HomeMy Public PortalAboutSANCTUARY PL_17 2OF3.pdfBOOK
PAGE:
PROPOH I T OFJ ALL MUTTON ENGINE ETTINGSCO. R 00UCTION OF T
OOCUMEIT IS NOT PERMITTED WITHOUT WRIT ILN CONSENT OF THOMAS 0 HUTTON
ENGINEERING CO. UNLESS THIS DOCUMENI SLCOMES A MATTER Or PURI IC RECORD
ALTERATIONS TO THIS OOOUMENT WIIHUUT WRITT N CONGTNT OF THOMAS 6
HUITOttsNGINFFRING CO IS NOT PENNII ILO
GENERAL NOTES
I THE 8AS/S OF BEARINGS I UK Tr 115 PLAT IS THE PLAT IN
REFLRLNCL I
2. THE FIE!.D DATA UPON WHICH THIS PLAT 1S' LTASLO HAS A CLOSURE
PRECISION OF ONL IOUT IN 18508 FEET. AND WAS ALiJUSTEO
USING LEAST 501,441,V;,
f. NITS PLAT HAS BEEN CALCULATED FOR CLOSUHL ANT) IS FOUND TO
BF ACCURATE WITHIN ONE FOOT IN J0O,000# FEET.
4 EQUIPMENT USU.) lOR THE LINEAR AND ANGULAR MEASU /1LMLNTS
OR I1IIS SIJRVEY WAS A SOKKLA SET4L4 /0 /AL STATION
N/F
MICHAEL WESTBROOK
4- 0022 -01 -005
1v64•45'43 •E
5.00'
N/F
JOSEPH COUNIHAN
4 - 0022 -01 -010
THIS WILL CCRTIF( THAT THE PROVISIONS RELATIVE TO GEORGIA
CODE SECTION 15 -6 67(4) 00 NOT REQUIRE APPROVAL OP !HIS PLAT
RY ANY GOVERNING AUTHOR!, Y PRIOR TO THE RFCOROING WIIH IHE
CLERK' or SUPERIOR COUNT
REFERENCE MATERIALS:
1 PLAT BY JAMES WHITLEY REYNOI OS, OATFD
/1 /I /0.5. RECORDED 1N PLAT BOOK 26P AT PACE
72
2. DEED FROM TI/F CITY OF It-BEE TO MICHAEL O
WESTOROOK DA ILL) 10 /16/95. RECORDED IN OFro
ROOK 175F A I PAGL 437
J. OLEO FROM THE CITY or TYOCE to MICHAEL J.
COON /HAM, SR 04 TCD 10 /i6 /9J, RECORDED IN
OFFO ROOK 175F AT PALL 428
4 OP I-11 FROM THE CITY OF TYRFF TO ANNE I.
COUN/HAN, JOSEPH P COUNIHAN, JR, 0£BORAI-
COON/NAN CARROT 1, AND SHEILA COUNIHAN
WINDERS OA TED 10/16/95, RECORDED IN DECO
BOOK 175F At PAGE 430.
447•/.939 X•
97
0496,
5/7.5773 t-
LOT 5
THE SANCTUARY
LOT 6
1 /IL SANCTUARY
OI II
THE SANCTUARY
P0' VEHICULAR
ACCESS EASEMENT
(18' WIDE PERME48L£ m
PAVER ROAD) �v \\
P10/ 4 -0022 01- 019 \\�
POINT OF BEGINNING
L9
BYERS STREET (50' R /W)
LOT /0
525.04'43-E
54 87'�
LOT 12
THE SANCTUARY
NI7 "43.16'W
4127
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LINE TABLE
L INF BEARING
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12 N64'51 '01"L
13 S25'11i'15"£
L4
L9
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37.66'
20. 00'
L6
L7
LB
L9
N/F
JOSEPH COON /HAN
4- 0022-01 -010
5/0•57'.J17
N75'18'15 11,
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ACROSS EXISTING CAUSEWAY LOT B -1
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SCALE 1 INCH = 50 FEET
I L GE NO
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Fl CAP-
IN CMS
O 1PF
• IPS
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• DM
COLIC. MONUMENT (FOUND)
CONC MONUMEN r (SE 1)
IRON PIPE (FOUND)
IRON PIPE (SET)
IRON REBAR (FOUND)
BENCHMARK
VEHICULAR F.4SEMENI
PEDE51WAN EASEMENT
LB
S' PEDESTRIAN ACCESS I
EASEMENT TO BEACH c=
CENTERED ON PROPERTY LINE \
1.11
a,G1 -P P ?i
IN MY OPINION, 11115 PLAI IS A CORRECT
RF'?RFSENTATION OF THE LAND PLAITED,
AND IIAS BFFN PREPARED IN CONFORMITY
WITH THE MINIMUU 'ECHNICAI STANDARDS
AND REOU'REMENIN DI- LAW
WHIGIII C. POWFRS, JR
GEORGIA IILCISIERED
LAND SURVEYOR NO 2612
:13
VICINITY MAP
NOT TO SCALL
0
2
H
x
0
N
sr
"f
AN EASEMENT PLAT OF
A VEHICULAR
AND A PEDESTRIAN
ACCESS EASEMENT
BAY WARD
CITY OF TYBEE ISLAND
CHATHAM CO., GEORGIA
PREPARED FOR:
COASTAL ISLAND
DEVELOPMENT CO., LLC
PREPARED BY;
T THOMAS & HUTTON
H ENGINEERING CO.
.50 PARK OF COMMERCE WAY, P,O. BOX 2727
SAVANNA!!, GEORGIA. 31406 / (912) 294 -5300
wry lhomos-AulIon cam
RECOROED IN BOOK PAGE
0A TE
CLERK OF SUPERIOR COURT
CHA THAM CO., GEORGIA
SCALE
FILE
FIELD OATE
PLAT DATE
1' - 50'
J-16554
02/23/04
11/04/04
DRAWN BY
APPROVED BY
PARTY CHIEF
SILL I 1 OF I
WOW
WC?
PM
SURVEYORS NOTES
•
•
f
Ass
THE ELEVATIONS SHOWN ARE BASED ON NA1D88 DATUM. THE
CONTWR INTERVAL IS 1 FOOT.
2 ACCORDING TO THE FLOOD INSURANCE RATE MAPS AS
PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY,
THE PORTION OF DNS LOT LOCATED BETWEEN THE ONR
JURISOICTOV LINE AND THE SURVEY PE UNE IS LOCATED IN A
TOO YEAR FLOOD ZONE: (COMMUNITY PANEL 13051CO2137 DATED
9/29/00 ZONE VE, BASE FLO0. ELEVATION 14.0)
J. ONLY ABOVEGROUND. READILY VISIBLE STRUCTURES AND
UITURES VIER£ LOCATED FOR THIS SURVEY. THIS SURVEYOR
MAKES NO WARRANTY OR GUARANTEE AS TO THE LOCATION.
EXISTENCE OR NON - EXISTENCE OF ANY BELOWGROUND,
NON - VISIBLE UTILITIES OR STRUCTURES.
4. THE SHORE PROTECTION UNE DUNE PROTECTION LINE, AND ONR
JURISDICTION UNE WERE DELINEATED BY THE GEORGIA ONR ON
9-20 -2012.
5. THE 20' ACCESS / UTILITY EASEMENT AND THE IS PRIVATE
PEDESTIDAN EASEMENT WERE TAKEN FROM REFERENCE PLAT /1.
6. THE ACCESS (MUTT & WALKING EASEMENT WAS TAKEN FROM
REFERENCE PUT /2.
7. THE BUILDING SETBACK LINE WAS TAKEN GRAPHICALLY FROM
REFERENCE FLAT /2 AND IS 51/19.ECT TO CHANGE BY THE CITY
SE TWEE ISLAND.
8. THIS PROPERTY IS SUBJECT TO ANY ANO ALL MUNICIPLE
ZONINGS RESTRICTIONS SETBACKS REQUIREMENTS AND
ARCHITECTURAL RENEW BOARDS
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CURRENT ZONING. 17-2
TAX ASSESSORS PROPERTY
IDENTIFICATION NUMBER.: 4- 0022 -01 -041
REFERENCES
1. PUT BOOK 26 -P, PAGE 72
2 PLAT BOOR 29 -P. PACE 39
3. DEED BOOT 271 -0. PAGE 278
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Graphic Scale I' = 10'
RECTID
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TREE LEGEND z Dw
Size of Synbol Does Not Indicate
The Size of the Drip Line /Canopy Line
„J Size
1 (In Inches)
Location of Tree-) Lo 14
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LEGEND
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IRON ROO FOUND
WATER LATERAL
SANITARY SEWER LATERAL
SPOT ELEVATION
ELECTRIC .UNCTION BOX
ELECTRIC TRANSFORMER
TELEPHONE AINCION BOX
SANITARY SEWER MANHOLE
WATER SPIGOT
FIRE HYDRANT
WATER VALVE
CONTOUR LINE
"'REVISED I1 -14- 2012 70 ADD THE 20'
ACCESS AND UTILITY EASEMENT DESCRIBED
IN DEED BOOK 271 -0, PAGE 278.1"
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PROJECT r.
FIELD D.41K
PEAT DATE
PRAWN BY
EELKED Br
00
9/2
SHEET, l0,
SALT MARSH
01
@COPYRIGHT 201P Mnunin Fnoineerino. Inc,
J
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I I
I - I
GENERAL NOTES:
1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO THE CITY OF TYBEES LATEST
CONSTRUCTION SPECIFICATIONS AND DETAILS.
2 ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE M.U.T.C.D. MANUAL
3. THE OWNER, OWNER'S REPRESENTATIVES. CITY AND OTHER REGULATORY AGENCIES SHALL HAVE THE RIGHT TO
ACCESS THE SITE AT ANY TIME FOR PURPOSES CF OBSERVING WORK PERFORMED.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS REQUIRED TO PERFORM WORK SUCH AS
RIGHT-OF-WAY ENCROACHMENTS, LINE TAPS, ETC.
5. ALL UTIUTIES ARE SHOWN AS APPROXIMATE ON THE PLANS AND SHOULD BE FIELD VERIFIED BY THE CONTRACTOR.
SOME UTILITIES AND SERVICE UNE LOCATIONS ARE UNKNOWN AND NOT SHOWN ON THE PLANS. 11115 DOES NOT RELIEVE
ME CONTRACTOR FROM HIS RESPONSIBILITY TO PROTECT EXISTING UNDERGROUND FACIUIIE5 THE CONTRACTOR 15
RESPONSBLE FOR OBTAINING A VALID UTILITY LOCATE TICKET FROM THE GEORGIA UTILITIES PROTECTION CENTER (811 /
800- 282 - 7411), AND COORDINATION 1417H OTHER SUCH LOCAL UTILITIES AS MAY BE REWIRED.
6014 CITY WATER AND SEWER SANITARY UNE LOCATIONS. CONTACT T116 UTILITIES PROTECTION CENTER (811 /
800- 282 -7411) A MINIMUM OF SEVENTY -TWO (72) HOURS PRIOR TO DIGGING.
6. THE CONTRACTOR WILL PROTECT ALL TREES NOTED TO REMAIN WITHIN AND ADJACENT TO THE CONSTRUCTION ZONE.
ANY UNAUTHORIZED REMOVAL OF TREES NOTED TO REMAIN WILL BE 'THE RESPONSIBILITY OF ME CONTRACTOR TO
REESTABUSH TO THE SATISFACTION OF THE ENGINEER.
7. KNOWN SUBSURFACE INFORMATION CAN BE PROVIDED TO THE CONTRACTOR UPON HIS REQUEST, BUT IT 15 THE
CONTRACTOR'S RESPONSBXJTY TO DETERMINE THE NATURE AND EXTENT OF THE MATERIAL TO BE EXCAVATED. THE
ENGINEER IN NO WAY GUARANTEES THE NATURE OF THE MATERIAL TO BE EXCAVATED.
8. THE CONTRACTOR 15 RESPONSIBLE FOR FURNISHING ALL BORROW MATERIAL NECESSARY FOR THE CONSTRUCTION OF
THIS PROJECT. ALL BORROW MATERIAL SHALL BE CLEAN AND FREE OF DEBRIS AND ORGAMC MATERIAL AND SUFFICIENT
TO COMPACT TO A MINIMUM BARRING CAPACITY OF 2.5 PSF OR AS OTHERWISE SPECIFIED.
9. ALL ITEMS CLEARED OR OEMOISHED FROM THE STE ARE THE PROPERTY OF THE CONTRACTOR UNLESS THEY ARE
1O BE REUSED ON THE SITE OR OTHERWISE NOTED. NO BURYING OR BURNING OF DEBRIS WILL BE ALLOWED ON THIS
SITE
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING BEST MANAGEMENT PRACTICES (BMP'S) ON THE SITE AT
ALL TIMES IN ACCORDANCE WITH MESE PLANS AND THE "MANUAL FOR EROSION AND SEDIMENT CONTROL OF GEORGIA '.
11. CONTRACTOR SHALL BE RESPONSBLE FOR CONNECTION TO EXISTING WATER AND SEWER SERVICES. THE CONTRACTOR
SHALL BE RESPONSBLE FOR COORDINATING THE CONNECTION OF WATER AND SEWER SERVICE YAOR THE CITY OF TYBEE
ISLAND, WATER AND SEWER SERVICES SHALL BE IN ACCORDANCE NTH THE CITY OF TYBEE LATEST CONSTRUCTOR
SPECIFICATIONS AND DETAILS.
\066
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CONTRACTOR IS REQUIRED TO CALL
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START OF CONSTRUCTION
5.2S
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PO Box 30685
SAVANNAH, GA 31410
o: 912.667.7757
f: 866209.4239
AVERAGE ELEVATION
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D A W S O N
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1020 Bryan Woods Loop, Suite 1
Savannah, Ga 31410
PH. 1 . 912 . 695 .2111
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NO. DATE
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1ST FLOOR FFE= 16.0
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SALT MARSH
LOT A -2
11
11
15
D A W S O N
A R C H I T E C T S
1020 Bryan Woods Loop, Suite 1
Savannah, Ga 31410
PH. 1 . 912 . 695 .2111
dawsonarch.com
RABUN RESIDENCE
_ TYBEE ISLAND, GA
Betsy 4 John Rainun
36 East Goth Street
Savannah, Georgia 31405
LEVEL 11 E&S CERT:
#21051 E %P: 10/31/12
— EROSION CONTROL
PLAN
A
FINAL
PROJECT NO.
DATE
DRAWN BY
CHECKED BY
12044.00
10/09/2012
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TYPE C
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3C Ng AY%VIDI PALM
R/ RIP BAWR
sal )SILT FENCE - TYPE A,B,C
MEASURES AND PRACTICES SHALL OCCUR PRIOR TO OR
CONCURRENT WITH LAND DISTURBING ACTIVITY
Ds1
Ds2
CONTRACTOR SHALL EMPLOY THE FOLLOWING TEMPORARY METHODS TO LIMIT
THE SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES:
'TEMPORARY METHODS: 'PERMANENT METHODS
- MULCHES - PERMANENT VEGETATION
-SPRAY ON ADHESIVES - TOPSOIL
- TILLING -STONE COVER
- IRRIGATION
- BARRIERS
- CALCIUM CHLORIDE
'CHEMICAL CONTROL
ADHESIVE
ADHESIVE
TENTATIVE ACTIVITY SCHEDULE
MONTH 1
MONTH 2
MONTH 3
MONTH 4
CLEARING AND GRUBBING
1200
LATEX
EMULSION
121/2:1
FINE
SPRAY
235
RESIN -IN -WATER
EMULSION
4:1
FINE
SPRAY
303
10 IM.
MARCH—
10 lbs.
WEEPING LOTEGR/SS
JUNE
WEEPING LOVEGRASS
CONSTRUCTION EXIT Co
JUNE
4 lbs.
COMMON BURMUDA (HULLED)
10 lbs.
BROWN TOP MILLET
40 lbs.
JULY—
& BROWN TOP MILLET
10 Ibs.
APRIL—
AUGUST
SEDIMENT BARRIER
60 Us.
SO lbs.
COMMON BURMUDA (HULLED)
A WEEPING LOVEGRASS
B Os.
2 lbs.
COMMON BURMUDA (NULLED)
6 lbs.
& PENSACOLA BAHIA
& BROWN TOP MLLES
DISTURBED AREA STABILIZATION IDs2]
(WITH TEMPORARY SEEDING)
SEPT.
FEBRUARY
RYE (MOST WINTER HARDY)
RYEGRASS
3 BU
40 lbs.
PENSACOLA BAHIA
6D Ds.
BARLEY
3 Bu
& BROWN TOP MILLET
10 lbs.
WHEAT
3 BU
PENSACOLA BAHIA
30 lbs.
& WEEPING LINEORASS
2 lbs.
NOTES
• BROWN MILLET MILLET
WEEPING LOVEGRASS
10 Ds.
4 lbs.
1. CENTIPEO
AREA STABILIZATION
WITH PERMANENT VEGETATION)
COYER
GRADING
A BROWN TOP MILLET
10 lbs.
ANYTIME
2. USTED IN
ORDER OF PREFERENCE
PAVING
BUILDING CONSTRUCTION
TREE PROTECTION INSTALLATION
THE INSTALLATION OF EROSION AND SEDIMENT CONTROL
MEASURES AND PRACTICES SHALL OCCUR PRIOR TO OR
CONCURRENT WITH LAND DISTURBING ACTIVITY
Ds1
Ds2
CONTRACTOR SHALL EMPLOY THE FOLLOWING TEMPORARY METHODS TO LIMIT
THE SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES:
'TEMPORARY METHODS: 'PERMANENT METHODS
- MULCHES - PERMANENT VEGETATION
-SPRAY ON ADHESIVES - TOPSOIL
- TILLING -STONE COVER
- IRRIGATION
- BARRIERS
- CALCIUM CHLORIDE
'CHEMICAL CONTROL
ADHESIVE
ADHESIVE
WATER
DILUTION
TYPE OF
NOZZLE
APPLICATION
RATE (GAL /AC)
ANIOIC ASPHALT
EMULSION
7.1
SPRAY
1200
LATEX
EMULSION
121/2:1
FINE
SPRAY
235
RESIN -IN -WATER
EMULSION
4:1
FINE
SPRAY
303
SEEDING RATES FOR TEMPORARY & PERMANENT COVER
DUST CONTROL ON DISTURBED AREAS
140/1111
COVER
COVER
RATES PER ACRE
MONTH
COVER
COVER
RATES PER ACRE
COMMON
COMMON BERMUDA
(HULLED)
MARO— C
BERMUDA (HULLED)
10 IM.
MARCH—
10 lbs.
WEEPING LOTEGR/SS
JUNE
WEEPING LOVEGRASS
4 Ds.
JUNE
4 lbs.
COMMON BURMUDA (HULLED)
10 lbs.
BROWN TOP MILLET
40 lbs.
JULY—
& BROWN TOP MILLET
10 Ibs.
APRIL—
AUGUST
SUDANGRASS
PEARL MILLET
60 Us.
SO lbs.
AUGUST
COMMON BURMUDA (HULLED)
A WEEPING LOVEGRASS
B Os.
2 lbs.
COMMON BURMUDA (NULLED)
6 lbs.
& PENSACOLA BAHIA
& BROWN TOP MLLES
30 Ibs.
ID lbs.
SEPT.
FEBRUARY
RYE (MOST WINTER HARDY)
RYEGRASS
3 BU
40 lbs.
PENSACOLA BAHIA
6D Ds.
BARLEY
3 Bu
& BROWN TOP MILLET
10 lbs.
WHEAT
3 BU
PENSACOLA BAHIA
30 lbs.
& WEEPING LINEORASS
2 lbs.
NOTES
• BROWN MILLET MILLET
WEEPING LOVEGRASS
10 Ds.
4 lbs.
1. CENTIPEO
SOD CAN BE USED AS PERMANENT
DICEPT JUNE THROUGH OCTOBER.
COYER
A BROWN TOP MILLET
10 lbs.
ANYTIME
2. USTED IN
ORDER OF PREFERENCE
Ds4
AREA
STRBI�LIZA�TION (BOTH
SODDING)
IDs41
A PERMANENT VEGETATIVE COVER USING SODS ON HIGHLY ERODIBLE
OR CRITICALLY ERODED LANDS
Ds2 —Ds3 NOTES:
Ds2 — 1. A TEMPORARY GRASSING OF ANNUAL RYEGRASS SHALL BE APPLIED AT
A RATE OF 40 LBS PER ACRE TO DISTURBED AREAS WITHIN 14 DAYS OF DISTURBANCE.
THE PROPOSED ANNUAL RYEGRASS SHALL BE APPLIED DURING THE MOUNTHS
OF SEPTEMBER THRU DECENBER.
2. A 6 -12 -12 FERTILIZER SHALL BE USED ON THE DISTURBED AREA OF Ds2 AND SHALL BE
APPLIED AT A RATE OF 1500 LBS. PER AC.
053 — 1. A PERMANENT GRASSING OF UNHULLED COMMON BERMUDA SHALL BE APPLIED AT A RATE OF
10 LBS. PER ACRE DURING THE MONTHS OF SEPTEMBER THRU FEBRUARY. IF A HYDRAULIC
SEEDER IS TO BE USED, REFER TO THE EROSION AND SEDIMENT CONTROL MANUAL
FOR FURTHER DIRECTION ON THE METHOD OF APPLICATION.
2. A 6 -12 -12 FERTIUZER SHALL BE USED ON THE DISTURBED AREA OF Ds3 AND SHALL BE APPLIED
AT RATE OF 1500 LBS. PER AC.
3. DRIED STRAW OR DRY HAY SHALL BE USED FOR MULCHING AND APPLIED AT A
RATE OF 2 TONS PER ACRE. MULCH WILL BE SPREAD UNIFORMILY WITHIN 24
HOURS AFTER SEEDING. 'THE MULCH MAY BE SPREAD BY BLOWER —TYPE SPREADING
EQUIPEMENT, OTHER SPREADING EQUIPEMENT OR BY HAND. MULCH SHALL BE APPLIED
TO COVER 75% OF THE SOIL SURFACE.
nu
EROSION CONTROL NOTES:
1. EROSION CONTROL IS THE RESPCNSIBIUTY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBRJTY FOR MAINTAINING
BEST MANAGEMENT PRACTICES (BMP'S) ON THE SITE AT ALL TINES IN ACCORDANCE WITH THESE PLANS AND THE 'MANUAL FOR
EROSION AND SEDIMENT CONTROL OF GEORGIA'.
NARRATIVE DESCRIPTION:
I OCATON LOT 0 -1 BAY WARD. TYBEE ISLAND. GA
G& 4- 0022 -01 -041
NATURE OF WORK
SZF.
GRADING OF SITE NEW RESIDENCE
TOTAL LOT ACREAGE: 0.053 AC
DISTURBED ACREAGE: 0.121 AC
7YRNMNG CI ASSIFICATON' R -2
PHASES THE WORK WILL BE PERFORMED IN ONE PHASE.
THIS PROPERTY IS WITHIN THE 100 — YEAR FLOOD ZONE. (COMMUNITY PANEL 13051CO213F SEPTEMBER 29, 2008,) ZONE NE.
BASE FLOOD ELEVATION 14.0.
3. THERE ARE NO WATERS OF THE UNITED STATES 11111110 200 FEET OF THE PROJECT ZONE
4. THERE ARE WETLANDS PRESENT ON THE PROPERTY.
5. ALL SUITABLE TOPSOIL WILL BE STOCKPILED BY THE CONTRACTOR AND SPREAD IN PROPOSED VEGETATIVE AREAS PRIOR TO
LANDSCAPE INSTALLATION.
6. THE SOILS ON SITE ME: Cub, Coastal Beach, Klc. Kershaw 011er Complex, Orn Osier One sand.
7. THIS SITE HAS NOT BEEN PREVIOUSLY DEVELOPED
B. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES IN ACCORDANCE WIN THE STANDARDS AND SPECIFICATIONS
OF THE 'MANUAL FOR EROSION AND SEDIMENT CONTROL OF GEORGIA'.
9. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT
ALL TIMES THE RESPONSIBILITY GE THE OWNER.
10. THE CONTRACTOR SHALL INSURE THAT STRUCTURAL EROSION CONTROL MEASURES ME INSPECTED DAILY. ANY DERGENCIES.
INCLUDING SILT REMOVAL. OBSERVED SHALL BE REPAIRED BY THE END OF THAT DAYS WORK. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAINTAINING A DAILY INSPECTION LOG AND NOTIFYING THE OWNER MID ENGINEER OF ANY DEFICIENCIES IDENTIFIED
IN THE EROSION CONTROL MEASURES. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE
STABILIZED.
11. THE ESCAPE OF REDOLENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OP EROSION CONTROL
MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT RIM, LAND DISTURBING ACTIVITIES.
12. EROSION CONTROL MEASURES TIDY BE MAINTAINED AT AIL TABS. IF FULL IMPLEMENTATION OF THE APPROVED PLAN
DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL. ADDITIONAL EROSION AND SEDIMENT CONTROL WILL BE IMPLEMENTED
TO CONTROL OR TREAT THE SEDIMENT SOURCE.
13. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR
TEMPORARY SEEDING.
14. BASED UPON MY INTERPRETATION OF THE FLOODPLAIN MAPS THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY FEMA FLOOD INSURANCE RATE MAP (Community Panel No. 13051C0326F, Dated: September 26, 2008, Zone'AE121
15. CONTACT INFORMATION:
CIVIL ENGINEER.
JAY M AJPIN, PE
MAUPIN ENGINEERING, INC.
PO BOX 30685
SAVANNAH, GA 31410
c: 912.667.7757
7: 866.209.4239
16. ANY ON —SHE FUEL STORAGE TANK MUST BE PROTECTED FROM LEAKS. SPILLS, AND RUPTURE AS PER APPLICABLE CODES.
17. SILT FENCE MUST BE INSPECTED DAILY FOR FAILURES AND CLEANED OUT WHEN SILT REACHES 1/2 THE FENCE HEIGHT.
ESTABLISH GRASS STAND.
DO NOT ALLOW EROSION GULLIES
TO FORM ON SIDES OR INVERT.
EARTH SWALE
NOT TO SCALE
@COPYRIGHT 2012 Maupin Engineering, Inc.
A
3
e
T
I ° I
11 I 1s I
17 I w I n I M I n I v I n I
m
D A W S O N
A R C H I T E C T S
1020 Bryan Woods Loop, Suite 1
Savannah, Ga 31410
PH. 1 . 912 . 695 .2111
dawsonarch.com
RABUN RESIDENCE
TYBEE ISLAND, GA
Betsy 4 John Pabun
36 East 60th Street
Savannah, Georgia 31 405
LEVEL II EWE CERT:
/21051 EXP: 10/31/12
DETAILS
PROJECT NO. 1 2044.00
DATE 10/09/2012
DRAWN BY DJ5
CHECKED DY JAM
D1
0 2012 ROL DAWSON, ARCHITECT. PC
BOOK
PA GE
DOCUMENT E T ` TT t- PROPEER I Y OF THOMAS Et HUTTON ENGINE C. ROOuC1ON I
DOCUMENT IS NOT PERMITTED WITHOUT WRIT TEN CONSENT OF THOMAS 0 HUTTON
ENGINEERING CO. UNLESS THIS DOCUMENI IIECOMES A MATTER Of PURL IC RECORD
ALTERATIONS TO THIS DOCUMENT WIIHUUT WRITTEN CQNSrNT QF THOMAS H
Hill TONSNGINFFRING CO 15 NOT PENMII I10
GENERAL NOTES
I THE BASIS OF BEARINGS l UH TINS PLAT IS THE PIAT IN
REFLHtNC'L
2. THE FIELD DATA UPON WHICH THIS PIA/ IS' 144.51.0 HAS A CLOSURE
PRECISION OF ONL I OUT IN 18.508 FEET AND WAS ADJUSTED
USING LEAST SOLNHL.5.
,T. /14S PLAT HAS RFFN CALCULATED FOR CLOSUHL AND IS FOUND TO
RE ACCURATE W /TN/N ONE FOOT IN J00.000+ FEET.
4 £OLI/PMENT USW I OR THE LINEAR AND ANGULAR MEASURLMLNTS
ION THIS SURVEY WAS A 5OKKIA S£T4L1 /Cl /AL STATION
N/F
MICHAEL WESTBROOK
4- 0022 -01 -005
N64•45.43"£
5.00'
N/F
JOSEPH COON /HAN
4 - 0022- 01 -0/0
THIS WILL CCRTIPY THAT flit PROVISIONS RELAT,Vr r0 GEORGIA
CODE SECTION 15 -6 67(4 00 NOT RE064R£ APPROVAL Ch THIS PLAT
BY ANY GOVERNING AUTHOR! F PRIOR TO THE RECORDING WITH IHE
CLERK OF SUPERIOR COURT
REFERENCE MATERIALS:
! PLAT BY JAMES WH /TLEY REYNOI OS, DATED
12/1/03. RECORDED dl PLAT 1300K 26P AT PACE
72
2. DEED FROM THE C/T r OF I YREE TO MICHAEL 0
we.; T00001( 0.4 ILO 10/16/95. RECORDED IN orro
ROOK 175F A I PAG4 432
1. OLEO FROM THE ciTY or TYDEF. I0 MICHAEL J.
COUNIHAN, SR DA rro 10/i6/95, RECORDED IN
()FPO 0007 175E A T PACE 428
4 DEER FROM THE CITY OF react- TO ANNE E.
COUN /HAN, JOSEPH P COON /HAN, JR, DEBORAH
COUN/HAN CARROT I , AND Slit /L A COUN /HAN
WINDERS DATIO 10/16/95. RECORDED IN DFFD
80011175E AT PAGE 430.
LOr 5
THE. SANCTUARY
LOT 6
HE SANCTUARY
A07• -0 47 jy
54.2E'
?9
Sl7•3p4T.
NiB•O� 1'.
454'....,..
I 0! N
THL SANCTUARY
15.01
S/B•OB
'PF,c
Ysee •4.4-;-V e N
tiO7e �rH
LINE TABLE
L INF
LI
12
L3
L4
11,
L6
L7
L8
L9
N/F
JOSEPH COUN/HAN
4-0022-01 -010
BEARING LLNJ'!l!
N24 '5J '40 "W 37.68'
N64'31.01 "C 20.00'
S25'1N'l.O "E 6.18'
S' /0'57'.)1 "F
N75'18'151W J/.4ti '
525'18'15 "L _2/.32'
N27'25'04 "E 2/.JJ'
S19'52'WE 27.21 '
525'04'4.) "F 20.00'
I Or C -I
P10/ 4.0022 -01 -011
N20•26'I,T'W
B0 96
7449
S20'26Y3 E
20' VEHICULAR
ACCESS EASEMENT
(l8' WIDE PERMEABLE
PAVER ROAD)
PIO/ 4 -0022 Ol -0i9 k \' `
L9
POINT OF BEGINNING
BYERS STREET (60' R /WI
LOT TO
S25.O4'43 E
54 BT.W
LOT 12
THE SANNCTUARI
20' PEDESTRIAN ACCESS EASEMENT
ACROSS EXISTING CAUSEWAY LOT 8.1
-{ P10/ 4- 0027 -01 /2
50 U 25 50
I LGENO
LOT .1 -1
P /D/ 4- 0022 -01 -012
t-1 CMI-
III CMS
A 1PF
• IPS
n IRE
f BM
SCALE I INCH 50 FEET
CONC. MONUMENT (FOUND)
CONC MONUMENT (SE 1)
IRON PIPE (FOUND)
IRON PIPE (SET)
IRON REBAR (FOUND)
BENCHMARK
VEHICULAR FASE Mt N 1
PEDESTRIAN EASEMENT
5'PEDESTR/AN ACCESS
EASEMENT TO BEACH
CENTERED ON PROPERTY LINE I
19,01 -P PSI
IN MY OPINION. MIS PLAT IS A CORRECT
RFPRFSENTATION OF THE LAND PLAITED,
AND HAS RFFN PREPARED IN CONFORMITY
WITH THE MINIMUU `ECHNICAI STANDARDS
AND REOUREMENIS Ut LAW
WRIUIII C. POWERS, JR
GEORCIA HLCISTERED
LAND SURVEYOR '10 2612
■
:13
a
I-
W
BYENS S I.
SITE
r
I,
VICINITY MAP
NOT TO SCALL
2
n
W
AN EASEMENT PLAT OF
A VEHICULAR
AND A PEDESTRIAN
ACCESS EASEMENT
DAY WARD
CITY OF TYBEE ISLAND
CHATHAM CO -, GEORGIA
PREPARED FOR:
COASTAL ISLAND
DEVELOPMENT CO,, LLC
•
Pt?JTFARED BY:
T THOMAS & HUTTON
ENGINEERING CO.
50 PARK OF COMMERCE WAY, P.O. VOX 2727
SAVANNA!!, GEORGIA. 31406 / (912) 234-5300
www Ihomo:-hullon cam
RECORDED IN BOOK PAGE _
DATE
CLERK OF SUPERIOR COURT
CHATHAM CO., GEORGIA
SCALE J' - 50'
FILE 3.16554
FIELD DATE 02,/23/04
PLAT DATE 11/04/04
DRAWN BY
APPROVED BY
PARTY CHIEF
STILL) I OF I
WOW
WCP
PM
@COPYRIGHT 2012 Maupin Engineering, Inc
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BABUN RESIDENCE OT DRAINAGE PLAN_ DWG
POST - DEVELOPMENT
BASINS
RABUN RESIDENCE TYBEE ISLAND, GA
M A U P I N
E N G I N E E R I N G
ENGINEERING • PLANNING• DEVELOPMENT
MAUPIN ENGINEERING, inc.
PO Box 30685
SAVANNAH, GA 31410
o: 912.667.7757
f: 866.209.4239
g�
NO.
DATE
DESCRIPTION