MECHANICAL, PLUMBING ENGINEER

BAL ENGINEERING, INC.

154A Whitaker Road Lutz, Florida 33549

(t) 813.333.2103 Web: www.BALEngineering.com Email: bryant_lyle@BALEngineering.com

ELECTRICAL ENGINEER

MPS ENGINEERING, INC.

240 Pine Avenue North Oldsmar, Florida 34677

(t) 813.855.2721 Web: www.MPSENG.com Email: edwolanin@MPSENG.com

CIVIL ENGINEER

HAMILTON ENGINEERING & SURVEYING, LLC.

3409 W. Lemon Street, Tampa, Florida 33609

(t) 813.601.1849 Web: www.hamiltonengineering.us Email: lucasc@hamiltonengineering.us

LOCATION OF WORK

B. ALTERNATE BID ITEM NO. 2: UPGRADE HIGH BAY MAINTENANCE BUILDING

LIGHTING TO LED.

C. ALTERNATE BID ITEM NO. 3: REFINISH AND REPAINT COMPLETE EXTERIOR

HIGH BAY MAINTENANCE SHELTER WITH HIGH PERFORMANCE PAINTED FINISH. REPA Project No.:

DATE:

PALMETTO ESP RENOVATION

1107 14TH AVE W, PALMETTO, FL 34221

1910.09

MARCH 30, 2026

DMA CFMO # 224004

100% CONSTRUCTION DOCUMENTS

WEB: WWW.REPARCH.COM / EMAIL: RHEADLAND@REPARCH.COM / CELL: (727) 212-8730

LIC. AA C001447 1609 Dr. Martin Luther King Jr. Street North • St. Petersburg, Florida • 33704-4203 • (727-821-2986)

CITY OF PALMETTO

Application # TBD Permit # TBD

601 17TH STYREET WEST, PALMETTO, FL, 34221

PHONE: (941) 721-2166

STATE FIRE MARSHALL

Application #: TBD SFM Permit #: TBD

INSPECTOR / SOUTH-WEST REGION

MR. CODY KELLY

EMAIL : Cody.Kelly@myfloridacfo.com

PHONE : (850) 413 - 3740

PERMIT REVIEW AGENCIES

STATEMENT OF COMPLIANCE:

TO THE BEST OF MY

KNOWLEDGE, THESE DRAWINGS

AND THE PROJECT MANUAL ARE

COMPLETE AND COMPLY WITH

THE FLORIDA BUILDING CODE.

FLORIDA BUILDING CODE (FBC)

8TH EDITION (2023)

FLORIDA FIRE PREVENTION

CODE 8TH EDITION (2023)

LOCATION MAP N

ALTERNATE BID ITEMS ABI WORK LIST

HIGH BAY MAINTENANCES SHELTER BUILDING

INDEX OF DRAWINGS

- COVER

II ARCHITECTURAL

GA1.1 GENERAL ARCHITECTURAL

SA1.2 ARCHITECTURAL SITE PLAN

DSA1.2 EXISTING / DEMO SITE PLAN

DA1.4 EXISTING / DEMO HIGH BAY MAINTENANCE

SHELTER PLAN & ELEV

A1.4 HIGH BAY MAINTENANCE SHELTER PLAN &

ELEV

VI ELECTRICAL

E0.1 SYMBOLS LIST, DETAILS & NOTES

E3.3 MAINTENANCE BAY DEMO & PROPOSESD

LIGHTING PLAN

1 06-17-26 ADDENDUM 02

A1.1

TYP

A1.1

1 Ref

R ef

1 Ref

R ef

Name Elevation

A1.1

TYP

1i

S#

N

1 DRAWING TITLE

1/8" = 1'-0"A1.1

A1.1

TYP

DRAWING TITLE

VIEW SCALE

SECTION NUMBER

LOCATION SHEET

DETAIL NUMBER

LOCATION SHEET

DETAIL NUMBER

LOCATION SHEET

ELEVATION NUMBER

LOCATION SHEET

ELEVATION MARKDOOR TAG

SPECIFIC NOTE

PARTITION TYPE

STOREFRONT TYPE

1t WINDOW / LOUVER TYPE

?00

PROJECT DESCRIPTION: RENOVATION OF THE EXISTING

HIGH BAY MAINTENANCES SHELTER BUILDING

EXISTING FLOOR PLAN GSF: 900 GSF

NO NEW ADDITIONAL AREAS

TOTAL GROSS SQUARE FEET: 900 GSF

OCCUPANCY CLASSIFICATION / CONSTRUCTION TYPE:

CLASSIFICATION OF WORK: EXISTING BUILDING -

ALTERATION LEVEL 1

OCCUPANCY CLASSIFICATION: S-1 MODERATE - HAZARD STORAGE

CONSTRUCTION TYPE: TYPE IIB (UNPROTECTED)

(NON - SPRINKLERED)

PROJECT HEIGHT: EXISTING- 18' HIGH +/-

NUMBER OF STORIES: 1 STORY

• ARCHITECTURAL: ALL EXTERIOR BOLLARDS - REFINISH AND REPAINT WITH TRAFFIC YELLOW EPOXY.

SHEET NO.:

PROJECT NO.:

DATE:

SHEET TITLE:

DRAWN BY:

REVISIONS:

6/

/2

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GA1.1

GENERAL

ARCHITECTURAL

1910.09

MARCH 30, 2026

PA

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O

ARCHITECTURAL ABBREVIATIONS DRAWING LEGEND

AB ANCHOR BOLT

ACOUST ACOUSTICAL

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

AP ACCESS PANEL

APC ACOUSTIC PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AT ACOUSTICAL TILE

BD BOARD

BFE BASE FLOOD ELEVATION

BLDG BUILDING

BM BEAM

BOT BOTTOM

BUR BUILT-UP ROOFING

C.F.C.I. CONTRACTOR FURNISHED

AND CONTRACTOR

INSTALLED

CAB CABINET

CG CORNER GUARD

CI CAST IRON

CJ CONTROL JOINT

CL CLEAR

CLO CLOSET

CMU CONCRETE MASONRY UNIT

CNT COUNTER

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DWG DRAWING

EB EXPANSION BOLT

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATION

EP ELECTRICAL PANEL

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EX EXISTING

EXP EXPOSED

EXT EXTERIOR

FC FURRING CHANNEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FHC FIRE HOSE CABINET

FIN FINISH

FL FLOOR

FR FIRE RATED

GA GUAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED

CEMENT

GFRG GLASS FIBER REINFORCED

GYPSUM

GL GLASS

GR GRADE

GWB GYPSUM WALLBOARD

GYP GYPSUM

HB HOSE BIB

HT HEIGHT

HVAC HEATING, VENTILATING, & AIR

CONDITIONING

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

DIMENSION NOTES

1 ALL DOOR FRAME OPENINGS IN MASONRY SHALL BE 3'-4" MO UNO

2 ALL DIMENSION STRINGS SHALL BE TO FACE OF WALL STRUCTURE

(IE CMU, MTL STUD FRAMING)

3 DIMENSION STRINGS NOTED AS CLEAR SHALL BE TO FACE OF

FINISHED WALL OR PARTITION (IE FACE OF GWB, PLASTER, OR TILE)

4 DOOR JAMB RETURNS IN MASONRY WALLS TO HINGE SIDE SHALL BE

8" NOM UNO

5 DOOR JAMB RETURNS IN MTL FRAMING WALLS TO HINGE SIDE

SHALL BE 4" NOM UNO

JT JOINT

KIT KITCHEN

KW KILOWATT

L LENGTH

LAM LAMINATE

LAV LAVATORY

LF LINEAR FEET

LKR LOCKER

LL LEAD LINED

MCJ MASONRY CONTROL JOINT

MFD MANUFACTURED

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MORROR

MISC MISCELLANEOUS

MLDG MOLDING

MO MASONRY OPENING

MR MOISTURE RESISTANT

MRGWB MOISTURE-RESISTANT

GYPSUM WALL BOARD

MT METAL THRESHOLD

MTD MOUNTED

MTL METAL

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PLWD PLYWOOD

PNT PAINT

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RADIUS

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REC RECEPTACLE

REF REFRIGERATOR

REG REGLET

REINF REINFORCED

REQD REQUIRED

RM ROOM

RO ROUGH OPENING

SCHD SCHEDULE

SCRN SCREEN

SEC SECTION

SH SHELF

SHT SHEET

SIM SIMILAR

SP SPACE

SPECS SPECIFICATIONS

SS STAINLESS STEEL

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

TB TOGGLE BOLT

TC TOILET COMPARTMENT

TEL TELEPHONE

TEMP TEMPERATURE

TPD TOILET PAPER DISPENSER

TYP TYPICAL

UC UNDERCOUNTER

UTIL UTILITY

VB VINYL BASE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VWC VINYL WALLCOVERING

W WIDTH

W/ WITH

WC WATER CLOSET

WD WOOD

WP WEATHER PROOF

WWF WELDED WIRE FABRIC

NOTE: REFER TO ABI WORK LIST ON COVER SHEET FOR COMPLETE

ALTERNATE BID ITEMS SCOPE OF WORK.

APPLICABLE CODES

2023 FLORIDA BUILDING CODE - BUILDING

2023 FLORIDA BUILDING CODE - EXISTING BUILDING

2023 FLORIDA BUILDING CODE - MECHANICAL

2023 FLORIDA BUILDING CODE - PLUMBING

2023 FLORIDA BUILDING CODE - FUEL GAS

2023 FLORIDA BUILDING CODE - TEST PROTOCOLS

2023 FLORIDA BUILDING CODE - ENERGY

2023 FLORIDA BUILDING CODE - ACCESSIBILITY

2020 NFPA 70 NATIONAL ELECTRICAL CODE

2023 FLORIDA FIRE PREVENTION CODE, 8th EDITION

BUILDING CODE SUMMARY

GENERAL PROJECT NOTES

A ISOLATE ALL DISSIMILAR MATERIALS, TYP.

B SEALERS TO BE COMPATIBLE WHERE IN CONTACT W/ ONE ANOTHER AND OTHER

MATERIALS.

C CONTRACTOR SHALL HAVE PORTABLE FIRE EXTINGUISHER ON SITE AND AVAILABLE AT

ALL TIMES.

D CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO PERFORM THEIR PROJECT.

E DO NOT SCALE DRAWINGS, IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR SHALL

BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT PRIOR TO

CONTINUATION OF WORK.

F USER GROUP TO RELOCATE ALL NON-FIXED EQUIPMENT PRIOR TO CONTRACTORS

NOTICE TO PROCEED.

G CONTRACTOR TO BE RESPONSIBLE FOR RELOCATION/ STORAGE/ RE-INSTALLATION OF

ALL FIXED EQUIPMENT. CONSULT WITH OWNER REGARDING AVAILABILITY OF ON-SITE

STORAGE.

H CONTRACTOR TO PROVIDE DETAILED SPECIFIC WORK PLAN WITH COMPLETE

DURATION PRIOR TO STARTING ANY WORK. PRIOR TO CONTRACTORS NTP.

I ALL NEW MECHANICAL UNITS TO BE PROVIDED WITH REQUIRED REFRIDGERANT FOR

FULL EFFECTIVE OPERATION.

J ANY UTILITY OUTAGE THAT EXCEEEDS 2 HOURS, CONTRACTOR IS TO PROVIDE FULL

PROVISION TO MAINTAIN OPERATIONS AT ALL TIMES.

K ALL EXISTING CONDITIONS ARE TO BE REVIEWED BY THE CONTRACTOR AND

ACCOUNTED WITH REGARD TO THE CONTRACT SCOPE OF WORK.

L ARMORY IS TO BE OCCUPIED THROUGHOUT THE CONSTRUCTION PERIOD, FULL

COORIDNATION WITH THE UNIT IS REQUIREMNED FOR THE COMPLETE DURATION OF

THE WORK.

M COORDINATE FOR TEMPORARY SHOWER FACILITIES / LATRINES DURING DRILL WEEK.

COORDIATE WITH CFMO PM & UNIT.

1 06-17-26 ADDENDUM 02

SCOPE OF WORK - BASE BID

x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

S

S

SSS

WV

WV

WV

WV

H Y D

WV

x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxx

UC

U-

O N E

S T O R Y

B

LO

C K

C H U R C H

ONE STORY

BLOCK AND WOOD

BUILDING

ONE STORY

BLOCK

BUILDING

LOT 1LOT 2LOT 3LOT 4LOT 5

LOT 6

LOT 7LOT 8LOT 1LOT 2LOT 3

LOT 12 LOT 13

LOT 14

LOT 9 LOT 10

LOT 11 LOT 12

LOT 15

LOT 16

LOT 1

LOT 2

LOT 3

LOT 4

LOT 5 LOT 6

LOT 7

(NOT INCLUDED)

LOT 4 LOT 3 LOT 2 LOT 1

LOT 11 LOT 12 LOT 13 LOT 14

14"OAK

28"OAK

48"OAK

48"OAK

4-24"OAKS

2-14"OAKS

1-20"OAK

1-15"OAK

48"OAK

12"OAK

10"OAK

20"OAK

26"OAK

18"OAK

30"OAK

60"OAK

48"TWIN OAK

4-14"OAKS

1-12"OAK

2-18"OAKS

2-20"OAKS

48"OAK

30"OAK

52"OAK

30"OAK

48"OAK

48"OAK 24"OAK 14"OAK

38"TWIN OAK

CLUSTER OF OAKS

CLUSTER OF

TREES

8"PALM

24"OAK

18"OAK

30"OAK

8"PALM

10"PALM

8"PALM

8"PALM

E E E E E E E E E E E E E E E E E E E E E E E E E E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E X11.5'

X11 .4'

X11.3'

X11 .1'

X10 .2'

X1 0.

9'

X10.9'

X1 1.

4'

X10 .7'

X11 .4'X12

.2'

X11 .2'X1

1.2

X10 .3'

X10 .6'

X9.7

X10 .5'

X11 .2'

X10 .9'

X12.6'

X10.8'

X10.9'

X10 .5'

X1 1.3

X11.5'

X1 1.4

X10 .2'

X12.2'

X10 .4'

X12 .5' X10

.66

X .5

X10 .6'

X11 .0'

X11.2'

X10 .8' X10

.5' X12

.0' X12

.0'

X12 .1'

X11 .2'

X12.4'

X12 .4'

X11 .6'

X11 .5'

X11 .7'

X11 .7'

X 11.5

X11.6'

X11.4'

X11 .4'

X11.3'

X11 .2'

X11 .3'

X11 .5'

X12.

1'

X12 .2'

X11.9' X11.7'

X .8

X11.7'

X12.0

X11.7'

X11.9'

X12.0'

X12 .2'

X12 .8'

X12 .2'

X11 .4'

X11 .2'

X11 .1'

X12 .3'

X12 .6'

X1 2.

8'X1

1.

3' X

.4

X12 .4' X1

2.

4'

X12 .7'

X12 .3'

X1 2.

6'

X1 2.

5'

X1 2.

1'

X12 .1'

X1 1.4

'X1 1.6

X1 1.9

X1 1.6

X1 1.7

X1 1.8

X1 1.7

X1 1.7

X11

.8'

X1 1.4

X1 1.6

X1 0.9

X1 1.0

X .5

X1 1.7

X1 1.1

X1 1.7

X1 1.4

X1 1.3

X1 1.5

X1 1.7

X1 1.5

X1 1.9

X1 1.6

X .5

X1 1.6

'X .5 ' X11.4' X1

1.4

X1 1.6

X1 1.3

X1 1.9

X1 1.4

X1 1.8

X1 2.0

X1 1.8

X1 2.5

X1 2.3

' X1 2.3

X1 2.6

X12.5'

X .4

X1 2.6

X11.5'

X1 2.3

X1 1.8

X .6

X1 2.8

X1 2.5

X1 1.8

X1 2.2

X .3

X1 2.6

'X .8

X .0

X1 1.4

X1 1.6

X1 1.5

X11

.9'

X1 2.0

X1 2.2

X1 2.3

X12.8'

X1 2.

0'

X1 1.8

X1 1.0

X1 0.9

X11.2'

X1 1.3

X11.2'

X1 1.2

X11.4'

X11 .3'

X10 .2'

X10.3'

X10 .2'

X1 0.

3'

X10 .2'

X10 .4'

X .5

X10 .6'

X10 .4'X1

0.

6'

X11 .0'X12

.1'

X10 .7' X

.1 ' X11

.8'

X11 .4'

X11 .4'

X12 .0'

X12 .2'

X12 .0'X11

.6' X10

.7' X10

.4' X10

.4'

X9 .0'X10

.5' X10

.4'

X9 .1'

X9 .5'

X9 .7'

X10 .6'

X11 .3'X11

.2'X11 .2'

X11 .1'

X11 .0'

X10 .6'

X10 .2'

X10 .7'

X11 .1' X9

.8'

X10 .5'

X10 .4'

X10 .8'

X10 .4'

X10 .5'

X10 .7'

X11 .7'

X11 .8'

X12 .8'

X11 .8'

X11 .1'

X1 1.5

X1 1.4

X1 2.

0'

X11.3'

X1 1.3

X1 1.1

X1 0.8

X1 1.8

X1 1.6

X1 0.6

X1 2.1

X1 2.5

X1 2.4

X1 1.0

X1 1.3

X1 1.3

X1 1.7

X1 1.1

X1 1.0

X1 0.

8'

X1 0.

6'

X1 0.

6'

X1 0.

9'

X .0

X1 1.0

X1 1.6

WM

FIELD BOOK , PAGE (SEE FILE)

DATE OF FIELD SURVEY: 04/29/06

REVISED: 12/21/06, ADDED MORE TOPO AND LOCATION

16' ALLEY (VACATED)

SPEAR AVENUE 50' WIDE (VACATED)

LE

E

S T R E E T

W

ID

E

(V A C A T E D

(20' WIDE PAVEMENT) (50' R/W)

(2 W

ID

E

P A V E M E N T (4 R W P

POINT OF COMMENCEMENT

SE CORNER OF NE 1/4 OF

SECTION 15-34-17, MANATEE

COUNTY, FLORIDA.

N O R T H

.9 1' (D

WEST 33.00'(D)

WEST 473.00'(D)

S O U T H

.7 (D )N

O R T H

.7 (D

EAST(ASSUMED) 473.00'+/-(D) 473.07'(M)

POINT OF BEGINNING

33' WEST & 175.91'

NORTH OF SE

CORNER OF NE 1/4

OF SECTION

15-34-17

S. BOUNDARY LINE OF

LOT 1, BLOCK 8, ALSO

BEING THE NORTH

BOUNDARY LINE OF A

PLATTED ALLEY

SOUTH BOUNDARY LINE OF

LOT 1, BLOCK 7

S. RIGHT OF WAY LINE OF

12th STREET

S 89°59'53" W 473.09'(M)

N

'2 W

.6 M

S

'2 E

.6 '(M

N

'0 W

.9 M

CONC. PIPE

END SECTION

24.3'

.2

150.3'

150.3'

.2

.3

CONC.

PAD

CONC.

PAD

C O N C R E T E

ASPHALT ROAD

ASPHALT DRIVEWAY

C O N C R E T E

S

ID

E W A

LK

12" HDP PIPE

INV.=9.14'

PAD

CONC.

SHED

18'

7.

6'

C O N C R E T E

S

ID

E W A

LK

12" RCP PIPE

END SECTION

CONC. PIPE

INV.=10.0'

6' CHAINLINK FENCE

6' CHAINLINK FENCE

C H A

IN

LI

N K

F E N C E

ONE STORY

CHP BUILDING

FINISHED FLOOR

ELEVATION = 12.92'

ELEVATION = 11.95'

FINISHED FLOOR

METAL BUILDING

ONE STORY

BENCHMARK

SET NAIL & DISC IN PAVEMENT

TOP OF NAIL

ELEVATION = 12.05'

BENCHMARK

SET NAIL & DISC IN PAVEMENT

TOP OF NAIL

ELEVATION = 12.42'

.0

.9

80.1'

80.1'

.2

.0

130.2'

130.1'

WM

PROPANE

TANK

MW

MW

C H A

IN

LI

N K F

EN

C E

LIGHT

P

LA

T T E D

R W

(PLATTED ALLEY)

POND

TOE OF SLOPE

TOP OF SLOPE

CONC. TRANSFORMER

PAD

FOUND I/R

(LB613)

FOUND I/R

(LB613)

CHAINLINK FENCE

CHAINLINK FENCE

TENNIS COURT

"R C P

D.R.A.

INV.=9.03'

INV.=9.14'

TO

P

O F D .R .A

BARRY AVENUE(P) 12tH STREET WEST(F)

H A R L E E

S T R E E T (P th

A V E N U E

W E S T (F

WM

GFI

DN

DN

X X

XX X

METAL ROOFING

SYSTEM

CONCRETE

SLAB

NEW LIME ROCK

BASE / GRAVEL

CHAIN-LINK FE-7

FENCE SYSTEM.

PROPERTY LINE

PR

O

PE

R

TY

L

IN

E

PROPERTY LINE

EXISTING 1 STORY

NATIONAL GUARD

ARMORY BUILDING

F.F.E.= 12.94

EXISTING STORAGE BUILDING

F.F = 25.67

PR

O

PE

R

TY

L

IN

E

EXIST MOTOR POOL

STORAGE BLDG.

EXIST.

MAINTENANCE

BAY

12" CONC.

CURB TYP.

WATER TANK

CONC.

PAD PARKING AREA

ASPHALT

ASPHALT

CROSS W

ALK

PA

R

K

IN

G A

R

EA

CONC.

PAD

CONC.

PAD

EXIST

DUMPSTER

PA

R

K

IN

G A

R

EA

FLAG

POLE UNIT

SIGN

A1.4

EXIST.

SHED

4'

0"

TYP

SHEET NO.:

PROJECT NO.:

DATE:

SHEET TITLE:

DRAWN BY:

REVISIONS:

6/

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ARCHITECTURAL

SITE PLAN

1910.09

MARCH 30, 2026

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R M

O R

Y

D M

A C

FM

O

SPECIFIC NOTES

1 ALL EXTERIOR BOLLARDS - REFINISH AND REPAINT WITH TRAFFIC YELLOW EPOXY / INCLUDING @ 10 BAY

STORAGE BUILDING.

SITE PLAN LEGEND

N

1" = 30'-0"SA1.2

1 ARCHITECTURAL SITE PLAN

1 06-17-26 ADDENDUM 02

A REFER TO ABI WORK LIST ON COVER SHEET FOR COMPLETE ALTERNATE BID ITEMS SCOPE OF WORK.

B ALL ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTIRICAL WORK IS TO COMPLY WITH THE FBC

REQUIREMENTS AND ALL AUTHORITIES HAVING JURISDICTION.

C COORDINATE FULL SCOPE OF WORK W/ ELECTRICAL DRAWINGS.

D VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS FOR THE PROPOSED SCOPE OF WORK. NOTIFY ARCHITECT

OF ANY DISCREPANCIES.

E AT LOCATIONS WHERE SYSTEMS AND ACCESSORIES HAVE BEEN REMOVED, PATCH AND REPAIR TO BE FLUSH

AND MATCH ADJACENT FINISHES.

F COORDINATE ALL SITE ACCESS & LAY DOWN AREA W/ OWNER.

G SECURE ALL EXTERIOR OPENINGS IN THE BUILDING ENVELOPE AT THE END OF WORK EACH DAY.

H PROTECT EXISTING EXFILTRATION SYSTEM FROM ALL LOADING.

GENERAL SITE NOTES

x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

S

S

SSS

WV

WV

WV

WV

H Y D

WV

x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxx

UC

U-

O N E

S T O R Y

B

LO

C K

C H U R C H

ONE STORY

BLOCK AND WOOD

BUILDING

ONE STORY

BLOCK

BUILDING

LOT 1LOT 2LOT 3LOT 4LOT 5

LOT 6

LOT 7LOT 8LOT 1LOT 2LOT 3

LOT 12 LOT 13

LOT 14

LOT 9 LOT 10

LOT 11 LOT 12

LOT 15

LOT 16

LOT 1

LOT 2

LOT 3

LOT 4

LOT 5 LOT 6

LOT 7

(NOT INCLUDED)

LOT 4 LOT 3 LOT 2 LOT 1

LOT 11 LOT 12 LOT 13 LOT 14

14"OAK

28"OAK

48"OAK

48"OAK

4-24"OAKS

2-14"OAKS

1-20"OAK

1-15"OAK

48"OAK

12"OAK

10"OAK

20"OAK

26"OAK

18"OAK

30"OAK

60"OAK

48"TWIN OAK

4-14"OAKS

1-12"OAK

2-18"OAKS

2-20"OAKS

48"OAK

30"OAK

52"OAK

30"OAK

48"OAK

48"OAK 24"OAK 14"OAK

38"TWIN OAK

CLUSTER OF OAKS

CLUSTER OF

TREES

8"PALM

24"OAK

18"OAK

30"OAK

8"PALM

10"PALM

8"PALM

8"PALM

E E E E E E E E E E E E E E E E E E E E E E E E E E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E X11.5'

X11 .4'

X11.3'

X11 .1'

X10 .2'

X1 0.

9'

X10.9'

X1 1.

4'

X10 .7'

X11 .4'X12

.2'

X11 .2'X1

1.2

X10 .3'

X10 .6'

X9.7

X10 .5'

X11 .2'

X10 .9'

X12.6'

X10.8'

X10.9'

X10 .5'

X1 1.3

X11.5'

X1 1.4

X10 .2'

X12.2'

X10 .4'

X12 .5' X10

.66

X .5

X10 .6'

X11 .0'

X11.2'

X10 .8' X10

.5' X12

.0' X12

.0'

X12 .1'

X11 .2'

X12.4'

X12 .4'

X11 .6'

X11 .5'

X11 .7'

X11 .7'

X 11.5

X11.6'

X11.4'

X11 .4'

X11.3'

X11 .2'

X11 .3'

X11 .5'

X12.

1'

X12 .2'

X11.9' X11.7'

X .8

X11.7'

X12.0

X11.7'

X11.9'

X12.0'

X12 .2'

X12 .8'

X12 .2'

X11 .4'

X11 .2'

X11 .1'

X12 .3'

X12 .6'

X1 2.

8'X1

1.

3' X

.4

X12 .4' X1

2.

4'

X12 .7'

X12 .3'

X1 2.

6'

X1 2.

5'

X1 2.

1'

X12 .1'

X1 1.4

'X1 1.6

X1 1.9

X1 1.6

X1 1.7

X1 1.8

X1 1.7

X1 1.7

X11

.8'

X1 1.4

X1 1.6

X1 0.9

X1 1.0

X .5

X1 1.7

X1 1.1

X1 1.7

X1 1.4

X1 1.3

X1 1.5

X1 1.7

X1 1.5

X1 1.9

X1 1.6

X .5

X1 1.6

'X .5 ' X11.4' X1

1.4

X1 1.6

X1 1.3

X1 1.9

X1 1.4

X1 1.8

X1 2.0

X1 1.8

X1 2.5

X1 2.3

' X1 2.3

X1 2.6

X12.5'

X .4

X1 2.6

X11.5'

X1 2.3

X1 1.8

X .6

X1 2.8

X1 2.5

X1 1.8

X1 2.2

X .3

X1 2.6

'X .8

X .0

X1 1.4

X1 1.6

X1 1.5

X11

.9'

X1 2.0

X1 2.2

X1 2.3

X12.8'

X1 2.

0'

X1 1.8

X1 1.0

X1 0.9

X11.2'

X1 1.3

X11.2'

X1 1.2

X11.4'

X11 .3'

X10 .2'

X10.3'

X10 .2'

X1 0.

3'

X10 .2'

X10 .4'

X .5

X10 .6'

X10 .4'X1

0.

6'

X11 .0'X12

.1'

X10 .7' X

.1 ' X11

.8'

X11 .4'

X11 .4'

X12 .0'

X12 .2'

X12 .0'X11

.6' X10

.7' X10

.4' X10

.4'

X9 .0'X10

.5' X10

.4'

X9 .1'

X9 .5'

X9 .7'

X10 .6'

X11 .3'X11

.2'X11 .2'

X11 .1'

X11 .0'

X10 .6'

X10 .2'

X10 .7'

X11 .1' X9

.8'

X10 .5'

X10 .4'

X10 .8'

X10 .4'

X10 .5'

X10 .7'

X11 .7'

X11 .8'

X12 .8'

X11 .8'

X11 .1'

X1 1.5

X1 1.4

X1 2.

0'

X11.3'

X1 1.3

X1 1.1

X1 0.8

X1 1.8

X1 1.6

X1 0.6

X1 2.1

X1 2.5

X1 2.4

X1 1.0

X1 1.3

X1 1.3

X1 1.7

X1 1.1

X1 1.0

X1 0.

8'

X1 0.

6'

X1 0.

6'

X1 0.

9'

X .0

X1 1.0

X1 1.6

WM

FIELD BOOK , PAGE (SEE FILE)

DATE OF FIELD SURVEY: 04/29/06

REVISED: 12/21/06, ADDED MORE TOPO AND LOCATION

16' ALLEY (VACATED)

SPEAR AVENUE 50' WIDE (VACATED)

LE

E

S T R E E T

W

ID

E

(V A C A T E D

(20' WIDE PAVEMENT) (50' R/W)

(2 W

ID

E

P A V E M E N T (4 R W P

POINT OF COMMENCEMENT

SE CORNER OF NE 1/4 OF

SECTION 15-34-17, MANATEE

COUNTY, FLORIDA.

N O R T H

.9 1' (D

WEST 33.00'(D)

WEST 473.00'(D)

S O U T H

.7 (D )N

O R T H

.7 (D

EAST(ASSUMED) 473.00'+/-(D) 473.07'(M)

POINT OF BEGINNING

33' WEST & 175.91'

NORTH OF SE

CORNER OF NE 1/4

OF SECTION

15-34-17

S. BOUNDARY LINE OF

LOT 1, BLOCK 8, ALSO

BEING THE NORTH

BOUNDARY LINE OF A

PLATTED ALLEY

SOUTH BOUNDARY LINE OF

LOT 1, BLOCK 7

S. RIGHT OF WAY LINE OF

12th STREET

S 89°59'53" W 473.09'(M)

N

'2 W

.6 M

S

'2 E

.6 '(M

N

'0 W

.9 M

CONC. PIPE

END SECTION

24.3'

.2

150.3'

150.3'

.2

.3

CONC.

PAD

CONC.

PAD

C O N C R E T E

ASPHALT ROAD

ASPHALT DRIVEWAY

12" HDP PIPE

INV.=9.14'

PAD

CONC.

SHED

18'

7.

6'

C O N C R E T E

S

ID

E W A

LK

12" RCP PIPE

END SECTION

CONC. PIPE

INV.=10.0'

6' CHAINLINK FENCE

6' CHAINLINK FENCE

C H A

IN

LI

N K

F E N C E

ONE STORY

CHP BUILDING

FINISHED FLOOR

ELEVATION = 12.92'

ELEVATION = 11.95'

FINISHED FLOOR

METAL BUILDING

ONE STORY

BENCHMARK

SET NAIL & DISC IN PAVEMENT

TOP OF NAIL

ELEVATION = 12.05'

BENCHMARK

SET NAIL & DISC IN PAVEMENT

TOP OF NAIL

ELEVATION = 12.42'

.0

.9

80.1'

80.1'

.2

.0

130.2'

130.1'

WM

PROPANE

TANK

MW

MW

C H A

IN

LI

N K F

EN

C E

LIGHT

P

LA

T T E D

R W

(PLATTED ALLEY)

POND

TOE OF SLOPE

TOP OF SLOPE

CONC. TRANSFORMER

PAD

FOUND I/R

(LB613)

FOUND I/R

(LB613)

CHAINLINK FENCE

CHAINLINK FENCE

TENNIS COURT

"R C P

D.R.A.

INV.=9.03'

INV.=9.14'

TO

P

O F D .R .A

BARRY AVENUE(P) 12tH STREET WEST(F)

H A R L E E

S T R E E T (P th

A V E N U E

W E S T (F

WM

GFI

DN

X X

XX X

PROPERTY LINE

PR

O

PE

R

TY

L

IN

E

PROPERTY LINE

EXISTING 1 STORY

NATIONAL GUARD

ARMORY BUILDING

F.F.E.= 12.94

EXISTING STORAGE BUILDING

F.F = 25.67

PR

O

PE

R

TY

L

IN

E

EXIST MOTOR POOL

STORAGE BLDG.

EXIST.

MAINTENANCE

BAY

WATER TANK

CONC.

PAD PARKING AREA

ASPHALT DRIVEWAY

CROSS W

ALK

PA

R

K

IN

G A

R

EA

PA

R

K

IN

G A

R

EA

CONC.

PAD

CONC.

PAD

EXIST

DUMPSTER

PA

R

K

IN

G A

R

EA

FLAG

POLE

UNIT SIGN

TYP

DA1.4

ITEM TO BE REMOVED

AND DISPOSED OF

EXISTING CONCRETE / ASPHALT OR

SURFACE TO BE DEMOLISHED DOWN

TO CLEAN SUBSTRATE AS REQUIRED.

EXISTING TREE

TO BE REMOVED

N

1" = 30'-0"DSA1.2

1 EXISTING / DEMO SITE PLAN

DEMOLITION SITE PLAN LEGEND

DEMO SPECIFIC NOTES

1 ALL EXTERIOR BOLLARDS - REFINISH AND REPAINT WITH TRAFFIC YELLOW EPOXY / INCLUDING @ 10 BAY

STORAGE BUILDING.

SHEET NO.:

PROJECT NO.:

DATE:

SHEET TITLE:

DRAWN BY:

REVISIONS:

6/

/2

8:

:3

AM

Au to de sk

D oc s:

//1

0.

N

G A

Pa lm et to

/1

0.

D M

A C

FM

O

P

AL

M

ET

TO

E

SP

R

EN

O

VA

TI

O N

S.

rv t

ML

DSA1.2

EXISTING / DEMO

SITE PLAN

1910.09

MARCH 30, 2026

PA

LM

ET

TO

E

SP

R

EN

O

VA

TI

O

N

4T

H A

VE

W

, P

AL

M

ET

TO

, F

L

0%

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

N

AT

IO

N

AL

G

U

AR

D A

R M

O R

Y

D M

A C

FM

O

1 06-17-26 ADDENDUM 02

A REFER TO ABI WORK LIST ON COVER SHEET FOR COMPLETE ALTERNATE BID ITEMS SCOPE OF WORK.

B COORDINATE FULL SCOPE OF DEMOLITION WORK W/ ELECTRICAL DRAWINGS.

C EXISTING CONSTRUCTION: WALLS, CEILINGS, WINDOWS, FLOORING, EQUIPMENT, ETC. NOT DESIGNATED

FOR DEMOLITION SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE PROJECT.

D CLEAN UP ON A DAILY BASIS TO MAINTAIN A SAFE AND OPERABLE FACILITY. COORDIANTE WITH GC

SUPPLIED LOCATIONS OF WASTE BINS AND DUMPSTERS, AS REQUIRED FOR THE WORK.

E THE OWNER HAS FIRST RIGHT OF REFUSAL OF ANY FURNITURE, FIXTURES AND EQUIPMENT SLATED FOR

DEMOLITION.

F. PROTECT EXISTING EXFILTRATION SYSTEM FROM ALL LOADING.

G. REMOVE ALL ABANDONED DEVICES INCLUDING ALL SURFACE MOUNTED CABLE & COAX FROM BUILDING

FACADE. COORD. W/ OWNER.

GENERAL SITE DEMOLITION NOTES

N

EXISTING TO BE DEMOLISHED

EXISTING CONCRETE / ASPHALT

TO BE DEMOLISHED DOWN TO

CLEAN SUBSTRATE AS

REQUIRED.

EXISTING WALL / PARTITION

TO REMAIN

EXISTING 1x4 LIGHT FIXTURE TO REMAIN

5'

0"

30' - 0"

DA1.4

DA1.4

APRON

MAINTENANCE

BAY

TYP

TYP

TYP

PROJECTED LIGHTING @

CEILING PLAN (TYP)

TYP

TYP

TYP

TYP

TYP

27' - 1"

TYP

3TYP

TYP

27' - 6"

TYP

SHEET NO.:

PROJECT NO.:

DATE:

SHEET TITLE:

DRAWN BY:

REVISIONS:

6/

/2

8:

:1

AM

Au to de sk

D oc s:

//1

0.

N

G A

Pa lm et to

/1

0.

D M

A C

FM

O

P

AL

M

ET

TO

E

SP

R

EN

O

VA

TI

O N

S.

rv t

ML

DA1.4

EXISTING / DEMO

HIGH BAY

MAINTENANCE

SHELTER PLAN &

ELEV

1910.09

MARCH 30, 2026

PA

LM

ET

TO

E

SP

R

EN

O

VA

TI

O

N

4T

H A

VE

W

, P

AL

M

ET

TO

, F

L

0%

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

N

AT

IO

N

AL

G

U

AR

D A

R M

O R

Y

D M

A C

FM

O

DEMOLITION PLAN LEGEND DEMO RCP LEGEND

DEMO SPECIFIC NOTES

1 PREPARE ALL EXTERIOR BOLLARDS FOR NEW REFINISH AND REPAINT. REFER TO

NEW SCOPE OF WORK.

2 IF ABI #02 IS SELECTED: REMOVE AND DISPOSE OF ALL EXISTING CEILING

MOUNTED LIGHTING FIXTURES. PREPARE AREA FOR NEW LED UPGRADE. REFER

TO ELECTRICAL DRAWINGS FOR COMPLETE SCOPE OF WORK.

3 EXISTING GUTTER & DOWNSPOUTS SYSTEM TO REMAIN / PROTECT. IF ABI #01 IS

SELECTED: CONNECT ALL DOWNSPOUTS TO UNDERGROUND CIVIL. RE-GRADE

RE-SOD AROUND ALL DOWNSPOUT AREAS FOLLOWING CIVIL CONNECTION.

REFER TO CIVIL DRAWINGS FOR COMPLETE SCOPE OF WORK.

4 IF ABI #03 IS SELECTED: PREPARE EXIST. HIGH BAY MAINTENANCE SHELTER FOR

NEW HIGH PERFORMANCE PAINTED FINISH. REFER TO NEW WORK.

N 1/4" = 1'-0"DA1.4

EXISTING / DEMO MAINTENANCE

BAY FLOOR PLAN

1/4" = 1'-0"DA1.4

2 MAINTENANCE BAY - EXIST. EAST ELEVATION

1/4" = 1'-0"DA1.4

3 MAINTENANCE BAY - EXIST. WEST ELEVATION

1 06-17-26 ADDENDUM 02

ABI #2

ABI #3

A REFER TO ABI WORK LIST ON COVER SHEET FOR COMPLETE ALTERNATE BID

ITEMS SCOPE OF WORK.

B COORDINATE FULL SCOPE OF DEMOLITION WORK W/ ELECTRICAL DRAWINGS

C EXISTING CONSTRUCTION: WALLS, CEILINGS, WINDOWS, FLOORING,

EQUIPMENT, ETC. NOT DESIGNATED FOR DEMOLITION SHALL BE PROTECTED

THROUGHOUT THE DURATION OF THE PROJECT.

D CLEAN UP ON A DAILY BASIS TO MAINTAIN A SAFE AND OPERABLE FACILITY.

COORDIANTE WITH GC SUPPLIED LOCATIONS OF WASTE BINS AND

DUMPSTERS, AS REQUIRED FOR THE WORK.

E THE OWNER HAS FIRST RIGHT OF REFUSAL OF ANY FURNITURE, FIXTURES

AND EQUIPMENT SLATED FOR DEMOLITION.

GENERAL DEMOLITION NOTES

N

EXISTING WALL

NEW WALL. REFER TO

PARTITION TYPE SCHEDULE

NEW DOOR.

REF. DOOR & FRAME.

SEE SCHEDULE

EXIST. DOOR & FRAME

TO REMAIN. PROTECT.

5'

0"

30' - 0"

APRON

A1.4

A1.4

MAINTENANCE

BAY

PROJECTED LIGHTING @

CEILING PLAN (TYP)

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

27' - 1"

TYP

3TYP

TYP

27' - 6"

TYP

NEW 1x4 LIGHT FIXTURE. RAISE

& SECURE IN PLACE. SEE ELECT.

NEW WALL MOUNTED LIGHT

FIXTURE. SEE ELECT.

SHEET NO.:

PROJECT NO.:

DATE:

SHEET TITLE:

DRAWN BY:

REVISIONS:

6/

/2

8:

:2

AM

Au to de sk

D oc s:

//1

0.

N

G A

Pa lm et to

/1

0.

D M

A C

FM

O

P

AL

M

ET

TO

E

SP

R

EN

O

VA

TI

O N

S.

rv t

ML

A1.4

HIGH BAY

MAINTENANCE

SHELTER PLAN &

ELEV

1910.09

MARCH 30, 2026

PA

LM

ET

TO

E

SP

R

EN

O

VA

TI

O

N

4T

H A

VE

W

, P

AL

M

ET

TO

, F

L

0%

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

N

AT

IO

N

AL

G

U

AR

D A

R M

O R

Y

D M

A C

FM

O

PLAN LEGEND

SPECIFIC NOTES - MAINT BAY

1 REFINISH AND REPAINT ALL EXTERIOR BOLLARDS WITH TRAFFIC

YELLOW EPOXY. TYP.

2 IF ABI #02 IS SELECTED: PROVIDE NEW LED WALL & CEILING

MOUNTED LIGHTING FIXTURES. REFER TO ELECTRICAL DRAWINGS

FOR COMPLETE SCOPE OF WORK.

3 EXISTING GUTTER & DOWNSPOUTS SYSTEM TO REMAIN / PROTECT.

IF ABI #01 IS SELECTED: CONNECT ALL DOWNSPOUTS TO

UNDERGROUND CIVIL. RE-GRADE RE-SOD AROUND ALL DOWNSPOUT

AREAS FOLLOWING CIVIL CONNECTION. REFER TO CIVIL DRAWINGS

FOR COMPLETE SCOPE OF WORK.

4 IF ABI #03 IS SELECTED: REFINISH AND REPAINT HIGH BAY

MAINTENANCE SHELTER WITH HIGH PERFORMANCE PAINTED FINISH.

/ 2 COLOR SCHEME MAX.

N

1/4" = 1'-0"A1.4

PROPOSED MAINTENANCE

BAY FLOOR PLAN

1/4" = 1'-0"A1.4

2 MAINTENANCE BAY - EAST ELEVATION

1/4" = 1'-0"A1.4

3 MAINTENANCE BAY - WEST ELEVATION

RCP LEGEND

1 06-17-26 ADDENDUM 02

ABI #2

ABI #3A REFER TO ABI WORK LIST ON COVER SHEET FOR

COMPLETE ALTERNATE BID ITEMS SCOPE OF WORK.

B AT LOCATIONS WHERE SYSTEMS AND ACCESSORIES HAVE BEEN

REMOVED, PATCH AND REPAIR TO BE FLUSH AND MATCH ADJACENT

FINISHES.

C VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS FOR THE

PROPOSED SCOPE OF WORK. NOTIFY ARCHITECT OF ANY

DISCREPANCIES.

D COORDINATE WITH OWNER ON ALLOWABLE WORK HOURS FOR THE

CONSTRUCTION. CONSTRUCTION SHALL NOT CREATE EXCESSIVE

NOISE OR IMPEDE ON THE OPERATIONS OF THE ADJACENT

NEIGHBORS.

E SECURE ALL EXTERIOR OPENINGS IN THE BUILDING ENVELOPE AT THE

END OF WORK EACH DAY.

F NEW PAINT/ TOUCH UP SUBSTRATES AT ALL AREAS DISTURBED BY THE

SCOPE OF CONSTRUCTION ACTIVITIES.

G COORDINATE ALL SITE ACCESS & LAY DOWN AREA W/ OWNER.

GENERAL CONSTRUCTION NOTES 1