Attachment A - Plans.pdf

Zachary D Todd

Digitally signed by Zachary D Todd DN: c=US, o=Unaffiliated, dnQualifier=A01410D000

00196D04F8EAE00090F3

D, cn=Zachary D Todd Date: 2025.08.15 13:49:41 -04'00'

ATTACHMENT A

ELECTRICAL GENERAL NOTES

1. THE SCOPE OF WORK SHALL CONSIST PRIMARILY OF THE FOLLOWING:

1.1. PROVIDE AND INSTALL NEW LIGHTING AND ELECTRICAL DISTRIBUTION SYSTEMS, AS SHOWN ON PLANS, FOR A COMPLETE

WORKING SYSTEM IN PLACE.

2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO INSTALL THE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS. ITEMS NOT SHOWN BUT OBVIOUSLY NECESSARY FOR COMPLETION OF THE WORK SHALL BE INCLUDED.

3. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND FLORIDA BUILDING

CODE.

4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS AND INCLUDE ALL FEES AS PART OF

THEIR BID IF NOT OTHERWISE NOTED.

5. THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE ENGINEER AND OWNER.

6. THE CONTRACTOR SHALL VISIT THE SITE OF THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXISTING CONDITIONS OR FAILURE OF THE CONTRACTOR TO OBSERVE THEM.

7. CONTRACTOR SHALL NOTIFY OWNER 72 HOURS IN ADVANCE OF ANY WORK THAT REQUIRES A POWER SHUTDOWN, IN ORDER TO GET THE AUTHORIZATION TO COMMENCE THE WORK. CONTRACTOR SHALL PROVIDE A WORKING SCHEDULE IN WRITING TO

OWNER SHOWING THE PROPOSED SCHEDULE OF WORK WITH THE ANTICIPATED TIME DURATIONS.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL LOCAL UTILITIES, INCLUDING THE POWER AND COMMUNICATION UTILITIES TO MEET ALL OF THEIR INSTALLATION REQUIREMENTS. ALL LABOR, EQUIPMENT OR MATERIALS NECESSARY TO MEET THESE REQUIREMENTS ARE TO BE INCLUDED IN THE BID. THE CONTRACTOR SHALL OBTAIN, DELIVER AND INSTALL ALL CONDUITS, PULL-BOXES AND EQUIPMENT AS REQUIRED BY THE UTILITIES TO MEET THEIR SPECIFICATIONS.

9. ALL EQUIPMENT AND MATERIAL SHALL BE UNUSED AND U.L. LISTED. ALL REFERENCES TO A PARTICULAR MANUFACTURER ARE

GIVEN ON AN "APPROVED ALTERNATE" BASIS.

10. THE CONTRACTOR IS RESPONSIBLE TO TEST ALL SYSTEMS INSTALLED OR MODIFIED UNDER THIS PROJECT AND REPAIR OR

REPLACE ALL DEFECTIVE WORK TO THE SATISFACTION OF THE ENGINEER AND OWNER.

11. ALL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORK PRODUCT FOR A PERIOD OF ONE YEAR FROM DATE OF

SUBSTANTIAL COMPLETION.

12. ALL CONDUCTORS SHALL BE COPPER. NO ALUMINUM ALLOWED UNLESS SPECIFICALLY INDICATED ON DRAWINGS. SEE

SPECIFICATIONS FOR ADDITIONAL INFORMATION ON CONDUCTORS.

13. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL ELECTRICAL AND SPECIAL SYSTEMS EQUIPMENT AND MATERIAL.

14. ALL CONTROL PANELS SHALL BE CONSTRUCTED UNDER UL 508A STANDARD, BY A APPROVED PANEL VENDOR AND THE VENDOR

SHALL BEAR A UL 508A LABEL ON THE PANEL.

15. THE DRAWINGS ARE NOT INTENDED TO SHOW THE EXACT LOCATION OF CONDUIT RUNS. THESE ARE TO BE COORDINATED WITH

THE OTHER TRADES SO THAT CONFLICTS ARE AVOIDED PRIOR TO INSTALLATIONS.

16. ALL LOCATIONS OF EQUIPMENT, PANELS ETC. ARE SHOWN FOR ILLUSTRATION PURPOSES. CONTRACTOR SHALL VERIFY AND COORDINATE EXACT LOCATION AND SIZE WITH ALL SUBCONTRACTORS AND EQUIPMENT SUPPLIERS PRIOR TO ANY

INSTALLATION AND THEN INSTALL AS SUCH WITH CORRESPONDING CONDUIT STUB-UPS.

17. SEE OTHER DISCIPLINE DRAWINGS FOR COORDINATION OF ALL DRAWINGS. ANY CONFLICTS SHALL BE BROUGHT TO THE CONSULTANT'S ATTENTION AND MOVEMENT OF CONDUITS OR OTHER ELECTRICAL EQUIPMENT SHALL BE ACCOMPLISHED

WITHOUT ANY ADDITIONAL COST FOR THE OWNER.

18. LOCATIONS OF HANDHOLES AND PULL BOXES ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH

EXISTING AND NEW PIPING OR CONDUIT AND ADJUST ACCORDINGLY.

19. NOT ALL CONDUITS SHOWN ON RISER AND ONE-LINE DIAGRAMS ARE SHOWN ON THE SITE PLANS. CONTRACTOR SHALL SUPPLY

ALL CONDUITS AND CABLES AS SHOWN ON RISERS, DETAILS, AND ONE-LINE DIAGRAMS.

20. ALL CIRCUITS SHALL BE IDENTIFIED IN JUNCTION BOXES, PULL BOXES, CONTROL PANELS, PANELBOARDS, LIGHTING POLES, CONTROLLERS AND SERVICE POINTS. IDENTIFICATION SHALL MATCH PANELBOARD SCHEDULES.

21. CONDUCTOR PULLING TENSIONS SHALL NOT EXCEED MANUFACTURER'S RECOMMENDATION. CONTRACTOR SHALL INSTALL PULL

BOXES TO MEET MANUFACTURER'S REQUIREMENTS.

22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDUIT AND WIRING INSTALLATION FOR ALL VENDOR PROVIDED EQUIPMENT (PACKAGE SYSTEMS). IF THE SHOP DRAWINGS DIFFER FROM THE DESIGNED FACILITIES, THE CONTRACTOR SHALL REDESIGN THE FACILITIES AND SUBMIT THE REVISED DESIGN FOR THE CONSULTANT'S APPROVAL ALONG WITH THE SHOP DRAWINGS. THERE SHALL BE NO ADDITIONAL COST TO THE OWNER FOR THE REDESIGN NOR FOR ANY ADDITIONAL CONDUITS AND WIRING. DURING SUBMITTAL THE CONTRACTOR SHALL VERIFY ALL SUPPLIED BREAKER SIZES FOR ALL PACKAGED SYSTEMS AND MODIFY ALL BREAKERS IN PANELBOARDS ACCORDINGLY WITHOUT ANY ADDITIONAL COST TO THE OWNER.

23. GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH NEC, ARTICLE 250. THE GROUNDING SYSTEM TEST SHALL NOT EXCEED A 48 HOUR SPAN DRY RESISTANCE OF 25 OHMS. ADDITIONAL GROUNDING TO MEET THIS REQUIREMENT SHALL BE INSTALLED AT NO EXTRA COST. GROUNDING AND BONDING CONNECTIONS SHALL NOT BE PAINTED. ALL GROUNDING CONNECTIONS SHALL BE

EXOTHERMIC UNLESS SPECIFICALLY INDICATED OTHERWISE.

24. AN EQUIPMENT GROUND WIRE SIZED PER NEC SHALL BE PULLED IN ALL ELECTRICAL CONDUITS, POWER AND CONTROL, WHETHER OR NOT INDICATED ON THE PLANS.

25. ALL ENCLOSURES, TJB, WIREWAY, PULL BOXES ETC. SHALL CONTAIN A GROUNDING BUS. CONNECT ALL RACEWAY BONDS TO THIS BUS VIA GROUNDING BUSHING AND EXTEND BONDING JUMPER FROM THIS BUS TO THE ENCLOSURE.

26. PROVIDE CONDUIT DUCT SEAL AT ALL CONDUIT ENDS.

27. ALL SPARE CONDUITS SHALL BE SEALED WITH A CAP AT BOTH ENDS AND A PULL STRING INSTALLED WITH IDENTIFICATION ON

BOTH ENDS.

28. TYPEWRITTEN PANEL SCHEDULES SHALL BE INSTALLED IN EACH PANELBOARD, AND TYPEWRITTEN TERMINAL BLOCK

SCHEDULES IN EACH CONTROL CABINET.

29. CONTRACTOR SHALL BALANCE PANELBOARD LOADS AT THE END OF THE PROJECT.

30. ALL EXPOSED CONDUITS IN NON-AIR CONDITIONED AREAS SHALL BE RMC. ALL UNDERGROUND CONDUITS SHALL BE PVC

SCHEDULE 40 UNLESS OTHERWISE NOTED.

31. COMBINING OF NEUTRAL CONDUCTORS SHALL NOT BE ALLOWED.

32. THE CONTRACTOR MAY COMBINE CONDUCTORS TO LIMIT THE NUMBER OF CONDUITS LEAVING THE PANELBOARD. CONTRACTOR SHALL DERATE THE WIRES AS PER NEC AND INCREASE THE SIZE OF THE WIRES ACCORDINGLY.

33. FOR CABLE COLOR CODE PLEASE REFER TO SPECIFICATION 260519.

34. CONTRACTOR SHALL PROVIDE TO THE COUNTY WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE RECORD DRAWINGS DEPICTING THE COMPLETED INSTALLATION AS INSTALLED INCLUDING A SINGLE LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION AND FLOOR PLANS INDICATING THE LOCATION AND AREA SERVED BY ALL INSTALLED DISTRIBUTIONS PER THE

FLORIDA BUILDING CODE, DIVISION C405.7.4.1.

35. CONTRACTOR SHALL PROVIDE TO THE COUNTY OPERATING AND MAINTENANCE MANUALS (O&M MANUALS) FOR ALL EQUIPMENT

PER THE FLORIDA BUILDING CODE, DIVISION C405.7.4.2. THE MANUALS SHALL INCLUDE:

35.1. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING

MAINTENANCE.

35.2. O&M MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS

SHALL BE CLEARLY IDENTIFIED.

35.3. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY

36. BRANCH AND FEEDER CONDUCTORS ARE SIZED FOR MAXIMUM VOLTAGE DROP OF 5 PERCENT COMBINED AT DESIGN LOAD PER

THE FLORIDA BUILDING CODE-ENERGY CONSERVATION-C405.5.3.

37. ALL REFERENCES TO SS OR STAINLESS STEEL SHALL MEAN 316 STAINLESS STEEL.

38. ALL ELECTRICAL EQUIPMENT SHALL BE PERMANENTLY IDENTIFIED AND SIGNED PER THE REQUIREMENTS OF THE NEC AND THE

FLORIDA BUILDING CODE.

39. MINIMUM DISTANCE ALLOWED BETWEEN POWER CONDUITS AND INSTRUMENTATION/COMMUNICATION CONDUITS SHALL BE:

VOLTAGE DISTANCE

480V 2 FT

120V 1 FT

40. CONTRACTOR SHALL RESTORE SIDEWALKS, PARKING LOTS, ROADWAYS, SOD AND SPRINKLER SYSTEM TO MATCH EXISTING, AFTER THE COMPLETION OF WORK.

EL

EC

TR

IC

AL

G

EN

ER

AL

N

O

TE

S

E-1

PROJ

DATE

D

RR

EV

IS

IO

N

C H

K

BY

AP

VD

SHEET

DWG

1 2 3 4 5 6

A

B

C

D

EN

G

R

SE

AL

C O

M M

U N

IT

Y

PL

AN

N

IN

G

D

EV

EL

O

PM

EN

T

SE

M

IN

O

LE

T R

IB

E

O F

FL

O

R

ID

A

G

R

IF

FI

N

R D

D

AV

IE

, F L

PH

(9

) 9

-6

D

AT

E N

O

Know what's

R

Call before you dig.

below.

N/A

SEMINOLE TRIBE OF FLORIDA

PUBLIC WORKS DEPARTMENT

CONTACT TWO (2) BUSINESS DAYS BEFORE DIGGING

HTTP://TED.SEMTRIBE.COM/FORMS-LIBRARY

DIGPUBLICWORKS@SEMTRIBE.COM

(954) 894-1060 - EXT. 10910

07/25

B

IG

C Y

P R

E S

S R

E -P

U M

P S

T A

T

IO

N

JW

K

JW

K

AL

C

JW

K

2403-31

JAMES W. KAPPES

FL P.E. NO. 71499

HSQ GROUP, LLC.Engineers · Planners · Surveyors4577 N Nob Hill Road, Suite 210Sunrise, Florida 33351 · 954.440.6990

C26258 · LB7924

H S

Q G

R O

U P

, I N

C

En gi ne er s

· P la nn er s

· S ur ve yo rs

N ob H ill R oa d, S ui te

Su nr is e, F lo rid a

· 9

.4

.6

C

· L

B7

ONE LINE DIAGRAMS, RISER DIAGRAMS AND SCHEMATICS

EXISTING

LINE WEIGHT

NEW

NOTE:

ELECTRICAL PLAN/LAYOUT

DEMOLITION TO BE REMOVED, MODIFIED OR DELETED

THIS IS A STANDARD LEGEND SHEET. SOME SYMBOLS OR ABBREVIATIONS MAY APPEAR ON THIS SHEET

AND NOT BE UTILIZED ON PROJECT. SYMBOLS ARE NOT TO SCALE.

SPD SURGE PROTECTIVE DEVICE

EMS

SIGNAL MAINTENANCE ACCESS HOLESMH

DESCRIPTION

ABBREVIATIONS

ABBV.

NEUTRAL

MINIMUM

MH

N

NC

MS

NEMA

MDP

MIN

MDS

DISCONNECT SWITCH

MAIN DISTRIBUTION PANEL

MOTOR STARTER

NATIONAL ELECTRIC

NORMALLY CLOSED

MAINTENANCE ACCESS HOLE

MAIN SERVICE

ON-OFF

NP

OC

NO

OL

OO

OCR

OOA

NTS

OCA

POLE

PAIR

PHASE

PB

P

PM

PT

PR

PH

PE

OSC

PNL

OOR

OPEN-STOP-CLOSE

PHASE MONITOR

POTENTIAL TRANSFORMER

PANELBOARD

PULL BOX

PHOTOCELL

OVERLOAD RELAY

NORMALLY OPEN

NOT TO SCALE

OPEN-CLOSE-AUTO

OPEN-CLOSE-REMOTE

OPEN-CLOSE (D)

ON-OFF-REMOTE

ON-OFF-AUTO

NAMEPLATE

MANUFACTURERS ASSOCIATION

SWITCH

ALUMINUM

AUTOMATIC TRANSFER

ALTERNATING CURRENT

AMMETER SWITCH,

AUTO-MANUAL

ALTERNATE

AL

AC

AFF

A

AM

ATS

AS

ALT

ABBV.

CIRCUIT

BREAKER

TRANSFORMER

CONDUIT, CONTACTOR

CIRCUIT BREAKER

CONTROL POWER

CONTROL RELAY

EXHAUST FAN

ELAPSED TIME METER

FULLY CLOSED

DISCONNECT

EQUIPMENT GROUND

C

CB

CT

CR

EF

EG

FC

DODE

DOE

DISC

ETM

EMH

CPT

EHD

CKT

BRKR

DELAY UPON DE-ENERGIZATION

ELECTRICAL MAHHOLE

DELAY UPON ENERGIZATION

ELECTRIC HAND DRYER

ABOVE FINISHED FLOOR

CMP

CURRENT TRANSFORMER

AMMETER, AMPERE, AMBER

DESCRIPTION

REDR

RMC

QNTY

R/I

RMS

RPC

RCPT

PVC

SWITCH

SWITCH

SF

SS

SC

S

SYM

SSRV

RTU

VOLTAGE STARTER

SOLID STATE REDUCED

STAINLESS STEEL, SELECTOR

SYMMETRICAL

SUPPLY FAN

ROOT MEAN SQUARE

POLYVINYL CHLORIDE CONDUIT

RESISTANCE TO CURRENT

REMOTE POWER CENTER

SURGE CAPACITOR

REMOTE TELEMETRY UNIT

RIGID METAL CONDUIT

QUANTITY

CONVERTER

RECEPTACLE

TO

TR

TDR

TJB

TDAD

TDAE

TYPICAL

V

VFI

WP

TSP

VFD

TYP

UVR

TS

TWISTED SHIELDED PAIR

WEATHERPROOF

VACUUM FAULT INTERRUPTER

VOLTMETER, VOLT

UNDER VOLTAGE RELAY

VARIABLE FREQUENCY DRIVE

TIME DELAY AFTER

DE-ENERGIZATION

TIME DELAY RELAY

TERMINAL JUNCTION BOX

TIME DELAY AFTER

THERMAL SWITCH

TRIPLE, TIMING RELAY

TIMED OPEN

ENERGIZATION

TC TIMED CLOSE

XFMR TRANSFORMER

FUTURE

GALVANIZED

FLOW METER

FLOW TRANSMITTER

FLOAT SWITCH

GREEN, GROUND

FULL VOLTAGE

GROUND

GROUND FAULT RELAY

HAND-OFF-REMOTE

HANDHOLE

HAND-0FF-AUTO

GENERATOR

FM

FS

FT

G

HF

HH

GFI

HOR

HOA

GRS

GFR

GND

GALV

GEN

FVNR

FUT

CONTROL

KILOWATT

LOAD BREAK SWITCH

LIGHTNING ARRESTER

INSTRUMENTATION AND

JUNCTION BOX

KEY INTERLOCK

LIMIT SWITCH

LIGHTING

MANUFACTURER

MANUAL-AUTO

LIGHTING PANEL

LIGHTING CONTACTOR

IC

JB

LBS

KW

LA

K

LS

LTG

LP

LR

MA

M

LC

MANUF

LT FLEX

I & C

MCP

MCC

GROUND FAULT INTERRUPTER

LOCAL-REMOTE, LATCHING RELAY

MOTOR CONTROL CENTER

MOTOR CIRCUIT PROTECTOR

MAGNETIC CONTACTOR COIL

LIQUID TIGHT FLEX CONDUIT

GALVANIZED RIGID STEEL

INSTANTANEOUS CLOSE

HARMONIC FILTER

NON-REVERSING STARTER

FEEDERFDR

DESCRIPTIONSYMBOL

SYMBOL

2#12, 1#12G, 1'C a or a 17

DESCRIPTION

F60/40

100/M

225400 aOS

HID HIGH INTENSITY DISCHARGE

NONFUSED DISCONNECT SWITCH, SIZE INDICATED, 3 POLE UNLESS INDICATED

OTHERWISE, NEMA 1 ENCLOSURE, WP = WEATHERPROOF (NEMA 4X)

FUSED DISCONNECT SWITCH, SIZE INDICATED (60/40, 60 = SWITCH RATING:40 =

FUSE RATING) 3 POLE UNLESS INDICATED OTHERWISE, NEMA 1 ENCLOSURE, WP

= WEATHERPROOF (NEMA 4X)

STARTER MAGNETIC NEMA SIZE INDICATED, NEMA 1 ENCLOSURE, UNLESS

INDICATED OTHERWISE. SEE CONTROL DIAGRAM

COMBINATION (FUSE OR CIRCUIT BREAKER AS INDICATED). MAGNETIC STARTER,

NEMA SIZE INDICATED, NEMA 1 ENCLOSURE UNLESS INDICATED OTHERWISE. SEE

CONTROL SCHEMATIC DIAGRAM

CONTACT - NORMALLY OPEN WITH NEMA SIZE INDICATED OR COIL

IDENTIFICATION AS APPLICABLE

CONTACT - NORMALLY CLOSED WITH NEMA SIZE INDICATED OR COIL

IDENTIFICATION AS APPLICABLE

CIRCUIT BREAKER, MAGNETIC, TRIP SHOWN, 3 POLE UNLESS INDICATED

OTHERWISE

CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN, 3 POLE UNLESS INDICATED

OTHERWISE

CIRCUIT BREAKER WITH CURRENT LIMITING FUSES, TRIP AND FUSE RATING

INDICATED, 3 POLE UNLESS INDICATED OTHERWISE

V

SW

or

120V

0-600V

GFR

O AH

1 XOO

X O

AUTO

O O

OFF

O X

HAND

G - GREEN

50 INSTANTANEOUS

TIME OVERCURRENT

W - WHITE

R - RED

CKT.2

A

(3)

200/5

OOX

XX

LETTER INDICATES COLOR

PROTECTIVE RELAY

XX = 47

C - CLEAR

A - AMBER

B - BLUE

POSITION

PHASE FAILURE/PHASE REVERSE

PUSH-TO-TEST AND CONNECT, INDICATING LIGHT

O - OPEN CONTACT

X - CLOSED CONTACT

CURRENT TRANSFORMER, NUMBER AND RATIO INDICATED

L

LR

U

DCR

SOL

CR

GROUND FAULT/GROUND SENSOR51GS

XXX

YYY

DESCRIPTIONSYMBOL

KK

LIMIT SWITCH

TEMPERATURE

CLOSES ON RISING TEMPERATURE,

OPENS ON FALLING TEMPERATURE

OPENS ON RISING TEMPERATURE,

CLOSES ON FALLING TEMPERATURE

OPENS ON RISING PRESSURE, CLOSES ON FALLING

PRESSURE

CLOSES ON RISING PRESSURE, OPENS ON FALLING

PRESSURE

OPENS ON RISING FLOW, CLOSES ON FALLING FLOW

CLOSES ON RISING FLOW, OPENS ON FALLING FLOW

HELD OPEN, NORMALLY CLOSED

NORMALLY CLOSED

NORMALLY OPEN

HELD CLOSED, NORMALLY OPEN

FLOW

PRESSURE

LIQUID LEVEL

OPENS ON RISING LEVEL, CLOSES ON FALLING LEVEL

CLOSES ON RISING LEVEL, OPENS ON FALLING LEVEL

NORMALLY CLOSED, TIMED CLOSED

NORMALLY CLOSED, TIMED OPEN

NORMALLY OPEN, TIMED CLOSED

NORMALLY OPEN, TIMED OPEN

TIME DELAY CONTACTS

LATCHING RELAY

ELECTRIC RESISTANCE HEATERSOLENOID

CONTROL RELAY, 24V DC COIL

120V CONTROL RELAY

KIRK KEY INTERLOCK

FUSE

CAPACITOR OR SURGE CAPACITOR

METER WITH SWITCH - SCALE RANGE SHOWN

GROUND

TRANSFORMER, VOLTAGES, PHASE AND

RATING INDICATED AS APPLICABLE

120/240V

15 KVA

1 PH

GROUND FAULT RELAY WITH C.T.

PUSH-BUTTON SWITCH, MOMENTARY CONTACT, NORMALLY OPEN

PUSH-BUTTON SWITCH, MOMENTARY CONTACT, NORMALLY CLOSED

PUSH BUTTON SWITCH, MAINTAINED CONTACTS WITH MECHANICAL

INTERLOCK

REMOTE DEVICE

SELECTOR SWITCH: MAINTAINED CONTACT WITH CONTACT POSITION

INDICATED, CHART IDENTIFIES OPERATION

CENTRAL MONITORING PNL

LIGHTNING ARRESTER

DRAWOUT FUSED SWITCH, MEDIUM VOLTAGE

DRAWOUT CIRCUIT BREAKER, MEDIUM VOLTAGE

DRAWOUT CIRCUIT BREAKER, LOW VOLTAGE,

XXX = TRIP RATING RATING, YYY = FRAME

SWITCH - CURRENT RATING INDICATED, 3 POLE UNLESS INDICATED

OTHERWISE

FUSED SWITCH, SWITCH AND FUSE CURRENT RATING INDICATED, 3 POLE UNLESS

INDICATED OTHERWISE

MAGNETIC STARTER WITH NEMA SIZE INDICATED

OVERLOAD RELAY HEATER

INDICATES RACEWAY AND CIRCUIT CONDUCTORS. FIRST

NUMBER IS RACEWAY SIZE. THE FOLLOWING NUMBERS ARE

THE CONDUCTOR QUANTITIES, SIZES, AND TYPES

MAJOR ELECTRICAL COMPONENT OR DEVICE - NAME OR

IDENTIFYING SYMBOL AS SHOWN

PANELBOARD

TERMINAL JUNCTION BOX

WOUND-ROTOR MOTOR, HORSEPOWER INDICATED

MOTOR, SQUIRREL CAGE INDUCTION - HORSEPOWER

INDICATED

LUMINAIRE - SEE SCHEDULE # =

SEE FIXTURE SCHEDULE

LUMINAIRE - SEE SCHEDULE # =

SEE FIXTURE SCHEDULE

WALL MOUNTED LUMINAIRE - SEE SCHEDULE # =

SEE FIXTURE SCHEDULE

EXIT LIGHTS - SEE SCHEDULE # =

SEE FIXTURE SCHEDULE

EMERGENCY LIGHTING FIXTURE

# = SEE FIXTURE SCHEDULE

SMALL LETTER SUBSCRIPT AT SWITCH AND LUMINAIRE

INDICATES SWITCHING. SUBSCRIPT NUMBER AT LUMINAIRE

INDICATES CIRCUIT IN PANELBOARD

EXPOSED CONDUIT

CONDUIT DOWN, X IS CONDUIT NO.

CONDUIT UP

CONDUIT, STUBBED AND CAPPED AS SHOWN

ONE LINE DIAGRAMS, RISER DIAGRAMS AND SCHEMATICS

DESCRIPTIONSYMBOL

MEDIUM VOLTAGEMV

VD VOLTAGE DROP

WEATHERPROOF

FOUR WAY

RECESSED TV BOX

GROUND FAULT INTERRUPTER

4-

2-

3- THREE WAY

FOUR WAY

DOUBLE POLE

WP-

TL- TWIST LOCK

WEATHERPROOF TV-

GFI-

4-

WP-

CONVENIENCE RECEPTACLE - DUPLEX UNLESS SPECIFIED

OTHERWISE

WALL SWITCH:

RECESSED TV BOXWP-

TL- TWIST LOCK

WEATHERPROOF TV-

CONVENIENCE RECEPTACLE - QUADRUPLEX UNLESS SPECIFIED

OTHERWISE

CONVENIENCE RECEPTACLE, PEDESTAL OR ABOVE

COUNTER DUPLEX, UNLESS INDICATED OTHERWISE.

FLOOR BOX - ONE 20A DUPLEX RECEPTACLE AND TWO

DATA JACKS UNLESS SPECIFIED OTHERWISE MOUNTED

FLUSH IN FLOOR

a-LOWERCASE LETTER DESIGNATES SWITCH ID

OS OCCUPANCY CEILING OR WALL SENSOR, SEE LIGHTING CONTROL AND SENSOR

SCHEDULE FOR TYPE

OCCUPANCY SENSOR WALL SWITCH, SEE LIGHTING CONTROL AND SENSOR

SCHEDULE FOR TYPE:

a-LOWERCASE LETTER DESIGNATES SWITCH ID a a

LR OCCUPANCY LIGHTING RELAY, SEE LIGHTING CONTROL AND SENSOR SCHEDULE

FOR TYPE

a-LOWERCASE LETTER DESIGNATES SWITCH ID

O$ a

GROUND FAULT INTERRUPTERGFI-

GROUND FAULT INTERRUPTERGFI-

ENERGY REDUCING MAINTENANCE

SWITCH

W - WALL MOUNTED, 54" AFF

J JUNCTION BOX NEMA 12 ENCLOSURE UNLESS INDICATED

OTHERWISE. 4X = NEMA 4X SS

W = WALL MOUNTED, F = FLOOR MOUNTED,

C = CEILING MOUNTED

DUAL TELEPHONE/DATA RECEPTACLE, 1 VOICE AND 1 DATA

(OUTLET BOX, 18" AFF)

S SECURITY/BURGLAR 4"X4" JUNCTION BOX NEMA 12

ENCLOSURE UNLESS INDICATED OTHERWISE. 4X = NEMA 4X

SS

W = WALL MOUNTED, F = FLOOR MOUNTED,

C = CEILING MOUNTED

[B2]

LP-#

CONDUIT/CONDUCTOR - REFER TO CIRCUIT LEGEND

HOME RUN - PANEL AND CIRCUIT NUMBER SHOWN

CR

CCTV

CARD ACCESS CONTROL 2"X4" WALL MOUNTED JUNCTION

BOX NEMA 12 ENCLOSURE UNLESS INDICATED OTHERWISE.

4X = NEMA 4X SS

CCTV 4"X4" JUNCTION BOX NEMA 12 ENCLOSURE UNLESS

INDICATED OTHERWISE. 4X = NEMA 4X SS

W = WALL MOUNTED, F = FLOOR MOUNTED,

C = CEILING MOUNTED

DC CARD ACCESS CONTROL 6"X6" JUNCTION BOX NEMA 12

ENCLOSURE UNLESS INDICATED OTHERWISE. 4X = NEMA 4X

SS

W = WALL MOUNTED, F = FLOOR MOUNTED,

C = CEILING MOUNTED

SOOW EQUIPMENT CORD WITH RECEPTACLE

G

GROUND ROD

GROUND WIRE, 4/0 UNLESS OTHERWISE NOTED

EL

EC

TR

IC

AL

L

EG

EN

D

E-2

PROJ

DATE

D

RR

EV

IS

IO

N

C H

K

BY

AP

VD

SHEET

DWG

1 2 3 4 5 6

A

B

C

D

EN

G

R

SE

AL

C O

M M

U N

IT

Y

PL

AN

N

IN

G

D

EV

EL

O

PM

EN

T

SE

M

IN

O

LE

T R

IB

E

O F

FL

O

R

ID

A

G

R

IF

FI

N

R D

D

AV

IE

, F L

PH

(9

) 9

-6

D

AT

E N

O

Know what's

R

Call before you dig.

below.

N/A

SEMINOLE TRIBE OF FLORIDA

PUBLIC WORKS DEPARTMENT

CONTACT TWO (2) BUSINESS DAYS BEFORE DIGGING

HTTP://TED.SEMTRIBE.COM/FORMS-LIBRARY

DIGPUBLICWORKS@SEMTRIBE.COM

(954) 894-1060 - EXT. 10910

07/25

B

IG

C Y

P R

E S

S R

E -P

U M

P S

T A

T

IO

N

JW

K

JW

K

AL

C

JW

K

2403-31

JAMES W. KAPPES

FL P.E. NO. 71499

HSQ GROUP, LLC.Engineers · Planners · Surveyors4577 N Nob Hill Road, Suite 210Sunrise, Florida 33351 · 954.440.6990

C26258 · LB7924

H S

Q G

R O

U P

, I N

C

En gi ne er s

· P la nn er s

· S ur ve yo rs

N ob H ill R oa d, S ui te

Su nr is e, F lo rid a

· 9

.4

.6

C

· L

B7

C

E

EXISTING

PANEL A

EXIST. REPUMP

STATION

[A]

NEW CANOPY

NEW CANOPY

EXISTING

VALVE

PIT

EXISTING

VALVE PIT

EXISTING

METER

EXISTING

ELECTRICAL ROOM

E

E

[B]

[B]

O H

E O

H E

O H

E O

H E

O H

E

EXISTING GLADES

ELECTRIC POWER POLE

WITH POLE MOUNTED

TRANSFORMERS

EXISTING CT JUNCTION BOX,

CT METER AND MAIN DISC.

ELECTRICAL CANOPY PLAN.

REFER TO SHEET E-4 FOR

ENLARGED VIEWEXISTING LIGHT POLE

TO BE REMOVED

EXISTING LIGHT CONDUIT

AND CONDUCTOR SYSTEM

TO BE REMOVED

EXISTING LIGHT POLE

TO REMAIN

EXISTING LIGHT POLE

TO REMAIN

EXISTING LIGHT POLE

TO BE REMOVED

EXISTING LIGHT CONDUIT

SYSTEM TO REMAIN

EXISTING

PANEL PDP

ELECTRICAL CANOPY PLAN.

REFER TO SHEET E-4 FOR

ENLARGED VIEW

EXISTING CANOPY

TO BE REMOVED

EXISTING CANOPY

TO BE REMOVED

EXISTING LIGHT CONDUIT

SYSTEM TO REMAIN

E

[E]

[E]

NOTES:

LEGEND

DESCRIPTIONSYMBOL

CONTRACTOR SHALL FURNISH AND

INSTALL NEW EMT CONDUIT MOUNTED

IN ELECTRICAL ROOM. SEE RISERS

FOR SIZE AND QUANTITY OF CONDUIT

AND CONDUCTORS.

CONTRACTOR SHALL FURNISH AND

INSTALL NEW SCHEDULE 40 PVC

UNDER EXISTING PAVEMENT AND IN

DIRT. CONTRACTOR SHALL SAW CUT

EXISTING PAVEMENT. SEE RISERS

FOR SIZE AND QUANTITY OF CONDUIT

AND CONDUCTORS.

KEY NOTES:

EL

EC

TR

IC

AL

S

IT

E

PL

AN

E-3

NORTH

ELECTRICAL SITE PLAN

SCALE: 1' = 10'

E NEW ELECTRICAL PULL BOX. REFER

TO DETAILS FOR ADDITIONAL

INFORMATION.

CONDUIT AND CIRCUIT SCHEDULE

[A] = 2#10, 1#10G, 1"C (NORTH CANOPY LIGHTING)

2#10, 1#10G, 1"C (NORTH CANOPY RECEPTACLES)

2#10, 1#10G, 1"C (SOUTH CANOPY LIGHTING)

2#10, 1#10G, 1"C (SOUTH CANOPY LIGHTING)

[B] = 2#10, 1#10G, 1"C (CANOPY LIGHTING);

2#10, 1#10G, 1"C (CANOPY RECEPTACLES)

[C] = 2#10, 1#10G, 1"C (CANOPY RECEPTACLES)

[D] = 2#10, 1#10G, 1"C (CANOPY LIGHTING)

[E] = 2#12, 1#12G, 1/2"C (SITE LIGHTING)

PROJ

DATE

D

RR

EV

IS

IO

N

C H

K

BY

AP

VD

SHEET

DWG

1 2 3 4 5 6

A

B

C

D

EN

G

R

SE

AL

C O

M M

U N

IT

Y

PL

AN

N

IN

G

D

EV

EL

O

PM

EN

T

SE

M

IN

O

LE

T R

IB

E

O F

FL

O

R

ID

A

G

R

IF

FI

N

R D

D

AV

IE

, F L

PH

(9

) 9

-6

D

AT

E N

O

Know what's

R

Call before you dig.

below.

N/A

SEMINOLE TRIBE OF FLORIDA

PUBLIC WORKS DEPARTMENT

CONTACT TWO (2) BUSINESS DAYS BEFORE DIGGING

HTTP://TED.SEMTRIBE.COM/FORMS-LIBRARY

DIGPUBLICWORKS@SEMTRIBE.COM

(954) 894-1060 - EXT. 10910

07/25

B

IG

C Y

P R

E S

S R

E -P

U M

P S

T A

T

IO

N

JW

K

JW

K

AL

C

JW

K

2403-31

JAMES W. KAPPES

FL P.E. NO. 71499

HSQ GROUP, LLC.Engineers · Planners · Surveyors4577 N Nob Hill Road, Suite 210Sunrise, Florida 33351 · 954.440.6990

C26258 · LB7924

H S

Q G

R O

U P

, I N

C

En gi ne er s

· P la nn er s

· S ur ve yo rs

N ob H ill R oa d, S ui te

Su nr is e, F lo rid a

· 9

.4

.6

C

· L

B7

1. THE CONDUIT ROUTING SHOWN PROVIDES ONE SUGGESTED METHOD FOR ROUTING OF CONDUIT AND FOR PERFORMING THE WORK. THE SUGGESTED ROUTING SHALL BE USED FOR BIDDING PURPOSES ONLY.

THE CONTRACTOR SHALL FIELD VERIFY ACTUAL CONDUIT ROUTING AND COORDINATE EXACT ROUTING

WITH OWNER AND ENGINEER PRIOR TO INSTALLATION.

2. CONTRACTOR SHALL VERIFY SIZE AND QUANTITY OF CONDUITS TO BE INSTALLED WITH THE RISER/ONE

LINE DIAGRAM.

3. CONTRACTOR SHALL FURNISH AND INSTALL RMC CONDUIT ON EXTERIOR OF THE BUILDING.

4. CONTRACTOR SHALL CORE DRILL ALL EXISTING WALLS TO INSTALL NEW CONDUITS AND REPAIR TO

MATCH EXISTING WALL RATING.

5. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS A MINIMUM OF 24" BELOW GRADE.

6. ALL CONDUITS UNDER ROADWAYS SHALL BE CONCRETE ENCASED. ENCASEMENT SHALL EXTEND 3FT

BEYOND EDGE OF PAVEMENT.

7. CONTRACTOR SHALL TRANSITION FROM UNDERGROUND PVC CONDUIT TO RMC CONDUIT BELOW GRADE

BEGINNING WITH A RMC 90 DEGREE ELBOW. COAT ALL UNDERGROUND RMC WITH TWO COATS OF

BITUMASTIC TO 6" ABOVE GRADE.

CONTRACTOR SHALL PROVIDE AND INSTALL EXPOSED RMC CONDUIT ON EXTERIOR OF BUILDING AND TRANSITION TO EMT ON THE INSIDE OF THE BUILDING. CONTRACTOR SHALL CORE DRILL WALL FOR ALL

CONDUIT PENETRATIONS. CONTRACTOR SHALL PAINT CONDUIT TO MATCH BUILDING EXTERIOR.

CONTRACTOR SHALL DISCONNECT, REMOVE AND DISPOSE OF THE EXISTING LIGHT POLE, COMPLETE.

REMOVE CONDUCTORS BACK TO ADJACENT LIGHT POLES. PROVIDE AND INSTALL NEW PULL BOX AND INTERCEPT EXISTING CONDUIT SYSTEM. PROVIDE AND INSTALL NEW CONDUCTORS VIA EXISTING

CONDUIT AND NEW PULL BOX AS SHOWN TO MAINTAIN LIGHTING CIRCUIT.

CONTRACTOR SHALL DISCONNECT, REMOVE AND DISPOSE OF THE EXISTING LIGHT POLE, COMPLETE.

REMOVE CONDUIT AND CONDUCTORS BACK TO ADJACENT LIGHT POLE.

E

Sa A-39 a

GFI

GFI

a a a

LIGHTNING PROTECTION

DOWN CONDUCTOR,

TYPICAL

4/0 BARE TINNED

COPPER TYP.

A-39

A-37 [D]

[C]

[B]

A-37 A-37

A-37 A-37

E b b bb

LIGHTNING PROTECTION

DOWN CONDUCTOR,

TYPICAL

A-8 S b

GFIGFI

A-8

A-6

4/0 BARE TINNED

COPPER TYP.

[D]

[C]

[B]

E

A-6A-6

A-6 A-6

NOTES:

KEY NOTES:

CONTRACTOR SHALL PROVIDE AND INSTALL A 4/0 BARE COPPER

GROUND WIRE FROM CANOPY FRAME TO NEW GROUND RING.

CONTRACTOR SHALL BOLT THROUGH CANOPY FRAME FOR

GROUND CONNECTION.

CONTRACTOR SHALL MOUNT RECEPTACLE AND LIGHT SWITCH

ON CANOPY FRAME 48" ABOVE FINISHED GRADE.

EL

EC

TR

IC

AL

C

AN

O

PY

P

LA

N

E-4

NORTH

NORTH CANOPY ELECTRICAL PLAN

SCALE: 1/4" = 1'

CONDUIT AND CIRCUIT SCHEDULE

[A] = 2#10, 1#10G, 1"C (NORTH CANOPY LIGHTING)

2#10, 1#10G, 1"C (NORTH CANOPY RECEPTACLES)

2#10, 1#10G, 1"C (SOUTH CANOPY LIGHTING)

2#10, 1#10G, 1"C (SOUTH CANOPY LIGHTING)

[B] = 2#10, 1#10G, 1"C (CANOPY LIGHTING);

2#10, 1#10G, 1"C (CANOPY RECEPTACLES)

[C] = 2#10, 1#10G, 1"C (CANOPY RECEPTACLES)

[D] = 2#10, 1#10G, 1"C (CANOPY LIGHTING)

[E] = 2#12, 1#12G, 1/2"C (SITE LIGHTING)

PROJ

DATE

D

RR

EV

IS

IO

N

C H

K

BY

AP

VD

SHEET

DWG

1 2 3 4 5 6

A

B

C

D

EN

G

R

SE

AL

C O

M M

U N

IT

Y

PL

AN

N

IN

G

D

EV

EL

O

PM

EN

T

SE

M

IN

O

LE

T R

IB

E

O F

FL

O

R

ID

A

G

R

IF

FI

N

R D

D

AV

IE

, F L

PH

(9

) 9

-6

D

AT

E N

O

Know what's

R

Call before you dig.

below.

N/A

SEMINOLE TRIBE OF FLORIDA

PUBLIC WORKS DEPARTMENT

CONTACT TWO (2) BUSINESS DAYS BEFORE DIGGING

HTTP://TED.SEMTRIBE.COM/FORMS-LIBRARY

DIGPUBLICWORKS@SEMTRIBE.COM

(954) 894-1060 - EXT. 10910

07/25

B

IG

C Y

P R

E S

S R

E -P

U M

P S

T A

T

IO

N

JW

K

JW

K

AL

C

JW

K

2403-31

JAMES W. KAPPES

FL P.E. NO. 71499

HSQ GROUP, LLC.Engineers · Planners · Surveyors4577 N Nob Hill Road, Suite 210Sunrise, Florida 33351 · 954.440.6990

C26258 · LB7924

H S

Q G

R O

U P

, I N

C

En gi ne er s

· P la nn er s

· S ur ve yo rs

N ob H ill R oa d, S ui te

Su nr is e, F lo rid a

· 9

.4

.6

C

· L

B7

SOUTH CANOPY ELECTRICAL PLAN

SCALE: 1/4" = 1'

1. GROUNDS SHALL NOT BE DAISY CHAINED.

2. BELOW GRADE GROUND CONNECTIONS SHALL BE EXOTHERMIC WELDS OR

MECHANICAL COMPRESSION TYPES PER SPECIFICATION 260526. ALL BELOW GRADE

CONNECTIONS SHALL BE COATED WITH COAL TAR.

3. ABOVE GRADE GROUND CONNECTIONS SHALL BE CRIMPED LUG AND A STAINLESS

STEEL BOLTED CONNECTION.

4. CONTRACTOR SHALL FURNISH AND INSTALL LIGHTNING PROTECTION SYSTEM FOR

THE CANOPY AS PER SPECIFICATION SECTION 264100.

5. CONTRACTOR SHALL FURNISH AND INSTALL CONDUIT A MINIMUM OF 24" BELOW

GRADE.

6. CONTRACTOR SHALL TRANSITION FROM UNDERGROUND PVC CONDUIT TO RMC

CONDUIT BELOW GRADE BEGINNING WITH A RMC 90 DEGREE ELBOW. COAT ALL

UNDERGROUND RMC WITH TWO COATS OF BITUMASTIC TO 6" ABOVE GRADE.

F Ratings - 1 & 2 Hr (See Item 4)

L Rating At 400 F - 4 CFM/Sq Ft

1A2

1BSECTION A-A

A

A

L Rating At Ambient - Less Than 1 CFM/Sq Ft T Ratings - 0 and 2 Hr (see Item 4)

1. Floor or Wall Assembly: The fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs: Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. on center. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. on center.

B. Gypsum Board*: Nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diameter of opening is 4 in.

2. Metallic Sleeve (Optional): Nom 4 in. diameter (or smaller) Schedule 40 (or thinner) steel pipe cast into wall assembly with joint compound and installed flush with wall surfaces.

3. Electrical Nonmetallic Tubing+: Nom 2 in. diameter (or smaller) corrugated wall electrical nonmetallic tubing (ENT) constructed of polyvinyl chloride (PVC). Tubing to be rigidly supported on both sides of wall assembly. A nom annular space of 3/4 in. is required within the fire stop system. (FKHU) category in the Electrical Construction Materials Directory for See Electrical Nonmetallic Tubing names of manufacturers.

4. Fill, Void or Cavity Material*: Sealant: Installed symmetrically on both sides of the wall.

The hourly F Rating of the fire stop system is equal to the hourly fire rating of the wall assembly in which it is installed. Fill material applied within the annulus, flush with each end of the steel sleeve at the thickness shown in the table below:

F Rating Hr T Rating Hr Fill Mtl Depth In.

1 0 5/8 2 2 1-1/4

NOT TO SCALE

1. Floor or Wall Assembly: Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 32 in.

2. Metallic Sleeve: (Optional) Nom 32 in. diam (or smaller) Schedule 40 (or heavier) steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces.

3. Through-Penetrant One metallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between pipe or conduit and periphery of opening shall be min 0 in. (point contact) to max 1-7/8 in. Pipe may be installed with continuous point contact. Pipe or conduit to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes or conduits may be used:

A. Steel Pipe Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe Nom 30 in. diam (or smaller) cast or ductile iron pipe.

C. Copper Pipe Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe.

D. Copper Tubing Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing.

E. Conduit Nom 6 in. diam (or smaller) steel conduit. f F. Conduit Nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT).

4. Firestop System The firestop system shall consist of the following:

A. Packing Material Min 4 in. thickness of min 4 pcf mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material.

B. Fill, Void or Cavity Material* -- Sealant Min 1/4 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. At the point or continuous contact locations between pipe and concrete, a min 1/4 in. diam bead of fill material shall be applied at the concrete/pipe interface on the top surface of floor and on both surfaces of wall.

A

SECTION A-A

L Rating At Ambient - Less than 1 CFM/Sq Ft L Rating At 400 F - 4 CFM/Sq Ft

4B

4A

A

4B

T RATING = 0-HR.

F RATING = 3-HR.

NOT TO SCALE

FIRE STOPPING SYSTEM N0. W-L-2075

FIRE STOPPING SYSTEM N0. C-AJ-1226

NOT TO SCALE

"PANEL A" PARTIAL RISER DIAGRAM

KEYED NOTES:

CONTRACTOR SHALL PROVIDE AND INSTALL A NEW BREAKER IN EXISTING

PANELBOARD. BREAKER SHALL MATCH EXISTING MANUFACTURE AND AIC RATING.

EXISTING PANEL A

RECEPTACLES

GFI

WP

20A

2#10, 1#10G, 3/4"C

LIGHTS

NORTH

CANOPY

2#10, 1#10G, 1"C

S

2#10, 1#10G, 1"C

RECEPTACLES

GFI

WP

20A

2#10, 1#10G, 3/4"C

LIGHTS

SOUTH

CANOPY

2#10, 1#10G, 1"C

S

2#10, 1#10G, 1"C

EL

EC

TR

IC

AL

D

ET

AI

LS

E-5

PROJ

DATE

D

RR

EV

IS

IO

N

C H

K

BY

AP

VD

SHEET

DWG

1 2 3 4 5 6

A

B

C

D

EN

G

R

SE

AL

C O

M M

U N

IT

Y

PL

AN

N

IN

G

D

EV

EL

O

PM

EN

T

SE

M

IN

O

LE

T R

IB

E

O F

FL

O

R

ID

A

G

R

IF

FI

N

R D

D

AV

IE

, F L

PH

(9

) 9

-6

D

AT

E N

O

Know what's

R

Call before you dig.

below.

N/A

SEMINOLE TRIBE OF FLORIDA

PUBLIC WORKS DEPARTMENT

CONTACT TWO (2) BUSINESS DAYS BEFORE DIGGING

HTTP://TED.SEMTRIBE.COM/FORMS-LIBRARY

DIGPUBLICWORKS@SEMTRIBE.COM

(954) 894-1060 - EXT. 10910

07/25

B

IG

C Y

P R

E S

S R

E -P

U M

P S

T A

T

IO

N

JW

K

JW

K

AL

C

JW

K

2403-31

JAMES W. KAPPES

FL P.E. NO. 71499

HSQ GROUP, LLC.Engineers · Planners · Surveyors4577 N Nob Hill Road, Suite 210Sunrise, Florida 33351 · 954.440.6990

C26258 · LB7924

H S

Q G

R O

U P

, I N

C

En gi ne er s

· P la nn er s

· S ur ve yo rs

N ob H ill R oa d, S ui te

Su nr is e, F lo rid a

· 9

.4

.6

C

· L

B7

NOT TO SCALE

316 STAINLESS STEEL STRAPS

AND HARDWARE

ANCHOR TO WALL WITH 3/8"

DIA. X 4" 316 STAINLESS STEEL

CONCRETE ANCHORS, WITH

SUPPORTS AT 5"-0" MAXIMUM.

316 STAINLESS STEEL

CHANNEL

1/2" 316 STAINLESS STEEL

THREADED ROD SUPPORT

FROM BUILDING STRUCTURE.

NOT TO SCALE

NOT TO SCALE

1 1/2" X 1 1/2" 316 STAINLESS

STEEL CHANNEL

1. THIS DETAIL TYPICAL FOR BOTH VERTICAL AND

HORIZONTAL MOUNTING.

2. CHANNEL AND ALL SUPPORT DEVICES TO BE 316

STAINLESS STEEL. FIELD COAT ALL CUTS, ETC. TO

MATCH.

3. CHANNELS TO BE SPACED 5' MAXIMUM.

U.L APPROVED FIRE RATED

JOINT FILLER

WALL OR SLAB

CAULK ENDS ALL AROUND

TYPICAL BOTH SIDES

CONDUIT

CORE DRILL OPENING

ALL CONDUIT SHALL BE

GROUNDED WITH

GROUNDING BUSHINGS

GROUND WIRE

(GROUND ONE

END OF CONDUIT

ONLY)

LOCK WASHER

EQUIPMENT

ENCLOSURE CONDUIT

NOT TO SCALE

NOT TO SCALE

CONDUIT PENETRATION AT

WALL OR SLAB

CONDUIT GROUNDING

CONDUIT SUPPORT

CONDUIT SUPPORTING AND MOUNTING NOTES:

TRAPEZE ASSEMBLY

CONDUIT PIPE STRAP

MOUNTING DETAILS

316 STAINLESS STEEL

CONDUIT CLAMP

NOTE:

MOUNTED DEVICE

WALL OR COLUMN

NOT TO SCALE

ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL.

FLOOR OR PLATFORM

WIRING DEVICE OR

ELECTRICAL EQUIPMENT

SIZE AS REQD

WALL OR COLUMN

PIPE STRAP

CONDUIT

NOT TO SCALE

3"

" M

IN

FINISH

GRADE

SCH 40 PVC

CONDUIT

TYPICAL PAVEMENT REPAIR OVER

SINGLE CONDUIT CONCRETE ENCASED

3"

3"

CONCRETE ENCASEMENT,

MINIMUM 3000 PSI. WITH 3"

MINIMUM COVER ALL AROUND

ASPHALT REPAIR SEE

CIVIL DETAILS

6"

3/4 " DIA X 20'-0"

COPPER CLAD

GROUND ROD

4/0 AWG BARE

TINNED COPPER

TYPE "TA" CADWELD

CONNECTION

30"

NOT TO SCALE

BURIAL DEPTH

MINIMUM

NOT TO SCALE

GROUND CABLE CONNECTION

BARE

TINNED

COPPER

GROUND

CABLE

TYPE "TA" EXOTHERMIC

CONNECTION

GROUND ROD/GROUND RING DETAIL

PLASTIC 6" WIDE LOCATABLE

TAPE MARKED "ELECTRICAL",

TYPICAL OVER ALL CONDUITS.

3"

" M

IN

FINISH

GRADE

SCH 40 PVC CONDUIT

PLASTIC 6" WIDE

LOCATABLE TAPE MARKED

"ELECTRICAL" , TYPICAL

OVER ALL CONDUITS.

8"

COMPACTED EARTH,

MIN. 98% DENSITY

3"

3"

EARTH

CLEAN AND BACKFILL

WITH EARTH

NOT TO SCALE

TYPICAL CONDUIT IN EARTH

MINIMUM

24"

8"

FINISHED GRADE

ALL UNDERGROUND WATERPROOF SPLICES SHALL

BE MADE WITH PROVIDE ESSLK-2/0 SPLICES FOR

LIGHTING CIRCUITS ONLY.

POLYMER TIER 15 HEAVY DUTY, SKID

RESISTANT & TRAFFIC RATED COVER,

BOLTED DOWN WITH STAINLESS STEEL

HARDWARE, MARKED "ELECTRICAL

POLYMER PULL BOX W/BASE,

13"Wx24"Lx12"D I.D. MINIMUM SIZE, ENLARGE SIZE TO MEET NEC AND

INSTALL PER MANUFACTURER'S

RECOMMENDATIONS.

8" DEPTH OF

CRUSHED

STONE OR

GRAVEL FOR

DRAINAGE

SEE PLAN FOR CONDUIT

AND WIRE

REQUIREMENTS

DIRECT BURIED 8"

IDENTIFICATION TAPE

GROUND ROD

3/4" DIA X 20'-0" (TYPICAL

OF LIGHTING PULL BOX

ONLY)

PROVIDE

DUCTSEAL IN

CONDUITS TYP.

NOT TO SCALE

PULL BOX DETAIL

PAVEMENT, COMPACTED

EARTH, MIN. 98%

DENSITY

EL

EC

TR

IC

AL

D

ET

AI

LS

E-6

PROJ

DATE

D

RR

EV

IS

IO

N

C H

K

BY

AP

VD

SHEET

DWG

1 2 3 4 5 6

A

B

C

D

EN

G

R

SE

AL

C O

M M

U N

IT

Y

PL

AN

N

IN

G

D

EV

EL

O

PM

EN

T

SE

M

IN

O

LE

T R

IB

E

O F

FL

O

R

ID

A

G

R

IF

FI

N

R D

D

AV

IE

, F L

PH

(9

) 9

-6

D

AT

E N

O

Know what's

R

Call before you dig.

below.

N/A

SEMINOLE TRIBE OF FLORIDA

PUBLIC WORKS DEPARTMENT

CONTACT TWO (2) BUSINESS DAYS BEFORE DIGGING

HTTP://TED.SEMTRIBE.COM/FORMS-LIBRARY

DIGPUBLICWORKS@SEMTRIBE.COM

(954) 894-1060 - EXT. 10910

07/25

B

IG

C Y

P R

E S

S R

E -P

U M

P S

T A

T

IO

N

JW

K

JW

K

AL

C

JW

K

2403-31

JAMES W. KAPPES

FL P.E. NO. 71499

HSQ GROUP, LLC.Engineers · Planners · Surveyors4577 N Nob Hill Road, Suite 210Sunrise, Florida 33351 · 954.440.6990

C26258 · LB7924

H S

Q G

R O

U P

, I N

C

En gi ne er s

· P la nn er s

· S ur ve yo rs

N ob H ill R oa d, S ui te

Su nr is e, F lo rid a

· 9

.4

.6

C

· L

B7

12.0 16.6 18.7 19.1 17.3 12.5

17.3 24.6 27.4 27.6 25.1 17.7

19.5 27.9 31.0 30.8 27.7 19.4

17.5 25.1 27.6 27.3 24.5 17.4

12.4 17.1 19.0 18.7 16.7 12.1

12.1 16.8 19.0 19.1 17.3 12.7

17.1 24.6 27.4 27.7 25.2 17.9

18.9 27.4 30.7 30.9 28.0 19.8

17.1 24.4 27.3 27.4 24.8 17.7

12.1 16.8 18.8 18.8 16.9 12.4

PH

O

TO

M

ET

R

IC

C

AN

O

PY

P

LA

N

E-7

N O

R

TH

NORTH CANOPY PHOTOMETRIC PLAN

SCALE: 1/4" = 1'

PROJ

DATE

D

RR

EV

IS

IO

N

C H

K

BY

AP

VD

SHEET

DWG

1 2 3 4 5 6

A

B

C

D

EN

G

R

SE

AL

C O

M M

U N

IT

Y

PL

AN

N

IN

G

D

EV

EL

O

PM

EN

T

SE

M

IN

O

LE

T R

IB

E

O F

FL

O

R

ID

A

G

R

IF

FI

N

R D

D

AV

IE

, F L

PH

(9

) 9

-6

D

AT

E N

O

Know what's

R

Call before you dig.

below.

N/A

SEMINOLE TRIBE OF FLORIDA

PUBLIC WORKS DEPARTMENT

CONTACT TWO (2) BUSINESS DAYS BEFORE DIGGING

HTTP://TED.SEMTRIBE.COM/FORMS-LIBRARY

DIGPUBLICWORKS@SEMTRIBE.COM

(954) 894-1060 - EXT. 10910

07/25

B

IG

C Y

P R

E S

S R

E -P

U M

P S

T A

T

IO

N

JW

K

JW

K

AL

C

JW

K

2403-31

JAMES W. KAPPES

FL P.E. NO. 71499

HSQ GROUP, LLC.Engineers · Planners · Surveyors4577 N Nob Hill Road, Suite 210Sunrise, Florida 33351 · 954.440.6990

C26258 · LB7924

H S

Q G

R O

U P

, I N

C

En gi ne er s

· P la nn er s

· S ur ve yo rs

N ob H ill R oa d, S ui te

Su nr is e, F lo rid a

· 9

.4

.6

C

· L

B7

SOUTH CANOPY PHOTOMETRIC PLAN

SCALE: 1/4" = 1'

GENERAL NOTES

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DETAILS, AND JOB SITE CONDITIONS PRIOR TO COMMENCING WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. ALL DIMENSIONS AND DRAWINGS SHOWN ON THESE PLANS ARE NOMINAL AND SHOW DESIGN INTENT ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE TO ADJUST ACTUAL CONSTRUCTION DIMENSIONS SLIGHTLY TO ALLOW FOR EXACT MATERIAL THICKNESS. ANY ITEM, MATERIAL, OR WORK NOT SHOWN ON THE DRAWINGS BUT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE IN ALL RESPECTS AND READY FOR OPERATION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. ALL SYSTEMS AND THEIR ASSOCIATED INCIDENTAL ACCESSORIES MUST BE COMPLETELY INSTALLED, CONNECTED, AND OPERATING TO THE SATISFACTION OF THE ENGINEER PRIOR TO FINAL ACCEPTANCE BY THE

OWNER.

2. CONCRETE STRUCTURE MAY NOT SUPPORT THE DESIGN LIVE LOAD UNTIL CONCRETE HAS REACHEDTHE 28 DAYS.

3. THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE SUPPORT OF TEMPORARY LOADS AND FORM WORK.

CONTRACTOR SHALL PROVIDE LATERAL SUPPORT FOR FALSE AND FORM WORK TO RESIST THE LATERAL MOVEMENT

DURING PLACEMENT OF CONCRETE.

4. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NECESSARY TO CONSTRUCT THE ITEMS DEPICTED ON THESE PLANS. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND, UNLESS

SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE MEANS AND METHOD OF CONSTRUCTION.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC.

6. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS, LICENSES, INSPECTIONS, AND ALL OTHER REQUIRED FEES. ALL WORK SHALL BE COMPLETED IN FULL COMPLIANCE WITH ALL CURRENT APPLICABLE CODES, ORDINANCES, AND GOVERNMENTAL REGULATIONS.

7. THE CONTRACTOR SHALL TURN OVER TO THE OWNER A CLEAN FACILITY WITH A CERTIFICATE OF OCCUPANCY, RECORD DOCUMENTS, INSPECTION CERTIFICATES, WARRANTIES AND BONDS, EVIDENCE OF PAYMENT, RELEASE OF

LIENS, AND ANY OPERATION AND MAINTENANCE MANUALS.

8. THE CONTRACTOR SHALL REVIEW THE COMPLETED WORK WITH THE ENGINEER AND/OR OWNER OR THEIR DESIGNATED REPRESENTATIVE AND DEMONSTRATE SATISFACTORY OPERATION OF EQUIPMENT AND/OR SATISFACTORY INSTALLATION OF STRUCTURAL SYSTEMS. ITEMS THAT THE ENGINEER, OWNER OR THEIR DESIGNATED REPRESENTATIVE DEEM UNSATISFACTORY AS IT RELATES TO THE SPECIFICATIONS WITHIN THESE PLANS SHALL BE

CORRECTED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER.

9. ALL WORK IS SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL'S FIELD INSPECTOR.

10. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALES.

11. THE ENGINEER IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THESE PLANS ONLY RELATED TO SLAB ON GRADE. IF ANY CHANGES ARE MADE FROM THE DESIGN AS SPECIFIED IN THESE DRAWINGS/CALCULATIONS WITHOUT APPROVAL FROM THE ENGINEER (I.E. ALTERATIONS TO THE STRUCTURAL SYSTEM OR ADDITION OF CONSTRUCTION MATERIALS/LOADS), THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THIS STRUCTURE PROVIDED BY THE MANUFACTURER'S ENGINEER. MANUFACTURER'S ENGINEER SHOULD PROVIDE SIGNED

AND SEALDED CANOPY FOUNDATION DRAWINGS.

12. THE CONTRACTOR OR OWNER SHALL SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCIES AS REQUIRED. IF THEY ELECT NOT TO OBTAIN A PERMIT, THESE PLANS SHALL BE CONSIDERED NULL AND

VOID.

13. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE, REMOVE AND RESET/RECONNECT ALL UTILITIES

AND MECHANICAL SYSTEMS AS NECESSARY.

14. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH THE WORK

PROPOSED IN THESE PLANS.

15. EXCEPT WHERE EXPLICITLY NOTED IN THESE DRAWINGS, MODIFICATION OF NEW/EXISTING STRUCTURAL MEMBERS (CUTTING, NOTCHING, BENDING, ETC.) IS NOT ALLOWED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER.

16. ALL WORK SHALL BE WITHIN FLORIDA BUILDING CODE TOLERANCES FOR PLUMB, LEVEL, AND TRUE.

17. THE ENGINEER IS NOT RESPONSIBLE FOR THIS PLAN UNLESS ALL SHEETS ARE SEALED BY THE ENGINEER AND WET

SIGNED OVER THE SEAL WITH BLUE INK.

18. ANY REVISION, CORRECTION, OR OTHER NOTATION INDICATED ON THESE PLANS THAT ARE NOT COMPUTER- GENERATED (I.E. PENCIL, INK, MARKER, ETC.) ARE INVALID, HAVE NOT BEEN APPROVED BY THE ENGINEER AND SHALL NOT BE CONSIDERED A LEGITIMATE REVISION OR ADDENDUM TO THE PLAN. ANY REVISIONS OR ADDENDUMS TO THIS

PLAN WILL ONLY BE VALID IF ONE OF THE FOLLOWING METHODS ARE UTILIZED.

a. THE AFFECTED PORTIONS OF THE SET WILL BE ADDRESSED BY WAY OF A LETTER AND/OR DETAIL ON AN 8-1/2" X 11" (OR 11" X 17") ADDENDUM SHEET FROM THE ENGINEER AND WILL CONTAIN THE ENGINEER'S SEAL AND

WET SIGNATURE.

b. THE AFFECTED SHEET(S) WILL BE RE-ISSUED IN THEIR ENTIRETY AND WILL CONTAIN THE ENGINEER'S SEAL

AND WET SIGNATURE.

c. THE DRAWING SET WILL BE RE-ISSUED IN ITS ENTIRETY AND WILL CONTAIN THE ENGINEER'S SEAL AND WET

SIGNATURE.

19. FBC REFERS TO FLORIDA BUILDING CODE 8TH EDITION (2023).

20. FOR WINDOWS AND DOORS DIMENTIONS, LOCATIONS AND ELEVATIONS, REFER TO ARCHITECTURAL DRAWINGS AND

ALLIANCE ENGINEERING CANOPY DRAWINGS.

21. FOR CANOPY STRUCTURE, REFER TO ALLIANCE ENGINEERING CANOPY DRAWINGS.

CONCRETE

1. PROVIDE CONCRETE MIX WITH A f'c = 4,000 PSI MIN. COMPRESIVE STRENGTH AT 28 DAYS.

2. CONCRETE SHALL BE A MIX DESIGNED IN ACCORDANCE WITH A.C.I. 301 (LATEST EDITION) TO ACHIEVE A 28-DAY COMPRESSIVE STRENGTH AND A MAXIMUM WATER-CEMENT RATIO OF 0.40 AND A SLUMP OF 4"+ 1".

3. TRANSPORTATION, PLACING, AND CURING OF CONCRETE SHALL COMPLY WITH A.C.I. 318 BUILDING CODE (LATEST

EDITION).

4. ALL CONCRETE STRUCTURAL COMPONENTS SHALL HAVE CONCRETE STRENGTH TESTED IN ACCORDANCE WITH A.S.T.M. STANDARDS, FLORIDA BUILDING CODE 2023 AND ACI 318 (LATEST EDITION). TESTING LAB SHALL PROVIDE COPIES OF CONCRETE TESTS RESULTS TO ENGINEERS OFFICE FOR REVIEW. TAKE FOUR CONCRETE TEST CYLINDERS FOR EVERY 50 CU YARDS OR LESS OF EACH CLASS OF CONCRETE PLACED. TEST TO BE DONE AT THE CONCRETE AGE

OF: 7 DAYS, 14 DAYS AND 28 DAYS.

5. CONCRETE MIX DESIGN SHALL BE SUBMITTED TO ENGINEER'S OFFICE FOR REVIEW.

6. ALL REBAR COVER SHALL BE AS FOLLOWING SPECIFICATIONS (UNLESS OTHERWISE STATED ON PLANS):

A. PEDESTALS: GENERAL REBAR COVER TO BE 2" MINIMUM.

B. ISOLATED FOOTERS: ALL SIDES REBAR COVER TO BE 3" MINIMUM.

SAFETY OSHA AND LABOR LAWS

THE STRUCTURAL ENGINEER OF RECORD DOES NOT POSSES, NOR PRESUMES TO ANY KNOWLEDGE OR EXPERTISE IN MATTERS TO JOB SITE EMPLOYEE SAFETY, OSHA OR LABOR LAW REQUIREMENTS FOR A CONSTRUCTION PROJECT. SAFETY AND COMPLIANCE WITH OSHA AND LABOR LAWS ARE THE ABSOLUTE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THOSE CONSULTANTS HE HIRES TO ADDRESS THESE MATTERS. THE STRUCTURAL ENGINEER OF RECORD SPECIALIZES IN STRUCTURAL DESIGN ONLY, AND THE BOARD OF PROFESSIONAL REGULATION FORBIDS HIM FROM ASSUMING

RESPONSIBILITY OUTSIDE HIS AREA OF EXPERTISE.

APPLICABLE CODES:

ALTHOUGH THE ENGINEER OF RECORD HAS STRIVED TO MEET ALL APPLICABLE CODES AND LOCAL ORDINANCE REQUIREMENTS, THE CONTRACTOR IS STILL RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND ORDINANCES OF THE EVENT OF CONFLICT OR OVERSIGHT IN THE DRAWINGS, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER OF ANY CONFLICT OR DISCREPANCY ENCOUNTERED SO THAT APPROPRIATE REMEDIES MAY BE

UNDERTAKEN.

THE FOLLOWING CODES WERE CONSIDERED IN THE DESIGN:

• FLORIDA BUILDING CODE 2023, 8TH EDITION

• ACI 318-19 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE

• ASCE 7-22 MINIMUM DESIGN LOAD MANUAL

DESIGN CRITERIA

THE STRUCTURAL COMPONENTS FOR THIS PROJECT HAVE BEEN DESIGNED IN COMPLIANCE WITH THE FLORIDA BUILDING

CODE (FBC) 2023.

THE FOLLOWING LOADS HAVE BEEN USED FOR FOUNDATION DESIGN:

PEDESTALS & FOOTINGS:

REFER TO CANOPY DRAWINGS & CALCULATIONS DOCUMENT BY ALLIANCE ENGINEERING, DATED APRIL 05, 2025.

WIND LOADS:

IN ACCORDANCE WITH ASCE 7-22 WITH 3-SECOND SUSTAINED WIND GUSTS.

WIND VELOCITY = 150 MPH

EXPOSURE = C

RISK CATEGORY = II

GCpi +/- = 0.00

OPEN BUILDING

NOTES:

• TORNADO VALUES ARE NOT APPLICABLE TO BUILDINGS OF RISK CATEGORY II AS PER SECTION 32.5 OF ASCE 7-22.

• FOR CANOPY LOADS, REFER TO STRUCTURAL CALCULATIONS DOCUMENT PREPARED BY ALLIANCE ENGINEERING

DATED APRIL 05, 2025.

REINFORCING STEEL

1. REINFORCING BARS CONFORMING TO A.S.T.M. A615 GRADE 60.

2. FABRICATION AND DETAILING ACCORDING TO A.C.I-315.

3. ALL ACCESSORIES SHALL HAVE UPTURNED LEGS, AND BE PLASTIC DIPPED AFTER FABRICATION; SHALL BE DEFORMED BARS, FREE FROM LOOSE RUST AND SCALE, AND CONFORMING TO A.S.T.M. A615 GRADE 60. ACCESSORIES FOR

REINFORCING SHALL BE INSTALLED IN ACCORDANCE WITH A.C.I. 315 CURRENT EDITION.

4. ALL PLACEMENT OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE OF

THE CONCRETE REINFORCING STEEL INSTITUTE.

5. BAR DEVELOPMENT AND LAP SPLICE LENGTH CONTRACTOR MAY LAP SPLICE STEEL REINFORCING BARS AT

LOCATIONS OF HIS CHOOSING EXCEPT FOR THE FOLLOWING:

a. LONGITUDINAL CONCRETE SLAB TOP BARS SHALL BE SPLICED AT MID SPAN.

b. LONGITUDINAL CONCRETE SLAB BOTTOM BARS SHALL BE SPLICED AT SUPPORT(S).

ALL STEEL REINFORCING LAP SPLICES, UNLESS INDICATED OTHERWISE, SHALL SATISFY THE FOLLOWING:

ALL STEEL REINFORCING BAR DEVELOPMENT LENGTHS, UNLESS INDICATED. OTHERWISE, SHALL SATISFY THE FOLLOWING:

*TOP BAR IS DEFINED AS ANY HORIZONTAL BAR PLACED SUCH MORE THAN 12 INCHES OF CONCRETE IS PLACED BELOW THE BAR IN ANY SINGLE CONCRETE PLACEMENT. CONCRETE WALL HORIZONTAL STEEL

REINFORCING BARS ARE CONSIDERED TOP BARS.

SOIL STATEMENT

SOIL PREPARATION AND SUBGRADE COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER OF RECORD, PACIFICA. ALL SITE GRADING, FILL PLACEMENT AND SOIL IMPROVEMENTS SHALL CONFORM TO THE GEOTECHNICAL REPORT AND ANY SUBSEQUENT ADDENDA OR FIELD DIRECTIVES ISSUED BY PACIFICA.

THE GEOTECHNICAL REPORT PREPARED BY PACIFICA, DATED FEBRUARY 10, 2025, INDICATES THAT A DESIGN BEARING PRESSURE OF 2,500 PSF MAY BE UTILIZED FOR THE DESIGN OF SHALLOW BEARING ELEMENTS, PROVIDED THAT SOIL PREPARATION AND CONSTRUCTION ARE PERFORMED IN ACCORDANCE WITH THE REPORT RECOMMENDATIONS.

LAP SPLICE SCHEDULE

BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11

TOP BAR* 2'-2" 2'-10" 3'-6" 4'-3" 6'-0" 6'-9" 7'-8" 8'-6" 9'-4"

OTHER 1'-8" 2'-2" 2'-8" 3'-3" 4'-8" 5'-2" 5'-10" 6'-6" 7'-2"

DEVELOPMENT LENGTH SCHEDULE

BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11

TOP BAR* 1'-6" 2'-2" 2'-8" 3'-3" 4'-8" 5'-2" 5'-10" 6'-6" 7'-2"

OTHER 1'-3" 1'-8" 2'-1" 2'-6" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6"

SITE

SEMINOLE TRIBE OF FLORIDA

PUBLIC WORKS DEPARTMENT

CONTACT TWO (2) BUSINESS DAYS BEFORE DIGGING

HTTP://TED.SEMTRIBE.COM/FORMS-LIBRARY

DIGPUBLICWORKS@SEMTRIBE.COM

(954) 894-1060 - EXT. 10910

PROJ

DATE

SHEET

DWG N/A

1 2 3 4 5 6

A

B

C

D

C O

M M

U N

IT

Y

PL

AN

N

IN

G

D

EV

EL

O

PM

EN

T

SE

M

IN

O

LE

T R

IB

E

O F

FL

O

R

ID

A

G

R

IF

FI

N

R D

D

AV

IE

, F L

PH

(9

) 9

-6

Know what's Call before you dig.

below.

D

RR

EV

IS

IO

N

C H

K

BY

AP

VD

EN

G

R

SE

AL

D

AT

E N

O

JM

P

R M

JM

P

JM

P

12802 Tampa Oaks Boulevard, Suite 110 Tampa, Florida 33637 | FL CA 27801

P: (813) 355-0096 | www.GM2inc.com

THE FUTURE OF ENGINEERING COLLABORATION

N N ob H ill R oa d, S ui te

Su nr is e, F lo rid a

.4

.6

C

L

B7

En gi ne er s P la nn er s

S ur ve yo rs H

S Q

G R

O U

P , L

LC

BID SET

G

EN

ER

AL

N O

TE

S

42590.00

07/25/2025

S-1.0

B

IG

C Y

P R

E S

S R

E -P

U M

P S

T A

T

IO

N

SEMINOLE TRIBE OF FLORIDA RE-PUMP STATION - CANOPY FOUNDATION

32051 W BOUNDARY RD, CLEWISTON, FL 33440

N.T.S.1 LOCATION

#14 AND #18 10db

#9 TO #11 8db180-DEGREE

HOOK

#3 TO #8 6db

GREATER OF

4db AND 2.5

IN

#14 AND #18 10db

#9 TO #11 8db90-DEGREE

HOOK

#3 TO #8 6db

12db

TYPE OF

STANDARD

HOOK

BAR SIZE

MIN. INSIDE

BEND DIA.

(IN)

STRAIGHT

EXTENSION

(IN) - Lext

TYPE F STANDARD HOOK

STANDARD HOOK GEOMETRY FOR DEVELOPMENT OF DEFORMED BARS IN TENSION

#6 TO #8 6db

180-DEGREE

HOOK

#3 TO #5 4db GREATER OF 4db AND 2.5

IN

#6 TO #8 6db

135-DEGREE

HOOK

#3 TO #5 4db GREATER OF 6db AND 3 IN

#6 TO #8 6db 12 db

90-DEGREE

HOOK

#3 TO #5 4db GREATER OF 6db AND 3 IN

TYPE OF

STANDARD

HOOK

BAR SIZE

MIN. INSIDE

BEND DIA.

(IN)

STRAIGHT

EXTENSION

(IN) - Lext

TYPE F STANDARD HOOK

MIN. INSIDE BEND DIAMETER AND STANDARD HOOK GEOMETRY FOR STIRRUPS, TIES AND

HOOPS

EXIST. 5' HIGH

CHAIN-LINK FENCE

EXIST. CANOPY & ALL

SUPPORT POLES TO

BE REMOVED

EXIST. CONTAINER TO

BE REMOVED

EXIST. CURB

EXIST.

METER

EXIST. VALVE PIT

EXIST. VALVE PIT

EXIST. CANOPY & ALL

SUPPORT POLES TO

BE REMOVED

EXIST. CONTAINER TO

BE REMOVED

EXIST.

BUILDING

EXIST. ASPHALT

EXIST. ASPHALT

EXIST. STORMWATER

RETENTION AREA

EXIST. STORMWATER

RETENTION AREA

NEW COLD-FORMED STEEL

CANOPY STRUCTURE. REFER TO

ALLIANCE ENGINEERING CANOPY

DRAWINGS

NEW CONCRETE

FOOTINGS WITH PEDESTAL

ASPHALT FLOOR.

REFER TO CIVIL PLANS

NEW CONCRETE

FOOTINGS WITH PEDESTAL

NEW COLD-FORMED STEEL

CANOPY STRUCTURE. REFER TO

ALLIANCE ENGINEERING CANOPY

DRAWINGS

30' - 0"

30' - 0"

ASPHALT AS PER CIVIL PLANS

HATCH LEGEND

NEW CONCRETE FOUNDATION

CANOPY STRUCTURE AREA

SEMINOLE TRIBE OF FLORIDA

PUBLIC WORKS DEPARTMENT

CONTACT TWO (2) BUSINESS DAYS BEFORE DIGGING

HTTP://TED.SEMTRIBE.COM/FORMS-LIBRARY

DIGPUBLICWORKS@SEMTRIBE.COM

(954) 894-1060 - EXT. 10910

PROJ

DATE

SHEET

DWG N/A

1 2 3 4 5 6

A

B

C

D

C O

M M

U N

IT

Y

PL

AN

N

IN

G

D

EV

EL

O

PM

EN

T

SE

M

IN

O

LE

T R

IB

E

O F

FL

O

R

ID

A

G

R

IF

FI

N

R D

D

AV

IE

, F L

PH

(9

) 9

-6

Know what's Call before you dig.

below.

D

RR

EV

IS

IO

N

C H

K

BY

AP

VD

EN

G

R

SE

AL

D

AT

E N

O

JM

P

R M

JM

P

JM

P

12802 Tampa Oaks Boulevard, Suite 110 Tampa, Florida 33637 | FL CA 27801

P: (813) 355-0096 | www.GM2inc.com

THE FUTURE OF ENGINEERING COLLABORATION

N N ob H ill R oa d, S ui te

Su nr is e, F lo rid a

.4

.6

C

En gi ne er s P la nn er s

S ur ve yo rs H

S Q

G R

O U

P , L

LC

BID SET

SI

TE

P

LA

N

42590.00

07/25/2025

S-1.1

B

IG

C Y

P R

E S

S R

E -P

U M

P S

T A

T

IO

N

1" = 10'-0"1 SITE PLAN N

KEY NOTE:

BOTH NORTH AND SOUTH CANOPIES STRUCTURES ARE

IDENTICAL AND SHARE THE SAME DESIGN.

A

A

B

B

C

C

1 1

2 2

ASPHALT FLOOR.

REFER TO CIVIL

DRAWINGS

S-2.0

FT-1FT-1

FT-1FT-1

6 "

REFER TO ALLIANCE

ENGINEERING CANOPY

DRAWINGS. CONTRACTOR TO

MATCH CENTER OF COLUMNS

WITH CENTER OF PEDESTALS

CANOPY COLUMNS.

REFER TO ALLIANCE

ENGINEERING CANOPY

DRAWINGS

15' - 0" 15' - 0"

30' - 0"

FT-1

FT-1

5' - 0" 5'

0"

ASPHALT FLOOR AS PER CIVIL DRAWINGS

HATCH LEGEND

NEW CONCRETE FOUNDATION

2'

0" 1'

4"

5' - 0"

18 "

CANOPY COLUMNS.

REFER TO ALLIANCE

ENGINEERING CANOPY

DRAWINGS

CONC. FOOTING FT-1

W/ #5 @ 8" O.C. EACH

WAY, TOP & BOTTOM

ASPHALT FLOOR.

REFER TO CIVIL

PLANS

18"x18" CONC.

PEDESTAL

18 "

18"x18" CONC.

PEDESTAL W/ (12) #5

VERT. & STIRRUPS #3

@ 8" O.C. AS SHOWN

T.O.F.F.

0' - 0"

A B C

T.O. FOUNDATION

-2' - 0"

CANOPY COLUMNS.

REFER TO ALLIANCE

ENGINEERING CANOPY

DRAWINGS

CONC. FOOTING FT-1

W/ #5 @ 8" O.C. EACH

WAY, TOP & BOTTOM

ASPHALT FLOOR.

REFER TO CIVIL

PLANS

18"x18" CONC.

PEDESTAL

CANOPY COLUMNS.

REFER TO ALLIANCE

ENGINEERING CANOPY

DRAWINGS

CANOPY COLUMNS.

REFER TO ALLIANCE

ENGINEERING CANOPY

DRAWINGS

CONC. FOOTING FT-1

W/ #5 @ 8" O.C. EACH

WAY, TOP & BOTTOM

18"x18" CONC.

PEDESTAL CONC. FOOTING FT-1

W/ #5 @ 8" O.C. EACH

WAY, TOP & BOTTOM

18"x18" CONC.

PEDESTAL

ASPHALT FLOOR.

REFER TO CIVIL

PLANS

30' - 0"

5' - 0"

15' - 0"15' - 0"

5' - 0"5' - 0"

1'

4"

1'

4"

1'

4"

18 " 18 " 18 "

ASPHALT FLOOR.

REFER TO CIVIL

PLANS

ASPHALT FLOOR.

REFER TO CIVIL

PLANS

T.O.F.F.

0' - 0"

1 2

T.O. FOUNDATION

-2' - 0"

CANOPY COLUMNS.

REFER TO ALLIANCE

ENGINEERING CANOPY

DRAWINGS

ASPHALT FLOOR.

REFER TO CIVIL

PLANS

CONC. FOOTING FT-1

W/ #5 @ 8" O.C. EACH

WAY, TOP & BOTTOM

18"x18" CONC.

PEDESTAL

18"x18" CONC.

PEDESTAL

25' - 0"

5' - 0"

1'

4"

1'

4"

5' - 0"

CANOPY COLUMNS.

REFER TO ALLIANCE

ENGINEERING CANOPY

DRAWINGS18 " 18 "

CONC. FOOTING FT-1

W/ #5 @ 8" O.C. EACH

WAY, TOP & BOTTOM

SEMINOLE TRIBE OF FLORIDA

PUBLIC WORKS DEPARTMENT

CONTACT TWO (2) BUSINESS DAYS BEFORE DIGGING

HTTP://TED.SEMTRIBE.COM/FORMS-LIBRARY

DIGPUBLICWORKS@SEMTRIBE.COM

(954) 894-1060 - EXT. 10910

PROJ

DATE

SHEET

DWG N/A

1 2 3 4 5 6

A

B

C

D

C O

M M

U N

IT

Y

PL

AN

N

IN

G

D

EV

EL

O

PM

EN

T

SE

M

IN

O

LE

T R

IB

E

O F

FL

O

R

ID

A

G

R

IF

FI

N

R D

D

AV

IE

, F L

PH

(9

) 9

-6

Know what's Call before you dig.

below.

D

RR

EV

IS

IO

N

C H

K

BY

AP

VD

EN

G

R

SE

AL

D

AT

E N

O

JM

P

R M

JM

P

JM

P

12802 Tampa Oaks Boulevard, Suite 110 Tampa, Florida 33637 | FL CA 27801

P: (813) 355-0096 | www.GM2inc.com

THE FUTURE OF ENGINEERING COLLABORATION

N N ob H ill R oa d, S ui te

Su nr is e, F lo rid a

.4

.6

C

En gi ne er s P la nn er s

S ur ve yo rs H

S Q

G R

O U

P , L

LC

BID SET

FO

U

N D

AT

IO

N P

LA

N

AN

D

D

ET

AI

LS

42590.00

07/25/2025

S-2.0

B

IG

C Y

P R

E S

S R

E -P

U M

P S

T A

T

IO

N

FBC 2023, 8TH EDITION

OPEN BUILDING

GCpi +/- = 0.00

RISK CATEGORY = II

EXPOSURE CATEGORY = c

W…