HomeMy Public PortalAboutOLD HWY 80_921 (4)LOT 3
SWALE "A"
50 LF SWALE
AT 2%
IFG 6.4
DNF FLAG #1
DRIVE TO BE CONSTRUCTED OF PERMEABLE
MATERIALS AND BE 25' WIDE ( TOTAL MAX AT
RIGHT OF WAY LINE ) OR AS PER CITY OF
TYBEE ISLAND ORDINANCES - REFER TO TYBEE
PLANNING AND ZONNING DEPARTMENT FOR DRIVEWAY
OPTIONS
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DNF FLAG #2
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BEN
NAIL IN P/P
ELEV 8.45
NAVD 1988
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ROOF PLAN
ELEVATIONS SHOWN
ON PLANS
SWALE DETAIL
not to scde
+°
•
•
•
•
•
2
•
2.
•
7.5' DRAINAGE & UTILITY
•
SPECIAL AVERAGE GRADE NOTES :
I . 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 BUILDING GUTTER NOTES :
I . A BUILDING GUTTER SYSTEM AS SHOWN ON THE PLANS SHALL BE UTILIZED TO
ENSURE THAT ALL ROOF RUN -OFF IS DIRECTED TO THE TYBEE ISLAND RIGHT
OF WAY.
2. BUILDING DESIGNER SHALL SIZE GU1 I ER SYSTEM TO CONVEY A 25 YEAR (MIN)
STORM EVENT (8" PER HOUR).
3. INCREASED STORM WATER RUN -OFF DUE TO NEW IMPERVIOUS AREAS WILL
NOT BE ALLOWED TO IMPACT ADJACENT PROPERTIES.
4. CONSULT TYBEE ISLAND PLANNING AND ZONING DEPARTMENT REGARDING
REQUIREMENTS OF GUTTERS, DOWNSPOUTS AND DOWNSPOUT BOOTS AND
HOW BUILDING SET BACK LINES ARE IMPACTED BY THE GU (1 ER AND
DOWNSPOUT SYSTEM PRIOR TO CONSTRUCTION.
FG 5.51
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.
5.I1
PROPOSED SITE PLAN
1" = IO'
GENERAL DRAINAGE NOTES:
I . THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DIG IATED 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.
GENERAL BUILDING INFORMATION NOTES:
I . 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.
SPECIAL AE AND VE ZONE NOTES :
I . BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A
MINIMUM OF I' ABOVE FLOOD.
2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL
STRUCTURAL MEMBER SET A MINIMUM OF I' ABOVE FLOOD.
3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING,
HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' ABOVE
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 WITH ALL OPENINGS EVENLY
SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE I 2" OR LESS
ABOVE ADJACENT GRADE.
5. BREAK AWAY WALLS ARE REQUIRED IN "VE" ZONES.
C. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH
ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER
CODE.
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.
FEMA MAP NOTES :
I . THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-1 I " ACCORDING TO F.I.R.M.
COMMUNITY PANEL NUMBER I 305 1 C 02 13 F, MAP REVISED SEPTEMBER 26, 2008 (88
DATUM).
2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO
ANY CONSTRUCTION ACTIVITIES.
SPECIAL BUILDING SET BACK LINE NOTES :
I . THE BUILDING OUTLINE SHOWN ON THE FLANS IS ASSUMING THE MOST
OUTSIDE PART OF THE BUILDING.
2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING,
SHUTTERS, GU TIERS, 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.
C. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE
BUILDING (INCLUDING SIDING, SHU I i-ERS, GUTTERS, DOWNSPOUTS,
DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK,
ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE.
LEGEND
ITEM
TOPO
CONTOURS
DRAINAGE
FLOW
ARROWS
TOP OF
PARKING
SLAB
EXISTING PROPOSED
FG
12.3
s12
-Wile-- - --
TPS
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 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
CONSTRUC, I ION.
G. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE.
X TREES TO BE REMOVED.
TRAFFIC AND RIGHT -OF -WAY NOTES:
I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE
COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA
PERSONNEL.
2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED
FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT
OF ANY WORK WITHIN RIGHT -OF -WAY.
SPECIAL CONSTRUCTION NOTE:
IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN
OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, 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.
Survey Information :
Survey : Reynolds Surveying
Date of Survey : Dec. 2012
Datum : NAVD 1 988
SCALE: I " = 10'
10' 20'
25'
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COI;TACT A MINIMUM OF 72 HOURS
PRIOR TO DIGGING
UTILITIES PROTECTION CENTER
1- 800 - 282 -7411
DRAWING NUMBER
2 OF 6 SHEETS
BENCHMARK_
NAIL IN P/P
ELEV 8.45
NAVD 1988
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DNF FLAG #1
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DNR
DNR FLAG #4
DNR FLAG #5
LEGEND
NEW
-SD-
-SS-
W
•
H
•
fff
-o-
I.E.4.13
10' BSL
0 +"
°
EXISTING SITE PLAN
1 "= 10'
O
DNR FLAG #7
7.5' DRAAD(&GE & UTILITY
MOINE
S 26 °16'37 "W 204.52'
SPECIAL BUILDING SET BACK LINE NOTES :
1 . THE BUILDING OUTLINE SHOWN ON THE PLANS 15 ASSUMING THE MOST
OUTSIDE PART OF THE BUILDING.
2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING,
SHU rI ERS, 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 BOI 10M 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.
NOTES:
1. CONTRACTOR I5 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.
X TREES TO BE REMOVED
TRAFFIC AND RIGHT -OF -WAY NOTES:
I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE
COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA
PERSONNEL.
2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED
FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT
OF ANY WORK.
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.
SPECIAL F.F. NOTES ;
I . 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.
TW 16.83
TP 14.65
FG 16.1
TS 16.10
TG 16.10
TC 16.10
SPECIAL AVERAGE GRADE NOTES :
I . 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 AE AND VE ZONE NOTES :
I . BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A
MINIMUM OF I ABOVE FLOOD.
2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL
STRUCTURAL MEMBER SET A MINIMUM OF I' ABOVE FLOOD.
3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING,
HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' ABOVE
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 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.
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.
EXISTING DESCRIPTION
BUILDING
RESURFACE ASPHALT PAVEMENT
ASPHALT PAVEMENT TYPE I
ASPHALT PAVEMENT TYPE I I
CONCRETE PAVEMENT
CONCRETE SIDEWALK
STORM DRAIN LINE
- ss - SANITARY SEWER LINE
- w - WATER LINE
O SANITARY SEWER MANHOLE
G ' V® GAS VALVE
w. V8 WATER VALVE
W.M. WATER METER
I.E.4.13
X
IPF
0
FIRE HYDRANT
SIGN
FLARED END SECTION
SPOT ELEVATION
CONTOUR
INVERT ELEVATION
CHAIN LINK FENCE
DITCH INVERT
PROPERTY LINE
IRON PIN FOUND
TOP OF WALK
TOP OF PAVEMENT
FINISHED GRADE
TOP OF STONE
TOP OF GUTTER
TOP OF CURB
Project Information:
P.I.N. : 4- 0026- 08 -00G
ADDRESS : 92 1 Old U.S. Highway 80
ZONING : C -2
SITE SIZE : 0.30 ACRES
ESTIMATED DISTURBED AREA : 0.04 ACRES
OWNER : William G. Rusher, Jr.
OWNER ADDRESS : 47% Lambs Road
Charleston, SC 29418
PHONE : 843- 552 -2655
PEMA MAP NOTES :
1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE- I I" ACCORDING TO
F.LR.M. COMMUNITY PANEL NUMBER 1 305 I C 0213 F, MAP REVISED SEPTEMBER
26, 2008 (88 DATUM).
2. CONTRACTOR 15 TO VERIFY PEMA ELEVATIONS PRIOR TO
ANY CONSTRUCTION ACTIVITIES.
Survey Information :
Survey : Reynolds Surveying
Date of Survey : Dec. 20I 2
Datum : NAVD 1988
SCALE: 1" = 10'
10'
20' 25'
SPECIAL 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.
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PRIOR TO Dii.GING
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1- 800 - 282 -7411
DRAWING NUMBER
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:TACT A MINIMUM 72 HOURS
PRIOR TO Dii.GING
Qaa r o
S PROTECTION CEN1i.R
1- 800 - 282 -7411
DRAWING NUMBER
c-1
1 OF 6 SHEETS
DRIVE TO BE CONSTRUCTED OF PERMEABLE
MATERIALS AND BE 25' WIDE ( TOTAL MAX AT
RIGHT OF WAY LINE ) OR AS PER CITY OF
TYBEE ISLAND ORDINANCES - REFER TO TYBEE
PLANNING AND ZONNING DEPARTMENT FOR DRIVEWAY
OPTIONS
MATCH EXT'G
PAVING
ELEVATION
FG 7.2
EEO
LOT 3
FG 7.0
SWALE "A"
- 50 LF SWALE
AT 0.6%
FG 6.9
DNF FLAG #1
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DNF FLAG #2
MATCH EXPG
PAVING
ELEVATION
BEN
NAIL IN P/P
ELEV 8.45
NAVD 1988
DNR
...►q- VIII
IlJIft* ��I II<'���
Av*.,
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1
1
TP 7.35
OEL C.BOX
+°
SPECIAL AVERAGE GRADE NOTES :
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 BUILDING GUI I'M NOTES :
I . A BUILDING GU 1 1 ER SYSTEM AS SHOWN ON THE PLANS SHALL BE UTILIZED TO
ENSURE THAT ALL ROOF RUN -OFF 15 DIRECTED TO THE TYBEE ISLAND RIGHT
Of WAY.
2. BUILDING DESIGNER SHALL SIZE GU I I ER SYSTEM TO CONVEY A 25 YEAR (MIN)
STORM EVENT (8" PER HOUR).
3. INCREASED STORM WATER RUN -OFF DUE TO NEW IMPERVIOUS AREAS WILL
NOT BE ALLOWED TO IMPACT ADJACENT PROPERTIES.
4. CONSULT TYBEE ISLAND PLANNING AND ZONING DEPARTMENT REGARDING
REQUIREMENTS OF GUTTERS, DOWNSPOUTS AND DOWNSPOUT BOOTS AND
HOW BUILDING SET BACK LINES ARE IMPACTED BY THE GUI I ER AND
DOWNSPOUT SYSTEM PRIOR TO CONSTRUCTION.
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.
DNR FLAG #4
NEW 8' WIDE DECK
DNR FLAG #5
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NR FLAG #6
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DNR FLAG #7
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7.5' DRAINAGE & UTILITY
.'..i 1A
ROOF PLAN
2.0'_
VARIES
1
1r,
ELEVATIONS SHOWN
ON PLANS
SWALE DETAIL
not to scale
FG 6.31 FG 6.21
--1FG 6. 11
SWALE "A"
50 LF SWALE
AT 0.6%
•
FG 6.01
PROPOSED SITE PLAN
1 "= 10'
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.
GENERAL BUILDING INFORMATION NOTES:
I . 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 MFRS OR FOUNDATIONS
WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS 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
MINIMUM OF I' ABOVE FLOOD.
2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL
STRUCTURAL MEMBER SET A MINIMUM OF I' ABOVE FLOOD.
3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING,
HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' ABOVE
FLOOD.
4. FLOOD 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 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.
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.
FEMA MAP NOTES :
I . THIS DEVELOPMENT 15 WITHIN MINIMAL ZONING AREA "AE -1 I " ACCORDING TO F.I.R.M.
COMMUNITY PANEL NUMBER 1305 I C 02 13 F, MAP REVISED SEPTEMBER 26, 2008 (88
DATUM).
2. CONTRACTOR 15 TO VERIFY FEMA ELEVATIONS PRIOR TO
ANY CONSTRUCTION ACTIVITIES.
SPECIAL BUILDING SET BACK LINE NOTES :
I . 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,
SHU I I-ERS, GUTTERS, DOWNSPOUTS, DOWNSPUT BOOTS, TRIM WORK OF
ANY KIND OR TYPE OF COVERING OR AESTETIC 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
SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF
THE ROOF OVERHANG. GU I I ER SYSTEM IS TO BE INCLUDED AS PART OF
THE ALLOWED OVERHANG.
4. CONSULT THE TIME 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, STAIRS AND AC COMPRESSORS.
5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING
SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING'S USED.
G. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART Of THE
BUILDING (INCLUDING SIDING, SHU 1 I-ERS, GUTTERS, DOWNSPOUTS,
DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK,
ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE.
LEGEND
ITEM
TOPO
CON TOURS
DRAINAGE
FLOW
ARROWS
TOP OF
PARKING
SLAB
EXISTING PROPOSED
FG
12.3
-92
TPS
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:
\(,
- FINISHED
GRADE
MONIOM
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 UTILIZED.
DO NOT ABANDON UTILITIES IN PLACE.
5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED
CONSTRUCTION.
G. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE.
X TREES TO 5E REMOVED.
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.
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.
Survey Information :
Survey : Reynolds Surveying
Date of Survey : Dec. 2012
Datum : NAVD 1988
SCALE: I " = 1 0'
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PROPOSED SITE PLAN
CONTACT A MINIMUM OF 72 HOURS
PRIOR TO DIGGING
:._ TES PROTECTION CENTER
1- 800 - 282 -7411
DRAWING NUMBER
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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.
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BMP REMOVAL NOTE :
1. RETROFITS, PERIMETER SILT FENCE
AND CONSTRUCTION EXIT TO BE LEFT IN PLACE
UNTIL FINAL STABILIZATION
HAS OCCURED.
�_ N
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Erosion and Sediment Control Phasing
Initial Phase (Phase l)
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 HO
1. This phase shall include outfall protection, any revised
1 inlet protection and any other permanent devices.
SOIL EROSION LEGEND
TEMPORARY SEDIMENT BARRIER
TEMPORARY HAY BALES
CONSTRUCTION EXIT
MULCHING
DISTURBED AREA STABILIZATION
WITH TEMPORARY SEEDING
DISTURBED AREA STABILIZATION
WITH PERMANENT SEEDING
WITH AREA STABILIZATION
CHECK DAM
SR3RM DRNNAGE OUTLET PROTECTION
INLET SEDIMENT TRAP
SEDIMENT TRAP
GEOTEXTILE
CHANNEL STABIUZATION
VEGATATION
ROCK RIP-
CONCRETE RAP
LEVEL SPREADER
RETROFIT
DUST CONTROL
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SPECIAL SOIL EROSION PREVENTION NOTES :
1. The state of Georgia requires that the initial soil erosion prevention
measures shall be inspected by the designer within 7 days after installation.
2. It is the responsibility of the contractor to notify the soil erosion
prevention plan designer within 7 dogs after the initial soil erosion measures are in
place for inspection.
3. Soil erosion prevention plans shall be kept current and on site or readily accessible
at all times during the duration of the project until after final stabilization has
occurred.
4. Primary permlttee must provide a copy of the soil erosion prevention plans to each
secondary permittee.
5. Contractor is to keep a record of his inspections of the soil erosion control
measures to include at least the following:
a. date and scope of the inspection
b. name of person performing inspection
c. major observations (including noncompliance incidents)
Inspection reports are to be kept current and on site or readily accessible at all times
during the duration of the project until after final stabilization has occurred.
6. Sampling of the outfall is the responsibility of the primary permittee and sampling
requirements are to be as per the NPDES general permit.
7. Silt fencing is to remain in place until final stabiliazation.
8. Waste materials shall not be discharged to state waters except as
authorized by a section 404 permit.
9. These ES & PC plans are in compliance with waste disposal, sanitary
sewer and septic tank regulations.
10. Great care shall be token to prevent oil spills and leaks. In the event
that a spill shall occur, stop the spill source immediately and implement
BMP's and clean —up for the spill.
WETLANDS NOTE:
ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF
ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL
RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO
PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS
WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL.
SPECIAL CONSTRUCTION NOTE:
IF THE CONTRACTOR KNOWS OR CAN REASONABLY
BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT
IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO
REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED
TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK
REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY
OR CONFLICT.
LEVEL II
CERTIFICATION
NO. 2104
ISSUED 11 -5 -05
EXPIRES 11-5-14
SCALE: I" = 10'
10' 20'
25'
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CONTACT A MINIMUM DP 72 HOURS
PRIOR TO DIGGING
i;ii_ TIES PRDTECTIDN CE: ER
1 -800- 282 -74:
DRAWING NUMBER
C-3
3 OF 6 SHEL. I S
LIMITS OF
DISTURBANCE
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TEMPORARY SEDIMENT BARRIER
TEMPORARY HAY BALES
CONSTRUCTION EXIT
MULCHING
DNF FLAG #2
DISTURBED AREA STABIUZATION
WiTH TEMPORARY SEEDING
DISTURBED AREA STABIUZATION
WiTH PERMANENT SEEDING
i
i
DISTURBED AREA STABIUZATION
WITH SODDING
CHECK DAM
DNR FLAG #4
DNR FLAG #5
INLET SEDIMENT TRAP
SEDIMENT TRAP
GEOTEXTiLE
CHANNEL STABIUZATION
VEGATATION
ROOC CCONCRETE RAP
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NAIL IN P/P
ELEV 8.45
NAVD 1988
LIMITS OF
DISTURBANCE
DNR FLAG #7
7.5' DRAMA= & UTILITY
S 26 °1637 "W 204.52
LIMITS OF
DISTURBANCE
SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II
1 = 10'
SPECIAL SOIL EROSION PREVENTION NOTES :
1. The state of Georgia requires that the initial soil erosion prevention
measures shall be inspected by the designer within 7 days after installation.
2. It is the responsibility of the contractor to notify the soil erosion
prevention plan designer within 7 days after the initial soil erosion measures are in
place for inspection.
.3. Soil erosion prevention plans shall be kept current and on site or readily accessible
at all times during the duration of the project until after final stabilization has
occurred.
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.
4. Primary permittee must provide a copy of the soil erosion prevention plans to each
secondary permittee.
5. Contractor is to keep a record of his inspections of the soil erosion control
measures to include at least the following:
a. date and scope of the inspection
b. name of person performing inspection
C. major observations (including noncompliance incidents)
inspection reports are to be kept current and on site or readily accessible at all times
during the duration of the project until after final stabilization has occurred.
6. Sampling of the outfall is the responsibility of the primary permittee and sampling
requirements are to be as per the NPDES general permit.
7. Silt fencing is to remain in place until final stabiliazation.
8. Waste materials shall not be discharged to state waters except as
authorized by a section 404 permit.
9. These ES & PC plans are in compliance with waste disposal, sanitary
sewer and septic tank regulations.
10. Great care shall be token to prevent oil spills and leaks. In the event
that a spill shall occur, stop the spill source immediately and implement
BMP's and clean —up for the spill.
BMP REMOVAL NOTE :
CONTACT A MINIMUM OF 72 HOURS
PRIOR TO DIGGING
Erosion and Sediment Control Phasing
Initial Phase (Phase I)
1. RETROFITS, PERIMETER SILT FENCE
AND CONSTRUCTION EXIT TO BE LEFT IN PLACE
UNTIL FINAL STABILIZATION
HAS OCCURED.
1. This phase shall include Silt fencing and
exits and sediment and detention ponds to
land disturbing
activities to prevent sediment from leaving
Intermediate Phase (Phase II)
construction
be installed prior to an
UTILITIES PROTECTION CENTER
I- 800- 282 -74iI
the site.
WETLANDS NOTE:
1. This phase shall include construction of any outlet structures,
retrofits, check dams, inlets
protection and temporary grassing.
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.
Final Phase (Phase Ill)
1. This phase shall include outfall protection, any revised
inlet protection and any other permanent devices.
SPECIAL CONSTRUCTION NOTE:
LEVEL II
CERTIFICATION
NO. 210 4
ISSUED 11 -5 -05
EXPIRES 11-5-14
DRAWING NUMBER
IF THE CONTRACTOR KNOWS OR CAN REASONABLY
BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT
IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO
REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED
TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK
REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY
OR CONFLICT.
SCALE: 1" = 10'
10' 20' 25'
4 OF 6 SHEETS
DISTURBED AREA STABIUZATION
WITH SODDING
CHECK DAM
DNR FLAG #4
DNR FLAG #5
INLET SEDIMENT TRAP
SEDIMENT TRAP
GEOTEXTiLE
CHANNEL STABIUZATION
VEGATATION
ROOC CCONCRETE RAP
. \ \ \ ° \ \\i.\\ \ \\ \\
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2 ROWS
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< ON -J
(f)C5CO m
Z< U)
0 z ( m
Q
o =
d J
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BEN -
NAIL IN P/P
ELEV 8.45
NAVD 1988
LIMITS OF
DISTURBANCE
DNR FLAG #7
7.5' DRAMA= & UTILITY
S 26 °1637 "W 204.52
LIMITS OF
DISTURBANCE
SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II
1 = 10'
SPECIAL SOIL EROSION PREVENTION NOTES :
1. The state of Georgia requires that the initial soil erosion prevention
measures shall be inspected by the designer within 7 days after installation.
2. It is the responsibility of the contractor to notify the soil erosion
prevention plan designer within 7 days after the initial soil erosion measures are in
place for inspection.
.3. Soil erosion prevention plans shall be kept current and on site or readily accessible
at all times during the duration of the project until after final stabilization has
occurred.
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.
4. Primary permittee must provide a copy of the soil erosion prevention plans to each
secondary permittee.
5. Contractor is to keep a record of his inspections of the soil erosion control
measures to include at least the following:
a. date and scope of the inspection
b. name of person performing inspection
C. major observations (including noncompliance incidents)
inspection reports are to be kept current and on site or readily accessible at all times
during the duration of the project until after final stabilization has occurred.
6. Sampling of the outfall is the responsibility of the primary permittee and sampling
requirements are to be as per the NPDES general permit.
7. Silt fencing is to remain in place until final stabiliazation.
8. Waste materials shall not be discharged to state waters except as
authorized by a section 404 permit.
9. These ES & PC plans are in compliance with waste disposal, sanitary
sewer and septic tank regulations.
10. Great care shall be token to prevent oil spills and leaks. In the event
that a spill shall occur, stop the spill source immediately and implement
BMP's and clean —up for the spill.
BMP REMOVAL NOTE :
CONTACT A MINIMUM OF 72 HOURS
PRIOR TO DIGGING
Erosion and Sediment Control Phasing
Initial Phase (Phase I)
1. RETROFITS, PERIMETER SILT FENCE
AND CONSTRUCTION EXIT TO BE LEFT IN PLACE
UNTIL FINAL STABILIZATION
HAS OCCURED.
1. This phase shall include Silt fencing and
exits and sediment and detention ponds to
land disturbing
activities to prevent sediment from leaving
Intermediate Phase (Phase II)
construction
be installed prior to an
UTILITIES PROTECTION CENTER
I- 800- 282 -74iI
the site.
WETLANDS NOTE:
1. This phase shall include construction of any outlet structures,
retrofits, check dams, inlets
protection and temporary grassing.
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.
Final Phase (Phase Ill)
1. This phase shall include outfall protection, any revised
inlet protection and any other permanent devices.
SPECIAL CONSTRUCTION NOTE:
LEVEL II
CERTIFICATION
NO. 210 4
ISSUED 11 -5 -05
EXPIRES 11-5-14
DRAWING NUMBER
IF THE CONTRACTOR KNOWS OR CAN REASONABLY
BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT
IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO
REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED
TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK
REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY
OR CONFLICT.
SCALE: 1" = 10'
10' 20' 25'
4 OF 6 SHEETS
DNF FLAG #1
SOIL EROSION LEGEND
TEMPORARY SEDIMENT BARRIER
TEMPORARY HAY BALES
CONSTRUCTION EXIT
MULCHING
\\ \\\ \'\ \ \ \ \\ N
L \ \ \ \ \ \ \ \ \\
DISTURBED AREA STABIUZATION
WITH TEMPORARY SEEDING
\\ \ \ \ \ \ \ \ \ \ \.
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DISTURBED AREA STABILIZATION
WITH PERMANENT SEEDING
WITH SODDING
STABIUZATKIN
CHECK DAM
INLET SEDIMENT TRAP
SEDIMENT TRAP
GEOTEXTILE
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BENCHMARK_
NAIL IN P/P
ELEV 8.45
NAVD 1988
s 26 °16'3'7 "W 204.52
SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III
1" = la
SPECIAL SOIL EROSION PREVENTION NOTES :
1. The state of Georgia requires that the initial soil erosion prevention
measures shall be inspected by the designer within 7 days after installation.
2. It is the responsibility of the contractor to notify the soli erosion
prevention plan designer within 7 days after the initial soil erosion measures are in
place for inspection.
3. Soil erosion prevention plans shall be kept current and on site or readily accessible
at all times during the duration of the project until after final stabilization has
occurred.
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.
4. Primary permittee must provide a copy of the soil erosion prevention plans to each
secondary permittee.
5. Contractor is to keep a record of his inspections of the soil erosion control
measures to include at least the following:
a. date and scope of the inspection
b. name of person performing inspection
c. major observations (including noncompliance Incidents)
Inspection reports are to be kept current and on site or readily accessible at all times
during the duration of the project until after final stabilization has occurred.
6. Sampling of the outfall is the responsibility of the primary permittee and sampling
requirements are to be as per the NPDES general permit.
7. Silt fencing is to remain in place until final stabiliazation.
8. Waste materials shall not be discharged to state waters except as
authorized by a section 404 permit.
9. These ES & PC plans are in compliance with waste disposal, sanitary
sewer and septic tank regulations.
10. Great care shall be token to prevent oil spills and leaks. In the event
that a spill shall occur, stop the spill source immediately and Implement
BMP's and clean —up for the spill.
Erosion and Sediment Control Phasing
Initial Phase (Phase I)
BMP REMOVAL NOTE :
1. RETROFITS, PERIMETER SILT FENCE
AND CONSTRUCTION EXIT TO BE LEFT IN PLACE
UNTIL FINAL STABILIZATION
HAS OCCURED.
A MINIMUM OF 72 i-IDURS
PR: OR TOO DIGGiN3
a Tc
PROTLCTION CENTER
1- 800 - 282 -74111
1. This phase shall include Silt fencing and
exits and sediment and detention ponds to
land disturbing
activities to prevent sediment from leaving
construction
be installed prior to an,
the site.
WETLANDS NOTE:
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)
ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF
ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL
RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO
PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS
WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL.
1. This phase shall include outfall protection, any revised
inlet protection and any other permanent devices.
SPECIAL CONSTRUCTION NOTE:
LEVEL II
CERTIFICATION
NO. 2104
ISSUED 11 -5 -05
EXPIRES 11-5-14
DRAWING NUMBER
IF THE CONTRACTOR KNOWS OR CAN REASONABLY
BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT
IN THE PLANS, SPECIFICA77ONS OR CONSTRUCTION STAKING AND FAILS TO
REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE EN77TLED
TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK
REQUIRED TO BE RE— CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY
OR CONFLICT.
SCALE: 1" = 1 0'
C-5
10' 20' 25'
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
RELOCATION OF AN EXISTING RESIDENTIAL STRUCTURE TO THIS SITE. THE TOTAL SITE IS
APPROXIMATELY 0.30 ACRES WITH THE ESTIMATED DISTURBED AREA TO BE 0.04 ACRES.
2. OWNER : William G. Rusher, Jr.
4796 Lambs Rood
North Charleston, SC 29418
3. 24 HOUR CONTACT : William G. Rusher, Jr.
843 - 343 -6565
4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE
CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR
EROSION CONTROL IN GEORGIA.
5. PRIOR TO ANY OTHER CONSTRUCTION, STABIUZED CONSTRUCTION EXITS SHALL BE
CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL
ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED.
6. IMMEDIATELY AFTER THE ESTABUSHMENT OF CONSTRUCTION EXITS, ALL PERIMETER
EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE
INSTALLED PRIOR TO ANY OTHER CONSTRUCTION.
7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER
GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL
DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE
PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE
PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO ACCOMPUSH EROSION
CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY
PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY
PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I
8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION
PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM.
9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY
REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I
10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT
AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS.
11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED
WITH SEDIMENT.
12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A
FUNCTIONING EROSION CONTROL SYSTEM.
13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS
ESTABUSHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED.
14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER
PERMANENT GROUND COVER HAS BEEN ESTABUSHED.
15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE
STABIUZED WITH TEMPORARY SEEDING.
16. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABIUZED
BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING ".
17. VEGETATIVE METHODS:
A VEGETATIVE COVER SHALL BE ESTABUSHED AND MAINTAINED OVER ALL FINAL
GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE
COVERS FOR AN OUTLINE OF THE ESTABUSHMENT OF VEGETATIVE COVERS.
WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY
AREAS REQUIRING RE- ESTABUSHMENT OF GRASS.
UME RATE: 1 TO 2 TONS PER ACRE
FERTIUZER: 1500 POUNDS OF 6 -12 -12 PER ACRE
18. MULCH:
MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPUED 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 ACCOMPUSHED
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
UQUID 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 MINIMAL ZONING AREA "AE -11" ACCORDING TO
F.I.R.M. COMMUNITY PANEL NUMBER 13051CO213F, MAP REVISED SEPTEMBER 26, 2008.
21. THIS SITE IS IN ZONE "AE -11" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A
MINIMUM ELEVATION OF 11.0 HAS BEEN SET.
SPECIAL NOTES:
1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE
PREVENTEDED BY THE INSTALLATION OF EROSION AND
SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR
TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES.
2. THE INSTALLATION OF EROSION CONTROL MEASURES AND
PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT
WITH LAND DISTURBING ACTIVITIES.
3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL
TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT
PROVIDE FOR EFFECTIVE EROSION CONTROL,
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO
INSPECT 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
SALTWATER MARSH AND ULTIMATELY THE ATLANTIC OCEAN.
9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER
THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING.
10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE
A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE
DESIGN ENGINEER.
CLEARING NOTES:
1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND
UTIUTIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL
CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTIUTIES SHALL BE REPAIRED
AT THE EXPENSE OF THE CONTRACTOR.
3. ALL WORK SHALL BE IN COMPUANCE WITH THE STATE SOIL AND WATER CONSERVATION
COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA.
ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS
AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE
BY THE OWNER. SEE LAND DISTURBING PLAN.
4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER
SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN.
5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE
CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED
PUBUC 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 EUMINATE 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 UMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE
PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS
AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING
STANDARDS FOR SHADE TREES ". ANY VARIATION FROM THE RECOMMENDATION OF
THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING.
12. UMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS
"UMITS OF CONSTRUCTION ".
13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED,
MULCHED, FERTIUZED 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
2012
2013
DEC
JAN
FEB
MAR
APR
MAY
INSTALLATION OF SEDIMENT CONTROLS
AND TREE PROTECTION BARRICADES
SITE GRADING
UTIUTY INSTALLATION
BUILDING CONSTRUCTION
PERMANENT GRASSING
PAVING
NO
T
APPL.
MAINTENANCE OF SEDIMENT CONTROL
REMOVAL OF SEDIMENT CONTROL
SITE DATA
ZONE " NA"
TOTAL ACREAGE. 0.30 ACRES
DISTURBED ACREAGE 0.04 ACRES
S.C.S. SOIL SURVEY FROM WEB SOIL SURVEY
LEVEL II
CERTIFICATION
NO. 2104
ISSUED 11 -5 -05
EXPIRES 11-5-14
/
COASTAL PLAIN VEGETATIVE COVERS
PLAN
PLANTING F
TEMPORARY GRASS
RATE
MONTH
PERMANENT GRASS
RATE
JANUARY-
MARCH
ANNUAL
LESPEDEZA
10 Lbs. /Ac
MARCH-
JUNE
CENTIPEDE SOD OR
COMMON BERMUDA (HULLED)
10 Lbs. /Ac
MARCH-
JUNE
COMMON BERMUDA
(HULLED)
10 Lbs. /Ac
MARCH-
JUNE
CENTIPEDE SOD OR
COMMON BERMUDA (HULLED)
10 Lbs. /Ac
APRIL-
AUGUST
BROWN TOP MILLS?
40 LLs• /Ac
JULY-
AUGUST
COMMON BERMUDA (HULLED)
OR
CENTIPEDE SOD
10 Lbs. /Ac
10 Lbs. /Ac
SEPTEMBER -
FEBRUARY
RYEGRASS
40 Lbs. /Ac
SEPTEMBER-
FEBRUARY
COMMON BERMUDA (UNHULLED)
OR
CENTIPEDE SOD
10 Lbs. /Ac
1/2 Bu. /Ac
6` MINIMUM
GEOTEXTILE UNDERLINER
N.SA.R -2 (1.5 -3.5'?
COARSE AGGREGATE
TEMPORARY CONSTRUCTION EXIT
"ECOSTONE" PERMEABLE BRICK
PAVER OR APPROVED EQUAL TO
HAVE BEVELED EDGES TO PREVENT
COMPACTION OF FIL TRA T70N MATERIAL
OR INSTALL FIL TRA TiON MATER /AL
1/4" TO 1/2" BELOW THE TOP OF
THE PAVERS
SOLDIER COURSE AS A BORDER
OR CONCRETE CURB SET 1/4"
BELOW PAVERS WITH CONTROL/
EXPANSION JOINTS AT 15' 0.0. (max)
OR ELEVATIONS AS PER PLAN
SPECIAL INSTALLA 770N NOTE :
N.T.S.
12" WIDE GEOTEXTJLE ALONG
PER/METER - TYPE AND INSTALLATION
TO BE AS PER MANUF. SPEC /F /CA 77ONS
No.8 AGGREGATE 1.5" BEDDING' AND FIL TRA T/ON
ALL INSTALLATION PROCEDURES AND
MATERIALS SHALL BE AS PER THE
PAVER MANUFACTURER INSTRUCTIONS
AND RECOMMENDA ITONS.
NATURAL
SUBGRADE
No.8 AGGREGATE IN OPENINGS
FOR FIL TRA ZION
4" OF No.57 STONE
OPEN GRADED BASE COURSE
6" (min.) OF No.2
STONE SUB -BASE
GEOTEXTILE UNDER BASE COURSE -
TYPE AND INSTALLATION TO BE AS PER
MANUF. SPEC /F /CA TiONS
NOTES:
1. CONSULT WITH MANUFACTURER IF SOIL IS EXTREMELY WEAK OR SATURATED.
2. PAVERS CAN BE OVERLAID OR INLAID ON EXISTING
ASPHALT OR CONCRETE DRIVEWAYS.
3. CONSULT ICPI TECH SPEC 2 FOR GUIDELINES ON SPECIFICATIONS FOR BASE MATERIALS,
SUBGRADE SOIL AND BASE COMPACTION.
4. PLASTIC, STEEL, ALUMINUM OR PRECAST CONCRETE, EDGING MAY BE USED IF APPROVED.
5. OPEN GRADED BASE COURSE SHALL BE A MINIMUM STONE SIZE OF #89 OR AS
RECOMMENDED BY THE MANUFACTURER AND APPROVED BY THE CITY OF TYBEE ISLAND.
SIDEWALK / DRI VEWA Y
BRICK PAVER DETAIL
NOT TO SCALE
FENCE
TYPE
A
MINIMUM
LENGTH
4' -0"
POST SIZE
TYPE OF POST
Soft wood
Oak
Steel
TYBEE ISLAND
SIDE VIEW
NOTE:
USE 36" D.O.T. APPROVED FABRIC
USE STEEL POST.
FRONT VIEW
TYPE C FABRIC (36 ")
USE: WHERE FILL SLOPES EXCEED A VERTICAL HEIGHT OF 20 FEET AND THE SLOPE GRADIENT IS STEEPER THAN 3:1.
NOTE: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE, CORD, AND POCKETS.
POST SIZE
TYPE OF POST
MIN. LENGTH
4'
STEEL
FENCE
SIZE OF POST 1
1.3 LB. /FT. MIN
TENSILE STREGTH
<LBS. MIN.) (1)
(ASTM 5 -4632)
ELONGATION
(*AMAX.)
(ASTM 5 -4632)
AOS < APPARENT
OPENING SIZE>
(MAX. SIEVE SIZE>
(ASTM D -4751)
FLOW RATE
<GAL /MIN. /SQ. FT.)
(GDT -87)
ULTRAVIOLET STABILITY (2>
(ASTM D -4632 AFTER
340 HOURS WEATHERING
IN ACCORDANCE WITH
ASTM D -4355)
BURSTING STREGTH
(PSI MIN.>
(ASTM 5 -3786 DIAPHRAGM
BURSTING STRENGTH
TESTER>
MIN. FABRIC WIDTH
(INCHES)
WARP -260
FILL -180
40
#30
70
80
175
36
(1) MIN. ROLL AVERAGE OF FIVE SPECIMENS.
(2) PERCENT OF REQUIRED INITIAL MIN. TENSILE STRENGTH.
SIZE OF POST
3" dia. or 2X4
1.5 "X1.5"
1.31b. /ft. min.
SILT FENCE - TYPE C
E
NOTE: OVERLAP 18" AT FABRIC JOINTS
FRONT VIEW
A (MIN) B (MIN) ▪ E(MAX) F
FASTENERS FOR WOOD POSTS
GAUGE
Wire Staples 17 min.
CROWN
30" 18" 28" 6" 6' -0"
LEGS STAPLES /POST
3/4" Wide 1/2" Long
5 min.
USE 36" D.O.T.
APPROVED FABRIC.
USE WOOD OR
STEEL POSTS.
CONTACT A MINIMUM OF 72 HOURS
PRIOR TO DIGGING
PRDTEC
LT':ES PROTECTION CENTER
I -800- 282 -741I
GAUGE
LENGTH
BUTTON NAIL /POST
HEADS
DRAWING NUMBER
Nails
14 min.
1"
3/4"
4 min.
Vicinity Map
C -6
6 OF 6 SHEET