Part1_2025_06_11 South Canton Park 100_ CD Se.pdf

PROJECT LOCATION MAP OWNER / DEVELOPER

City of Canton 110 Academy Street Canton, GA 30114 Contact: Mr. Scott Hooper, scott.hooper@cantonga.gov P: 770.720.7674

LANDSCAPE ARCHITECTURE

TSW

1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 Contact: Mr. Adam Williamson, awilliamson@tsw-design.com P: 404.873.6730

ARCHITECTURE

TSW

1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 Contact: Mrs. Heather Hubble, hhubble@tsw-design.com P: 404.873.6730

CIVIL ENGINEER

Land Engineering 1601 S Zack Hinton Parkway McDonough, GA 30253 Contact: Mr. Mitch Paulk, mitch.paulk@land.engineering P: 678.814.4346

MEP ENGINEER

Covalent Consulting 5256 Peachtree Rd, Suite 160 Chamblee, GA 30341 Contact: Mr. Patrick Wilkes, pwilkes@covalentconsulting.com P: 404.355.9334

STRUCTURAL ENGINEER

Stability Engineering 1376 Church St Decatur, GA 30030 Contact: Mr. Allen Morris, amorris@stabilityengineering.com P: 404.377.9316

IRRIGATION DESIGNER

Irrigation Consultant Services, Inc.

2129 Greensboro Road Madison, GA 30650 Contact: Mr. Carey June, cjune@irrcons.com P: 770.929.0884

PREPARED FOR:

PREPARED BY:

ALL EROSION AND SEDIMENTATION CONTROLS

AND TREE PROTECTION MEASURES SHALL BE

INSTALLED PRIOR TO GRADING.

PRIOR TO LAND-DISTURBING ACTIVITIES, THE

CONTRACTOR SHALL SCHEDULE A

PRE-CONSTRUCTION MEETING WITH THE AREA

EROSION CONTROL INSPECTOR.

1447 PEACHTREE ST, STE 850

ATLANTA, GA 30309

404.873.6730

R E V I S I O N S

N

P R O J E C T D I R E C T O R Y

PROJECT

SITE

PROJECT No: 24074

CANTON, GA 30114

DATE: APRIL 30, 2025

SOUTH CANTON PARK

CANTON, GEORGIA

100% CONSTRUCTION DOCUMENTS

2939 MARIETTA HWY

CANTON, GA 30114

LAND LOT 0162, 14TH DISTRICT

TAX PARCEL ID #14-0162-0016

ZONING:

GC

GENERAL COMMERCIAL

110 ACADEMY STREET

CITY OF CANTON

P:

\P

R O

JE

C

TS

\2

S ou th C an to n Pa rk \C

AD

\S

H

EE

TS

\L

-0

O pe ni ng S he et s.

dw g (G

-0

) P lo tte d on

Ju n

, 2

- 2 :2

9p m b y da rg o checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s s e a l r e v i s i o n s

1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t n o r t h a r r o w + s c a l e

Copyright. All rights reserved. Reproduction in whole or in part is prohibited. This drawing as an instrument of service is the property of TSW and may not be used in any way without the written permission of this office.

p r o j e c t i n f o r m a t i o n

G

EO

RGIA

04/30/2025

COVER SHEET

G-000

DA

AW

DA

24074

CITY OF CANTON

770.720.7674

CANTON, GA 30114

SOUTH CANTON

PARK

APRIL 30, 2025

100% CONSTRUCTION DOCUMENTS

CANTON, GA 30114

110 ACADEMY STREET

2939 MARIETTA HWY

SEE SHEET G-001 FOR SHEET LIST

INDEX

P:

\P

R O

JE

C

TS

\2

S ou th C an to n Pa rk \C

AD

\S

H

EE

TS

\L

-0

O pe ni ng S he et s.

dw g (G

-0

) P lo tte d on

M ay

7,

- 3

:5 5p m b y da rg o checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s s e a l r e v i s i o n s

1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t n o r t h a r r o w + s c a l e

Copyright. All rights reserved. Reproduction in whole or in part is prohibited. This drawing as an instrument of service is the property of TSW and may not be used in any way without the written permission of this office.

p r o j e c t i n f o r m a t i o n

G

EO

RGIA

04/30/2025

INDEXES

G-001

DA

AW

DA

24074

CITY OF CANTON

770.720.7674

CANTON, GA 30114

SOUTH CANTON

PARK

APRIL 30, 2025

100% CONSTRUCTION DOCUMENTS

CANTON, GA 30114

110 ACADEMY STREET

2939 MARIETTA HWY

SHEET LIST

DISCIPLINE SHEET NUMBER SHEET TITLE

GENERAL G-000 COVER SHEET

GENERAL G-001 INDEXES

GENERAL G-002 GENERAL NOTES

GENERAL G-003 ADA NOTES

GENERAL G-004 ADA NOTES

GENERAL G-005 SURVEY

CIVIL C-1.1 DEMOLITION PLAN

CIVIL C-2.1 SITE PLAN DETAILS

CIVIL C-3.1 GRADING & DRAINAGE PLAN

CIVIL C-3.2 DRAINAGE DETAILS 1

CIVIL C-3.3 DRAINAGE DETAILS 2

CIVIL C-3.4 DRAINAGE DETAILS 3

CIVIL C-3.5 DRAINAGE DETAILS 4

CIVIL C-3.6 DRAINAGE DETAILS 5

CIVIL C-3.7 STORM PROFILES 1

CIVIL C-3.8 STORM PROFILES 2

CIVIL C-4.1 UTILITY PLAN

CIVIL C-4.2 UTILITY DETAILS

CIVIL C-5.1 ES&PC PHASE 1 - INITIAL PLAN

CIVIL C-5.2 ES&PC PHASE 2 - INTERMEDIATE PLAN

CIVIL C-5.3 ES&PC PHASE 2 - FINAL PLAN

CIVIL C-5.4 EROSION CONTROL NOTES

CIVIL C-5.5 EROSION CONTROL NOTES

CIVIL C-5.6 EROSION CONTROL DETAILS

LANDSCAPE ARCHITECTURE LS-100 TREE PROTECTION PLAN

LANDSCAPE ARCHITECTURE LS-101 TREE PROTECTION DETAILS

LANDSCAPE ARCHITECTURE LS-102 SUPPLEMENTAL DEMOLITION PLAN

LANDSCAPE ARCHITECTURE LS-103 ACCESSIBILITY DIAGRAM

LANDSCAPE ARCHITECTURE LS-104 SITE KEY PLAN

LANDSCAPE ARCHITECTURE LS-105 LAYOUT PLAN

LANDSCAPE ARCHITECTURE LS-106 LAYOUT PLAN

LANDSCAPE ARCHITECTURE LS-107 LAYOUT PLAN

LANDSCAPE ARCHITECTURE LS-108 LAYOUT PLAN

LANDSCAPE ARCHITECTURE LS-109 LAYOUT PLAN

LANDSCAPE ARCHITECTURE LS-110 LAYOUT PLAN

LANDSCAPE ARCHITECTURE LS-111 LAYOUT PLAN

LANDSCAPE ARCHITECTURE LS-112 SUPPLEMENTAL GRADING PLAN

LANDSCAPE ARCHITECTURE LS-113 SUPPLEMENTAL GRADING PLAN

LANDSCAPE ARCHITECTURE LS-114 SUPPLEMENTAL GRADING PLAN

LANDSCAPE ARCHITECTURE LS-115 SUPPLEMENTAL GRADING PLAN

LANDSCAPE ARCHITECTURE LS-116 SUPPLEMENTAL GRADING PLAN

LANDSCAPE ARCHITECTURE LS-117 SUPPLEMENTAL GRADING PLAN

LANDSCAPE ARCHITECTURE LS-118 SUPPLEMENTAL GRADING PLAN

LANDSCAPE ARCHITECTURE LS-119 SUPPLEMENTAL DRAINAGE DETAILS

LANDSCAPE ARCHITECTURE LS-300 UTILITY FIXTURE PLAN

LANDSCAPE ARCHITECTURE LS-310 GA POWER POLE LAYOUT

LANDSCAPE ARCHITECTURE LS-311 FLOCK CAMERA LAYOUT

LANDSCAPE ARCHITECTURE LS-320 PLAYGROUND SURFACE ENLARGEMENT - UPPER

LANDSCAPE ARCHITECTURE LS-321 PLAYGROUND SURFACE ENLARGEMENT - LOWER

LANDSCAPE ARCHITECTURE LS-322 PLAYGROUND EQUIPMENT ENLARGEMENT - UPPER

LANDSCAPE ARCHITECTURE LS-323 PLAYGROUND EQUIPMENT ENLARGEMENT - LOWER

LANDSCAPE ARCHITECTURE LS-330 SCORE JOINT PLAN

LANDSCAPE ARCHITECTURE LS-340 WALL & CURB TYPE DIAGRAM

LANDSCAPE ARCHITECTURE LS-341 PAVEMENT TYPE DIAGRAM

LANDSCAPE ARCHITECTURE LS-342 BOULDER SIZE DIAGRAM

LANDSCAPE ARCHITECTURE LS-350 SIGNAGE LOCATION DIAGRAM

LANDSCAPE ARCHITECTURE LS-360 ART LOCATION DIAGRAM

LANDSCAPE ARCHITECTURE LS-400 ADA DETAILS

LANDSCAPE ARCHITECTURE LS-401 PAVING DETAILS

LANDSCAPE ARCHITECTURE LS-402 PAVING DETAILS

LANDSCAPE ARCHITECTURE LS-403 RAMP AND STEP DETAILS

LANDSCAPE ARCHITECTURE LS-404 RAMP AND STEP ELEVATIONS

LANDSCAPE ARCHITECTURE LS-405 SITE WALL DETAILS

LANDSCAPE ARCHITECTURE LS-406 SITE WALL DETAILS

LANDSCAPE ARCHITECTURE LS-407 FENCE DETAILS

LANDSCAPE ARCHITECTURE LS-408 STAGE AND AMPHITHEATER DETAILS

LANDSCAPE ARCHITECTURE LS-409 SPLASH PAD DETAILS

LANDSCAPE ARCHITECTURE LS-410 SPLASH PAD DETAILS

LANDSCAPE ARCHITECTURE LS-411 SIGNAGE DETAILS

LANDSCAPE ARCHITECTURE LS-412 SIGNAGE DETAILS

LANDSCAPE ARCHITECTURE LS-413 FURNISHING DETAILS

LANDSCAPE ARCHITECTURE LS-414 FURNISHING DETAILS

LANDSCAPE ARCHITECTURE LS-415 PLAY EQUIPMENT DETAILS

LANDSCAPE ARCHITECTURE LS-416 PLAY EQUIPMENT DETAILS

LANDSCAPE ARCHITECTURE LS-417 PLAY EQUIPMENT DETAILS

LANDSCAPE ARCHITECTURE LS-418 PLAY EQUIPMENT DETAILS

LANDSCAPE ARCHITECTURE LS-419 HILLSIDE SLIDE DETAILS

LANDSCAPE ARCHITECTURE LS-420 BOARDWALK DETAILS

LANDSCAPE ARCHITECTURE LS-500 HARDSCAPE SCHEDULE

LANDSCAPE ARCHITECTURE LS-501 UTILITY FIXTURE SCHEDULE

LANDSCAPE ARCHITECTURE LS-502 FURNISHING SCHEDULE

LANDSCAPE ARCHITECTURE LP-100 LANDSCAPE KEY PLAN

LANDSCAPE ARCHITECTURE LP-101 LANDSCAPE PLAN

LANDSCAPE ARCHITECTURE LP-102 LANDSCAPE PLAN

LANDSCAPE ARCHITECTURE LP-103 LANDSCAPE PLAN

LANDSCAPE ARCHITECTURE LP-104 LANDSCAPE PLAN

LANDSCAPE ARCHITECTURE LP-105 LANDSCAPE PLAN

LANDSCAPE ARCHITECTURE LP-106 LANDSCAPE PLAN

LANDSCAPE ARCHITECTURE LP-107 LANDSCAPE PLAN

LANDSCAPE ARCHITECTURE LP-400 LANDSCAPE DETAILS

LANDSCAPE ARCHITECTURE LP-500 LANDSCAPE SCHEDULE

SPLASHPAD FN-100 SPLASHPAD MECHANICAL DETAILS

SPLASHPAD FN-101 SPLASHPAD MECHANICAL DETAILS

SPLASHPAD FN-102 SPLASHPAD MECHANICAL DETAILS

SPLASHPAD FN-103 SPLASHPAD MECHANICAL DETAILS

IRRIGATION IP-100 IRRIGATION KEY PLAN

IRRIGATION IP-101 IRRIGATION PLAN

IRRIGATION IP-102 IRRIGATION PLAN

IRRIGATION IP-103 IRRIGATION PLAN

IRRIGATION IP-104 IRRIGATION PLAN

IRRIGATION IP-105 IRRIGATION PLAN

IRRIGATION IP-106 IRRIGATION PLAN

IRRIGATION IP-107 IRRIGATION PLAN

IRRIGATION IP-200 IRRIGATION SLEEVING PLAN

IRRIGATION IP-300 IRRIGATION DETAILS

IRRIGATION IP-301 IRRIGATION DETAILS

IRRIGATION IP-302 IRRIGATION DETAILS

IRRIGATION IP-303 IRRIGATION DETAILS

ARCHITECTURE A0.0 COVER SHEET

ARCHITECTURE A0.2 GENERAL NOTES & SPECIFICATIONS

ARCHITECTURE A0.4 ADA NOTES & SPECIFICATIONS

ARCHITECTURE A0.5 ADA NOTES & SPECIFICATIONS

ARCHITECTURE A0.7 CODE SUMMARY & LIFE SAFETY PLAN

ARCHITECTURE A1.0 FOUNDATION & FLOOR PLANS

ARCHITECTURE A1.1 ROOF PLAN & REFLECTED CEILING PLAN

ARCHITECTURE A3.0 BUILDING ELEVATIONS

ARCHITECTURE A3.1 BUILDING ELEVATIONS

ARCHITECTURE A4.0 BUILDING SECTIONS

ARCHITECTURE A4.2 WALL SECTION

ARCHITECTURE A5.0 DETAILS

ARCHITECTURE A6.0 RESTROOM ELEVATIONS

ARCHITECTURE A7.0 WALL & DOOR SCHEDULE

ARCHITECTURE A7.1 WINDOW SCHEDULE

STRUCTURAL S-0.0 GENERAL NOTES

STRUCTURAL S-0.1 SPECIAL INSPECTIONS

STRUCTURAL S-1.0 REF. SITE PLAN

STRUCTURAL S-2.0 RESTROOM FOUNDATION & ROOF FRAMING PLAN

STRUCTURAL S-2.1 SECTIONS & DETAILS

STRUCTURAL S-3.0 PAVILION FOUNDATION & ROOF FRAMING PLANS

STRUCTURAL S-3.1 SECTIONS & DETAILS

STRUCTURAL S-4.0 WALKWAY FOUNDATION PLAN

STRUCTURAL S-4.1 WALKWAY FRAMING PLAN

STRUCTURAL S-4.2 SECTIONS & DETAILS

STRUCTURAL S-4.3 SECTIONS & DETAILS

MECHANICAL M0.1 MECHANICAL LEGEND AND NOTES

MECHANICAL M1.1 MECHANICAL RESTROOM PLANS

ELECTRICAL E0.1 ELECTRICAL LEGEND AND NOTES

ELECTRICAL E0.2 ELECTRICAL SCHEDULES

ELECTRICAL E1.0 ELECTRICAL SITE PLAN

ELECTRICAL E1.1 ELECTRICAL RESTROOM PLANS

ELECTRICAL E1.2 ELECTRICAL PAVILION PLANS

PLUMBING P0.1 PLUMBING LEGEND AND NOTES

PLUMBING P1.1 PLUMBING RESTROOM PLANS

MOCK UP INDEX

DISCIPLINE ITEM DETAIL/SHEET

LANDSCAPE ARCHITECTURE

CONCRETE SIDEWALK WITH APPROPRIATE FINISHES (BROOM FINISH, EXPOSED AGGREGATE FINISH, (30 FT2 MIN.) APPROVED MOCK-UP MAY REMAIN AS PART OF THE FINISHED WORK

LANDSCAPE ARCHITECTURE GRANITE RUBBLE WALLS (5' LENGTH MIN.) - WALLS SHOULD HAVE APPROPRIATE FINISHES, CAPS, AND

RANDOM ASHLAR PATTERN. APPROVED MOCK-UP MAY REMAIN AS PART OF THE FINISHED WORK.

LANDSCAPE ARCHITECTURE SALVAGED CONCRETE WALLS (5' LENGTH MIN.) APPROVED MOCK-UP MAY REMAIN AS PART OF THE

FINISHED WORK.

LANDSCAPE ARCHITECTURE WOOD TRAIL WALLS (5' LENGTH MIN.) APPROVED MOCK-UP MAY REMAIN AS PART OF THE FINISHED WORK.

LANDSCAPE ARCHITECTURE BOULDER WALLS (5' LENGTH MIN.) APPROVED MOCK-UP MAY REMAIN AS PART OF THE FINISHED WORK.

LANDSCAPE ARCHITECTURE 6" AND 12" FLUSH CONCRETE CURB (10' LENGTH, INCLUDING ONE EXPANSION JOINT). APPROVED MOCK-UP

MAY REMAIN AS PART OF THE FINISHED WORK.

LANDSCAPE ARCHITECTURE 6" HEADER CURB (10' LENGTH, INCLUDING ONE EXPANSION JOINT). APPROVED MOCK-UP MAY REMAIN AS

PART OF THE FINISHED WORK.

LANDSCAPE ARCHITECTURE DECORATIVE PAVING (10 FT2 MIN.) APPROVED MOCK-UP MAY REMAIN AS PART OF THE FINISHED WORK

LANDSCAPE ARCHITECTURE ROADSIDE BIOSWALE. MOCKUP TYPICAL CHAMBER WITH CURB, WEIRS, EDGE RESTRAINTS, AND STONE.

APPROVED MOCK-UP MAY REMAIN AS PART OF THE FINISHED WORK.

SHOP DRAWING INDEX

DISCIPLINE ITEM DETAIL/SHEET

LANDSCAPE ARCHITECTURE PLAYGROUND EQUIPMENT AND LAYOUT WITH APPROPRIATE FALL ZONES.

LANDSCAPE ARCHITECTURE PLAYGROUND RUBBERIZED SURFACING INDICATIVE OF THE PATTERN AND/OR COLORS BEING USED.

LANDSCAPE ARCHITECTURE EMBANKMENT SLIDES

LANDSCAPE ARCHITECTURE CUSTOM PLAYGROUND STRUCTURES

LANDSCAPE ARCHITECTURE BOARDWALK - INCLUDING, BUT NOT LIMITED TO, DRAWINGS FOR ALL METAL/WOOD ATTACHMENTS, ATTACHMENT TO HEADER WALLS, AND NET ATTACHMENT TO TREE

LANDSCAPE ARCHITECTURE WALL & STAIR PROFILES

LANDSCAPE ARCHITECTURE GATEWAY STRUCTURE

LANDSCAPE ARCHITECTURE CISTERN

LANDSCAPE ARCHITECTURE CIRCULAR BENCH

LANDSCAPE ARCHITECTURE FOOTBRIDGE

LANDSCAPE ARCHITECTURE SPLASH PAD BENCHES

LANDSCAPE ARCHITECTURE SPLASH PAD LAYOUT AND MECHANICAL DRAWINGS

LANDSCAPE ARCHITECTURE ENTRANCE SIGN - CONSTRUCTION AND GRAPHICS

LANDSCAPE ARCHITECTURE INTERPRETIVE SIGNS - CONSTRUCTION AND GRAPHICS

LANDSCAPE ARCHITECTURE PLAYGROUND RULES SIGNS - CONSTRUCTION AND GRAPHICS

LANDSCAPE ARCHITECTURE DOG PARK RULES SIGNS - CONSTRUCTION AND GRAPHICS

LANDSCAPE ARCHITECTURE DOG PARK FENCE - INCLUDING POST LAYOUT AND SPACING, AND SLOPES

LANDSCAPE ARCHITECTURE ROAD-SIDE BIOSWALE

LANDSCAPE ARCHITECTURE ART INSTALLATION CONCRETE PADS

STRUCTURAL BOARDWALK FABRICATION (SEE STRUCTURAL) (SEE STRUCTURAL)

SAMPLE INDEX

DISCIPLINE ITEM DETAIL/SHEET

LANDSCAPE ARCHITECTURE GRANITE FOR WALLS

LANDSCAPE ARCHITECTURE RUBBERIZED SURFACING - ALL COLORS

LANDSCAPE ARCHITECTURE ARTIFICIAL TURF & RUBBER INFILL

LANDSCAPE ARCHITECTURE PLAYGROUND WOOD STAIN COLOR SAMPLES

LANDSCAPE ARCHITECTURE PAINT AND POWDERCOAT COLOR ON ALL APPLICABLE MATERIALS/METAL TYPES

LANDSCAPE ARCHITECTURE WOOD STAIN COLOR ON ALL APPLICABLE MATERIALS/WOOD TYPES

LANDSCAPE ARCHITECTURE BOARDWALK NETTING ROPES

SUBMITTAL INDEX

LANDSCAPE ARCHITECTURE LITHOSEAL AT JOINTS

LANDSCAPE ARCHITECTURE ADA TRUNCATED DOME PAVERS

LANDSCAPE ARCHITECTURE DECORATIVE PAVING

LANDSCAPE ARCHITECTURE CRUSHED AGGREGATE AND STONE EDGING

LANDSCAPE ARCHITECTURE PLAYGROUND SAND

LANDSCAPE ARCHITECTURE FURNISHINGS CUT SHEET/COLOR SAMPLES

LANDSCAPE ARCHITECTURE RIVER STONE

LANDSCAPE ARCHITECTURE BOULDERS

NOTE: CONTRACTOR TO REFER TO SPECIFICATIONS FOR ANY ADDITIONAL MOCK-UPS, SHOP DRAWINGS, SAMPLES, OR

SUBMITTALS REQUIRED.

1/LS-500 2/LS-500

1/LS-405

2/LS-405

3/LS-405

5/LS-401

4/LS-401

1/LS-419

1/LS-404

1/LS-413

2/LS-413

1/LS-414

2/LS-414

3/LS-414

1/LS-409

1/LS-411

2/LS-411

3/LS-411

6/LS-401

4/LS-411

7/LS-500

1/LS-418

1/LS-420

3/LS-413

1/LS-410 2/LS-410

3/LS-410

4/LS-414

2/LS-404

5/LS-420

2/LS-420 4/LS-420

2/LS-418

1/LS-415 2/LS-415 3/LS-415

4/LS-415 5/LS-415 6/LS-415

7/LS-415 1/LS-416 2/LS-416

3/LS-416 4/LS-416 1/LS-417

2/LS-417 3/LS-417

1/LS-320 1/LS-321

ARBORIST PRESCRIPTIONS REQUIRED

TREE # NOTES

1 36" HARDWOOD. MAIN IMPACT FROM NEW MULTI-USE TRAIL

2 37" HARDWOOD. MAIN IMPACT FROM NEW MULTI-USE TRAIL

4 35" HARDWOOD. MAIN IMPACT FROM NEW MULTI-USE TRAIL

33 52" HARDWOOD. MAIN IMPACT FROM NEW STAGE/PAVILION

40 36" HARDWOOD. MAIN IMPACT FROM NEW DOG PARK. ARTIFICIAL TURF TO BE LAID ON-GRADE WITH MINIMAL DISTURBANCE TO EXISTING GRADES.

55 25" HARDWOOD. MAIN IMPACT FROM EXISTING DRIVEWAY REMOVAL AND SIDEWALK/GRADING.

60 30" HARDWOOD. MAIN IMPACT FROM EXISTING BUILDING DEMOLITION AND SIDEWALK/GRADING.

85 42" HARDWOOD. MAIN IMPACT FROM NEW HILLSIDE PATH AND GRADING

109 18" PINE. MAIN IMPACT FROM GRADING NEAR WATER TOWER SITE

118 23" HARDWOOD. MAIN IMPACT FROM NEW SIDEWALK/GRADING.

127 24" HARDWOOD. MAIN IMPACT FROM NEW PLAYGROUND, BOARDWALK COLUMN FOUNDATIONS AND NET ATTACHMENT.

135 25" HARDWOOD. MAIN IMPACT FROM NEW SIDEWALK/GRADING AND PLAYGROUND

NOTE: CONTRACTOR TO ACQUIRE AND SUBMIT ARBORIST PRESCRIPTIONS FOR REVIEW PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITY WITHIN THE CRITICAL ROOT ZONES OF THE TREES LISTED ABOVE. SEE NOTES FOR WORK REQUIREMENTS WITHIN SENSITIVE ROOT ZONES (SRZ). IF ARBORIST DETERMINES TREE IS UNLIKELY TO SURVIVE

DEMOLITION/CONSTRUCTION ACTIVITY, CONSULT WITH LANDSCAPE ARCHITECT.

3/LS-406

1/LS-500

3/LS-400

8/LS-401

15/LS-500

5/LS-500

16/LS-500

17/LS-500

19/LS-500

1/LS-420

3/LS-405

6/LS-500

1/LS-405

4/LS-401

8/LS-500 9/LS-500 10/LS-500

11/LS-50012/LS-500

1/LS-415 2/LS-415 3/LS-415

3/LS-415 6/LS-415

2/LS-502 3/LS-502 4/LS-502

5/LS-502 6/LS-502 7/LS-502

8/LS-502 9/LS-502

7/LS-415

7/LS-401

SHTS. FN-100/1/2/3

2/LS-119

2/LS-119

22/LS-500

GENERAL NOTES:

1. ALL WORK DESCRIBED IN THE PLAN NOTES SHALL BE INCLUDED IN THE

CONTRACTORS BID.

2. THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE LANDSCAPE

ARCHITECT IMMEDIATELY IF PLAN DISCREPANCIES, SITE CONFLICTS, OR

OTHER UNFORESEEN CONDITIONS ARE DISCOVERED THAT IMPACT THE

WORK.

3. EROSION CONTROL: THE CONTRACTOR SHALL INSTALL AND MAINTAIN

STORMWATER EROSION CONTROL MEASURES TO PREVENT EROSION

WITHIN THE PROJECT AREA PER THE PLANS AND IN ACCORDANCE WITH

LOCAL REGULATIONS. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL

MEASURES NECESSARY TO STABILIZE THE SITE THROUGHOUT FINAL

COMPLETION AT NO ADDITIONAL COST TO THE OWNER. THIS WORK MAY

INCLUDE BUT IS NOT LIMITED TO: TEMPORARY GRADING, ESTABLISHING

TEMPORARY BERMS, TEMPORARY SEEDING, TEMPORARY SODDING,

DEPLOYING EROSION MATS, HAY BALES, COCONUT ROLLS, SILT PONDS,

INLET PROTECTION, AND SILT FENCE.

4. UTILITIES: THE GENERAL CONTRACTOR SHALL MARK AND PROTECT ALL

UTILITIES WITHIN THE LIMITS OF WORK AND IDENTIFY POTENTIAL

CONFLICTS WITH PROPOSED WORK FOR THE DURATION OF THE PROJECT.

COST OF REPAIRS TO UTILITIES DAMAGED FROM CONSTRUCTION

ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR.

5. CONTRACTOR IS RESPONSIBLE FOR PULLING APPLICABLE PERMITS AND

SCHEDULING REQUIRED INSPECTIONS AS REQUIRED TO COMPLETE THE

WORK.

6. ALL REFUSE, DEBRIS, AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL

BE RECYCLED TO THE GREATEST EXTENT POSSIBLE. NON-RECYCLED

MATERIALS SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE

CONTRACTOR.

7. THE GENERAL CONTRACTOR SHALL NOT ENCROACH ON PRIVATE

PROPERTY WITHOUT A WRITTEN TEMPORARY OR PERMANENT ACCESS

AGREEMENT.

8. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE

PROTECTED AS REQUIRED BY THE AUTHORITY WITH JURISDICTION. IN THE

ABSENCE OF REQUIREMENTS, THE CONTRACTOR SHALL EMPLOY BEST

PRACTICES TO PREVENT MUD AND CONSTRUCTION DEBRIS FROM

ENTERING THE PUBLIC WAYS AND MAINTAIN A CLEAN CONSTRUCTION

ACCESS POINT.

9. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND MAINTAIN

OPERATION OF TRAFFIC SIGNAL SYSTEMS AND TRAFFIC MOVEMENT

DURING CONSTRUCTION.

10.THE CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL LAYOUT

DIMENSIONS PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR

REWORK, AT THEIR OWN EXPENSE, OF AREAS THAT ARE NOT BUILT PER

THE PLANS.

11. ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE JURISDICTIONAL

STANDARDS, SPECIFICATIONS, AND DETAILS. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO ACQUIRE THESE DOCUMENTS, BE FAMILIAR WITH

THEM, AND HAVE THEM ON THE JOB SITE AT ALL TIMES.

12.ROADWAY SIGNAGE AND STRIPING SHALL CONFORM WITH THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION WITH ALL

REVISIONS INCLUDED.

13. ALL CONSTRUCTION VEHICLES SHALL PARK IN AREAS DESIGNATED BY THE

OWNER.

14.THE CONTRACTOR SHALL PROVIDE LOCKABLE TEMPORARY ACCESS

CONTROL FENCING AT THE PROJECT LIMITS FOR THE DURATION OF THE

PROJECT.

TREE PROTECTION NOTES:

1. TREE PROTECTION ZONES (TPZ) SHALL BE DELINEATED WITH TREE

PROTECTION MEASURES INCLUDING, AT A MINIMUM, TEMPORARY FENCING

AND SIGNAGE THAT SAYS “TREE PROTECTION ZONE - NO ENTRY”.

2. TREE PROTECTION MEASURES TO BE MAINTAINED AT ALL TIMES.

3. ONCE ALL TREE PROTECTION MEASURES HAVE BEEN INSTALLED,

CONTRACTOR SHALL NOTIFY APPROVED BY LANDSCAPE ARCHITECT OR

ARBORIST TO ARRANGE INSPECTION OF SITE AND APPROVAL OF SITE

PROTECTION REQUIREMENTS.

4. NO GRADING, EQUIPMENT OR MATERIAL STORAGE, OR DISPOSAL OF

MATERIALS MAY OCCUR WITHIN A TPZ UNLESS SPECIFICALLY NOTED.

5. AREAS WITHIN A TPZ ARE DESIGNATED SENSITIVE ROOT ZONES.

6. DIRECTIONAL TUNNELING AND BORING MAY BE PERMITTED WITHIN A TPZ IF

APPROVED BY ARBORIST.

7. SENSITIVE ROOT ZONE AREAS: THE CONTRACTOR SHALL USE EXTRA CARE

WHILE WORKING IN AREAS DESIGNATED AS SENSITIVE ROOT ZONES (SRZ)

AND CONSULT AN ARBORIST DURING OPERATIONS IN THESE AREAS.

SENSITIVE ROOT ZONES ARE CONSTRUCTION AREAS LOCATED WITHIN THE

CRITICAL ROOT ZONE OF SPECIMEN TREES AND ARE SHOWN ON THE

PLANS WITH A UNIQUE HATCH. OPEN FACE CUTS IN THESE AREAS THAT

ARE CONSISTENT WITH AN APPROVED PLAN AND THAT REQUIRE ROOT

PRUNING, REQUIRE THE SERVICES OF A QUALIFIED ARBORIST OR

APPROVED TREE PROFESSIONAL. AN EXPLORATORY DIG, EITHER BY HAND

OR USING A LOW WATER PRESSURE HYDRO VAC METHOD, MUST BE

COMPLETED PRIOR TO COMMENCING WITH OPEN FACE CUTS IN SRZ TO

ASSESS THE BEST METHOD APPROACH TO MINIMIZING DAMAGE TO TREE

ROOTS. THIS MAY INCLUDE EXPOSING AND REROUTING TREE ROOTS TO

AVOID IMPACTS, ROOT PRUNING OR OTHER METHODS RECOMMENDED BY

THE CONTRACTOR'S ARBORIST.

7.1. IN AREAS IDENTIFIED AS SENSITIVE ROOT ZONES, THE FOLLOWING

MEASURES SHALL BE USED TO PROTECT TREE ROOTS: TEMPORARY

ROOT PROTECTION SHALL CONSIST OF A COMBINATION OF FILTER

FABRIC, 6” OF CLEAN CRUSHED STONE, AND PLYWOOD OR GROUND

PROTECTION CONSTRUCTION MATS AS APPROVED BY LANDSCAPE

ARCHITECT OR ARBORIST.

7.1. AIR-SPADING AND HAND DIGGING ARE THE ONLY APPROPRIATE

METHODS FOR EXCAVATION WITHIN SRZ; COORDINATE WITH OWNER'S

REPRESENTATIVE AND CONSULTING ARBORIST.

7.2. ALL FILL/BACK FILL IN SRZ AREAS THAT ARE NOT PAVED TO BE

SUBSTITUTED WITH LIGHTWEIGHT BACKFILL. LIGHTWEIGHT BACKFILL IS

A 1:1 RATIO OF TOPSOIL (SEE LANDSCAPE NOTES) AND COMPLETE

LANDSCAPE MIX (CLM) SUPPLIED BY ITSAUL NATURAL LLC OR EQUAL.

BACKFILL SHALL BE PLACED IN 6” LAYERS AND HAND COMPACTED.

7.3. ALL GRAVEL OR AGGREGATE SUB BASE FOR SIDEWALKS AND PAVING

IN SRZ AREAS TO BE SUBSTITUTED WITH ENGINEERED BACKFILL.

ENGINEERED BACKFILL IS STRUCTURAL SOIL FOR BRIDGING OVER

EXISTING TREE ROOTS SUPPLIED BY ITSAUL NATURAL LLC OR EQUAL.

FOLLOW MANUFACTURER'S INSTRUCTIONS FOR USE.

ITSAUL NATURAL LLC

124 FREIGHT LANE

DAHLONEGA GA 30533

800-301-2887 706-864-7664

LAYOUT PLAN NOTES:

1. DO NOT SCALE FROM DRAWINGS.

2. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE AT FACE OF WALL, FACE

OF BUILDING, FACE OF CURB, EDGE OF PAVEMENT, OR CENTERLINE OF

PAVEMENT.

3. ALL EDGES OF PAVEMENT ARE TO BE STRAIGHT AND RADII CONSISTENT.

4. CONSTRUCTION LAYOUT STAKING FOR ALL PROJECT ELEMENTS SHALL BE

PERFORMED BY A LAND SURVEYOR OR APPROVED PROFESSIONAL USING

DIGITAL DRAWINGS PROVIDED BY THE DESIGN TEAM.

5. ALL CONSTRUCTION STAKING SHALL BE APPROVED BY OWNER'S

REPRESENTATIVE PRIOR TO CONSTRUCTION.

6. IF DIMENSIONS VARY BY 1/2" OR MORE OR ALTER THE DRAINAGE FLOW

DIRECTION, NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S

REPRESENTATIVE FOR REVIEW AND CONFIRMATION PRIOR TO

PROCEEDING WITH CONSTRUCTION.

7. ALL +/- DIMENSIONS SHOULD NOT VARY MORE THAN 1". IF VARIATIONS ARE

GREATER THAN 1", CONTACT THE LANDSCAPE ARCHITECT OR OWNER'S

REPRESENTATIVE PRIOR TO PROCEEDING WITH CONSTRUCTION.

8. PROVIDE EXPANSION JOINTS AT ALL VERTICAL SURFACES INCLUDING BUT

NOT LIMITED TO BUILDING WALLS, SITE WALLS, STEP RISERS AND CURBS.

9. PROVIDE EXPANSION JOINTS AT THE BACK OF ALL CURBS ADJACENT TO

CONCRETE SIDEWALKS AND A MAXIMUM OF 30' APART ON ALL CONCRETE

WALLS AND PAVING. PROVIDE CONTROL JOINTS AT REGULAR INTERVALS

PER THE AMERICAN CONCRETE INSTITUTE BEST PRACTICES TO CONTROL

CRACKING. IF EXPANSION JOINTS AND CONTROL JOINTS ARE NOT SHOWN

ON THE PLANS THE CONTRACTOR SHALL PROVIDE A PLAN MARKUP

SHOWING PROPOSED LOCATIONS FOR APPROVAL BY LANDSCAPE

ARCHITECT.

10. ALL EXPANSION AND CONTROL JOINTS SHALL ALIGN WHEREVER

PROPOSED WORK MEETS EXISTING.

11.THE CONTRACTOR SHALL HAVE ALL SUB-SURFACE UTILITY AND SLEEVING

WORK INSPECTED AND APPROVED PRIOR TO BEGINNING OF HARDSCAPE

STAKING AND CONSTRUCTION.

12. AT ALL LOCATIONS WHERE EXISTING CURB OR PAVEMENT ABUT NEW

CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR PAVEMENT SHALL

BE SAWCUT TO A CLEAN, SMOOTH EDGE.

GRADING PLAN NOTES:

ABBREVIATIONS:

INV: DRAIN INVERT EOP: EDGE OF PAVEMENT

EX: EXISTING GRADE LAND: LANDING

BC: BOTTOM OF CURB BW: BOTTOM OF WALL

TC: TOP OF CURB TW: TOP OF WALL

BS: BOTTOM OF STAIRS BR: BOTTOM OF RAMP

TS: TOP OF STAIRS TR: TOP OF RAMP

BB: BOTTOM OF BOULDER WALL

TB: TOP OF BOULDER WALL

1. ALL BUILDING DOWNSPOUTS SHALL BE PIPED TO AREAS BEYOND THE

LANDSCAPE BEDS AND DAYLIGHTED IN AREAS WITH POSITIVE DRAINAGE

OR CONNECTED DIRECTLY TO THE STORM WATER DRAINAGE SYSTEM

UNLESS OTHERWISE SPECIFIED.

2. CONTRACTOR SHALL ESTABLISH AND PROTECT A TEMPORARY

BENCHMARK (T.B.M.) TO BE USED DURING CONSTRUCTION. THE

CONTRACTOR SHALL SUBMIT THE (T.B.M) LOCATION AND ELEVATION TO

THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.

3. ALL FORM WORK ELEVATIONS SHALL BE SET AND CHECKED RELATIVE TO

THE (T.B.M.) PRIOR TO CONSTRUCTING HARDSCAPE ELEMENTS INCLUDING

BUT NOT LIMITED TO CURBS, SIDEWALKS, STEPS, AND WALLS.

4. THE CONTRACTOR SHALL CLEAN ALL CURBS, PAVEMENTS, AND MASONRY

SURFACES PRIOR TO THE SUBSTANTIAL COMPLETION PUNCH WALK.

5. GRADES BETWEEN SPOT ELEVATIONS SHALL BE CONSTANT SLOPES.

6. FINISHED HARDSCAPE SLOPES SHALL BE GREATER THAN 1 PERCENT AND

POSITIVE FLOW WITHOUT PUDDLING OR PONDING.

7. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AT ALL STORM

INLETS UNTIL THE FINAL ASPHALT REPAIR WORK IS INSTALLED.

COORDINATE AND REVIEW PROCEDURES WITH OWNER'S REPRESENTATIVE

AND THE CITY PUBLIC WORKS DEPARTMENT INSPECTOR.

8. THE CONTRACTOR SHALL CONFIRM DRAIN INVERT ELEVATIONS OF ALL

INLETS PRIOR TO BEGINNING DEMOLITION WORK. ANY DISCREPANCY

BETWEEN EXISTING CONDITIONS AND THE SURVEY SHALL BE REPORTED

TO THE OWNER AND/OR OWNERS REPRESENTATIVE.

9. RAMPS - MAXIMUM SLOPE IS 8.33%.

10.FLOW LINE AGAINST CURB - MINIMUM SLOPE IS 0.5%

11.PIPES - MINIMUM SLOPE IS 0.75%

12.CURBS - CURB HEIGHT MAY VARY FROM 4" - 7"

13.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH

GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT

POLES, SIGN POLES, MANHOLES, CATCH BASINS, HAND HOLES, WATER AND

GAS GATES, HYDRANTS, ETC. UNLESS OTHERWISE NOTED ON THE PLANS

OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. IN THE EVENT A

UTILITY OWNER IS TO RELOCATE ITS OWN FACILITIES, THE CONTRACTOR

SHALL COORDINATE HIS WORK WITH THESE COMPANIES AND SHALL

NOTIFY THEM OF WORK AFFECTING THEIR FACILITIES IN ADVANCE.

14.THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS FROM EXISTING

DRAINAGE STRUCTURES, PIPES, AND CULVERTS THAT ARE RETAINED

BEFORE ANY WORK BEGINS AND AT THE COMPLETION OF THE PROJECT.

15.WHERE NEW PAVING MEETS EXISTING PAVING, MEET LINE AND GRADE OF

EXISTING WITH NEW CONSTRUCTION.

16.FINISH GRADES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ENSURING THAT ALL NEW PAVED AREAS ARE GRADED TO DRAIN, EITHER

TO EXISTING OR NEW STRUCTURES AND FREE OF PONDING OR STANDING

WATER THAT WILL NOT COMPLETELY EVAPORATE WITHIN 24 HOURS.

PAVING AREAS THAT DO NOT MEET THESE REQUIREMENTS WILL BE

REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.

17.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH

ALL FEDERAL, STATE AND LOCAL ACCESSIBILITY CODES.

ELECTRICAL NOTES:

1. EXPOSED CONDUIT, ELECTRICAL BOXED AND PANELS: GENERAL

CONTRACTOR SHALL ENSURE THAT ALL ELECTRICAL CONDUIT AND

JUNCTION BOXES ARE CONCEALED FROM VIEW AND PAINTED TO MATCH

ADJACENT STRUCTURES UNLESS THE DESIGN OR SITE CONDITIONS MAKE

IT IMPRACTICAL OR INFEASIBLE. THE CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS AND PLAN MARKUPS FOR APPROVAL DESCRIBING THE

APPROACH TO CONCEALING THIS WORK.

LANDSCAPE NOTES:

1. ALL PLANT MATERIALS ARE TO CONFORM TO THE LATEST EDITION OF THE

AMERICAN ASSOCIATION OF NURSERYMAN STANDARDS FOR NURSERY

STOCK (AANSNS).

2. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT WHEN SITE

CONDITIONS PROHIBIT THE INSTALLATION OF PLANT MATERIALS AS

DESIGNED.

3. FINE GRADING: CONTRACTOR SHALL FINE GRADE LANDSCAPE BEDS TO

DRAIN WATER AWAY FROM BUILDINGS AND PROVIDE POSITIVE DRAINAGE

BEYOND THE LIMITS OF THE PLANTING BED. PUDDLING AND STANDING

WATER WITHIN LANDSCAPE BEDS OTHER THAN BIORETENTION SHALL NOT

BE ACCEPTED.

4. SOIL AMENDMENTS: UNLESS OTHERWISE SPECIFIED, A 3" DEPTH OF

EQUAL-MIX MINERAL TOPSOIL, AGED FINES, AND COMPOSTED COW

MANURE SHALL BE ROTO-TILLED TO A DEPTH OF 6” INTO NATIVE SOILS OF

LANDSCAPE PLANTING BEDS. SOIL MIXES APPROVED AS EQUALS MAY BE

APPROVED AT THE DISCRETION OF LANDSCAPE ARCHITECT.

5. MULCH: ALL PLANTING BEDS, EXCEPT SEED BEDS, ARE TO BE MULCHED TO

A MINIMUM DEPTH OF 4". FREE-STANDING TREES ARE TO BE MULCHED IN A

MIN. 5' DIAMETER UNLESS IMPEDED BY HARDSCAPE.

6. ALL TREE STAKING AND EARTHEN TREE RINGS SHALL REMOVED BY THE

CONTRACTOR THE END OF THE WARRANTY PERIOD. REPLACE MULCH TREE

RING AREAS AS ORIGINALLY SPECIFIED.

7. SUBSTITUTIONS OF PLANT CULTIVARS AND SPECIES SHALL BE PERMITTED

ONLY IF MATERIALS ARE NOT AVAILABLE FROM MULTIPLE SOURCES WITHIN

500 MILES OF THE PROJECT. PROPOSED SUBSTITUTIONS SHALL BE

SUBMITTED TO LANDSCAPE ARCHITECT IN WRITING WITH A LIST OF

SOURCES CHECKED FOR THE ORIGINAL PLANT. ALL SUBSTITUTIONS SHALL

BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING.

8. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING LANDSCAPE AREAS

INCLUDING WATERING, WEEDING, MULCHING, APPLICATION OF PESTICIDES,

HERBICIDES, AND FERTILIZER UNTIL FINAL ACCEPTANCE BY OWNER. ON

PROJECTS WITH EXISTING IRRIGATION: THE CONTRACTOR SHALL

COORDINATE NEW WORK WITH THE EXISTING SYSTEM (IF APPLICABLE) TO

ENSURE THEY ARE COMPATIBLE AND PROVIDE FULL COVERAGE

THROUGHOUT CONSTRUCTION AND THE WARRANTY PERIOD. INCIDENTAL

WORK REQUIRED TO REPAIR OR REPLACE DAMAGED OR MISSING

IRRIGATION WITHIN ANY AREA DISTURBED BY CONSTRUCTION IS THE

RESPONSIBILITY OF THE CONTRACTOR.

9. BURLAP SHALL BE PULLED BACK TO EXPOSE TOP OF ROOT BALL AND THE

TOPS OF WIRE BASKETS ARE TO BE CUT OR BENT BACK INTO PLANTING

HOLE.

10.TOPS OF ROOT BALLS FOR TREES SHALL BE PLANTED 1 INCH ABOVE

SURROUNDING GRADE.

11.PLANTING HOLES FOR TREES AND SHRUBS NOT IN PLANTING BEDS

SHOULD BE A MINIMUM OF TWO TIMES THE DIAMETER OF THE ROOT BALL.

12.WARRANTY: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR

1-YEAR FROM FINAL ACCEPTANCE UNLESS OTHERWISE SPECIFIED. PLANTS

THAT DON'T MEET THE STANDARDS FOR HEALTH AS SET FORTH IN THE

AANSNS SHALL BE REPLACED BY CONTRACTOR AT THE EARLIEST TIME

SEASONABLE AND PRACTICAL TO PLANT.

LANDSCAPE PLANTING MIXES

1. BACKFILL MIX AND PLANTING MIX: EQUAL MIX OF SUITABLE NATIVE SOIL,

AGED FINES, AND COMPOSTED COW MANURE.

2. TURF DRAINAGE SOIL BACKFILL: A RATIO OF 80% SAND MIX TO 20% NATIVE

TOPSOIL.

3. BIOSWALE SOIL BACKFILL: 65% SAND MIX, 20% NATIVE SOIL, 15% COMPOST.

LANDSCAPE SOIL COMPONENTS AND MULCH

1. NATIVE SOIL: MINERAL SOIL EXISTING AT THE LOCATIONS OF PROPOSED

PLANTING TO BE USED FOR SOIL MODIFICATION THAT IS FREE

DELETERIOUS MATERIALS AND STONES GREATER THAN 1/2" DIAMETER.

2. SAND MIX: CONSISTING OF APPROXIMATELY 60% MEDIUM SIZED SAND WITH

GRANULES MEASURING BETWEEN 0.25 - 0.50 MM, WITH 20% FINE SAND

(GRANULES BETWEEN 0.1 - 0.25 MM) AND 20% COARSE SAND (0.5 - 1.0 MM

GRANULES)

3. COMPOST: COMPOST SHALL BE US COMPOSTING COUNCIL-STA CERTIFIED

OR MEET THE FOLLOWING REQUIREMENTS:

4. ORGANIC CONTENT BETWEEN 35-65%, MATURITY TEST: SEEDLING

GERMINATION AND VIGOR SHOULD BE >80% OF THE CONTROL.

5. STABILITY TEST: STABLE OR VERY STABLE RATING BASED ON CO2

RESPIRATION.

6. CARBON: NITROGEN RATIO SHOULD BE 14-20, ELECTRICAL CONDUCTIVITY

TO BE <5.0 DS/M (OR MMHOS/CM)PATHOGENS AND METALS. MEETS OR

EXCEEDS USEPA STANDARDS FOR CLASS A BIOSOLIDS, OR STATE

STANDARDS.

7. CONTAMINANTS: UNDER 1% OR 0.5% METAL, GLASS, PLASTIC AND OTHER

INERT MATERIALS. UNDER 0.1% PLASTIC FILM IN MULCH, OR 0.25% FOR

AMENDING

8. MULCH: MULCH SHALL CONSIST OF 100% SHREDDED HARDWOOD FIBERS,

AGED A MINIMUM OF 1 YEAR PRIOR TO INSTALLATION, AND FREE FROM

PINE MULCH, WOOD CHIPS, BARK, SOIL, ROCKS, AND WEEDS. THE MAXIMUM

LENGTH OF ANY INDIVIDUAL COMPONENT SHALL BE TWO INCHES (2”) AND A

MINIMUM OF SEVENTY-FIVE PERCENT (75%) OF THE MULCH SHALL PASS

THROUGH A ONE INCH (1”) SCREEN. MULCH SHALL BE FREE OF

GERMINATION-INHIBITING INGREDIENTS. THE MULCH SHALL HAVE THE

CHARACTERISTICS OF RETAINING MOISTURE, FORMING A MAT NOT

SUSCEPTIBLE TO SPREADING BY WIND, RAIN, OR FLOATING IN PONDING

WATER, AND PROVIDE A GOOD GROWTH MEDIUM FOR PLANTS. MULCH

SHALL NOT FLOAT IN PONDING WATER.

9. PLAYGROUND MULCH: THE PLAYGROUND MULCH SHALL MEET THE FALL

REQUIREMENTS OF THE PLAYGROUND EQUIPMENT IT IS SURROUNDING.

PLAYGROUND MULCH SHALL BE ENGINEERED FROM VIRGIN HARDWOOD

FIBERS, FREE FROM RECYCLED PALLET MATERIAL, RECYCLED HARDWOOD,

PINE OR BARK, OR OTHER CHEMICALS AND OTHER CONTAMINANTS THAT

MAY BE HARMFUL TO CHILDREN. PLAYGROUND MULCH SHALL CONFORM

TO ASTM F1292 STANDARD SPECIFICATION FOR IMPACT ATTENUATION OF

SURFACE SYSTEMS UNDER AND AROUND PLAYGROUND EQUIPMENT AND

CONFORM TO ASTM F2075 STANDARD SPECIFICATION FOR ENGINEERED

WOOD FIBER FOR USE AS A PLAYGROUND SAFETY SURFACE UNDER AND

AROUND.

10.PONDS, BIORETENTION AREAS, BIOSWALES, AND OTHER STORMWATER

FACILITIES: LANDSCAPE AREAS AND SUBGRADES SHALL BE CONSTRUCTED

TO MEET THE PERCOLATION REQUIREMENTS OF THE CIVIL ENGINEER'S

STORM DESIGN AND PROVIDE A PERCOLATION RATE OF AT LEAST ½ INCH

PER HOUR. AVOID COMPACTION OF SOILS WITHIN STORMWATER

FACILITIES BY USING A PRIMARY TILLING OPERATION SUCH AS A CHISEL

PLOW, RIPPER, OR SUBSOILER TO REFRACTURE THE SOIL PROFILE

THROUGH THE 12 INCH COMPACTION ZONE. ROTOTILL 2 TO 3 INCHES OF

SAND INTO THE BASE OF THE BIORETENTION FACILITY BEFORE

BACKFILLING THE SAND LAYER. PUMP ANY PONDED WATER BEFORE

BACKFILLING.

VERSION 1.0 - 2023.11.03

DO NOT CHANGE OR DELETE THIS NOTE

Q U A L I T Y C O N T R O L L O G

75% SUBMITTAL REVIEW

100% SUBMITTAL REVIEW

3RD PARTY REVIEW

CIVIL

ARCHITECTURAL

ELECTRICAL

STRUCTURAL

IRRIGATION

REVIEWER

INITIALS:

DA

DA

DA

DA

DA

DATE: 04/25/2025

RE-WORK COMPLETED + CHECKED

DA

DA

DA

DA

DA

DATE: 04/30/2025PM INITIALS:

QA/QC CERTIFICATION

INITIALS: DATE:

REVIEWER INITIALS: PP DATE: 04/18/2025

RE-WORK COMPLETED + CHECKED

DA DATE: 04/30/2025PM INITIALS:

REVIEWER INITIALS: PP DATE: 01/27/2025

RE-WORK COMPLETED + CHECKED

DATE: 02/10/2025

PM: DA

PIC: AW

LA OF RECORD: AW

PM INITIALS: DA

04/25/2025 04/25/2025 04/25/2025 04/25/2025

05/08/2025

P:

\P

R O

JE

C

TS

\2

S ou th C an to n Pa rk \C

AD

\S

H

EE

TS

\L

-0

O pe ni ng S he et s.

dw g (G

-0

) P lo tte d on

M ay

7,

- 3

:5 5p m b y da rg o checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s s e a l r e v i s i o n s

1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t n o r t h a r r o w + s c a l e

Copyright. All rights reserved. Reproduction in whole or in part is prohibited. This drawing as an instrument of service is the property of TSW and may not be used in any way without the written permission of this office.

p r o j e c t i n f o r m a t i o n

G

EO

RGIA

04/30/2025

GENERAL NOTES

G-002

DA

AW

DA

24074

CITY OF CANTON

770.720.7674

CANTON, GA 30114

SOUTH CANTON

PARK

APRIL 30, 2025

100% CONSTRUCTION DOCUMENTS

CANTON, GA 30114

110 ACADEMY STREET

2939 MARIETTA HWY

R O

JE

C

TS

\2

S ou th C an to n Pa rk \C

AD

\S

H

EE

TS

\L

-0

O pe ni ng S he et s.

dw g (G

-0

) P lo tte d on

M ay

7,

- 3

:5 5p m b y da rg o checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s s e a l r e v i s i o n s

1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t n o r t h a r r o w + s c a l e

Copyright. All rights reserved. Reproduction in whole or in part is prohibited. This drawing as an instrument of service is the property of TSW and may not be used in any way without the written permission of this office.

p r o j e c t i n f o r m a t i o n

G

EO

RGIA

04/30/2025

307.3 POST-MOUNTED OBJECTS. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS

SHALL OVERHANG CIRCULATION PATHS 12 INCHES MAXIMUM WHEN LOCATED 27 INCHES

MINIMUM AND 80 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE A SIGN OR

OTHER OBSTRUCTION IS MOUNTED BETWEEN POSTS OR PYLONS AND THE CLEAR DISTANCE

BETWEEN THE POSTS OR PYLONS IS GREATER THAN 12 INCHES, THE LOWEST EDGE OF SUCH

SIGN OR OBSTRUCTION SHALL BE 27 INCHES MAXIMUM OR 80 INCHES MINIMUM ABOVE THE

FINISH FLOOR OR GROUND.

307.4 VERTICAL CLEARANCE. VERTICAL CLEARANCE SHALL BE 80 INCHES HIGH MINIMUM.

GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS

LESS THAN 80 INCHES HIGH. THE LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE

LOCATED 27 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

307.5 REQUIRED CLEAR WIDTH. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH

REQUIRED FOR ACCESSIBLE ROUTES.

308 REACH RANGES

308.2 FORWARD REACH.

308.2.1 UNOBSTRUCTED. WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH

FORWARD REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW FORWARD REACH SHALL BE

15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND.

308.2.2 OBSTRUCTED HIGH REACH. WHERE A HIGH FORWARD REACH IS OVER AN

OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A

DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE

HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM WHERE THE REACH DEPTH IS 20

INCHES MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD

REACH SHALL BE 44 INCHES MAXIMUM AND THE REACH DEPTH SHALL BE 25 INCHES

MAXIMUM.

308.3.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A

PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION,

THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAXIMUM AND THE DEPTH OF THE

OBSTRUCTION SHALL BE 24 INCHES MAXIMUM. THE HIGH SIDE REACH SHALL BE 48 INCHES

MAXIMUM FOR A REACH DEPTH OF 10 INCHES MAXIMUM. WHERE THE REACH DEPTH EXCEEDS

10 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAXIMUM FOR A REACH DEPTH OF 24

INCHES MAXIMUM.

309 OPERABLE PARTS

309.2 CLEAR FLOOR SPACE. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE

PROVIDED.

309.3 HEIGHT. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES

SPECIFIED IN 308.

309.4 OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT

REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO

ACTIVATE OPERABLE PARTS SHALL BE MAXIMUM 5 POUNDS.

402 ACCESSIBLE ROUTES

402.2 COMPONENTS. ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1:20, DOORWAYS, RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES, ELEVATORS, AND PLATFORM LIFTS. ALL

COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS.

403 WALKING SURFACES

403.3 SLOPE. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20.

THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48.

403.5 CLEARANCES

403.5.1 CLEAR WIDTH. EXCEPT AS PROVIDED IN 403.5.2 AND 403.5.3, THE CLEAR WIDTH OF

WALKING SURFACES SHALL BE 36 INCHES MINIMUM. EXCEPTION: THE CLEAR WIDTH SHALL BE

PERMITTED TO BE REDUCED TO 32 INCHES MINIMUM FOR A LENGTH OF 24 INCHES MAXIMUM

PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48

INCHES LONG MINIMUM AND 36 INCHES WIDE MINIMUM.

403.5.2 CLEAR WIDTH AT TURN. WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN

AROUND AN ELEMENT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTH SHALL BE 42 INCHES MINIMUM APPROACHING THE TURN, 48 INCHES MINIMUM AT THE TURN AND 42 INCHES MINIMUM

LEAVING THE TURN.

403.5.3 PASSING SPACES. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES

SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAXIMUM. PASSING SPACES

SHALL BE EITHER: A SPACE 60 INCHES MINIMUM BY 60 INCHES MINIMUM; OR, AN INTERSECTION

OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH 304.3.2 WHERE

THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48 INCHES MINIMUM BEYOND THE

INTERSECTION.

EGRESS

*SOURCE: 2018 INTERNATIONAL BUILDING CODE

1005.4 THE MINIMUM WIDTH AND REQUIRED CAPACITY OF THE MEANS OF EGRESS REQUIRED FROM ANY STORY OF A BUILDING SHALL NOT BE REDUCED ALONG THE PATH OF EGRESS TRAVEL UNTIL

ARRIVAL AT THE PUBLIC WAY.

1009.2 EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC WAY.

1028.5 THE EXIT DISCHARGE SHALL PROVIDE A DIRECT AND UNOBSTRUCTED ACCESS TO A PUBLIC WAY. EXCEPTION: WHERE ACCESS TO A PUBLIC WAY CANNOT BE PROVIDED, A SAFE DISPERSAL

AREA SHALL BE PROVIDED WHERE ALL OF THE FOLLOWING ARE MET:

1. THE AREA SHALL BE OF A SIZE TO ACCOMMODATE NOT LESS THAN 5 SQUARE FEET FOR

EACH PERSON.

2. THE AREA SHALL BE LOCATED ON THE SAME LOT NOT LESS THAN 50 FEET AWAY FROM THE

BUILDING REQUIRING EGRESS.

3. THE AREA SHALL BE PERMANENTLY MAINTAINED AND IDENTIFIED AS A SAFE DISPERSAL

AREA.

4. THE AREA SHALL BE PROVIDED WITH A SAFE AND UNOBSTRUCTED PATH OF TRAVEL FROM

THE BUILDING.

1104 AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE SITE SHALL BE PROVIDED FROM PUBLIC

TRANSPORTATION STOPS, ACCESSIBLE PARKING, ACCESSIBLE PASSENGER LOADING ZONES, AND

PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE SERVED.

1. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE

FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.

GENERAL ADA NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH ALL FEDERAL,

STATE AND LOCAL ACCESSIBILITY CODES.

2. THIS INFORMATION IS SUPPLEMENTARY TO THE CONTRACT DOCUMENTS AND IS LIMITED

TO MINIMUM ACCESSIBILITY REQUIREMENTS. REFER TO CONSTRUCTION DETAILS FOR

ADDITIONAL CONSTRUCTION REQUIREMENTS.

CONTENTS

302 FLOOR OR GROUND SURFACES

303 CHANGES IN LEVEL

304 TURNING SPACE

305 CLEAR FLOOR OR GROUND SPACE

307 PROTRUDING OBJECTS

308 REACH RANGES

309 OPERABLE PARTS

402 ACCESSIBLE ROUTES

EGRESS

403 WALKING SURFACES

404 DOORS, DOORWAYS, AND GATES

405 RAMPS

406 CURB RAMPS

502 PARKING SPACES

503 PASSENGER LOADING ZONES

504 STAIRWAYS

505 HANDRAILS

602 DRINKING FOUNTAINS

705 DETECTABLE WARNINGS

1003 RECREATIONAL BOATING FACILITIES

1008 PLAY AREAS

1009 SWIMMING POOLS, WADING POOLS, AND SPAS

*SOURCE: 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (UNLESS LABELED OTHERWISE)

302 FLOOR OR GROUND SURFACES

302.1 GENERAL. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT.

SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED.

302.3 GRATES AND OPENINGS. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW

PASSAGE OF A SPHERE MORE THAN 12 INCH DIAMETER. ELONGATED OPENINGS SHALL BE

PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF

TRAVEL.

303 CHANGES IN LEVEL

303.2 VERTICAL. CHANGES IN LEVEL OF 14 INCH HIGH MAXIMUM SHALL BE PERMITTED TO BE

VERTICAL.

303.3 BEVELED. CHANGES IN LEVEL BETWEEN 14 INCH HIGH MINIMUM AND 12 INCH HIGH MAXIMUM

SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.

303.4 RAMPS. CHANGES IN LEVEL GREATER THAN 12 INCH HIGH SHALL BE RAMPED AND SHALL

COMPLY WITH 405 OR 406.

304 TURNING SPACE

304.2 FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF A TURNING SPACE

SHALL COMPLY WITH 302. CHANGES IN LEVEL ARE NOT PERMITTED.

304.3 SIZE. TURNING SPACE SHALL COMPLY WITH 304.3.1 OR 304.3.2.

304.3.1 CIRCULAR SPACE. THE TURNING SPACE SHALL BE A SPACE OF 60 INCHES DIAMETER

MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE

COMPLYING WITH 306.

304.3.2 T-SHAPED SPACE. THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A

60 INCH SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES WIDE MINIMUM. EACH ARM OF

THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MINIMUM IN EACH DIRECTION AND THE

BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MINIMUM. THE SPACE SHALL BE

PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 306 ONLY AT THE END

OF EITHER THE BASE OR ONE ARM.

304.4 DOOR SWING. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES.

305 CLEAR FLOOR OR GROUND SPACE

305.2 FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR

GROUND SPACE SHALL COMPLY WITH 302. CHANGES IN LEVEL ARE NOT PERMITTED.

305.3 SIZE. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MINIMUM BY 48 INCHES

MINIMUM.

305.4 KNEE AND TOE CLEARANCE. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND

SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 306.

305.5 POSITION. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE

POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT.

305.6 APPROACH. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE

SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE.

305.7 MANEUVERING CLEARANCE. WHERE A CLEAR FLOOR OR GROUND SPACE IS LOCATED IN

AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL

MANEUVERING CLEARANCE SHALL BE PROVIDED IN ACCORDANCE WITH 305.7.1 AND 305.7.2.

305.7.1 FORWARD APPROACH. ALCOVES SHALL BE 36 INCHES WIDE MINIMUM WHERE THE

DEPTH EXCEEDS 24 INCHES.

305.7.2 PARALLEL APPROACH. ALCOVES SHALL BE 60 INCHES WIDE MINIMUM WHERE THE

DEPTH EXCEEDS 15 INCHES.

307 PROTRUDING OBJECTS

307.2 PROTRUSION LIMITS. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT

MORE THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES

MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS SHALL BE PERMITTED TO

PROTRUDE 4-1

2 INCHES MAXIMUM.

OBJECTS MOUNTED TO FREE-STANDING POST

OR PYLONS MAY OVERHANG 12", WITH THEIR

LEADING EDGE NO HIGHER THAN 27".

M

AX

. 2 7"

MAX. 12"CANE HITS POST OR

PYLON BEFORE

PERSON HITS OBJECT

CANE RANGE

OBJECTS MOUNTED BETWEEN TWO

POLES OR PYLONS MUST SPAN GREATER

THAN 12" AND MUST HAVE THEIR

LEADING EDGE NO HIGHER THAN 27".

SIGN OR

OBSTRUCTION

GREATER THAN 12"

M

AX

. 2 7"

THE RANGE OF REACH FOR OBJECTS

OVER OBSTRUCTIONS THAT HAVE A

PARALLEL APPROACH CLEARANCE

SHALL BE MIN. 34" FROM FINISHED

FLOOR AND MAX. 46" FROM FINISHED

FLOOR.

24" 30"

PA

R

AL

LE

R

EA

C H

R

AN

G E

O

VE

R O

BS

TR

U C

TI

O

N

" M

IN

" M

AX

WALL OBJECTS MOUNTED WITH THEIR

LEADING EDGE HIGHER THAN 27" MUST

NOT PROTRUDE MORE THAN 4" FROM THE

WALL. MINIMUM VERTICAL CLEARANCE

FOR OBSTACLES INCLUDING TREE

BRANCHES AND OVERHEAD SIGNS IS 80".

4" MAX.

OBSTRUCTION

ABOVE

" M

IN

H

IG

H

ER

T H

AN

7"

WALL OBJECTS MOUNTED WITH THEIR

LEADING EDGE AT 27" OR BELOW ARE

NOT RESTRICTED IN WIDTH.

" O

R B

EL

O

W

CLEAR WIDTH ANY WIDTH

THE RANGE OF REACH FOR

OBJECTS THAT ONLY HAVE

FORWARD APPROACH

CLEARANCE SHALL BE MIN.

15" FROM FINISHED FLOOR

AND MAX. 48" FROM

FINISHED FLOOR.

FO

R

W

AR

D R

EA

C

H R

AN

G

E

" M

IN

" C

LE

AR

48"

MAXIMUM FORWARD REACH OVER AN OBSTRUCTION

1. X SHALL BE < 25".

2. Z SHALL BE > X. WHEN X < 20", THEN Y SHALL

BE 48" MAX.

3. WHEN X IS 20 TO 25", THEN Y SHALL BE 44" MAX.

X

48"

Z

Y

308.3 SIDE REACH.

308.3.1 UNOBSTRUCTED. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL

APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH

SHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES MINIMUM

ABOVE THE FINISH FLOOR OR GROUND.

THE RANGE OF REACH FOR OBJECTS

THAT HAVE A PARALLEL APPROACH

CLEARANCE SHALL BE MIN. 9" FROM

FINISHED FLOOR AND MAX. 54" FROM

FINISHED FLOOR.

9" M

IN

" M

AX

PA

R

AL

LE

L R

EA

C

H R

AN

G

E

30" 10"

MAX.

FIGURE 307A LIMITS OF PROTRUDING OBJECTS

FIGURE 307B POST-MOUNTED PROTRUDING OBJECTS

FIGURE 308A UNOBSTRUCTED FORWARD REACH

FIGURE 308B OBSTRUCTED HIGH FORWARD REACH

FIGURE 308C UNOBSTRUCTED SIDE REACH

FIGURE 308D OBSTRUCTED HIGH SIDE REACH

404 DOORS, DOORWAYS, AND GATES

404.2 MANUAL DOORS, DOORWAYS, AND MANUAL GATES. MANUAL DOORS AND DOORWAYS

AND MANUAL GATES INTENDED FOR USER PASSAGE SHALL COMPLY WITH 404.2.

404.2.1 REVOLVING DOORS, GATES, AND TURNSTILES. REVOLVING DOORS, REVOLVING

GATES, AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE.

404.2.2 DOUBLE-LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF

DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH 404.2.3 AND 404.2.4.

404.2.3 CLEAR WIDTH. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES

MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED

BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES.

OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES

MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING OF 36

INCHES MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING

WIDTH LOWER THAN 34 INCHES ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO

THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FINISH FLOOR

OR GROUND SHALL NOT EXCEED 4 INCHES.

404.2.4 MANEUVERING CLEARANCES. MINIMUM MANEUVERING CLEARANCES AT DOORS AND

GATES SHALL COMPLY WITH 404.2.4. MANEUVERING CLEARANCES SHALL EXTEND THE FULL

WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE.

404.2.4.2 DOORWAYS WITHOUT DOORS OR GATES, SLIDING DOORS, AND FOLDING DOORS.

DOORWAYS LESS THAN 36 INCHES WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR

FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE

404.2.4.2.

404.2.4.3 RECESSED DOORS AND GATES. MANEUVERING CLEARANCES FOR FORWARD

APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES OF THE LATCH

SIDE OF A DOORWAY PROJECTS MORE THAN 8 INCHES BEYOND THE FACE OF THE DOOR,

MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE.

404.2.4.4 FLOOR OR GROUND SURFACE. FLOOR OR GROUND SURFACE WITHIN REQUIRED

MANEUVERING CLEARANCES SHALL COMPLY WITH 302. CHANGES IN LEVEL ARE NOT

PERMITTED. EXCEPTION: CHANGES IN LEVEL AT THRESHOLDS COMPLYING WITH 404.2.5

SHALL BE PERMITTED.

404.2.5 THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 12 INCH HIGH

MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY

WITH 302 AND 303.

404.2.6 DOORS IN SERIES AND GATES IN SERIES. THE DISTANCE BETWEEN TWO HINGED OR

PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES MINIMUM PLUS THE

WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE.

404.2.7 DOOR AND GATE HARDWARE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER

OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 309.4. OPERABLE PARTS OF

SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH

FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING

HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. EXCEPTION: ACCESS

GATES IN BARRIER WALLS AND FENCES PROTECTING POOLS, SPAS, AND HOT TUBS SHALL BE

PERMITTED TO HAVE OPERABLE PARTS OF THE RELEASE OF LATCH ON SELF-LATCHING

DEVICES AT 54 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PROVIDED THE

SELF-LATCHING DEVICES ARE NOT ALSO SELF-LOCKING DEVICES AND OPERATED BY MEANS

OF A KEY, ELECTRONIC OPENER, OR INTEGRAL COMBINATION LOCK.

404.2.8 CLOSING SPEED

404.2.8.1 DOOR CLOSERS AND GATE CLOSERS. DOOR CLOSERS AND GATE CLOSERS

SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME

REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS

5 SECONDS MINIMUM.

404.2.10 DOOR AND GATE SURFACES. SWINGING DOOR AND GATE SURFACES WITHIN 10

INCHES OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A

SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR

GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL

BE WITHIN 1

16 INCH OF THE SAME PLANE AS THE OTHER. EXCEPTION: DOORS AND GATES

THAT DO NOT EXTEND TO WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND SHALL

NOT BE REQUIRED TO COMPLY WITH 404.2.10.

GROUND OR FLOOR LEVEL

1/ 4"

M

AX

FIGURE 303A VERTICAL CHANGE IN LEVEL

1. AT LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL BE ACCESSIBLE.

EXCEPTION: LOADING AND SERVICE ENTRANCES THAT ARE NOT THE ONLY ENTRANCE TO A

TENANT SPACE.

2. WHERE PROVIDED, DIRECT ACCESS FOR PEDESTRIANS FROM PARKING STRUCTURES TO

BUILDINGS OR FACILITY ENTRANCES SHALL BE ACCESSIBLE. SEE SHEET LS-103 FOR

ACCESSIBILITY DIAGRAM.

ADA NOTES

G-003

DA

AW

DA

24074

CITY OF CANTON

770.720.7674

CANTON, GA 30114

SOUTH CANTON

PARK

APRIL 30, 2025

100% CONSTRUCTION DOCUMENTS

CANTON, GA 30114

R O

JE

C

TS

\2

S ou th C an to n Pa rk \C

AD

\S

H

EE

TS

\L

-0

O pe ni ng S he et s.

dw g (G

-0

) P lo tte d on

M ay

7,

- 3

:5 5p m b y da rg o checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f…