250707-CLAY_COUNTY_BAFFLES.pdf

PROJECT

LOCATION

GENERAL

G-001 SYMBOLS & DETAILS

CIVIL

C-100 GENERAL NOTES

C-101 GUN RANGE IMPROVEMENT PLAN

ARCHITECTURAL

A-101 PLAN, ELEVATION AND SECTION

VICINITY MAP:

DRAWING INDEX:

CLIENT:

ARCHITECTURAL & CIVIL:

335 S. LEGACY TRAIL, SUITE B-102

ST.AUGUSTINE, FL 32092 (904) 757-6106

LOCATION MAP:

PROJECT MAP:

CLAY COUNTY OAP -

SHOOTING BAFFLES

3829 SERGEANT

BRADLEY CROSE RD

MIDDLEBURG, FLORIDA 32068

JULY 7, 2025

CONTRACT DOCUMENTS FOR:

PERMIT/BID SET

20243867.0004

CLAY COUNTY

P.O BOX 1366

GREEN COVE SPRINGS, FL 32043

KINGSLEY LAKE

PROJECT

LOCATION

PROJECT

LOCATION

(GUN RANGE)

N

ORLANDO

SAINT AUGUSTINE

JACKSONVILLETALLAHASSEE

NEW SHOOTING BAFFLES

EARTH/COMPACT FILL

ROCK

BRICK (PLAN/SECTION)

METALS (SECTION)

PLYWOOD

BATT/LOOSE INSUL.

GLASS (ELEVATION)

POROUS FILL/GRAVEL

(PLANS/SECTIONS)

CONCRETE

BRICK (ELEVATION)

WOOD, FINISHED

GLASS BLOCK

CERAMIC TILE (ELEV)

(AROUND MEMBER)

SPRAY FIREPROOF

PLASTER(SECT.)

SAND/MORTAR

CONCRETE BLK.

(SECTION)

WOOD BLOCKING

RIGID INSUL.

EIFS (ELEV.)

PLASTER/PLAS BD.

ARCHITECTURAL ROOF

SHINGLES

A300

GRAPHIC SYMBOLS

ABBREVIATIONS

MATERIALS SYMBOLS

XXX

XXX

XXX

A

102A

X#.#

19'

A600

8 A600

COLUMN NO. (NEW)

FIRST FLR.

0.00'

WORK POINT

ELEV/FIN. FLOOR, ROOF)

CENTER LINE

WINDOW/FRAME TYPE

DOOR NUMBER

REVISION

WALL TYPE

ROOM

NAME/NUMBER

INDICATOR

NORTH ARROW

NO. OF SECTION

PLAN DETAILS

SHEET LOCATED ON

NEW DOOR

EXISTING DOOR

DOOR REMOVED

REVISION

PLACE W/ DATE IN REVISED

PORTION OF SHT.

NO. OF SECTION

SHEET LOCATED ON

INTERIOR ELEVATION INDICATOR

WALL SECTION INDICATOR

PLAN DETAIL INDICATOR

ELEV. NUMBER

SHEET LOCATED

INDICATED # OF VIEW

Passero Associates

DRAWING NO.:

DATE:

PROJECT NO.:

UNAUTHORIZED USE OF THESE DRAWINGS IS IN VIOLATION OF

FLORIDA ADMINISTRATIVE CODE 61G15-27-001 AND FLORIDA

STATUES 471.033(1). THESE PLANS ARE COPYRIGHT PROTECTED.

CLIENT:

STAMP:

PRINCIPAL IN CHARGE

PROJECT MANAGER

DESIGNER

(904) 757-6106335 S. LEGACY TRAIL, SUITE B-102

ST. AUGUSTINE, FL 32095

G-001

SYMBOLS & DETAILS

20243867.0004

JULY 7, 2025

CLAY COUNTY

Justin Vollenweider Danielle Martinez

P.O BOX 1366

GREEN COVE SPRINGS, FL

32043

3829 SERGEANT

BRADLEY CROSE RD

CLAY COUNTY OAP -

SHOOTING BAFFLES

TOWN/CITY: MIDDLEBURG

COUNTY: CLAY COUNTY STATE: Florida

PERMIT/BID SET

AFF ABOVE FINISH FLOOR

AD ACCESS DOOR

ACT ACOUSTICAL TILE

ADD ADDENDUM

ADJ ADJACENT

A/C AIR CONDITIONING

ALT ALTERNATE

ALUM ALUMINUM

AB ANCHOR BOLT

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ATTN ATTENUATION

AUTO AUTOMATIC

BM BEAM

BRG BEARING

BIT BITUMINOUS

BLK BLOCK

BLKG BLOCKING

BD BOARD

BOT BOTTOM

BRK BRICK

BC BRICK COURSE

BEJ BRICK EXPANS, JOINT

BLDG BUILDING

BUR BUILT-UP ROOFING

CAB CABINET

CH CABINET HEATER

CSW CASEWORK

CLG CEILING

CTR CENTER

C/L CENTER LINE

CMT CERAMIC MOSAIC TILE

CT CERAMIC TILE

CLR CLEAR

CW COLD WATER

COL COLUMN

N

1 COLUMN NO. (EXISTING)

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONSTR CONSTRUCTION

CLL CONTACT LIMIT LINE

CONT CONTINUOS

CNTOR CONTRACTOR

CJ CONTROL JOINT

CG CORNER GUARD

CNTR COUNTER

CS COUNTER SINK

CRS COURSE

DEMO DEMOLISH

DET DETAIL

DIAG DIAGONAL

DIA DIAMETER

DIM DIMENSION

DO DITTO

DR DOOR

DBL DOUBLE

DN DOWN

DWG DRAWING

EA EACH

EWC ELECTRIC WATER COOLER

ELEC ELECTRICAL

EL ELEVATION

ELEV ELEVATOR

EMERG EMERGENCY

ENCL ENCLOSURE

EQ EQUAL

EQUIP EQUIPMENT

EO EQUIPMENT BY OWNER

EXF EXHAUST FAN

EXIST EXISTING

EATD EXIT ACCESS TRAVEL

DISTANCE

EXP EXPANSION

EXPJ EXPANSION JOINT

EXPD EXPOSED

EXTN EXTENSION

EXT EXTERIOR

FACT FACTORY

FCU FAN COIL UNIT

FIN FINISHED

FA FIRE ALARM

FE FIRE EXTINGUISHER

FP FIRE PROOFING

FR FIRE RESISTANT

FLR FLOOR

FD FLOOR DRAIN

FL FLUSH

FT FOOT

FTG FOOTING

FDTN FOUNDATION

FO FRAME OPENING

FBC FURNISHED BY

CONTRACTOR

FBO FURNISHED BY OWNER

FUR FURRING

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GL GLASS

GB GRAB BAR

GWB GYPSUM WALL BOARD

HDCP HANDICAP

HDW HARDWARE

HDWD HARDWOOD

HTR HEATER

HTG HEATING

HVAC HEATING, VENTILATION AIR

CONDITIONING

HGT HEIGHT

HM HOLLOW METAL

ID INSIDE DIAMETER

IBC INSTALLED BY CONTRACTOR

INS. GL INSULATED GLASS

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JT JOINT

LAM LAMINATED

LAV LAVATORY

LH LEFT HAND

LCT LENGHT

LGT LIGHT

LTWT LIGHT WEIGHT

LF LINEAR FEET

LL LIVE LOAD

LOC LOCATION

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

MH MANHOLE

MFR MANUFACTURER

MAS MASONRY

MO MASONRY OPENING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MTP METAL TOILET PARTITION

MTL/S METALS

MIN MINIMUM

MISC MISCELLANEOUS

MOD MODULAR

MHP MOP HOPPER

NAT NATURAL

NRC NOISE REDUCTION

COEFICIENT

NOM NOMINAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO, # NUMBER

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OPH OPPOSITE HAND

OD OUTSIDE DIAMETER

OA OVERALL

OH OVERHEAD

PNT PAINTED

PN PANEL

PBD PARTICAL BOARD

PLAS PLASTER

PLAM PLASTIC LAMINATE

PLGL PLATE GLASS

PLUB PLUMBING

PLYWD PLYWOOD

POL POLISHED

PPGL POLISHED PLATE GLASS

PVP POLYVINYL CHLORIDE

PCF POUNDS PER CUBIC FEET

PLF POUNDS PER LINEAR FEET

PSF POUNDS PER SQUARE FEET

PSL POUNDS PER SQUARE INCH

PCP PRECAST CONCRETE PANEL

PREFAB PREFABRICATED

PREF PREFINISHED

PR PRIMED

PROJ PROJECTION

PL PROPERTY LINE

PT/S PT/S

QTY QUANTITY

RAD RADIUS

RWL RAIN WATER LEADER

RECPT RECEPTACLE (ELECTRIC)

REF REINFORCE (D) (ING)

RCP REINFORCE CONCRETE PIPE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

RA RETURN AIR

REV REVISION, REVISED

RH RIGHT HAND

RW RIGHT OF WAY

R RISER

RD ROOF DRAIN

RM ROOM

RO ROUGHT OPENING

SECT SECTION

SS SERVICE SINK

SHT SHEET

SIM SIMILAR

SPKR SPEAKER

SPEC SPECIFICATIONS

SQ SQUARE

SST STAINLESS STEEL

SP STAND PIPE

STD STANDARD

STL STEEL

SD STORM DRAIN

STORM STORM SEWER

STRUCTL STRUCTURAL

SGT STRUCTURAL GLAZED TILE

SUSP SUSPENDED

SW SWITCH

SWBD SWITCHBOARD

SYM SYMMETRICAL

TB TACKBOARD

TEL TELEPHONE

TV TELEVISION

TEMP TEMPERATURE, TEMPORARY

TEMPGL TEMPERED GLASS

TEX TEXTURE

THK THICKNESS

TOIL TOILET

T&G TONGUE AND GROOVE

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UV UNIT VENTILATOR

UNO UNLESS NOTED OTHERWISE

UR URINAL

VTR VENT THROUGH ROOF

VENT VENTILATOR

VIF VERIFY IN FIELD

VERT VERTICAL

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

WSCT WAINSCOT

WC WATER CLOSET

WR WATER REPELLANT

WS WEATHER STRIP

WGT WEIGHT

WWF WELDED WIRE FABRIC

WGL WIRE GLASS

W/O WITHOUT

WD WOOD

YD YARD

# HR FIRE RATING

X#.# WALL TYPE ONLY

THE ARCHITECT CERTIFIES TO THE BEST OF THEIR KNOWLEDGE AND BELIEF, THE PLANS AND SPECIFICATIONS ARE IN ACCORDANCE WITH THE

APPLICABLE REQUIREMENTS OF THE "FLORIDA BUILDING CODE".

BUILDING NOTES DURING CONSTRUCTION:

CONTRACTOR SHALL FOLLOW THE FLORIDA BUILDING CODE. THEY SHALL COMPLY WITH CHAPTER 33 "SAFEGUARDS DURING CONSTRUCTION" OF FLORIDA BUILDING CODE. THIS SECTION COVERS SAFETY DURING CONSTRUCTION AND THE PROTECTION OF ADJACENT PUBLIC AND PRIVATE PROPERTIES. THE ARCHITECT IS NOT RESPONSIBLE FOR ENFORCING THIS ON THE CONTRACTOR.

ARCHITECT'S CERTIFICATION

GENERAL NOTES:

1.

2.

3.

4.

5.

6.

7.

DESIGN AND CONSTRUCTION SHALL CONFORM TO ALL LOCAL AND STATE CODES, INCLUDING (BUT NOT LIMITED TO) THE 2023 FLORIDA BUILDING CODE, NFPA 101 LIFE SAFETY CODE, OSHA AND OTHER CODES GOVERNED BY THE JURISDICTION

IN WHICH THIS PROJECT IS BEING CONSTRUCTED.

THIS CONTRACT REQUIRES COMPLETE, FINISHED WORKABLE PROJECT OF THE AREAS INDICATED BY THE CONTRACT DOCUMENTS, AND SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO COMPLETE SAME, REGARDLESS OF WHETHER OR NOT EACH AND EVERY NECESSARY WORK OR ITEM IS SPECIFICALLY INDICATED ON ANY OTHER PORTION

OF THE DRAWINGS AND/OR NOTES.

WHERE MATERIALS REFERENCED ON DRAWINGS ARE NECESSARY TO COMPLETE THE WORK OF THIS CONTRACT SPECIFIED HEREIN, PROVIDE BEST QUALITY MATERIALS. WHERE MATERIALS ARE INTENDED TO MATCH EXISTING, PROVIDE CLOSEST POSSIBLE MATCH, SUBJECT TO OWNER'S APPROVAL. ALL ITEMS AND WORK ON DRAWINGS ARE NEW, UNLESS INDICATED EXISTING. ALL WORK WHICH HAS BEEN DAMAGED SHALL BE REPAIRED OR REPLACED. WHERE ITEM CANNOT BE REPAIRED TO A "NEW CONDITION", OR WHERE THE STRUCTURAL INTEGRITY HAS BEEN AFFECTED, ITEM SHALL BE REPLACED, AT NO

COST TO THE OWNER.

ALL CONTRACTORS ARE RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK, IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, CONFER

WITH ARCHITECT / ENGINEER AND CONSTRUCTION MANAGER FOR RESOLUTION.

UNLESS OTHERWISE SHOWN, FOOTINGS SHALL BEAR ON FIRM, LEVEL AND UNDISTURBED NATURAL SOIL OR SOLID ROCK.

BEARING GRADE SHALL BE FREE OF WATER, FROST, ROCKS, MATERIALS THAT COULD DECOMPOSE AND OR OTHER LOOSE

MATERIALS. SEE STRUCTURAL DRAWINGS FOR FURTHER SPECIFICATIONS.

REMOVE DEBRIS AND OTHER MATERIALS (RESULTING FROM DEMOLITION OR CONSTRUCTION) FROM SITE AS DEMOLITION OR CONSTRUCTION PROGRESSES. REMOVE RUBBISH FROM JOB SITE REGULARLY AND LEAVE PREMISES AND WORK IN CLEAN CONDITION. RUBBISH SHALL NOT BE ALLOWED TO ACCUMULATE AND SHALL BE APPROPRIATELY DISPOSED OF

PRIOR TO COMPLETION, CLEAN PREMISES FOR OCCUPANCY BY OWNER.

ALL CONTRACTORS ARE TO COORDINATE THE WORK WITH EACH OTHER, SO THAT THE WORK AND SCHEDULE ARE NOT IMPEDED. SCHEDULE WORK PROGRESS THROUGHOUT THE ENTIRE PROJECT TO PREVENT CONFLICTS AND INTERFERENCES.

OBTAIN ALL NECESSARY INFORMATION SUCH AS SIZES, LOCATIONS, TEMPLATES, LAYOUT, DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER AND WELL-COORDINATED INSTALLATION. PRIOR TO INSTALLATION OF ITEMS, CONFER WITH EACH CONTRACTOR FOR EXACT LOCATION OF ALL ITEMS.

BIDDER NOTES :

1.

2.

3.

4.

BIDDERS SHALL REVIEW DOCUMENTS INDEX AND VERIFY THAT THEY HAVE RECEIVED ALL COPIES OF ALL DOCUMENTS. DO NOT BID THE

PROJECT OR COMMENCE MANUFACTURING WITHOUT HAVING A COMPLETE SET OF DOCUMENTS.

BIDDERS SHALL PROMPTLY NOTIFY THE COUNTY'S PURCHASING DEPT. IN WRITING OF ANY AMBIGUITY, INCONSISTENCY, OR ERRORS WHICH THEY MAY DISCOVER UPON EXAMINATION OF THE BIDDING DOCUMENTS. DO NOT BID OR PROCEED IN AREAS OF DISCREPANCY

UNTIL ALL SUCH DISCREPANCIES ARE FULLY RESOLVED.

PRIOR TO SUBMITTING BIDS, THE CONTRACTOR SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS. THEY SHALL IMMEDIATELY NOTIFY THE COUNTY'S PURCHASING DEPT., IN WRITING, IF ANY DISCREPANCIES OR INCONSISTENCIES EXIST. FAILURE TO VERIFY THE EXISTING CONDITIONS SHALL NOT RELIEVE THE CONTRACTOR OF ANY EXPENSES OR RESPONSIBILITIES RESULTING FROM THAT

FAILURE.

THE CONTRACTOR SHALL INCLUDE, IN HIS BID, ALL COSTS ASSOCIATED WITH MATERIAL HANDLING, STORAGE AND DELIVERY.

NO. DATE BY DESCRIPTION

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Project No.

Date:

Drawing No.

Project Manager Principal-in-Charge

Passero Associates

Client:

Stamp:

Andrew Holesko

No.

THESE PLANS ARE COPYRIGHT PROTECTED.

ADMINISTRATIVE CODE 61G15-27.001 AND FLORIDA STATUTES 471.033(1).

UNAUTHORIZED USE OF THESE DRAWINGS IS IN VIOLATION OF FLORIDA

c

Date By Description

Client:

Civil Engineer Designed by

NOT APPROVED UNLESS ACCOMPANIED WITH

A VALID SIGNATURE

M. SINGLETARY, P.E.

ENGINEER OF RECORD LICENSE

#71535

C100 20243867.0004

JULY 7, 2025

MIDDLEBURG

CLAY COUNTY, FLORIDA

CLAY COUNTY

PARKS &

RECREATION

Drawing Title:

MIDDLEBURG

CLAY COUNTY, FLORIDA

Project Location:

Prepared For:

W. MASTERS

M. SINGLETARY

J. VOLLENWEIDER

CLAY COUNTY

OUTDOOR

ADVENTURE PARK

GENERAL

NOTES

GENERAL NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.

CONTRACTOR SHALL TAKE PRE-CONSTRUCTION VIDEO AND PHOTOS AND PROVIDE THEM TO THE

ENGINEER/ARCHITECT/OWNER TO DOCUMENT EXISTING SITE CONDITIONS.

2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE

COMMENCING WORK.

3. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK EXCEPT THOSE ALREADY OBTAINED BY THE OWNER; PERMITS OBTAINED BY THE OWNER CONSIST OF CLAY COUNTY DEVELOPMENT REVIEW COMMITTEE PERMIT AND ST. JOHNS RIVER WATER MANAGEMENT PERMIT. COST TO BE INCLUDED UNDER MOBILIZATION. ALL COSTS ASSOCIATED WITH MAINTENANCE OF HAUL ROADS, ACCESS ROADS, RESTORATION OF

SURFACES DISTURBED SHALL BE INCLUDED IN MAINTENANCE & PROTECTION OF TRAFFIC.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS. UNDERGROUND UTILITY LAYOUT INFORMATION WAS COMPILED FROM AS-BUILT INFORMATION AND EXISTING RECORD PLANS AND IS OFFERED SOLELY FOR THE PURPOSE OF PROVIDING THE CONTRACTOR WITH DATA AVAILABLE TO THE ENGINEER. THE ACTUAL LOCATIONS IN THE FIELD MAY BE DIFFERENT FROM THAT SHOWN.

5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER.

6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ORDINANCES OF CLAY

COUNTY, FL.

7. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER AND OWNER ON ALL ROADWAY SUB-GRADE, BASE, AND

ASPHALT; AND ALL PIPE BACKFILL CROSSING VEHICULAR USE AREAS.

8. SLOPE GRADES FROM PROPOSED ELEVATIONS SHOWN TO EXISTING GRADE AT PROPERTY LINE.

9. ENGINEER AND THE AUTHORITY HAVING JURISDICTION SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY

INSPECTION.

10. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M.U.T.C.D. STANDARDS.

11. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST REVISION, AND THE CLAY COUNTY UTILITY

DEPARTMENT WATER, WASTEWATER, AND REUSE STANDARDS MANUAL.

12. ALL WORK IS INCLUDED UNDER THE BASE BID UNLESS OTHERWISE NOTED.

13. ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). ALL COORDINATES, BEARINGS AND DISTANCES ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD 83).

14. ANY IRON PINS, CONCRETE MONUMENTS, SURVEY MONUMENTS, OR OTHER ITEMS DEFINING PROPERTY LINES OR BASELINES WHICH ARE DISTURBED SHALL BE PROPERLY TIED AND ACCURATELY RESET UPON COMPLETION OF WORK

BY THE CONTRACTOR AT NO COST TO THE OWNER.

15. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED. ANY AREA OUTSIDE THE PROPOSED GRADING LIMITS WHICH REQUIRES RESTORATION SHALL BE FINE-GRADED, TOPSOILED, AND HYDROSEEDED WITH ARGENTINE BAHIA. FINE GRADING SHALL BE SHAPED TO ALLOW SURFACE DRAINAGE AND CONFORM TO SMOOTH TRANSITIONS

WITH SURROUNDING GRADE.

16. EROSION CONTROL: PROVIDE AND MAINTAIN EROSION CONTROL MEASURES IN CONFORMANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. MAINTAIN CONTROL MEASURES UNTIL PAVING IS COMPLETE AND LAWN AREAS ARE FULLY DEVELOPED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF SEDIMENT LADEN RUNOFF RESULTING FROM STORM EVENTS DURING CONSTRUCTION OF THIS PROJECT. SILT FENCING AND OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR PRIOR TO AND THROUGHOUT CONSTRUCTION PERIOD SO AS TO PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTY, WETLAND JURISDICTIONAL AREAS AND SURFACE WATERS. STABILIZATION AND RE-VEGETATION OF ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE ACCOMPLISHED AS SOON AS POSSIBLE FOLLOWING THE PROCESS OF DISTURBANCE TO REDUCE THE POTENTIAL FOR FURTHER SOIL EROSION AND SEDIMENTATION OF LOWER LYING

AND DOWNSTREAM AREAS.

17. CONSTRUCTION DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. DEWATERING MAY REQUIRE A DEWATERING PERMIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DEWATERING PERMIT FOR HIS

WORK.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFELY MAINTAINING THE CONSTRUCTION SITE THROUGHOUT THE

PERIOD OF CONSTRUCTION.

19. THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER WITH COPIES OF RECORD LOGS, TEST RESULTS

AND SUPPORTING DOCUMENTATION WITHIN 30 DAY S OF COMPLETION OF THE WORK.

20. THE CONTRACTOR SHALL NOT LEAVE CONSTRUCTION EQUIPMENT RUNNING OR UNATTENDED.

21. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK

ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT.

22. THE ENGINEER, ARCHITECT, OWNER, AND AHJ RESERVE THE RIGHT TO EXAMINE ANY WORK DONE ON THIS PROJECT AT ANY TIME TO DETERMINE CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, AND ALL FEDERAL, STATE AND LOCAL CODES, AS INTENDED AND INTERPRETED BY THE ENGINEER, ARCHITECT, OWNER, OR AHJ.

CALL 48 HOURS BEFORE

YOU DIG IN FLORIDA, IT'S THE LAW

SITE WORK GENERAL NOTESCONTRACTOR'S SITE SAFETY REQUIREMENTS

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING

SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

PASSERO ASSOCIATES

355 S. LEGACY TRAIL, SUITE B-102

ST. AUGUSTINE, FL 32092

CERTIFICATE OF AUTHORIZATION 3428

MATTHEW R. SINGLETARY, P.E., NO. 71535

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY MATTHEW RYAN

SINGLETARY ON THE DATE ADJACENT TO

THE SEAL:

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

SAFETY NOTES:

1. DEBRIS BURNING, IF ALLOWED, MUST BE APPROVED IN WRITING BY THE OWNER. ALL PERMITS ARE THE

RESPONSIBILITY OF THE CONTRACTOR.

2. STOCKPILE EROSION AND DUST CONTROL - STOCKPILED MATERIAL AND OPEN EXCAVATIONS SHALL BE TREATED

IN SUCH A MANNER AS TO PREVENT MOVEMENT RESULTING FROM WIND.

3. DEBRIS CONTROL - DEBRIS, WASTE AND LOOSE MATERIAL SHALL BE CONTROLLED TO PREVENT THEM FROM BLOWING ACROSS THE FACILITY. THE ENGINEER, ARCHITECT OR OWNER MAY DIRECT THAT DEBRIS PROBLEMS DURING CONSTRUCTION NOT CORRECTED BY THE CONTRACTOR BE CORRECTED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR. NO OPEN TOP DUMPSTERS ARE ALLOWED IN THE PROJECT OR STAGING AREA. TRUCKS

SHALL COVER THEIR LOAD TO MINIMIZE WIND BORNE DEBRIS.

4. THE CONTRACTOR'S OPERATIONS SHALL BE LIMITED TO WORK AREA LIMITS DESIGNATED IN THE PLANS. FENCING SHALL BE INSTALLED AS NEEDED TO DELINEATE THE WORK AREA, AND AS REQUIRED BY THE OWNER. ALL CONTRACTOR MATERIALS AND EQUIPMENT SHALL REMAIN WITHIN THE WORK AREA LIMITS AND BE STORED IN

DESIGNATED STAGING AREAS DURING OFF HOURS.

5. THE SITE IS DIRECTLY ACCESSIBLE FROM PUBLIC ROAD RIGHT-OF-WAY. THE ADJACENT PUBLICLY ACCESSIBLE FACILITIES SHALL REMAIN OPEN AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFE

CONDITIONS FOR PUBLIC ACCESS.

Stamp:

PERMIT SET

Sheet List Table Sheet Number Sheet Title

C100 GENERAL NOTES

C101 GUN RANGE IMPROVEMENT PLAN

CLAY COUNTY

P.O BOX 1366

GREEN COVE SPRINGS, FL

32043

AutoCAD SHX Text 355 S. Legacy Trail, Suite B-102

AutoCAD SHX Text Saint Augustine, FL 32092

AutoCAD SHX Text Town/City:

AutoCAD SHX Text

(904) 757-6106

AutoCAD SHX Text Fax: (904) 757-6107

AutoCAD SHX Text Certificate of Authorization # 3428

AutoCAD SHX Text Revisions

AutoCAD SHX Text County/State:

PROPOSED OVERHEAD

BAFFLE. 1 OF 4 (TYPICAL).

EXISTING RANGE BUILDINGS.

EXISTING

PARKING FACILITY

CLAY COUNTY

OUTDOOR

ADVENTURE PARK

SERGEANT BRADLEY

CROSE ROAD

EXISTING

SIDEWALK.

EXISTING SAFETY BERM TOP.

EXISTING SAFETY BERM TOP.EXISTING SAFETY BERM.

EXISTING SAFETY BERM TOE.

EXISTING SAFETY BERM TOE.

EL: 84.00

EXISTING

STORMWATER

FACILITY

EXISTING FIRING

RANGE

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Project No.

Date:

Drawing No.

Project Manager Principal-in-Charge

Passero Associates

Client:

Stamp:

Andrew Holesko

No.

THESE PLANS ARE COPYRIGHT PROTECTED.

ADMINISTRATIVE CODE 61G15-27.001 AND FLORIDA STATUTES 471.033(1).

UNAUTHORIZED USE OF THESE DRAWINGS IS IN VIOLATION OF FLORIDA

c

Date By Description

Client:

Civil Engineer Designed by

NOT APPROVED UNLESS ACCOMPANIED WITH

A VALID SIGNATURE

M. SINGLETARY, P.E.

ENGINEER OF RECORD LICENSE

#71535

C101 20243867.0004

JULY 7, 2025

MIDDLEBURG

CLAY COUNTY, FLORIDA

CLAY COUNTY

PARKS &

RECREATION

Drawing Title:

MIDDLEBURG

CLAY COUNTY, FLORIDA

Project Location:

Prepared For:

40'0' 20' 80'

SCALE: 1" = 40'

W. MASTERS

M. SINGLETARY

J. VOLLENWEIDER

CLAY COUNTY

OUTDOOR

ADVENTURE PARK

LEGEND

PROPOSED IMPROVEMENT AREA

PROPOSED OVERHEAD BAFFLES

GUN RANGE

IMPROVEMENT

PLAN

BID/PERMIT SET

CLAY COUNTY

P.O BOX 1366

GREEN COVE SPRINGS, FL

32043

AutoCAD SHX Text 355 S. Legacy Trail, Suite B-102

AutoCAD SHX Text Saint Augustine, FL 32092

AutoCAD SHX Text Town/City:

AutoCAD SHX Text

(904) 757-6106

AutoCAD SHX Text Fax: (904) 757-6107

AutoCAD SHX Text Certificate of Authorization # 3428

AutoCAD SHX Text Revisions

AutoCAD SHX Text County/State:

A-101

A-101

NEW OVERHEAD BAFFLE

5'

0"

0'

0"

EXISTING RANGE BUILDING

TYP.

150' - 0"

NEW OVERHEAD BAFFLE

0'

0"

NEW OVERHEAD BAFFLE

NEW OVERHEAD

BAFFLE TO BE

INSTALLED OVER

EXISTING DIRT

BERM

A-101

5V .I.

F

0'

0"

150' - 0"

ALL BAFFLE

DIMENSIONS ARE

PROVIDED FROM THE

FIRING LINE.

0'

0"

(3) 10" DIA, STACKED POLES, UC4B

GRADE PRESSURE TREATMENT

5'

6" 6"

FILL POST HOLES WITH 4000 PSI FAST SETTING CONCRETE

6" MIN COMPACTED GRAVEL LAYER UNDERNEATH FOR DRAINAGE

(2) SIMPSON SDWH TIMBER HEX-

HDG 15" SCREWS EACH SIDE @

EACH POLE

(3) 10" DIA. POLE COLUMNS, UC4B

GRADE PRESSURE TREATMENT

SIMPSON SDWTH TIMBER HEX-HDG

15" STAGGERED SCREWS @ 3'-0"

OC, TYP AT POSTS

POLE ENDS TO BEAR HALF ON

WOOD POSTS AND BE SNUG NEXT

TO POLES GOING IN OPPOSITE

DIRECTION. SEE 4/A-102

3' - 0"

A-101

TYP.

30' - 0"

TYP.

30' - 0"

C

LR

LAP MIDDLE POLE IN CENTER OF 30' SPAN

SIMPSON SDWH TIMBER HEX-HDG

15" SCREWS @ 3'-0", T&B

STAGGERED, ALONG LENGTH OF

POLES

LAP MIDDLE POLE IN CENTER OF 30' SPAN

SIMPSON SDWH TIMBER HEX-HDG

15" SCREWS @ 3'-0", T&B

STAGGERED, ALONG LENGTH OF

POLESA-101

GENERAL NOTES:

1. INTENT OF PROPOSED BAFFLES IS TO PROVIDE SHOOTING GUIDANCE

ONLY. BAFFLES ARE NOT INTENDED TO ABSORB ROUNDS.

EQ EQ

SIMPSON SDWH

TIMBER HEX-HDG 15"

SCREWS @ 3'-0" OC,

T&B STAGGERED,

ALONG LENGTH OF

POLES

WOOD POSTS

BEYOND EACH

SIDE, SEE

3/A-102

(3) 10" DIA. POLES

LAP MIDDLE POLE IN

CENTER OF 30' SPAN

DIA SONOTUBE

ø 3' - 0"

(3) 10" DIA. POLES

Passero Associates

DRAWING NO.:

DATE:

PROJECT NO.:

UNAUTHORIZED USE OF THESE DRAWINGS IS IN VIOLATION OF

FLORIDA ADMINISTRATIVE CODE 61G15-27-001 AND FLORIDA

STATUES 471.033(1). THESE PLANS ARE COPYRIGHT PROTECTED.

CLIENT:

STAMP:

PRINCIPAL IN CHARGE

PROJECT MANAGER

DESIGNER

(904) 757-6106335 S. LEGACY TRAIL, SUITE B-102

ST. AUGUSTINE, FL 32095

A-101

PLAN, ELEVATION

AND SECTION

20243867.0004

JULY 7, 2025

CLAY COUNTY

Justin Vollenweider Danielle Martinez

P.O BOX 1366

GREEN COVE SPRINGS, FL

32043

3829 SERGEANT

BRADLEY CROSE RD

CLAY COUNTY OAP -

SHOOTING BAFFLES

TOWN/CITY: MIDDLEBURG

COUNTY: CLAY COUNTY STATE: Florida

PERMIT/BID SET

0" 3" 6" 1' 2' 1" = 40'-0"

1 SITE PLAN

0" 6" 1' 2' 4' 1/2" = 1'-0"

3 BAFFLE SECTION SOUTH

N

0" 2' 4' 8' 16' 3/16" = 1'-0"

2 BAFFLE ELEVATION TYP

WIND SPEED = 114 MPH

WIND PRESSURE ON BAFFLE = 18.4 PSF

0" 6" 1' 2' 4' 1/2" = 1'-0"

4 BAFFLE POLES CONNECTION DETAIL

0" 6" 1' 2' 4' 1/2" = 1'-0"

5 PLAN VIEW OF FOUNDATIONS

EXISTING SIDE WALK

EXISTING SIDE

WALK TO REMAIN

NO. DATE BY DESCRIPTION