Download - IF YOU DIG GEORGIA P-2 · 8 x 4" hw 18" pine 26" oak 25" oak 10" oak 12" oak 936 934 930 932 938 940 942 940 938 936 934 932 930 928 926 924 922 920 920 922 924 928 existing stairs

(2) 1" X 6" RUNNERS WITH 3/4"FLUSH TOP RAIL

1" X 4" "V" NOTCH TONGUEAND GROOVE

(2) 1" X 6" RUNNERS

5'

WIDTH PER PLAN

6" X 6" POST WITH CAP

1" CLEARFOOTER DEPTHTO BE 8" ORBELOW FROSTLINE (TYP.)CONCRETE

BED (TYP. FORALL POSTS)

300

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NOT RELEASEDfor Construction

Progress Prints

SIT

E P

ER

MIT

NO

TE

S

DATE:May 21, 2020

SHEET

P-2

SCALE:

PROJECT:20008

RELEASEDfor Construction

UTILITIES PROTECTION CENTER

IF YOU DIG GEORGIA...CALL US FIRST!

1-800-282-7411770-623-4344

(METRO ATLANTA ONLY)

IT'S THE LAW

VICINITY MAP

NO GRADED SLOPE SHALL EXCEED 3:1

ZONING INFORMATION & SITE CALCULATIONSCONTACT INFORMATIONOWNER:

1141 Dan Johnson Rd NEAtlanta, Georgia 30307

LANDSCAPE ARCHITECT:BELLWETHER LANDSCAPE ARCHITECTS, LLCCONTACT: TODD YEAGER

CONTRACTOR/HOME OWNER:

24-HOUR LOCAL CONTACT:

WATERS OF THE STATE DO NOT EXIST ON OR WITHIN200' OF THE PROJECT SITE.

Greg Sale & Jyoti Sharma

(404) 996-1232

SCALE: 1" = 1000'

SITE

EXISTING IMPERVIOUSAREA BREAKDOWN:

Driveway & Sidewalk: 2486 SFWalkway: 122 SFPorch: 1 0 9 S FHouse Footprint: 4249 SFSteps: 245 SFWalkway and Patio: 524 SFRetaining Walls: 243 SF

TOTAL EXISTING IMPERVIOUS AREA: 7,978 SF

CONSTRUCTION ENTRANCE/EXITSCALE: NOT TO SCALE

FEMA FLOOD MAP

SITE

4) Maintenance Statement - Erosion control measures will be inspectedweekly, after each rain and repaired by the general contractor.5) STATEMENT - Additional erosion control and sediment control measureswill be installed if deemed necessary by on-site inspection.6) Disturbed areas left idle shall be stabilized with temporary vegetation after14 days; after 30 days permanent vegetation shall be established.7) Vegetative Plans - For all temporary and permanent vegetative practicesincluding species, planting dates, seeding, fertilizer and mulching rates.8) See "Contact Information" for pertinent project contacts9) See "Contact Information" for erosion control contacts.

EROSION CONTROL NOTES1) The escape of sediment from the site shall be prevented by theinstallation, or erosion and sediment control measures and practices prior to,or concurrent with, land-disturbing activities.2) Erosion control measures will be maintained at all times. If fullimplementation of the approved plan does not provide for effective erosioncontrol, additional erosion control measures shall be implemented to controlor treat the sediment source.3) Silt fence shall meet the requirements of Section 171-temporary siltfence, of the Georgia Standard Specifications, 1993 Edition and be wirereinforced.

SUITABLE GROWING MAY BE ACCOMPLISHED WITH: STRAW OR HAY - 2-1/2 TONS/ACRE.**NOTE: TEMPORARY STABILIZATION (MULCHING ONLY) WHEN SEEDING WILL NOT HAVE A

WOOD WASTE, BARK, SAWDUST - 2-3" DEEP (APPROX. 6-9 TONS/ACRE.

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

*HYDROSEED ON ALL 2:1 SLOPES.

1 TON/ACRE

LIME

1 TON/ACRE

1 TON/ACRE

1-1/2 - 2 LBS.

RATE/1000S.F.

2-3 LBS.

1-1/2 - 2 LBS.

KY 31

WINTER RYE

LOVEGRASS*WEEPING

FESCUE

GRASSING SCHEDULE (HYDROSEEDING RATES)

SPECIES

9/1-11/1

3/1-4/1

3/1-6/5

9/1-11/1

DATESFERTILIZER (LBS./ACRE)

60-90

60-90

60-90

N

120-180 120-180

120-180

120-180120-180

120-180

K20P205

DESCRIPTIONMAPDETAIL SYMBOLCODE PRATICESTANDARD NOTES:1) PRIOR TO LAND DISTURBING ACTIVITIES, THE CONTRACTOR SHALLSCHEDULE A PRE-CONSTRUCTION MEETING WITH THE AREA EROSIONCONTROL INSPECTOR. CALL (404) 371-3010 TO CONTACT THE INSPECTOR.

2) THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THEINSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES ANDPRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.

3) EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IFFULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOREFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENTCONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THESEDIMENT SOURCE.

4) ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.

5) ANY DISTURBED AREAS REMAINING IDLE FOR 30 DAYS SHALL BESTABILIZED WITH PERMANENT VEGETATION.

6) EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED ATLEAST WEEKLY, AFTER EACH RAIN, AND REPAIRED AS NECESSARY.

7) ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BEINSTALLED IF DETERMINED NECESSARY BY ON-SITE INSPECTION.

8) ALL TEMPORARY AND PERMANENT SEEDING MUST BE PERFORMED AT THEAPPROPRIATE SEASON. IN SUCH INSTANCES WHERE THE ESTABLISHMENT OFVEGETATION IS INOPPORTUNE DUE TO SEASON OR DROUGHT, DISTURBEDAREAS SHALL BE TEMPORARILY STABILIZED USING 2"-4" OF MULCH (Ds1).ADDITIONAL PLANTINGS WILL BE NECESSARY STAND OF GRASS FAILS TOGROW.

9) SILT FENCES SHALL NOT BE PLACED IN STREAM BUFFERS ORFLOODPLAINS, UNLESS UTILIZED FOR THE CONSTRUCTION OF AN EXEMPTACTIVITY (I.E. ROADWAY DRAINAGE STRUCTURES, SEWER/WATER CROSSINGS,OR DRAINAGE STRUCTURES) PER THE APPROVED PLANS. FOR SUCHDISTURBANCES WITHIN THE BUFFER, THE AREA SHALL BE IMMEDIATELYSTABILIZED USING EROSION CONTROL MATTING AND/OR BLANKETS ONCE THEACTIVITY IS COMPLETE.

exposed areas for final permanent stabilization.

on disturbed or denuded areas.

Establishing a permanent vegetative cover usingsods on highly erodible or critically eroded lands.

Ds4

(WITH SODDING)

STABILIZATIONDISTURBED AREA

Ds4

The planting of perennial vegetation such astrees, shrubs, vines, grasses, or legumes onDs3

VEGETATION)(WITH PERMANENT


Ds3

Establishing a temporary vegetative cover withfast growing seedings for seasonal protection

Ds2

SEEDING)(WITH TEMPORARY


Ds2

STORM DRAIN

PROTECTIONSlt OUTLETStl

erosion from the concentrated runoff.outlet of a storm drain system preventingA paved or short section of riprap channel at the

DISTURBED AREASTABILIZATION

RETAINING WALL

(WITH MULCHING

SEDIMENT TRAP

SEDIMENT

TEMPORARYSd3

Sdl

Re

Dsl

BARRIERTYPE

(Indicate type)

ONLY)

Re

Dsl

CONSTRUCTIONCo EXIT

Co

(Label)

A barrier to present sediment from leaving the

around a storm drain drop inlet. The excovated area will be filled and stabalized on completionof construction activities.

An impounding area created by excovating

straw or hay, brush, logs and poles, gravel, or asediment fence. The barriers are usuallytemporary and inexpensive.

construction site. It may be sandbag, bales of

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

obtainable. Each situation will require specialwhere maximum permissible slopes are notA wall installed to stabilize cut and fill slopes

design.

A crushed stone pad located at the construction

from tires thereby protecting public streets.site exit to provide a place for removing mud

(Label)

(Label)

REFERENCE ATTACHED SURVEY COMPLETED BYSURVEY SYSTEMS ATLANTA, DATED 9-2-2019 FORPROPERTY BOUNDARIES AND EXISTING CONDITIONS.

CERTIFICATION NUMBER: 0000043171ISSUED: 06-1-2016EXPIRES: 06-1-2019

GA SWCCHARMON T. YEAGER

LEVEL TWO CERTIFIED DESIGN PROFESSIONAL

BEFORE STARTING ON ANYLAND DISTURBING ACTIVITIES,THE CONTRACTOR ISREQUIRED TO SCHEDULE APRE-CONSTRUCTION MEETINGWITH EROSION & SEDIMENTCONTROL. (404) 371-3010FAILURE TO SCHEDULE MAYRESULT IN A STOP WORKORDER OR PERMIT REVOCATION.

PRE-

CO

N M

EETI

NG

PRE-CON MEETING

TH

E S

HA

RM

A-S

AL

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NC

E11

41 D

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PROPOSED IMPERVIOUSAREA BREAKDOWN:

T O T A L I M P E R V I O U S A R E A : 9 , 2 3 9 S F

SCALE: NTS

DEKALB COUNTY

SITETREE STATEMENT:

-Tree density requirement is at 50.3 units on .679 acres, treedensity requirement satisfied.-A 30" oak and 12" oak are both located in the front yard; R-85zoning criteria satisfied-No trees removed or destroyed-No recompense fees owed-No replacement trees needed

Driveway & Sidewalk (After Removal): 322 SFPorch: 1 0 9 S FHouse Footprint: 4 2 4 9 S FS t e p s : 2 4 5 S FWalkway and Patio: 5 2 4 S FR e t a i n i n g W a l l s : 2 4 3 S FProposed Driveway 2348 SFP r o o s e d F r o n t W a l k w a y 2 44 S FProposed Stairs and Walkway 1 6 0 S FProposed Stairs 4 4 S FProposed Garage 751 SF

ACCORDING TO FIRM PANEL 13089C0062K, DATEDAUGUST 15th, 2019, THIS PROPERTY DOES NOT FALLIN A FLOOD HAZARD AREA.

STRAW BALE SEDIMENT BARRIER

Tf

Sd1-S

TREE PROTECTION NOTES:

1) All tree protection fencing to be inspected daily andreplaced or repaired as needed.2) All tree protection devices must be installed prior to tothe start of land disturbance and maintained until finallandscaping is installed.3) No parking, storage, or other construction site activitiesare to occur within tree protection areas.4) All required vegetation must be maintained for two growingseasons after the date of final inspection.5) All tree protection areas to be protected fromsedimentation.

GENERAL NOTES

1) All land disturbance to be stabilized with vegetationupon completion of demolition.2) All trees to remain and have proper protection unlessapproved plans indicate otherwise.3) All demolition debris to be hauled off site.4) Dumpsters and/or temporary sanitary facilities shall notbe located in the street or tree protection area or otherright-of-way.5)Additional erosion controls shall be installed as deemednecessary by the on-site inspector(s).6)Call for final inspection at (404) 371-4913

5' HT. FENCE DETAILSCALE: 3"=1'

(404) 328-5679

Lucas Tilton ResidentialLucas Tilton

(404) 328-5679Lucas Tilton

ZONING: R-85TOTAL SITE ACREAGE: 0.679 ACRES (29,585 SF)TOTAL SITE AREA TO BE DISTURBED:

.15 ACRES (6,433 SF)LOT COVERAGE ALLOWED: 35%EXISTING IMPERVIOUS AREA:

.18 ACRES (7,978 SF) = 27%PROPOSED IMPERVIOUS AREA:

.21 ACRES (9,239 SF) = 31% MAX. ALLOWABLE IMPERVIOUS AREA:

.237 ACRES (10,354.75 SF) = 35%

SETBACKS: 35' FRONT YARD 40' REAR YARD 8.5' SIDE YARD

TREE DENSITY CALCULATIONS:Saved Trees On-site TREE UNITS IMPACT %IMPACT STATUS

(1) 32" OAK 11.2 514 SF 15.9% TREE SAVED(2) 30" OAK 9.8 352 SF 12.5% TREE SAVED(3) 26" OAK 7.4 N/A 0% TREE SAVED(4) 25" OAK 6.8 N/A 0% TREE SAVED(5) 12" OAK 3.2 N/A 0% TREE SAVED(6) 10" OAK 3.2 N/A 0% TREE SAVED(7) 18" PINE 4.8 N/A 0% TREE SAVED(8) 14" PINE 3.9 N/A 0% TREE SAVED

TOTAL UNITS: 50.3 TREE DENSITY UNITS ON .679 ACRES

TOTAL PROPOSED IMPERVIOUS COVER LESSTHAN 5000 SF, NO STORMWATERMANAGEMENT REQUIRED

CUT & FILL CALCULATIONS FORCONSTRUCTION PHASE:

CUT: 40 CUBIC YARDSFILL: 1 CUBIC YARDSTOTAL: 39 CUBIC YARDS OF SOIL TO BE HAULED FROM SITE.NO HAUL ROUTE REQUIRED FOR CONSTRUCTION PHASE.

DEBRIS STATEMENT:

43.0 Cubic Yards of debris will be hauled from this siteduring demolition and site construction.NO HAUL ROUTE REQUIRED

SSCO35'BSL

40'BSL

40'BSL

8.5'BSL

10'-0" SET BACK LINE FOR ACCESSORY STRUCTURES

8'-6"

SET BACK LINE FOR M

AIN BUILDIN

G AND A

CCESSORY STRUCTURES

N78°07

'27"W

162

.51'

S5°55'29"W 176.08'

N6°02'39"E 190.39'

S73°08'17"E 164.22'

14"PINE

30" OAK

8 x 4" HW

18" PINE

26" OAK

25" OAK

10" OAK12" OAK

936

934

932930

938

940

942

940

938

936

934

932

930

928

926

924

922

920

920

922

924

928

EXISTING STAIRSTO REMAIN

3" THRESHOLD

EXISTING RESIDENCEFFE: 941.93

BSMT: 931.21

HATCH INDICATESHARDSCAPES TO BEREMOVED AS PART OFTHE DEMOLITIONPHASE BYMACHINERY

PROP. TREE SAVE FENCE (TYP.)

LIMITS OF DISTURBANCE (TYP.)

PROP. TREE SAVEFENCE (TYP.)

PROP. DOUBLE ROWTYPE 'S'SILT FENCE (TYP.)

LIMITS OFDISTURBANCE (TYP.)

Sdl-S

Ds1Ds3

Ds2Ds4

Tf

Tf

TREE 80% IMPACTION

SAVED

HATCH INDICATESHARDSCAPES TO BE

REMOVED AS PART OF THEDEMOLITION PHASE

NOTE: HARDSCAPE TO BEREMOVED BY HAND

TWO ROWS SILT FENCE TYPE 'S' (TYP.)Sd-1S

Ds1Ds3

Ds2Ds4

HAY BALES ACROSSDRIVEWAY TOPREVENT THE ESCAPEOF SILT FROM THEPROPERTY

EXISTING DRIVEWAY TOREMAIN

TREE 70% IMPACTIONSAVED

TREE 115.9% IMPACTIONSAVED

PROP. CONSTRUCTIONENTRANCE/ EXIT

Co

REMOVE AND REPLACEWALKWAY OUT OF AREA

OF TREE SRP.HARDSCAPE TO BE

REMOVED BY HAND.LAY 6 MIL. PLASTIC

BARRIER BETWEEN STONEBASE AND CONCRETE TO

AVOID LEECHING.

REMOVE AND REPLACEDRIVEWAY IN KIND INAREA OF TREE CRZ.HARDSCAPE TO BEREMOVED BY HAND.LAY 6 MIL. PLASTICBARRIER BETWEEN STONEBASE AND CONCRETE TOAVOID LEECHING.

APPROXIMATE LOCATIONOF DRIVEWAY CUT. FROMCUT LINE TO THE STREETDRIVEWAY TO REMAIN

PROPOSED DUMPSTER,PORT-O-JOHN, AND

CONSTRUCTION MATERIALSTAGING AREA




TREE 60% IMPACTION

SAVED

EXISTING SANITARYSEWER CLEANOUT

TREE CRZ (TYP.)

TREE SRP (TYP.)

TREE CRZ (TYP.)

TREE SRP (TYP.)

EXISTING RETAINING WALLS(TO REMAIN)

EXISTING WALKWAY(TO REMAIN)

EXISTING STAIRS AND LANDINGS (TO REMAIN)

Ds1Ds3

Ds2Ds4

TREE 20% IMPACTION

SAVEDNOTE: REMOVAL OFHARDSCAPE IN CRZ

TO BE DONE BY HAND

EXISTING RETAINING WALL(TO REMAIN)

DE

MO

LIT

ION

PL

AN



1-800-282-7411770-623-4344


IT'S THE LAW


4) Maintenance Statement - Erosion control measures will beinspected weekly, after each rain and repaired by the generalcontractor.5) STATEMENT - Additional erosion control and sedimentcontrol measures will be installed if deemed necessary byon-site inspection.6) Disturbed areas left idle shall be stabilized with temporaryvegetation after 14 days; after 30 days permanentvegetation shall be established.7) Vegetative Plans - For all temporary and permanentvegetative practices including species, planting dates,seeding, fertilizer and mulching rates.8) See "Contact Information" for pertinent project contacts9) See "Contact Information" for erosion control contacts.

EROSION CONTROL NOTES1) The escape of sediment from the site shall be preventedby the installation, or erosion and sediment control measuresand practices prior to, or concurrent with, land-disturbingactivities.2) Erosion control measures will be maintained at all times. Iffull implementation of the approved plan does not provide foreffective erosion control, additional erosion control measuresshall be implemented to control or treat the sediment source.3) Silt fence shall meet the requirements of Section171-temporary silt fence, of the Georgia StandardSpecifications, 1993 Edition and be wire reinforced.

CUT & FILL CALCULATIONS FOR DEMO PHASE:

CUT: O CUBIC YARDSFILL: O CUBIC YARDSTOTAL: O CUBIC YARDS OF SOIL TO BE BROUGHT TO SITE.NO HAUL ROUTE REQUIRED FOR DEMOLITION PHASE.

DEBRIS STATEMENT:







DESCRIPTIONMAPDETAIL SYMBOLCODE PRATICE




Ds4

(WITH SODDING)


Ds4




Ds3


Ds2



Ds2

STORM DRAIN




RETAINING WALL

(WITH MULCHING

SEDIMENT TRAP

SEDIMENT

TEMPORARYSd3

Sdl

Re

Dsl

BARRIERTYPE

(Indicate type)

ONLY)

Re

Dsl

CONSTRUCTIONCo EXIT

Co

(Label)








design.



(Label)

(Label)

8

EROSION CONTROL MEASURESGRASSING/CLEAN UPPAVING/HARDSCAPESUTILITIES

ACTIVITY SCHEDULENO. OF MONTHS

FINISH GRADINGROUGH GRADING

20 4 6 1210 14

CLEAR & GRUBDEMOLITIONEROSION CONTROL (DEMO)

16




1 TON/ACRE

LIME

1 TON/ACRE

1 TON/ACRE

1-1/2 - 2 LBS.

RATE/1000S.F.

2-3 LBS.

1-1/2 - 2 LBS.


9/1-11/1

3/1-4/1

3/1-6/5

9/1-11/1


60-90

60-90

60-90

N

120-180 120-180

120-180

120-180120-180

120-180

K20P205


LEGEND:HARDSCAPE TO BEREMOVED

HARDSCAPE AREASTO BE REMOVEDBY HAND

CONSTRUCTIONENTRANCE

NO GRADING AS PART OF THEDEMOLITION PHASE.

Sd1-S

DEMO NOTE: ANY DEMOLITION TOOCCUR INSIDE OF CRZ OF EXISTINGTREES MUST BE DONE BY HAND. NOCUT/FILL OF EARTH IN THESE AREAS.MULCH AREA IN AFTER HARDSCAPEREMOVAL.

LIMITS OFDISTURBANCE

SILT FENCE

TREE PROTECTIONFENCE

HAY BALES

300

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uca

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Progress Prints

DATE:May 21, 2020

SHEET

P-3

SCALE:1" = 20'-0"

PROJECT:20008


NO

RT

HT

HE

SH

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1141

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GA

VICINITY MAPSCALE: 1" = 1000'

SITE




GENERAL NOTES


sunrisen

wintersun

sunsetsummersun

SCALE: 1"=20'

0 20 40 60

TREE PROTECTION AND DENSITY STATEMENT:



(1) 32" OAK 11.2 514 SF 15.9% TREE SAVED(2) 30" OAK 9.8 N/A 0% TREE SAVED(3) 26" OAK 7.4 N/A 0% TREE SAVED(4) 25" OAK 6.8 N/A 0% TREE SAVED(5) 12" OAK 3.2 N/A 0% TREE SAVED(6) 10" OAK 3.2 N/A 0% TREE SAVED(7) 18" PINE 4.8 N/A 0% TREE SAVED(8) 14" PINE 3.9 N/A 0% TREE SAVED





CONTRACTOR/HOME OWNER:



(404) 996-1232

CONSTRUCTION ENTRANCE/EXITSCALE: NOT TO SCALE Tf


(404) 328-5679

Lucas Tilton ResidentialLucas Tilton






.237 ACRES (10,354.75 SF) = 35%





SSCO35'BSL

40'BSL

40'BSL

8.5'BSL

10'-0" SET BACK LINE FOR ACCESSORY STRUCTURES

8'-6"

SET BACK LINE FOR M

AIN BUILDIN

G AND A

CCESSORY STRUCTURES

N78°07

'27"W

162

.51'

S5°55'29"W 176.08'

N6°02'39"E 190.39'

S73°08'17"E 164.22'

14"PINE

30" OAK

8 x 4" HW

18" PINE

26" OAK

25" OAK

10" OAK12" OAK

936

934

932930

938

940

942

940

938

936

934

932

930

928

926

924

922

920

920

922

924

928

EXISTING STAIRSTO REMAIN

+941.7

3" THRESHOLD

+939.4

PROPOSED GARAGEFFE: 939.75

EXISTING RESIDENCEFFE: 941.93

BSMT: 931.21

TREE 212.5% IMPACTION

SAVEDNOTE: REMOVAL AND

REPLACEMENT OFSTONE WALK TO BE

DONE BY HAND

TREE 80% IMPACTION

SAVED


TREE 115.9% IMPACTIONSAVED

PROP. CONSTRUCTIONENTRANCE/ EXIT

Co

PROPOSED CONCRETE DRIVEWAY

PROP. TREE SAVE FENCE (TYP.)

LIMITS OF DISTURBANCE (TYP.)

PROP. TREE SAVEFENCE (TYP.)

PROP. DOUBLE ROWTYPE 'S'SILT FENCE (TYP.)

LIMITS OFDISTURBANCE (TYP.)

Sdl-S

Tf

Tf

TWO ROWS SILT FENCE TYPE 'S' (TYP.)Sd-1S

Ds1Ds3

Ds2Ds4

HAY BALES ACROSSDRIVEWAY TOPREVENT THE ESCAPEOF SILT FROM THEPROPERTY

PROPOSED DUMPSTER,PORT-O-JOHN, AND

CONSTRUCTION MATERIALSTAGING AREA

EXISTING DRIVEWAY TOREMAIN

PROPOSED STONE WALKWAY.IN AREA OF TREE CRZ.

LAY 6 MIL. PLASTIC BARRIERBETWEEN STONE BASE

AND CONCRETE TOAVOID LEECHING.

REPLACE DRIVEWAY INKIND IN AREA OF TREECRZ. HARDSCAPE TO BEREMOVED BY HAND.LAY 6 MIL. PLASTICBARRIER BETWEEN STONEBASE AND CONCRETE TOAVOID LEECHING.

APPROXIMATE LOCATIONOF DRIVEWAY CUT. FROMCUT LINE TO THE STREETDRIVEWAY TO REMAIN

Ds1Ds3

Ds2Ds4

Ds1Ds3

Ds2Ds4

Ds1Ds3Ds2Ds4

PROPOSED STAIRS

NO CONSTRUCTIONBEYOND WALL

LIMITS OFDISTURBANCE (TYP.)TREE 3

0% IMPACTIONSAVED



TREE 60% IMPACTION

SAVED

EXISTING SANITARYSEWER CLEANOUT

TREE CRZ (TYP.)

TREE SRP (TYP.)

TREE CRZ (TYP.)

TREE SRP (TYP.)

EXISTING RETAINING WALLS(TO REMAIN)

EXISTING WALKWAY(TO REMAIN)

EXISTING STAIRS AND LANDINGS (TO REMAIN)

PROPOSED 5' HT. WOOD FENCE(SEE PROVIDED DETAIL)

PROPOSED TRASH AREA

+939.43

DRAIN INLET (TYP.)

940

940940

+939.80

4'

PROPOSED COBBLESTONE APRON14''

EXISTING RETAINING WALL(TO REMAIN)

PROPOSED STONE WALKWAY.

(2) 1" X 6" RUNNERS WITH 3/4"FLUSH TOP RAIL

1" X 4" "V" NOTCH TONGUEAND GROOVE

(2) 1" X 6" RUNNERS

5'

WIDTH PER PLAN

6" X 6" POST WITH CAP

1" CLEARFOOTER DEPTHTO BE 8" ORBELOW FROSTLINE (TYP.)CONCRETE

BED (TYP. FORALL POSTS)

SIT

E P

LA

N30

0 W

est W

ieuc

a R

oad,

Sui

te 2

16 -

Atla

nta,

Geo

rgia

303

42 -

404

.996

.123

2


Progress Prints

DATE:May 21, 2020

SHEET

P-4

SCALE:1" = 20'-0"

PROJECT:20008


NO

RT

HT

HE

SH

AR

MA

-SA

LE

RE

SID

EN

CE

1141

Dan

Joh

nson

Roa

d, N

EA

tlant

a, G

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alb

Cou

nty,

GA



1-800-282-7411770-623-4344


IT'S THE LAW


4) Maintenance Statement - Erosion control measures will beinspected weekly, after each rain and repaired by the generalcontractor.5) STATEMENT - Additional erosion control and sedimentcontrol measures will be installed if deemed necessary byon-site inspection.6) Disturbed areas left idle shall be stabilized with temporaryvegetation after 14 days; after 30 days permanentvegetation shall be established.7) Vegetative Plans - For all temporary and permanentvegetative practices including species, planting dates,seeding, fertilizer and mulching rates.8) See "Contact Information" for pertinent project contacts9) See "Contact Information" for erosion control contacts.

EROSION CONTROL NOTES1) The escape of sediment from the site shall be preventedby the installation, or erosion and sediment control measuresand practices prior to, or concurrent with, land-disturbingactivities.2) Erosion control measures will be maintained at all times. Iffull implementation of the approved plan does not provide foreffective erosion control, additional erosion control measuresshall be implemented to control or treat the sediment source.3) Silt fence shall meet the requirements of Section171-temporary silt fence, of the Georgia StandardSpecifications, 1993 Edition and be wire reinforced.

CUT & FILL CALCULATIONS FORCONSTRUCTION PHASE:

CUT: 40 CUBIC YARDSFILL: 1 CUBIC YARDSTOTAL: 39 CUBIC YARDS OF SOIL TO BE HAULED FROM SITE.NO HAUL ROUTE REQUIRED FOR CONSTRUCTION PHASE.

DEBRIS STATEMENT:







DESCRIPTIONMAPDETAIL SYMBOLCODE PRATICE




Ds4

(WITH SODDING)


Ds4




Ds3


Ds2



Ds2

STORM DRAIN




RETAINING WALL

(WITH MULCHING

SEDIMENT TRAP

SEDIMENT

TEMPORARYSd3

Sdl

Re

Dsl

BARRIERTYPE

(Indicate type)

ONLY)

Re

Dsl

CONSTRUCTIONCo EXIT

Co

(Label)








design.



(Label)

(Label)

8

EROSION CONTROL MEASURESGRASSING/CLEAN UPPAVING/HARDSCAPESUTILITIES

ACTIVITY SCHEDULENO. OF MONTHS

FINISH GRADINGROUGH GRADING

20 4 6 1210 14

CLEAR & GRUBDEMOLITIONEROSION CONTROL (DEMO)

16




1 TON/ACRE

LIME

1 TON/ACRE

1 TON/ACRE

1-1/2 - 2 LBS.

RATE/1000S.F.

2-3 LBS.

1-1/2 - 2 LBS.


9/1-11/1

3/1-4/1

3/1-6/5

9/1-11/1


60-90

60-90

60-90

N

120-180 120-180

120-180

120-180120-180

120-180

K20P205


NO GRADING AS PART OF THEDEMOLITION PHASE.

Sd1-S

DEMO NOTE: ANY DEMOLITION TOOCCUR INSIDE OF CRZ OF EXISTINGTREES MUST BE DONE BY HAND. NOCUT/FILL OF EARTH IN THESE AREAS.MULCH AREA IN AFTER HARDSCAPEREMOVAL.

VICINITY MAPSCALE: 1" = 1000'

SITE




GENERAL NOTES


sunrisen

wintersun

sunsetsummersun

SCALE: 1"=20'

0 20 40 60

TREE PROTECTION AND DENSITY STATEMENT:



(1) 32" OAK 11.2 514 SF 15.9% TREE SAVED(2) 30" OAK 9.8 352 SF 12.5% TREE SAVED(3) 26" OAK 7.4 N/A 0% TREE SAVED(4) 25" OAK 6.8 N/A 0% TREE SAVED(5) 12" OAK 3.2 N/A 0% TREE SAVED(6) 10" OAK 3.2 N/A 0% TREE SAVED(7) 18" PINE 4.8 N/A 0% TREE SAVED(8) 14" PINE 3.9 N/A 0% TREE SAVED





CONTRACTOR:



(404) 996-1232

(404) 328-5679

Lucas Tilton Residential

CONSTRUCTION ENTRANCE/EXITSCALE: NOT TO SCALE Tf


5' HT. FENCE DETAILSCALE: 3"=1'

Lucas Tilton






.237 ACRES (10,354.75 SF) = 35%




LEGEND:

PROPOSED GARAGE

COBBLESTONEAPRON

CONSTRUCTIONENTRANCE

LIMITS OFDISTURBANCE

SILT FENCE

TREE PROTECTIONFENCE

HAY BALES
