Y25-752_Drawings.pdf

21 MB Posted

Attached to
Public Works Goldenrod Maintenance Facility Storage Shed
Solicitation number
Y25-752
Issued by
Orange County, Orlando City, Florida

About this file

Written by GovTribe AI ·

The file is a comprehensive set of construction drawings for the Orange County Public Works Goldenrod Maintenance Facility Storage Shed project located at 2530 N Forsyth Road in Orlando, Florida. The project involves constructing a new pre-engineered metal building with three 24'-0" wide x 26'-0" deep open-air bays, designed for sand bag storage with a total floor area of 1,986 square feet. The building will be a one-story structure with a height of 17'-6", constructed on an 8" thick reinforced concrete slab, and is modeled after the county's West Orange Maintenance Facility building.

The project is part of Orange County's Capital Project Division, with an estimated construction cost around $380,000.00. The drawings, dated August 31, 2023, with a revision on June 21, 2024, include detailed architectural, structural, electrical, and plumbing plans prepared by Architectural Design Collaborative (ADC), Base Consultants, Tri Civil Engineering Design Studio, and SGM Engineering. The building is designed to meet Florida Building Code requirements, with a storage occupancy classification and provisions for future utility connections. The project documents indicate it will be a ground-up construction process with site work, electrical, plumbing, and related components included in the project scope.

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Public_Works_Goldenrod_Maintenance_Facility_Storage_Shed_(Addendum_#1_Revision).pdf PDF
Y25-752_Specifications.pdf PDF

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LOCATION MAP

NOT TO SCALE

ORANGE COUNTY PUBLIC WORKS GOLDENROD MAINTENANCE FACILITY STORAGE SHED

2530 N FORSYTH ROAD

ORLANDO, FL 32807

BASE CONSULTANTS

STRUCTURAL ENGINEERS

1214 EAST CONCORD STREET

ORLANDO, FL 32803

P: 407.377.7227

CONTACT: LAURA BARBARO-BUFFA

EMAIL: laura@baseconsults.com

SGM ENGINEERING

MEP ENGINEER

935 LAKE BALDWIN LANE

ORLANDO, FL 32814

(407)767-5188

CONTACT: CHAD ROBINSON

EMAIL: chad@sgmengineering.com

100% CONSTRUCTION DOCUMENTS/PERMIT ISSUE SET

AUGUST 31, 2023

ORANGE COUNTY CAPITAL PROJECT DIVISION

INTERNAL OPERATIONS CENTER II

400 E. SOUTH STREET, 5TH FLOOR

ORLANDO, FL 32801

ORANGE COUNTY MAYOR

HONORABLE JERRY DEMINGS

COMMISSIONER DISTRICT 1

BETSY VANDERLEY

COMMISSIONER DISTRICT 2

CHRISTINE MOORE

COMMISSIONER DISTRICT 3

MAYRA URIBE

COMMISSIONER DISTRICT 4

MARIBEL GOMEZ CORDERO

COMMISSIONER DISTRICT 5

EMILY BONILLA

COMMISSIONER DISTRICT 6

MICHAEL SCOTT

PROJECT

ARCHITECTURAL DESIGN COLLABORATIVE

ARCHITECT

945 N. PENNSYLVANIA AVENUE

WINTER PARK, FLORIDA 32789

P: (407) 629-1188

CONTACT: AL COOPER

EMAIL: acooper@adcinternational.net

ORANGE COUNTY PROJECT MANAGER: KATRINA BUTLER

TRI³ CIVIL ENGINEERING

DESIGN STUDIO, INC.

CIVIL ENGINEERS

P: 407.488.9456

CONTACT: CONSTANCE D. SILVER

EMAIL: csilver@tri3-eng.com

SITE

REV. 1 - CC RESPONSES + CHANGE IN AOR - JUNE 21, 2024

DIAGONAL DISTANCE: 75'-0"

FE FE

BAY 3

BAY 2

BAY 1

EGRESS PATH

DISTANCE= 91'-4"

COMMON PATH = 18'-0"

EGRESS PATH

DISTANCE= 91'-4"

18'-0" TO COMM. PATH

POINT

EGRESS UNIT WIDTH

34" CLEAR WIDTH

170 OCCUPANTS

EXIT

FE-1 FE-2

EGRESS UNIT WIDTH AT OPEN BAYS

22'-0" W X 14'-0" H CLEAR WIDTH

264"/0.2 = 1,320 OCCUPANTS EGRESS

CAPACITY AT EACH BAY

F

S

T

G

U

V

W

J

I

H

A

K

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M

B

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APPLICABLE CODES YEAR

FLORIDA BUILDING CODE - 8TH EDITION 2023

FS- FLORIDA STATUTES

FAC- FLORIDA ADMINISTRATIVE CODE

FLORIDA FIRE PREVENTION CODE - 8TH EDITION 2023

FLORIDA PLUMBING CODE - 8TH EDITION 2023

FLORIDA MECHANICAL CODE - 8TH EDITION 2023

FLORIDA ENERGY CONSERVATION CODE - 8TH EDITION 2023

NATIONAL ELECTRICAL CODE NFPA 70 2020

FLORIDA ACCESSIBILITY CODE - 8TH EDITION 2023

USE/OCCUPANCY

GROUP CLASSIFICATION: FBC SECTION 311 - MODERATE HAZARD STORAGE S-1

AND STORAGE USE - FFPC TABLE 7.3.1.2 AND CHAPTER 42

OCCUPANT/SQ. FT.: 300 (ACCESSORY STORAGE FBC TABLE 1004.5)

200 (STORAGE OCCUPANCIES TABLE 7.3.1.2 FFPC)

SCOPE OF WORK SQ. FT.: 1,986 SQ. FT.

OCCUPANT DESIGN LOAD: FBC: 7 (1,986 SQFT/300 = 6.62 OR 7)

FFPC: 10 (1,986 SQFT/200 - 9.93 OR 10)

CONSTRUCTION

TYPE: II B

SPRINKLED or NONSPRINKLED: NONSPRINKLED

BUILDING HEIGHT: 17'-6"

CLASSIFICATION OF WORK:

COVERED, UN-ENCLOSED NEW METAL PRE-ENGINEERED BUILDING CONSTRUCTION FOR

SAND BAG STORAGE. NO HIGH STACKING.

PLUMBING : 1-2 HOSE BIBS

ORANGE COUNTY

GOLDENROD MAINTENANCE FACILITY

PROJECT NARRATIVE/SCOPE OF WORK

THIS PROJECT IS THE CONSTRUCTION OF A NEW PRE-ENGINEERED METAL

BUILDING FOR THE ORANGE COUNTY ROADS MAINTENANCE FACILITY. THE NEW

BUILDING WILL BE BUILT WITHIN THE EXISTING GOLDENROD MAINTENANCE

FACILITY PROPERTY ON FORSYTH ROAD, ORLANDO.

THE GOLDENROD BUILDING IS MODELED ON THE COUNTY'S WEST ORANGE

MAINTENANCE FACILITY BUILDING.

THE NEW BUILDING WILL BE A PRE-ENGINEERED METAL BUILDING COMPOSED OF

THREE 24'-0" WIDE X 26'-0" DEEP BAYS. THE BAYS ARE OPEN AIR.

THIS IS A GROUND UP CONSTRUCTION PROCESS OF A NEW PEMB BUILDING. SITE

WORK, ELECTRICAL, PLUMBING, AND ALL RELATED COMPONENTS OF NEW

CONSTRUCTION SHALL BE CONSIDERED PART OF THE SCOPE OF WORK. THE

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY, AND

EMPLOYEE SAFETY.

SCOPE OF WORK NOTES:

1. WORK THAT IS NOT STATED HEREIN NOR SHOWN IN THESE PLANS IS NOT PART

OF THE SCOPE OF WORK FOR THIS PROJECT.

2. ADDITIONAL WORK REQUIRED THAT WOULD ALTER THE PRESENTED SCOPE OF

WORK SHALL BE SUBJECT TO A REVISION OF THESE DOCUMENTS AND MAY BE

REQUIRED TO BE REVIEWED BY THE BUILDING DEPARTMENT HAVING

JURISDICTION.

Consultant ● Seal/Signature

Sheet Title:

Project Number

Scale

File Name

Drawn By

Checked ByAR

CH

ITE

CT

UR

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PL

AN

NI

NG

IN

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Issue Date

Project Status

PR

IN

TE

D

ON

Client Information

ADCARCHITECTURAL DESIGN COLLABORATIVE

Architect ● Seal/Signature

Issue

Project Documents for:

Date Issue Description

Project:

Check By

945 N. PENNSYLVANIA AVENUE

WINTER PARK, FLORIDA 32789

OFFICE: (407) 629-1188

FAX: (407) 388-1220

WWW. ADCINTERNATIONAL.NET

IMAGE FROM GOOGLE MAPS

EGRESS PLAN

EXIT ROUTE TRAVEL DISTANCE

COMMON PATH 18'-0"

EXIT PATH #1 91'-4"

DIAGONAL DISTANCE 75'-0"

FLOOR AREA - 1,986 S.F.

OCCUPANT LOAD: 7

EGRESS UNIT WIDTH REQUIRED.: 7 OCC'S X 0.2" = 1.4"

EGRESS UNIT WIDTH PROVIDED: 34" AT PASSAGE DOOR + 264"/0.2 = 1,320 OCCUPANTS AT EACH OPEN BAY

EXITS:

· EXIT ACCESS TRAVEL DISTANCE (UNSPRINKLERED): 200 FT. (S-1) FBC TABLE 1017.2

· COMMON PATH OF TRAVEL (UNSPRINKLERED): 100 FT. MAX. (S-1 OL<30) FBC TABLE 1006.2.1

· MAX. DEAD END CORRIDOR (UNSPRINKLERED): 20 FT. (S-1) FBC TABLE 1020.4

USE/OCCUPANCY AND EGRESS SCHEDULE

USE

USE/OCCUPANCY GROUP

(AREA - SQFT/P)

GROSS FLOOR

AREA/SQFT PER OCC.

OCCUPANCY LOAD

(PERSONS)

FBC - STORAGE BUILDING S-1 STORAGE 300/OCC. 1,986 SF / 300 = 7 7

FFPC - STORAGE USE STORAGE 200/OCC. 1,986 SF / 200 = 9.93 10

TOTAL PROJECT OCC. LOAD FBC

AND FFPC 7/10

PORTABLE FIRE EXTINGUISHERS

INSTALLATION OF PORTABLE FIRE EXTINGUISHERS PER

NFPA 10 AND SECTION 13.6

FE-1 NEW WALL MOUNTED FIRE EXTINGUISHER.

FC-2 NEW WALL MOUNTED FIRE EXTINGUISHER.

GENERAL NOTE: ADD F.E. ID. SIGNAGE AS REQ'D. BY

CODE.

*NOTE THAT THE GENERAL CONTRACTOR IS RESPONSIBLE

TO MAINTAIN ALL LIFE SAFETY SYSTEMS, INCLUDING

CLEAR ACCESS TO EGRESS POINTS, THROUGHOUT THE

CONSTRUCTION PROCESS.

AS SHOWN

OC GOLDENROD STORAGE SHED

Orlando, FL 32807 2530 N Forsyth Road

ORANGE COUNTY

21070

INDEX AND CODE DATA

A00.00

AJC

03 AJC100% CD/PERMIT ISSUE SET08.31.2023

02 AJC90% CD'S07.05.2023

AJCAJC60% CD'S05.15.202301

CONSTRUCTION DOCUMENTS

08.31.2023

PROJECT NOTES PROJECT NARRATIVE

DRAWING INDEXPROJECT INFORMATIONVICINITY MAPARCHITECTURAL ABBREVIATIONS

E001 ELECTRICAL SYMBOLS LEGEND

E201 ELECTRICAL FLOOR PLAN

E301 LIGHTNING PROTECTION PLAN

E501 ELECTRICAL ONE-LINE DIAGRAMS

E701 ELECTRICAL PANEL SCHEDULES

E801 ELECTRICAL DETAILS

COVER COVER SHEET

A00.00 INDEX, CODES & PROJECT INFORMATION

A00.50 ARCHITECTURAL SITE PLAN

A02.01 CONSTRUCTION PLAN

A03.00 EXTERIOR ELEVATIONS

A04.00 EXTERIOR ELEVATIONS

A05.00 BUILDING SECTION

S001 ABBREVIATIONS, SYMBOLS, AND SHEET INDEX

S002 STRUCTURAL GENERAL NOTES

S003 STRUCTURAL GENERAL NOTES CONT'D.

S004 WIND DIAGRAMS

S101 FOUNDATION PLAN

S300 SECTIONS AND DETAILS

S301 SECTIONS AND DETAILS

P001 PLUMBING SYMBOLS SPECIFICATIONS

P201 PLUMBING FLOOR PLAN

C-000 COVER SHEET

SHT 1 OF 1 TOPOGRAPHIC SURVEY

C-101 DEMOLITION & EROSION CONTROL PLAN

C-102 GENERAL NOTES

C-200 SITE PLAN

C-300 GRADING, DRAINAGE, & UTILITY PLAN

C-500 CITY OF WINTER PARK STANDARD UTILITY DETAILS

STRUCTURAL

ELECTRICAL

PLUMBING

CIVIL

ARCHITECTURAL

TO THE BEST OF ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS

COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE

FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY. WINDOWS,

ROOFING, DOORS, AND STRUCTURAL ELEMENTS SHALL COMPLY WITH THE

REQUIREMENTS FOR HURRICANE RESISTANT CONSTRUCTION.

THE ARCHITECTURAL DRAWINGS IN THIS SET ARE INTENDED TO ILLUSTRATE THE USE OF GENERAL

CONSTRUCTION PRACTICES, MATERIALS AND APPLICATIONS. SOME DRAWINGS ARE GRAPHIC IN

NATURE AND ARE NOT INTENDED TO ILLUSTRATE EVERY DETAIL AND/OR ASPECT OF A PARTICULAR DETAIL REQUIRED TO CONSTRUCT, INSTALL AND/OR COMPLETE THE CONSTRUCTION OR DETAIL. IT IS EXPECTED THAT THE GENERAL CONTRACTOR IN CONNECTION WITH SUB-CONTRACTORS REGULARLY ENGAGED IN THE CONSTRUCTION INDUSTRY WILL PERFORM ALL WORK NECESSARY TO COMPLETE ALL

DETAILS AND GENERAL CONSTRUCTION TO MEET CURRENT CODES AND QUALITY STANDARDS

ESTABLISHED BY GOVERNING AGENCIES, PROJECT SPECIFICATIONS AND/OR OWNER. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE CONSTRUCTION COMPLIES WITH ALL APPLICABLE CODES AND STANDARDS INCLUDING THOSE FOR THE INTERIOR ENVIRONMENT AND EXTERNAL ENVIRONMENT. CONSTRUCTION PRACTICES AND SUPERVISION SHALL BE EMPLOYED

TO ELIMINATE THE POTENTIAL FOR WATER INTRUSION AND/OR THE FORMATION OF MOLDS AND

MILDEW IN THE INTERIOR ENVIRONMENT.

THE ARCHITECT DOES NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE

FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, MATERIAL

AND/OR PRODUCT INSTALLATIONS OR SELECTIONS, OR FOR SAFETY PRECAUTIONS AND PROGRAMS

IN CONNECTION WITH THE WORK. PROPER APPLICATION OF AND SUPERVISION OF MATERIALS

INSTALLATIONS TO ENSURE HIGH QUALITY WORKMANSHIP AND TO REDUCE OR ELIMINATE THE

POTENTIAL FOR WATER INTRUSION AND/OR MOLD/MILDEW FORMATION ARE SOLELY THE

RESPONSIBILITY OF THE CONTRACTOR.

THE DESIGNS AS DRAWN INDICATE CERTAIN PROPORTIONS AND RELATIONSHIPS OF SPACING AND

DISTANCE BETWEEN BUILT COMPONENTS. THE VARIOUS DIMENSIONS, THICKNESS AND

CHARACTERISTICS OF MATERIALS SHOWN TYPICALLY ARE BASED ON NOMINAL DIMENSIONS FOR THE PURPOSES OF DRAFTING. ACTUAL "FIELD CONDITIONS" MAY DIFFER FROM OR ALTER SOME DESIGN DIMENSIONS AND/OR PROPORTIONS. COORDINATE VARIATIONS WITH ARCHITECT TO MAINTAIN THE

OVERALL APPEARANCE AND INTENT OF THE DESIGN.

CC RESPONSES + CHANGE IN AOR KAKA06.21.20241

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DRAWER

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DISCONNECT

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DOOR

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DOLLAR (US CURRENCY)

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DOWN

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DIVISION

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DISPENSER

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DIMENSION

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DIFFUSER

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DIAMETER

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DRINKING FOUNTAIN

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DETAIL

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DESIGN(ED)

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DEPARTMENT

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DOUBLE

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CONCRETE MASONRY UNIT

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COVER

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CONTRACT(OR)

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CONTINUOUS(ATION)

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CONSTRUCTION

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CONCRETE

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COILING

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COATING

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CEILING

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CERAMIC

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CEMENT(ITIOUS)

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CARPET

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CABINET

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BUILT UP

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BROADLOOM

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BLOCKING

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BOARD

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BOLLARD

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BUILDING

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AND

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AVERAGE

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AUTOMATIC

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ARCHITECT(URAL)

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APPLIANCE

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ANODIZED

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ANNUNCIATOR

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ALTERNATE

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ALUMINUM

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ABOVE FINISHED FLOOR

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ACOUSTIC(AL)

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ACCESSORY

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FWC

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FABRIC WALL COVERING

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FUTURE

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FUT

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AHJ

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AUTHORITY HAVING JURISDICTION

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PROJECT MANAGER

AutoCAD SHX Text JOSE FELIPE PEREZ STATE OF FLORIDA REGISTRATION NUMBER AR 103197 AR 103197AR 103197

Consultant ● Seal/Signature

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ADCARCHITECTURAL DESIGN COLLABORATIVE

Architect ● Seal/Signature

Issue

Project Documents for:

Date Issue Description

Project:

Check By

945 N. PENNSYLVANIA AVENUE

WINTER PARK, FLORIDA 32789

OFFICE: (407) 629-1188

FAX: (407) 388-1220

WWW. ADCINTERNATIONAL.NET

AS SHOWN

OC GOLDENROD STORAGE SHED

Orlando, FL 32807 2530 N Forsyth Road

ORANGE COUNTY

21070

SITE PLAN

A00.50

CC RESPONSES + CHANGE IN AOR KAKA06.21.20241

AutoCAD SHX Text

JOSE FELIPE PEREZ STATE OF FLORIDA REGISTRATION NUMBER AR 103197

AutoCAD SHX Text NOTE: NEW MAINTENANCE BUILDING WILL BE PLACED IN THIS AREA. REFER TO CIVIL ENGINEERING DRAWINGS FOR DETAILS. SEE SHEET A02.01 FOR CONSTRUCTION PLAN.

NOTE: ADD TWO NEW BOLLARDS AT EXISTING POLE LIGHT. REFER TO CIVIL AND/OR STRUCTURAL FOR BOLLARD DETAILS.

AL

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24'-0" 24'-0" 24'-0"

72'-0"

'-0

BAY 1

BAY 2

BAY 3

'-0

10101010

7 7 7 7

12 12 12 12

5'-6"

5 5 5

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9"

FE FE

A. NEW PRE-ENGINEERED METAL BUILDING WITH 3 - 24'-0" X 26'-0" BAYS. BUILDING BY METAL BUILDING

MANUFACTURER.

B. CONCRETE SLAB FOR PRE-ENGINEERED BUILDING: 8" THICK REINFORCED CONCRETE SLAB WITH CONTROL JOINTS

AND BEARING PADS AS REQUIRED. SEE STRUCTURAL ENGINEERING DRAWINGS.

C. INSTALL CONCRETE FILLED BOLLARDS TO PROTECT COLUMNS

D. FOR THE PURPOSES OF THIS DRAWING IT IS ASSUMED THAT THE OUTSIDE EDGE OF THE BOTTOM TRACK OF THE

EXTERIOR METAL SIDING ASSEMBLY AND THE CONCRETE SLAB EDGE ARE IN THE SAME PLANE. A FINAL DETERMINATION OF THE DIMENSIONS AND/OR LOCATION OF THE CONCRETE SLAB EDGE AND DETAILS FOR CONNECTION OF THE EXTERIOR ASSEMBLY HAS TO BE COORDINATED WITH THE FINAL DRAWINGS FROM THE METAL

BUILDING MANUFACTURER.

E. PRE-ENGINEERED BUILDING TO MEET FLORIDA PRODUCT APPROVALS. METAL BUILDING MANUFACTURER SHALL PROVIDE SIGNED AND SEALED DRAWINGS BY A REGISTERED ENGINEER IN THE STATE OF FLORIDA.

Consultant ● Seal/Signature

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Client Information

ADCARCHITECTURAL DESIGN COLLABORATIVE

Architect ● Seal/Signature

Issue

Project Documents for:

Date Issue Description

Project:

Check By

945 N. PENNSYLVANIA AVENUE

WINTER PARK, FLORIDA 32789

OFFICE: (407) 629-1188

FAX: (407) 388-1220

WWW. ADCINTERNATIONAL.NET

KEY NOTES SHEET NOTES

AS SHOWN

OC GOLDENROD STORAGE SHED

Orlando, FL 32807 2530 N Forsyth Road

ORANGE COUNTY

21070

CONSTRUCTION PLAN

A02.01

CC RESPONSES + CHANGE IN AOR KAKA06.21.20241

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text A02.01

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FLOOR PLAN

AutoCAD SHX Text 1/4" = 1'-0"

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8 FT

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AutoCAD SHX Text A05.0

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AutoCAD SHX Text 0'-0"

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EXISTING GRADE AND UN-PAVED DRIVE SURFACE

AutoCAD SHX Text CONCRETE SLAB ON GRADE SEE STRUCTURAL DWGS. TREAT SOIL WITH TERMITE CONTROL PER SPEC MANUAL PRIOR TO POURING SLAB.

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CONCRETE CONTROL JOINT - SEE STRUCTURAL DWGS.

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NOT USED

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TYP. PRE-ENGINEERED WALL GIRT BY METAL BUILDING MANUFACTURER.

AutoCAD SHX Text TYP. PRE-ENGINEERED METAL CORRUGATED PANELS WITH LAP SEAMS. COLOR TO BE SELECTED BY OWNER

AutoCAD SHX Text PRE-ENGINEERED STEEL COLUMN AND COLUMN BASE PLATE BY METAL BUILDING MANUFACTURER.

AutoCAD SHX Text 5'-0" HIGH 8" DIA GALV. STEEL PIPE FILLED W/3000 PSI CONCRETE W/ PLASTIC VINYL SLEEVE (SAFETY YELLOW) "POSTGUARD" OR APPROVED EQUAL

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PRE-ENGINEERED PORTAL FRAME PROVIDED BY METAL BUILDING MANUFACTURER.

AutoCAD SHX Text DOWNSPOUT WITH METAL STRAPS BY METAL BUILDING MANUFACTURER. TYPICAL. CONCRETE SPLASH BLOCK AT EACH DOWNSPOUT.

AutoCAD SHX Text WALL MOUNTED PORTABLE FIRE EXTINGUISHERS PER NFPA 10 STANDARD, 48" MAX. MOUNTING HEIGHT TO TOP OF EXTINGUISHER TYP.

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GFI/WP OUTLET TO BE PROVIDED. SEE ELECTRICAL ENGINEERING.

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INDICATES "X" BRACING. SEE STRUCTURAL DWGS.

AutoCAD SHX Text TYPICAL PENDANT LED OVERHEAD LIGHT FIXTURE. REFER TO ELECTRICAL ENGINEERING FOR DETAILS.

AutoCAD SHX Text

SLOPE SLAB 1/8" PER FOOT AWAY FROM SIDE WALLS TYPICAL.

AutoCAD SHX Text 3'-0" X 7'-0" PASSAGE DOOR WITH REINF. CONCRETE STOOP PROVIDED BY PRE-ENGINEERED METAL BUILDING MANUFACTURER.

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EDGE OF 14'-0" CONCRETE APRON/SLAB

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EDGE OF REINF. CONCRETE LANDING

AutoCAD SHX Text NOTE: CONTRACTOR TO COORDINATE EDGE OF SLAB WITH METAL BUILDING MANUF. FOR FINAL DETAILS. SEE SHEET NOTE "D" BELOW.

AutoCAD SHX Text NOTE: SEE STRUCTURAL ENGINEERING DRAWINGS/FOUNDATION PLAN FOR EDGE OF CONC. SLAB OR CONTROL JOINT PLACEMENT ALONG THIS PLANE. COORDINATE WITH METAL BUILDING MANUF. FOR FINAL DETAILS.

AutoCAD SHX Text ASSUMED EDGE OF OVERHANG. COORDINATE WITH METAL BUILDING MANUF. FOR FINAL DETAILS.

AutoCAD SHX Text NOTE: CONTRACTOR TO COORDINATE EDGE OF SLAB WITH METAL BUILDING MANUF. FOR FINAL DETAILS. SEE SHEET NOTE "D" BELOW.

AutoCAD SHX Text NOTE: CONTRACTOR TO COORDINATE EDGE OF SLAB WITH METAL BUILDING MANUF. FOR FINAL DETAILS. SEE SHEET NOTE "D" BELOW.

JOSE FELIPE PEREZ STATE OF FLORIDA REGISTRATION NUMBER AR 103197

24'-0" 24'-0"24'-0"

BAY 1

BAY 2

BAY 3

BAY 1

BAY 2

BAY 3

'-0

1 1

9 99 99

99 99

10 111111

11 11 11

3 3 3

7'- 0"

DOOR ON

BACK WALL

5'- 0"

121212

NEW REINFORCED CONCRETE SLAB ON GRADE. SEE STRUCTURAL

ENGINEERING FOR DESIGN AND DETAILS.

PRE-ENGINEERED METAL CORRUGATED PANELS WITH LAP SEAMS. COLOR

TO BE SELECTED BY OWNER.

5'-0" HIGH X 8" DIA. GALVANIZED STEEL PIPE FILLED WITH 3000 PSI

CONCRETE. INSTALL "POSTGAURD" OR EQUAL PLASTIC VINYL SLEEVE IN

SAFETY YELLOW.

ALL TRIM BY PRE-ENGINEERED METAL BUILDING MANUFACTURER.

24GA GALVANIZED PAINTED GUTTER BY METAL BUILDING MANUFACTURER.

DOWNSPOUT WITH METAL STRAPS BY METAL BUILDING MANUFACTURER.

20GA METAL FASCIA. PAINT COLOR BY OWNER.

GALVALUME STANDING SEAM ROOF, SHOP PAINTED WHITE.

PAINT ALL EXPOSED PRE-ENGINEERED STRUCTURAL MEMBERS

COMPLETELY. COLOR BY OWNER.

6" HIGH, DEEP RIBBON STYLE, BLACK ANODIZED ALUMINUM BUILDING

NUMBERS BY "GEMINI" OR EQUAL.

EXTERIOR LIGHT FIXTURE. REFER TO ELECTRICAL ENGINEERING DRAWINGS

FOR DETAILS. LIGHTING TO BE SENSOR CONTROLLED.

METAL LOUVER/VENT. 4'x8' SIZE TO BE CONFIRMED BY GC AND OWNER.

LOCATE IN EXTERIOR WALL PER PEMB ENGINEERS DESIGN TO NOT

INTERFERE WITH STRUCTURAL COMPONENTS.

A. NEW PRE-ENGINEERED METAL BUILDING WITH 3 - 24'-0" X 26'-0" BAYS. BUILDING BY METAL BUILDING

MANUFACTURER

B. CONCRETE SLAB FOR PRE-ENGINEERED BUILDING: 8" THICK REINFORCED CONCRETE SLAB WITH CONTROL JOINTS

AND BEARING PADS AS REQUIRED. SEE STRUCTURAL ENGINEERING DRAWINGS.

C. INSTALL CONCRETE FILLED BOLLARDS TO PROTECT COLUMNS

Consultant ● Seal/Signature

Sheet Title:

Project Number

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Drawn By

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PR

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Client Information

ADCARCHITECTURAL DESIGN COLLABORATIVE

Architect ● Seal/Signature

Issue

Project Documents for:

Date Issue Description

Project:

Check By

945 N. PENNSYLVANIA AVENUE

WINTER PARK, FLORIDA 32789

OFFICE: (407) 629-1188

FAX: (407) 388-1220

WWW. ADCINTERNATIONAL.NET

KEY NOTES SHEET NOTES

AS SHOWN

OC GOLDENROD STORAGE SHED

Orlando, FL 32807 2530 N Forsyth Road

ORANGE COUNTY

21070

A03.00 ELEVATIONS

A03.00

CC RESPONSES + CHANGE IN AOR KAKA06.21.20241

AutoCAD SHX Text

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SCALE:

AutoCAD SHX Text A03.00

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NORTH ELEVATION

AutoCAD SHX Text 1/4" = 1'-0"

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8 FT

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SCALE:

AutoCAD SHX Text A03.00

AutoCAD SHX Text

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SOUTH ELEVATION

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

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8 FT

AutoCAD SHX Text

EL + 0'-0"

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SLOPE TO DRAIN

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EL + 14'-0"

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BEARING

AutoCAD SHX Text

OPEN

AutoCAD SHX Text

OPEN

AutoCAD SHX Text

OPEN

AutoCAD SHX Text

EL + 17'-5" +/-

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TOP OF ROOF

AutoCAD SHX Text

EL + 0'-0"

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SLOPE TO DRAIN

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EL + 14'-0"

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BEARING

AutoCAD SHX Text

EL + 17'-5" +/-

AutoCAD SHX Text

TOP OF ROOF

AutoCAD SHX Text

EL - 0'-3 1/2" +/-

AutoCAD SHX Text

AT SLAB EDGE ALONG COL. LINE

AutoCAD SHX Text

NOTE: OVERHANG DIMENSION AND DETAILS BY METAL BUILDING MANUF.

AutoCAD SHX Text NOTE: SEE ELECTRICAL ENGINEERING DRAWINGS FOR LIGHTING DESIGN, DETAILS/SPECIFICATIONS.

AutoCAD SHX Text NOTE: SEE ELECTRICAL ENGINEERING DRAWINGS FOR LIGHTING DESIGN, DETAILS/SPECIFICATIONS.

26'-0"

26'-0"

5'- 0"

NEW REINFORCED CONCRETE SLAB ON GRADE. SEE STRUCTURAL

ENGINEERING FOR DESIGN AND DETAILS.

PRE-ENGINEERED METAL CORRUGATED PANELS WITH LAP SEAMS. COLOR

TO BE SELECTED BY OWNER.

5'-0" HIGH X 8" DIA. GALVANIZED STEEL PIPE FILLED WITH 3000 PSI

CONCRETE. INSTALL "POSTGAURD" OR EQUAL PLASTIC VINYL SLEEVE IN

SAFETY YELLOW.

ALL TRIM BY PRE-ENGINEERED METAL BUILDING MANUFACTURER.

24GA GALVANIZED PAINTED GUTTER BY METAL BUILDING MANUFACTURER.

DOWNSPOUT WITH METAL STRAPS BY METAL BUILDING MANUFACTURER.

20GA METAL FASCIA. PAINT COLOR BY OWNER.

GALVALUME STANDING SEAM ROOF, SHOP PAINTED WHITE.

PAINT ALL EXPOSED PRE-ENGINEERED STRUCTURAL MEMBERS

COMPLETELY. COLOR BY OWNER.

6" HIGH, DEEP RIBBON STYLE, BLACK ANODIZED ALUMINUM BUILDING

NUMBERS BY "GEMINI" OR EQUAL.

EXTERIOR LIGHT FIXTURE. REFER TO ELECTRICAL ENGINEERING DRAWINGS

FOR DETAILS. LIGHTING TO BE SENSOR CONTROLLED.

A. NEW PRE-ENGINEERED METAL BUILDING WITH 3 - 24'-0" X 26'-0" BAYS. BUILDING BY METAL BUILDING

MANUFACTURER

B. CONCRETE SLAB FOR PRE-ENGINEERED BUILDING: 8" THICK REINFORCED CONCRETE SLAB WITH CONTROL JOINTS

AND BEARING PADS AS REQUIRED. SEE STRUCTURAL ENGINEERING DRAWINGS.

C. INSTALL CONCRETE FILLED BOLLARDS TO PROTECT COLUMNS

Consultant ● Seal/Signature

Sheet Title:

Project Number

Scale

File Name

Drawn By

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PR

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Client Information

ADCARCHITECTURAL DESIGN COLLABORATIVE

Architect ● Seal/Signature

Issue

Project Documents for:

Date Issue Description

Project:

Check By

945 N. PENNSYLVANIA AVENUE

WINTER PARK, FLORIDA 32789

OFFICE: (407) 629-1188

FAX: (407) 388-1220

WWW. ADCINTERNATIONAL.NET

KEY NOTES SHEET NOTES

AS SHOWN

OC GOLDENROD STORAGE SHED

Orlando, FL 32807 2530 N Forsyth Road

ORANGE COUNTY

21070

A04.00 ELEVATIONS

A04.00

CC RESPONSES + CHANGE IN AOR KAKA06.21.20241

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text A04.00

AutoCAD SHX Text

AutoCAD SHX Text

WEST ELEVATION

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

8 FT

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text A04.00

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EAST ELEVATION

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

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8 FT

'-0

" O

PE

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H

EI

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IN

26'-0"

'-0

'-1

/8

'-5

1'- 0"

SLOPE

1'- 4"

2'- 7"

REINFORCED CONCRETE SLAB AND FOOTINGS ON TERMITE TREATED,

COMPACTED FILL. SEE STRUCTURAL ENGINEERING FOR FOUNDATION

DESIGN AND DETAILS. SLOPE 1/8" PER FOOT.

PRE-ENGINEERED METAL BUILDING AND WALL PANELS BY METAL BUILDING

MANUFACTURER.

PRE-ENGINEERED STEEL COLUMN AND BEARING PLATE ON FOOTING/PIER.

RAISE PIER ABOVE FINISH SLAB ELEVATION TO ELEVATE STEEL COLUMN

AND PLATE ABOVE POTENTIAL WATER PONDING. REFER TO STRUCTURAL.

STEEL "X" BRACING IN UPPER 1/3 OF BEAM. SEE STRUCTURAL

ENGINEERING.

24GA. GALVANIZED GUTTER SYSTEM WITH DOWNSPOUTS BY METAL

BUILDING MANUFACTURER. PAINT TO MATCH BUILDING.

GALVALUME STANDING SEAM ROOF SHOP PAINTED WHITE.

ROOF SLIDING CLIPS BY BUILDING MANUFACTURER.

TYPICAL LIGHT FIXTURE. MOUNT TO CLEAR "X" BRACING/STRUCTURE. SEE

M.E.P. ENGINEERING.

CONCRETE APRON. SEE FLOOR PLAN, STRUCTURAL, AND CIVIL DWGS.

A. NEW PRE-ENGINEERED METAL BUILDING WITH 3 - 24'-0" X 26'-0" BAYS. BUILDING BY METAL BUILDING

MANUFACTURER

B. CONCRETE SLAB FOR PRE-ENGINEERED BUILDING: 8" THICK REINFORCED CONCRETE SLAB WITH CONTROL JOINTS

AND BEARING PADS AS REQUIRED. SEE STRUCTURAL ENGINEERING DRAWINGS.

C. INSTALL CONCRETE FILLED BOLLARDS TO PROTECT COLUMNS

Consultant ● Seal/Signature

Sheet Title:

Project Number

Scale

File Name

Drawn By

Checked ByAR

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PR

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Client Information

ADCARCHITECTURAL DESIGN COLLABORATIVE

Architect ● Seal/Signature

Issue

Project Documents for:

Date Issue Description

Project:

Check By

945 N. PENNSYLVANIA AVENUE

WINTER PARK, FLORIDA 32789

OFFICE: (407) 629-1188

FAX: (407) 388-1220

WWW. ADCINTERNATIONAL.NET

KEY NOTES SHEET NOTES

AS SHOWN

OC GOLDENROD STORAGE SHED

Orlando, FL 32807 2530 N Forsyth Road

ORANGE COUNTY

21070

A05.00 SECTION

A05.00

CC RESPONSES + CHANGE IN AOR KAKA06.21.20241

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text A05.00

AutoCAD SHX Text

AutoCAD SHX Text

SECTION

AutoCAD SHX Text 3/8" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

8 FT

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

EL +0'-0"

AutoCAD SHX Text

TOP OF SLAB FOR REFERENCE ONLY

AutoCAD SHX Text

EL - 14'-0"

AutoCAD SHX Text

BEARING

AutoCAD SHX Text

EL +14'-0"

AutoCAD SHX Text

BRG./BOTTOM OF OPENING

JOSE FELIPE PEREZ STATE OF FLORIDA REGISTRATION NUMBER AR 103197 AR 103197AR 103197

ARCHITECTURAL DESIGN

COLLABORATIVE

ARCHITECT

945 N. PENNSYLVANIA AVENUE

WINTER PARK, FLORIDA 32789

(407) 629-1188

CONTACT: AL COOPER

PROJECT NUMBER:

ORANGE COUNTY MAYOR

COMMISSIONER DISTRICT 1

COMMISSIONER DISTRICT 2

COMMISSIONER DISTRICT 3

COMMISSIONER DISTRICT 4

COMMISSIONER DISTRICT 5

COMMISSIONER DISTRICT 6

ORANGE COUNTY PROJECT MANAGER:

09/23/232023.022

TRI CIVIL ENGINEERING

DESIGN STUDIO, INC

SITE CIVIL ENGINEER

P.O. BOX 520062

LONGWOOD, FLORIDA 32752

(407) 488-9456

CONTACT: CONSTANCE D. SILVER, PE, LEED AP

PERMIT DOCUMENTS

HONORABLE JERRY L. DEMINGS

NICOLE H. WILSON

CHRISTINE MOORE

MAYRA URIBE

MARIBEL GOMEZ CORDERO

EMILY BONILLA

MICHAEL "MIKE" SCOTT

SUBMITTAL TO ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

ORANGE COUNTY GOLDENROD STORAGE SHED

MS. KATRINA BUTLER

2530 N. FORSYTH ROAD

ORLANDO, FLORIDA 32807

VICINITY MAP

SHEET INDEX

C-000 COVER SHEET

SHT 1 OF 1 TOPOGRAPHIC SURVEY

C-101 DEMOLITION & EROSTION CONTROL PLAN

C-102 GENERAL NOTES

C-200 SITE PLAN

C-300 GRADING, DRAINAGE, AND UTILITY PLAN

C-500 CITY OF WINTER PARK STANDARD UTILITY DETAILS

PARCEL ID # 15-22-30-0000-00-001

SEPTEMBER 23, 2023

400 E. SOUTH STREET , ORLANDO, FL 32801

KATRINA.BUTLER@OCFL.NET

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY CONSTANCE D.

SILVER, PE, A STATE OF FLORIDA PROFESSIONAL ENGINEER (LICENSE No. 54842)

USING AN SHA-1 AUTHORIZATION CODE ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPY OR

COPIES.

CONSTANCE D. SILVER, PE, LEED AP

FLA LICENSE #54842

A & H INDUSTRIAL PARK - MINI STORAGE, INC. PARCEL ID: 15-22-30-0000-00-002 OFFICIAL RECORDS BOOK 5400, PAGE 599

AutoCAD SHX Text A & H INDUSTRIAL PARK - MINI STORAGE, INC. PARCEL ID: 15-22-30-0000-00-002 OFFICIAL RECORDS BOOK 5400, PAGE 599

AutoCAD SHX Text

OFFICIAL RECORDS BOOK 3838, PAGE 4072

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DEED BOOK 852, PAGE 131

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18" RCP

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18" RCP

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24" RCP

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18" RCP

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18" RCP

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15" RCP

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CONCRETE

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CONCRETE

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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GAS MANHOLE

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GAS MANHOLE

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BOLLARD W/ SHUT OFF TO FUEL PUMP

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WOOD

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CONCRETE

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CONCRETE

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EDGE OF PAVEMENT

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CONCRETE

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GRASS

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ASPHALT PAVEMENT

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ASPHALT DRIVE

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TN

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ALUMINUM

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BUILDING

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0.65' CONCRETE WALL

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CONCRETE

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CONCRETE

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CONCRETE

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COVERED PARKING & STORAGE ON CONCRETE

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COVERED PARKING & STORAGE ON CONCRETE

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FENCED & COVERED STORAGE ON CONCRETE

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METAL BUILDING

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1 STORY

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15 PARKING SPACES

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METAL ROOF OVERHANG

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CONCRETE WALK

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GRASS

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CONCRETE

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ASPHALT

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CONCRETE

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CONCRETE

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5.77' GATE

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CHAINLINK FENCE WITH 6' BARBED WIRE

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WOOD

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30" RCP

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CONCRETE GRATE

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GRASS

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GRASS

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FGI WITH SKIMMER

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GRASS

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15" RCP

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FF= 89.90

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE WALL

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CONCRETE DUMPSTER PAD

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CONCRETE WALL

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EDGE OF PAVEMENT

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GRASS

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CONCRETE

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CONCRETE

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CONCRETE PAD

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ASPHALT PAVEMENT

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FOUND NAIL & DISK OPKN LB4596

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EDGE OF PAVEMENT

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BRICKS WALL

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ATS

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MAIN DISCONNECT

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CT CABINET

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MDP

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ONE STORY CONCRETE BLOCK BUILDING #2530

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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GRASS

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FORSYTH ROAD

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30' RIGHT OF WAY

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PER PLAT BOOK 3151, PAGE 206

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GRASS

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CONCRETE

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CONCRETE

AutoCAD SHX Text A & H INDUSTRIAL PARK - MINI STORAGE, INC. PARCEL ID: 15-22-30-0000-00-002 OFFICIAL RECORDS BOOK 5400, PAGE 599

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF CONCRETE

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GRASS

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GRASS

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GRASS

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GRASS

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POND

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CONCRETE WALL

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RAISEDE CONCRETE PAD

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ETHANOL

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FUEL TANK MONITOR

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CONCRETE

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FOUND 1/2" IRON ROD & CAP MCINTOSH LB 68 E 0.42', S 0.31'

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FOUND NAIL & DISK LB 4596

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FOUND 5/8" IRON ROD & CAP SSMC LB 2108 E 0.19', N 0.09'

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EAST LINE OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 22 SOUTH, RANGE 30 EAST

AutoCAD SHX Text WEST LINE OF THE EAST 1/2 OF THE NORTH 1/4 OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15 TOWNSHIP 22 SOUTH, RANGE 30 EAST

AutoCAD SHX Text SOUTH LINE OF THE EAST 1/2 OF THE NORTH 1/4 OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15, TOWNSHIP 22 SOUTH, RANGE 30 EAST

AutoCAD SHX Text NORTH LINE OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15 TOWNSHIP 22 SOUTH, RANGE 30 EAST

AutoCAD SHX Text PARCEL ID 15-22-30-0000-00-001 NOT PLATTED OWNER: ORANGE COUNTY BCC 2530 N FORSYTH RD AREA=206,767 SQ/FT - 4.747 ACRES

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EAST LINE OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 22 SOUTH, RANGE 30 EAST

AutoCAD SHX Text PARCEL 15-22-30-0000-00-002 NOT PLATTED PER ORB 5400, PG 599 AND ORB 5357, PG 4380 4.50' ADDL R/W OWNER: A H INDUSTRIAL PARK - MINI STORAGE INC

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BASIS OF BEARING

AutoCAD SHX Text THE EAST 1/2 OF THE NORTH 1/2 OF THE NORTH 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 22 SOUTH, RANGE 30 EAST PER ORB 3838, PG 4072 AND ORB 5357, PG 4380 4.50' ADDL R/W

AutoCAD SHX Text THE SOUTH 1/2 OF THE EAST 1/2 OF THE NORTH 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 22 SOUTH, RANGE 30 EAST PER DEED BOOK 582, 131 AND ORB 5357, PG 4380 4.50' ADDL R/W

AutoCAD SHX Text NORTHEAST CORNER OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 22 SOUTH, RANGE 30 EAST HELD CCR 94132 COORDINATES

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FOUND NAIL & DISK LB 4596

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EASTERLY R/W LINE OF FORSYTH ROAD PER ORB 3151, PG 212

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NORTH LINE OF THE NE 1/4 OF SECTION 15, TOWNSHIP 22 SOUTH RANGE 30 EAST

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WESTERLY R/W LINE OF FORSYTH ROAD

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WESTERLY R/W LINE OF FORSYTH ROAD

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EAST LINE OF THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 22 SOUTH, RANGE 30 EAST

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15" RCP

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18" RCP

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18" RCP

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18" RCP

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18" RCP

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18" RCP

AutoCAD SHX Text NOTICE OF LIABILITY: This survey is certified to those individuals shown on the face thereof. Any other use, benefit or reliance by any other party is strictly prohibited and restricted. Surveyor is responsible only to those certified and hereby disclaims any other liability and hereby restricts the rights of any other individual or firm to use this survey, without express written consent of the surveyor.

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GRAPHIC SCALE

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text 15'

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text P:\53275\dwg\53275002.dwg

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REVISION DATE

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AutoCAD SHX Text Field Date:

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SOUTHEASTERN SURVEYING

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AND MAPPING CORPORATION

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OF

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SHEET

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NUMBER

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REVISION

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BY

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DRAWING NUMBER

AutoCAD SHX Text 53275002

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SHEET NUMBER 1 OF 1

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NOT VALID WITHOUT SHEETS 1 THROUGH 1

AutoCAD SHX Text Topographic Survey

AutoCAD SHX Text Public Works Goldenrod Maintenance Facility Storage Shed 2530 N Forsyth Rd. Orlando Fl. 32807

AutoCAD SHX Text March 09, 2023

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JC

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AutoCAD SHX Text Orange County Public Works

AutoCAD SHX Text 04-04-2023

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UTILITIES ADDED

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GR

AutoCAD SHX Text 08-29-2023

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CLIENT COMMENTS

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GR

AutoCAD SHX Text WILLIAM C. ROWE, PSM Registered Land Surveyor Number 5225

AutoCAD SHX Text 6500 All American Boulevard Orlando, Florida 32810-4350 (407) 292-8580 e-mail: info@southeasternsurveying.com Certification Number LB2108

AutoCAD SHX Text SECTION 30, TOWNSHIP 19 SOUTH AND RANGE 27 EAST AND RANGE 27 EAST RANGE 27 EAST LAKE COUNTY, MOUNT DORA, FLORIDA.

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PUBLIC WORKS GOLDENROD MAINTENANCE FACILITY STORAGE SHED- TOPOGRAPHIC SURVEY

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DESCRIPTION: (AS FURNISHED BY CLIENT)

AutoCAD SHX Text SURVEYOR'S REPORT: 1. Utility locations if shown hereon are based on field location of markings by Utility Company representatives, surface features and construction plans Utility locations if shown hereon are based on field location of markings by Utility Company representatives, surface features and construction plans furnished to the surveyor. Additional sub-surface utilities may exist that have not been field located. 2. Easements or rights of way that appear on recorded plans or that have been furnished to the surveyor or by others have been incorporated into this Easements or rights of way that appear on recorded plans or that have been furnished to the surveyor or by others have been incorporated into this drawing with appropriate notation. Other easements may be discovered by a search of the Public Records. 3. Measurement methods used for this survey meet MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING CH. 61G17-6 requirements. Measurement methods used for this survey meet MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING CH. 61G17-6 requirements. 4. Not valid without the signature and raised seal of a Florida licensed surveyor and mapper. Not valid without the signature and raised seal of a Florida licensed surveyor and mapper. 5. Features shown by symbol as indicated in the legend are not to scale. Features shown by symbol as indicated in the legend are not to scale. 6. Based on the National Flood Insurance Program FIRM Map No. 12095C0260E, dated 12/06/2000, the above described property is within a special flood Based on the National Flood Insurance Program FIRM Map No. 12095C0260E, dated 12/06/2000, the above described property is within a special flood hazard Zone "X". 7. Vertical information shown hereon refers to a Orange County benchmark POINT# A1470020, being a 3-1/2" Orange County aluminum disc stamped Vertical information shown hereon refers to a Orange County benchmark POINT# A1470020, being a 3-1/2" Orange County aluminum disc stamped "A-1470-020" having an elevation of 89.482' North American Vertical Datum (NAVD88). 8. Horizontal positions for all features shown on the map are relative to North American Datum of 1983 (NAD83), 2007 adjustment, State Plane Coordinate Horizontal positions for all features shown on the map are relative to North American Datum of 1983 (NAD83), 2007 adjustment, State Plane Coordinate System, Florida East Zone. Control point used for this survey are Orange County control point# A1470020; distances shown are GRID distances. 9. I have reviewed the STR Index Documents for Section 15, Township 22 South, Range 30 East, (NE 1/4). I have reviewed the STR Index Documents for Section 15, Township 22 South, Range 30 East, (NE 1/4). 10. This Survey was performed without benefit of an abstract, title search, title opinion or title commitment. A title search may reveal additional information This Survey was performed without benefit of an abstract, title search, title opinion or title commitment. A title search may reveal additional information affecting the Parcel as shown. 11. Unless shown, only those visible features in the immediate vicinity of the above described parcel boundary have been located. Unless shown, only those visible features in the immediate vicinity of the above described parcel boundary have been located. 12. Dimensions are shown in feet and decimals thereof. Dimensions are shown in feet and decimals thereof. 13. The above described parcel contains 206,759 square feet or 4.75 acres, more or less. The above described parcel contains 206,759 square feet or 4.75 acres, more or less. 14. Water is provided to this site by public utilities. Water is provided to this site by public utilities. 15. No evidence of a septic tank and drain field were found on this site.No evidence of a septic tank and drain field were found on this site.

AutoCAD SHX Text South 1/2 of East 1/2, of North 1/4 of Northeast 1/4 of Northeast 1/4 of Section 15, Township 22 South, Range 30 East, as described in Deed Book 852, Page 131, of the Public Records of Orange County, Florida, AND The East 1/2 of the North 1/2 of the North 1/4 of NE 1/4 of NE 1/4 of Section 15, Township 22 South, Range 30 East, Orange County, Florida, less the East 30 feet thereof for road right of way as described in Official Records Book 3838, Page 4072, of the Public Records of Orange County, Florida, LESS The lands described in Official Records 1811, Page 759 & Official Records Book 5357, Pages 4380-4383, of the Public Records of Orange County, Florida for road right of way for Forsyth Road, as shown on sketch, SUBJECT TO The easements described in Official Records Book 5357, Pages 4384-4387 & Official Records Book 5721, Pages 3559-3567, of the Public Records of Orange County, Florida, as shown on survey

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= BACKFLOW PREVENTER

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= BURIED TELEPHONE PEDESTAL

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= CLEAN OUT

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= COMBINATION UTILITY POLE

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= DRAINAGE MANHOLE

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= ELECTRIC FIXTURE

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= ELECTRIC SERVICE METER

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= FLAT GRATE INLET

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= FLAGPOLE

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= GAS METER

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= DOWN GUY

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= HAND HOLE

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= IRON ROD

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= LANDSCAPE LIGHTING

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= LIGHT POLE

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= MITERED END SECTION

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MW

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= MONITORING WELL

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= NAIL W/DISC

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= UTILITY POLE

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= POST/BOLLARD

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= SANITARY MANHOLE

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= TRAFFIC SIGN

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CK

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= UNIDENTIFIED FEATURE OR OBJECT

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VAULT

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= VAULT

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= WATER METER

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= WATER VALVE

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= CROSS CUT

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%%ULEGEND & ABBREVIATIONS:

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PROJECT LOCATION

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COLONIAL DRIVE

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HANGING MOSS RD

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N FORSYTH RD

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FORSYTH RD

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UNIVERSITY BLVD

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ORANGE COUNTY

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ORLANDO

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VICINITY MAP

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NOT TO SCALE

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= RIGHT OF WAY

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= FINISH FLOOR ELEVATION

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FF

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= TRAVERSE POINT

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TRAV.PT.

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= SOUTHEASTERN SURVEYING

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SSMC

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& MAPPING CORPORATION

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NAD

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= NORTH AMERICAN DATUM

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= NORTH AMERICAN VERTICAL DATUM

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NAVD

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= END OF INFORMATION

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EOI

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= REINFORCED CONCRETE PIPE

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RCP

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PB

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= PLAT BOOK

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MB

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= MAP BOOK

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ORB

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= OFFICIAL RECORDS BOOK

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PG(S)

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= PAGE(S)

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INV

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= INVERT

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= PLAT

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= DEED

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= UNKNOWN UTILITY LINE

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-UNK-

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-WL-

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= WATER LINE

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= BURIED ELECTRIC LINE

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-BE-

UTILITY NOTES: ZERO GPR PENETRATION ON SITE, COULD NOT SEE ANY UTILITIES WITH GPR ON SITE.

REMOVE APPROXIMATELY 96-LF

OF CONCRETE RIBBON CURBING.

REFER TO SHEET C-200 FOR

EXTENT OF REMOVAL

INSTALL DOUBLE SILT FENCE

PER DETAIL THIS SHEET.

INSTALL INLET PROTECTION

PER DETAIL THIS SHEET (TYP).

REMOVE EXISTING ASPHALT

AND BASE MATERIAL.

REFER TO SHEET C-200 FOR

EXTENT OF REMOVAL.

OPEN CUT ASPHALT

PAVEMENT TO INSTALL

WATER LINE SERVICE TO

HOSE BIB. REFER TO SHEET

C-300 FOR PROPOSED

UTILITY IMPROVEMENTS.

15.43'

8'

INSTALL INLET PROTECTION

PER DETAIL THIS SHEET (TYP).

INSTALL INLET PROTECTION

PER DETAIL THIS SHEET (TYP).

INSTALL INLET PROTECTION

PER DETAIL THIS SHEET (TYP).

200 4020

VERIFY BEFORE SCALING DIMENSIONS

THIS PLAN MAY HAVE BEEN REDUCED IN SIZE

DEMOLITION &

EROSION

CONTROL PLAN

C-101

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ADCARCHITECTURAL DESIGN COLLABORATIVE

Architect ● Seal/Signature

Issue

Project Documents for:

Date Issue Description

Project:

Check By

945 N. PENNSYLVANIA AVENUE

WINTER PARK, FLORIDA 32789

OFFICE: (407) 629-1188

FAX: (407) 388-1220

WWW. ADCINTERNATIONAL.NET

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY CONSTANCE D.

SILVER, PE, A STATE OF FLORIDA PROFESSIONAL ENGINEER (LICENSE No. 54842)

USING AN SHA-1 AUTHORIZATION CODE ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPY OR

COPIES.

Civil Engineering Design Studio, Inc.

P.O. Box 520062 Longwood, Florida 32752-0062

PHONE: 407.488.9456 FAX: 407.641.9993

CERTIFICATE OF AUTHORIZATION # 28312

OC GOLDENROD STORAGE SHED

2530 N. Forsyth Road Orlando, FL 32807

01 06/05/23 60% CD's

21070

CDS

JSY AS SHOWN

02 07/05/23 90% CD's

GENERAL

NOTES

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Architect ● Seal/Signature

Issue

Project Documents for:

Date Issue Description

Project:

Check By

945 N. PENNSYLVANIA AVENUE

WINTER PARK, FLORIDA 32789

OFFICE: (407)…

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