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HomeMy Public PortalAboutBAY ST_1105D (3)4 274.02' OPERT �' L INS 124.02'_ W P OPEfTY L r DUNE CROSS WALK NOTE: DUNES NOT SHO LOT 2 -A, AGNEW SUBDIVISION PROPOSED FOOL POOL POOL F RhiETER: DECK 4RE4: TOTAL P,4RCFL ©T4L li`1P PIOUS: TOT4L PERVIOUS. (CODE GATES, ALARMS ETC. TO ISE PRESENT AT FINAL INSPECTION ZONE AE 13 5r8" _RBSb LOT 3 -B, BAYWINDS SUBDIVISION REFERENCE: SMB 13 -S 33 ACCORDING TO THE F.I.R.M. DATED 9/26/08 THIS LOT IS WITHIN THE 100 YEAR FLOOD ZONE. J. WHITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912- 352 -0464 FAX: 912-352---7787 EQUIPMENT: TOPCON AP -L1A ERROR OF CLOSURE: LINEAR: 1 /-- ANG: -" /ANGLE BALANCED BY: - PLAT: 1/178,000 REVISED FEBRUARY 21, 2013 TO SHOW TOE OF DUNE, HIGH WATER LINE, DNR JD LINE & TYBEE SHORE PROTECTION LINE. PLAT OF LOT 2 -B, AGNEW SUBDIGISION, BLOCK 5, BAY WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 1105 BAY STREET SCALE: 1" = 20' DATE: FEBRUARY 2, 2012 SURVEY DATE: FEBRUARY 3, 2012 PLAT FILE NO. 01 -99A FOR: C ARLES DEGENHARDT DATE DRAWN BY: 5,4L ES: GRAPHIC SCALE -- FEET 4N 1 /1a" PROJECT: DEG ENk4RDT' LANDWARD 'DOE OF TYBEE SH¢RE PROTECTI N LINE. 10' FROM TO OF DUNE. /,,. evv LOT 2—A, AGNEW SUBDIVISION FOOL a' FECIFICATIG VS ___ OL SIZE: 181 x 36' AREA: 91 SQ. PERIMETER = T. SPA SIZE: 11I I1�E,4R 1 =1 ", SF:' ,4 PERIMETER: DEC< AREA,: JTAL PARCEL; TOTAL IhIPERVIOL. S: TOTAL PERVIOUS' (CODE GATES, AL4R•{g ETC. TO BE PRESENT AT FIN41 IN9PcGTIO4 N 23 °24'OO 'W 373.00' ACCORDING TO THE F.I.R.M. DATED 9/26/08 THIS LOT IS WITHIN THE 100 YEAR FLOOD ZONE. J. WHITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912-352-0464 FAX: 912 --352 --7787 EQUIPMENT: TOPCON AP —L1A ERROR OF CLOSURE: LINEAR: 1/— ANG: —" /ANGLE BALANCED BY: — PLAT: 1/178,000 REVISED FEBRUARY 21, 2013 TO SHOW TOE OF DUNE, HIGH WATER LINE, DNR JD LINE & TYBEE SHORE PROTECTION LINE. SCALE: 1" = 20' DATE: FEBRUARY 2, 2012 SURVEY DATE: FEBRUARY 3, 2012 PLAT FILE NO 01-99A PTIAT OF LOT 2 -B, AGNEW SUBDIVISION, BLOCK 5, BAY WARD, TYBEE ISi,AND, CHATHAM COUNTY, GEORGI9 FOR: CHARLES DEGENHARDT 1 / �' / I/ / l\ l ' \U1 St TYBEE ISLAND IL ANDWARD l'OgiOF DUNL7 / , / + ++YB t SHtPRE, - 1 1 Pr(OTEcTrgN' LIN. 1p ; 4 7 , 'ROW TO OF N \ / / / l / / + /►( N // / // 1 // / ��L7 / /�� / / / / / ,-,;\)". �j, G,7 / / / /�0 • � � / / -s. , + / / / 1 , , i ,`\, , jTJ� V / / 1 c• / O // // 17. / r 1 Z` 1 ~\ / a ! � / 7� 7 / I /ip _ ..' " / / /`tX / 1 / / I I 1 "� II I //4 I f � / // 6 r� // /c., /a1 / /'4 00 0) ; /� //� /,x r r rl 0 /0-y-, ' .+� I r 6/ c=i • l r I l 1 rl -- / / - /•,/ / / / / • / / /\K:f 1 / 1 / / 'NESAE12"� / ;,/ I 1 r/ 1 / r/ 1 �� 1 r /I 4 / 1 1 /1 1 r'�1 r r r "T 1 1 I 1 / 1 i I 1 I 1 / 1 I \ ` i / I I / I I 1'I 1 1 II I 'LL - � Q Location Plan Project Information: P.I.N.: 4-0021-1 6-053 PROJECT ADDRESS : 1 105 Bay Street TOTAL SITE SIZE : 0.76 AC ESTIMATED DISTURBED AREA : 0.06 AC ZONING : R -1 g�pc�L MENT OWNER : Charles Degenhardt ADDRESS : 1 65 West Bay Steet Unit 404 Savannah, Georgia 3 1 40 1 -2682 PHONE : 91 2- III 0 5 cr ii! U? () cn Ji1 n lit U) 0 CO 0 cc TYBEE ISLAND IL ANDWARD l'OgiOF DUNL7 / , / + ++YB t SHtPRE, - 1 1 Pr(OTEcTrgN' LIN. 1p ; 4 7 , 'ROW TO OF N \ / / / l / / + /►( N // / // 1 // / ��L7 / /�� / / / / / ,-,;\)". �j, G,7 / / / /�0 • � � / / -s. , + / / / 1 , , i ,`\, , jTJ� V / / 1 c• / O // // 17. / r 1 Z` 1 ~\ / a ! � / 7� 7 / I /ip _ ..' " / / /`tX / 1 / / I I 1 "� II I //4 I f � / // 6 r� // /c., /a1 / /'4 00 0) ; /� //� /,x r r rl 0 /0-y-, ' .+� I r 6/ c=i • l r I l 1 rl -- / / - /•,/ / / / / • / / /\K:f 1 / 1 / / 'NESAE12"� / ;,/ I 1 r/ 1 / r/ 1 �� 1 r /I 4 / 1 1 /1 1 r'�1 r r r "T 1 1 I 1 / 1 i I 1 I 1 / 1 I \ ` i / I I / I I 1'I 1 1 II I 'LL - � Q Location Plan Project Information: P.I.N.: 4-0021-1 6-053 PROJECT ADDRESS : 1 105 Bay Street TOTAL SITE SIZE : 0.76 AC ESTIMATED DISTURBED AREA : 0.06 AC ZONING : R -1 g�pc�L MENT OWNER : Charles Degenhardt ADDRESS : 1 65 West Bay Steet Unit 404 Savannah, Georgia 3 1 40 1 -2682 PHONE : 91 2- III 0 5 cr ii! U? () cn Ji1 n lit U) 0 CO 0 0 cn -B, BAYWINDS SUBDIVISION EXISTING POOL AND CONC. DECK TO BE DEMOLISHED - GAZEBO TO BE RELOCATED ON SITE - RETAINING WALL TO REMAIN IN PLACE SPECIAL AE AND VE ZONE NOTES : I . BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF I' ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF I' ABOVE FLOOD. 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF 1' ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE 1 SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3 ", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LESS ABOVE ADJACENT GRADE. 5. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. FEMA MAP NOTES : 1 . THIS DEVELOPMENT IS WITHIN TWO FLOOD ZONES. THE POOL 15 IN "AE -1 2" AND THE REST OF THE SITE 15 IN "AE- 13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 1305 I CO2 13 F, MAP REVISED SEPTEMBER 26, 2008. 2. THE POOL 15 IN ZONE "AE -12" AND 15 LOCATED WITHIN THE 100 YEAR FLOOD ZONE - A MINIMUM ELEVATION OF 1 2.0 HAS BEEN SET. 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. EXISTING SITE AND DEMOLITION PLAN k CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING LEGEND EXISTING SITE AND DEMOLITION PLAN ITEM EXISTING PROPOSED TRAFFIC AND RIGHT -OF -WAY NOTES: UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 NOTES: GENERAL INFORMATION NOTES: I . EXISTING INFORMATION SUPPLIED BY HUSSEY SURVEYING. 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR. 3. GUIDING SET BACK DISTANCES HAVE BEEN SUPPLIED BY THE SURVEYOR. 1 . CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. CONTOURS 2. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR 15 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. DRAINAGE FLOW ARROWS TOP OF PARKING SLAB 1 . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. • DRAWING NUMBER 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 10' 1 1 1 OF 6 SHEE I S 0 0 0 cn -B, BAYWINDS SUBDIVISION EXISTING POOL AND CONC. DECK TO BE DEMOLISHED - GAZEBO TO BE RELOCATED ON SITE - RETAINING WALL TO REMAIN IN PLACE SPECIAL AE AND VE ZONE NOTES : I . BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF I' ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF I' ABOVE FLOOD. 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF 1' ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE 1 SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3 ", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LESS ABOVE ADJACENT GRADE. 5. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. FEMA MAP NOTES : 1 . THIS DEVELOPMENT IS WITHIN TWO FLOOD ZONES. THE POOL 15 IN "AE -1 2" AND THE REST OF THE SITE 15 IN "AE- 13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 1305 I CO2 13 F, MAP REVISED SEPTEMBER 26, 2008. 2. THE POOL 15 IN ZONE "AE -12" AND 15 LOCATED WITHIN THE 100 YEAR FLOOD ZONE - A MINIMUM ELEVATION OF 1 2.0 HAS BEEN SET. 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. EXISTING SITE AND DEMOLITION PLAN k CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING LEGEND EXISTING SITE AND DEMOLITION PLAN ITEM EXISTING PROPOSED TRAFFIC AND RIGHT -OF -WAY NOTES: UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 NOTES: GENERAL INFORMATION NOTES: I . EXISTING INFORMATION SUPPLIED BY HUSSEY SURVEYING. 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR. 3. GUIDING SET BACK DISTANCES HAVE BEEN SUPPLIED BY THE SURVEYOR. 1 . CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. CONTOURS 2. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR 15 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. DRAINAGE FLOW ARROWS TOP OF PARKING SLAB 1 . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. • DRAWING NUMBER 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 10' 1 1 1 OF 6 SHEE I S 1, /( �' /� / j 1 I it / 1 V l / / I / ,� / / \ 'j / l 111/ l / 1 �/ �/ / I q3/ / / / 1 /) 1 / / . / / / r +/ 0) /1 / // // 1 `0 ( / \ \ / / / /' , \�J / / / / 1 / , LANDWARD /0 OF DUN �' �' / + 1� +T� /BBBB E SH EE PI(OTEC,Tr9N LIN. 10 I' // 'ROI Y TO OF I�'CIN . go. - / / / / / + a: ( / /1 / / / / // 1 O� // ,/ i''U �o / INC) • ,/ i ' + / .�, // 1 w * // / // e,K I I 2,/o , I /t- / CIJ1 // / //1 40 I cQ / � 1 I , �. 14 __ 1 I /iU+' ! vJ U +' / ' (71,JJ' it .)/ / $s7 / / 12' 1 / 1 / / / 1/ / / 1/ 1 I i 1 / 1 1 //I iY' 1 G� 1 i 1 !I / I • co / 1 -- - / 1 1 I / 1 / �1 1 f // R ! 1 I \\ 1 / / 1 ( I / 1 / / 1 1 II 1 / 1 I 1 / I II 1 / I l 1 t +- 1 l I 1 /, 1 1 1 11 ! 1 I / I \ I \ � 1 U , //l ,1 i.„- �- " "4147.4V4R A ;-#44 N 23 °2404 .'� - ,a74 -a0;' -'� •- ............<„, .A. _-- ,,<0-7_________„v, _ + 4.) STREAM BUFFER ENCROACHMENT NOTES 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. GENERAL DRAINAGE NOTES: UI MENT 2. THE SITE WILL NEED TO BE GRADED A.5 SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. cn 0 5 Lu cn ! vJ U +' / ' (71,JJ' it .)/ / $s7 / / 12' 1 / 1 / / / 1/ / / 1/ 1 I i 1 / 1 1 //I iY' 1 G� 1 i 1 !I / I • co / 1 -- - / 1 1 I / 1 / �1 1 f // R ! 1 I \\ 1 / / 1 ( I / 1 / / 1 1 II 1 / 1 I 1 / I II 1 / I l 1 t +- 1 l I 1 /, 1 1 1 11 ! 1 I / I \ I \ � 1 U , //l ,1 i.„- �- " "4147.4V4R A ;-#44 N 23 °2404 .'� - ,a74 -a0;' -'� •- ............<„, .A. _-- ,,<0-7_________„v, _ + 4.) STREAM BUFFER ENCROACHMENT NOTES 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. GENERAL DRAINAGE NOTES: UI MENT 2. THE SITE WILL NEED TO BE GRADED A.5 SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 4. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. GENERAL BUILDING INFORMATION NOTES: 2. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 3. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. NOTES: LEGEND RELOCATED GAZEBO ITEM EXISTING PROPOSED SPECIAL AE AND VE ZONE NOTES : CONTOURS -B, BAYWINDS SUBDIVISION NEW POOL AND POOL DECK WITH BRICK PAVERS - ELEV'S TO MATCH EXT'G I . BUILDINGS IN 'AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF I' ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF 1 ' ABOVE FLOOD. DRAINAGE FLOW ARROWS 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I ' ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE 1 SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3 ", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LESS. ABOVE ADJACENT GRADE. 5. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. TOP OF PARKING SLAB /2.30 I . CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR 1S RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. CONTACT a MINIMUM OF 72 HOURS PRIOR TO DIGGING EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. TRAFFIC AND RIGHT-OF-WAY NOTES: PROPOSED SITE PLAN Special Pre - Construction Note : FEMA MAP NOTES : 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. UTILITIES PRGTELiINN CENTER 1- 800 - 282 -7411 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYSEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. Contractor to verify all ex,stmg and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. I . THIS DEVELOPMENT 13 WITHIN TWO FLOOD ZONES. THE POOL lS IN "AE- 12" AND THE REST jr O THE SITE IS IN AE -I3 "ACCORDING TO F.LR.M. COMMUNITY PANEL NUMBER 1305 I CO213 F, MAP REVISED SEPTEMBER 26, 2008. 2. THE POOL 15 IN ZONE AE -12" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE - A MINIMUM ELEVATION OF 12,0 HAS BEEN SET. 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. DRAWING NUMBER SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 10' C-2 2 OF 6 SHEETS cn 4. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. GENERAL BUILDING INFORMATION NOTES: 2. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 3. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. NOTES: LEGEND RELOCATED GAZEBO ITEM EXISTING PROPOSED SPECIAL AE AND VE ZONE NOTES : CONTOURS -B, BAYWINDS SUBDIVISION NEW POOL AND POOL DECK WITH BRICK PAVERS - ELEV'S TO MATCH EXT'G I . BUILDINGS IN 'AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF I' ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF 1 ' ABOVE FLOOD. DRAINAGE FLOW ARROWS 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I ' ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE 1 SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3 ", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LESS. ABOVE ADJACENT GRADE. 5. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. TOP OF PARKING SLAB /2.30 I . CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR 1S RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. CONTACT a MINIMUM OF 72 HOURS PRIOR TO DIGGING EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. TRAFFIC AND RIGHT-OF-WAY NOTES: PROPOSED SITE PLAN Special Pre - Construction Note : FEMA MAP NOTES : 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. UTILITIES PRGTELiINN CENTER 1- 800 - 282 -7411 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYSEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. Contractor to verify all ex,stmg and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. I . THIS DEVELOPMENT 13 WITHIN TWO FLOOD ZONES. THE POOL lS IN "AE- 12" AND THE REST jr O THE SITE IS IN AE -I3 "ACCORDING TO F.LR.M. COMMUNITY PANEL NUMBER 1305 I CO213 F, MAP REVISED SEPTEMBER 26, 2008. 2. THE POOL 15 IN ZONE AE -12" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE - A MINIMUM ELEVATION OF 12,0 HAS BEEN SET. 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. DRAWING NUMBER SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 10' C-2 2 OF 6 SHEETS 20' ACCE: LOT 2-A, AG SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXiT MULCHING DISTURBED AREA STABIUZATION WITH TEMPORARY SEEDING DISTURBED AREA STABILIZATION WITH PERMANENT SEEDING DISTURBED AREA STABILIZATION WiTH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABIUZATION VEGATATION ROCK RIP -RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL LIMTITS OF I 1STURBANCE LOT 3 -B, BAYWINDS SUBDIVISION EXISTING POOL AND CONC. DECK TO BE DEMOLISHED - GAZEBO TO BE RELOCATED ON SITE - RETAINING WALL TO REMAIN IN PLACE SPECIAL SOIL EROSION PREVENTION NOTES : 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation. 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil erosion measures are in place for inspection. 3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 4. Primary permittee must provide a copy of the soil erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at least the following: a. date and scope of the inspection b. name of person performing inspection c. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I BMP REMOVAL NOTE : Erosion and Sediment Control Phasing Initial Phase (Phase I) 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stabiliazotion. 8. Waste materials shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES & PC plans are in compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great care shall be taken to prevent oil spills and leaks. In the event that a spill shall occur, stop the spill source immediately and implement BMP's and clean —up for the spill. COMPACT A MINIMUM Of 72 HOURS PRIOR TO DIGGING UTITTIES PROTECTION CENTER 1- 800 - 282 -7411 STREAM BUFFER ENCROACHMENT NOTES : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. 1. This phase shall include Silt fencing and exits and sediment and detention ponds to land disturbing activities to prevent sediment from leaving construction be installed prior to on the site. Intermediate Phase TPhase li) 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase 111) ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. 1. This phase shall include outfall protection, any revised 1 inlet protection and any other permanent devices. SPECIAL CONSTRUCTION NOTE: LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11 -5 -14 DRAWING NUMBER IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 10' 3 OF 6 SHEETS SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING / I \ i/ / / / / i / 1 V I / / / I / I /� / / / / / / / / /I /"'j / / / / / / I I CO • / / / / / / /) +1 /// / /// // / , / \ \ i / / �J I ■�∎-- I /' / // / I LANDWARD /0 ' OF DUN , �\ �1- -' / / + +TYB t SH -RE- -- / / PF(OTEC,Tr9N' LIN. 1p ,' / 'ROI r T0/ OF 1 UN . qo . / / / / / / + / ( // I / / //' /-� / / // I• // /� /, / 1- / / /�ti / / / 7 DISTURBED AREA STABIUZATION WITH TEMPORARY SEEDING 20' ACC& LiMi1T5 OF i iTU RBANJCE ... ....rte J N 23 °240 ,274,9 // LOT 3 —B, BAYWINDS SUBDIVISION 9D ANDING AND S Y OTHERS LOT 2 —A, AG DISTURBED AREA STABIUZATION WITH PERMANENT SEEDING DISTURBED AREA STABIUZATION WiTH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABILIZATION VEGATATION ROCK RIP -RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL Erosion and Sediment Control Phasing Initial Phase (Phase I) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to an_ land disturbing activities to prevent sediment from leaving the site. Intermediate Phase (Phase II) 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase III) 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II 1" = 10' STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON— EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. SPECIAL SOiL EROSION PREVENTION NOTES : 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation. 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil erosion measures are in place for inspection. 3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 4. Primary permittee must provide a copy of the soil erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at least the following: a. date and scope of the inspection b. name of person performing inspection c. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stabiliazation. 8. Waste materials shall not be discharged to state waters except as authorized by a section 404 permit. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 LAHBOS@BELLSOUTH.NET 41Nr., 4,4■Patom,..0~VS,VP'^VAVA7:1,10,13V.,10,0t6,04, U May 5, 2013 0 R V. SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II T[1NTACT A MINIMUM OF 2 HOURS PRIOR TO DIGGING 9. These ES & PC plans are in compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great care shall be taken to prevent oil spills and leaks. In the event that a spill shall occur, stop the spill source immediately and implement BMP's and clean —up for the spill. WETLANDS NOTE: JTIEITIES PROTECTION CEiNiER 1- 800 -S82 -7'•11 ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. SPECIAL CONSTRUCTION NOTE: LEVEL II CERTIFICATION NO, 2104 ISSUED 11 -5 -05 EXPIRES 11-5-19 DRAWING NUMBER IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT iN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 10' 4 OF 6 SHEETS S 23 °24'00 "E 274.02' 0:2 / it / + / / 1 / 1 / i • / 1 1 '_/---_, + 'LANDWARD 7'0) OF DON / / 1 +T�`YB E SHmR`E PROTEC ZI ON IN . 1. 1 N / / / / / #. / / r / �ROIVf TOE OF DUN. / / / + / / / /,°) / / / / / / / / 1 / / / / / 1 / / 1 / / / / // / / / / / / I v ' // // / -4- / // / ., - q 1 1 I / 7/ + �a 0J / / i /( ,� / r-f4s • / ),....7 1 1 / 7�0 \ / 1 -p rz7/ 1 //'`. 1 ! 1/ i 1�1 .4 /' icf I l v / / +J / Q 10;' / :.' / J 1 1 / Eo l 11 190 1 / /_ . 1 1 MINIM MMNIP Q 124.O2'co9 N 1St l 1 1 1 -,� / .. 1a/ 1 Z6NE JtE 12' 1 / 1 / / l / 1 / 1 / 1 1 if ,� 1 1 1/1 -c, 1 1 1 4-+. / / 41011M1 OWN* / 1 1 1 1 1 1 + / - ' R dl -C /2 ROW_ / /O / 1 1 / 1C) j viF D) N. / / 111 � � N 23 °240. 0 0) LOT 3 -B, BAYWINDS SUBDIVISION % NEW FOOL AND FOOL DECK WITH BRICK PAVERS - ELEV'S TO HATCH EXT'G SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III 1" = 10' 20' ACCESS & UTILIT LOT 2 -A, AGNEW SUBDN BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH iN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABIUZATiON WITH TEMPORARY SEEDING DISTURBED AREA STABIUZATION WiTH PERMANENT SEEDING DISTURBED AREA STABIUZATION WITH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABIUZATION VEGATATiON ROCK RIP —RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL Dal n Du Erosion and Sediment Control Phasing Initial Phase (Phase I) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to an land disturbing activities to prevent sediment from leaving the site. intermediate Phase (Phase 11) 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase ill) 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. SPECIAL SOIL EROSION PREVENTION NOTES : 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation. 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil erosion measures are in place for inspection. 3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 4. Primary permittee must provide a copy of the soil erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at least the following: a. date and scope of the inspection b. name of person performing inspection c. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stabiliazation. 8. Waste materials shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES & PC plans are in compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great care shall be token to prevent oil spills and leaks. In the event that a spill shall occur, stop the spill source immediately and implement BMP's and clean —up for the spill. WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HiM FOR WORK REQUIRED TO BE RE— CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11-5-14 SCALE: 1" = 10' 10' 20' 25' 4 Co " Z W W F- W au) CO U) 0 L W zM U1} SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III CONTACT A MINIMUM Of 72 H UiRY PRIOR TO DIGC NG UTILITIES PROT[CI :d CEx ER 1- 800 - 282 -7:11 '9, ,oROf' �sT No. 28372 PR1. 5 -5 A. DRAWING NUMBER C-5 5 OF 6 SHEETS SOIL EROSION & SEDIMENTATION CONTROL NOTES 1. NARRATIVE: THE EXISTING SITE CONTAINS A RESIDENTIAL STRUCTURE, POOL AND GAZEBO AND THE GROUND IS GENERALLY FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW TREES. THE PROPOSED PROJECT WILL BE THE DEMOLITION AND CONSTRUCTION OF A POOL. THE TOTAL SITE IS APPROXIMATELY 0.76 ACRES WITH THE ESTIMATED DISTURBED AREA TO BE 0.06 ACRES. 2. DEVELOPER / CONTRACTOR : CHARLES DEGENHARDT 165 WEST BAY STREET TYBEE ISLAND, GEORGIA 31401-2682 3. 24 HOUR CONTACT: CHARLES DEGENHARDT 912- 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR EROSION CONTROL IN GEORGIA. 5. PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. 6. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PA I I ERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PA I !ERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PA ! (ERNS CREATED AT VARIOUS STAGES DURING ANY PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT. 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. 16. ANY DISTURBED AREAS WITH SLOPES 2: 1 OR FLATTER WHICH ARE NOT STABILIZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING ". 17. VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY AREAS REQUIRING RE- ESTABLISHMENT OF GRASS. LIME RATE: 1 TO 2 TONS PER ACRE FERTILIZER: 1500 POUNDS OF 6 -12 -12 PER ACRE 18. MULCH: MULCH SHALL BE UNCHOPPED, UNROI ILD, SMALL GRAIN DRY STRAW APPLIED AT A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR LIQUID MULCH BINDERS. 19. SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION SERVICE AS BEING Cub (Coastal Beach). 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE -12" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051 C 0213 F, MAP REVISED SEPTEMBER 26, 2008. 21. THIS SITE IS IN ZONE "AE -12" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 12.0 HAS BEEN SET. SPECIAL NOTES: 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTEDED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED 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. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO INSPECT STORM WATER FACILITIES AT ALL TIMES. 5. STATE WATERS DO NOT EXIST WITHIN 200 FEET OF THE PROPERTY. 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE ADJACENT SALTWATER MARSH AND ULTIMATELY THE ATLANTIC OCEAN. 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENGINEER. CLEARING NOTES: 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE BY THE OWNER. SEE LAND DISTURBING PLAN. 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED PUBLIC HIGHWAY. 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING CONSTRUCTION. THESE MEASURES ARE TEMPORARY. 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS -OF -WAYS, EASEMENTS AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL THE APPROPRIATE PERMITS HAVE BEEN ISSUED. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER TO REMOVE THEM. 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE FROM THE OWNER OR ENGINEER PRESENT. 11. PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING STANDARDS FOR SHADE TREES ". ANY VARIATION FROM THE RECOMMENDATION OF THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. 12. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "LIMITS OF CONSTRUCTION ". 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING ". 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. TENTATIVE ACTIVITY SCHEDULE SITE DATA ZONE "AE -13" TOTAL ACREAGE 0.12 ACRES ESTIMATED DISTURBED ACREAGE0.09 ACRES S.C.S. SOIL SURVEY FROM WEB SOILS STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. COASTAL PLAIN VEGETATIVE COVERS MONTH OF PLANTING TEMPORARY GRASS RATE MONTH OF PLANTING PERMANENT GRASS RATE JANUARY - MARCH ANNUAL LESPEDEZA 10 Lbs. /Ac MARCH - JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH - JUNE COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH - JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac APRIL - AUGUST BROWN TOP MILLET 40 Lbs. /Ac JULY - AUGUST COMMON BERMUDA (HULLED) OR CENTIPEDE SOD 10 Lbs. /Ac 10 Lbs. /Ac SEPTEMBER - FEBRUARY RYEGRASS 40 Lbs. /Ac SEPTEMBER - FEBRUARY COMMON BERMUDA (UNHULLED) OR CENTIPEDE SOD so. 6" MINIMUM GEOTEXT1LE UNDERUNER N.S.A.R -2 (1.5 " -3.5") COARSE AGGREGATE TEMPORARY CONSTRUCTION EXIT N.T.S. SIDE VIEW NOTE: USE 36" D.O.T. APPROVED FABRIC USE STEEL POST. (WOVEN WIRE FENCE BACKING) FRONT VIEW TYPE C FABRIC (36 ") USE: WHERE FILL SLOPES EXCEED A VERTICAL HEIGHT OF 20 FEET AND THE SLOPE GRADIENT IS STEEPER THAN 3:1. NOTE: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE, CORD, AND POCKETS. POST SIZE TYPE OF POST MIN. LENGTH 4 STEEL FENCE SIZE OF POST 1.3 LB. /FT. MIN. 10 Lbs. /Ac 1/2 Bu. /Ac SIDE VIEW E NOTE: OVERLAP 18" AT FABRIC JOINTS FRONT VIEW TEMPORARY SILT FENCE DETAIL Sd 1 -A Cd, --D3 FENCE TYPE A B C MINIMUM LENGTH 4' -O" 3' -0" 4' -0" POST SIZE TYPE OF POST Soft wood Oak Steel Soft wood Oak Steel Steel SIZE OF POST A (MIN) 3" dia. or 2X4 30" 1.5"X1.5" 1.31b. /ft. min. 2" dia. or 2X2 18" 1 "" .751b1X1. /ft. min. 1.31b. /ft. min. 30" B (MIN) Q E(MAX) 18" 28" 6" 18" 16" 4" 6' -0" 6' -0" F USE 36" D.O.T. APPROVED FABRIC. USE WOOD OR STEEL POSTS. USE 22" D.O.T. APPROVED FABRIC USE WOOD OR STEEL POSTS 18" 28" 6" 4' -0" USE 36" D.O.T. APPROVED FABRIC USE STEEL POSTS ONLY TENSILE STREGTH <LBS. MIN.> (I) (ASTM D -4632> 2013 MAR APR MAY JUNE JULY AUG INSTALLATION OF SEDIMENT CONTROLS AND TREE PROTECTION BARRICADES #30 70 80 175 36 SITE GRADING UTILITY INSTALLATION NO :^ .A.PPLICABLE BUILDING CONSTRUCTION PERMANENT GRASSING PAVING NO 7' APPLICAPLE MAINTENANCE OF SEDIMENT CONTROL REMOVAL OF SEDIMENT CONTROL SITE DATA ZONE "AE -13" TOTAL ACREAGE 0.12 ACRES ESTIMATED DISTURBED ACREAGE0.09 ACRES S.C.S. SOIL SURVEY FROM WEB SOILS STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. COASTAL PLAIN VEGETATIVE COVERS MONTH OF PLANTING TEMPORARY GRASS RATE MONTH OF PLANTING PERMANENT GRASS RATE JANUARY - MARCH ANNUAL LESPEDEZA 10 Lbs. /Ac MARCH - JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH - JUNE COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH - JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac APRIL - AUGUST BROWN TOP MILLET 40 Lbs. /Ac JULY - AUGUST COMMON BERMUDA (HULLED) OR CENTIPEDE SOD 10 Lbs. /Ac 10 Lbs. /Ac SEPTEMBER - FEBRUARY RYEGRASS 40 Lbs. /Ac SEPTEMBER - FEBRUARY COMMON BERMUDA (UNHULLED) OR CENTIPEDE SOD so. 6" MINIMUM GEOTEXT1LE UNDERUNER N.S.A.R -2 (1.5 " -3.5") COARSE AGGREGATE TEMPORARY CONSTRUCTION EXIT N.T.S. SIDE VIEW NOTE: USE 36" D.O.T. APPROVED FABRIC USE STEEL POST. (WOVEN WIRE FENCE BACKING) FRONT VIEW TYPE C FABRIC (36 ") USE: WHERE FILL SLOPES EXCEED A VERTICAL HEIGHT OF 20 FEET AND THE SLOPE GRADIENT IS STEEPER THAN 3:1. NOTE: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE, CORD, AND POCKETS. POST SIZE TYPE OF POST MIN. LENGTH 4 STEEL FENCE SIZE OF POST 1.3 LB. /FT. MIN. 10 Lbs. /Ac 1/2 Bu. /Ac SIDE VIEW E NOTE: OVERLAP 18" AT FABRIC JOINTS FRONT VIEW TEMPORARY SILT FENCE DETAIL Sd 1 -A Cd, --D3 FENCE TYPE A B C MINIMUM LENGTH 4' -O" 3' -0" 4' -0" POST SIZE TYPE OF POST Soft wood Oak Steel Soft wood Oak Steel Steel SIZE OF POST A (MIN) 3" dia. or 2X4 30" 1.5"X1.5" 1.31b. /ft. min. 2" dia. or 2X2 18" 1 "" .751b1X1. /ft. min. 1.31b. /ft. min. 30" B (MIN) Q E(MAX) 18" 28" 6" 18" 16" 4" 6' -0" 6' -0" F USE 36" D.O.T. APPROVED FABRIC. USE WOOD OR STEEL POSTS. USE 22" D.O.T. APPROVED FABRIC USE WOOD OR STEEL POSTS 18" 28" 6" 4' -0" USE 36" D.O.T. APPROVED FABRIC USE STEEL POSTS ONLY TENSILE STREGTH <LBS. MIN.> (I) (ASTM D -4632> ELONGATION ( %MAX.) (ASTM D -4632) ABS (APPARENT OPENING SIZE> (MAX. SIEVE SIZE> (ASTM 5 -4751) FLOW RATE (GAL /MIN ✓SQ. FT.) MDT-87) ULTRAVItLET STABILITY (2) (ASTM D -4632 AFTER 300 HOURS VEATHERING IN ACCORDANCE WITH ASTM II-4355) BURSTING STREGTH (PSI MIN.> (ASTM 5 -3786 DIAPHRAGM BURSTING STRENGTH TESTER) MIN. FABRIC VIDTH (INCHES) WARP -260 FILL -180 40 #30 70 80 175 36 (1) MIN. ROLL AVERAGE OF FIVE SPECIMENS. (2> PERCENT OF REQUIRED INITIAL MIN. TENSILE STRENGTH. SILT FENCE - TYPE C Wire Staples Nails FASTENERS FOR WOOD POSTS GAUGE CROWN 17 min. LEGS STAPLES /POST 3/4" Wide 1/2" Long GAUGE LENGTH 14 min. 1" 5 min. BUTTON NAIL /POST HEADS 3/4" 4 min. 0 LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11 -5 -14 i f April 4, 2016 SCALE: es sho:,..in ! s I d U) W 0 U) H Z CC;TACT A MINIMUM_or 72 HOURS PRIOR TO DIGGING L TII_ TIES PROTECTION CENTER 1- 800 - 282 -74'I DRAWING NUMBER C -6 6 OF 6 SHEETS April 4, 2016 SCALE: es sho:,..in Q s I W 0 U) H Z CC;TACT A MINIMUM_or 72 HOURS PRIOR TO DIGGING L TII_ TIES PROTECTION CENTER 1- 800 - 282 -74'I DRAWING NUMBER C -6 6 OF 6 SHEETS (o A; s 23 °2 '00 "E 274.02' 0,.�J #`- 1 , ^` �' / f / 1 1/ / / r \ II 1 1 1 / / 1 v 1 / / // J // /� 1 /1 / / 1 '`J 7 1 / / // 1 / / r l Nfl 1 / / // 1 I ( `+'1 0) // / lI / ( 1 / / 1 1 / .4v / 11 �/ / / ` ` J- LANWARD ©V OF D N \ � /I / / / / N, N s . aws.BVS.wM,w,swss W •Itl. Mwssws.sWW Ys'1 rnP WIMMWMIONWOM <A4 1 -+TYB ' E SH R`t. - -- . 1 > ../\/\<7.) Pr(OTEcTr N/ ip /1'RO1t TO OF UN. <b \ / / / / 0) / / f- / / / I / / / /// IN / /// /. / / / 0 / // 1 w / /� // i (/ 1 1 oa / ,-� / / / "'', 1 • / '-- , / 1 / / Chi / • 1 / �� I` // I /1 irtti 1% / / / ``+-- 00 0) r l / / , l'> 1 1 1. I� 1 1 /�,t 1 / `_'\* 1 1 //a,r w/., l 1 1 1k, i i '�,9 / I 1 ,,(l. / /l� /' 1 71 I / � / NE I'' 1 / 1 I / / 1 / 1 1 / +1 1 1 I l 1 1 r NCO (> • elINWIWIWOMMIt goes owe swam \, a• + (c.FRAME HOUSE ti 1 1 1 / / // 1/ I / 1 / 1 1 I 1 1 0) 1! I �1 • I 1 S I 1 1 I I 1 1 I 1 1 ,er co NE <9- -FCC) _/ 0 sa. Ms WWI. MM. "N.S 5/8" RBS TYBEE ISLAND Location Plan r, 7 7 1 1 / c1 \ \ N N 1 1 1 1 1 1 1 / 1 1 1 / 1 \ I O I j / kc}.I ti / N °Q°24-'0 7 N w • -B, BAYWINDS SUBDIVISION + DRIVE 0) 1 EXISTING POOL AND CONC. DECD TO BE DEMOLISHED - GAZEF30 TO BE RELOCATED ON SITS - RETAINING WALL TO REMAIN IN PLACE EXISTING SITE AND DEMOLITION PLAN ESIMINIIMITIMINIUMISIMONISOUISNIMBONIMMINITIEMMENNWOMMIKVIIIMIMA GENERAL INFORMATION NOTES: UJ • I . EXISTING INFORMATION SUPPLIED BY HUSSEY SURVEYING. 2. ACTUAL FLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR. 3. BUIDNG SET BACK DISTANCES HAVE BEEN SUPPLIED BY THE SURVEYOR. NOTES: 1 LOT 2— 1 . CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR,' TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR, AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 3. CONTRACTOR 15 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO DE REMOVED. ItIMMONSIMISIMMEIMMINIESIUMNITIIIMUMEMIII LEGEND ITEM EXISTING TOPO CONTOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAD f'ROPOSI'D Project Information: P.I.N, :4-0021 -1 G-053 PROJECT ADDRESS : 165 West Bay Street TOTAL SITE SIZE : 0.7G AC ESTIMATED DISTURBED AREA : 0,06 AC ZONING : R -1 POOL SETBACKS : FRONT = 5' SIDE = 5' REAR = w' ESIGN SERVICES 1 U) 0 0 z C) OWNER : Charley Degenhardt ADDRESS : 165 We Bay Steet Unit 404 Savannah, Georgia 3 1 40 1 -2682 Pt10NE : 912- SPECIAL AE AND VE ZONE NOTES 1 . BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF I' ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF I' ABOVE FLOOD. 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF 1' ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE 1 SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3 ", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LESS ABOVE ADJACENT GRADE. 5. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. FEMA MAP NOTES I . T1-115 DEVELOPMENT 15 WITHIN TWO FLOOD ZONES. THE FOOL 15 IN "AE- 1 2" AND THE REST OF THE SITE 15 IN "AE -13" ACCORDING TO F.I,R.M. COMMUNITY PANEL NUMBER 1 305 I CO213 F, MAP REVISF__D SEPTEMBER 26, 2008. 2. THE FOOL 15 IN 20NE "AE- 12" AND IS LOCATED WITHIN THE 100 YEAR. FLOOD ZONE - A MINIMUM ELEVATION OF 12,0 HAS BEEN SET. S. CONTRACTOR 15 TO VERIFY FEMA ELEVATIONS PRIOR T() ANY CONSTRUCTION ACTIVITIES. FG 12.,3 -_. .aso _ -..-.» TRAFFIC AND RIGHT -OF -WAY NOTES: onsainstgison CONTACT A INIM: PRIOR T[1 UTILITIES PROT 1- 800 -21 I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY, SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, 5PE°CIFICATIONS OR. CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR. EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 10' 10' 20' 25' MWWWWMWIIIMMMIWWWVIMMWWMWMMIMMMMOIIMIMWMMMOM DRAWING 1 OF 6 S 23 °2 '00 "E 274.02' 0)' +/ / CO L / 1 I + 7 \ II I l V I / / I n / ` \ l ) I l / / J I � I l / J n I l ( r r' / ' •l / / / / � ,' I , / 9 1' / + I 1 '0 00 / I +\ LANDWARD 710 OF UN ET i,,4.) I // I + / +T"Y13J SHORE. - / / ,\� FR'OTECTI" N/ LIN]. 1p I/ .,\._. / / °ROW TO OF ] UNE. (0 co_ / ./ /I / / + C i / / / / / i, / / / --/ / / / .e ,,, c_11 <0 . + A N \ ' 1 2? 4- . 0 2 Q-) c�� < / I / / I • / I / I / / / / / fl / QD r // // / / �/ // fig? // // (/ .. 4/ , //' // ,\- / I 1 t11I.k / 1 / I f\) , I \ / I/- ,.. j� �.� / // 4"v'+ / /- FRAME HOUSE \ \ N LINE (If \ + CON O . iLi fjj'���) __sue --sr • � �.,y '' T i — .0..W.,. ...• «. INOMNIMMOMott PRIM f NS d ... J a _ ..11, FM. ................ia .MIMNIRibi. HIMINO .0* OW* Of a *11WIUMMOI. 40.0 MAto ONSOINW.111011.M (W. On. •B, BAYWINDS SUBDIVISION +J RELOCATCU GAZEBO NEW POOL AFD POUI. DECK WIT11 E3RIGK PAVERS PROPOSED `I "r ; PLAN smaptionevanstagarimmunnolecinunnumorstausammenumummmumnommulowniantonnummunamouswilisrettwomammensmonrialtummunialurminimpotriammuranornammairmuummusufwassunaminitwassumneernarmonamosamtumem SPECIAL AE AND VEZ_ONE NOTES : LOT 2 -- 419,01. 1.1111. 0111411.1411114 1.011.10.* I . BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF I ' ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF I' ABOVE FLOOD. 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' ABOVE FLOOD. - 4. FLOOD VI=NTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE 1 SQUARE INCH I SQUARE TOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3 ", A MINIMUM OE 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 1 2" OR LESS ABOVE ADJACENT GRADE. 5. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS AIRE SET AS PER CODE, Special F're- Construction Note : Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. LEGEND •0. ITEM TOPO CONTOURS 6i11nnr ...1CONEAmn.aNNIMMm.MIll7r®mF 1 mS111n..ma I1OSIIEA I A STREAM BUFFER ENCROACHMENT NOTES : V) 2: a: NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON — EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. EXISTING PROPOSED GENERAL DRAINAGE NOTES: tililIPORMIVIMMIUMINOIMMIIIRIMPSNIONIMIMMPOIMIIIPOINPOIMIONOMPOAPIMINDIOWINUMAMONFIMIMPAOMMINIUINIM April 2. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT E3E FORSEEN TO ALLOW FOR PROPER DRAINAGE. 4. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. GENERAL BUILDING INFORMATION NOTES: 2, PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO DE SET AS PER FEMA FLOOR STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 3, PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. DRAINAGE FLOW ARROWS TOP OF PARKING SLAB EASEMENT NOTES: FG 12,3 .. .* • ••••••• • • — 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. TPS 12.30 FEMA MAP NOTES : I . TH15 DEVELOPMENT 15 WITHIN TWO FLOOD ZONES. THE POOL 15 IN "AE -12" AND THE REST OF THE SITE 15 IN "AE -13" ACCORDING TO F.1. R. M. COMMUNITY PANEL NUMBER 13051 CO213 F, MAP REVISED SEPTEMBER 26, 2006. 2. THE POOL 15 IN ZONE "AE- 12" AND 15 LOCATED WITHIN THE 100 YEAR FLOOD ZONE - A MINIMUM ELEVATION OF 12.0 HA5 BEEN SET. 3. CONTRACTOR 15 TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVIflES. SPECIAL CONSTRUCTION NOTE: NOTES: .....O. I • CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CCALE AND ANY OTHER REQUIRED UTILITIES WITH TTIEAPPROPRIATE UTILITY. AGENCIES. 2, CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 3. CONTRACTOR 15 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO SE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. C. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE, X TREES TO BE REMOVED. TRAFFIC AND RIGHT -OF -WAY NOTES: CONTACT A MINI► PRIOR T( I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE Cl7YOF TYt3EE ISLAND, GEORGIA PERSONNEL. TILITIES PROT 2. ANY AND ALL NECESSARY PERMITS MUST SE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. GUTTER NOTES: OF aelS rie Fl+ tfshM*rk.13 y9�Fh1M * um..+ ^fhR%Frli46E 19.4411‘ Er4�+"�• IF THE CONTRACTOR KNOWS OR CAN REASONABLY SE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION 57AKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT SE ENTITLED 1D COMPENSATION FOR ANY WORK OR E PEN.SE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. DRAWING SCALE: 1" = 10' 2 OF 6 s 23 °2A '00 "E 00 1 1 1 1 ZONE 1 1 � 1 LIM1TFS Of I Isl"URDANlCff / 274.02' ssm„awa,swsamssn i f �. >._ _ ( + I\ / // / 7 / / / ( / / / / / /, / // / l f 1 / r� / / / 1 +/ 0 / a�� / Icon' / ■ %�A TOWARD TO] OF Di 'NEB 1 / / 1 4- +T�YD ,gE SH REr — P/I O TE F T' LINE. 10 , //FRO �. 'T OF prtJN. c. cef / / ///1 / / +� -/& / / / ! a) / / i / / /O / / `V 7 / .. + \/ / / // �� F:!,1(0: 1/� / / t / / 1 � c+a /'! 'S'' / ()5 mormisnasionannuourtsamirimmunrounummennummannou (o • co 1 / l 1 i / 1 / I / / / rT 1 A 1 / A �Ca Co. +co • FRAME HOUSE a- / 1 1 .1 1 / 1 i 1 / / / wawa 1 1 1 1 1 /1 V1F6), > 1 1 23 °24 0 It co i IrALV 47 AV tit" /PI o'er .41 4,4$ r", 4,414 4$$ 1 4;* $4* 404, , � VI ',4riAv • dr *SS i **4.* 4* .4 I 4 St, / •4W7 ' r '`. • � i I rrt':ir.i1�.►�Mi+ww r «M. " 10-1- ■ a1 o iC. < C +co. / LOT 2 A, AG r\ - 44 _ _ _ 111 + r a LOT 3-8, DAYWINDS SUBDIVISION IIIN,, .IO.a,...e.A».,..... a mA...........,. STREAM BUFFER ENCROACHMENT NOTES : EXISTING POOP_ AND CQf�G. DECK TO BE DEMOLISHED - GAZE80 TO BE Rffl_OCATED ON 51Tif - RETAINING WALL TO REMAIN IN IMAGE: NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON—EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. ansumnematawmumwou FISOSIONAII SOIL, EROSION AND SEDIMENT CON T RO BMP REMOVAL NOTE 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. PLAN - PHASE I wommansmeromantrumnaggiscremzemenumanammeampassamatureassut : rosion and Sediment Control Phasing • �. �. �y1a .1..11.01.MaenNIMnium,wannAa�w.rsnw lP�i Via l fyiatilltasel) 1. This phase shall include Slit fencing and construction exits and sediment and detention ponds to be installed prior to an land disturbing activities to prevent sediment from leaving the site /\\ Intermediate Phase Phase 11 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase 111) 1. This phase shall include outfall protection, any revised inlet pratecti y: an l otheuermanent devices. t sionmeannimmuranownratemmommitorwromenstramatramossissuntimminenturawaszmunmenwermarinennumnownornum AMON worreursteramormuniastrestsenrimageormarmarasrat SOIL EROSION LE EN. TEMPORARY SEDIMENT BARRIER TEMPORARY HAY IMES CONSTRUCTION EXIT MULCaNING DISTURBED STABIUZATK}N WITH TEMPORARY SEEDING DISTURBED AREA STAEIUZArION WITH PERMANENT SING DISTURBED ARIA STABIUZAT10N WITH SODDING CHECK c»M STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TPAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABILJZATION VEGATATION ROCK C1NCR£TETM� LEVEL .SPR ADI'.R RE.TROffT DUST CONTROL ust Dag [blag Ds�9 E-§6) Opt Du co 0 103 NASSAU DRIVE SPECIAL SOIL. EROSION PREVENTION NOTES : 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation, 2. It 13 the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soli erosion measures are in place for inspection. .3. Soil erosion prevention plans shall be kept current and on slte or readily accessible at all times during the duration of the project until after final stabilization has occurred. 4. Primary pemittee must provide a copy of the soil erosion prevention plans to each secondary permittee. 5. Contractor Is to keep a record of his inspections of the soil erosion control measures to Include at !east the following: a. date and scope of the inspection b. name of person performing inspection c. major observations (including noncompliance incidents) Inspection reports ars to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfall Is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing Is to remain in place until final stablllazatlon. 8. Waste materials shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES & PC plans are in compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great care shall be taken to prevent all spills and leaks. In the event that a spill shall occur, stop the spill source immediately and implement BMP's and clean —up for the spill. WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUFNECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICA77ONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE— CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. LEVEL II CERTIFICATION NO. 2104 ISSUED 11-5-05 EXPIRES 11-5-14 SCALE: 1" = 10' CONTACT A MINIM PRIER TO ��pRE UTILITIES PROTI 1- 8O0 -2% ND. 26 FURS 44- e DRAWING 3 OF 6 asNrearm 11110111001111•1C11111111111411NINIIMENIMIIIIIIMISICEIDIPMFUMILIM0111111111111111111111MIENCEMUMMIIIIIIIMIUMMUIIIMMIPM431111131E11 nrwwommaa.m�r��unanaaaranawam BPIMEtinialeilltaiNNOMINIMMOWIMMOINIUTIIIIIIISIEIMINOWIIIIMMWIIMEMNIONNUnaltalaniff saoa IIIIIMMIlargaRagIMISSIENIMMIIIIMMOMINSMOMMOMMitratragnITMOn ISIVEEMMIIIIINIMIVICEISSWEBOUIZAMMUMPEMISOMIESISMOIMMMAIIMMINIEMSSIIIIIMOMECOINIMUISIIIMUNSIMINUMMEMPROMMINInlenner _, .._.�q.^. ..._._., _.._�..__..._......� O letra .._ r...∎ .�. .........._ ..�._ .r�. .,,rwommo swri .,..._...mo._...._._.. �.. _�., .._ .._. e..., .. e., _..._�.. .� . _...._.e �...._, _....e�..., .._ �.. _.. S 23 °2 '00 "E 274.02' 0).J +I Al I L,A;I:tin)",\WARD TOV OF DI.N..B.\---i:' \ ..1 *Me OWYPV VIWIIM.01....M .00. MN* WIMOVIONIMMOVPM 4.01* cb WIN WON 0.11.11, OPIPIO te �....W...». ...».7. M,.. P.. �.,. �.....* .....a..w,,..n...wo.. a- ' 124 02' " + ,O • / I I / I / / 7\• /' / i`') 'r(OTEcTIq N" /LIN . 1 / �`\,' 47 / 1'ROI)/k TO OF I2UN . • \ / / // / / + 6 * / / / 0) / / / / / / / / A.4s. -, // / // IN /r /� // ice/ // /// i// ^ + // //// / '�Yi i/ / 1 INi( // / /' .lam / / C1? / ': x II I // 1 �Q�' • I � // I // / /1 1 '/ / '' 1� � / / (XD o--.) iINI! 4 /// /0 1 I I I ■6) / I I I,l/ -.44■X l iI II��1 .)1- / / r / / / I I ZONE 12`' � /// 1 // 1 / 1/ i I i / / / I co • 0 0 o• 0 r FRAN F HOUSE i4, esOMIORW.018.104.70,1,10.. WOW /1---Cee 0 w CO 23.7' 20' ACCE MOM 11,0101t .11q1110 OPSIRI WM. Mateo NIP, ...10 MO. 4011010 • k() • r Lc! / ri / I I�. i C) to I CO QC) 11 QC;) ( Ur) ( M ZITS Of 1 11-U RI3Af4CE / i / / I I I I .o,� Shc -A) 0 b N 23 °24'O LOT 3—B, BAYWINDS SUBDIVISION . _ —..a _._...,..._... MOM WOW ....1._.._....._orlp _. .... 4.1.,....•... ........� SOIL, EROSION AND SEDIMENT CONTROL PLAPHASE II i'' =1©' .00.111• IOW &WSW 001111011 LOT 2 ""°A, AG BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXiT TO BE LEFT iN PLACE UNTIL FINAL STABILIZATION HAS OCCLJRED. wwnrwe.a++ :STREAM BUFFER ENCROACHMENT NOTES NEW STRUCTURES ON THiS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON—EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WI IN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. w...r MIXIISIMIVROMMARISSIMININOWAVAMINIIIIMMIMMOINAWN �, rmaa, mmormwa�r soaQa mm,nammusumam rmimisaat Rsnimisa mmmaa am�,��anam�wmmamAe ruamtmmaaaam�a vsnmssismu on aawnoo� naorm wsPmirma4r+amwwsaim 111101161171111,110110F1 41t1,01110 BillingnIMMIVIINOWNAMIMMIMINMINIM SOIL EROSION LEGEND rnaearm�r.rwwra, - ... TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXiT MULCHING DISTURBED AREA STABIL.ILATH.)N WITH TEMPORARY SEEDING DISTURBED AREA STABILIZATION WITH PERMANENT SEEDING WITH SODDING STABILIZATION CHECK MA STORM DRAINAGE OUTLET PROTECTiON INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL. STABILIZATION VEG ATAT1ON ONC�NCR� RAP LEVEL SPREADER RETROFIT DUST CONTROL €1:17-10 Du Erosion and Sedim en t Control Ph assn g �. 1�{.r�g rs�I�WrM/lwsa�rw�wpwfi.q�nr■ ■raw rrs rwrrm��nw� nw ICIIM rNl Initial Phase Phase j 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to an land disturbing activities to prevent sediment from leaving the site. Intermediate Phase Phase !! 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. 1110.011•01111.1011, Final Phase (Phase IN) 1. This phase shall include outfall protection, any revised inl� et �otect /on ands other permanent devices. �ua�nsrn��rrnr+w. rrrwwirRwr n.rrris.00�ri��n ..,.... -..... ,.: a: aotemarreasemerasiommds lanigiiinatiMagn 1.0 0 0- aa111311a F11711111111MISNIMMUM111111MICAMINECIIMOMMEMMIIIMBION11111111•MWOMMISICIININIMIRMINCIIIIIMOMMIIIMMIMMIIP SPECIAL SOIL EROSION PREVENTION NOTES • 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation. 2. It is the responsibility of the contractor to notify the soli erosion prevention plan designer within 7 days after the initial soil erosion measures are In place for inspection. .3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 4. Primary permlttee must provide a copy of the soil erosion prevention plans to each secondary permittoe. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at least the following: a. date and scope of the inspection b. name of person performing inspection c. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NPOES general permit. 7. Silt fencing is to remain in place until final stabiliazation. 8. Waste materials shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES ee PC plans are in compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great care shall be taken to prevent oil spills and leaks. In the event that a spill shall occur, stop the spill source Immediately and implement Bl4P s and clean —up for the spill. WETLANDS NOTE: tatertnutsammeuramoran Ai_L WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. SPECIAL CONSTRUCTION NOTE: iF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HiM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAiD ERROR, DISCREPANCY OR CONFLICT. Lu C W ct ct W i U aHrnL.. O W L1 I� c9 � NT CT A MINI PRIOR 7 ?R0 UTILITIES PRO 1-800 -i engstamissna LEVEL II CERTIFICATION NO. 2104 ISSUED 11-5-05 EXPIRES 11-5-14 DRAWIN{ SCALE: 1" ax 10' szessamonteselm 0 10' 20' 25' 4 O € tE111rnam1•11111119111,auaaainm11111 NUM se11111rnnerr111111ans s 23 °24'oo "E 2(4.02' BAIMOISIONIONISMISIAMMISIUMUSIMINIMMUIPIEMMIMMINNIMMINNIIIIIIIMMIMEMN2111616/1441UMISSIONIMMIIIMMINIMIIMMINUMIII I / ! .- r--- - /L.-- \(:::Yl) 1 + f 1 11 + l / \ 1 ; 1 /1 1 k i 1 / // /l 111 1'5 / 11 / / // / •1 / + l '`k / ' ' / / / / 1 s 0) / 1 1/ / WAR 7101j) OF DL�NL'�"� \ 1(� >,; ,� 1 / , -i- l c \ +TY1 SHORE, I._ f ,\`) PROTECTIO) LINT. 1 °ROB TOFF OF DUN. ��. 4 / / / 1�4 �/ // / `� � // / // / h 4' • // // � % y �` 1 c? , N< / 1 / 1 i / I/ / / / CO 0) / 11 l 1901 / /_ l /I 44.4 r,/)L /V "V* / i '/ , / / / ZONE 44E 12��1 i // 1 // / 1 +�' req 0 <' \• -rf, \ N J. + N,� 12 4 . () 2 ' �� • IRIOMM a_ Pte. �awnowns�� +gmc�ms�a®oanaia� ®m�aota rw�miav�nawenm�mna�n®omn�a�e +ce 4) co 23.7' FRAME HOUSE 0 co• co• 1 /by' 011.4. ONIMMI MI1-5 Of 1 Ir�(UR.13AkC 1 / / 1 111 MOP / 12RO / 1 Ds. O � , / /. 11 4 N 23 °24`0 \ 1 1 1 1 1 1 t <) r (4,0 Ns N. ,,. , ../ \`„, __ _-- Ds4 DIE 1 40' /\ co co• 0) + (c) 0 —..,._ i ....� «.. sus*, ems - -. ., ........,, .,. ..... OMINM +...:..: 4/ .......,. RELOCATED GAZEBO LOT 3—B, L3AYWINDS SUBDIVISION NEW POOL A\1D POOL DECK WI�h af�ICl�, PAVERS SOIL EROSION AND SEDIMENT CONTROL PLAN - PI —IASE III WIMIONIOSNMIONMVIVIIIIIMOght ....r.,..rr.,....O,,...... ...ate. AMP LOT 2 —A, AG BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE: AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. WIMISMOMMISSIOSIMMI STREAM BUFFER ENCROACHMENT NOTES • NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. mesmoseammercommarwumem IsPIINIMIWMIONMIOR r�erseeaasaMUM •11111111®naasrnsa ae risaa anMsasnarssaasa111MXI tasmaaaarsamraar _SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTU ,1�► AREA SPABlUZATlON WITH TEMPORARY SEEDING DISTIrREED AREA STABILIZATION WITH PERMANENT SEEDING DISTURBED AREA STABIUZATI N WITH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEMEWILE CHANNEL STABlUZAT1ON VEGATATION ROCK RE RAP CONC LEVEL SPREADER RETROFIT DUST CONTROL. Erosion and Sediment Control Phasing Initial F'hase (Phase r C 2, 1 w LLI 0 w CO 05 w 0 1 z co 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to an land disturbing activities to prevent sediment from leaving the site. Intermediate Phase Phase it 0 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase Ill) 1. This phase shall include outfall protection, any revised inlet Protection and an other permanent devfces. rosrawwa�w �sw���fravw. soussussossossuses 11111111MIlallISMOSIOXIIIMIIMMILMONITIMIMMI SPECIAL SOIL EROSION PREVENTION NOTES : 1. The state of Georgia requires that the Initlai soil erosion prevention measures shall be inspected by the designer within 7 days after instcllation. 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after- the Initial soil erosion measures are in place for inspection. 3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 4, Primary permlttee must provide a copy of the soil erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of the soli erosion control measures to Include at !east the following: a. date and scope of the inspection b. name of person performing Inspection 0. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stabiliazation. & Waste materials shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES de PC plans are In compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great care shall be taken to prevent oll spills and leaks. In the event that a spill shall occur, stop the spill source immediately and Implement BMP's and cleanup for the spill. CONTACT A MINIM PRIOR TO, rt11 krac- UTILITIES PROTI 1- 800-2E ramorsenosonummt WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS V TT-1OUT PROPER PERMIT APPLICATIONS AND APPROVAL. OSISSISIMIUSIFIRMISS SPECIAL CONSTRUCTION NOTE: G 20 PROF R LEVEL II CERTIFICATION NO. 2109 ISSUE'D 11 -5 -05 EXPIRES 11-5-14 NO A.1 DRAWING IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE— CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 10' , 10' 20' 25' 5 OF 6 : eaismagorrsousmanaszununirmeiumn aassogereaasseriewa mamoiseamrunuiarauaus ment•sa ammunin ansmcnaa nu8arsurn soRwiewaanoumme rmarmimiurow pam nnonasma sum unnu upwagrm a umore �esnan=a�ana.s.oa�o..sasraarr sarnameaasannaits ®ersesrsraaaaseenme rssermsiim 1. NARRATIVE: THE EXISTING SITE CONTAINS A RESIDENTIAL STRUCTURE, POOL AND GAZEBO AND THE GROUND IS GENERALLY FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW TREES. THE PROPOSED PROJECT WILL BE THE DEMOUTION AND CONSTRUCTION OF A POOL THE TOTAL SITE IS APPROXIMATELY 0.76 ACRES WITH THE ESTIMATED DISTURBED AREA TO BE 0.06 ACRES. 2. DEVELOPER I CONTRACTOR : CHARLES DEGENHARDT 165 WEST BAY STREET TYBEE ISLAND, GEORGIA 31401 -2682 3. 24 HOUR CONTACT: CHARLES DEGENHARDT 912- 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF' GEORGIA "MANUAL FOR EROSION CONTROL IN GEORGIA. 5. PRIOR TO ANY OTHER CONSTRUCTION, STABIUZED CONSTRUCTION EXITS SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. 6. IMMEDIATELY AFTER THE ESTABUSHMENT OF CONSTRUCTION EXITS, ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT. 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS ESTABUSHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABUSHED. 15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABIUZED WITH TEMPORARY SEEDING. 16. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEWING". 17. VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABUSHED AND MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTLINE OF THE ESTABUSHMENT OF VEGETATIVE COVERS. WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY AREAS REQUIRING RE- ESTABLISHMENT OF GRASS. LIME RATE: 1 TO 2 TONS PER ACRE FERTILIZER: 1500 POUNDS OF 6-12-12 PER ACRE 18. MULCH: MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPLIED AT A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS. BY WIND OR WATER. THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR LIQUID MULCH BINDERS. 19. SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION SERVICE AS BEING Cub (Coastal Beach). 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE -12" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051 C 0213 F, MAP REVISED SEPTEMBER 26, 2008. 21. THIS SITE IS IN ZONE "AE -12" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 12.0 HAS BEEN SET. SPECIAL NOT S: 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTEDED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED 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. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO INSPECT STORMWATER FACILITIES AT ALL TIMES. 5. STATE WATERS DO NOT EXIST WITHIN 200 FEET OF THE PROPERTY. 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE ADJACENT SALTWATER MARSH AND ULTIMATELY THE ATLANTIC OCEAN. 9. ANY. DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABAUZED WITH TEMPORARY SEEDING. 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENGINEER. 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTIUTIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFUCTS WITH SAME. ANY DAMAGE TO EXISTING UTIUTIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. ALL WORK SHALL BE IN COMPUANCE WITH THE STATE SOIL AND WATER CONSERVATION COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE BY THE OWNER. SEE LAND DISTURBING PLAN. 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED PUBLIC HIGHWAY. 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING CONSTRUCTION. THESE MEASURES ARE TEMPORARY. 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING TO MEET NE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL THE APPROPRIATE PERMITS HAVE BEEN ISSUED. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER TO REMOVE THEM. 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE FROM THE OWNER OR ENGINEER PRESENT. 11. PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS AND RECOMMENDATIONS OF THE "NATIONAL. ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING STANDARDS FOR SHADE TREES ". ANY VARIATION FROM THE RECOMMENDATION OF THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. 12. UMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS " UMITS OF CONSTRUCTION ". 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING ". 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. TENTATIVE ACTIVITY SCHEDULE INSTALLATION OF SEDIMENT CONTROLS AND TREE PROTEC11ON BARRICADES SITE GRADING UTILITY INSTALLATION BUILDING CONSTRUCTION . . PERMANENT GRASSING PAVING MAINTENANCE OF SEDIMENT CONTROL REMOVAL OF SEDIMENT CONTROL 20 SITE DATA ZONE. ..... ....... ................... ...... ...... 'AE- 13" TOTALAC ...1f ..............f.. ...... . 0.12 ACRES flM41EO DSSTURBE D ACRE GE.... 0.09 ACRES S.C.S. SOIL SUIWEY FROM WEB SOILS STREAM BU R ENCROACHMENT NOTES : NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. COASTAL PLAIN VEGE-TATIVE COVERS POANNTINQF JANUARY - MARCH MARCH- JUNE APRIL - AUGUST SEPTEMBER - FEBRUARY TEMPORARY GRASS ANNUAL LESPEDEZA COMMON BERMUDA (HULLED) BROWN TOP MI RYEGRASS 8" MINIMUM MOM= UNDERLINER N.S.A.R -2 (1.5" -3.5' CORSE AGGREGATE TEMPORARY CONSTRUCTION EXIT N.T.S. SIDE VIEW 4' MAX. 0. 1 NOTE: USE 36" D.O.T. APPROVED FABRIC USE STEEL POST. FRONT VIEW TYPE Q FABRIC {36 1 USE WHERE FILL. SLOPES EXCEED A VERTICAL HEIGHT OF 20 FEET AND THE SLOPE GRADIENT IS STEEPER THAN 3:1. NOTE: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE, CORD, AND POCKETS. POST SIZE rMIN. LNGTH TYPE OF POST SIZE OF POST 4E' STEEL. 1.3 14L1 -7, MIN. FENCE FENCE A s C MINIMUM LENGTH 4'-O" 3' - -0" 4' -0" 10 Lbs. /Ac 10 Lbs. /Ac 40 Lbs. /Ac 40 Lm. /Ac POST SIZE KOJEIN8F JUNEH MARCH - JUNE JULY - AUGUST SEPTEMBER - FEBRUARY PERMANENT GRASS RATE CENTIPEDE SOD OR 10 Lbs. /Ac COMMON BERMUDA (HULLED) CENTIPEDE SOD OR 10 Lbs. /Ac COMMON BERMUDA (HULLED) COMMON BERMUDA (HULLED) OR CENTIPEDE SOD COMMON BERMUDA (UNH OR CENTIPEDE SOD 10 Las. /Ac 10 Lbs. /Ac 0) 10 Lbs. /Ac 1/2 Bu. /Ac NOTE: 16" AT FABRIC JOINTS FRONT VIEW TEMPORARY SILT FENCE DETAIL TYPE OF POST Soft wood Oak Steel Soft wood Oak Steel Steel 51EOF ST PO 3" dia. or 2X4 1.5 "X1.5" 1.31b./ft. min. 2" dia. or 2X2 1 "X1" .751b. /ft. min. 1.31b. /ft. min. LJ U U) (.9 a 1 w U m a d C April 4, 2013 w 0 a ilarnownironlIdiftwalINIOMOMMISMIMEeMinMint A fM1N� .a..N114 .0 . E(MAX) F 30" 18" 28" 6" 18" 18" 16" 4" 30" 18" 28" 6" 6' -0" 6' -0" 4, -0" USE 36" D.O.T. APPROVED FABRIC. USE WOOD OR STEEL POSTS. USE 22" D.O.T. APPROVED FABRIC USE WOOD OR STEEL POSTS USE 36" D.O.T. APPROVED FABRIC USE STEEL POSTS ONLY TENSILE STREGTH (LBS. MINJ (1) <ASTH D -463E) ELONGATION (XHAX,> (ASTM D -4632) ADS <APPARENT OPENING SIZ.E> (MAX, SIEVE SIZE) (ASTH D-4751) FLOW RATE (GAL/HIM/SO, FT.) MT-87) ULTRAVIOLET STABILITY <2 (AM D -4G32 AFTER 300 HOURS WEATHERING IN ACCORDANCE WITH ASTH D -4355) BURSTING STREGTH (PSI MIN.) (ASTH D -3786 DIAPHRAGM BURSTING STRENGTH TESTER) PAIN, FABRIC WIDTH (INCHES) WA "P --2 40 t30 70 80 175 36 (1> MIN. ROLL AVERAGE OF FIVE SPECIMENS, <2> PERCENT OF REQUIRED INITIAL. MIN, TENSILE STRENGTH, SILT FENCE *. TYPE C Wire Staples Nails FASTENERS FOR WOOD POSTS GAUGE CROWN LEGS STAPLES /POST 17 min. 3/4" Wide 1/2" Long GAUGE LENGTH 14 min. 1" LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11-- 5--14 5 min. BUTTON NAIL /POST HEADS 3/4" 4 min. 0 arelawiaman ONTACt A NII\ PRIOR UTILITIES PR 1-800- PRO DRAWII' 6 of RIMS