ADDRESS: 1428 SYLVAN CIRCLE NE ATLANTA, GEORGIA 30319 CURRENT ZONING: R-75 LOT AREA: 21,070 SF / 0.48 ACRES REFERENCES: : TOPOGRAPHIC PREPARED BY PRISTINE LAND SERVICES. DATED 2-23-2019. FLOOD STATEMENT: : BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS NOT IN AND AREA HAVING SPECIAL FLOOD HAZARDS ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 13089C0052J, WHICH BEARS AN EFFECTIVE DATE OF MAY 16, , WHICH BEARS AN EFFECTIVE DATE OF MAY 16, 2013, FULTON COUNTY, GEORGIA. LOT REQUIREMENTS: FRONT SETBACK: 30' SIDE SETBACK: 7.5' REAR SETBACK: 40' LOT COVERAGE = 35% DISTURBED AREA: 6,679 SF / 0.15 ACRES
AutoCAD SHX Text
GENERAL NOTES: 1. ALL MATTERS PERTAINING TO TITLE ARE EXCEPTED. ALL MATTERS PERTAINING TO TITLE ARE EXCEPTED. 2. THE PLACEMENT OF DUMPSTERS, PORTABLE TOILETS, BUILDING MATERIALS AND THE THE PLACEMENT OF DUMPSTERS, PORTABLE TOILETS, BUILDING MATERIALS AND THE PARKING OF AUTOMOBILES IS PROHIBITED IN THE RIGHT-OF-WAY. 3. UTILITY SERVICES TO BE REUSED PER COUNTY ARBORIST. COORDINATE WITH UTILITY UTILITY SERVICES TO BE REUSED PER COUNTY ARBORIST. COORDINATE WITH UTILITY OWNERS. 4. POSITIVE DRAINAGE TO PROVIDED THROUGH THE LOT. POSITIVE DRAINAGE TO PROVIDED THROUGH THE LOT. 5. DECKS, SIDEWALKS, AND EQUIPMENT TO BE REMOVED DURING DEMOLITION. DECKS, SIDEWALKS, AND EQUIPMENT TO BE REMOVED DURING DEMOLITION. 6. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF THIS PROPERTY. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF THIS PROPERTY. 7. THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PERSON, PERSONS, OR THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PERSON, PERSONS, OR ENTITY NAMED HEREON. 8. THIS PLAT DOES NOT EXTEND TO ANY UNNAMED PERSON, PERSONS, OR ENTITY, WITHOUT THIS PLAT DOES NOT EXTEND TO ANY UNNAMED PERSON, PERSONS, OR ENTITY, WITHOUT EXPRESS RECERTIFICATION BY THE SURVEYOR NAMING SAID PERSON, PERSONS, OR ENTITY. 9. BUILDER TO VERIFY ALL HOUSE DIMENSIONS PRIOR TO CONSTRUCTION. BUILDER TO VERIFY ALL HOUSE DIMENSIONS PRIOR TO CONSTRUCTION. 10. BUILDER TO DIRECT ALL SURFACE RUNOFF AWAY FROM HOUSE. BUILDER TO DIRECT ALL SURFACE RUNOFF AWAY FROM HOUSE. 11. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. 12. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT SEDIMENT SOURCE. 13. SILT FENCE SHALL BE "TYPE C" AS PER THE MANUAL FOR EROSION AND SEDIMENT SILT FENCE SHALL BE "TYPE C" AS PER THE MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA, AND BE WIRE REINFORCED (SEE DETAIL). 14. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH VEGETATION AND MULCH; DISTURBED AREAS LEFT IDLE 30 DAYS SHALL BE STABILIZED WITH PERMANENT VEGETATION. 15. THE SUBJECT PROPERTY IS NOT WITHIN 200' OF STATE WATERS OR WETLANDS. THE SUBJECT PROPERTY IS NOT WITHIN 200' OF STATE WATERS OR WETLANDS. 16. SITE APPEARS TO BE SERVED BY SANITARY SEWER, NO SEPTIC TANK REMOVAL REQUIRED. SITE APPEARS TO BE SERVED BY SANITARY SEWER, NO SEPTIC TANK REMOVAL REQUIRED. 17. CONTRACTOR SHALL ADJUST AND/OR REPLACE ALL DAMAGED EXISTING CURB, OF CURB CONTRACTOR SHALL ADJUST AND/OR REPLACE ALL DAMAGED EXISTING CURB, OF CURB AND GUTTER, ALONG PROPERTY FRONTAGE TO THE PROPER HEIGHT OF 6" ABOVE THE EXISTING PAVEMENT ELEVATION. ANY MISSING CURB AND/OR GAPS DUE TO DRIVEWAY RELOCATIONS, WILL REQUIRE NEW CURB TO BE INSTALLED TO MATCH EXISTING CONDITIONS. 18. EXISTING WATER AND SEWER SERVICES TO BE UTILIZED. CONTRACTOR TO FIELD VERIFY EXISTING WATER AND SEWER SERVICES TO BE UTILIZED. CONTRACTOR TO FIELD VERIFY UTILITIES. 19. NO GRADED SLOPE SHALL EXCEED 2H: 1v. NO GRADED SLOPE SHALL EXCEED 2H: 1v. 20. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY, AFTER EACH RAIN, AND REPAIRED AS NECESSARY. 21. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DETERMINED NECESSARY BY ON-SITE INSPECTION.
AutoCAD SHX Text
LOCATION MAP N.T.S.
AutoCAD SHX Text
SITE PLAN FOR: ROB THURMAN LAND LOT 238, 18th DISTRICT LOT 32 & PART OF LOTS 34 & 35, BLOCK "C" FERNWOOD ESTATED S/D & PART OF LOTS 21 & 22, BLOCK "9" BROOKHAVEN FIELDS S/D CITY OF BROOKHAVEN DEKALB COUNTY, GEORGIA
AutoCAD SHX Text
STORMWATER CALCULATIONS: THE SITE IS CURRENTLY UNDEVELOPED. NEW IMPERVIOUS SURFACE CONSISTS OF THE HOME AND DRIVEWAY. 1,812 SF IMPERVIOUS SURFACE 957 SF PROPOSED RESIDENCE 1,812 SF IMPERVIOUS SURFACE STORMWATER STORAGE = 1,812 SF * 1.2 INCHES * 1 FT/12 INCHES = 181.2 CUBIC FEET 181.2 CUBIC FEET REQUIRED REAR OF LOT: INFILTRATION TRENCH PROPOSED VOLUME = (14')(7')(5')(0.40)=196 C.F. TOTAL VOLUME = 196 C.F. > 181.2 C.F. WATER QUALITY VOLUME PROVIDED
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
LOT COVERAGE CALCULATIONS: 1,812 SF IMPERVIOUS SURFACE 21,070 SF LOT AREA 1,812/21,070 = 8.6% LOT COVERAGE MAX LOT COVERAGE (R-75) = 35% 8.6% < 35% LOT COVERAGE MET IMPERVIOUS BREAKDOWN: : 1,812 SF PROPOSED RESIDENCE TOTAL = 1,812 SF
AutoCAD SHX Text
TREE CALCULATIONS: 120"/ACRE 120 x .48 = 57.6" 146" EXISTING REMAINING DENSITY CALCULATIONS MET TOTAL PRE-CONSTRUCTION DBH UNITS: 168 DBH UNITS TOTAL POST-CONSTRUCTION DBH UNITS: 146 DBH UNITS VOLUME CALCULATIONS/DIRT STATEMENT: CUT = 66 C.Y. FILL = 48 C.Y. NET = 18 C.Y. (CUT) <500 - NO HAUL PERMIT IS REQUIRED
AutoCAD SHX Text
TREE NOTES: 1. ALL TREE PROTECTION AREAS TO BE PROTECTED FROM SEDIMENTATION. 2. ALL TREE PROTECTION DEVICES TO BE INSTALL PRIOR TO LAND DISTURBANCE AND MAINTAINED UNTIL FINAL LANDSCAPING. 3. ALL TREE PROTECTION FENCING TO BE INSPECTED DAILY AND REPAIRED OR REPLACED AS NEEDED. 4. NO PARKING, STORAGE OR OTHER CONSTRUCTION ACTIVITIES TO OCCUR WITHIN TREE PROTECTION AREAS OR WITHIN SIX (6) FEET OF THE CRZ. 5. ALL REQUIRED VEGETATION MUST BE MAINTAINED FOR TWO GROWING SEASONS AFTER DATE OF FINAL INSPECTION.
AutoCAD SHX Text
FRONT YARD PAVED COVERAGE (FYPC): NO FRONT SETBACK TO CALCUALTE (SEE PLAN FOR BOUNDARY LINES AND SETBACKS)
AutoCAD SHX Text
EROSION CONTROL LEGEND
AutoCAD SHX Text
DISTURBED AREA STABILIZATION (WITH MULCHING ONLY)
AutoCAD SHX Text
DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING)
AutoCAD SHX Text
DISTURBED AREA STABILIZATION (WITH PERMANENT SEEDING)
AutoCAD SHX Text
DISTURBED AREA STABILIZATION (WITH PERMANENT SOD)
AutoCAD SHX Text
DUST CONTROL
AutoCAD SHX Text
TYPE 'SENSITIVE' SILT FENCE
AutoCAD SHX Text
CONSTRUCTION ENTRANCE
AutoCAD SHX Text
LIMITS OF DISTURBANCE
AutoCAD SHX Text
CONTOUR LEGEND
AutoCAD SHX Text
EXISTING CONTOURS
AutoCAD SHX Text
PROPOSED CONTOURS
AutoCAD SHX Text
X 983.3
AutoCAD SHX Text
PROPOSED SPOT ELEVATIONS
AutoCAD SHX Text
Ds4
AutoCAD SHX Text
Du
AutoCAD SHX Text
Sd1-S
AutoCAD SHX Text
Co
AutoCAD SHX Text
980
AutoCAD SHX Text
980
AutoCAD SHX Text
TREE PROTECTION FENCE
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
LOD
AutoCAD SHX Text
Ds3
AutoCAD SHX Text
Ds2
AutoCAD SHX Text
Ds1
AutoCAD SHX Text
CURVE TABLE
AutoCAD SHX Text
CURVE
AutoCAD SHX Text
BEARING
AutoCAD SHX Text
CHORD
AutoCAD SHX Text
RADIUS
AutoCAD SHX Text
ARC
AutoCAD SHX Text
C1
AutoCAD SHX Text
N38°18'40"E
AutoCAD SHX Text
12.46
AutoCAD SHX Text
221.05
AutoCAD SHX Text
12.46
AutoCAD SHX Text
LINE TABLE
AutoCAD SHX Text
LINE
AutoCAD SHX Text
BEARING
AutoCAD SHX Text
DISTANCE
AutoCAD SHX Text
L1
AutoCAD SHX Text
S38°51'16"E
AutoCAD SHX Text
64.74
AutoCAD SHX Text
L2
AutoCAD SHX Text
S40°52'28"E
AutoCAD SHX Text
84.71
AutoCAD SHX Text
L3
AutoCAD SHX Text
S40°48'03"E
AutoCAD SHX Text
33.88
AutoCAD SHX Text
L4
AutoCAD SHX Text
S61°22'37"E
AutoCAD SHX Text
18.80
AutoCAD SHX Text
L5
AutoCAD SHX Text
N79°48'34"E
AutoCAD SHX Text
20.85
AutoCAD SHX Text
L6
AutoCAD SHX Text
N54°16'42"E
AutoCAD SHX Text
31.23
AutoCAD SHX Text
L7
AutoCAD SHX Text
N50°04'39"E
AutoCAD SHX Text
22.23
AutoCAD SHX Text
L8
AutoCAD SHX Text
76.04
AutoCAD SHX Text
L9
AutoCAD SHX Text
6.86
AutoCAD SHX Text
N50°04'39"E
AutoCAD SHX Text
N50°04'39"E
AutoCAD SHX Text
PROPOSED HOUSE IF SITTING OUTSIDE OF BUFFER
Ds2
Ds3
Ds1
SILT FENCE - TYPE SENSITIVESIDE VIEW
FLOW
18" MIN.
30" MIN. 28" MIN.
6"
2"
4' MAX. O.C.
FABRIC(WOVEN WIRE FENCE
BACKING)
TRENCH6"
18" MIN.
30" MIN.28" MIN.
FRONT VIEW
NOTES:1. USE STEEL POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION,
AND POLLUTION CONTROL PLAN.2. HEIGHT (28" MIN.) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION
CONTROL PLAN.
(IF NEEDED)
ENTRANCE ELEVATION
FLOW
FLOW
20' MIN.
50' MIN.
6" MIN.
6" MIN.
NOTES:1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS.2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND
CROWN FOR POSITIVE DRAINAGE.3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE).4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6".5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'.6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%..7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES.8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT
DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF ANDDRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE).
9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IFNECESSARY, WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THATREMOVE MUD AND DIRT.
10.MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLICRIGHTS-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURESUSED TO TRAP SEDIMENT.
EXIT DIAGRAMCRUSHED STONE CONSTRUCTION EXIT
BUTTING: ANGLED ENDS CAUSED BY THE AUTOMATICSOD CUTTER MUST BE MATCHED CORRECTLY.
LAY SOD IN A STAGGERED PATTERN. BUTT THE STRIPSTIGHTLY AGAINST EACH OTHER. DO NOT LEAVE SPACESAND DO NOT OVERLAP. A SHARPENED MASON'STROWEL IS A HANDY TOOL FOR TUCKING DOWN THEENDS AND TRIMMING PIECES.
SHOOTS OR GRASS BLADES: GRASSSHOULD BE GREEN AND HEALTHY, MOWEDAT A 2"-3" CUTTING HEIGHT.
CORRECTINCORRECT
Step 3.Step 2.Step 1.
SOD LAYOUT AND PREPARATION
DIRECTIONS FOR INITIAL MAINTENANCE
APPEARANCE OF GOOD SOD
SOD MAINTENANCE AND INSTALLATION
MOW WHEN THE SOD IS ESTABLISHED -- IN 2-3 WEEKS. SET THE MOWERHIGH (2"-3").
WATER TO A DEPTH OF 4" AS NEEDED. WATER WELL AS SOON AS THE SODIS LAID.
ROLL SOD IMMEDIATELY TO ACHIEVE FIRM CONTACT WITH THE SOIL
ROOT ZONE: SOIL AND ROOTS.SHOULD BE 1/2"-3/4" THICK WITHDENSE ROOT MAT FOR STRENGTH.
THATCH: GRASS CLIPPINGS AND DEADLEAVES (UP TO 1/2" THICK).
THE INSTALLATION OF EROSION CONTROLMEASURES AND PRACTICES SHALL TAKEPLACE PRIOR TO AND OR CONCURRENTWITH LAND DISTURBANCE ACTIVITIES.
Ds1
Ds2
Ds3
Sd1-S
Ds-4
Co
TREE PLANTING DETAIL
AutoCAD SHX Text
O
AutoCAD SHX Text
B
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
S
AutoCAD SHX Text
3246
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
V
AutoCAD SHX Text
R
AutoCAD SHX Text
U
AutoCAD SHX Text
E
AutoCAD SHX Text
www.pristinelandservices.com
AutoCAD SHX Text
Phone
AutoCAD SHX Text
404.787.1012
AutoCAD SHX Text
4131 Bolingbrook Dr.
AutoCAD SHX Text
Land Surveyors Landscapes Enviromental
AutoCAD SHX Text
Marietta, Georgia 30062
AutoCAD SHX Text
PROJECT NO. 2019247
AutoCAD SHX Text
DRAFTING DATE : 02-17-20
AutoCAD SHX Text
SCALE : 1"=20'
AutoCAD SHX Text
DRAWN BY : JMC
AutoCAD SHX Text
CHECKED BY : KAB
AutoCAD SHX Text
SYLVAN REAR SITE PLAN.DWG
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
SITE PLAN FOR: ROB THURMAN LAND LOT 238, 18th DISTRICT LOT 32 & PART OF LOTS 34 & 35, BLOCK "C" FERNWOOD ESTATED S/D & PART OF LOTS 21 & 22, BLOCK "9" BROOKHAVEN FIELDS S/D CITY OF BROOKHAVEN DEKALB COUNTY, GEORGIA
AutoCAD SHX Text
REFER TO "FIELD MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" FOR FURTHER DETAILS
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
DISTURBED AREA STABILIZATION (W/ TEMPORARY SEEDING)
AutoCAD SHX Text
ESTABLISHING A TEMPORARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS ON DISTURBED AREAS.
AutoCAD SHX Text
REFER TO "FIELD MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" FOR FURTHER DETAILS.
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
DISTURBED AREA STABILIZATION (W/ PERMANENT VEGETATION)
AutoCAD SHX Text
ESTABLISHING PERMANENT VEGETATIVE COVER SUCH AS TREES, SHRUBS, VINES, GRASSES, SOD, OR LEGUMES ON DISTURBED AREAS.
AutoCAD SHX Text
HAY - 2.5 TONS/AC - 2-4" DEEP
AutoCAD SHX Text
STRAW - 2 TONS/AC - 2-4" DEEP
AutoCAD SHX Text
WOOD WASTE, BARK, SAWDUST - 2-3" DEEP
AutoCAD SHX Text
REFER TO "FIELD MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" FOR FURTHER DETAILS
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
DISTURBED AREA STABILIZATION (W/ TEMPORARY MULCHING)
AutoCAD SHX Text
WHEN SEEDING WILL NOT HAVE A SUITABLE GROWING SEASON TEMPORARY STABILIZATION MAY BE ACCOMPLISHED WITH: