Historic Brookhaven: 3905 Peachtree Dunwoody

Historic Brookhaven

3905 peachtree dunwoody road | atlanta, georgia 30342

Historically Noble

SARAH SMITH ELEMENTARY SCHOOL | SUTTON MIDDLE SCHOOL | NORTH ATLANTA HIGH SCHOOL This stunning, one-of-a-kind, charming Historic Brookhaven home showcases so much character. A gorgeous- professionally landscaped yard features exquisite gardens and a greenhouse which provide a tranquil sanctuary. The spectacular sunroom with a gorgeous view of the petite heated Pebble Tec plunge pool is perfect for an office, library or den. Entertaining dozens is easy with the spacious formal dining room and accommodating guest house. Hardwood floors flow throughout the house and lead you to an incredible gourmet kitchen with a breakfast bar and breakfast room. This home is a true treasure. This captivating residence offers the opportunity to make it your own. It is permit ready for expansion to make a larger, still gorgeous, Historic Brookhaven home. These plans are a wonderful option you can use now, next year or further down the road. video.3905PeachtreeDunwoodyRd.com | www.3905PeachtreeDunwoodyRd.com

28"

6"

28"

FRONT VIEW

SIDE VIEW

FLOW

FABRIC

4' MAX O.C.

6"

TRENCH

(WOVEN WIRE FENCE BACKING)

1 TON/ACRE

1 TON/ACRE

9/1-11/1 3/1-4/1

3/1-6/5

1-1/2 - 2 LBS.

2-3 LBS.

WINTER RYE

*WEEPING LOVEGRASS

LIME

1-1/2 - 2 LBS.

Slt

BARRIER

SEDIMENT

TEMPORARY

STORM DRAIN OUTLET PROTECTION

TEMPORARY

SEDIMENT TRAP

SEDIMENT BASIN

N

60-90

60-90

120-180

120-180

120-180

120-180

120-180

120-180

FERTILIZER (LBS./ACRE) P205 K20

60-90

(Label)

TYPE

Re

Ds4

Ds3

Ds2

Dsl

(Label)

0

2

(Label)

Stl

Sd3

Sd2

(Indicate type)

Co

MAP SYMBOL

EROSION CONTROL MEASURES

GRASSING / CLEAN UP

BUILDING / PAVING

UTILITIES

FINISH GRADING

ROUGH GRADING

CLEAR AND GRUB

NO. OF WEEKS

DETAIL

DESCRIPTION

DISTURBANCE AREA LEFT IDLE SHALL BE STABILIZED WITH TEMPORARY VEGETATION AFTER 14 DAYS: AFTER 30 DAYS PERMANENT VEGETATION SHALL BE ESTABLISHED.

NO GRADED SLOPE SHALL EXCEED 2h:1v.

4

6

8

10

12

14

16

18

A paved or short section of rip rap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.

An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.

A barrier to present sediment from leaving the construction site. It may be sandbag, bales of straw or hay, brush, logs and poles, gravel, or a sediment fence. The barriers are usually temporary and inexpensive.

A basin created by the construction of a barrier or dam across a waterway or by excavating a basin or by a combination of both. They usually consist of a dam, a pipe outlet, and an emergency spillway. The size of the structure will depend upon the location, size of drainage area, soil type, and rainfall pattern.

A wall installed to stabilize cut and fill slopes where maximum permissible slopes are not obtainable. Each situation will require special design.

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVAL PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

DETAIL DRAWINGS FOR ALL STRUCTURAL PRACTICES, SPECIFICATIONS MUST, AT A MINIMUM, MEET THE STANDARDS SET FORTH IN THE MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA.

7.

8.

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, CONCURRENT WITH, LAND DISTURBING ACTIVITIES.

4.

6.

STATEMENT- "ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION."

3.

5.

SILT FENCE SHALL MEET THE REQUIREMENTS OF SECTION 171-TEMPORARY SILT FENCE, OF THE DEPARTMENT OF TRANSPORTATION, STATE OF GEORGIA, STANDARD SPECIFICATIONS, 1933 EDITION AND BE WIRED REINFORCED.

MAINTENANCE STATEMENT - "EROSION CONTROL MEASURES WILL BE INSPECTED DAILY AND AFTER EACH RAIN, AND REPAIRED BY GENERAL CONTRACTOR. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTION."

2.

HAUL ROUTE IS NOT REQUIRED

Planting vegetation, such as trees, shrubs, vines, grasses, or legumes, on highly erodible or critically eroding areas (does not include tree planting mainly for wood products).

Applying plant residues or other suitable materials not produced on the site to the soil surface.

60 CU.YD.

THESE FIGURES ARE APPROXIMATE CONTRACTOR TO CONFIRM CALCULATIONS

DEBRIS

DEBRIS REMOVAL:

1.

EROSION CONTROL NOTES

PROPERTY IS ZONED R-3 MIN. FRONT YARD SETBACK: 50' MIN. SIDE YARD SETBACK: 10' MIN. REAR YARD SETBACK: 20' MINIMUM LOT AREA: 18,000 SF MAXIMUM LOT COVERAGE: 40% MAXIMUM F.A.R. ALLOWED: 0.40

Applying plant residues or other suitable materials not produced on the site to the soil surface.

Establishing a temporary vegetative cover with fast growing seeding on disturbed areas.

A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.

Before starting land disturbing activities, the contractor is required to schedule a pre-construction meeting with erosion and sediment control. Call (404) 546-1300. Failure to schedule may result in a STOP WORK ORDER or PERMIT REVOCATION

NOTE: TEMPORARY STABILIZATION (MULCHING ONLY) WHEN SEEDING WILL NOT HAVE A SIUTABLE GROWING MAY BE ACCOMPLISHED WITH: STRAW OR HAY - 2-1/2 TONS/ACRE. WOOD WASTE, BARK, SAWDUST - 2-3" DEEP (APPROX. 6-9 TONS/ACRE.

*HYDROSEED ON ALL 2:1 SLOPES.

*APPLY (1) ONE TON OF AGRICULTURAL LIME EVERY 4-6 YEARS OR AS BY INDICATED BY SOIL TEST.

1 TON/ACRE

DATES

9/1-11/1

RATE/1000S.F.

SPECIES

KY 31 FESCUE

(HYDROSEEDING RATES

Sd3

Sd2

Sdl-C

Re

RETAINING WALL

(WITH SODDING)

STABILIZATION

DISTURBED AREA

(WITH PERMANENT VEGETATION)

STABILIZATION

DISTURBED AREA

(WITH MULCH ONLY)

STABILIZATION

DISTURBED AREA

(WITH TEMPORARY SEEDING)

STABILIZATION

FOR TEMPORARY EROSION CONTROL

NOTE: USE STEEL POST - ONLY

NOTE: USE 36" D.O.T. APPROVED FABRIC

NOTE: FENCE DETAIL NOT TO SCALE

SILT FENCE BARRIER DETAIL - TYPE -C

2"

GRASSING SCHEDULE

Sd1-C

30" MIN.

30" MIN.

Ds4

Ds3

Ds2

Dsl

Co

DISTURBED AREA

PRACTICE

CONSTRUCTION EXIT

CODE

SUBJECT PROPERTY DOES LIE WITHIN 200' OF A STREAM.

PERMIT IS FOR THE CONSTRUCTION OF AN ADDITION TO A SINGLE FAMILY RESIDENCE, DETACHED GARAGE, RETAINING WALLS, AND RECONSTRUCTION OF DRIVEWAY.

NO PARKING, NO STORAGE OF MATERIALS, PORTABLE RESTROOMS OR DUMPSTERS TO BE PLACED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN PROTECTED

SILT FENCING AND CONSTRUCTION ENTRANCE EXIT SHALL PROHIBIT SOIL FROM EXITING THE SITE.

SURVEY SIGNED BY GORDON PERSONS, GA. R.L.S. WITH ADVANCE SURVEY, INC, DATED MAY 7, 2013, SERVES AS THE BASE INFORMATION FOR THIS PLAN.

FLOOD STATEMENT: THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA ACCORDING TO F.I.R.M. PANEL # 13089C0051J, LAST REVISED ON MAY 16, 2013.

SITE

SURVEYOR ADVANCE SURVEY, INC 634 N. CLAYTON STREET LAWRENCEVILLE, GA 30046 PHONE: 770-995-0938

LANDSCAPE ARCHITECT LAND PLUS ASSOCIATES, LTD. 416 E. PACES FERRY ROAD, NE ATLANTA, GA 30305 CONTACT: CHRIS HOLDEN PHONE: 404-238-9595 Ext. 224

CONTRACTOR MACALLAN GROUP 1642 POWERS FERRY RD SE SUITE 250, MARIETTA GA 30067 DAVID CHILDERS

OWNER WILLIAM & GARMAN GORDON 3905 PEACHTREE DUNWOODY RD. ATLANTA, GA 30342 CONTACT: GARMAN GORDON

Co

4 F

0 A

4 X:

2 2

3 4

8 0

-

9 1

5 8

9 2

5 9

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF LAND PLUS ASSOCIATES, LTD., AND SHALL NOT BE REPRODUCED, PUBLISHED, OR USED IN ANY WAY WITHOUT THE CONSENT OF LAND PLUS ASSOCIATES, LTD. LAND PLUS ASSOCIATES, LTD., ASSUMES NO LIABILITY FOR ANY ELEMENTS CONSTRUCTED FROM THIS PLAN. IT IS THE RESPONSIBILITY OF THE PURCHASER OF THIS PLAN TO PERFORM THE FOLLOWING BEFORE BEGINNING ACTUAL CONSTRUCTION. 1.) BUILDER OR CONTRACTOR MUST VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2.) CONTRACTOR MUST VERIFY COMPLIANCE WITH ALL LOCAL BUILDING AND ZONING CODES IN THE AREA WHERE THE ELEMENTS ARE TO BE CONSTRUCTED. CAUTION MUST BE EXERCISED IN MAKING ANY CHANGES IN THIS PLAN. ONLY A QUALIFIED ENGINEER, LANDSCAPE ARCHITECT OR CONTRACTOR SHOULD ATTEMPT MODIFICATIONS AS EVEN MINOR CHANGES COULD LEAD TO MAJOR PROBLEMS IN ANOTHER AREA. THIS DRAWING SHALL NOT BE SCALED.

c COPYRIGHT 2012 LAND PLUS ASSOCIATES, LTD.速

R

LA N D P L US

JOB #: DATE:

22619 1" = 10'

OCT. 28, 2015

SHEET #:

L-1

DEMOLITION PLAN

NORTH

CH/AM

DRAWN / CHECKED:

SCALE:

REVISIONS

L.L. 10 DISTRICT 17 FULTON COUNTY

VICINITY & FEMA MAP

3905 Peachtree Dunwoody Road, NE Atlanta, GA 30342 Gordon Residence RELEASED FOR CONSTRUCTION - 10.28.2015

28"

6"

FRONT VIEW

SIDE VIEW

FLOW

FABRIC

4' MAX O.C.

6"

TRENCH

(WOVEN WIRE FENCE BACKING)

NOTE: USE 36" D.O.T. APPROVED FABRIC

NOTE: FENCE DETAIL NOT TO SCALE

Slt

Sd3

Sd2

Sdl-C

Re

Ds4

STABILIZATION

STORM DRAIN OUTLET PROTECTION

TEMPORARY

SEDIMENT TRAP

SEDIMENT BASIN

TEMPORARY

BARRIER

SEDIMENT

RETAINING WALL

(WITH SODDING)

STABILIZATION

DISTURBED AREA

(WITH PERMANENT VEGETATION)

STABILIZATION

DISTURBED AREA

(WITH MULCH ONLY)

STABILIZATION

DISTURBED AREA

(WITH TEMPORARY SEEDING)

1 TON/ACRE

1 TON/ACRE

9/1-11/1 3/1-4/1

3/1-6/5

1-1/2 - 2 LBS.

2-3 LBS.

WINTER RYE

*WEEPING LOVEGRASS

LIME

1-1/2 - 2 LBS.

N

60-90

60-90

120-180

120-180

120-180

120-180

120-180

120-180

FERTILIZER (LBS./ACRE) P205 K20

60-90

(Label)

TYPE

Re

Ds4

Ds3

Ds2

Dsl

(Label)

0

2

(Label)

Stl

Sd3

Sd2

(Indicate type)

Co

EROSION CONTROL MEASURES

GRASSING / CLEAN UP

BUILDING / PAVING

UTILITIES

FINISH GRADING

ROUGH GRADING

CLEAR AND GRUB

NO. OF WEEKS

DETAIL

DESCRIPTION

4

6

8

10

12

14

16

18

A paved or short section of rip rap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.

An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.

A barrier to present sediment from leaving the construction site. It may be sandbag, bales of straw or hay, brush, logs and poles, gravel, or a sediment fence. The barriers are usually temporary and inexpensive.

A basin created by the construction of a barrier or dam across a waterway or by excavating a basin or by a combination of both. They usually consist of a dam, a pipe outlet, and an emergency spillway. The size of the structure will depend upon the location, size of drainage area, soil type, and rainfall pattern.

A wall installed to stabilize cut and fill slopes where maximum permissible slopes are not obtainable. Each situation will require special design.

Applying plant residues or other suitable materials not produced on the site to the soil surface.

Planting vegetation, such as trees, shrubs, vines, grasses, or legumes, on highly erodible or critically eroding areas (does not include tree planting mainly for wood products).

Applying plant residues or other suitable materials not produced on the site to the soil surface.

Establishing a temporary vegetative cover with fast growing seeding on disturbed areas.

A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.

NO GRADED SLOPE SHALL EXCEED 2h:1v.

5.

Z

CRZ CRZ

CRZ

Z

CR

Z CR CRZ

CRZ

Z

CR

Z CR

Z CR

Z

CR

CRZ

CRZ

6'-2" MIN.

Z CR

CR

CRZ

CR

Z

CR

Z

CRZ

Z

CR

Co

Z

CR

CRZ

CRZ

Z

CR Z

CR Z

$ 280.00 RECOMPENSE OWED TO THE CITY OF ATLANTA

BASED UPON NET NEW IMPERVIOUS SURFACE BEING UNDER 1,000 sf, NO STORMWATER MEASURES ARE PROPOSED.

CR

($100 X (1-0)) + ($30 X (6-0)) = $280.00

($100 X (# OF TREES REMOVED - # TREES REPLACED)) + ($30 X (TOTAL DBH REMOVED - TOTAL CALIPER REPLACED)) RECOMPENSE OWED TO CITY OF ATLANTA

DETAIL DRAWINGS FOR ALL STRUCTURAL PRACTICES, SPECIFICATIONS MUST, AT A MINIMUM, MEET THE STANDARDS SET FORTH IN THE MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA.

8.

8,527 / 35,015 SF = 24.4% LOT COVERAGE TOTAL ALLOWED = 40% OR 14,006 SF

RECOMPENSE CALCULATIONS FOR ON-SITE TREE REMOVAL:

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVAL PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

7.

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, CONCURRENT WITH, LAND DISTURBING ACTIVITIES.

DISTURBANCE AREA LEFT IDLE SHALL BE STABILIZED WITH TEMPORARY VEGETATION AFTER 14 DAYS: AFTER 30 DAYS PERMANENT VEGETATION SHALL BE ESTABLISHED.

4.

6.

STATEMENT- "ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION."

2.

3.

SILT FENCE SHALL MEET THE REQUIREMENTS OF SECTION 171-TEMPORARY SILT FENCE, OF THE DEPARTMENT OF TRANSPORTATION, STATE OF GEORGIA, STANDARD SPECIFICATIONS, 1933 EDITION AND BE WIRED REINFORCED.

MAINTENANCE STATEMENT - "EROSION CONTROL MEASURES WILL BE INSPECTED DAILY AND AFTER EACH RAIN, AND REPAIRED BY GENERAL CONTRACTOR. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTION."

1.

EROSION CONTROL NOTES

HAUL ROUTE IS NOT REQUIRED

THESE FIGURES ARE APPROXIMATE CONTRACTOR TO CONFIRM CALCULATIONS

233 CU.YD.

DIRT HAUL-OFF REQUIRED:

948 SF 24 SF 729 SF 822 SF 71 SF 8,515 SF

CRZ

Before starting land disturbing activities, the contractor is required to schedule a pre-construction meeting with erosion and sediment control. Call (404) 546-1300. Failure to schedule may result in a STOP WORK ORDER or PERMIT REVOCATION

NOTE: TEMPORARY STABILIZATION (MULCHING ONLY) WHEN SEEDING WILL NOT HAVE A SIUTABLE GROWING MAY BE ACCOMPLISHED WITH: STRAW OR HAY - 2-1/2 TONS/ACRE. WOOD WASTE, BARK, SAWDUST - 2-3" DEEP (APPROX. 6-9 TONS/ACRE.

*HYDROSEED ON ALL 2:1 SLOPES.

*APPLY (1) ONE TON OF AGRICULTURAL LIME EVERY 4-6 YEARS OR AS BY INDICATED BY SOIL TEST.

1 TON/ACRE

DATES

9/1-11/1

RATE/1000S.F.

FOR TEMPORARY EROSION CONTROL

NOTE: USE STEEL POST - ONLY

SPECIES

KY 31 FESCUE

(HYDROSEEDING RATES

GRASSING SCHEDULE

Sd1-C

2"

28"

SILT FENCE BARRIER DETAIL - TYPE -C

30" MIN.

30" MIN.

Ds3

Ds2

Dsl

PRACTICE

Co

DISTURBED AREA

CONSTRUCTION EXIT

CODE

MAP SYMBOL

PLAN INFORMATION INDICATED HEREIN OBTAINED FROM SITE PLAN PROVIDED BY EITHER *OR(R) ARCHITECTS DATED OCT. 14, 2015.

SUBJECT PROPERTY DOES LIE WITHIN 200' OF A STREAM.

PERMIT IS FOR THE CONSTRUCTION OF AN ADDITION TO A SINGLE FAMILY RESIDENCE, DETACHED GARAGE, RETAINING WALLS, AND RECONSTRUCTION OF DRIVEWAY.

NO PARKING, NO STORAGE OF MATERIALS, PORTABLE RESTROOMS OR DUMPSTERS TO BE PLACED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN PROTECTED

SILT FENCING AND CONSTRUCTION ENTRANCE EXIT SHALL PROHIBIT SOIL FROM EXITING THE SITE.

SURVEY SIGNED BY GORDON PERSONS, GA. R.L.S. WITH ADVANCE SURVEY, INC, DATED MAY 7, 2013, SERVES AS THE BASE INFORMATION FOR THIS PLAN.

FLOOD STATEMENT: THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA ACCORDING TO F.I.R.M. PANEL # 13089C0051J, LAST REVISED ON MAY 16, 2013.

SITE

SURVEYOR ADVANCE SURVEY, INC 634 N. CLAYTON STREET LAWRENCEVILLE, GA 30046 PHONE: 770-995-0938

258 CU.YD. 25 CU.YD. 126 CU.YD.

TOTAL CUT AVAILABLE = TOTAL FILL NEEDED = TO BALANCE SITE

DIRT STATEMENT:

Z CR

Z

CR

Z CR

Z

CR

Z

CR

CRZ

Ds1 Ds2 Ds3 Ds4

CRZ

CRZ

CRZ

CRZ

Z

R

C

Z

CR

CRZ

Z CR

CR Z

Z R

C

CR Z

CR Z

CRZ

CR Z

CRZ

CRZ CR

CRZ CRZ

CRZ

LANDSCAPE ARCHITECT LAND PLUS ASSOCIATES, LTD. 416 E. PACES FERRY ROAD, NE ATLANTA, GA 30305 CONTACT: CHRIS HOLDEN PHONE: 404-238-9595 Ext. 224

Z

Z Z

1,551 SF - 1,308 SF 243 SF

CR

CR CR

560 SF + 748 SF 1,308 SF

Z

Z Z

TOTAL PROPOSED IMPERVIOUS TOTAL REMOVED IMPERVIOUS NET TOTAL IMPERVIOUS SURFACE

CR

CR CR

EX. DRIVEWAY REMOVED EX. DETACHED GARAGE REMOVED TOTAL REMOVED IMPERVIOUS

CR

Z

Z

CRZ

CRZ

CR

CR CRZ

CRZ Z Z

CRZ

Z

CRZ

CRZ

CRZ

1,429 SF 3,562 SF 313 SF 617 SF

CR

Z

Z Z

EXISTING HOUSE & STEPS EXISTING DRIVEWAY TO REMAIN EXISTING POOL & SPA EXISTING POOL DECK & CABANA EXISTING PATIO, GRILL, SHUFFLEBOARD EXISTING WALL & STPES PROPOSED HOUSE ADDITION PROPOSED DETACHED GARAGE PROPOSED WALLS & STEPS TOTAL PROPOSED COVERAGE

CRZ

CR CR

PROPOSED COVERAGE:

CRZ

CRZ

Z CR

CRZ

R

CRZ

C

Z

Z CR

CRZ

CRZ

Z CR

Z

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CRZ

CRZ

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CONTRACTOR MACALLAN GROUP 1642 POWERS FERRY RD SE SUITE 250, MARIETTA GA 30067 DAVID CHILDERS

Z CR

Z CR

Z CR

4 F

0 A

4 X:

2 2

3 4

8 0

-

9 1

5 8

9 2

5 9

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF LAND PLUS ASSOCIATES, LTD., AND SHALL NOT BE REPRODUCED, PUBLISHED, OR USED IN ANY WAY WITHOUT THE CONSENT OF LAND PLUS ASSOCIATES, LTD. LAND PLUS ASSOCIATES, LTD., ASSUMES NO LIABILITY FOR ANY ELEMENTS CONSTRUCTED FROM THIS PLAN. IT IS THE RESPONSIBILITY OF THE PURCHASER OF THIS PLAN TO PERFORM THE FOLLOWING BEFORE BEGINNING ACTUAL CONSTRUCTION. 1.) BUILDER OR CONTRACTOR MUST VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2.) CONTRACTOR MUST VERIFY COMPLIANCE WITH ALL LOCAL BUILDING AND ZONING CODES IN THE AREA WHERE THE ELEMENTS ARE TO BE CONSTRUCTED. CAUTION MUST BE EXERCISED IN MAKING ANY CHANGES IN THIS PLAN. ONLY A QUALIFIED ENGINEER, LANDSCAPE ARCHITECT OR CONTRACTOR SHOULD ATTEMPT MODIFICATIONS AS EVEN MINOR CHANGES COULD LEAD TO MAJOR PROBLEMS IN ANOTHER AREA. THIS DRAWING SHALL NOT BE SCALED.

c COPYRIGHT 2012 LAND PLUS ASSOCIATES, LTD.速

R

LA N D P L US

JOB #: DATE:

22619 1" = 10'

OCT. 28, 2015

SHEET #:

L-2

SITE PLAN

NORTH

CH/AM

DRAWN / CHECKED:

SCALE:

REVISIONS

L.L. 10 DISTRICT 17 FULTON COUNTY

729 SF + 822 SF 1,551 SF

Z CR CRZ

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CR

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3905 Peachtree Dunwoody Road, NE Atlanta, GA 30342 Gordon Residence

COVERAGE CALCULATIONS:

Z

CR

STORMWATER :

CRZ

PROPOSED HOUSE ADDITION PROPOSED DETACHED GARAGE TOTAL PROPOSED IMPERVIOUS

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SITE CALCULATIONS:

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TOTAL SITE AREA: 35,015 SF / 0.804 ACRES TOTAL DISTURBED AREA: 8,200 SF / .19 ACRES

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PROPERTY IS ZONED R-3

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MIN. FRONT YARD SETBACK: 50' MIN. SIDE YARD SETBACK: 10' MIN. REAR YARD SETBACK: 20' MINIMUM LOT AREA: 18,000 SF MAXIMUM LOT COVERAGE: 40% MAXIMUM F.A.R. ALLOWED: 0.40

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OWNER WILLIAM & GARMAN GORDON 3905 PEACHTREE DUNWOODY RD. ATLANTA, GA 30342 CONTACT: GARMAN GORDON

Z

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VICINITY & FEMA MAP

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RELEASED FOR CONSTRUCTION - 10.28.2015

JERE METCALF c. 770.337.7122 o. 404.237.5000 jere@atlantafinehomes.com

©MMXVI Sotheby’s International Realty Affiliates LLC. A Realogy Company. All Rights Reserved. Sotheby’s International Realty® is a registered trademark licensed to Sotheby’s International Realty Affiliates LLC. An Equal Opportunity Company. Equal Housing Opportunity. If your property is listed with a real estate broker, please disregard. It is not our intention to solicit the offerings of other real estate brokers. We are happy to work with them and cooperate fully.