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HomeMy Public PortalAboutMILLER_1212-DRAINAGE.pdfI RE-GF'.AGE APPROX, 145 LF EXT'G F -CAP SWALk AT I ' I� Q 12"PVCLn { 0 a Iz 4-0007-10-005 NOW OR FORMERLY JOHN POWERS JR ` \ 1 4-0007—'10-014 NOW OR FORMERLY NICHOLAS & GLENDA SMILER: 24"P(DEAD) REMOVE EXT'G c / 5LA55, WALKS, ETC. TD6.52 EXT'G 10' DRAINAGE EA5FMENT 7L. I I 0 I 15"PM o w w I f I LOT 139 I °, Q 0, Q j r O C) EXISTING RESIDENCE CARPORTS 14"f'f o �� N EXISTING SITE AND DEMOLITION PLAN I " = 101 SPECIAL F.F. NOTES ; 1. CONTiRACTOR TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH GOVI~KNING AGENCY REQUIREMENTS. 2. CONTRACTOR TO COORDINATE FINISH FLOOR ELEVATION5 WITH STRUCTURAL, ARCHITECTURAL AND M.E.P. PLANS. TRAFFIC AND KIGHT-OF-WAY NOTES: 1, ALL ROAD CLOSINGS, DETOUR5 AND ETC. APE TO BE COORDINATED WITH THE CITY OF TY131f If ISLAND, GEORGIA PER50NNEL. 2. ANY AND ALL NECE55ARY PERMIT5 MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK. 3. CONTRACTOR 15 TO OBTAIN A R.O.W. PERMIT PRIOR TO PERFORMING ANY WORK WITHIN THE CITY OF TYBEE 15LAND RIGHT -Of -WAY. 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DI5CHAKGED INTO THE 5TORMWATEK SYSTEM. ONE STORY MASONRY RESIDENCE W1 CARPORTE & PORCH (TO BE DEMOLISHED) SPECIAL AVERAGE GRADE NOTES 1. THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE BUILDING HEIGHT IS TO BE OBTAINED f=ROM THE TYBEE ISLAND PLANNING AND ZONING DEPARTMENT. SPECIAL BUILDING SET BACK LINE NOTES I . THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST OUT51DE PART Of THE BUILDING. Z. THE MOST OUTSIDE PART Of THE BUILDING INCLUDES ALL SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWN5PUT BOOTS, TRIM WORK OF ANY KIND OR TYPE OF COVEKING OR AE5TETIC PART OF THE BUILDING. 3. CONTRACTOR IS TO COOKDf NATE BUILDING WITH THE OWNER AND ARCHITECT TO MAKE SURE THAT NO PART OE THE BUILDING, WITH THE EXCEPTION Of THE: OVERHANG, PROTKUDES OUTSIDE OF THE BUILDING SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM Of THE ROOF OVEKHANG. GUTTER SYSTEM 15 TO BE INCLUDED AS PART OF THE ALLOWED OVEKHANG. 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A GUTTER SYSTEM 15 UTILIZED AND FOR DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS, ROOF DECKS, STAINS AND AC COMPKE55OK5. 5. CONSULT THE TYDEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING 15 USED. G. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PAKT OF THE BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AE5TECTIC WORK, ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VAKIANCE. NOTE5: 1. CONTRACTOR 15 TO COORDINATE ALL GA5, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2, CONTRACTOR 15 RE5FON515LE EOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND POK 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 OWNEK. ALL ITEM5 NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY Of THE CONTRACTOR. 4. REMOVE ALL TKEES AS NECESSARY FOR PROP05ED CONSTRUCTION. X TREES TO BE REMOVED SPECIAL AE AND VE ZONE NOTES : LEGEND NEW EXISTING D OF WALK TP 14.65 TOP OF PAVEMENT FG 16.1 0 GRADE TS 16.10 TOP OF STONE TG 0 TOP OF SD TC _ss_ —ss — W — _ W • o Z G. V� 04 W. V� ■ W. M. I.E.4.13 I.E.4.13 X -- IPF 0 DESCRIPTION BUILDING RESURFACE ASPHALT PAVEMENT ASPHALT PAVEMENT TYPE I ASPHALT PAVEMENT TYPE I I CONCRETE PAVEMENT CONCRETE SIDEWALK STORM DRAIN LINE SANITARY SEWER LINE WATER LINE SANITARY SEWER MANHOLE GAS VALVE WATER VALVE WATER METER FIRE HYDRANT SIGN FLARED END SECTION SPOT ELEVATION CONTOUR INVERT ELEVATION CHAIN LINK FENCE DITCH INVERT PROPERTY LINE IRON PIN FOUND TW 16.83 TOP OF WALK TP 14.65 TOP OF PAVEMENT FG 16.1 FINISHED GRADE TS 16.10 TOP OF STONE TG 16.10 TOP OF GUTTER TC 16.10 TOP OF CURB 1. 5UILDING5 IN "AE" ZONES ARE TO HAVE THE FINI5Hi=D FLOOD SET A MINIMUM OF 1' ABOVE FLOOD. 2. BUILDINGS IN "VE" ZON1=5 ARE TO NAVE THE LOWEST HORIZONTAL 5TKUCTURAL MEMBER 5FT A MINIMUM OF I' ABOVE FLOOD. 3, 3UILDING5 IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHEK EQUIPMENT TO BE A MINIMUM Of 1' ABOVF FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE I SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3", A MINIMUM OF 2 OPENINGS WITI1 ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 1 2" OR LE55 ABOVE ADJACENT GRADE. 5. BKEAK AWAY WALLS ARE REQUIRED IN "VI°" ZONES. G. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLAN5 TO MAKE 5ULt BUILDING tl-EVATION5 ARF SET AS PFR CODE. GEORGIA D.O.T. NOTES: i . ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED THROUGH THE GEORGIA D.O,T. Project Informatior: P.I.N.: 4-0007- 10-0 1 8 ADDRESS : 1 2 10 MILLER AVENUE ZONING : R-2 SITE SIZE : 0. 13 ACKE5 E5TIMATED 915TUKBFD AREA - O. 10 ACRES DEVELOPER: FRANK KONCUL SALTWIND CONSTRUCTION DEVELOPER ADDRE55 : 2 SOUNDING POINT RETREAT 5AVANNAI-1, GEORGIA 3 14 1 1 PHONE : 912-3e8- 1 1 6 i FirMA MAP NOTES : 1. THIS DEVELOPMENT 15 WITHIN FLOOD ZONE "AE -9" ACCORDING TO F.LK.M. COMMUNITY PANLL NUMBLK 1 305 1 C -0326G, MAP REVISED 8- 1 C- f 8 (88 DATUM). 2. CONTRACTOR IS TO VERIFY `LMA LLLVATIONS FKIOK TO ANY CONSTRUCTION ACTIVITIES. Survey Information Survey : SUNDIAL Date of Survey: - Datum : NAVD 1988 SCALE: I " = 10' 0 10' 20' 25' SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOW5 OR CAN REA50NABALY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN 1 HE PLAN5, 5PECIFICATIONS OR CONSTRUCTION STAKING AND FAIL5 TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPEN5AT10N FOR ANY WORK OR EXPENSE INCURKED BY HIM FOR WORK REQUIRED TO BE KE-CON5TKUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. I I I ' I I I ' I Ca N -j j �_ Z . sk� 1, 1111 whall 7th I Ca N �_ Z ri z z }X�o LA J < ¢ O -j c� z Ld 0 La z ©�Z W � 0z Z � ,-- L Q NLj L -CO z < Z } w w 0 0 M . sk� 1, 1111 whall 7th I Ca N �_ Z ri z z }X�o LA J < ¢ O -j c� z w � Ca N �_ Z �m O z }X�o �10� ¢ O -j c� z Ld 0 La z ©�Z W � 0z Z � ,-- L Q NLj L -CO < Z } zz J z2 z O J O 0 z Ld J) z co X W Cf7NTAC- `� MINNA 1- 72 HCLRS FPI[T� TJ Gi,1111I 'AtL7 UIl1_IT[E':, ??[;iE l:Ufl CLI,IER 1-F, :I RG/.\. 1ST R No. 28372 * pRo�I=s�ION�L G-13-19 \� A. P3 U DRAWING NUMBER C-1 1 OF 6 SHEETS I L11I I �I QI I � 4-0007-10-005 O� NOW OR FORMERLY JOHN POWERS JR ` Ii' I LG GAJ -- -- LANDSCAPE BERM OR PT RETAINING WALL WALL TO -lAVF A CONSTANT \ NOW OR 10-01 4 NOW OR 5LOPE AS 5HOWN BELOW FORMERLY 5WALF °A" NICHOLAS & GLENDA SMILEK TOP EAST END = 7.00 �� 1 10 LF 5WALF I TOP WE5T END = G.80 -- AT 0.497D% I FG 6.G F 6.7 FG 6.8 FG G.9 FG 7.0 5/8"IRS PIP -- - -\ - - - t---- --^-.ern'- ----- 13PM ago r A �_ _� 5' PSL 10"HB aD L / TPD 7.34 \ � 1_AND5CAPE N w 11 "0 10' BSL BERM OR PT Ln RETAIN I NG WALL RE -GRADE / �, a s a TOP 7. 10 i °. f a tl a APPROX. 145 LF J� J I i d a d PROPOSED EXT'G ROAD`1d POOL DECK 5WALF AT yy �--' � ` I I - J O,I G°Io LOT 1.38 ° DRIVE TO BE CONSTRUCTED OF I I- : f a TD 6.48 � a l! Ln PERMEABLE MATERIALS A5 PER CITY OF Q Tl'BEE SLAND REQUiRf=MENT5 AND BE 25' I �- w ' `' ' a 0 1 ' ' TP[7 7.42 � r' 7"H 1 0 `\ ` I'1 / / a f . I m DISCONTINUE LANDSCAPE WIDE (riix.) AT R.O.W. LINE I w /'�` 1' n 'C`. a 1 0 w �I IIE3 o ATTREES TO PREVENT WALL ° R0?OS C' J ' I c o DAMAGE I / J / O it=� , m a J z L' ONE STORY MASONRY RESIDENCE W/ �� CARPORTS &PORCH TPD MATCH EXTG PAVING .I �: c ° r' r f 7'42 (TO BE DEMOLISHED) J ! ELEV'S a a LANDSCAPE u a BERM OR PT I a PETAI N I NG WALL I TD G.50 10' BSL �a J ` ° a ii I i 24"P(DEAD) TOP 7.1 O I f FG G.5 5' 11 - 'ice 5' PSL ��- --7 -�--- --- -- - - _ - 5/8"IRS S S:, - - I TDG.52 r� I S EXT'G I O' DRAINAGE EA5LIVENT -� - FG 6.G F7- - � FG6.64I i Ln f 15"PM a IJ L' f !LOT 139 oo,o IL/ EXISTING RESIDENCE CARPORTS ,4"P o aQ f J LxIbIIW Q DRIVL-",';AY SLAB 8.0' NA1188 I 00 Q 4 f Ln I I I I O PRS 51DE F.T 2 x 8 WOOD EXPIG RETAINING WALL GRAD OR BIGGER - nR TOF LL. EE PLAN5 T PROF05ED 5WALF 1111-11 VIII h VARIES P.T. RETAINING WALL DETAIL NOT TO SCALE 1 2" BERM TO BL MULCNLD AT A - MINIMUM UTILIZING A METHOD ACCLFTABLE TO THE CITY Of TYBEE 15LAND EXT'G GRADE I �r LAND5CAPL � CT RETAINING GERM FOR TOP LL. - -` SEE FLAN5 PROP05ED VARIES 5WALF ALTERNATE - LANDSCAPE RETAINING WALL DETAIL NOT TO 5CALL PROPOSED SITE PLAN SPECIAL At AND VE ZONE NOTES : I . BUILDINGS IN "AL" ZONES ARE TO HAVE THE FIN1511ED 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 At AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, "VAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE I SQUARE INCH 1 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. BREAK AWAY WALLS ARE REQUIRED IN 'I ZONE5. G. COORDINATE SITE WORK AND FINISHED FLOOR ELEVAIION5 WITH ARCHITECTURAL PLANS TO MAKE SURE 5UILDING ELEVATI-N5 ARE SET AS PER CODE. SPECIAL BUILDING SET BACK LINE NOTES: I TKAI"FIC AND RIGHT-OF-WAY NOTES: EXISTING GRADE VARIES 2.0' FEMA MAP NOTES : L THIS DEVELOPMENT IS WITHIN FLOOD ZONE 'AE -9" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051C0326G, MAP REVISED 8-16-18 (88 DATUM). 2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. 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 15LAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT-OF-WAY. 1. THE BUILDING OUTLINE SHOWN ON THE PLAN5 IS ASSUMING THE M05T OUTSIDE PART OF THE BUILDING. 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWN5PUT BOOTS, TRIM WORK OF ANY KIND OR TYPE OF COVERING OR AE5TETIC PART OF THE BUILDING, 3. CONTRACTOR 15 TO COORDINATE BUILDING WITH THE OWNER AND ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING 5ET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF THE ROOF OVERHANG. GUTTER SYSTEM 15 TO BE INCLUDED A5 PART Of THE ALLOWED OVERHANG. 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIKEMENT5 IF A GUTTER SYSTEM 15 UTILIZED AND FOR DOWNSPOUTS, DOWNSPOUT BOOT5, FIREPLACES, ELEVATOR SHAFTS, ROOF DECKS, STAIRS AND AC COMPKE550R5. 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING 15 USED. G. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE BUILDING (INCLUDING SIDING, SHUTTERS, GUTTER -5, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK, ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. GENERAL DRAINAGE NOTES: 1. THE SITE WILL NEED TO BE GRADED A5 SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WI I HIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EA5EMENT5. LEGEND 1 TEM TOP 0 CON TOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB ROOF PLAN VARIES 3 1� �- ELEVATIONS SHOYMN ON PLANS SWALE "A" DETAIL not to wde SPECIAL AVERAGE GRADE NOTES FlNISHED GRADE r - I. THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE BUILDING HEIGHT 15 TO BE OBTAINED (FROM THE TYBEE ISLAND PLANNING AND ZONING DEPARTMENT, GENERAL BUILDING INFORMATION NOTES: I . FROP05ED BUILDING FINISHED FLOOR ELEVATIONS ARE TO 5E SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS WHICH WILL SATfSFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL AS TYBEE ISLAND REQUIREMENT5. EXISTING PROPOSED -am - FG 12.3 12 TP S 12.30 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. NOTES: I, CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE 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 BE UTlL2ED, DO NOT ABANDON UTILITIES IN PLACE, 5, REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. G. PREVENT DAMAGE TO EXISTING TREES WHERE P0551BLE X TREES TO BE REMOVED. Survey Information 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 FAIL5 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 CSF 5AID ERROR, DISCREPANCY OR CONFLICT. Survey :SUNDIAL Date of Survey : -- Datum : NAVD 1988 SCALE: I " = 10' 0 10, 20' 25' Ld co N Z � m LLJ 0 W Q D LO< > O O �W x�0--z ¢ z �ULLU ¢ � 0 ❑ Z ❑W LLI 0 F� Z¢ > � N - co VJ r W Q Z Z CL W coO 0 CL Q) RG/v / sr �F 1 f No. 28372 PROF ES51C1NAL G-13-19 / DRAWING NUMBER C -2 i 2 OF 6 SHEETS 12"PVC I Ln I 0 I o rn 4-0007-10-005 z NOW OR FORMERLY b JOHN POWERS JR jCG 6.4 r _ LI M ITS_ O_ F SD1-NDISTURBA NCE 5/8"IRS (z) -�� I °° 7� 1 - -- 1 O"HB 1 ILn N - I 7 11 "C tO -I r" RL -GRADE I _ n SPI CC) I A?PROX. 1-15 LF EXT'G ROAD 5wALE AT y' _ LOT 138 Q J o o ��I 1a 1 D S 1 OJ Ds2 Uj In 4-0007--10-014 NOW OR FORMERLY NICHOLAS & GLENDA SMILEK -}7D Of ism ,QZ o-_ 0 0 as G _ ' w •\ `.r 1 ji, I � O i SD 1 -'NS / z_j 14 24"P(DEAD) L-_ t% _. T l - 5 g� i TD>�- �I�S NT / > LA L, IV pRAINAGL LA5> MI FG 0 I 1 i+ I I !1 If I LIMITS OF DISTURBANCE LOT 139 EXISTING RESIDENCE C.ARPORTE I FG(;.G4 /8"IRS SD1-N� -__ CD l X � I� L V) 4� r N J O W Lj 14"PI o I �oo II I SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I = 10' ONE STORY MASONRY RESIDENCE W/ CARPORTE & PORCH (TO BE DEMOLISHED) 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. BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. LEVEL iI CERTIFICATION NO. 2104 ISSUED 1 1 -5-05 EXPIRES 1 1-5-20 SOIL EROSION LEGEND NON SENSTiTVE TYPE SEDIMENT BARRIER (S1 —NS SENSITIVE TYPE SEDIMENT BARRIER 'd (ED TEMPORARY HAY BALES OEHo CONSTRUCTION EXIT CO MULCHING DS 1 DISTURBED AREA STABILIZAMON DS2 WITH TEMPORARY SEEDING Mo Wo�zC� DISTURBED AREA STABILIZATION DS3 WITH PERMANENT SEEDING -¢ DISTURBED AREA STABILIZATION DS4 WITH SODDING CHECK DAM d—S w,- STORM DRAINAGE OUTLET PROTECTION St INLET SEDIMENT TRAP Sd2 SEDIMENT TRAP Sd3 GEOTDMLE (, B CHANNEL STABILIZATION C� VEGATATION ROCK RIP -RAP CONCRETE LEVEL SPREADER LV RETROFIT Rt Durr coNTROL Du FLOATING SURFACE SKIMMER SIC 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. Erosion and Sediment Control Phasing Initial Phase Phase 1 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to on 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 Irl) 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. 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. 5CALE: h " = 10` 0 10' 20' 25' I I I I I I 1 Ld L z a IL 0 1 z 0 w O Li U) Z a z 0 CIO0 Ir w J_ 0 Ua - �A"..,, No. 28372 PROFESSIONAl- C- 13 I DRAWING NUMBER C-3 3 OF 6 SHEETS I z m Lu o �a U �Q� a 0 d Mo Wo�zC� �0U z -¢ W ❑ ❑ z O z a w,- 6 J� ¢ Z Ld L z a IL 0 1 z 0 w O Li U) Z a z 0 CIO0 Ir w J_ 0 Ua - �A"..,, No. 28372 PROFESSIONAl- C- 13 I DRAWING NUMBER C-3 3 OF 6 SHEETS z m Lu o �a U �Q� } 0 d Mo Wo�zC� �0U z -¢ W ❑ ❑ z O z a w,- 01Ld w J� ¢ Z Ld L z a IL 0 1 z 0 w O Li U) Z a z 0 CIO0 Ir w J_ 0 Ua - �A"..,, No. 28372 PROFESSIONAl- C- 13 I DRAWING NUMBER C-3 3 OF 6 SHEETS TI `------- 112"PVC lLn - f---------- o a I u� I I� SDI -NS: a, I I _ � — J� 7� I \ 11 "C a / O L0 APPROk 145 LE EXT'G ROAD 5WALE AT Iz ¢ 0 \j L 0 o Ld C - p Y I I I�, � � 4-0007-10-005 NOW OR FORMERLY JOHN POWERS JR fh 1 '1 7 LIMITS OF DISTURBANCE II 1 PP t---- 2f..__�...r 1 10"HB LOT 138 no 7— A 4-000710-014 NOW OR FORMERLY NICHOLAS & GLENDA SMILEK ""(0 + /71 24"P(DEAD) 5 ! I � ill- 8— S— _ -- — —ate — -7D° 3LIS s �— i 1 �r �TDG.52�- 1'""��IXTG 1 O' DRNNAGf EASEMENT r �G G.G4 LIMITs of x j DISTURBANCE ' I 1 � �/ I ITDG.5G f TsPM LOT 1 39 � 0 w opo t t o o EXISTING RESIDENCE CARPORTS 14..P o I I -� �N SDI -ND — —_ SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II = 10' ONE STORY MASONRY RESIDENCE W/ CARPORTE & PORCH (TO BE DEMOLISHED) SOIL EROSION LEGEND NON SENSITIVE TYPE SEDIMENT BARRIER SENSITIVE TYPE SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABILIZATION 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 STABILIZATION VEGATATION ROCK RIP --RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL FLOATING SURFACE SKIMMER 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. 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. Erosion and Sediment Control Phasing Initial Phase (Phase 1) 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 CONSTRUC77ON 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. BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. LEVEL 1[ CERTIFICATION NO. 2104 ISSUED 1 1-5-05 EXPIRES 1 1.5-20 SCALE: I " = 10' O 10' 201 25' w 0D N z LLJ,- Cn O ��0 X0 <� � w W Ld X Z �O�U w ❑ p z z U) Oa < �¢ w=-� < w w m Z 1-- W L0 Q z a J (I J 1h 0 z w D w Q z O V) O 11 W J_ O OR0 DIST I No 28372 PROFESSIONAL DRAWING NUMBER C-4 4 OF 6 SHEETS 12"PVC ra - I I 4 Iz I \ SD1-N� DS4 4 UI �1' > I \ I Go 7jz 11"C a I F/T APPRO� 1•45 L> LXT'G ROAD �I 5WALF AT I 0 ) I : O. I Ger I DS4 (ED TEMPORARY HAY BALES (EEO L_Lj 1 : 4 C Ds 1 l-j" DSZ a V) W°0�z� DISTURBED AREA STABILIZATION Ds3 WITH PERMANENT SEEDING J Y l I:, L IJ I Lij o w " f� d / /r r' f' �-I St INLET SEDIMENT TRAP I SEDIMENT TRAP Sd3 D" 00 Ge <d ' J - r I : C: LEVEL SPREADER `CO RETROFIT Rt 4 Du FLOATING SURFACE SKIMMER SI( �l ' \ L. 1&PV1 4-2�1 X 1 4-0007-10-005 NOW OR FORMERLY JOHN POWERS JR 4 I n 10-14 LIMITS OF NOWO007-OR FORMERLY DISTURBANCE NICHOLAS A GLENDA SMILEK II DS4 0� l 7 5' PSL 1011HB i 10' BSL 1 —NS DS4 (ED TEMPORARY HAY BALES (EEO CONSTRUCTION EXIT : 4 C Ds 1 DISTURBED AREA STABILIZATION DSZ cn W°0�z� DISTURBED AREA STABILIZATION Ds3 WITH PERMANENT SEEDING J � n DS4 j r � da 7" Q m : " f� d / /r r' f' tl Q � Q w St INLET SEDIMENT TRAP , Z SEDIMENT TRAP Sd3 D" 00 Ge <d ' J - r �^ mow z : m o LEVEL SPREADER LV RETROFIT CJD I -NS J 0 DSL � 24"P(DEAD) 5' PSL I � I „IRS --- _ — 0'34 Z -7L i TDG.52 1� DS4 ��EXT'G 10' DRXNAGI" fA51 MENT / \ FG C � I � — I� J TDG.5G � 15"PM J w 0 0 LIMITS OF DISTURBANCE LCT 139 EXISTING RESIDENCE CARPORTS 6.G4 CIZ SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III III= 10, 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. SD I -N ONE STORY MASONRY RESIDENCE W/ CARPORTE & PORCH (TO BE DEMOLISHED) 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. SOIL EROSION LEGEND NON SENSITWE TYPE SEDIMENT BARRIER$d{ 1 —NS SENSMW TYPE SEDIMENT BARRIER (ED TEMPORARY HAY BALES (EEO CONSTRUCTION EXIT CO MULCHING Ds 1 DISTURBED AREA STABILIZATION DSZ WITH TEMPORARY SEEDING W°0�z� DISTURBED AREA STABILIZATION Ds3 WITH PERMANENT SEEDING L DISTURBED AREA STABILIZATION DS4 WITH SODDING w CHECK DAM d—S STORM DRAINAGE OUTLET PROTECTION St INLET SEDIMENT TRAP SdZ SEDIMENT TRAP Sd3 GEOTEXTILE Ge CHANNEL STABILIZATION VEGATAT10N Ch ROCK RIP—RAP CONCRETE LEVEL SPREADER LV RETROFIT Rt DUST CONTROL Du FLOATING SURFACE SKIMMER SI( 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. Erosion and Sediment Control Phasing Initial Phase (Phase 1) 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 111) 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. LEVEL I1 CERTIFICATION NO. 2104. ISSUED 1 1-5-05 EXPIRES 11-5-20 SCALE: 1 " = 10' 0 10' 20' 25' w 00 N Z � � W r - WI LJ U r �o w a W°0�z� U¢ U L 0 0�0 w Q Y- � } Nw I _jW d w Z m - r z Li W 00 N Z � � W r - 0 Q LJ U >� �o w a W°0�z� U¢ Z L 0 0�0 w Q Y- � } Nw I _jW d w Z m U� w C0 Q z g J 0 fY z 0 I- W 0 cn 0 z 0 0 W J_ 0 CI] 1 t � No. 28372 PROFESSIONAL IS f 3- I 13051 DRAWING NUMBER C-5 5 OF 6 SHEETS SOIL EROSION & SEDIMENTATION CONTROL NOTES 1. NARRATIVE: THE EXISTING SITE IS VACANT AND THE GROUND IS GENERALLY FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW TREES. THE PROPOSED PROJECT WLL BE THE CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE. THE TOTAL SITE IS APPROXIMATELY 0.13 ACRES ACRES WITH THE ESTIMATED DISTURBED AREA TO BE 0.10 ACRES ACRES. 2. DEVELOPER / CONTRACTOR FRANK KONCUL SALTININD CONSTRUCTION 2 SOUNDING POINT RETREAT SAVANNAH, GEORGIA 31411 3. 24 HOUR CONTACT : FRANK KONCUL 912-398-1161 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 PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY 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 1 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, 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 rMNE 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 CUc (Chipley-Urban Complex). 20. THIS DEVELOPMENT IS WITHIN FLOOD ZONE "AE -9" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051CO326G, MAP REVISED 8-16-18. 21. THIS SITE IS IN ZONE "AE -9" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. 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 STORMWATER FACILITIES AT ALL TIMES. 5, STATE WATERS DO EXIST %THIN 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. B. THE RECEIVING WATERS FOR THIS PROJECT IS THE ADJACENT TYBEE ISLAND DRAINAGE SYSTEM, 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. CLEARING NOTES: 1. ALL ELEVATIONS ARE BASED ON NAVD 88 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 IMTHIN 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 DISTURBANCE". 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 -9' TOTAL ACREAGE .............................. 0.13 ACRES ESTIMATED DISTURBED ACREAGE.... 0.10 ACRES S.C.S. SOIL SURVEY FROM WEB SOILS COASTAL PLAIN VEGETATIVE COVERS MONTH OF PLANTING / 2019 FEB MAR APR MAY JUNE JULY INSTALLATION OF SEDIMENT CONTROLS AND TREE PROTECTION BARRICADES 2to5 75 CENTIPEDE SOD OR 10 Lbs./Ac MARCH LES E EZA 10 Lbs./Ac JUNE"NUAL COMMON BERMUDA (HULLED) NS MARCH- SITE GRADING 1.31b.lft, min MARCH- CENTIPEDE SOD OR 10 Lbs./Ac JUNE (HULLED) 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) S APRIL- BROWN TOP MILLET UTILITY INSTALLATION JULY- COMMON BERMUDA (HULLED) 10 Lbs./Ac AUGUST the post by wire, chars, and pockets or any other method provided mimimum P -factor, as AUGUST OR BUILDING CONSTRUCTION CENTIPEDE SOD 10 Lbs./Ac SEPTEMBER RYEGRASS < SEPTEMBER COMMON BERMUDA (UNHULLED) OR PERMANENT GRASSINGM FEBRUARY H FEBRUARY CENTIPEDE SOD 1/2 BJi PAVING lIJIrct,I_ PAN Figure 6-77.1 MAINTENANCE OF SEDIMENT CONTROL "^ I REMOVAL OF SEDIMENT CONTROL SITE DATA ZONE .................................................... AE -9' TOTAL ACREAGE .............................. 0.13 ACRES ESTIMATED DISTURBED ACREAGE.... 0.10 ACRES S.C.S. SOIL SURVEY FROM WEB SOILS COASTAL PLAIN VEGETATIVE COVERS MONTH OF PLANTING / TEMPORARY GRASS RATE MONTH OF PLANTING PERMANENT GRASS RATE Length st 2to5 75 CENTIPEDE SOD OR 10 Lbs./Ac MARCH LES E EZA 10 Lbs./Ac JUNE"NUAL COMMON BERMUDA (HULLED) NS MARCH- COMMON BERMUDA 1.31b.lft, min MARCH- CENTIPEDE SOD OR 10 Lbs./Ac JUNE (HULLED) 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) S APRIL- BROWN TOP MILLET 40 Lbs./Ac JULY- COMMON BERMUDA (HULLED) 10 Lbs./Ac AUGUST the post by wire, chars, and pockets or any other method provided mimimum P -factor, as AUGUST OR CENTIPEDE SOD 10 Lbs./Ac SEPTEMBER RYEGRASS 40 Lbs./Ac SEPTEMBER COMMON BERMUDA (UNHULLED) OR 10 Lbs./Ac FEBRUARY FEBRUARY CENTIPEDE SOD 1/2 BJi GEOTE)ITILE UNDERL LIN ER N.S+A.R-2 COARSE AGGREGATE TEMPORARY CONSTRUCTION EXIT N.T.S. LEVEL 11 CERTIFICATION NO. 2104 ISSUED 1 1-5-05 EXPIRES 1 1-5-20 SILT FENCE - TYPE NON -SENSITIVE I - Sl UE VIE=W FRONT VIEW PERFORMANCE EVALUATION For a product or practice to be approved as a sediment barrier, that product or practice must have a documented P -factor no greater than 0 045 for non -sensitive areas or a P -tactor no greater than 0.030 for sensitive areas, as speci- fied by GSWCC. For complete test procedures and approved products list please visit www.qasw(,ccleor.gia.gov. Tahie 6-27-1 Criteria for Sediment Barrier Table 6-27.2 Post Size I--- f;, MAX, O.l:. - - Size of Post Feet Length st 2to5 75 5 to 10 Soft wood 3' dia or 2x4 25 X20} 15 _ 1.5 x1.5" NS 4' Oak 1.31b.lft, min Guage Steel Button Nail/ Post Q Steel i S 4' Oak 2"x2" 1" 3/4' 4 min Note: Filter Fabric may also be attached to the post by wire, chars, and pockets or any other method provided mimimum P -factor, as required by GSWCC, is met. A IJ ' UP L _ _L: JI' W'_-. "'U:l` A"., ,;ITh( II If - i [ li�_111^� IRI P.I Cl'Ii,1, P ?i, lIJIrct,I_ PAN Figure 6-77.1 "^ Table 6-27.2 Post Size Type Min f Tp Size of Post Feet Length st 2to5 75 5 to 10 Soft wood 3' dia or 2x4 25 X20} 15 _ 1.5 x1.5" NS 4' Oak 1.31b.lft, min Guage Steel Button Nail/ Post Q Steel 1.31b.lft. min S 4' Oak 2"x2" Table 6-27.3 Fasteners for Wood Posts Maximum Slope Land Slope Length Above Fence Percent Feet K 2 100 2to5 75 5 to 10 50 10 to 20 25 X20} 15 _ "In areas where the slope is greater than 20`>i,. a stat area length of 10 feet between the toe of slope to the barrier should be provided. Table 6-27.3 Fasteners for Wood Posts OD CV Guage Crown Legs Staples ! ZQ U0 l) Post Wire a �o wo�ZU Staples 17 min wide long 5 min. Guage Length Button Nail/ Post Q LU Heads W Nails 14 min 1" 3/4' 4 min Note: Filter Fabric may also be attached to the post by wire, chars, and pockets or any other method provided mimimum P -factor, as required by GSWCC, is met. FASTENERS FOR SILT FENCES OVERIAP Ai FABRIC FNJ FAI if{II: F'cNCif PALIRIC r{NLE l )P VLrN - .1'0I !0 v, -k, rvT I �3 _iJl-- -kji=1 -, iii Jill_ -111 FRi-MT WAS NOk f0 WALL NOTE 4' I- -,A 'AIP;iC AN:+ IV[". S�'GJ.O 9F SUD 1ULLI' FAS ICNLU IC C'U_` AN-- VAL•i, .: L"-_- VUSS NfA 0INIMl1M OF, 8" Ch WkgPPLL' 1GGLT,0! ARC4nf, A 1'RLOU` A CONT;NIJOU; FAUP;(' bARP,IR ARCAJNG THF INLLI Figure 6-27.5 W OD CV Z U r C� I - 4 ZQ U0 l) > 4 a �o wo�ZU Z �UU-U a W in ❑ Z ZZ z< w Q LU Q W M S J No. 26372 PRO' ESSIONAL \fr� Ili DRAWING Nt_JMBER C-6 6 OF 6 SHEETS