Bunten Road Park Improvement Project

Location:	Georgia
Posted:	Dec 23, 2025
Due:	Jan 22, 2026
Agency:	City of Duluth
Type of Government:	State & Local
Category:	Y - Construction of Structures and Facilities Z - Maintenance, Repair or Alteration of Real Property
Publication URL:	To access bid details, please log in.

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BUNTEN ROAD PARK

IMPROVEMENT PROJECT

3180 BUNTEN ROAD

DULUTH, GA 30096

VICINITY MAP

SITE

AREA MAP

GWINNETT COUNTY FIRE MARSHAL INSPECTIONS ARE TO BE SCHEDULED ONLINE AT:

GwinnettZIP.com

-50% = Inspections of vertical penetrations.

-80% = Inspections of any fire rated partitions, floor or ceiling, ceiling cover up.

-100% = Final inspection, all systems and equipment are installed and operational,

Any inspection requests made after 2:00 pm will be scheduled for the next business day.

SEPARATE SUBMITTALS AND REVIEWS BY FIRE PLAN REVIEW FOR:

__ Fire Sprinkler

__ Fire Alarm Systems

__ Kitchen Hoods

__ Fire Suppression Systems

__ Rack Storage (Product height over 12 feet)

__ Storage and/or use of Hazardous Materials

1. SIGNS ARE NOT APPROVED WITHIN THE SCOPE OF THIS BUILDING PERMIT. A SEPARATE SIGN

LOCATION PERMIT IS REQUIRED FOR EACH SIGN

2. SMOKING IS PROHIBITED IN ALL ENCLOSED PUBLIC PLACES AND IN ALL ENCLOSED AREAS WITHIN

PLACES OF EMPLOYMENT IN ACCORDANCE WITH COUNTY CLEAN INDOOR AIR ORDINANCE.

REVISION HISTORY

NO.

DATE

DESCRIPTION

1 10/16/2025

COUNTY

COMMENTS

SHEETS

G-001, A-101

DRAWING INDEX

SHEET NUMBER

GENERAL

SHEET NAME

G-001

G-002

ARCHITECTURAL COVER SHEET

GENERAL NOTES

ARCHITECTURAL

SHEET NUMBER

SHEET NAME

D-101

EXISTING CONDITIONS & DEMOLITION FLOOR PLANS

A-101

NEW FLOOR PLAN, WALL SECTION, SCHEDULES &

DETAILS

SCOPE OF WORK

ADDITION OF CONCRETE BLOCK PRIVACY WALLS AROUND RESTROOM ENTRANCE DOORS, RELOCATION OF WOMEN'S

RESTROOM ENTRANCE DOOR.

SITE

BLDG

JURISDICTION

BUILDING REVIEW:

CTIYOFDULUTH

3167 MAIN STREET

DULUTH, GEORGIA 30096

PH: 770.476.3434

FIRE PLAN REVIEW:

GWNINETTCOUNTYDEPOT.FPLANNNIG&DEVELOPMENT

FIRE PLAN REVIEW

ONE JUSTICE SQUARE

446 WEST CROGAN STREET, SUITE 150

LAWRENCEVILLE, GEORGIA 30046

PH: 678.518.6000 FAX: 678.518.6144

CODES/STANDARDS & CLASSIFICATIONS

2018 INTERNATIONAL BUILDING CODE, WITH 2020 GEORGIA STATE AMENDMENTS

2018 INTERNATIONAL MECHANICAL CODE, WITH 2020 GEORGIA STATE AMENDMENTS

2018 INTERNATIONAL FUEL GAS CODE, WITH 2020 GEORGIA STATE AMENDMENTS

2018 INTERNATIONAL PLUMBING CODE, WITH 2020 GEORGIA STATE AMENDMENTS

2020 NFPA NATIONAL ELECTRIC CODE

2018 INTERNATIONAL FIRE CODE, WITH LATEST STATE AMENDMENTS

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

NFPA 101, LIFE SAFETY CODE 2024 EDITION. (AMENDED BY 120-3-3) 1

2015 INTERNATIONAL ENERGY CONSERVATION CODE , WITH 2020 GEORGIA STATE AMENDMENTS

2018 INTERNATIONAL EXISTING BUILDING CODE WITH 2015 GEORGIA STATE AMENDMENTS

2015 GWINNETT COUNTY CONSTRUCTION CODE

2012 GWINNETT COUNTY ORDINANCE FOR FIRE PROTECTION AND LIFE SAFETY

CURRENT EDITION OF THE NFPA CODES AND STANDARDS AS ADOPTED AND MODIFIED BY THE STATE FIRE MARSHAL

CURRENT ADOPTED OCGA 120-3-3 GEORGIA MINIMUM FIRE SAFETY STANDARDS 1

PROJECT INFORMATION

NAME OF DEVELOPMENT:

DEVELOPMENT LOCATION:

BUNTEN ROAD PARK

3180 BUNTEN ROAD DULUTH, GEORGIA

NAME OF OWNER:

OWNER ADDRESS:

CITY OF DULUTH

3167 MAIN STREET

DULUTH, GA 30096

BUILDING AREA:

NUMBER OF BUILDINGS:

NUMBER OF STORIES:

BLDG HGT PER CODE:

OCCUPANCY CLASSIFICATION:

CALCULATED LOAD FOR WATER CLOSETS:

CALCULATED LOAD FOR LAVATORIES:

OCCUPANCY LOAD CALCULATIONS:

CONSTRUCTION TYPE:

GROSS BUILDING AREA:

348 SQUARE FEET

ONE

EXISTING

(U) UTILITY & MISCELLANEOUS

EXISTING

N/A

IIIB - NOT SPRINKLERED, NON-FIRE ALARMED

348 SQUARE FEET

10/16/2025

COUNTY COMMENTS

GENERAL NOTES:

FIRE EXTINGUISHERS REQUIRED

PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA

STANDARD NO. 10. ABC. LOCATION AND ARRANGEMENT OF THE FIRE

EXTINGUISHERS WILL BE DETERMINED BY AN INSPECTOR OF THE FIRE

MARSHAL'S OFFICE PRIOR TO FINAL INSPECTION.

FIRE EXTINGUISHERS IN BUSINESS & MERCANTILE OCCUPANCIES SHALL

BE LOCATED PER REQUIREMENTS OF NFPA 10. THE SIZE SHALL BE A

MINIMUM OF TYPE A 10 TW0 (2) ARE REQUIRED AND SHALL BE INSTALLED

AT A MAXIMUM OF 48" ABOVE THE FINISHED FLOOR TO THE TOP OF THE

HANDLE.

EGRESS LIGHTING

EMERGENCY EGRESS LIGHTING MUST PROVIDE A MINIMUM 1-FOOT

CANDLE UNINTERRUPTED LIGHT SOURCE ALONG THE PATH OF EGRESS.

IF LESS THAN 3 SEPARATE LIGHTING CIRCUITS ARE PROVIDED, DEDICATED

CIRCUITS FOR EMERGENCY LIGHTING ARE NOT PERMITTED. THEY SHALL

BE CONNECTED TO THE LIGHTING CIRCUIT BREAKER THE AREA THEY

SERVE. NFPA 70, CHAPTER 7, SECTION 700-12(E). DEDICATED CIRCUITS

FOR EXIT LIGHTING ARE NOT PERMITTED. THEY SHALL BE CONNECTED TO

THE LIGHTING CIRCUIT BREAKER IN THE AREA THEY SERVE. NFPA 70,

CHAPTER 7.

LABELING

ALL UTILITY METERS, DISCONNECT SWITCHES, FRONT & REAR DOORS

MUST BE MARKED WITH CONTRASTING LETTERS & NUMBERS TO INDICATE

THE TENANT SPACE THEY SERVE.

EXIT LIGHTING

ALL EXIT LIGHTS & EMERGENCY LIGHTS SHALL HAVE A MINIMUM 90

MINUTE BATTERY LIFE.

SMOKE DETECTORS

ANY HVAC EQUIPMENT PRODUCING MORE THAN 2000 CFM AIR VOLUME

MUST BE EQUIPPED WITH AN AUTOMATIC SMOKE DETECTOR WITHIN THE

DUCTWORK THAT IS CAPABLE OF SHUTTING DOWN THE UNIT IN THE

EVENT OF FIRE. SMOKE DETECTORS MUST BE WIRED TO A VISUAL

STROBE, AS WELL AS PRODUCE AN AUDIBLE ALARM SO AS TO ALERT THE

BUILDING OCCUPANTS OF FIRE OR SMOKE DETECTED.

ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES.

COORDINATION OF ALL DISCIPLINES IS THE RESPONSIBILITY OF THE

GENERAL CONTRACTOR. IF THE CONTRACTOR FINDS ANY DISCREPANCIES

IN THE DOCUMENTS SUCH THAT MUST BE REPORTED IMMEDIATELY TO

THE ARCHITECT. TYPICALLY DOCUMENTS INCLUDE A SPECIFICATION

MANUAL. CONTRACTOR TO REVIEW THE SPECIFICATIONS FOR THE

PROJECT.

CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AT PROJECT.

CONTRACTOR SHOULD NOT SCALE OFF OF DRAWINGS. CONTRACTOR

NEEDS TO FIELD VERIFY EXISTING CONDITIONS TO CONFIRM DRAWINGS

ARE ACCURATE. IF THE CONTRACTOR FINDS DISCREPANCIES BETWEEN

FIELD CONDITIONS AND DOCUMENTS THE CONTRACTOR MUST

IMMEDIATELY CONTACT THE ARCHITECT.

DOORS AND ACCESSIBILITY:

CONTRACTOR SHALL FOLLOW THE U.S. DEPARTMENT OF JUSTICE, 2010

AMERICANS WITH DISABILITIES ACT (A.D.A.) STANDARDS FOR ACCESSIBLE

DESIGN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CLEAR AREAS AND

ANY A.D.A. REQUIREMENTS BEFORE BEGINNING WORK. CONTRACTOR

MUST IMMEDIATELY CONTACT THE ARCHITECT IF DISCREPANCIES ARE

FOUND.

DOORS SHALL MEET THE REQUIREMENTS OF THE NFPA 101 LIFE SAFETY

CODE, CHAPTER 7.

THE FLOOR LEVEL SHALL BE THE SAME ON BOTH SIDES OF THE DOOR (NO

MORE THAN 1/2" DROP). THE ELEVATION SHALL BE MAINTAINED FOR A

DISTANCE AT LEAST EQUAL TO THE WIDTH OF THE WIDEST LEAF OF THE

DOORS. NFPA 101 LIFE SAFETY CODE, CHAPTER 7.

EXIT DOORS SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE

SPECIAL KNOWLEDGE TO OPERATE, NFPA 101 LIFE SAFETY CODE,

CHAPTER 7, LATEST EDITION.

DOORS/HARDWARE, HANDLES, PULLS, LATCHES, LOCKS, AND OTHER

OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT

IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT

GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE.

LEVER-OPERATED MECHANISMS, PUSH-TYPE MECHANISMS, AND

U-SHAPED HANDLES ARE ACCEPTABLE DESIGNS. THESE TYPES SHALL BE

SUPPLIED PER THE ADA STANDARDS FOR ACCESSIBLE DESIGN. TO THE

BEST OF OUR KNOWLEDGE THIS INFORMATION ON THESE DRAWINGS

COMPLY WITH ADA. CONTRACTOR MUST VERIFY BEFORE PURCHASE OF

DEVICES.

TYPICAL MINIMUM MANEUVERING CLEARANCES ON THE PULL SIDE OF

DOOR SHALL BE A MINIMUM OF 18". PER THE ADA STANDARDS FOR

ACCESSIBLE DESIGN. MINIMUM MANEUVERING CLEARANCES IN THE PUSH

SIDE OF THE DOOR SHALL BE A MINIMUM OF 12" IF THE DOOR HAS A

CLOSER AND A LATCH. PER THE ADA STANDARDS FOR ACCESSIBLE

DESIGN. THE TOPS OF ACCESSIBLE TABLES AND COUNTERS SHALL BE

FROM 28 INCHES TO 34 INCHES ABOVE THE FINISHED FLOOR OR GROUND

PER ADA STANDARDS FOR ACCESSIBLE DESIGN.

DRINKING FOUNTAINS:

IF APPLICABLE, WHERE ONLY ONE DRINKING FOUNTAIN IS PROVIDED ON A

FLOOR, THERE SHALL BE A DRINKING FOUNTAIN WHICH IS ACCESSIBLE TO

INDIVIDUALS WHO USE WHEEL CHAIRS IN ACCORDANCE WITH 2010 ADA,

AND ONE ACCESSIBLE TO THOSE WHO HAVE DIFFICULTY BENDING OR

STOOPING. THIS CAN BE ACCOMMODATED BY USE OF A "HI-LO"

FOUNTAIN. ADVISORY 602.6 WATER FLOW. THE PURPOSE OF REQUIRING

THE DRINKING FOUNTAIN SPOUT TO PRODUCE A FLOW OF WATER 4

INCHES (100 MM) HIGH MINIMUM IS SO THAT A CUP CAN BE INSERTED

UNDER THE FLOW OF WATER TO PROVIDE A DRINK OF WATER FOR AN

INDIVIDUAL WHO, BECAUSE OF A DISABILITY, WOULD OTHERWISE BE

INCAPABLE OF USING THE DRINKING FOUNTAIN.

GENERAL:

ALL CONCEALED WOOD TO BE FIRE RETARDANT UNLESS IT MEETS WOOD

BLOCKING EXCEPTION IN CODE.

CONTRACTOR SHALL INSTALL WOOD BLOCKING FOR ALL WALL HUNG

DEVICES SUFFICIENT TO MEET LOCAL CODES.

INSULATING MATERIALS INSTALLED IN BUILDING OF ANY TYPE OF

CONSTRUCTION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN

25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450 AS

DETERMINED IN ACCORDANCE WITH ASTM E84.

SIGNAGE IS NOT PERMITTED WITH THESE DOCUMENTS. A SEPARATE

PERMIT FOR SIGNS MUST BE SUBMITTED.

ARCHITECTURAL ABBREVIATIONS

PLEASE REFER TO ENGINEERING DRAWINGS FOR ENGINEERING

AABBREVIATIONS A

A.C.T.

A.F.F

A.H.U

ALT.

ALUM.

ANOD

APPROX.

ARCH.

ASTM

AUX.

B.F.F.

BKBD

BLDG.

C.I.P.

C.J.

C/L

CLG.

CLR.

C.M.

C.M.U.

CNT.

C.O.

CONC.

CONT.

CPT.

C.T.

DBL.

DIA.

DIV.

DN.

DR.

D.S.

DW.

D.W.

DWG.

DWGS.

EF.

ELEC.

ELEV., EL

E.M.S.

E.P.D.M

EQ.

EQUIP.

E.W.

E.W.H.

EX., EXIST.

EXP.

EXT.

ACOUSTICAL CEILING TILE

ABOVE FINISH FLOOR

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

ANODIZED

APPROXIMATELY

ARCHITECTURAL

AMERICAN SOCIETY FOR

TESTING MATERIAL

AUXILIARY

BOTTOM OF

BOTTOM OF FINISH FLOOR

BACKBOARD

BUILDING

CAST IN PLACE

CONTROL JOINT

CENTERLINE

CEILING

CLEAR

COFFEE MAKER

CONCRETE MASONRY UNIT

COUNTER

CASED OPENING

CONCRETE

CONTINUOUS

CARPET

CERAMIC TILE

DOUBLE

DIAMETER

DIVISION

DOWN

DOOR

DOWNSPOUT

DISHWASHER

DOMESTIC WATER

DRAWING

DRAWINGS

EACH

EXHAUST FAN

ELECTRIC, ELECTRICAL

ELEVATION

ENERGY MANAGEMENT SYSTEM

ETHYLENE PROPYLENE

DIENE MONOMER

EQUAL

EQUIPMENT

EACH WAY

ELECTRIC WATER HEATER

EXISTING

EXPANSION

EXTERIOR

F.D.

F.D.C.

F.E.

F.E.C.

F.F.

FT.

F.V.

F.R.T.

FAHRENHEIT

FLOOR DRAIN

FIRE DEPARTMENT CONNECTOR

FIRE EXTINGUISHER

CABINET

MAX.

MECH.

MFR.

MICRO.

MIN.

MISC.

FINISH FLOOR

MM.

FEET

M.O.

FIELD VERIFY

MTD.

FIRE RETARDANT TREATED

MTL.

GA.

GALV.

G.C.

GAUGE

GALVANIZED

GENERAL CONTRACTOR

GFCI.

GROUND FAULT

CURRENT INTERUPTER

GLASS, GLAZING

G.W.B, GYP.BD. GYPSUM WALL BOARD

N/A

NEG.

N.F.W.H.

N.I.S.

NO.

HC.

HDWR.

HORIZ.

HR.

ID.

I.M.

IN.

INCAND.

INSUL.

JT.

KO.

LAM.

LAV.

LB.

LF.

L.S.D.

HANDICAPPED

HARDWARE

HOLLOW METAL

HORIZONTAL

HOUR

INSIDE DIMENSION

ICE MAKER

INCHES

INCANDESCENT

INSULATION

JOINT

KIP

KNOCK OUT

KILOWATT

LAMINATE

LAVATORY

POUND

LINEAR FOOT

LIQUID SOAP DISPENSER

O.A.

O.C.

O.D.

O.H.

OPNG.

OPP.

OPP. HD

P.A.

PAR.

PERP.

PL.

P. LAM.

PLY. WD.

PNL.

POS.

PREFAB.

PREFIN.

P.S.I.

P.S.F.

P.T.

PVC.

PVMT.

MAXIMUM

MECHANICAL

MANUFACTURER

MICROWAVE

MINIMUM

MISCELLANEOUS

MILLIMETER

MASONRY OPENING

MOUNTED

METAL

NOT APPLICABLE

NEGATIVE

NON-FREEZE WALL

HYDRANT

NOT IN SCOPE

NUMBER

OVERALL

ON CENTER

OUTSIDE DIMENSION OR

OUTSIDE DIAMETER

OVERHEAD

OPENING

OPPOSITE

OPPOSITE HAND

PUBLIC ADDRESS

PARALLEL

PERPENDICULAR

PLATE

PLASTIC LAMINATE

PLYWOOD

PANEL

POSITIVE

PRE-FABRICATED

PRE-FINISHED

POUND PER SQUARE INCH

POUND PER SQUARE FOOT

PRESURE TREATED

POLYVINYL CHLORIDE

PAVEMENT

R.D.

REF.

REINF.

REQD.

R.L.

R.O.

R.T.U.

R.V.

SCH.

SGL.

SH. ROD

SHT.

SIM.

S.O.G.

S.S.

STD.

STL.

STRUCT.

T/C

TECH

TEL

TEMP.

T.O.

TR.

TSTAT.

TYP.

U.N.O.

UTIL.

V.C.T.

VEND.

V.I.F.

VERT.

V.T.R.

V.W.C.

W.C.

W.H.

WHSE.

WP.

W.R.

W.W.F.

MATERIAL INDEX

RADIUS

ROOF DRAIN

REFRIGERATOR

REINFORCE, REINFORCING

REQUIRED

RAIN LEADER

ROUGH OPENING

ROOF TOP UNIT

ROOF VENT

SCHEDULE

SINGLE

SHOWER ROD

SHEET

SIMILAR

SLAB ON GRADE

STAINLESS STEEL

STANDARD

STEEL

STRUCTURE, STRUCTURAL

TOP OF CURB

TECHNICAL

TELEPHONE

TEMPERATURE

TOP OF

TRANSITION STRIP

THERMOSTAT

TYPICAL

UNLESS NOTED OTHERWISE

UTILITY

VINYL COMPOSITION TILE

VENDING MACHINE

VERIFY IN FIELD

VERTICAL

VENT THROUGH ROOF

VINYL WALL COVERING

WITH

WATER CLOSET/

WATER COOLER

WATER HEATER

WAREHOUSE

WEATHER PROOF

WATER RESISTANT

WELDED WIRE FABRIC

FINISH RATINGS

EARTH

GRAVEL

GROUT OR

SURFACE

CONCRETE

CAST-IN-PLACE

CONCRETE

CUT STONE

WOOD -

ROUGH

WOOD - FINISH

WOOD

BLOCKING

STEEL

PLYWOOD

GYPSUM

INSULATION - BATT

OR LOOSE

RIGID INSULATION

EXTERIOR

INSULATION

FINISH SYSTEM

BRICK

MINIMUM WALL FINISH

CLASS "M"

MINIMUM ROOF FINISH

CLASS USE GROUP

EXITS &

EXIT ACCESS

PASSAGEWAYS CORRIDORS

A or B

ROOMS

A or B

GENERAL LEGEND

A101

1' - 0" A

A101

NAME

101

X-1

1' - 10 1/2"

COLUMN LINE INDICATOR

FACE OF WALL INDICATOR

DETAIL INDICATOR

DETAIL NUMBER

SHEET NUMBER

DOOR NUMBER, REFER

TO SCHEDULE

CEILING MATERIAL FINISH

CEILING HEIGHT

EXTERIOR ELEVATION INDICATOR

DETAIL NUMBER

SHEET NUMBER

INTERIOR ELEVATION INDICATOR

DETAIL NUMBER

SHEET NUMBER

WALL/PARTITION TYPE

WINDOW TYPE,

REFER TO SCHEDULE

ENLARGED PLAN/DETAIL INDICATOR

DETAIL NUMBER

SHEET NUMBER

ROOM NAME AND NUMBER

EXTERIOR FINISH MATERIAL

DIMENSION LINE

NOTE: DIMENSIONS ARE TAKEN FROM FINISHED

FACE UNLESS OTHERWISE NOTED.

NEW OPENING IN

SOFFIT FOR NEW

LIGHT FXTURE

EXISTING LIGHT

TO REMAIN

EXISTING LIGHT

TO REMAIN

EXISTING

LIGHTS TO

REMAIN

NEW OPENING IN

SOFFIT FOR NEW

LIGHT FIXTURE

EXISTING

LIGHTS TO

REMAIN

EXISTING LIGHT

TO REMAIN

EXISTING LIGHT

EXISTING

LIGHTS TO

REMAIN

EXISTING

LIGHTS TO

REMAIN

EXISTING LIGHT

EXISTING

LIGHTS TO

REMAIN

EXISTING

LIGHTS TO

REMAIN

EXISTING LIGHT

TO REMAIN

EXISTING ROOF

OVERHANG TO

REMAIN

4 DEMOLITION REFLECTED CEILING PLAN

D-101 SCALE: 1/4" = 1'-0"

EXISTING LIGHT

EXISTING ROOF

OVERHANG

2 EXISTING CONDITONS REFLECTED CEILING PLAN

D-101 SCALE: 1/4" = 1'-0"

6" BLOCK WALL

REMOVE EXISTING

ASPHALT FOR NEW

FOOTING

D-101

RETROFIT LINTEL DETAIL

SCALE: N.T.S.

NOTE:

1) ALL PLATES AND ANGLES TO RECEIVE

(2) COATS PAINT

EXISTING TELEPHONE CABINET

TO BE REMOVED; CONTRACTOR

TO PATCH AND REPAIR BLOCK

ONCE TELEPHONE CABINET IS

REMOVED

EXISTING

SIDEWALK TO

BE REMOVED

MEN

RESTROOM

12'-4" X 6'-7"

REFER TO CIVIL DWGS FOR

ADDITONAL INFORMATION

TELEPHONE CONDUIT TO BE

REMOVED AND CUT OFF AT

SOFFIT; CONTRACTOR TO

PATCH AND REPAIR SOFFIT

EXISTING HOSE

BIBB TO REMAIN

3'-4" 8"

WOMEN

RESTROOM

12'-4" X 6'-7"

REMOVE EXISTING

BLOCK FOR NEW

MASONRY OPENING

HM DOOR, TYP.

8" CONCRETE

BLOCK WALL TYP.

TELEPHONE

DRYER

WOMEN

RESTROOM

MEN

RESTROOM

5'-0"

1'-7" 1'-5" 4'-4"

ELETRICAL

METER

EXISTING

ELETRICAL PANEL

5'-8"

6'-0"

8" CONCRETE

BLOCK WALL TYP.

5'-8"

EXISTING

SIDEWALK TO

REMAIN

3 DEMOLITION FLOOR PLAN

D-101 SCALE: 1/4" = 1'-0"

8'-0"

3'-4"

M.O.

18'-8"

7'-4"

EXISTING

SIDEWALK

EXISTING ROOF

OVERHANG

D-101

EXISTING CONDITIONS FLOOR PLAN

SCALE: 1/4" = 1'-0"

GC TO FIELD VERIFY DIMENSIONS MATCH PLAN.

CONTACT ARCHITECT IF DIMENSIONS ARE DIFFERENT.

NEW TOP OF 4" SLAB TO

BE FLUSH WITH EXISTING

6X6 - W1.4 X W1.4 WWF

NEW 15 MIL VAPOR

BARRIER AND

GRANULAR BASE

------X------X------X------X------X---

#4 x 1'-0" @ 24" O.C. DRILL 6"

INTO EXISTING SLAB

CONT. MTL DRIP EDGE

NOTES:

1. G.C. TO REMOVE PORTION OF EXISTING

WALL TO INSTALL NEW DOORS. G.C. MUST

SHORE UP BLOCK PER OSHA STANDARDS

AND INSTALL STL ANGLE PER STRUCT DWGS.

2. G.C. TO VERIFY NEW INSTALLATION IS WATER

TIGHT AND FLASHED PER MANUF.

RECOMMENDATIONS.

EXISTING CONCRETE

BLOCK WALL TO BE

PAINTED

PAINTED STEEL PLATE -

REFER TO STRUCTURAL DWGS.

CONT. SEALANT BOTH

SIDES ALONG

PERIMETER OF FRAME

NEW HOLLOW METAL FRAME

EXISTING

LIGHT

NEW DOWNLIGHT;

REFER TO RCP

LEGEND

EXISTING GRADE

NEW COMPACTED EARTH

6 NEW SLAB CONNECTION DETAIL

A-101 SCALE: 1" = 1'-0"

EXTERIOR

5 HEAD DETAIL

A-101 SCALE: 1-1/2" = 1'-0"

INTERIOR

CONCRETE NOTES:

1) ALL CONCRETE WORK INCLUDING FORMING, REINFORCING, MIXING, PLACING AND

CURING SHALL BE DONE IN ACCORDANCE WITH THE ACI MANUAL OF CONCRETE

PRACTICE INCLUDING 'BUILDING CODE REQUIREMENTS FOR CONCRETE'. ACI 301,

LATEST EDITIONS.

2) ALL CONCRETE SHALL ATTAIN A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF

f'c = 3,000 PSI FOR FOUNDATIONS, FOOTINGS AND STEM WALLS.

f'c = 4,000 PSI FOR SLABS, PIERS, COLUMNS AND BEAMS.

3) MIX DESIGNS SHALL BE IN ACCORDANCE WITH METHOD 1 OR METHOD 2 OF ACI 301-05.

4) ALL CONCRETE SHALL HAVE A MAXIMUM WATER-CEMENT RATIO OF 0.50

5) CONCRETE SHALL ARRIVE AT THE JOBSITE WITH A SLUMP OF 3" TO 5".

6) CONCRETE SHALL BE VIBRATED INTO FORMS WHILE PLACING WITHOUT

OVER-VIBRATING. REINFORCING SHALL HAVE MINIMUM CONCRETE COVER OF -

CONCRETE EXPOSED TO SOIL = 3"

CONCRETE EXPOSED TO AIR = 2"

7) CONCRETE TEST REPORTS SHALL BE MADE AVAILABLE TO JOB SITE FOR REVIEW BY

INSPECTOR.

8) DESIGN OF CONCRETE STRUCTURAL ELEMENTS INCLUDING WALLS, FORMED SLABS,

BEAMS AND COLUMNS IS IN ACCORDANCE WITH ACI 318-14.

9) PLACE A 15 MIL POLYETHYLENE MOISTURE BARRIER (WITH JOINTS LAPPED NOT LESS

THAN 6 INCHES) DIRECTLY BENEATH ALL INTERIOR CONCRETE SLABS OR GRADES.

EXTERIOR

A-101

EXISTING ROOF

JOINTS IN CONCRETE NOTES:

1) CONSTRUCTION AND/OR CONTROL JOINTS SHALL BE MADE AS DETAILED ON THE

DRAWINGS. SAW-CUT CONTROL JOINTS SHALL BE INSTALLED WITHIN 12 HOURS OF

CONCRETE PLACEMENT.

2) CONSTRUCTION AND/OR CONTROL JOINTS FOR SLAB-ON-GRADE CONSTRUCTION

SHALL BE LOCATED ON COLUMN LINES.

EXISTING FASCIA AND

SOFFIT TO BE PAINTED

8" BOND BEAM

WITH (1) #5 CONT.

SLOPE

4" CAP BLOCK

8" (NOM) CONCRETE

SPLIT FACE BLOCK

WALL, GROUT FILL

EVERY@ 24" O.C. PER

REBAR LOCATION

NEW HOLLOW METAL

DOOR & FRAME TO BE

PAINTED

WALL BEYOND

HOLLOW METAL DOOR

WEATHER STRIP

ALUM. THRESHOLD

FINISH FLOOR

INTERIOR

SECURE TO SLAB PER

MANUFACTURER'S

INSTRUCTIONS

DTL. AT METAL

THRESHOLD

SCALE: 3" = 1'-0"

A-101

#5 AT 24" O.C.

EXTERIOR

RESTROOM

SOLID GROUT

FILL, TYP.

NEW CONCRETE,

REFER TO CIVIL DWGS.

NOTE:

MINIMUM CONCRETE

COVER FOR ALL

F.F.E.

0' - 0"

REINFORCING = 3"

#5 AT 24" O.C.

#5 REBAR AT 24" O.C.

DOWELS AT VERT. BARS.

FILL CELLS AT ANCHORS

(6) #5 CONT.

(2) COATS ELASTOMERIC PAINT,

REFER TO FINISH SCHEDULE ON

A-102 FOR COLOR

DOOR THRESHOLD

EXPANSION JOINT

CONCRETE PAD, SLOPE

AWAY FROM BUILDING

NEW 4,000 PSI 4"

CONCRETE SLAB WITH

WWF, REFER TO 6/A-101

A-101

EXISTING CONC. SLAB

AND TURNDOWN

3'-0"

A-101

COMPACTED SUBGRADE PER

GEOTECHNICAL REPORT

WALL SECTION

SCALE: 3/4" = 1'-0"

NEW DOWNLIGHT;

REFER TO RCP LEGEND

EXISTING LIGHT

REFLECTED CEILING PLAN LEGEND

SYMBOL

DESCRIPTION

LIGHTOLIER BY SIGNIFY; FD 6R 11 Z10 SCT U W

NOTES:

EXISTING BRANCH CIRCUIT SERVING EXISTING DOWNLIGHTS TO BE DEMOLISHED

AND REUSED AND EXTENDED TO SERVE NEW DOWNLIGHT LUMINARIES.

PROVIDE NEW CONDUIT AND WIRE AS REQUIRED. NEW CONDUIT AND WIRE TO

MATCH EXISTING.

TOTAL LOAD OF NEW LUMINARIES IS FIELD-SELECTABLE.

G.C.TO SET CCT SWITCH TO MATCH NEARBY EXTERIOR AND SITE LUMINARIES.

EXISTING

LIGHTS, NIS

EXISTING

LIGHTS, NIS

EXISTING

LIGHTS, NIS

EXISTING LIGHT

3 REFLECTED CEILING PLAN

A-101 SCALE: 1/4" = 1'-0"

NEW 8" CONCRETE

BLOCK WALL, MATCH

EXISTING

MEN'S

RESTROOM

SIGN

NEW CONCRETE

SIDEWALK, REFER

TO CIVIL DWGS

5'-4"

MEN'S

RESTROOM

SIGN

MEN

RESTROOM

EX2

EXISTING TO REMAIN

EXISTING

URINAL TO

REMAIN

WOMEN'S

RESTROOM

SIGN

A-101

6'-8"

WOMEN

RESTROOM

EXISTING TO REMAIN

NEW 8" CONCRETE

BLOCK WALL, MATCH

EXISTING

WOMEN'S

RESTROOM

SIGN

A-101

INFILL DOOR OPENING

WITH NEW BLOCK TO

MATCH EXISTING. GET

BLOCK

MANUFACTURER &

TYPE FROM CITY.

NEW

SAFETY

MIRROR

NEW CONCRETE

SIDEWALK, REFER

TO CIVIL DWGS

A-101

EX1

A-101

NEW KEY ACCESS FOB; CONTRACTOR TO

RUN POWER TO DOOR STRIKE AND NEW

KEY FOB, REFER TO SHEET A-102 FOR

SPECIFICS

NEW FLOOR PLAN

SCALE: 1/4" = 1'-0"

10/16/2025 1 COUNTY COMMENTS

EXISTING LIGHT

12"

A MEN'S DOOR MOUNTED SIGNAGE

NTS

MEN'S

RESTROOM

B MEN'S WALL MOUNTED SIGNAGE

NTS

9" MIN.

CENTER TACTILE CHAR.

EQ. EQ.

LATCH SIDE

MEN'S

RESTROOM

VERTICAL DIMENSIONS FROM TOP

OF FINISHED FLOOR

C TYPICAL DIMENSIONS

NTS

12"

D WOMEN'S DOOR MOUNTED SIGNAGE

NTS

9" MIN.

CENTER TACTILE CHAR.

EQ. EQ.

LATCH SIDE

WOMEN'S

RESTROOM

WOMEN'S

RESTROOM

E WOMEN'S WALL MOUNTED SIGNAGE

NTS

VERTICAL DIMENSIONS FROM TOP

OF FINISHED FLOOR

F TYPICAL DIMENSIONS

NTS

SIGNAGE NOTES:

1. SIGNS PROVIDED BY G.C. TO COMPLY WITH CA TITLE 24 REQUIREMENTS FOR ADA SIGNAGE AND WILL BE

USED IN ALL STORES. SIGNS TO INSTALLED BY G.C.

COMPLIANCE SIGNS.COM ADA RESTROOM: RRE-120_DCTS_WHTONCHGRY PAIRED SET, SIZE: 12" CIRCLE / 9"H X

6"W. WHITE LETTERS ON CHARCOAL GRAY BACKGROUND

2. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED

ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH

SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT

WALL. TACTILE CHARACTERS SHALL BE MOUNTED 48" MINIMUM TO BASELINE OF LOWEST TACTILE CHARACTER

AND 60" MAXIMUM TO BASELINE OF HIGHEST TACTILE CHARACTER. A CLEAR FLOOR SPACE OF 18" BY 18"

MINIMUM CENTERED ON TACTILE CHARACTERS SHALL BE PROVIDED BEYOND THE ARC OF THE DOOR SWING.

3. RESTROOM DOOR SYMBOL SHALL BE IN CONTRASTING COLOR.

2 RESTROOM ADA SIGNAGE

A-102 SCALE: NTS

MARK

DESCRIPTION

EXTERIOR DOOR

DOOR

TYPE

SIZE

3'-0" x 7'-0"

THICKNESS MATERIAL

0' - 1 3/4"

HOLLOW METAL

DOOR SCHEDULE

FINISH

FRAME

TYPE

FRAME

MATERIAL

FRAME FINISH

PAINT

HOLLOW METAL

PAINT

HEAD

DETAIL

3/A-102

JAMB

DETAIL

THRESHOLD

2/A-102

HARDWARE RATING

SET-1

N/A

SET-2

N/A

DOOR

SCHEDULE

NOTES

1, 2, 3,4

DOOR SCHEDULE NOTES:

1. THRESHOLDS SHALL BE NO HIGHER THAN 1/2" AFF, EDGE TO BE BEVELED WITH A SLOPE NO GREATER THAN 1 IN 2.

2. ALONG ACCESSIBLE PATH OF TRAVEL AND AT EGRESS CONDITIONS, DOOR HARDWARE SHALL BE OF THE LEVER OR

PUSH TYPE, MOUNTED 30" TO 44" AFF AND OPERABLE WITH A MAXIMUM EFFORT OF 5 LB. FOR INTERIOR DOORS & 8.5

LB. FOR EXTERIOR DOORS.

3. PROVIDE 18" CLEAR SPACE ON STRIKE/PULL SIDE OF DOORS. PROVIDE 12" CLEAR SPACE ON STRIKE/PUSH SIDE OF

DOORS WITH LATCHES AND/OR CLOSERS.

4. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE OR

EFFORT.

EXTERIOR FINISH SCHEDULE

Description	Opening Date/Time	Closing Date/Time
Bunten Road Park Improvement Project Architectural Plans	December 10, 2025 :	January 22, 2026 11:00 AM

Bunten Road Park Improvement Project

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See also