if you dig georgia p-2 · 8 x 4" hw 18" pine 26" oak 25" oak 10" oak...
TRANSCRIPT
(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
Wes
t Wie
uca
Roa
d, S
uite
216
- A
tlant
a, G
eorg
ia 3
0342
- 4
04.9
96.1
232
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
STABILIZATIONDISTURBED AREA
Ds3
Establishing a temporary vegetative cover withfast growing seedings for seasonal protection
Ds2
SEEDING)(WITH TEMPORARY
STABILIZATIONDISTURBED AREA
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
E R
ESI
DE
NC
E11
41 D
an J
ohns
on R
oad,
NE
Atla
nta,
GA
D
eKal
b C
ount
y, G
A
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 30% IMPACTIONSAVED
TREE 40% IMPACTIONSAVED
TREE 50% 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)
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
UTILITIES PROTECTION CENTER
IF YOU DIG GEORGIA...CALL US FIRST!
1-800-282-7411770-623-4344
(METRO ATLANTA ONLY)
IT'S THE LAW
NO GRADED SLOPE SHALL EXCEED 3:1
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:
43.0 Cubic Yards of debris will be hauled from this siteduring demolition and site construction.NO HAUL ROUTE REQUIRED
CERTIFICATION NUMBER: 0000043171ISSUED: 06-1-2019EXPIRES: 06-1-2022
GA SWCCHARMON T. YEAGER
LEVEL TWO CERTIFIED DESIGN PROFESSIONAL
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.
DESCRIPTIONMAPDETAIL SYMBOLCODE PRATICE
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
STABILIZATIONDISTURBED AREA
Ds3
Establishing a temporary vegetative cover withfast growing seedings for seasonal protection
Ds2
SEEDING)(WITH TEMPORARY
STABILIZATIONDISTURBED AREA
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)
8
EROSION CONTROL MEASURESGRASSING/CLEAN UPPAVING/HARDSCAPESUTILITIES
ACTIVITY SCHEDULENO. OF MONTHS
FINISH GRADINGROUGH GRADING
20 4 6 1210 14
CLEAR & GRUBDEMOLITIONEROSION CONTROL (DEMO)
16
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
*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.
GRASSING SCHEDULE (HYDROSEEDING RATES)
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
STRAW BALE SEDIMENT BARRIER
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
Wes
t Wie
uca
Roa
d, S
uite
216
- A
tlant
a, G
eorg
ia 3
0342
- 4
04.9
96.1
232
NOT RELEASEDfor Construction
Progress Prints
DATE:May 21, 2020
SHEET
P-3
SCALE:1" = 20'-0"
PROJECT:20008
RELEASEDfor Construction
NO
RT
HT
HE
SH
AR
MA
-SA
LE
RE
SID
EN
CE
1141
Dan
Joh
nson
Roa
d, N
EA
tlant
a, G
A
DeK
alb
Cou
nty,
GA
VICINITY MAPSCALE: 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
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
sunrisen
wintersun
sunsetsummersun
SCALE: 1"=20'
0 20 40 60
TREE PROTECTION AND DENSITY 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
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 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
TOTAL UNITS: 50.3 TREE DENSITY UNITS ON .679 ACRES
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:
Greg Sale & Jyoti Sharma
(404) 996-1232
CONSTRUCTION ENTRANCE/EXITSCALE: NOT TO SCALE Tf
PROPOSED IMPERVIOUSAREA BREAKDOWN:
(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:
.13 ACRES (5,734 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
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
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 24 4 S FProposed Stairs and Walkway 1 6 0 S FProposed Stairs 4 4 S FProposed Garage 751 SF
TOTAL PROPOSED IMPERVIOUS COVER LESSTHAN 5000 SF, NO STORMWATERMANAGEMENT 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
+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 70% IMPACTIONSAVED
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 40% IMPACTIONSAVED
TREE 50% 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
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oad,
Sui
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Atla
nta,
Geo
rgia
303
42 -
404
.996
.123
2
NOT RELEASEDfor Construction
Progress Prints
DATE:May 21, 2020
SHEET
P-4
SCALE:1" = 20'-0"
PROJECT:20008
RELEASEDfor Construction
NO
RT
HT
HE
SH
AR
MA
-SA
LE
RE
SID
EN
CE
1141
Dan
Joh
nson
Roa
d, N
EA
tlant
a, G
A
DeK
alb
Cou
nty,
GA
UTILITIES PROTECTION CENTER
IF YOU DIG GEORGIA...CALL US FIRST!
1-800-282-7411770-623-4344
(METRO ATLANTA ONLY)
IT'S THE LAW
NO GRADED SLOPE SHALL EXCEED 3:1
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:
43.0 Cubic Yards of debris will be hauled from this siteduring demolition and site construction.NO HAUL ROUTE REQUIRED
CERTIFICATION NUMBER: 0000043171ISSUED: 06-1-2019EXPIRES: 06-1-2022
GA SWCCHARMON T. YEAGER
LEVEL TWO CERTIFIED DESIGN PROFESSIONAL
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.
DESCRIPTIONMAPDETAIL SYMBOLCODE PRATICE
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
STABILIZATIONDISTURBED AREA
Ds3
Establishing a temporary vegetative cover withfast growing seedings for seasonal protection
Ds2
SEEDING)(WITH TEMPORARY
STABILIZATIONDISTURBED AREA
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)
8
EROSION CONTROL MEASURESGRASSING/CLEAN UPPAVING/HARDSCAPESUTILITIES
ACTIVITY SCHEDULENO. OF MONTHS
FINISH GRADINGROUGH GRADING
20 4 6 1210 14
CLEAR & GRUBDEMOLITIONEROSION CONTROL (DEMO)
16
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
*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.
GRASSING SCHEDULE (HYDROSEEDING RATES)
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
STRAW BALE SEDIMENT BARRIER
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
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
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
sunrisen
wintersun
sunsetsummersun
SCALE: 1"=20'
0 20 40 60
TREE PROTECTION AND DENSITY 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
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
ZONING INFORMATION & SITE CALCULATIONSCONTACT INFORMATIONOWNER:
1141 Dan Johnson Rd NEAtlanta, Georgia 30307
LANDSCAPE ARCHITECT:BELLWETHER LANDSCAPE ARCHITECTS, LLCCONTACT: TODD YEAGER
CONTRACTOR:
24-HOUR LOCAL CONTACT:
Greg Sale & Jyoti Sharma
(404) 996-1232
(404) 328-5679
Lucas Tilton Residential
CONSTRUCTION ENTRANCE/EXITSCALE: NOT TO SCALE Tf
PROPOSED IMPERVIOUSAREA BREAKDOWN:
5' HT. FENCE DETAILSCALE: 3"=1'
Lucas 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
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
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 24 4 S FProposed Stairs and Walkway 1 6 0 S FProposed Stairs 4 4 S FProposed Garage 751 SF
LEGEND:
PROPOSED GARAGE
COBBLESTONEAPRON
CONSTRUCTIONENTRANCE
LIMITS OFDISTURBANCE
SILT FENCE
TREE PROTECTIONFENCE
HAY BALES
TOTAL PROPOSED IMPERVIOUS COVER LESSTHAN 5000 SF, NO STORMWATERMANAGEMENT REQUIRED