NOTES: 1. THE INSTALLATION OF EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES SHALL OCCUR PRIOR TO OR CONCURRENT WITH LAND-DISTURBING ACTIVITIES. 2. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION AND SEDIMENT CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 3. ADDITIONAL EROSION CONTROLS SHALL BE INSTALLED AS DEEMED NECESSARY BY THE ON-SITE INSPECTOR. 4. ALL LOTS/SITES WITH 2' OF FILL OR GREATER WILL REQUIRE A COMPACTION CERTIFICATE BY A PROFESSIONAL REGISTERED ENGINEER PRIOR TO A BUILDING PERMIT AND OR PRIOR TO FOOTERS BEING POURED. 5. LOCATE AND FIELD STAKE ALL UTILITIES, EASEMENTS, PIPES, FLOOD LIMITS, STREAM BUFFERS, AND TREE SAVE AREAS PRIOR TO ANY LAND DISTURBING ACTIVITIES. 6. ALL TREE PROTECTION AREAS TO BE PROTECTED FROM SEDIMENTATION. 7. ALL TREE PROTECTION DEVICES TO BE INSTALLED PRIOR TO LAND DISTURBANCE AND MAINTAINED UNTIL FINAL LANDSCAPING. 8. ALL TREE PROTECTION FENCING TO BE INSPECTED DAILY AND REPAIRED OR REPLACED AS NEEDED. 9. A FINAL AS-BUILT LOT SURVEY REQUIRED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. 10. WORK HOURS AND CONSTRUCTION DELIVERIES ARE: MONDAY-FRIDAY 7:00am-7:00pm SATURDAY 8:00am-5:00pm SITE PLAN NOTES: 1. AS BUILT WATER QUALITY CERTIFICATION REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY UNLESS ENVIRONMENT INSPECTOR NOTIFIED AND INSPECTION OCCURS AT INSTALLATION. 2. DUMPSTER AND/OR TEMPORARY SANITARY FACILITY CANNOT BE LOCATED IN STREET OR TREE PROTECTION AREA. 3. WATER QUALITY DEVICES TO BE INSTALLED AT THE TIME OF LANDSCAPING. 4. ALL COLLECTED WATER SHALL BE DIRECTED TO THE WATER QUALITY DEVICES 5. NO LOTS SHOWN ON THE PLAT RECEIVED A FILL DEPTH OF 2 (FEET) OR GREATER BETWEEN THE ROAD RIGHT OF WAY AND REAR BUILDING LINE DURING THE DEVELOPMENT STAGE.. 6. A FINAL AS-BUILT LOT SURVEY REQUIRED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY 7. ALL SLOPES TO BE 3:1 OR GREATER 8. GRADE TO DRAIN AWAY FROM FOUNDATION OF HOUSE 9. ANY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES WILL BE INSTALLED IF DEEMED NECESSARY BY THE ON-SITE INSPECTOR. 10. ZONING R-85 FRONT YARD SETBACK: 35', SIDE SETBACK 8.5', REAR SETBACK 40' MAIMUM HEIGHT OF STRUCTURES: 35' 3235 ROSWELL ROAD, UNIT 400 ATLANTA, GA 30305 24 HOUR CONTACT DAVID KLAMM 404-816-1116 NOTE: 6' RADIUS MINIMUM. DEKALB COUNTY STANDARD DETAILS # 709 AND # 710 AREA: 14,032 S.F. ~ 0.322 ACRES PLAT BOOK, PAGE 1 SCALE: 1" = 20' PROPOSED ELEVATIONS 1ST FLOOR: 921.0' GARAGE: 920.5' BASEMENT: 911.0' DRIVE SLOPE: 2% LANDING SLOPE : 5% LOT IS PRE-GRADED AREA COVERAGE: HOUSE: 2,602 SF FRONT PORCH: 415 SF C1 SIDE PORCH: 0 SF GARAGE: 646 SF CONC. DRIVE: 975 SF FRONT WALK: 2 SF WINDOW WELL: 25 SF TOTAL LOT COVERAGE: 4,875 SF % OF IMPERVIOUS SURFACE: 34.7% BUILDING HEIGHT: 34' DISTURBED AREA: 0.19 AC TOTAL LOT AREA : 0.32 AC PROVIDED BY BUILDER SILT FENCE TYPE "C" (TYPICAL) CRITICAL ROOT ZONE (TYPICAL) ORANGE MESH TREE PROTECTION FENCE(4') SITE PLAN - ALL BUFFERS AND EASEMENTS ARE PER PLAT - TOPO FIELD RUN BY CARTER LAND SURVEYORS AND PLANNERS ON 02-28-2014. MH 50' R/W OAKDALE ROAD THIS IS TO CERTIFY THAT THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD PER FEMA FLOOD INSURANCE RATE MAP OF DEKALB COUNTY, GEORGIA MAP NUMBER 13089C 0062J DATED MAY 16, 2013. LEGEND: RBS- Rebar Set BL-Building Line DE- Drainage Easement PE- Perpetual Easement RBF- Rebar Found P- Porch UE- Utility Easement -D- Drainage Easement OTPF- Open Top Pipe Found -- Fence Dk- Deck Pat- Patio CTPF- Crimp Top Pipe Found S- Stoop -S- Sewer Easement CONC- Concrete SSE- Sanitary Sewer Easement CB- Catch Basin R/W- Right of Way 910 WATER QUALITY FEATURE BMP. (SEE SHEET 2 FOR DETAILS) 16 FLOWELL UNITS IN 20' ' TRENCH W/ GRAVEL BOTTOM EL=903 +/-; 1 9 NOTE: -2% GRADE AWAY FROM HOUSE ON ALL SIDES. Curve Radius Length Chord Chord Bear. 2252.80' 69.58' 10.8 TREE # 4 CRITICAL ROOT ZONE = 1,964 SF AREA IMPACTED = 130 SF % IMPACTED = 6 % 69.58' 1"OTPF 4' HIGH ORANGE TREE PROTECTION FENCE 914 1.98' NW 85.6 2 4 13.0 TREE # 5 CRITICAL ROOT ZONE = 2,290 SF AREA IMPACTED = 63 SF % IMPACTED = 3 % 5 74.7 35' BL N 23 43'30" E TREE # 3 CRITICAL ROOT ZONE = 4,536 SF AREA IMPACTED = 50 SF % IMPACTED = 1 % S 57 44'56"E 200.39' N 56 59'19"W 199.80' 916 80.5 CLEAN OUT 3 VALVE BACKWATER 26.0 TREE # 6 CRITICAL ROOT ZONE = 6,162 SF AREA IMPACTED = 634 SF % IMPACTED = 10 % 918P. DOWNSPOUT WITH SELF CLEANING LEAF FILTER INTO 6" SCH, 20 PVC SOLID WALL-SLOPE WATER QUALITY FEATURE BMP AT 1% MINIMUM 87.2 VALVE IN BO POP-UP COVD. PORCH 8.9 6 918 WM VILENAH LANE 45' R/W 44" OAK NEIGHBOR'S HOUSE I DAVID BAGGETT CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION. 8.5' BL 1. All persons involved in land disturbence activities must be certified in erosion and sedimentation control by the GASWCC or supervised by someone who is. 2. The escape of sediment from the site shall be prevented by the installation of erosion and sediment control measures and practices prior to, or concurrent with, land disturbing activities. 3. Erosion control measures will 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 the sediment source. 4. All erosion control measures are to conform to the standards set forth in the Manual for Erosion and Sediment Control in Georgia, latest edition. 5. Any disturbed area left exposed for a period of greater than 14 days shall be stabilized with mulch or temporary seeding. 6. All temporary erosion and sedimentation control measures are to be removed upon final stabilization of the project site. All disturbed areas are to be final stabilized with perennial grassing, trees, shrubs and/or ground covers in sufficient coverage to prevent erosion of the site. 7. Wetlands are shown on this plan are under the jurisdiction of the U.S. Army Corps of Engineers. Property owners may be subject to penalty by law for disturbance to these wetland areas without proper authorization. (IF APPLICABLE) 8. As-built water quality certification or lot as-built survey (including water quality devices) is required prior to certificate of occupancy. 9. Water quality devices to be installed at the time of final landscaping. 10. All collected water shall be directed to the water quality devices. 35' BL IN MY OPINION, THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS BEEN PREPARED WITHIN THE MINIMUM STANDARDS AND REQUIREMENTS OF LAW. 1 # 2 3 4 5 6 7 8 9 10 11 13 14 15 16 17 34.4' AVG. BL TYPE 10" MAPLE 38" OAK 25" MAPLE 27" MAPLE 45" OAK 9" MIMOSA 5" MIMOSA 6" MIMOSA 6" MIMOSA 11" PINE 32" OAK 42" OAK 22" OAK 10" MAGNOLIA " OAK WATER QUALITY FEATURE BMP. 5" MAGNOLIA (SEE SHEET 2 FOR DETAILS) EMITTER 13.7 = TREES BEING REMOVED = TREES NOT WITHIN PROPERTY LINES OF LOT 20.6 GM PROPOSED EISTING HOME FFE = 919.33 RESIDENCE PROPOSED FFE = 920.00 CRAWL SPACE # 1153 FOUNDATION WALL SUPPORTED ON HELICAL PIERS 24.9 920P. 7 9.0 8 TOP WALL: 919.5 9 10 Briarcliff Rd NE BOTTOM WALL: 9.0 15 16 35.6 40' BL 11 18.1 9.0 Springdale Rd NE 17 PP Oakdale Rd NE 920 Oxford Rd NE VICINITY MAP 14 N.T.S GRASS ALL DISTURBED AREAS Ds1 Ds2 Ds3 Ds4 10.0 PROPOSED GARAGE SITE Ponce De Leon Ave NE 34.4 22.6 30.0 13 S 24 30'53"W 72.' 1"CTPF 4.97' NE CURB CUT = 18.0 FT APRON WIDTH = 9.0 FT N Decatur Rd. TREE PRESERVATION UNITS 15 UNITS PER ACRE x 0.32 ACRES = 4.8 UNITS 0.32 AC x 0" = 38" REQ.D 8 EISTING TREES x 0.25 = 2 TREES REMAINING REQUIRED TREES REMOVED 42" OAK 22" OAK " OAK TREES REMAINING 10" MAPLE 38" OAK 25" MAPLE 6" MIMOSA 11" PINE 5 TREES / 90 INCHES & 30.6 DENSITY UNITS REMAINING 2 TREES REQUIRED - 5 TREES REMAIN (DO NOT DISTURB) TREE # CRITICAL ROOT ZONE = 3,216 SF AREA IMPACTED = 798 SF % IMPACTED = 24.8 % Sd1 TYPE "C" PP 1"CTPF 7.75' NE NEIGHBOR'S HOUSE SILT FENCE IS LIMITS OF DISTURBANCE CARTER & CLARK LAND SURVEYORS AND PLANNERS 2780 Peachtree Industrial Boulevard Duluth, GA 30097 Ph: 770.495.9793 Toll Free: 866.637.1048 www.carterandclark.com Atlanta Charlotte Houston Dallas Galveston Beaumont SITE PLAN FOR: DAN JOHNSON ESTATE 1153 OAKDALE ROAD, ATLANTA, GA 30307 LOT: LAND LOT 2 18TH DISTRICT DEKALB COUNTY, GEORGIA ORDER DATE: 01-06-2016 2016010363 CLARK DAVID J. BAGGETT GA RLS # 2740 LEVEL II CERTIFIED DESIGN PROFESSIONAL CERTIFICATION NUMBER 0000042174 ISSUED 04-25-2007 EPIRES 04-25-2016 (Plan Designer or agent has visited site prior to development of the plan)
TREE SAVE FENCE DETAIL POST CONSTRUCTION INSPECTION AND MAINTENANCE SCHEDULE 1) INSPECT GUTTERS AND DOWNSPOUTS REMOVING ACCUMULATED LEAVES AND DEBRIS, CLEANING LEAF REMOVAL SYSTEM(S) - AFTER MAJOR STORM EVENTS. 2) INSPECT POP-UP EMITTER REMOVE DEBRIS AND REPAIR AS NEEDED TO KEEP IT OPERABLE - AFTER MAJOR STORM EVENTS. 3) INSPECT GROUND SURFACE AT INFILTRATION UNITS TO LOOK FOR STANDING WATER - AFTER MAJOR STORM EVENTS. 4) INVESTIGATE SYSTEM IF STANDING WATER IS CONSISTENT AT INFILTRATION UNIT AND DETERMINE IF CORRECTIVE ACTION IS WARRANTED TO RESTORE OR MAINTAIN FUNCTION OF SYSTEM - AS NEEDED. 5) CLEAN OUT INDIVIDUAL FLOW WELL UNIT THROUGH SI-INCH COVER PORT - EVERY TWO YEARS. 6) TEST BACKWATER VALVE; SERVICE OR REPLACE IF NOT FUNCTIONING - EVERY TWO YEARS. 7) RECORD ALL INSPECTIONS AND CORRECTIVE ACTIONS TAKEN IN A LOG TO BE RETAINED BY THE OWNER. CARTER & CLARK LAND SURVEYORS AND PLANNERS 2780 Peachtree Industrial Boulevard Duluth, GA 30097 Ph: 770.495.9793 Toll Free: 866.637.1048 www.carterandclark.com Atlanta Charlotte Houston Dallas Galveston Beaumont SITE PLAN FOR: DAN JOHNSON ESTATE 1153 OAKDALE ROAD, ATLANTA, GA 30307 LOT: LAND LOT 2 18TH DISTRICT DEKALB COUNTY, GEORGIA ORDER DATE: 01-06-2016 2016010363 CLARK DAVID J. BAGGETT GA RLS # 2740 LEVEL II CERTIFIED DESIGN PROFESSIONAL CERTIFICATION NUMBER 0000042174 ISSUED 04-25-2007 EPIRES 04-25-2016 (Plan Designer or agent has visited site prior to development of the plan)