANDARD SPEC. 200 AND 911 CONSTRUCTED IN TWO (2) 4" LIFTS COMPACTED TO A DENSITY OF NOT LESS THAN 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-180 (MIN. LBR 100)

AutoCAD SHX Text 2" SUPERPAVE ASPHALTIC CONCRETE IN TWO LIFTS PER FDOT STANDARD SPECIFICATION SECTION 334 FIRST LIFT: 1" SP 9.5 BOTTOM COURSE 1" SP 9.5 BOTTOM COURSE SECOND LIFT: 1" SP 9.5 TOP COURSE1" SP 9.5 TOP COURSE

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

1. TACK AND PRIME COATS ARE REQUIRED AND SHALL BE IN TACK AND PRIME COATS ARE REQUIRED AND SHALL BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 300. 2. ASPHALT INSTALLATION SHALL BE PERFORMED IN ASPHALT INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 334.

CIVIL DETAILS

HEIDI BELLE HENDERSON, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 72304.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY HEIDI BELLE HENDERSON, 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

ALWAY S CALL 811

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

DATE:

SCALE

PROJECT No

SHEET:

NONO DATE REVISION BY REVISIONDATE BY

G3

AS SHOWN

19-2777 6/26/2025

PLAN

ELEVATION

SECTION

SIDEWALK JOINTS

SIDEWALK JOINTS

Scale: NTS

CONCRETE SIDEWALK

Scale: NTS

CONNECTION TO EXISTING PAVEMENT

CITY HOLIDAY LIGHTING PROJECT

(HOLIDAY LIGHTS IN MEDIAN)

PHASE 3B

DANIA BEACH, FLORIDA

Scale: NTS

4" BOLLARD

Scale: NTS

PEDESTAL WITH BOLLARD

NOTE:

AutoCAD SHX Text File Name: P:\Projects\2019\192777 Dania Beach General Services\cadd Files\Drawings\192777-city Fdot Permit\holiday Lights-ph 3b\19277710-G-CDTL.dwg - (Plotted by: Jessica Cano on Thursday, June 26, 2025 12:17:57 PM)P:\Projects\2019\192777 Dania Beach General Services\cadd Files\Drawings\192777-city Fdot Permit\holiday Lights-ph 3b\19277710-G-CDTL.dwg - (Plotted by: Jessica Cano on Thursday, June 26, 2025 12:17:57 PM) - (Plotted by: Jessica Cano on Thursday, June 26, 2025 12:17:57 PM)Jessica Cano on Thursday, June 26, 2025 12:17:57 PM) on Thursday, June 26, 2025 12:17:57 PM)Thursday, June 26, 2025 12:17:57 PM))

AutoCAD SHX Text

TYPE "B" (SAWED JOINTS)

AutoCAD SHX Text

TYPE "A" (EXPANSION JOINTS)

AutoCAD SHX Text

TYPE "A" JOINT

AutoCAD SHX Text

TYPE "A" JOINT

AutoCAD SHX Text

TYPE "B" JOINT

AutoCAD SHX Text

TYPE "B" JOINT

AutoCAD SHX Text

TYPE "A" JOINT

AutoCAD SHX Text

TYPE "B" JOINT

AutoCAD SHX Text 12" R.

AutoCAD SHX Text

1/2" PRE-MOLDED FIBEROUS EXPANSION JOINT MATERIAL PER FDOT SPEC. 932-1.1

AutoCAD SHX Text

REFER TO PLAN FOR LAYOUT DETAILS

AutoCAD SHX Text

1% MIN. TO 2% MAX. WITH TRANSVERSE HAIR BROOM FINISH

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text 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.

AutoCAD SHX Text

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

AutoCAD SHX Text "B"

AutoCAD SHX Text "A"

AutoCAD SHX Text

5% MAX. LONGITUDINAL SLOPE

AutoCAD SHX Text

12" R. IF TOOLED JOINTS ARE SPECIFIED IN THE PLANS

AutoCAD SHX Text

ALT. TYPE "B" (TOOLED JOINTS)

AutoCAD SHX Text

12"R TOOL ALL EDGES

AutoCAD SHX Text 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

AutoCAD SHX Text 6" COMPACTED SUB-GRADE (CLEAN FILL) COMPACTED TO 95% OF AASHTO T-099 DENSITY PER FDOT SPECIFICATION 522

AutoCAD SHX Text

WIDENING

AutoCAD SHX Text

LIMEROCK BASE, LBR 100

AutoCAD SHX Text

SUB-GRADE

AutoCAD SHX Text SAWCUT AND STRIP BACK EXIST. ASPHALT AND LIME ROCK BASE AS SHOWN AND CONNECT TO EXIST. PAVEMENT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

EXIST. ASPHALT

AutoCAD SHX Text

EXIST. LIMEROCK BASE

AutoCAD SHX Text

EXIST. SUB-GRADE

AutoCAD SHX Text

4" SCH. 40 GALVANIZED STEEL PIPE FILLED WITH CONCRETE PAINTED OSHA YELLOW

AutoCAD SHX Text

PORTLAND CEMENT CONCRETE PER FDOT SPEC. 347 AND 522 2500 PSI @ 28 DAYS

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

ELECTRICAL SERVICE PEDESTAL FACING SIDEWALK

AutoCAD SHX Text

4" BOLLARD (SEE DETAIL)

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

1. IF THE PAVEMENT, BASE, AND/OR SUB-GRADE IS DISTURBED IF THE PAVEMENT, BASE, AND/OR SUB-GRADE IS DISTURBED DURING CONSTRUCTION, THEN FDOT REQUIRES THAT THE CONTRACTOR MATCH THE EXISTING THICKNESS.

AutoCAD SHX Text

PORTLAND CEMENT CONCRETE PER FDOT SPEC. 347 AND 522 2500 PSI @ 28 DAYS

TRAFFIC RATED PULL BOX. SIZE PER ELECTRICAL PLANS.

KEY MAP

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

KNOW WHAT'S BELOW

ALWAY S CALL 811

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

DATE:

SCALE

PROJECT No

SHEET:

NONO DATE REVISION BY REVISIONDATE BY

K1

AS SHOWN

19-2777 6/26/2025

SCALE: NTS

E. DANIA BEACH BLVD

CITY HOLIDAY LIGHTING PROJECT

(HOLIDAY LIGHTS IN MEDIAN)

PHASE 3B

DANIA BEACH, FLORIDA

G U

LF

ST

R

EA

M R

D

EXHIBIT M-

SHEET E4 SEA VIEW

AT DANIA

SE

TH

A

VE

W

EI

N

ER

S M

H P

W

EI

N

ER

S M

H P

AutoCAD SHX Text 579.1'

AutoCAD SHX Text 326.8'

AutoCAD SHX Text File Name: P:\Projects\2019\192777 Dania Beach General Services\cadd Files\Drawings\192777-city Fdot Permit\holiday Lights-ph 3b\19277710-K-MAP-PH 3B.dwg - (Plotted by: Jessica Cano on Thursday, June 26, 2025 12:21:54 PM)P:\Projects\2019\192777 Dania Beach General Services\cadd Files\Drawings\192777-city Fdot Permit\holiday Lights-ph 3b\19277710-K-MAP-PH 3B.dwg - (Plotted by: Jessica Cano on Thursday, June 26, 2025 12:21:54 PM) - (Plotted by: Jessica Cano on Thursday, June 26, 2025 12:21:54 PM)Jessica Cano on Thursday, June 26, 2025 12:21:54 PM) on Thursday, June 26, 2025 12:21:54 PM)Thursday, June 26, 2025 12:21:54 PM))

PROP. LOCATION OF GFCI/RECEPTACLE

ELECTRICAL NOTES AND DETAILS

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

KNOW WHAT'S BELOW

ALWAY S CALL 811

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

DATE:

SCALE

PROJECT No

SHEET:

NONO DATE REVISION BY REVISIONDATE BY

E1

AS SHOWN

19-2777 6/26/2025

ELECTRICAL TRENCH DETAIL

SCALE: N.T.S.

SUBMERSIBLE CONNECTORS DETAIL

SCALE: N.T.S.

CABLE TO GROUND ROD DETAIL

SCALE: N.T.S.

PULL BOX DETAIL

SCALE: N.T.S.

CITY HOLIDAY LIGHTING PROJECT

(HOLIDAY LIGHTS IN MEDIAN)

PHASE 3B

DANIA BEACH, FLORIDA

AutoCAD SHX Text 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. 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 LANDSCAPE 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 FDOT STANDARD PLANS 2022-23, 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. 10 - OPERATION AND MAINTENANCE INSTRUCTIONS SUBMIT TO THE 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/TORQUE ALL SCREWED AND BOLTED CONNECTIONS PER MANUFACTURER RECOMMENDATION. 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 OR 80 UNLESS NOTED OTHERWISE, EXPOSED TO WEATHER OR OTHER HAZARDOUS CONDITIONS SHALL BE METAL RIGID PAINTED WITH BITOMATIC OR METAL RIGID PVC COATED. 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. ALL WIRING SHALL BE RUN IN CONDUIT. B. CONDUIT SHALL BE INSTALLED CONCEALED ABOVE SUSPENDED CEILINGS OR CONCEALED IN 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 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 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 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 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. 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 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 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 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 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. THRU-WIRING OF LIGHT FIXTURES IS NOT PERMITTED. M. METALLIC CONDUIT IN DIRECT CONTACT WITH EARTH SHALL BE COATED PVC COATED STEEL METALLIC CONDUIT IN DIRECT CONTACT WITH EARTH SHALL BE COATED PVC COATED STEEL CONDUITS AND FITTINGS FOR THIS APPLICATION, UNLESS OTHERWISE NOTED. 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-2 OR XHHW-2 WITH STRANDED CONDUCTORS. ALL FEEDER AND BRANCH CIRCUIT WIRE #8 AWG AND LARGER SHALL BE TYPE THWN-2 OR XHHW-2, BOTH WITH STRANDED CONDUCTORS. ALL WIRE #10 AWG AND SMALLER SHALL BE TYPE THWN-2 (WET OR DAMP LOCATIONS, OR IN CONDUIT BELOW GRADE OR SLAB) OR THWN (DRY LOCATIONS ONLY AND ABOVE GRADE), BOTH WITH SOLID CONDUCTORS. 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. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAY AND ENCLOSURES. B. SUPPORT ALL WIRE AND CABLES IN VERTICAL INSTALLATIONS AS REQUIRED BY CODE BY 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 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 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 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 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 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 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 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%. 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. 24 - OUTLET LOCATIONS OUTLETS ARE ONLY APPROXIMATELY LOCATED ON THE PLANS, AND GREAT CARE MUST BE USED IN THE ACTUAL LOCATION BY CONSULTING THE CITY PROJECT MANAGER AND ENGINEER OF RECORD. 25 - WIRING DEVICES FURNISH AND INSTALL THE FOLLOWING OUTLETS AND SWITCHES WHERE SHOWN 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 OF TOGGLES AND RECEPTACLES SHALL BE AS REQUESTED BY THE ENGINEER. DUPLEX RECEPTACLE: PASS & SEYMOUR #5352 SINGLE POLE SWITCH: PASS & SEYMOUR #20AC1 THREE-WAY SWITCH: PASS & SEYMOUR #20AC3 GFCI DUPLEX RECEPTACLE: PASS & SEYMOUR #2091 EQUIVALENT HUBBELL, LEVITON, ARROW-HART, BRYANT AND GENERAL ELECTRIC WILL BE ACCEPTABLE. 26 - 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. 27 - ELECTRICAL SERVICE SEE DRAWINGS FOR TYPE, SIZE, VOLTAGE, PHASE, ETC. 28 - 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. 29 - PANELBOARDS FURNISH AND INSTALL AS SCHEDULED AND LOCATED ON THE DRAWINGS. THE PANELBOARD SHALL BE COMPLETE WITH THERMAL MAGNETIC PLASTIC CASE CIRCUIT BREAKERS OF THE BOLT-ON TYPE ASSEMBLED IN A FINISHED CABINET. ALL 2 AND 3 POLE BREAKERS MUST BE COMMON TRIP. BREAKERS USED AS SWITCHES FOR 120 OR 277 VOLT LIGHTING CIRCUITS SHALL BE APPROVED FOR THE PURPOSE AND MARKED "SWD". EACH PANEL SHALL CONTAIN A TYPEWRITTEN CARD DIRECTORY INDICATING EXACTLY WHAT EACH CIRCUIT CONTROLS. PLUG-IN TYPE BREAKERS WILL NOT BE ACCEPTABLE. BREAKERS USED FOR THE PROTECTION OF HVAC EQUIPMENT SHALL BE HACR TYPE. EACH PANEL TO BE PROVIDED WITH DOOR LOCK AND TWO KEYS, EACH KEYED ALIKE. 30 - 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 OUTDOOR ENVIRONMENT INSTALLED IN. 31 - 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. 32 - CONTACTORS CONTACTORS FOR USE WITH TIMESWITCHES FOR REMOTE-CONTROLLED INSTALLATIONS SHALL BE WESTINGHOUSE, ASCO, OR SQUARE D ELECTRICALLY HELD TYPE DESIGNED FOR TUNGSTEN AND BALLAST LIGHTING LOADS IN AN ENCLOSURE SUITABLE FOR THE ENVIRONMENT LOCATIONS. CONTACTORS MAY BE MOUNTED IN RESPECTIVE CONTROLLING PANELBOARDS AT CONTRACTOR'S OPTION. 33 - CONTRACTOR TO CITY'S COORDINATION CONTRACTOR SHALL COORDINATE WITH THE CITY 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 CITY'S STANDARDS. THE WHOLE ELECTRICAL INSTALLATION SHALL BE PERFORMED PER CITY'S AND MAXIMUM SECURITY FACILITY STANDARDS. CONTRACTOR SHALL OBTAIN ALL CITY'S REQUIREMENTS PRIOR TO FINAL BID. ALL PHASES OF CONSTRUCTION SHALL BE COORDINATED WITH CITY'S PRIOR TO START OF CONSTRUCTION. 34 - BIDDING AND COORDINATION THE CONTRACTOR SHALL PROVIDE A FULLY OPERATIONAL ELECTRICAL, 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. 35 - 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 & AS-BUILT CERTIFICATION DOCUMENTING ALL, PRIOR TO INSTALLATION, APPROVAL & CONFIRMED INSTALLATION OF ANY INSTALLATION VARIATIONS FROM APPROVED INITIAL AND/OR REVISED PERMIT DOCUMENTS. B. POST INITIAL PERMIT REQUIREMENTS, COMPLIANCE REPORTS, ADDITIONAL POST INITIAL PERMIT REQUIREMENTS, COMPLIANCE REPORTS, ADDITIONAL DOCUMENTATION,ETC.PER FBC (2020) 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 36 - SUBMISSION OF BID CONTRACTOR SUBMISSION OF BID PROPOSAL ACKNOWLEDGES THAT THE ENGINEER'S OF RECORD FOR THE INITIAL PERMIT ARE NOT OBLIGED TO PARTICIPATE IN ANY POST INITIAL PERMIT CERTIFICATE OF OCCUPANCY AND/OR CERTIFICATE OF COMPLETION REQUIREMENTS. 37 - RESTORATION TO EXISTING CONDITIONS CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL ROADS, SIDEWALKS, SWALES, DRIVEWAYS, LANDSCAPING, 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.

AutoCAD SHX Text File Name: P:\Projects\2019\192777 Dania Beach General Services\cadd Files\Drawings\192777-city Fdot Permit\holiday Lights-ph 3b\19277710-G-ELEC-NOTE-PH 3B.dwg - (Plotted by: Jessica Cano on Thursday, June 26, 2025 12:22:58 PM)P:\Projects\2019\192777 Dania Beach General Services\cadd Files\Drawings\192777-city Fdot Permit\holiday Lights-ph 3b\19277710-G-ELEC-NOTE-PH 3B.dwg - (Plotted by: Jessica Cano on Thursday, June 26, 2025 12:22:58 PM) - (Plotted by: Jessica Cano on Thursday, June 26, 2025 12:22:58 PM)Jessica Cano on Thursday, June 26, 2025 12:22:58 PM) on Thursday, June 26, 2025 12:22:58 PM)Thursday, June 26, 2025 12:22:58 PM))

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GENERAL ELECTRICAL NOTES:

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ELECTRICAL CONDUIT(S) OR L.V. CABLE

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TRACEABLE WARNING TAPE

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90% COMPACTED SAND

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SAND ALL AROUND

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SUBMERSIBLE MULTI-CABLE CONNECTORS

AutoCAD SHX Text ALL CONNECTORS SHALL BE RATED "SUBMERSIBLE" AND SHALL COMPLY WITH: - ANSI C119.1 AND C119.4 - WESTERN UNDERGROUND GUIDE 2.5 AS MANUFACTURED BY - GREAVES (BLACK-BURY) - NSI INDUSTRIES (POLARIS BLUE) - THOMAS & BETTS (HOMAC) OR APPROVED EQUAL

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SUBMERSIBLE INLINE SPLICE CONNECTORS

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COPPER GROUND WIRE

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CADWELD CONNECTION

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THREADED ROD TO BE NOT

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COPPER CLAD

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GROUND ELECTRODE

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FINISHED GRADE OR SIDEWALK

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AutoCAD SHX Text POLYMER CONCRETE BODY WITH BOLTED DOWN LID WITH SS316 BOLTS AND LABEL 'ELECTRIC'.

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GRAVEL BASE (4" MIN.)

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COMPACTED FILL (90%)

AutoCAD SHX Text NOTE: MINIMUM SIZE IS SHOWN ON DRAWINGS. USE LARGER PULL BOX SIZE WHERE REQUIRED BY N.E.C. OR INDICATED ON DRAWINGS. PULL BOX SHALL BE 'TRAFFIC-RATED', MANUFACTURED BY QUAZITE OR APPROVED EQUAL.

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6" MIN.

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4"

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ELECTRICAL NOTES AND UTILITY

LEGEND

FOR BIDDING

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

KNOW WHAT'S BELOW

AL WAY S C ALL 81 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

DATE:

SCALE

PROJECT No

SHEET:

NONO DATE REVISION BY REVISIONDATE BY

E2

AS SHOWN

19-2777 6/26/2025

CITY HOLIDAY LIGHTING PROJECT

(HOLIDAY LIGHTS IN MEDIAN)

PHASE 3B

DANIA BEACH, FLORIDA

UTILITY LINE TYPE LEGEND

MEDIAN OUTLET DETAIL

SCALE: N.T.S.

FRONT ELEVATION SIDE ELEVATION

(N.I.C.)

(N.I.C.): NOT IN CONTRACT

LINE TYPE LEGEND

AutoCAD SHX Text 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. 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 LANDSCAPE 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 FDOT STANDARD PLANS 2022-23, 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.