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------------------6 _-��-_EX�ISTI�I��r`�i�E AICD DE
I" IO' f ,_, -Al
SPECIAL AVERAGE GRADE NOTES:
1. THE AVERAGE GKADE TO BE USED AS A BASE ELEVATION TO SET THE
BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING
AND ZONING DEPARTMENT.
SPECIAL BUILDING SET BACK LINE NOTES:
1. THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST
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 AESTETIC PART OF THE BUILDING.
3. CONTRACTOR IS TO COORDINATE BUILDING WITH TrE OWNER AND
ARCHITECT TO MAKE SURE THAT NO FART OF THE BUILDING, WITH THE
EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING
SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM Of
THE KOOF OVERHANG, GUTTER SYSTEM 15 TO BE INCLUDED AS PART OF
THE ALLOWED OVERHANG.
4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING
SET BACK LINE KEQUIKEMENT5 IF A GUTTEK SYSTEM IS UTILIZED AND FOR
DOWNSPOUTS, DOWNSPOUT BOOTS, FIKEPLACE5, ELEVATOR SHAFTS,
KOOF DECKS, STAIRS AND AC COMPKE550K5.
5, CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING
SET BACK LINE KEQUIKEMENT5 IF A 5FKEAD FOOTING 5 USED.
G. CEKTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE
BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS,
DOWNSPOUT BOOTS, TRIM, WATER TABLE OF, ANY AESTECTIC WORK,
ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE.
TRAFFIC AND RIGHT-OF-WAY NOTES:
1. ALL ROAD CL051NG5, DETOUR5 AND LTC. ARE TO BE
COORDINATED WITH THE CITY OF TYBfrE 15LAND, GEORGIA
PERSONNEL.
2. ANY AND ALL NECESSARY PERMITS MUST BE 06TAINED
FROM THE CITY OF TYBEE 15LAND 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 ISLAND
RIGHT -O F- WAY.
4. CHLORINATED DISINFECTED WATER SMALL NOT BL 915CHARGED
INTO THE 5TORMWATER SYSTEM.
5PECIAL E.F. NOTES ;
1. CONTRACTOR TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONS'. RUCTION
ACTIVITL5 AND COOKDINATIF WITH GOVERNING AGENCY REQLIKEMI NTS,
2, CONTRACTOR TO COORDINATE FINISH FLOOR ELEVATIONS WITH
STRUCTURAL, ARCHITECTURAL AND M.E.P. "LAN -5.
80.00'
w
'f(DO ON PLAN
h i
Illl
SOL
t�
GEORGIA D.O.T. NOTES:
I ANY AND ALL WORT; WITHIN ANY GLOP,(
RIGHT -0F -WAYS MUST 5E APPROVED ANC
THROUGH THE GEORGIA D.O.T.
NOT>~5:
1. CONTRACTOR 15 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 CON5TRUCTION 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 COORPMATE ALL DEMOLITION
WORK WITH TME OWNER, ALL ITLM5 NOT TO 5E
RELOCATED OR GIVEN TO THE OWNER WILL 5ECOMt
TME PROPERTY OF THE CONTRACTOR.
4. REMOVE ALL TREE5 A5 NECESSARY FOR PROP05ED
CONSTRUCTION.
X TREE5 TO Bir REMOVED
SPECIAL AE AND VE ZONE NOTES :
I . BUILDINGS IN "AE" ZONES ARE TO HAVE ThE FINI511ED FLOOR SET A
MINIMUM OF !' A50VE FLOOD.
2. 15UILDING5 IN "VE" ZONE5 ARE TO HAVE THE LOWEST HORIZONTAL
STKUCTUP.AL MEMBER SET A MINIMUM OF 1' ABOVE FLOOD.
3. 51_JILDINGS IN AE AND VIE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING,
HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' A50VE
FLOOD.
4, FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE I SQUARE
INCH / SQUARE HOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND
OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY
5PACE) AROUND PERIMETER. BOTTOM OF OPENING SHALL 5E ! 2" OR LESS
ABOVE ADJACENT GRADE.
5. BREAK AWAY WALLS ARE REQUIRED IN "VE" ZONES.
G. COORDINATE 51 -TE WORK AND FINISHED FLOOR ELEVATIONS WITH
ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATION5 ARE SET A5 PER
CODE,
LEGEND
NEW EXISTING DESCRIPTION
� II BUILDING
FIRE HYDRANT
--cr- SIGN
04 FLARED END SECTION
SPOT ELEVATION
�9--�--� CONTOUR
I.E.4.13 1.E.4.13 INVERT ELEVATION
k -- CHAIN LINK FENCE
- — - DITCH INVERT
— — PROPERTY LINE
IPF
o IRON PIN FOUND
TW
16.83
RESURFACE ASPHALT PAVEMENT
OF
WALK
ASPHALT PAVEMENT TYPE
14.65
TOP
OF
ASPHALT PAVEMENT TYPE I I
FG
16.1
CONCRETE PAVEMENT
GRADE
TS
CONCRETE SIDEWALK
Q
OF
— SD —
TG
STORM DRAIN LINE
— SS —
ss
SANITARY SEWER LINE
-- W —
w —
WATER LINE
•
O
SANITARY SEWER MANHOLE
G. v�
GAS VALVE
►�
W, V6�
WATER VALVE
o
W. Mo
■
WATER METER
FIRE HYDRANT
--cr- SIGN
04 FLARED END SECTION
SPOT ELEVATION
�9--�--� CONTOUR
I.E.4.13 1.E.4.13 INVERT ELEVATION
k -- CHAIN LINK FENCE
- — - DITCH INVERT
— — PROPERTY LINE
IPF
o 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
Project Information:
P.I.N. :4-0010-04-018
ADDRESS : 5 1`I5HERMANS WALK
ZONING : R-2
51TE 52E : 0,24 ACRES
E5TIMATIrD DI5TUR8ED AREA :.09 ACRES
OWNER : 5RIAN 5ELL
OWNER ADDRESS : 5 FISHERMANS WALK
TY13EE ISLAND,GEORGIA 3 1 328
PLIONI= : ! -859-35 ! -3005
FEMA MAP NOTi=S
I. THIS DEVELOPMENT IS WITHIN FLOOD ZONE "AE- 13" ACCORDING TO F.I.R.M.
COMMUNITY PANEL NUMBER 1305 1 C032GF, MAP KEVISLE) 5EFTLMBER 26, 2008
(88 DATUM).
2. CONTRACTOR 15 TO VERIFY FEMA ELEVATION5 PRIOR TO
ANY CONSTRUCTION ACTIVITIES.
Survey Inlormation :
Survey: MITR
Date of Survey : Feb., 2018
Datum : NAVD 1 988
SCALE: 1 " _ ! 0'
0 10, 20' 2 5'
SPECIAL CONSTRUCTION NOTE:
IF THE CONTRACTOR KNOWS OP' CAN REASONABALY BE EXPECTED TO HAVE KNOWN OF AN ERROR,
D15CREPANCY OK CONFLICT IN T -HE PLANS, 5PECIFICATION5 OR CONSTRUCTION STAKING AND FAIL5 TO
REPORT THE PROBLEM PRIOR T7 CONSTRUCTION, HE 5HALL NOT BE ENTITLED TO COMPEN5ATiON FOR
ANY WORK OR EXPENSE INCURFLD BY HIM EOR WORK REQUIRED TO BE KE-C0N5TRUCTLD 5LCAU5E OF
SAID ER.KCR, D15CREPANCY OCP, CONFLICT,
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DOWNSPOUT 15 TO BE
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EAST TO DIRECT ROOF
, -
GUTTER AND DOWNSPOUT WATER TOWARDS THE NEW '
ON WEST END OF NEW SWALE
STRUCTURE - DOWNSPOUT FG 5.7
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PROPOSED SITE PLAN
1 " = 101
SPECIAL BUILDING SET BACK LINE NOTES
1. THE BUILDING OUTLINE SHOWN ON THE PLAN5 IS A55UIVING THE M05T
OUTSIDE PART OF THE BUILDING.
2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES AU_ SIDING,
SHUTTERS, GUTTERS, DOWNSPOUTS, DOWN5PUT BOOTS. TRIM WORK OF
ANY KIND OR TYPE OF COVERING OR AE5TETIC PART OF T -IE BUILDING.
3. CONTRACTOR IS TO COORDINATE BUILDING WITH THE OWNER AND
ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDIrIG. WITH THE
EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING
SET 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 REQUIREMENTS IF A GUTTER SYSTEM 15 U71LIZED AND FOR
DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS,
ROOF DECKS, STAIRS AND AC COMPRESSORS.
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 1F ANY PART 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 VARIANCE.
GENERAL BUILDING INFORMATION NOTE5:
1. FROF05ED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA
FLOOD 5TUDY MAF5 AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES.
2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS
WHICH WILL 5ATI5FY FEMA ELEVATION AND FEMA ZONE REQUIREMENT5 AS WELL AS
TYBEE ISLAND REQUIREMENTS.
SPECIAL AE AND VE ZONE NOTES
I . BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A
M'NIVLIM OF I' ABOVE FLOOD,
2 5UILDINGS 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, FL\JMBING,
HVAC. DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM C43CDVE
rL1-'OD.
-4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE F ARE
!NCH / SQUARE FOOT OF FLOOR FLAN AREA WITH A MINIMUM ROuN'F
OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OFENINGS CVLNL'
SFAC:ED AROUND PERIMETER. BOTTOM OF OFENING SHALL BE 12' tri' L=55
ABOVE ADJACENT GRADE.
5. BREAK AWAY WALLS ARE REQUIRED IN "VE" ZONES.
G. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITI1
ARCHITECTURAL PLANS TO MAKE 5IJRE BLIlLPiNG ELEVATIONS ARE fly PFR
CODE.
SPECIAL AVERAGE GRADE NOTES
1. 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.
EA SEMEN T 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.
FEMA MAP NOTES :
1. THIS DEVELOPMENT IS WITHIN FLOOD ZONE "AE -13" ACCORDING TO
F.I.R.M. COMMUNITY PANEL NUMBER 13051CO326F, MAF' REVISED
SEPTEMBER 26, 2008 (88 DATUM).
2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO
ANY CONSTRUC77ON ACTIVITIES.
Special Pre -Construction Note :
Contractor to verify all existing and proposed
structure locations (drainage, sanitary, etc.),
tops and depths prior to ordering materials or
beginning construction.
ROOF PLAN
EASIING FINISH®
GRADE GRADE
VARIES 1.0' VARIES
LO
LEGEND
ITEM EXISTING
PROPOSED
TOPO
FG
12.3
CONTOURS ---------
12
DRAINAGE
_�
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t ----
ARROWS
Ix
TOP OF
PARKING
TPS
SLAB
12.30
TRAFFIC AND RIGHT-OF-WAY NOTES:
1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE
COORDINATED WITH THE CITY OF TYBEE 15LAND, GEORGIA
PER50N NEL.
2. ANY AND ALL NECESSARY PERMITS MU5T BE OBTAINED
FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT
OF ANY WORK WITHIN RIGHT-OF-WAY.
L ELEVATIONS SHo1MN
ON PLANS
SWALE "A" DETAIL
not to scale
NOTES:
CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, LLECTKICAL,
�'hONE, CA13L.E AND ANY OTHER REQUIRED UTILITIES WITH THE
APPROPRIATE UTILITY AGENCIES.
2. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL EX15TING
UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIir5
�,;,;D FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO
> X15TING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE
CONTRACTOR,
3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH
T fE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE
OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR.
4. REMOVE ALL UNDERGROUND UTILITIE5 NOT TO BE UTILIZED.
DO NOT ABANDON UTILITIES IN PLACE.
r . REMOVE ALL TREES AS NECESSARY FOR PROPOSED
CONSTRUCTION.
G PREVENT DAMAGE TO EXISTING TKEE5 WHERE P0551151 -E.
Y TREES TO BE REMOVED.
SPECIAL CONSTRUCTION NOTE:
IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN
OF AN ERROR, DISCREPANCY OK CONFLICT IN THE PLANS, 51"E0FICATIONS OR
CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PKIOK TO
CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMFENSATION FOR ANY WORK OR
EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CON5TRUCTED BECAUSE OF
SAID ERROR, DISCREPANCY OR CONFLICT.
Survey Information :
Survey : MITR
Date of Survey : Feb., 2018
Datum : NAVD 1988
SCALE: ! " = 10'
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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 ANDIOR 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 11-5-05
EXPIRES 11-5-20
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
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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.ond any other aermanent 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, 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
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retrofits, check dams, inlets
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SPECIAL CONSTRUCTION NOTE:
IF THE CONTRACTOR KNOWS OR CAN REASONABLY
BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT
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REPORT THE PROBLEM PRIOR TO CONSTRUC710N, HE SHALL NOT BE ENTITLED
TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK
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OR CONFLICT.
BMP REMOVAL NOTE
1. RETROFITS, PERIMETER SILT FENCE
AND CONSTRUCTION EXIT TO BE LEFT IN PLACE
UNTIL FINAL STABILIZATION
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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.
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
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STREAM BUFFER ENCROACHMENT NOTES :
1. NEW STRUCTURES ON THIS PROJECT DO NOT
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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
NON SENSITIVE TYPE SEDIMENT BARRIER
SENSITIVE TYPE SEDIMENT BARRIER
TEMPORARY HAY BALES
CONSTRUCTION EXIT
MULCHING
DISTURBED AREA STABILIZATION
WITH TEMPORARY SEEDING
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CHANNEL STABILIZATION
VEGATATION
ROCK RIP—RAP
CONCRETE
LEVEL SPREADER
RETROFIT
DUST CONTROL
FLOATING SURFACE SKIMMER
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
I. 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 II
CERTIFICATION
NO. 2104
ISSUED 11-5-05
EXPIRES 11-5-20
SCALE: I " = 10'
O 10' 20' 25'
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l-8CL''-c 7411
No. 26372
PROFESSIGNAL
4-17-18
DRAWING NUMBER
C-5
5 OF 6 SHEETS
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l-8CL''-c 7411
No. 26372
PROFESSIGNAL
4-17-18
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 WILL BE THE
CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE. THE TOTAL SITE IS APPROXIMATELY 0.24 ACRES
WITH THE ESTIMATED DISTURBED AREA TO BE 0.09 ACRES.
2. DEVELOPER / CONTRACTOR BRIAN BELL
5 FISHERMAN'S WALK
TYBEE ISLAND, GEORGIA 31328
3. 24 HOUR CONTACT : BRIAN BELL
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 !
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 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 Cl (Chipley-Urban Complex).
20. THIS DEVELOPMENT IS WITHIN FLOOD ZONE "AE -13" ACCORDING TO
F.I.R.M. COMMUNITY PANEL NUMBER 13051C326F, MAP REVISED SEPTEMBER 26, 2008.
21. THIS SITE IS IN ZONE "AE -13" 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 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 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 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 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 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 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
PKSTTALILATTION
TEMPORARY GRASS
RATE
MONTH OF
PLANTING
PERMANENT GRASS
RATE
JANUARY-
. OnFF SEnDIMENTT CONTROLS
AND TREE PROTECTION BARRICADES
MARCH-
CENTIPEDE SOD OR
10 Lbs./Ac
MARCH
LESPEDEZA
10 Lbs./Ac
JUNE
COMMON BERMUDA (HULLED)
NS
MARCH-
COMMON BERMUDA
1.31b.1ft. 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
Guage
Length
BUILDING CONSTRUCT11ON
OR
Heads
CENTIPEDE SOD
10 Lbs./Ac
SEPTEMBER
PERMANENT GRASSING
40 Lbill
SEPTEMBER
COMMON BERMUDA (UNHULLED)
10 Lbs./Ac
FEBRUARY
FEBRUARY
CENTIPEDE SOD
��E'dZl3l'L'9�
MAINTE11,MCE OF SEDIMENT CONTROL
Sol
REMOVAL OF SEDIMENT CONTROL
11M . - .
ZONE................................................... "AE -13"
TOTAL ACREAGE .............................. 0.24 ACRES
ESTIMATED DISTURBED ACREAGE.... 0.09 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
JANUARY-
ANNUAL
MARCH-
CENTIPEDE SOD OR
10 Lbs./Ac
MARCH
LESPEDEZA
10 Lbs./Ac
JUNE
COMMON BERMUDA (HULLED)
NS
MARCH-
COMMON BERMUDA
1.31b.1ft. 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
Guage
Length
AUGUST
OR
Heads
CENTIPEDE SOD
10 Lbs./Ac
SEPTEMBER
RYEGRASS
40 Lbill
SEPTEMBER
COMMON BERMUDA (UNHULLED)
10 Lbs./Ac
FEBRUARY
FEBRUARY
CENTIPEDE SOD
1/2 Bu./Ac
GEOTE) i1LE LIN DERLIN ER
N.S.A.R-2 (1.5"-3.5'}
COARSE AGGREGATE
TEMPORARY CONSTRUCTION EXIT
N.T.S.
LEVEL II
CERTIFICATION
N0. 2104
ISSUED 11-5-05
EXPIRES 11-5-20
SILT FENCE -TYPE NON-ENSITIVE
SIDE 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 -factor no
greater than 0.034 for sensitive areas, as speci-
fied by GS WCC For complete test procedures
and approved products list please visit
I,v_ww.gaswc�Cif j@.a ov.
Table 6-27.1 Criteria for Sediment Barrier
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Figure 6-27.1 ^
Table 6-27.2 Post Size
Type
Win
ype
TPost f
Size of Post
Staples !
Length
till I
l
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d
v I
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Figure 6-27.1 ^
Table 6-27.2 Post Size
Type
Win
ype
TPost f
Size of Post
Staples !
Length
m
Post
Wire
3'.1 or 2x4
fY
J
Soft wood
1 5" %; 5.
NS
41
Oak
1.31b.1ft. min
Staples
17 min.
Steel
LTJ
5 min.
Lo W
Steel
i
1.3lbAt. min
S
4
Oak
2 x2"
Maximum Slope
Land Slope Length Above Fence
Percent Fsjt
2 Toa
2 to 5 75
5 tc 10 '0
10 to 20 25
>20' -15
'In areas where the slope is greater than 20`ir,
a flat area length of 10 feet between the toe of
slope to the barrier should be provired
Table 6-27.3 Fasteners for Wood Posts
Guage
Crown
Legs
Staples !
m
Post
Wire
J
fY
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Z
W
34'
1/2"
= Z
U)
Staples
17 min.
LTJ
5 min.
Lo W
W
Z
Ing
f
Button
Guage
Length
Nail/ Post
Heads
Nails
114 min.
1"
aid"
4 min
Note. Filter Fabric may also be attached to
the post by will chors, and pockets or any
other method provided mimimum P -factor, as
required oy GSWCC:, is met.
FASTENERS FOR SILT FENCES
0; ,FRL.AP AT FABRIC 1=iJ15'_
'Xjr, ",T -.T 'W
%AIL :'LA'Jdi;'€r
T. F-
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Figure 6-27.5
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No. 28372
PROFESSIONAL
4- ff 7�l-(Y 18 /
DRAWING NUMBER
C-6
6 OF 6 SHEETS
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No. 28372
PROFESSIONAL
4- ff 7�l-(Y 18 /
DRAWING NUMBER
C-6
6 OF 6 SHEETS