Drawings.pdf

PDF 29 MB Posted Nov 22, 2023

Attached to: Fire Station #51 Security Upgrades
Solicitation number: Y24-744
Issued by: Orange County, Orlando City, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

This file contains construction drawings and specifications for a security improvements project for Orange County Fire Rescue Department's Fire Station 51, located at 1700 W Oak Ridge Road in Orlando, Florida. The project involves implementing new security features including an 8-foot high security fence, vehicle gates for fire rescue and employee access, new parking striping, concrete work, landscaping, irrigation modifications, and electrical upgrades including site lighting, camera systems, and access control infrastructure. The bid set is dated October 18, 2023, with a planned bid submission deadline of February 8, 2024, and an estimated project cost of $437,000.

The project scope encompasses comprehensive site modifications, including removing existing vegetation and fencing, installing new perimeter security infrastructure, upgrading electrical systems with new lighting and security cameras, and implementing landscaping and irrigation improvements. The drawings detail precise specifications for fence and gate systems, electrical infrastructure, photometric lighting plans, and site grading. Funding appears to be through Orange County government, with the project designed to enhance the security and operational functionality of Fire Station 51. The technical documents specify use of specific manufacturers like Montage II for fencing, ProAccess for gate systems, and Rain Bird for irrigation components, indicating a detailed and structured approach to infrastructure improvement.

View the file

Other files

File	Type	Posted
Fire_Station_#51_Security_Upgrades_(Addendum_#4_Revision).pdf	PDF	Jan 31, 2024
Sign_in_Sheet_-_Pre_Bid_&_Site_Visit.pdf	PDF	Jan 10, 2024
Y24-744_Pre-Bid_Presentation.pdf	PDF	Jan 10, 2024
Specifications.pdf	PDF	Nov 22, 2023

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Fire Station 51 Security Improvements Fence and Gate Implementation 1700 W Oak Ridge Rd Orlando, FL 32809

ORANGE COUNTY

FIRE RESCUE DEPARTMENT

SCOTT REEKIE

ORANGE COUNTY CAPITAL PROJECTS

400 E. SOUTH STREET

ORLANDO, FL 32801

407.408.2152

KMF ARCHITECTS

839 MAGNOLIA DRIVE

ORLANDO, FL 32803

407.298.1988

LIC # AA0003374

ORANGE COUNTY

GOVERNMENT

MAYOR - JERRY DEMINGS

COMMISSIONER - MARIBEL GOMEZ CORDERO

CHIEF JAMES FITZGERALD

CHIEF JOHN WESTMORELAND

CHIEF MICHAEL WAJDA

SGM ENGINEERING

935 LAKE BALDWIN LN,

ORLANDO, FL 32814

407.767.5188

CONTRACTOR ELECTRICALARCHITECTURE

VICINITY MAP

22-23-29-7268-72-001

PARCEL ID NUMBER

SHEET ISSUE

COVER SHEET,

DRAWING INDEX

AND VICINITY

PLAN

02G.000

SHEET TITLESHEET

DEMOLITION PLANAD.101

A.101

DRAWING INDEX

A.102

ISSUE NO. DATE

C.103 DEMOLITION & EROSION CONTROL PLAN

C I V I L

C.200 SITE PLAN

C.400 FIRE TRUCK ACCESS PLAN

T.100 TREE REMOVAL PLAN

L.100 LANDSCAPE PLAN

L.200 LANDSCAPE NOTES & DETAILS

E.001 ELECTRICAL SYMBOLS LEGEND

E.201 ELECTRICAL RENO SITE PLAN

E.202 SITE PHOTOMETRICS PLAN

L A N D S C A P E

E L E C T R I C A L

A R C H I T E C T U R A L

ARCHITECTURAL SITE PLAN

SITE DETAILS

PROJECT LOCATION

839 N. MAGNOLIA AVENUE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

C U

C E

G E

R D

O R

D O

, F L

-2 3-

-7

-0

PROJECT #:

DATE: 2023.07.11

2306.01

ERIC OSKAR KLEINSTEUBER

FLORIDA LICENSE # AR93580

ISSUE

ISSUE FOR PERMIT

AND CONSTRUCTION

NO. DATE

01 07.11.2023

TRI3 ENGINEERING

P.O. BOX 520062

LONG WOOD, FL 32752

407.488.9456

CIVIL

MAGLEY DESIGN

1817 E. WASHINGTON ST.

ORLANDO, FL 32803

(407) 719 3144

LANDSCAPE

E.802 ELECTRICAL DETAILS

ED.201 ELECTRICAL DEMO SITE PLAN

C.500 SITE DETAILS

L.300 IRRIGATION PLAN

L.400 IRRIGATION NOTES & SCHED'S

L.401 IRRIGATION DETAILS

G.000 COVER SHEET, DRAWING INDEX AND VICINITY PLAN

G E N E R A L

02 2023.08.09

G.001 GENERAL INFORMATION, BUILDING CODE & SUMMARY

A.103 SITE DETAILS

2023.07.11

2023.07.11 2023.07.11

2023.07.11

2023.07.11 2023.07.11 2023.07.11 2023.07.11 2023.07.11 2023.07.11

2023.07.11 2023.07.11 2023.07.11 2023.07.11

2023.07.11

E.801 ELECTRICAL DETAILS 2023.07.11

C.300 GRADING PLAN 2023.07.11

C.401 FIRE TRUCK ACCESS PLAN 2023.07.11

E.203 SITE LIGHT CUTSHEETS 2023.08.0901

PERMIT REVIEW

COMMENTS

02 08.09.2023

OCTOBER 18, 2023

BID SET

GENERAL NOTES

YARD DRAINYD

JOIST

JANITOR

JOINT

KNOCKOUT

KILO-POUND

KNOCKDOWN

ANGLE

LABORATORY

JOINT FILLER

JAN

LAB

KIP

LAMINATE

LIVE LOAD

LOW POINT

LINEAL FOOT

LIGHT FIXTURE

LAVATORY

LONG WAY

MASONRY

LIGHTWEIGHT

MAIL BOX

MAXIMUM

MATERIAL

MECHANICAL

LIGHTING

LAM

LAV

LLV

LLH

LTWT

MAX

MAT

MECH

MAS

LTG

ANCHOR BOLT

ACOUSTICAL

ADJUSTABLE

ADJACENT

AGGREGATE

ALTERNATE

ALUMINUM

AREA DRAIN

AVERAGE

ASPHALT

ARCHITECTURAL

APPROXIMATE

ANODIZED

BACK TO BACK

BASELINE

BOARD

BLOCKING

BUILDING

BITUMINOUS

BOTTOM

BASE PLATE

ABOVE FINISH GRADE

ABOVE FINISH FLOOR

ARCHITECT/ENGINEER

BOTTOM OF FOOTING

BOTTOM OF CURB

BENCHMARK, BEAM

MANHOLE

MINIMUM

MEZZANINE

MODULAR

MOVABLE

MISCELLANEOUS

MUNTIN

MULLION

MOUNTED

NUMBER

NEAR FACE

MOP RECEPTOR

MIN

MEZZ

MOD

MOV

MISC

MTD

MUNT

MULL

NIC

M/W

ON CENTER

OVERHEAD

OUTSIDE FACE

NOT TO SCALE

NORTH SOUTH

NOMINAL

OPPOSITE

OPENING

PLATE

PAVING

PRE-FINISHED

PROPERTY LINE

OPPOSITE HAND

NTS

NOM

OPP

OPNG

PFN

PAV

OPH

BRICK

BEARING

BETWEEN

BOTH WAYS

BASEMENT

BUILT-UP ROOF

CENTERLINE

CEMENT

CONTROL JOINT

CABINET HEATER

CORNER GUARD

CATCH BASIN

CEILING

CLEARANCE

CHALKBOARD

CABINET

COLUMN

CLEANOUT

COMBINATION

CROSS NOTCH

CONCRETE

COMPOSITION

CONTRACTOR

CONTINUOUS

COORDINATE

CONSTRUCTION

COURSE

CORNER

CONNECTION

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CONSTRUCTION JOINT

CORRUGATED, CORRIDOR

PANEL

PLYWOOD

PROPOSED

POUNDS PER LINEAR FOOT

PLUMBING

RABBET

PARTITION

QUARRY TILE

PLAM

PLF

PLBG

PNL

PSF

PRF

PROP

PLYWD

PSI

PTWD

PTN

RBT

ROOF DRAIN

REQUIRED

REFERENCE

RESIDENCE, RESILIENT

REFRIGERATOR

ROOFING

ROOM

SCHEDULE

SANITARY

RAILROAD

ROUGH OPENING

ROOF LEADER

REF

REFR

RES

REQD

REINF

RFG

SCH

SAN

REV

RCP

DETAIL

CENTER

COUNTERSINK

CERAMIC TILE

DIAMETER

DOUBLE HUNG

DIMENSION

DOWN

DEAD LOAD

DAMPPROOFING

DOOR

DITTO

DOWNSPOUT

DIAGONAL

DRAIN TILE

DRAWING

ELEVATION

EACH FACE

ENCLOSE

EMERGENCY

ELEVATOR

EQUIPMENT

EQUAL

ELECTRIC

DUCTILE IRON PIPE

DOVETAIL ANCHOR

DRINKING FOUNTAIN

EDGE OF PAVEMENT

EXPANSION JOINT

EMERGENCY SHOWER

EXPANSION BOLT

PLASTERPLAS

PLASTIC LAMINATE (HI-PRESS.)

MICROWAVE OVEN

LONG LEG VERTICAL

LONG LEG HORIZONTAL

MASONRY OPENING

NOT IN CONTRACT

OUTSIDE DIAMETER

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PRE-FORMED

PRESSURE TREATED WOOD

REVISED/REVISION

REFLECTED CEILING PLAN

SHEET

SHOWER

SIMILAR

SINK

SAW JOINT

SQUARE FOOT

SPECIAL

SQUARE

STEEL

STANDARD

SHEET METAL

SPECIFICATION

SLEEVE

SGT

SIM

SHT

SPC

SPEC

STL

STD

TREAD

SHORT WAY

SUSPENDED

STRUCTURAL

TELEPHONE

TRENCH DRAIN

TOP OF COLUMN

TOP & BOTTOM

STR

SUSP

SYM

T&G T&B

TEL

T/COL

T/C

STEEL JOISTSSTLJ

ESTIMATE

EXISTING

EXPOSED

EXHAUST

EXTERIOR

ELECTRIC WATER COOLER

TERRAZZO

THROUGH

TACKBOARD

TOP OF SLAB

TOP OF JOIST

TOP OF FOOTING

TELEVISION

TYPICAL

UNDERCUT

URINAL

UNFINISHED

UNDERGROUND

TOP OF WALL

T/FTG

TERR

THRU

TKBD

TYP

UNF

USGS

VARIES

VESTIBULE

VERTICAL

V-JOINT

WITH

WALL HYDRANT

WATER CLOSET

WIND LOAD

VCT

VAR

VEST

VERT

VTR

VCP

VWC

GLASS

GAUGE

GALVANIZED

GRADE

GAS METER

GOVERNMENT

GUTTER

GROUND

GRADE BEAM

GRANULAR

HOSE BIBB

HEADER

HARDBOARD

HANDICAPPED

GYPSUM

HARDWARE

HORIZONTAL

HIGH POINT

HEIGHT

HEADWALL

HEATING

HOUR, HANDRAIL

HOLLOW METAL

GALVANIZED METAL PIPE

GYPSUM WALLBOARD

TEMP

WITHOUT

WATERSTOP

WAINSCOT

WEIGHT

WATERPROOFING

W/O

WWF

WSCT

INCH

INSIDE FACE

INCLUDE

INSULATION

INVERT

INTERIOR

INSIDE DIAMETER

HARDWOOD

WATER METERWM

TOP OF CONCRETE

TONGUE & GROOVE

TOP OF MASONRY

VITRIFIED CLAY PIPE

WOOOD

VINYL WALL COVERING

WELDED WIRE FABRIC

VENT THRU ROOF

TEST BORING

TEMPORARY, TEMPERATURE

STRUCTURAL GLAZED TILE

STAINLESS STEEL

SYMMETRY, SYMMETRICAL

SECTIONSECT

ADJT

ADJ

AFF

A/E

AFG

AGG

ALT

ANOD

ASPH

ARCH

APPROX

B/B

AVG

B/F

BIT

BLDG

BLKG

BOT

B/C

BRK

BRG

BTWN

BSMT

BUR

CEM

CLR

CLG

CKBD

CAB

CMP

CMU

COMB

CONC

COMP

COL

CONT

CONST

COORD

CRS

CORR

COR

CONTR

CONN

CONST JT

CSK

CTR

DET

DIM

DIP

DMPF

DIAG

DIA(OR Ø )

DWG

DTA

ENCL

EMG

ELEV

EQUIP

ESEW

E/P

ELEC

EST

EXP

EXH

EXIST

EWC

EXT

GALV

GOVT

GWB

GUT

GRD

GRBM

GRAN

GMP

GYP

HDR

HDBD

HDW

HORIZ

HGT

HTG

INCL

INSUL

INV

INT

HWD

AND

NUMBER OR POUND

AMERICANS WITH DISABILITIES

ADDENDUM; ADDITION

ADDITIONAL

ADD

ADA

ADDL

ACCESS PANELAP

AUTOMATICAUTO

AUXILIARYAUX

AUDIO VISUALA/V

BRITISH THERMAL UNITSBTU

BRITISH THERMAL UNITS/HOURBTUH

CABINETCAB

CENTER TO CENTERC/C

CLOSED CIRCUIT TVCCTV

CLOSETCL

CARPETCPT

CUBICCU

CUBIC FEETCU.FT

CUBIC YARDCU.YD

CYL

DEGREEDEG

DEMOLITIONDEMO

DEPARTMENTDEPT

EDGE OF PAVEMENTE/P

EACHEA

GALLONGAL

GENERAL, GENERATORGEN

GENERAL CONTRACTORGC

GYPSUM BOARDGYPD

HIGHH

HEATERHTR

HVAC

INFORMATIONINFO

MAINTENANCEMAINT

METERM

MANUFACTURED, MANUFACTURERMFR

MILLIMETERMM

METALMTL

NOISE REDUCTION COEFFICIENTNRC

OUT TO OUTO/O

OFFICEOFF

OVERHEAD DOOROHD

OUNCEOZ

POUNDS PER CUBIC FOOTPCF

PT PRESSURE TREATED

QUANTITYQTY

RIGHT OF WAYR/W

RESILIENT BASERB

REM REMOVE, REMOVABLE

STAND PIPESP

SSK SERVICE SINK

STA STATION

STC SOUND TRANSMITION CLASS

STORAGESTO

SUPPLEMENTALSUPP

SYS SYSTEM

T/ TOP

T/B TOP OF BEAM

THICK, THICKNESSTHK

TOILETTLT

UNIT HEATERUH

UNDERWRITER'S LABORATORIESUL

UNLESS NOTED OTHERWISEUNO

VINYL COMPOSITION TILE

VERYFIED IN FIELDVIF

WOOD BASEWB

WIDE FLANGE (STRUCTURAL

STEEL), WASH FOUNTAIN

HEATING, VENTILATING & AIR CONDITIONING

REINFORCEMENT, OR REINFORCING

UNITED STATES GEOLOGICAL SURVEY

AT (THE RATE OF)

FOUNDATION

FASTEN(ER)

FLOOR DRAIN

FAR FACE

FIRE HYDRANT

FENCE LINE

FLASHING

FLEXIBLE

FINISH

FACE OF FINISH

FACE OF STUDS

FRAME

FOOT

FIREPROOFING

FLOOR

FIRE HOSE CABINET

FINISH FLOOR LINE

FINISH FLOOR ELEVATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FACE OF MASONRY

FACE OF CONCRETE

FULL SIZE/FLOOR SINK

FIRE HOSE RACK

FURRING

FUTURE

FOOTING

FACE TO FACE

FAS

FFE

FEC

FDN

FHR

FHC

FFL

FLG

FLEX

FIN

FOM

FOF

FOC

FOS

FLR

FUT

FUR

F/F

FTG

FACE OF CONCRETEF/C

FACE OF MASONRYF/M

FACE OF STUDSF/S

FIRE ALARMFA

FIRE RETARDANT TREATED WOODFRTWD

FURNISH, FURNITUREFURN

EMERGENCY SHOWER & EYE WASH

EACH WAY/EYE WASH/ EAST WEST

CYLINDER

R RADIUS/RISER

STANDARD ABBREVIATIONS

K L

Q R

C a

P,T,D

D a

GENERAL SYMBOLS

ALIGN

SPRINKLER HEAD

PLUG IN RECEPTACLE STRIP

SPECIAL PURPOSE RECEPTACLE

FLOOR MOUNTED DEVICE (P=POWER,

T=TELEPHONE, D=DATA)

DOUBLE DUPLEX RECEPTACLE

DUPLEX RECEPTACLE

(a=SWITCH LEG SPLIT WIRED)

EMERGENCY LIGHT FIXTURE

LOCATION OF HORN STROBE

C = CEILING-MOUNTED

LOCATION OF FIRE STROBE

EXHAUST VENT

SLOT DIFFUSER

AIR RETURN

AIR SUPPLY

TRACK LIGHTING OUTLET W/ FIXTURE

FLUORESCENT STRIP LIGHT

LIGHTING DIMMER ELECTRONIC

TYPE

THREE-WAY SWITCH

SWITCH (a = SWITCH LEG.)

WALL MOUNTED LIGHT FIXTURE

(SCONCE)

CEILING MTD. SURFACE OR

PENDANT LIGHT

RECESSED WALLWASHER

RECESSED DOWNLIGHT

2 X 4 FLUORESCENT FIXTURE

2 X 2 FLUORESCENT FIXTURE

STARTING OR REFERENCE POINT

COLUMN GRID NO./LETTER AND

CENTERLINE

ALIGN

DRYWALL BULKHEAD OR SOFFIT

2 X 2 SUSPENDED ACOUSTICAL

CEILING

EXISTING DRYWALL PARTITION TO

BE REMOVED

NEW DRYWALL PARTITION

DUPLEX RECEPTACLE WITH BUILT IN

GROUND FAULT INTERRUPTION (GFI)

DUPLEX RECEPTACLE, GROUND FAULT

INTERRUPTION WITH CAST ALUMINUM

WEATHERPROOF "IN USE" COVER (GFI)

DATA

TELEPHONE

TELEPHONE / DATA

X.XXX

REFERENCE SYMBOLS

SECTION NUMBER

SHEET NUMBER

DIRECTION OF CUT VIEW

X.XXX

DETAIL CONTENTS

SHEET NUMBER

DETAIL NUMBER

X.XXX

SECTIONS

ELEVATIONS

SHEET NUMBER

DIRECTION OF

ELEVATION VIEW

ELEVATION NUMBER

INDIVIDUAL VIEW MULTIPLE VIEWS

SHEET NUMBER

DIRECTION OF

ELEVATION VIEW

ELEVATION NUMBER

DETAILS

REVISIONS

CLOUD SURROUNDING

AREA OF CURRENT

REVISION

REVISION NUMBER

SPACE IDENTIFICATION

OPERATING

ROOM

101 ROOM NAME

ROOM NUMBER

(FIRST DIGIT INDICATES

FLOOR OR LEVEL)

GENERAL INTERIOR FINISH TAG

F0 W0 C0 B0 T0 R0

FLOOR FINISH

WALL FINISH - WHERE

APPLICABLE REFER TO

ACCENT WALL TAG

FOR SPECIFIC WALL

TREATMENT

CEILING FINISH

REMARK NUMBER

TRIM FINISH

BASE FINISH

D01

TAG DEFINITIONS

KEYNOTE TAG

DEMOLITION

KEYNOTE TAG

SPECIFIC

FINISH TAG

ELEVATION TARGETS PARTITION TYPES

PARAPET

XX'-XX"

TITLE OF TARGETED

OBJECT

HEIGHT OF OBJECT

FROM 0'-0"

LINE IDENTIFIES

TARGETED OBJECT

PARTITION BETWEEN TAGS

WILL BE CONSTRUCTED AS

SHOWN ON PARTITION TYPE

SHEETS RESPECTIVELY TO

TYPE INDICATED.

PARTITION TYPE TAG

INDICATES PARTITION

TYPE AND DIRECTION

UNTIL THE END OF THE

PARTITION OR A NEW

TAG OCCURS.

PARTITION

DOOR AND OPENING IDENTIFICATION

DOOR NUMBER.

REFERS TO DOOR

SCHEDULE FOR

COORDINATION OF

DETAILS.

A WINDOW TYPE.

REFERS TO DOOR

SCHEDULE FOR

COORDINATION OF

DETAILS.

BUILDING CODE ANALYSIS

SHEET ISSUE

GENERAL

INFORMATION,

BUILDING CODE

& SUMMARY

01G.001

839 N. MAGNOLIA AVENUE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

C U

C E

G E

R D

O R

D O

, F L

-2 3-

-7

-0

PROJECT #:

DATE: 2023.07.11

2306.01

ERIC OSKAR KLEINSTEUBER

FLORIDA LICENSE # AR93580

ISSUE

ISSUE FOR PERMIT

AND CONSTRUCTION

NO. DATE

01 07.11.2023

EXTERIOR RENOVATION OF EXISTING SITE. IMPLEMENTATION OF NEW

SECURITY FEATURES AND FENCING

1700 W. OAK RIDGE ROAD, ORLANDO, FL 32808

ORANGE COUNTY FIRE STATION 51 SECURITY IMPROVEMENTS

FENCE AND GATE IMPLEMENTATION

CODES IN EFFECT:

SCOPE OF PROJECT:

ADDRESS:

PROJECT:

SCOTT REEKIE, LEED AP ORANGE COUNTY, 407.408.2152CLIENT CONTACT:

ERIC KLEINSTEUBER KMF ARCHITECTS, 407.298.1988

2020 FLORIDA BUILDING CODE: BUILDING (7TH EDITION)

2020 FLORIDA BUILDING CODE: EXISTING BUILDING (7TH EDITION)

2020 FLORIDA BUILDING CODE: ACCESSIBILITY (7TH EDITION)

2020 FLORIDA FIRE PREVENTION CODE

NFPA 1, UNIFORM FIRE CODE FLORIDA EDITION (BASED ON NFPA 1, 2021

EDITION), NFPA 101, LIFE SAFETY CODE FLORIDA EDITION (BASED ON NFPA 101

LIFE SAFETY CODE, 2021 EDITION)

SEE CIVIL, LANDSCAPE, AND ELECTRICAL

SHEETS FOR APPLICABLE, GOVERNING CODES

ARCHITECT CONTACT:

2020 FLORIDA BUILDING CODE: PLUMBING (7TH EDITION)

THE SCOPE OF WORK FOR THIS PROJECT CONSISTS OF EXTERIOR WINDOWS & DOORS REPLACEMENT, INTERIOR ALTERATION & RENOVATION OF EXISTING GROUP HOME.

NEW USE SHALL BE STUDENT CENTER FOR LEARNING.

OCCUPANCY WILL CHANGE FROM GROUP R-3 TO MULTIPLE OCCUPANCY GROUP A-3 & B

THE INFORMATION CONTAINED HEREIN REFERS TO THE OVERALL, EXISTING BUILDING, AND IS FOR INFORMATIVE PURPOSES. ONLY AS IT IS KNOWN AND AS PRESENTED TO THE ARCHITECT BY THE OWNER.

99.

.1'

99.

4'98.

99.

.1' 100 .5'

.5' 100

.6'

.3'

.0' 99.

99.

.3'100

.4'

.3'

.5'

99.

.3'

.3'100

.19

.20

.38

.54FFE: 100.6

99.

42 99.

98.

80'

98.

90' 98.

80'

99.

3899.

98.

9598.

95'

98.

87'

99.

3' 99.

99.

4'99.

.3'

.6'

.8'

.4'

.6'

99.

5'99.

99.

.0'

.1'

99.

8' 99.

99.

.0'

.2'

.5'

.7'

.4'

.0'

99.

.0'

.4'

.9'

.7'

99.

.4'

.6'

.5'99.

99.

12'

99.

04'

99.

03'

.05

.00

.20

.34

.23

.4'

6" CAMPHOR

CATVS

13" Palm

11" Palm

8" Palm

.34

.00

.08

99.

94'

99.

99'

.06

.12

99.

10" Palm

18" Palm

.0'

.4'

.2'

.3'

.2'

.3'

.1'

99.

.2'

.4'

.3'99.

9'100 .1'

99.

3' 99.

99.

8' 99.

7' 99.

8' 100 .0'

99.

3'99.

99.

.1'

99.

.1'

.2'

99.

.1'

99.

8'99.

99.

.0' 100

.0'

.2' 99.

9' 100

.7'

.8'

98.

5'98.

6' 98.

6'98.

7'98.

4' 98.

98.

99.

98.

7'98.

6'98.

98.

97.

FFE: 99.9

99.

.2'

99.

1'99.

99.

.0'

99.

98.

99.

98.

8'98.

98.

28'

98.

57'

99.

12'

99.

30'

99.

47'

99.

73'

99.

82'

99.

80'

98.

99.

2'99.

99.

8' 99.

98.

33'

98.

53'

PWT1 E

98.

68'

98.

63'

98.

48'

97.

9498.

97.

98.

60'

98.

84'

98.

18'

98.

41'

98.

36' 98.

11'

98.

89'

99.

31'

99.

67'

99.

79'

99.

8'99.

99.

Flood Light

FFE: 100.3

.18

' 100 .05

.04

98.

87'98.

83' 98.

71'

98.

68' 98.

68'

99.

2'99.

0' 98.

99.

98.

99.

4'99.

5' 99.

6'100 .1'

99.

5'99.

7'100 .3'

99.

.0'

99.

2' 99.

99.

0'99.

98.

6'99.

0'98.

9'99.

0' 99.

0' 98.

99.

98.

99.

2' 99.

1' 99.

1'99.

2'98.

98.

99.

6' 99.

99.

.0'

.2'100

.1' 99.

7' 99.

7' 100 .0'

99.

5'100

.1'99.

11" Palm

13" Palm

13" Palm 15" Palm

FFE: 99.8

98.

39'

98.

18'

98.

04 98.

0398.

98.

1698.

98.

2898.

98.

99.

98.

9' 98.

98.

99.

2'99.

99.

5' 98

.8' 98.

99.

6' 99.

99.

3' 99.

5' 99.

99.

4'99.

98.

62'

98.

23'

98.

90'

99.

06'

98.

58'

98.

63'

98.

19'

98.

00'

98.

39'

98.

61'

99.

14'

99.

26'

99.

20'

99.

2899.

5599.

2199.

99.

0899.

4" CRAPE MYRTLE

18IN" Oak

99.

5' 99.

3' 99.

3'99.

99.

1'99.

.1'

99.

.1'

99.

5'99.

99.

98.

9' 98.

.6'

99.

.09

.10

.26

99.

7'99.

99.

.0'

99.

9' 99.

6' 99.

4' 99.

.1'

99.

9' 99.

8' 99.

99.

.0'

99.

1' 98.

99.

6' 99.

98.

2698.

98.

93'

99.

08'

99.

0099.

99.

0499.

99.

1599.

99.

4" CRAPE MYRTLE

99.

4'99.

99.

98.

71'

98.

67'

98.

80' 98.

98'

98.

8599.

99.

1'99.

99.

3999.

3399.

0299.

98.

8699.

98.

8099.

99.

98.

7899.

4" CRAPE MYRTLE

4" CRAPE MYRTLE99.

99.

1' 99.

4'99.

99.

98.

99.

98.

6'98.

99.

98.

99.

98.

8' 98.

99.

.1'

.0'

99.

98.

6'98.

8' 99.

99.

2'99.

6'99.

98.

55'

98.

86'

99.

02'

98.

97.

9898.

98.

97.

9098.

FFE: 99.6FFE: 99.6

99.

64'

99.

48'

99.

55' 99.

33' 99.

04' 98.

67'

99.

72'

99.

78'

99.

93'

99.

79'

99.

13'

99.

39'

98.

83'

99.

9599.

99.

.76

.26

.06

.5'100

.9'

.0'

.1'

99.

1' 99.

99.

98.

7699.

99.

98.

99.

8'100

.2'

.7'

14" Palm 12" PalmTREEPA13

10" Palm 13" Palm13" Palm

16" Palm

27" Palm

.04

.14

.40

.04

'100 .17

.01

'100 .09

99.

6'99.

8'100 .0'

99.

9' 12" Palm 99.

.03

99.

84'

99.

76'

99.

75'

.17

.15

.26

.31

.3'

.4'

.6'

.5'

6" Pine

.23

.14

.26

.03

99.

67'

99.

66'

99.

65'

MBX

10" Tree

16IN" Palm 6IN" Oak

H Y D Fire Hydrant

S 89°20'42" W 214.98'

°1 2'

N 89°22'12" E 214.98'

0°

'1 7"

12.0'

.0'

12.0'

.0'

.1'

38.0'

.1'

6.0'

.7'

6.0'

6.2

38.1'

.8'

28.0' 0.4'

16.8' 0.9'

44.0' 1.3' 9.7' 2.7

25.3' 1.0'

0.9'

.3'

0.9'

1.0'41.3'0.9' 1.0'

1.0'

FO FO FO FO FO FO FO

CATV

BEBE

BE BE BE BE BE BE BE BE BE BE

BE BE

BE BE BE BE BE BE

O U

W M

FO FO

FO FO FO

FO FO FO FO

FO FO FO FO FO FO FO FO FO

FO FO FO FO

FO FO

SS SS SS SS SS SS SS SS SS SS SS SS SS

SS SS

S 89°21'31" W 5314.09'

0°

'5 9"

FOUND 4"X4" CONCRETE

MONUMENT

(NO I.D.)

0.8' BELOW GROUND

FOUND 4"X4" CONCRETE

MONUMENT WITH NAIL AND DISK

STAMPED "RLS 1585 RLS 1819

1.5' BELOW GROUND

SIDEWALK 3.9' E.

FOUND 4"X4" CONCRETE

MONUMENT (BROKEN TOP)

(NO I.D.)

FOUND 4"X4" CONCRETE

MONUMENT STAMPED

"PRM 153"

SANITARY MANHOLE

TOP OF RIM =99.35

N. INVERT ELEVATION =93.15 (4" PVC)

W. INVERT ELEVATION = 93.10 (8" PVC)

S. INVERT ELEVATION =93.05 (6" PVC)

E. INVERT ELEVATION =92.99 (8" PVC)

SANITARY MANHOLE

TOP OF RIM =98.71

W. INVERT ELEVATION = 92.08 (8" PVC)

N. INVERT ELEVATION = 92.06 (8" PVC)

S. INVERT ELEVATION = 91.66 (8" PVC)

ONE - STORY CONCRETE BLOCK AND BRICK BUILDING

WITH ELEVATED CEILING 3 BAY DOOR GARAGE (FIRE STATION)

FFE AT (NORTH) BAY DOORS = 99.9'

FFE AT (SOUTH) BAY DOORS = 99.6'

0.4'0.4'

ONE - STORY

CONCRETE BLOCK BUILDING

WITH 3.0' OVERHANG

(SUPPLY BUILDING)

FFE = 100.3'

ONE AND 1/2 - STORY

CONCRETE BUILDING

(SCUBA REPAIR SHOP)

FFE = 100.6'

49.8

50.2

9.5

14.6

14.3

53.7

9.6

14.6

14.7

0.3

57.7

57.1

50.8

34.0

54.2

33.4

MONUMENTED

NORTH LINE OF THE NE 1/4

OF THE SW 1/4

SECTION 21

MONUMENTED

EAST LINE OF THE

NE 1/4 OF THE SW 1/4

OF SECTION 21

1700 WEST OAK RIDGE ROAD

PARCEL 1.48± ACRES

W. OAK RIDGE ROAD

R/W VARIES

S. R

G R

A N

D E A

VEN

E R

VAR

IES

2' CURBEDGE OF ASPHALT

EDGE OF

ASPHALT

EDGE OF

ASPHALT

EDGE OF

ASPHALT

EDGE OF

ASPHALT

EDGE OF

CONCRETE

EDGE OF

CONCRETE

EDGE OF

ASHPALT

EDGE OF

ASHPALT EDGE OF

CONCRETE

FUEL PUMP ISLAND

FUEL PUMP

EDGE OF

CONCRETE

CONCRETE SLAB

AC UNIT ON

CONCRETE SLAB

GENERATOR

CONCRETE SLAB

AC UNIT ON

CONCRETE SLAB

AC UNIT ON

CONCRETE SLAB

6' CHAIN LINK FENCE

CONCRETE SLAB

1' WIDE - 4' TALL

CONCRETE SIGN

1 & 1/2" PVC

BACKFLOW

PREVENTOR

6" STEEL

BACKFLOW

PREVENTOR

CONCRETE DRIVE

5'± SIDEWALK 5'± SIDEWALK

K 5'

8" CURB

2' CURB

6.15.39.9

5.1

5.3

5.2 5.4

3.9

0.3

0.0

0.3

0.0

4.7

SIDEWALK

4' S

GATE

CONCRETE

FOUND MAG NAIL

AND DISK "PSM 5866"

S. 0.08' , W. 2.93'

100'

99'

100'

99'

100'

98'

99'

2' CURB

EDGE OF

CONCRETE

SIDEWALK

CONCRETE AREA

BUILDING OVERHANG

4.5' BUILDING

OVERHANG

4.5' BUILDING

OVERHANG

ASHPALT CONCRETE

ASHPALT

CONCRETE

ASHPALT

CONCRETE

ASPHALT

49.9 49.8

50.1

50.2

.9 0'

2659.83'

36.4'46.2'

100'

CP15

CP16

CP17

CP18

CP19

ORANGE COUNTY

BENCHMARK

1316013

AC UNIT ON

CONCRETE PAD

AC UNIT ON

CONCRETE PAD

O U

OU OU

SAW-CUT AND REMOVE

CONCRETE AT JOINT LINES

APPROXIMATE

LOCATION OF EXISTING

CONCRETE JOINTS

REMOVE EXISTING

VEGETATION. REFER TO

SHEET C-200 FOR EXTENT

OF REMOVAL

REMOVE TREES

(TYP)

INSTALL SILT FENCE PER

DETAIL THIS SHEET

INSTALL SILT FENCE PER

DETAIL THIS SHEET

INSTALL SILT FENCE PER

DETAIL THIS SHEET

REMOVE FLOOD

LIGHT

REMOVE CHAIN

LINK FENCE

REMOVE EXISTING

VEGETATION. REFER TO

SHEET C-200 FOR EXTENT

OF REMOVAL

REMOVE EXISTING

VEGETATION. REFER TO

SHEET C-200 FOR EXTENT

OF REMOVAL

SAW-CUT AND REMOVE

CONCRETE AT APPROXIMATE

LOCATION. REFER TO SHEET

C-200 FOR EXTENT OF

REMOVAL.

REMOVE EXISTING

STRIPING

REMOVE

EXISTING

STRIPING

REMOVE EXISTING ASPHALT

AND BASE MATERIAL AS

NECESSARY TO PREPARE FOR

NEW CONCRETE INSTALLATION

PER SHEET C-200

REMOVE EXISTING ASPHALT

AND BASE MATERIAL AS

NECESSARY TO PREPARE FOR

NEW CONCRETE INSTALLATION

PER SHEET C-200

01 07.11.2023 BID & PERMIT

DEMOLITION

& EROSION

CONTROL

PLAN

C.103 90

200 4020

VERIFY BEFORE SCALING DIMENSIONS

THIS PLAN MAY HAVE BEEN REDUCED IN SIZE

CONSTANCE D. SILVER, PE, LEED AP

FL LICENSE # 54842

SHEET NUMBER ISSUE

Civil Engineering Design Studio, Inc.

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

PHONE: 407.488.9456 FAX: 407.641.9993

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.

839 N. MAGNOLIA AVENUE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

PROJECT #:

DATE: 07.11.23

2306.01

ISSUE

NO. DATE

C U

C E

G E

R D

O R

D O

, F L

-2 3-

-7

-0

1. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES PRIOR TO START OF ANY CONSTRUCTION ACTIVITY TO OBTAIN DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS, AS APPLICABLE. CONTRACTOR SHALL ALSO COORDINATE WITH ALL APPLICABLE UTILITY COMPANIES ON THE EXACT LOCATION OF UNDERGROUND UTILITIES AND ANY UTILITY ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF SEVEN (7) WORKING DAYS PRIOR TO

EXCAVATION.

2. THE LOCATION OF EXISTING UTILITIES PROVIDED ON THESE PLANS WERE DEPICTED FROM ACTUAL FIELD MEASUREMENTS AND/OR DERIVED FROM RECORD DRAWINGS THAT WERE VERIFIED FROM THE BEST AVAILABLE SOURCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THE LOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION TO DETERMINE IF THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO COORDINATE WITH UTILITY OWNERS, PROPERTY OWNER, AND ENGINEER OF RECORD TO RESOLVE THESE CONFLICTS. ALL UTILITIES SHALL BE FIELD

VERIFIED PRIOR TO START OF CONSTRUCTION.

3. EXISTING ROADWAY BASE MATERIALS, SUCH AS SHELL OR LIMEROCK, MAY BE UTILIZED IN STABILIZATION IF SUITABLE FOR

MIXING, AS APPROVED BY THE GEOTECHNICAL ENGINEER.

4. ALL DEBRIS AND WASTE MATERIALS GENERATED BY DEMOLITION ACTIVITIES OR SUBSEQUENT CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER AT AN APPROVED DISPOSAL FACILITY. THE CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR DEMOLITION, INCIDENTAL CONSTRUCTION WORK, EARTHWORK, AND HAULING WASTE MATERIALS AS REQUIRED BY ORANGE COUNTY AND/OR FDEP. ALL ASSOCIATED COSTS AND PERMIT FEES

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

5. THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING AND BRACING AS REQUIRED TO PROTECT ADJACENT STRUCTURES AND UTILITIES OR TO MINIMIZE TRENCH WIDTH AS NECESSARY. SHEETING AND SHORING SHALL BE

6. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE LATEST FLORIDA DEPARTMENT OF

TRANSPORTATION "ROADWAY DESIGN STANDARDS".

7. MAINTENANCE OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC WITHIN THE PROJECT LIMITS SHALL BE MAINTAINED AT ALL TIMES, UNLESS APPROVED OTHERWISE BY THE LOCAL CITY, COUNTY, OR STATE FDOT. IF DURING CONSTRUCTION ACCESS FOR LOCAL TRAFFIC IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE GOVERNING AGENCY A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH INDEXES OF THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FY 2023-24 STANDARD PLANS FOR ROAD CONSTRUCTION.

8. SILT SCREENS AND TURBIDITY BARRIERS INSTALLED MUST REMAIN IN PLACE AND MAINTAINED IN GOOD CONDITION AT ALL LOCATIONS SHOWN ON THE APPROVED EROSION CONTROL PLAN AND THE APPROVED STORMWATER POLLUTION PREVENTION PLAN (SWPPP) UNTIL ALL CONSTRUCTION ACTIVITIES ARE COMPLETED, SOILS ARE STABILIZED AND

VEGETATION HAS BEEN ESTABLISHED.

9. THE EROSION CONTROL MEASURES SET FORTH IN THESE PLANS ARE INTENDED AS MINIMUM STANDARDS. ANY ADDITIONAL EROSION CONTROL MEASURES REQUIRED BY ORANGE COUNTY, FDEP, SFWMD, OR FDOT BEYOND THAT WHICH HAS BEEN

SPECIFIED ON THE PLANS SHALL BE CONSIDERED AS INCLUDED WITHIN THIS CONTRACT.

10. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE DESIGN STANDARDS OF ORANGE COUNTY, SFWMD, FDEP, AND THE FDOT.

11. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO START OF CONSTRUCTION. SEDIMENTATION CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF OF THE

SITE.

12. SEDIMENT MATERIALS FROM WORK ON THIS PROJECT SHALL BE CONTAINED AND NOT ALLOWED TO COLLECT ON ANY OFF-PERIMETER AREAS OR DISCHARGE INTO WATERWAYS. THESE INCLUDE BOTH NATURAL AND MAN-MADE OPEN

DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS.

13. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION/SEDIMENT

CONTROL EFFORTS. ANY NECESSARY REMEDIES SHALL BE PERFORMED WITHOUT DELAY.

14. ALL MUD, DIRT OR OTHER MATERIALS TRACKED OR SPILLED ONTO EXISTING PUBLIC OR PRIVATE ROADS AND FACILITIES, DUE TO CONSTRUCTION SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL THE REQUIRED CONSTRUCTION PERMITS HAVE BEEN

OBTAINED PRIOR TO COMMENCING WORK.

16. THE CONTRACTOR SHALL MAINTAIN TREE PROTECTION MEASURES THROUGHOUT DURATION OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR MAY NOT BE ALLOWED TO STORE MATERIALS OR EQUIPMENT, INCLUDING VEHICULAR

PARKING, UNDER THE CANOPY OF TREES OR WITHIN TREE PROTECTED AREAS.

17. INGRESS AND EGRESS TO THE SITE DURING CONSTRUCTION IS ALLOWED ONLY THROUGH APPROVED SITE DRIVEWAYS.

18. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE AVAILABLE ON-SITE AT ALL TIMES DURING

CONSTRUCTION. THE CONTRACTOR SHALL PREPARE WEEKLY INSPECTION REPORTS PER FDEP.

1. NO PERSON SHALL CAUSE, LET, SUFFER, ALLOW, OR PERMIT THE EMISSIONS OF UNCONFINED PARTICULATE MATTER FROM ANY ACTIVITY, INCLUDING VEHICULAR MOVEMENT; TRANSPORTATION OF MATERIALS; CONSTRUCTION, ALTERATION, DEMOLITION OR WRECKING; OR INDUSTRIALLY RELATED ACTIVITIES SUCH AS LOADING, UNLOADING, STORING, OR

HANDLING; WITHOUT TAKING REASONABLE PRECAUTIONS TO PREVENT SUCH EMISSIONS.

2. REASONABLE PRECAUTIONS TO PREVENT SUCH EMISSIONS ARE LISTED IN THE ORANGE COUNTY CODE. REFER TO ORANGE COUNTY CODE CHAPTER 15: ENVIRONMENTAL CONTROL, ARTICLE III - AIR QUALITY CONTROL, 15-89.1 (b).

FFE: 100.6

6" CAMPHOR

CATVS

10" Palm

18" Palm

FFE: 99.9

PWT1 E

FFE: 100.3

11" Palm

13" Palm

13" Palm 15" Palm

FFE: 99.8

4" CRAPE MYRTLE

18IN" Oak

4" CRAPE MYRTLE

FFE: 99.6FFE: 99.6

14" Palm 12" PalmTREEPA13

10" Palm 13" Palm13" Palm

16" Palm

12" Palm

6" Pine

MBX

10" Tree

16IN" Palm 6IN" Oak

H Y D Fire Hydrant

S 89°20'42" W 214.98'

°1 2'

N 89°22'12" E 214.98'

0°

'1 7"

12.0'

.0'

12.0'

.0'

.1'

38.0'

.1'

6.0'

.7'

6.0'

6.2

38.1'

.8'

28.0' 0.4'

16.8' 0.9'

44.0' 1.3' 9.7' 2.7

25.3' 1.0'

0.9'

.3'

0.9'

1.0'41.3'0.9' 1.0'

1.0'

FO FO FO FO FO FO FO

CATV

BEBE

BE BE BE BE BE BE BE BE BE BE

BE BE

BE BE BE BE BE BE

O U

W M

FO FO

FO FO FO

FO FO FO FO

FO FO FO FO FO FO FO FO FO

FO FO FO FO

FO FO

SS SS SS SS SS SS SS SS SS SS SS SS SS

SS SS

S 89°21'31" W 5314.09'

0°

'5 9"

FOUND 4"X4" CONCRETE

MONUMENT

(NO I.D.)

0.8' BELOW GROUND

FOUND 4"X4" CONCRETE

MONUMENT WITH NAIL AND DISK

STAMPED "RLS 1585 RLS 1819

1.5' BELOW GROUND

SIDEWALK 3.9' E.

FOUND 4"X4" CONCRETE

MONUMENT (BROKEN TOP)

(NO I.D.)

FOUND 4"X4" CONCRETE

MONUMENT STAMPED

"PRM 153"

SANITARY MANHOLE

TOP OF RIM =99.35

N. INVERT ELEVATION =93.15 (4" PVC)

W. INVERT ELEVATION = 93.10 (8" PVC)

S. INVERT ELEVATION =93.05 (6" PVC)

E. INVERT ELEVATION =92.99 (8" PVC)

SANITARY MANHOLE

TOP OF RIM =98.71

W. INVERT ELEVATION = 92.08 (8" PVC)

N. INVERT ELEVATION = 92.06 (8" PVC)

S. INVERT ELEVATION = 91.66 (8" PVC)

ONE - STORY CONCRETE BLOCK AND BRICK BUILDING

WITH ELEVATED CEILING 3 BAY DOOR GARAGE (FIRE STATION)

FFE AT (NORTH) BAY DOORS = 99.9'

FFE AT (SOUTH) BAY DOORS = 99.6'

0.4'0.4'

ONE - STORY

CONCRETE BLOCK BUILDING

WITH 3.0' OVERHANG

(SUPPLY BUILDING)

FFE = 100.3'

ONE AND 1/2 - STORY

CONCRETE BUILDING

(SCUBA REPAIR SHOP)

FFE = 100.6'

49.8

50.2

9.5

14.6

14.3

53.7

9.6

14.6

14.7

0.3

57.7

57.1

50.8

34.0

54.2

33.4

MONUMENTED

NORTH LINE OF THE NE 1/4

OF THE SW 1/4

SECTION 21

MONUMENTED

EAST LINE OF THE

NE 1/4 OF THE SW 1/4

OF SECTION 21

1700 WEST OAK RIDGE ROAD

PARCEL 1.48± ACRES

W. OAK RIDGE ROAD

R/W VARIES

S. R

G R

A N

D E A

VEN

E R

VAR

IES

2' CURBEDGE OF ASPHALT

EDGE OF

ASPHALT

EDGE OF

ASPHALT

FUEL PUMP ISLAND

FUEL PUMP

CONCRETE

CONCRETE SLAB

AC UNIT ON

CONCRETE SLAB

GENERATOR

CONCRETE SLAB

AC UNIT ON

CONCRETE SLAB

AC UNIT ON

CONCRETE SLAB

1' WIDE - 4' TALL

CONCRETE SIGN

1 & 1/2" PVC

BACKFLOW

PREVENTOR

6" STEEL

BACKFLOW

PREVENTOR

CONCRETE DRIVE

5'± SIDEWALK 5'± SIDEWALK

K 5'

8" CURB

2' CURB

6.15.39.9

5.1

5.3

5.2 5.4

3.9

0.3

0.0

0.3

0.0

4.7

SIDEWALK

4' S

GATE

CONCRETE

FOUND MAG NAIL

AND DISK "PSM 5866"

S. 0.08' , W. 2.93'

2' CURB

EDGE OF

CONCRETE

SIDEWALK

CONCRETE AREA

BUILDING OVERHANG

4.5' BUILDING

OVERHANG

4.5' BUILDING

OVERHANG

ASHPALT CONCRETE

ASHPALT

CONCRETE

ASPHALT

49.9 49.8

50.1

50.2

.9 0'

2659.83'

36.4'46.2'

CP15

CP16

CP17

CP18

CP19

ORANGE COUNTY

BENCHMARK

1316013

AC UNIT ON

CONCRETE PAD

AC UNIT ON

CONCRETE PAD

O U

OU OU

EMPLOYEE GATE ACCESS

REFER TO SHEET A.102

FOR DETAILS

FIRE TRUCK GATE ACCESS

REFER TO SHEET A.102

FOR DETAILS

8 8

COMPACT COMPACT COMPACT COMPACTCOMPACT

ZONING: IND2/IND3

ZONING: C-2

15'

15' BLDG

SETBACK

7' L

15'

15' BLDG

SETBACK

7' LANDSCAPE BUFFER

' B

10' BLDG

SETBACK

XXX

X X

XXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXX

6" THICK

CONCRETE

8" THICK

CONCRETE

6" THICK

CONCRETE

EXISTING

MONITORING

WELL

8" CONC

BOLLARDS

CONCRETE WHEEL

STOPS (TYP)

5' x 18' EXTENDED 6"

THICK CONCRETE

FOR DUMPSTERS

MAN-GATE MAN-GATE

5'x5'

CONCRETE

PAD

MAN-GATE

8' HIGH SECURITY

FENCE. REFER TO

SHEETS A.102 AND

A.103 FOR DETAILS

8' HIGH SECURITY

FENCE. REFER TO

SHEETS A.102 AND

A.103 FOR DETAILS

42'R

22'

11.14'

10.93'

7' LANDSCAPE

BUFFER

10.44'

18'

22' 20' 20'

25.84'

9' TY

P 10

8.5'

12'

HANDICAP SIGN

AND SYMBOL

25.26' 5' WIDE GORE

STRIPED

CROSS-WALK

5'R

2'RTYP

15'RTYP

12'R

3'R

5'R

HANDICAP SIGN

AND SYMBOL

5' CONC

SIDEWALK

20'

62.04'

62.21'

5'R

LEGEND:

ASPHALT

6" THICK CONCRETE

SITE PLAN

C.200 01

200 4020

VERIFY BEFORE SCALING DIMENSIONS

THIS PLAN MAY HAVE BEEN REDUCED IN SIZE

CONSTANCE D. SILVER, PE, LEED AP

FL LICENSE # 54842

SHEET NUMBER ISSUE

Civil Engineering Design Studio, Inc.

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

PHONE: 407.488.9456 FAX: 407.641.9993

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.

839 N. MAGNOLIA AVENUE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

PROJECT #:

DATE: 07.11.23

2306.01

ISSUE

NO. DATE

C U

C E

G E

R D

O R

D O

, F L

-2 3-

-7

-0

8" THICK CONCRETE

EXISTING CONDITIONS: 1.48 ACRES (64,514.79 SF)

PERVIOUS = 0.60 AC= 40.80%26,323.94 SF =

TOTAL 100.00%

SEWER - ORANGE COUNTY UTILITIES

UTILITY SERVICES:

LAND USE: EXISTING FIRE STATION

WATER - ORLANDO UTILITIES COMMISSION

TOTAL

23,783.12 SF

11,530.00 SF

36.87%

17.87%

0.54 AC

0.27 AC

PERVIOUS

EXISTING BUILDING

DENSITY CALCULATIONS

1.48 ACRES

IND-2 / IND-3ZONING

PARCEL SIZE:

SITE DATA:

25'=FRONTBUILDING SETBACKS:

= =1.48 AC64,514.79 SF

=11,530.00 SF 17.87%= 0.27 AC=BUILDINGS

100.00%=

=29,201.67 SF 45.26%= 0.67 AC=IMPERVIOUS

=26,660.85 SF 41.33%= 0.61 AC=IMPERVIOUS

= 1.48 AC64,514.79 SF

(64,514.79 SF)

7.5'=ALL SIDESLANDSCAPE BUFFER:

ALL STRIPING SHALL BE THERMOPLASTIC PAINT

01 07.11.2023 BID & PERMIT

PROPOSED CONDITIONS: 1.48 ACRES (64,514.79 SF)

15'=EAST SIDE

15'=WEST SIDE

10'=REAR

IMPERVIOUS AREA INCREASE = 2,540.82 SF

99.

.1'

99.

4'98.

99.

.1' 100

.5'

.5' 100

.6'

.3'

.0' 99.

99.

.3'100

.4'

.3'

.5'

99.

.3'

.3'100

.19

.20

.38

.54FFE: 100.6

99.

42 99.

98.

80'

98.

90' 98.

80'

99.

3899.

98.

9598.

95'

98.

87'

99.

3' 99.

99.

4'99.

.3'

.6'

.8'

.4'

.6'

99.

5'99.

99.

.0'

.1'

99.

8' 99.

99.

.0'

.2'

.5'

.7'

.4'

.0'

99.

.0'

.4'

.9'

.7'

99.

.4'

.6'

.5'99.

99.

12'

99.

04'

99.

03'

.05

.00

.20

.34

.23

.4'

6" CAMPHOR

CATVS

.34

.00

.08

99.

94'

99.

99'

.06

.12

99.

10" Palm

18" Palm

.0'

.4'

.2'

.3'

.2'

.3'

.1'

99.

.2'

.4'

.3'99.

9'100 .1'

99.

3' 99.

99.

8' 99.

7' 99.

8' 100

.0'

99.

3'99.

3' 99.

4' 99.

99.

.1'

99.

.1'

.2'

99.

.1'

99.

8'99.

99.

.0' 100

.0'

.2' 99.

9' 100 .7'

.7'

.8'

98.

5'98.

6' 98.

6'98.

7'98.

4' 98.

98.

99.

98.

7'98.

6'98.

98.

97.

FFE: 99.9

99.

.2'

99.

1'99.

99.

.0'

99.

98.

99.

98.

8'98.

98.

28'

98.

57'

99.

12'

99.

30'

99.

47'

99.

73'

99.

82'

99.

80'

98.

99.

1'99.

2'99.

99.

8' 99.

98.

33'

98.

53'

PWT1 E

98.

68'

98.

63'

98.

48'

97.

9498.

97.

98.

60'

98.

84'

98.

18'

98.

41'

98.

36' 98.

11'

98.

89'

99.

31'

99.

67'

99.

79'

99.

8'99.

7' 99.

FFE: 100.3

.18

' 100 .05

.04

98.

87'98.

83' 98.

71'

98.

68' 98.

68'

99.

2'99.

0' 98.

99.

98.

99.

4'99.

5' 99.

6'100 .1'

99.

5'99.

7'100 .3'

99.

.0'

99.

2' 99.

99.

0'99.

3' 98.

98.

6'99.

0'98.

9'99.

0' 99.

0' 98.

99.

98.

99.

2' 99.

1' 99.

1'99.

2'98.

98.

99.

6' 99.

8' 99.

6' 99.

.0'

.2'100

.1' 99.

99.

7' 100

.0'

99.

5'100

.1'99.

11" Palm

13" Palm

13" Palm 15" Palm

FFE: 99.8

98.

39'

98.

18'

98.

04 98.

0398.

98.

1698.

98.

2898.

98.

99.

98.

9' 98.

98.

99.

2'99.

99.

5' 98

.8' 98.

99.

6' 99.

99.

3' 99.

99.

4'99.

98.

62'

98.

23'

98.

90'

99.

06'

98.

58'

98.

63'

98.

19'

98.

00'

98.

39'

98.

61'

99.

14'

99.

26'

99.

20'

99.

2899.

5599.

2199.

99.

0899.

4" CRAPE MYRTLE

18IN" Oak

99.

5' 99.

3' 99.

3'99.

99.

1'99.

.1'

99.

.1'

99.

5'99.

7' 99.

3' 99.

1' 99.

1' 98.

5' 98.

98.

9' 98.

.6'

99.

.09

.10

.26

99.

7'99.

99.

.0'

99.

9' 99.

6' 99.

4' 99.

.1'

99.

9' 99.

99.

.0'

99.

1' 98.

99.

6' 99.

2' 98.

98.

2698.

98.

93'

99.

08'

99.

0099.

99.

0499.

99.

1599.

99.

4" CRAPE MYRTLE

99.

4'99.

99.

98.

71'

98.

67'

98.

80' 98.

98'

98.

8599.

99.

1'99.

99.

3999.

3399.

0299.

98.

8699.

98.

8099.

99.

98.

7899.

4" CRAPE MYRTLE

4" CRAPE MYRTLE99.

99.

1' 99.

4'99.

99.

98.

99.

98.

6'98.

99.

98.

99.

98.

8' 98.

99.

.1'

.0'

99.

98.

6'98.

8' 99.

99.

2'99.

6'99.

98.

55'

98.

86'

99.

02'

98.

97.

9898.

98.

97.

9098.

FFE: 99.6FFE: 99.6

99.

64'

99.

48'

99.

55' 99.

33'

99.

04' 98.

67'

99.

72'

99.

78'

99.

93'

99.

79'

99.

13'

99.

39'

98.

83'

99.

9599.

99.

.76

.26

.06

.5'100

.9'

.0'

.1'

99.

1' 99.

99.

98.

7699.

99.

98.

99.

8'100

.2'

.7'

14" Palm 12" PalmTREEPA13

10" Palm 13" Palm13" Palm

16" Palm

.04

.14

.40

.04

'100 .17

.01

'100 .09

99.

6'99.

8'100 .0'

99.

9' 12" Palm 99.

.03

99.

84'

99.

76'

99.

75'

.17

.15

.26

.31

.3'

.4'

.6'

.5'100

.5'

6" Pine

.23

.14

.26

.03

99.

67'

99.

66'

99.

65'

MBX

10" Tree

16IN" Palm 6IN" Oak

H Y D Fire Hydrant

S 89°20'42" W 214.98'

°1 2'

N 89°22'12" E 214.98'

0°

'1 7"

12.0'

.0'

12.0'

.0'

.1'

38.0'

.1'

6.0'

.7'

6.0'

6.2

38.1'

.8'

28.0' 0.4'

16.8' 0.9'

44.0' 1.3' 9.7' 2.7

25.3' 1.0'

0.9'

.3'

0.9'

1.0'41.3'0.9' 1.0'

1.0'

FO FO FO FO FO FO FO

CATV

BEBE

BE BE BE BE BE BE BE BE BE BE

BE BE

BE BE BE BE BE BE

O U

W M

FO FO

FO FO FO

FO FO FO FO

FO FO FO FO FO FO FO FO FO

FO FO FO FO

FO FO

SS SS SS SS SS SS SS SS SS SS SS SS SS

SS SS

S 89°21'31" W 5314.09'

0°

'5 9"

FOUND 4"X4" CONCRETE

MONUMENT

(NO I.D.)

0.8' BELOW GROUND

FOUND 4"X4" CONCRETE

MONUMENT WITH NAIL AND DISK

STAMPED "RLS 1585 RLS 1819

1.5' BELOW GROUND

SIDEWALK 3.9' E.

FOUND 4"X4" CONCRETE

MONUMENT (BROKEN TOP)

(NO I.D.)

FOUND 4"X4" CONCRETE

MONUMENT STAMPED

"PRM 153"

SANITARY MANHOLE

TOP OF RIM =99.35

N. INVERT ELEVATION =93.15 (4" PVC)

W. INVERT ELEVATION = 93.10 (8" PVC)

S. INVERT ELEVATION =93.05 (6" PVC)

E. INVERT ELEVATION =92.99 (8" PVC)

SANITARY MANHOLE

TOP OF RIM =98.71

W. INVERT ELEVATION = 92.08 (8" PVC)

N. INVERT ELEVATION = 92.06 (8" PVC)

S. INVERT ELEVATION = 91.66 (8" PVC)

ONE - STORY CONCRETE BLOCK AND BRICK BUILDING

WITH ELEVATED CEILING 3 BAY DOOR GARAGE (FIRE STATION)

FFE AT (NORTH) BAY DOORS = 99.9'

FFE AT (SOUTH) BAY DOORS = 99.6'

0.4'0.4'

ONE - STORY

CONCRETE BLOCK BUILDING

WITH 3.0' OVERHANG

(SUPPLY BUILDING)

FFE = 100.3'

ONE AND 1/2 - STORY

CONCRETE BUILDING

(SCUBA REPAIR SHOP)

FFE = 100.6'

49.8

50.2

9.5

14.6

14.3

53.7

9.6

14.6

14.7

0.3

57.7

57.1

50.8

34.0

54.2

33.4

MONUMENTED

NORTH LINE OF THE NE 1/4

OF THE SW 1/4

SECTION 21

MONUMENTED

EAST LINE OF THE

NE 1/4 OF THE SW 1/4

OF SECTION 21

1700 WEST OAK RIDGE ROAD

PARCEL 1.48± ACRES

W. OAK RIDGE ROAD

R/W VARIES

S. R

G R

A N

D E A

VEN

E R

VAR

IES

2' CURBEDGE OF ASPHALT

EDGE OF

ASPHALT

EDGE OF

ASPHALT

FUEL PUMP ISLAND

FUEL PUMP

CONCRETE

CONCRETE SLAB

AC UNIT ON

CONCRETE SLAB

GENERATOR

CONCRETE SLAB

AC UNIT ON

CONCRETE SLAB

AC UNIT ON

CONCRETE SLAB

1' WIDE - 4' TALL

CONCRETE SIGN

1 & 1/2" PVC

BACKFLOW

PREVENTOR

6" STEEL

BACKFLOW

PREVENTOR

CONCRETE DRIVE

5'± SIDEWALK 5'± SIDEWALK

K 5'

8" CURB

2' CURB

6.15.39.9

5.1

5.3

5.2 5.4

3.9

0.3

0.0

0.3

0.0

4.7

SIDEWALK

4' S

GATE

CONCRETE

FOUND MAG NAIL

AND DISK "PSM 5866"

S. 0.08' , W. 2.93'

100'

99'

100'

99'

100'

98'

99'

2' CURB

EDGE OF

CONCRETE

SIDEWALK

CONCRETE AREA

BUILDING OVERHANG

4.5' BUILDING

OVERHANG

4.5' BUILDING

OVERHANG

ASHPALT CONCRETE

ASHPALT

CONCRETE

ASPHALT

49.9 49.8

50.1

50.2

.9 0'

2659.83'

36.4'46.2'

100'

CP15

CP16

CP17

CP18

CP19

ORANGE COUNTY

BENCHMARK

1316013

AC UNIT ON

CONCRETE PAD

AC UNIT ON

CONCRETE PAD

O U

OU OU

COMPACT COMPACT COMPACT COMPACTCOMPACT

XXX

X X

XXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXX

98.60

EXIST

MATCH

EXIST

MATCH

EXIST100.05

99.70

99.89 99.89

MATCH

EXIST

MATCH

EXIST

MATCH

EXIST

MATCH

EXIST

MATCH

EXIST

MATCH

EXIST

MATC

EXIS

MATCH

EXIST

100.30

ATCH

EXIST

MATCHEXIST

100.60

100.20

100.30

99.82

99.72

99.63

99.42

99.60 99.50

MATC

EXIS

5% M

REMOVE AND REPLACE

EXISTING SIDEWALK AS

NECESSARY TO MATCH

CONCRETE PAVEMENT

ELEVATION

MATC

EXIS

MATCH

EXIST

99.92

LANDING

EXTEND FENCE

RAILS TO BOTTOM

OF SWALE

LEGEND:

ASPHALT

CONCRETE

GRADING

PLAN

C.300 01

200 4020

VERIFY BEFORE SCALING DIMENSIONS

THIS PLAN MAY HAVE BEEN REDUCED IN SIZE

CONSTANCE D. SILVER, PE, LEED AP

FL LICENSE # 54842

SHEET NUMBER ISSUE

Civil Engineering Design Studio, Inc.

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

PHONE: 407.488.9456 FAX: 407.641.9993

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.

839 N. MAGNOLIA AVENUE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

PROJECT #:

DATE: 07.11.23

2306.01

ISSUE

NO. DATE

C U

C E

G E

R D

O R

D O

, F L

-2 3-

-7

-0

1. EXISTING TOPOGRAPHY AND ROADWAY RIGHT-OF-WAY DATA SHOWN ARE BASED UPON TOPOGRAPHIC SURVEY

BY WSP USA ENVIRONMENT & INFRASTRUCTURE, INC.

2. THE CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA LOCATIONS OF EXISTING UTILITIES, AND ALL OTHER SITE CONDITIONS PRIOR TO START OF CONSTRUCTION. BOUNDARY CORNERS SHALL BE MARKED AND

CLEARLY IDENTIFIED AT ALL TIMES DURING CONSTRUCTION.

3. ALL CONSTRUCTION WITHIN STREET RIGHTS-OF-WAY SHALL CONFORM TO APPLICABLE STATE AND LOCAL

JURISDICTIONAL REQUIREMENTS.

4. ALL OPEN DRAINAGE SWALES SHALL BE GRASSED, AND RIP RAP MUST BE PLACED AS NECESSARY TO CONTROL

EROSION (WHERE APPLICABLE).

5. THE CONTRACTOR IS RESPONSIBLE FOR STRIPPING AND STOCKPILING OF TOPSOIL. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR SPREADING 4" OF TOPSOIL ON LANDSCAPE AREAS AND REMOVING ALL EXCESS

TOPSOIL FROM THE SITE.

6. CONTRACTOR SHALL PROVIDE AND INSTALL TOPSOIL IN DISTURBED AREAS TO BE GRASSED, TO INCLUDE

PAVEMENT SHOULDERS AND DETENTION AREAS.

7. FOR BENCHMARK INFORMATION REFER TO BOUNDARY AND TOPOGRAPHIC SURVEY.

8. ALL GRADES SHOWN ARE FINISHED GRADES UNLESS NOTED OTHERWISE.

9. INLET ELEVATIONS AND MANHOLE ELEVATIONS ARE TOP OF RIM.

10. ALL MATERIALS, INSTALLATION, AND TESTING SHALL BE IN ACCORDANCE WITH ORANGE COUNTY FLORIDA AND THE FLORIDA DEPARTMENT OF TRANSPORTATION FY 2023-24 STANDARD PLANS FOR ROADWAY CONSTRUCTION.

WHERE THE SPECIFICATIONS CONFLICT, THE MOST STRINGENT SPECIFICATION SHALL APPLY.

11. COORDINATE VALUES, IF SHOWN, ARE BASED ON A LOCAL GRID ESTABLISHED BY THE SURVEYOR.

12. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED WITH ARGENTINE BAHIA SOD UNLESS NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL

MAINTAIN ALL AREAS UNTIL FINAL ACCEPTANCE.

13. SUBSURFACE INFORMATION FOR THIS PROJECT WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS AT TIME OF CONSTRUCTION. INFORMATION SHOWN, INCLUDING WATER LEVELS, REPRESENT EXISTING CONDITIONS AT THE SPECIFIC BORING LOCATIONS AND AT

THE TIME THE BORINGS WERE PERFORMED.

14. ALL REFERENCES TO PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS CONTRACT.

15. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON OR BELOW THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OR ARCHITECT OF RECORD, IN WRITING, AND WITHIN 48 HOURS OF DISCOVERY. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS

TO PROVIDE WRITTEN NOTIFICATION.

01 07.11.2023 BID & PERMIT

CATVS

10" Palm

18" Palm

FFE: 99.9

FFE: 100.3

11" Palm

13" Palm

13" Palm 15" Palm

FFE: 99.8

4" CRAPE MYRTLE

18IN" Oak

4" CRAPE MYRTLE

FFE: 99.6FFE: 99.6

14" Palm12" PalmTREEPA1310" Palm13" Palm13" Palm

16" Palm

12" Palm

6" Pine

MBX

10" Tree

16IN" Palm6IN" Oak T

Y D Fire Hydrant

S 89°20'42" W 214.98'

°1 2'

N 89°22'12" E 214.98'

0°

'1 7"

12.0'

.0'

12.0'

.0'

.1'

38.0'

.1'

6.0'

.7'

6.0'

6.2

38.1'

.8'

28.0'0.4' 16.8' 0.9' 44.0' 1.3' 9.7' 2.7

25.3'1.0' 0.9'

.3'

0.9' 1.0'41.3'0.9'

1.0'

1.0' 1.0'

FO FO FO FO FO FO

CATV

BE BE BE BE BE BE

BEBE BE BEBE

O U

W M

FO FO FO FO

FO FO FO FO FO FO

FO FO FO FO

FO FO

SS SS SS SS SS SS SS SS SS

0.4'0.4'

36.4'46.2'

O U

COMPACT COMPACT COMPACT COMPACTCOMPACT

X X

XXXXXXXXXXXXXXX

X X

XXXX

FFE: 100.6

6" CAMPHOR

CATVS

10" Palm

18" Palm

FFE: 99.9

FFE: 100.3

11" Palm

13" Palm

13" Palm 15" Palm

FFE: 99.8

4" CRAPE MYRTLE

18IN" Oak

4" CRAPE MYRTLE

FFE: 99.6FFE: 99.6

14" Palm12" PalmTREEPA1310" Palm13" Palm13" Palm

16" Palm

12" Palm

6" Pine

MBX

10" Tree

16IN" Palm6IN" Oak T

Y D Fire Hydrant

S 89°20'42" W 214.98'

°1 2'

N 89°22'12" E 214.98'

0°

'1 7"

12.0'

.0'

12.0'

.0'

.1'

38.0'

.1'

6.0'

.7'

6.0'

6.2

38.1'

.8'

28.0'0.4' 16.8' 0.9' 44.0' 1.3' 9.7' 2.7

25.3'1.0' 0.9'

.3'

0.9' 1.0'41.3'0.9'

1.0'

1.0' 1.0'

FO FO FO FO FO FO

CATV

BE BE BE BE BE BE

BEBE BE BEBE

O U

W M

FO FO FO FO

FO FO FO FO FO FO

FO FO FO FO

FO FO

SS SS SS SS SS SS SS SS SS

0.4'0.4'

36.4'46.2'

O U

COMPACT COMPACT COMPACT COMPACTCOMPACT

X X

XXXXXXXXXXXXXXX

X X

XXXX

FFE: 100.6

6" CAMPHOR

CATVS

10" Palm

18" Palm

FFE: 99.9

FFE: 100.3

11" Palm

13" Palm

13" Palm 15" Palm

FFE: 99.8

4" CRAPE MYRTLE

18IN" Oak

4" CRAPE MYRTLE

FFE: 99.6FFE: 99.6

14" Palm12" PalmTREEPA1310" Palm13" Palm13" Palm

16" Palm

12" Palm

6" Pine

MBX

10" Tree

16IN" Palm6IN" Oak T

H Y D Fire Hydrant

S 89°20'42" W 214.98'

°1 2'

N 89°22'12" E 214.98'

0°

'1 7"

12.0'

.0'

12.0'

.0'

.1'

38.0'

.1'

6.0'

.7'

6.0'

6.2

38.1'

.8'

28.0'0.4' 16.8' 0.9' 44.0' 1.3' 9.7' 2.7

25.3'1.0' 0.9'

.3'

0.9' 1.0'41.3'0.9'

1.0'

1.0' 1.0'

FO FO FO FO FO FO

CATV

BE BE BE BE BE BE

BEBE BE BEBE

O U

W M

FO FO FO FO

FO FO FO FO FO FO

FO FO FO FO

FO FO

SS SS SS SS SS SS SS SS SS

0.4'0.4'

36.4'46.2'

O U

COMPACT COMPACT COMPACT COMPACTCOMPACT

X X

XXXXXXXXXXXXXXX

X X

XXXX

FFE: 100.6

6" CAMPHOR

CATVS

10" Palm

18" Palm

FFE: 99.9

FFE: 100.3

11" Palm

13" Palm

13" Palm 15" Palm

FFE: 99.8

4" CRAPE MYRTLE

18IN" Oak

4" CRAPE MYRTLE

FFE: 99.6FFE: 99.6

14" Palm12" PalmTREEPA1310" Palm13" Palm13" Palm

16" Palm

12" Palm

6" Pine

MBX

10" Tree

16IN" Palm6IN" Oak T

E H

Y D Fire Hydrant

S 89°20'42" W 214.98'

°1 2'

N 89°22'12" E 214.98' N

0°

7" W

.1 5'

12.0'

.0'

12.0'

.0'

.1'

38.0'

.1'

6.0'

.7'

6.0'

6.2

38.1'

.8'

28.0'0.4' 16.8' 0.9' 44.0' 1.3' 9.7' 2.7

25.3'1.0' 0.9'

.3'

0.9' 1.0'41.3'0.9'

1.0'

1.0' 1.0'

FO FO FO FO FO FO

CATV

BE BE BE BE BE BE

BEBE BE BEBE

O U

W M

FO FO FO FO

FO FO FO FO FO FO

FO FO FO FO

FO FO

SS SS SS SS SS SS SS SS SS

0.4'0.4'

36.4'46.2'

O U

COMPACT COMPACT COMPACT COMPACTCOMPACT

X X

XXXXXXXXXXXXXXX

X X

XXXX

FIRE TRUCK

ACCESS PLAN

C.400 01

300 6030

VERIFY BEFORE SCALING DIMENSIONS

THIS PLAN MAY HAVE BEEN REDUCED IN SIZE

CONSTANCE D. SILVER, PE, LEED AP

FL LICENSE # 54842

SHEET NUMBER ISSUE

Civil Engineering Design Studio, Inc.

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

PHONE: 407.488.9456 FAX: 407.641.9993

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.

839 N. MAGNOLIA AVENUE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

PROJECT #:

DATE: 07.11.23

2306.01

ISSUE

NO. DATE

C U

C E

G E

R D

O R

D O

, F L

-2 3-

-7

-0

ORANGE COUNTY 95-PLATFORM

BODY WIDTH - 8.33'

TIRE TRACK WIDTH - 8.33'

LOCK-TO-LOCK TIME - 6.0

STEERING ANGLE - 44.2 DEGREES

MINIMUM CENTERLINE RADIUS - 29'

MODIFIED L-WAGON CROW 2004 (NL) EUROPE

AUTO-TURN 11.2 SOFTWARE

FIRE TRUCK TURNING RADIUS IS BASED ON THE

FOLLOWING MINIMUM APPARATUS CRITERIA:

01 07.11.2023 BID & PERMIT

CATVS

10" Palm

18" Palm

FFE: 99.9

FFE: 100.3

11" Palm

13" Palm

13" Palm 15" Palm

FFE: 99.8

4" CRAPE MYRTLE

18IN" Oak

4" CRAPE MYRTLE

FFE: 99.6FFE: 99.6

14" Palm12" PalmTREEPA1310" Palm13" Palm13" Palm

16" Palm

12" Palm

6" Pine

MBX

10" Tree

16IN" Palm6IN" Oak T

Y D Fire Hydrant

S 89°20'42" W 214.98'

°1 2'

N 89°22'12" E 214.98'

0°

'1 7"

12.0'

.0'

12.0'

.0'

.1'

38.0'

.1'

6.0'

.7'

6.0'

6.2

38.1'

.8'

28.0'0.4' 16.8' 0.9' 44.0' 1.3' 9.7' 2.7

25.3'1.0' 0.9'

.3'

0.9' 1.0'41.3'0.9'

1.0'

1.0' 1.0'

FO FO FO FO FO FO

CATV

BE BE BE BE BE BE

BEBE BE BEBE

O U

W M

FO FO FO FO

FO FO FO FO FO FO

FO FO FO FO

FO FO

SS SS SS SS SS SS SS SS SS

0.4'0.4'

36.4'46.2'

O U

COMPACT COMPACT COMPACT COMPACTCOMPACT

X X

XXXXXXXXXXXXXXX

X X

XXXX

FFE: 100.6

6" CAMPHOR

CATVS

10" Palm

18" Palm

FFE: 99.9

FFE: 100.3

11" Palm

13" Palm

13" Palm 15" Palm

FFE: 99.8

4" CRAPE MYRTLE

18IN" Oak

4" CRAPE MYRTLE

FFE: 99.6FFE: 99.6

14" Palm12" PalmTREEPA1310" Palm13" Palm13" Palm

16" Palm

12" Palm

6" Pine

MBX

10" Tree

16IN" Palm6IN" Oak T

Y D Fire Hydrant

S 89°20'42" W 214.98'

°1 2'

N 89°22'12" E 214.98'

0°

'1 7"

12.0'

.0'

12.0'

.0'

.1'

38.0'

.1'

6.0'

.7'

6.0'

6.2

38.1'

.8'

28.0'0.4' 16.8' 0.9' 44.0' 1.3' 9.7' 2.7

25.3'1.0' 0.9'

.3'

0.9' 1.0'41.3'0.9'

1.0'

1.0' 1.0'

FO FO FO FO FO FO

CATV

BE BE BE BE BE BE

BEBE BE BEBE

O U

W M

FO FO FO FO

FO FO FO FO FO FO

FO FO FO FO

FO FO

SS SS SS SS SS SS SS SS SS

0.4'0.4'

36.4'46.2'

O U

COMPACT COMPACT COMPACT COMPACTCOMPACT

X X

XXXXXXXXXXXXXXX

X X

XXXX

FIRE TRUCK

ACCESS PLAN

C.401 01

300 6030

VERIFY BEFORE SCALING DIMENSIONS

THIS PLAN MAY HAVE BEEN REDUCED IN SIZE

CONSTANCE D. SILVER, PE, LEED AP

FL LICENSE # 54842

SHEET NUMBER ISSUE

Civil Engineering Design Studio, Inc.

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

PHONE: 407.488.9456 FAX: 407.641.9993

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.

839 N. MAGNOLIA AVENUE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

PROJECT #:

DATE: 07.11.23

2…

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File details come from the government source that posted it. Updated Jun 27, 2025.