HomeMy Public PortalAboutRIVER OAK LN_1.pdfSPECIAL CONSTRUCTION NOTE:
IF THE CONTRACTOR KNOWS OR CAN REASONABALY 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.
20'25'10'0
SCALE: 1" = 10'
TRAFFIC AND RIGHT-OF-WAY NOTES:
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.
3. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO
PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND
RIGHT-OF-WAY.
4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED
INTO THE STORMWATER SYSTEM.
NOTES:
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 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 TREES AS NECESSARY FOR PROPOSED
CONSTRUCTION.
Survey Information :
Survey : SUNDIAL SURVEYING
Date of Survey : JUNE,2020
Datum : NAVD 1988
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1 of 6 sheets
Drawing Number
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UTILITIES PROTECTION CENTER
1-800-282-7411
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OPROTECTI
PRIOR TO DIGGING
CONTACT A MINIMUM OF 72 HOURS
TREES TO BE REMOVED
LEGEND
PROPERTY LINE
IRON PIN FOUND
IPF
TOP OF WALK
TOP OF PAVEMENT
FINISHED GRADE
TP 14.65
FG 16.1
TS 16.10
TOP OF STONE
TG 16.10
TOP OF GUTTER
TC 16.10
TOP OF CURB
TW 16.83
I.E.4.13
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SIGN
FIRE HYDRANT
INVERT ELEVATION
CONTOUR
SPOT ELEVATION
I.E.4.13
CHAIN LINK FENCE
DITCH INVERT
X
9
FLARED END SECTION
SANITARY SEWER LINE
WATER LINE
STORM DRAIN LINE
SD
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G.V.
W.V.
W.M.
SANITARY SEWER MANHOLE
SS
GAS VALVE
WATER VALVE
WATER METER
RESURFACE ASPHALT PAVEMENT
ASPHALT PAVEMENT TYPE I I
CONCRETE SIDEWALK
CONCRETE PAVEMENT
ASPHALT PAVEMENT TYPE I
DESCRIPTIONEXISTING
BUILDING
NEW
SPECIAL F.F. NOTES ;
1. CONTRACTOR TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION
ACTIVITIES AND COORDINATE WITH GOVERNING AGENCY REQUIREMENTS.
2. CONTRACTOR TO COORDINATE FINISH FLOOR ELEVATIONS WITH
STRUCTURAL, ARCHITECTURAL AND M.E.P. PLANS.
FEMA MAP NOTES :
1. THIS DEVELOPMENT IS WITHIN FLOOD ZONE "AE-9" AND "X" ACCORDING TO
F.I.R.M. COMMUNITY PANEL NUMBER 13051C0213G, MAP REVISED 8-16-18
(88 DATUM).
2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO
ANY CONSTRUCTION ACTIVITIES.
1.THE AVERAGE GRADE 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 AVERAGE GRADE 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, DOWNSPUT BOOTS, TRIM WORK OF
ANY KIND OR TYPE OF COVERING OR AESTETIC PART OF THE BUILDING.
3.CONTRACTOR IS 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
SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF
THE ROOF OVERHANG. GUTTER SYSTEM IS TO BE INCLUDED AS PART OF
THE ALLOWED OVERHANG.
4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING
SET BACK LINE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED 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 IS USED.
6. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE
BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS,
DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK,
ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE.
special building set back line notes :
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Existing Site and Demolition Plan
1" = 10'
GEORGIA D.O.T. NOTES:
1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T.
RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED
THROUGH THE GEORGIA D.O.T.
SPECIAL AE AND VE ZONE NOTES :
1. BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A
MINIMUM OF 1' ABOVE FLOOD.
2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL
STRUCTURAL MEMBER SET A MINIMUM OF 1' 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. BREAK AWAY WALLS ARE REQUIRED IN "VE" ZONES.
6. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH
ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER
CODE.
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Project Information:
P.I.N. : 40019 04025
PROJECT ADDRESS : RIVER OAK LANE
TYBEE ISLAND, GEORGIA 31328
ZONING : R-2
SITE SIZE : 0.12
ESTIMATED DISTURBED AREA : 0.10
DEVELOPER : FRANK KONCUL
SALTWIND CONSTRUCTION
2 SOUNDING POINT RETREAT
SAVANNAH, GEORGIA 31411
PHONE : 912-398-1161
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C-2
2 of 6 sheets
Drawing Number
PROPOSED SITE PLAN
1" = 10'
LEGEND
ITEM EXISTING PROPOSED
TOPO
CONTOURS
DRAINAGE
FLOW
ARROWS
TOP OF
PARKING
SLAB
1
2
.
4
FG
12.3
12
TPS
12.30
20'25'10'0
SCALE: 1" = 10'
GENERAL BUILDING INFORMATION NOTES:
1. 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.
2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS
WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL AS
TYBEE ISLAND REQUIREMENTS.
TRAFFIC AND RIGHT-OF-WAY NOTES:
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.
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.
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UTILITIES PROTECTION CENTER
1-800-282-7411
U
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B
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OPROTECTI
PRIOR TO DIGGING
CONTACT A MINIMUM OF 72 HOURS
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.
NOTES:
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 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.
GENERAL DRAINAGE NOTES:
1. THE SITE WILL NEED TO BE GRADED AS 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 WITHIN THE
CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS.
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.
ROOF PLAN
SPECIAL AE AND VE ZONE NOTES :
1. BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A
MINIMUM OF 1' ABOVE FLOOD.
2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL
STRUCTURAL MEMBER SET A MINIMUM OF 1' 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. BREAK AWAY WALLS ARE REQUIRED IN "VE" ZONES.
6. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH
ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER
CODE.
1.THE AVERAGE GRADE 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 AVERAGE GRADE 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, DOWNSPUT BOOTS, TRIM WORK OF
ANY KIND OR TYPE OF COVERING OR AESTETIC PART OF THE BUILDING.
3.CONTRACTOR IS 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
SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF
THE ROOF OVERHANG. GUTTER SYSTEM IS TO BE INCLUDED AS PART OF
THE ALLOWED OVERHANG.
4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING
SET BACK LINE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED 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 IS USED.
6. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE
BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS,
DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK,
ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE.
special building set back line notes :
GRADE
EXISTING
3
ON PLANS
ELEVATIONS SHOWN
1
3
1
GRADE
FINISHED
VARIES VARIES
1
"
(
m
i
n
)
SWALE "A" DETAIL
not to scale
1.0'
PROPOSED
POOL DECK
X
X
X
PR
O
P
O
S
E
D
FE
N
C
E
CURB
Pool Curb Detail
NOT TO SCALE
Survey Information :
Survey : SUNDIAL SURVEYING
Date of Survey : JUNE, 2020
Datum : NAVD 1988
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11.00'(N
A
V
8
8
)
10
10
10.67'(NA
V
8
8
)
DRIVE TO BE CONSTRUCTED OF
PERMEABLE MATERIALS AS PER CITY OF
TYBEE SLAND REQUIREMENTS AND BE 25'
WIDE (max.) AT R.O.W. LINE
MATCH EXT'G PAVING
ELEV'S
FG 9.4
FG 9.8
SWALE "A" =
40 LF AT 1.5%
TPD 10.50 TPD 10.50
TPD 10.40
TPD 10.23
POOL CURB TO
DIRECT RUN-OFF -
SEE DETAIL
1
0
.
3
1
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1
1
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2
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5
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8
9
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9
9
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6
FG 10.0
FG 10.0
SWALE "B" =
15 LF AT 1.3%
10
10
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FEMA MAP NOTES :
1. THIS DEVELOPMENT IS WITHIN FLOOD ZONE "AE-9" AND "X"
ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER
13051C0213G, MAP REVISED 8-16-18
(88 DATUM).
2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO
ANY CONSTRUCTION ACTIVITIES.
GRADE
EXISTING
3
ON PLANS
ELEVATIONS SHOWN
1
3
1
GRADE
FINISHED
VARIES VARIES
1
1
/
2
"
(
m
i
n
)
SWALE "B" DETAIL
not to scale
1.5'
D
A
T
E
:
A
u
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1
9
,
2
0
2
0
8-19-20
SO
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I
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N
A
N
D
S
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N
T
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O
L
P
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A
N
-
P
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A
S
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I
C-3
3 of 6 sheets
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.
-
-
-
D
E
S
I
G
N
E
D
J
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B
N
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.
M
A
B
C
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:
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-
-
-
A
C
UTILITIES PROTECTION CENTER
1-800-282-7411
U
OYEROFE
B
L
L
G
I
D
I
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U
T
I
L
I
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S
N
C
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N
T
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OPROTECTI
PRIOR TO DIGGING
CONTACT A MINIMUM OF 72 HOURS
SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I
1" = 10'
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 any
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.
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.
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.
BMP REMOVAL NOTE :
1. RETROFITS, PERIMETER SILT FENCE
AND CONSTRUCTION EXIT TO BE LEFT IN PLACE
UNTIL FINAL STABILIZATION
HAS OCCURED.
20'25'10'0
SCALE: 1" = 10'
Cd-S
NON SENSITIVE TYPE SEDIMENT BARRIER
WITH TEMPORARY SEEDING
DISTURBED AREA STABILIZATION
CONSTRUCTION EXIT
SOIL EROSION LEGEND
CHECK DAM
WITH PERMANENT SEEDING
DISTURBED AREA STABILIZATION
Ds3
INLET SEDIMENT TRAP
Ds2
STORM DRAINAGE OUTLET PROTECTION
GEOTEXTILE
Sd2
St
Ge
Co
Sd1-NS
CHANNEL STABILIZATION
Ch
VEGATATION
ROCK RIP-RAP
CONCRETE
LEVEL SPREADER
Lv
Ds4
WITH SODDING
DISTURBED AREA STABILIZATION
RETROFIT
Rt
SEDIMENT TRAP
Sd3
TEMPORARY HAY BALES
Sd1-Hb
Du
DUST CONTROL
MULCHING
Ds1
SENSITIVE TYPE SEDIMENT BARRIER
Sd1-S
FLOATING SURFACE SKIMMER
Sk
LEVEL II
CERTIFICATION
NO. 2104
ISSUED 11-5-05
EXPIRES 11-5-20
1
8
"
W
I
L
1
2
"
W
I
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2
2
"
L
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1
3
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1
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1
1
1
1
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1
0
1
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1
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10
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Co
LOD LOD LOD LOD LOD
NS NS NS NS NS
LIMITS OF
DISTURBANCE
Sd1-NS
L
O
D
L
O
D
L
O
D
L
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D
L
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D
L
O
D
L
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D
L
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D
L
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D
N
S
N
S
N
S
N
S
N
S
N
S
N
S
N
S
N
S
L
O
D
L
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D
L
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D
L
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D
L
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D
L
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D
L
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D
L
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D
L
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D
L
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N
S
N
S
N
S
N
S
N
S
N
S
N
S
N
S
N
S
LO
D
L
O
D
LO
D
LO
D
LO
D
N
S
Sd1-NS
LIMITS OF
DISTURBANCE
Du
Ds1Ds2
Du
Ds1Ds2
1
0
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3
1
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2
9
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3
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1
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1
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912
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9
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1
3
2
8
FEMA MAP NOTES :
1. THIS DEVELOPMENT IS WITHIN FLOOD ZONE "AE-9" AND "X"
ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER
13051C0213G, MAP REVISED 8-16-18
(88 DATUM).
2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO
ANY CONSTRUCTION ACTIVITIES.
D
A
T
E
:
A
u
g
u
s
t
1
9
,
2
0
2
0
8-19-20
SO
I
L
E
R
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
P
L
A
N
-
P
H
A
S
E
I
I
C-4
4 of 6 sheets
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.
-
-
-
D
E
S
I
G
N
E
D
J
O
B
N
O
.
M
A
B
C
H
E
C
K
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D
D
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N
-
-
-
a
s
s
h
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S
C
A
L
E
:
R
E
V
I
S
I
O
N
S
-
-
-
A
C
UTILITIES PROTECTION CENTER
1-800-282-7411
U
OYEROFE
B
L
L
G
I
D
I
T
U
T
I
L
I
E
S
N
C
E
N
T
E
R
OPROTECTI
PRIOR TO DIGGING
CONTACT A MINIMUM OF 72 HOURS
SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II
1" = 10'
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 any
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.
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.
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.
BMP REMOVAL NOTE :
1. RETROFITS, PERIMETER SILT FENCE
AND CONSTRUCTION EXIT TO BE LEFT IN PLACE
UNTIL FINAL STABILIZATION
HAS OCCURED.
20'25'10'0
SCALE: 1" = 10'
Cd-S
NON SENSITIVE TYPE SEDIMENT BARRIER
WITH TEMPORARY SEEDING
DISTURBED AREA STABILIZATION
CONSTRUCTION EXIT
SOIL EROSION LEGEND
CHECK DAM
WITH PERMANENT SEEDING
DISTURBED AREA STABILIZATION
Ds3
INLET SEDIMENT TRAP
Ds2
STORM DRAINAGE OUTLET PROTECTION
GEOTEXTILE
Sd2
St
Ge
Co
Sd1-NS
CHANNEL STABILIZATION
Ch
VEGATATION
ROCK RIP-RAP
CONCRETE
LEVEL SPREADER
Lv
Ds4
WITH SODDING
DISTURBED AREA STABILIZATION
RETROFIT
Rt
SEDIMENT TRAP
Sd3
TEMPORARY HAY BALES
Sd1-Hb
Du
DUST CONTROL
MULCHING
Ds1
SENSITIVE TYPE SEDIMENT BARRIER
Sd1-S
FLOATING SURFACE SKIMMER
Sk
LEVEL II
CERTIFICATION
NO. 2104
ISSUED 11-5-05
EXPIRES 11-5-20
1
8
"
W
I
L
1
2
"
W
I
L
O
2
2
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L
O
1
3
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2
5
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4
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6
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3
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8
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1
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1
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1
1
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1
1
1
1
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1
0
1
0
1
0
9
10
10
Co
LOD LOD LOD LOD LOD
NS NS NS NS NS
LIMITS OF
DISTURBANCE
Sd1-NS
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
N
S
N
S
N
S
N
S
N
S
N
S
N
S
N
S
N
S
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
N
S
N
S
N
S
N
S
N
S
N
S
N
S
N
S
N
S
LO
D
L
O
D
LO
D
LO
D
LO
D
N
S
Sd1-NS
LIMITS OF
DISTURBANCE
Ds2
Ds2
1
0
.
3
1
0
.
2
9
.
8
1
0
.
2
1
0
.
3
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.
8
9
.
2
10
10
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L
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S
,
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.
OF
F
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:
4
7
0
0
E
A
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T
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W
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8
0
SA
V
A
N
N
A
H
,
G
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3
1
4
1
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912
-
8
9
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6
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FEMA MAP NOTES :
1. THIS DEVELOPMENT IS WITHIN FLOOD ZONE "AE-9" AND "X"
ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER
13051C0213G, MAP REVISED 8-16-18
(88 DATUM).
2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO
ANY CONSTRUCTION ACTIVITIES.
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C-5
5 of 6 sheets
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.
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UTILITIES PROTECTION CENTER
1-800-282-7411
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OPROTECTI
PRIOR TO DIGGING
CONTACT A MINIMUM OF 72 HOURS
SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III
1" = 10'
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 any
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.
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.
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.
BMP REMOVAL NOTE :
1. RETROFITS, PERIMETER SILT FENCE
AND CONSTRUCTION EXIT TO BE LEFT IN PLACE
UNTIL FINAL STABILIZATION
HAS OCCURED.
20'25'10'0
SCALE: 1" = 10'
Cd-S
NON SENSITIVE TYPE SEDIMENT BARRIER
WITH TEMPORARY SEEDING
DISTURBED AREA STABILIZATION
CONSTRUCTION EXIT
SOIL EROSION LEGEND
CHECK DAM
WITH PERMANENT SEEDING
DISTURBED AREA STABILIZATION
Ds3
INLET SEDIMENT TRAP
Ds2
STORM DRAINAGE OUTLET PROTECTION
GEOTEXTILE
Sd2
St
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CHANNEL STABILIZATION
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VEGATATION
ROCK RIP-RAP
CONCRETE
LEVEL SPREADER
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WITH SODDING
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RETROFIT
Rt
SEDIMENT TRAP
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DUST CONTROL
MULCHING
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SENSITIVE TYPE SEDIMENT BARRIER
Sd1-S
FLOATING SURFACE SKIMMER
Sk
LEVEL II
CERTIFICATION
NO. 2104
ISSUED 11-5-05
EXPIRES 11-5-20
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FEMA MAP NOTES :
1. THIS DEVELOPMENT IS WITHIN FLOOD ZONE "AE-9" AND "X"
ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER
13051C0213G, MAP REVISED 8-16-18
(88 DATUM).
2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO
ANY CONSTRUCTION ACTIVITIES.
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8-19-20
C-6
6 of 6 sheets
Drawing Number
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UTILITIES PROTECTION CENTER
1-800-282-7411
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OPROTECTI
PRIOR TO DIGGING
CONTACT A MINIMUM OF 72 HOURS
TEMPORARY CONSTRUCTION EXIT
Co
N.T.S.
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N.S.A.R-2 (1.5"-3.5")
COARSE AGGREGATE
6" MINIMUM
GEOTEXTILE UNDERLINER
2
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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 AND POOL. THE TOTAL SITE IS APPROXIMATELY
0.12 ACRES ACRES WITH THE ESTIMATED DISTURBED AREA TO BE 0.10 ACRES ACRES.
2. DEVELOPER / CONTRACTOR :SALTWIND 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 !
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 Cuc (Chipley-Urban Complex).
20. THIS DEVELOPMENT IS WITHIN FLOOD ZONE "AE-9" AND "X" ACCORDING TO
F.I.R.M. COMMUNITY PANEL NUMBER 13051C0213G, MAP REVISED 8-16-18.
21. THIS SITE IS IN ZONE "AE-9" AND "X" AND AND IS LOCATED WITHIN THE 100 YEAR
FLOOD ZONE.
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.
CLEARING NOTES:
ZONE............................................. "AE-9" AND "X-500"
ESTIMATED DISTURBED ACREAGE.... 0.10 ACRES
TOTAL ACREAGE.............................. 0.12 ACRES
S.C.S. SOIL SURVEY FROM WEB SOILS
SITE DATA
INSTALLATION OF SEDIMENT CONTROLS
AND TREE PROTECTION BARRICADES
MAINTENANCE OF SEDIMENT CONTROL
REMOVAL OF SEDIMENT CONTROL
BUILDING CONSTRUCTION
PAVING
UTILITY INSTALLATION
SITE GRADING
TENTATIVE ACTIVITY SCHEDULE
PERMANENT GRASSING
NOT APPLICABLE
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 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.
SPECIAL NOTES:
NOT APPLICABLE
COMMON BERMUDA (HULLED)
OR
CENTIPEDE SOD
COMMON BERMUDA (HULLED)
COMMON BERMUDA (UNHULLED)
OR
CENTIPEDE SOD
BROWN TOP MILLET
COASTAL PLAIN VEGETATIVE COVERS
PLANTING
MONTH OF
MARCH-
JUNE
APRIL-
AUGUST
SEPTEMBER-
FEBRUARY
RYEGRASS
COMMON BERMUDA
(HULLED)
TEMPORARY GRASS
SEPTEMBER-
FEBRUARY
10 Lbs./Ac
40 Lbs./Ac
40 Lbs./Ac
RATE
JULY-
AUGUST
MONTH OF
PLANTING
MARCH-
JUNE
PERMANENT GRASS RATE
10 Lbs./Ac
10 Lbs./Ac
10 Lbs./Ac
10 Lbs./Ac
1/2 Bu./Ac
COMMON BERMUDA (HULLED)
JANUARY-
MARCH
ANNUAL
LESPEDEZA
10 Lbs./Ac
MARCH-
JUNE
CENTIPEDE SOD OR 10 Lbs./Ac
CENTIPEDE SOD OR
JULY AUG SEP OCT NOV DEC
LEVEL II
CERTIFICATION
NO. 2104
ISSUED 11-5-05
EXPIRES 11-5-20
2020
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FEMA MAP NOTES :
1. THIS DEVELOPMENT IS WITHIN FLOOD ZONE "AE-9" AND "X"
ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER
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(88 DATUM).
2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO
ANY CONSTRUCTION ACTIVITIES.
Vicinity Map
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