HomeMy Public PortalAbout5TH AVE LOTS.PDFSTATE LAW REQUIRES
72 HRS. NOTICE
1-800-282-7411
1DENTI6L SITE 3�OTEa
1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH ADOPTED CHATHAM COUNTY BUILDING, CODES.
2,1 ALL ELEVATIONS ARE BASED ON MEAN SEA
LEVEL DATUM. At
5) BUILDING, AREA NO ALL XMAS TO BE
PAVED SHALL. BE STRIPPED OF ALL VEEETATION,
TOP SOIL, AND ROOT SYSTEMS. G (
4) SITE DRAINAGE SHALL BE ESTABLiSHED TO
PREVENT PONDING WATER CONDITIONS ON THE
SURFACE AND TO ALLOW RAPID RUN-OFF OF
STORM HATER.
5) THE EXPOSED SUBORADE BENEATH THE 20
BUILDING, AND PAVED DRIVES PLUS 24 INCHES I
ON ALL SIDES SHALL BE COMPACTED TO 45% It
OF ORIGINAL SOIL CONDITIONS OR A MIN. OF
2,500 P.S.F. COMPACTION, WHICH EVER i5
GREATER. AREAS THAT ARE UNSTABLE SHALL
BE UNDERCUT TO FIRM UNDISTURBED SOIL
AND BACKFILLED IN 12" LIFTS WITH CLEAN
SAND FILL COMPACTED TO q5% OF ORI&INAL
SOIL CONDITIONS OR A MIN. OF 2 3OO P.5:F.
COMPACTION, WHICH EVER 15 GREATER.
6) ALL FILL %66 LL CON515T OF CLEAN, FREE -DRAINING
SANDY LOAM WITH A MAX. OF 15% FINES.
7) MAINTAIN FOOTING AND SLAB AREAS IN A DRY AND
COMPACTED CONDITION UNTIL THE CONCRETE IS PLACED.
ANY AREAS THAT ARE SOFTENED BY WATER OR BY
CONSTRUCTION ACTIVITY SMALL BE REWORKED AM
RECOMPACTED TO THE REWIRED DENSITY AND BEARING.
6) A MINIMUM SHOULDER WIDTH OF 5 FEET WITH A MINIMUM
TRANSVERSE SLOPE OF 5% SHALL BE PROVIDED
ADJACENT TO PRIVATE DRIVES, CURBS, OR SIDE WALKS
IF SHORN ON THE DRAWL.
41) MAXIMUM EARTH SLOPES WILL BE 21 I.
10) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
AND MAINTAINING ALL ER05ION AND SEDIMENT CONTROL
MEASURES IN ACCORDANCE WITH LOCAL REGIIJIREMENTS.
II) ALL WATER, DRAINAGE 4 RUN OFF SHALL DRAiN TO ROAD
CATCH BASIN, OR MARSH. NO STANDING WATER SHALL.
BE ALLOWED, NO WATER RUN OFF SHALL ENCROACH ON
ADJACENT RESIDENTIAL PROPERTIES.
12) REMOVE EXISTING, CURB 4 GUTTER AND INSTALL NEHd
DRIVEWAY APRON a GUTTER IN ACCORDANCE WITH THE
TYBEE PLANNING, GUIDELINES, 5EE DETAILS THIS SKEET.
15) TREES AND ROOT SYSTEM TO BE PROTECTED FROM
C = TRUCTION TRAFFIC, PROVIDE IO' DIA. MIN. BARRACADE
AROUND BASE OF TREE
14) _J, FG,. (FINISHED GRADE ® M.S.L. (MEAN 5EA LEVEL))
W. (EXISTING, GRADE 0 M.S.L. MEAN SEA Lam)
15) S.T.S. = DENOTES SLOPE GRADE TO SWALE
S.T.R. = DENOTES SLOPE GRADE TO ROAD
S.T.L. s DENOTES SLOPE GRADE TO LAGOON
05 P .Deed
PRE; Pg.Plot
SMB Pg.
CMF
Book / Page
Record Book / Pane
Subdlvlslon Map Book /'Page
Concrete Monument Found
IPF
Iron Pipe Found
PIN
Propertq Identification Number
R/H
Right o1: Wad
NAV066
North American Vertical Datum of 1ci88
Linetypeg
-------- Pro
pert Setback Line
Line
Bvildir�g
Easement Line
GONGEPTUAL SITE DEVELOFIMENT
■Ireiieer�ee■
INFORMATION CONTAiNiED ON THESE DRAWINGS 15 PROVIDED FOR THE
CONVENIENCE OF THE 6ENERAL CONTRACTOR iN EXECUTING THE WORK.
EVERY ATTEMPT 14AS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE
REPRESENTATIONS OF ALL CONDITION5.
AND VERIFY ALL DIMENSIONS ON .105
ANY DISCREPANCY SHALL BE COMPLETELY CLARIFIED V41TH T! E OVERALL
INTENT OF THE DRAWINGS WITH T# E DMIGN PROFESSIONAL OF RECORD
PRiOR TO PROCEEDING HITH ANY WORK.
GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GONDITiONS IN THE FIELD, ANY
DISCREPANCIES MALL BE REPORTED, IN WRITTINcS, TO THE DESIGN PROFESSIONAL
OF RECORD PRIOR TO PROCEEDING, WITH ANY WORK.
THE GENERAL CONTRACTOR SHALL MAINTAIN AT THE SiTE OF THE PORK, A SET OF
RECORD DRAKIN&S. THE GENERAL CONTRACTOR WALL RECORD ALL CLEANSES AND
DEVIATIONS FROM THE DRANINGS ON THIS "AS -BUILT° SET, WHICH SHALL BE
UPDATED AT LEAST WKLY. AT THE CL05E OF THE .TOB, THE GENERAL
CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF ALL "A5 -BUILT" INFORMATION
= NOT REPRO, iDUGE
WITHOUT EXPRESSED GOi�YRIGHT C 20I5
WRITTEN PERMISSION BY Q
Paul B. de Levis Paul 5. deLevis
f -OR: ROBER"T J. &ROOVER, JR. $
TINA A. OROOVER
REVISED NATE LAW REQUIRES
72 HRS. NLITICE
TYB E E TRACE
p-i-p A CE 1-8U0-282-7411
A RESUBDI VI51ON OF LOTS A-1-204,251-244 AND A 1. WHITLEY REYNOLDS
PORTION OF THE FIFTH AVENUE RICHT OF WAY, ViARD LAND SURVEYOR
656 STEPHENSON AVENUE
NO. I, TYBEE ISLAND, CHATHAM COUNTY, &EOR& A SUITE C
SAVANNAH, CEOR61 A 51405
FILE NO. 05-40I~PG TELEPHONE: 4112-552-0464
REVISED FEBRUARY II, 200-7 TO MODIFY FAX: 'II2-552-'tb'7
REV I SED APRIL 28, 200q TO 5HOPq A5 -BUILT DATA ADDITIONAL TOPO.
ELEVATIONS SHOW ARE NAVD I41$8 1 go1Ird
THIS SUROEY TM PH6PARED IN COAiF =ff WMI THE TECHAiM
9TAN== FOR mwmw SURYM IN GEORGIA M SET FORTH IN
CNA HR 180-7 OF = RULES OF THE GEORGIA BOAS OF REGISTBATION
FOR PROVENNIM MIGUMM AND UND SURMORS AND AS SET FORTS
IN THE GEORGiA PLAT ACT O.C.G.A. 16-6-07. AUTHORITY O.C.G.A. SECS.
15-6-87. 48-16-4. 48-16-6. 49-15-18. 49-18-M
I"
1►1
T #6 EXISTINC
—2E
Contour Llne
0
Tree Line
o TJi5
Telephone .Inchon Box
D ET
Electric Trcmformer
D EJB
Electric Service .function Box
OCATV
Cable Television Junction Box
X *7 tSpot
Elevation (Grouncl)
91.77
Spot Elevation (Pavement)
GONGEPTUAL SITE DEVELOFIMENT
■Ireiieer�ee■
INFORMATION CONTAiNiED ON THESE DRAWINGS 15 PROVIDED FOR THE
CONVENIENCE OF THE 6ENERAL CONTRACTOR iN EXECUTING THE WORK.
EVERY ATTEMPT 14AS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE
REPRESENTATIONS OF ALL CONDITION5.
AND VERIFY ALL DIMENSIONS ON .105
ANY DISCREPANCY SHALL BE COMPLETELY CLARIFIED V41TH T! E OVERALL
INTENT OF THE DRAWINGS WITH T# E DMIGN PROFESSIONAL OF RECORD
PRiOR TO PROCEEDING HITH ANY WORK.
GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GONDITiONS IN THE FIELD, ANY
DISCREPANCIES MALL BE REPORTED, IN WRITTINcS, TO THE DESIGN PROFESSIONAL
OF RECORD PRIOR TO PROCEEDING, WITH ANY WORK.
THE GENERAL CONTRACTOR SHALL MAINTAIN AT THE SiTE OF THE PORK, A SET OF
RECORD DRAKIN&S. THE GENERAL CONTRACTOR WALL RECORD ALL CLEANSES AND
DEVIATIONS FROM THE DRANINGS ON THIS "AS -BUILT° SET, WHICH SHALL BE
UPDATED AT LEAST WKLY. AT THE CL05E OF THE .TOB, THE GENERAL
CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF ALL "A5 -BUILT" INFORMATION
= NOT REPRO, iDUGE
WITHOUT EXPRESSED GOi�YRIGHT C 20I5
WRITTEN PERMISSION BY Q
Paul B. de Levis Paul 5. deLevis
f -OR: ROBER"T J. &ROOVER, JR. $
TINA A. OROOVER
REVISED NATE LAW REQUIRES
72 HRS. NLITICE
TYB E E TRACE
p-i-p A CE 1-8U0-282-7411
A RESUBDI VI51ON OF LOTS A-1-204,251-244 AND A 1. WHITLEY REYNOLDS
PORTION OF THE FIFTH AVENUE RICHT OF WAY, ViARD LAND SURVEYOR
656 STEPHENSON AVENUE
NO. I, TYBEE ISLAND, CHATHAM COUNTY, &EOR& A SUITE C
SAVANNAH, CEOR61 A 51405
FILE NO. 05-40I~PG TELEPHONE: 4112-552-0464
REVISED FEBRUARY II, 200-7 TO MODIFY FAX: 'II2-552-'tb'7
REV I SED APRIL 28, 200q TO 5HOPq A5 -BUILT DATA ADDITIONAL TOPO.
ELEVATIONS SHOW ARE NAVD I41$8 1 go1Ird
THIS SUROEY TM PH6PARED IN COAiF =ff WMI THE TECHAiM
9TAN== FOR mwmw SURYM IN GEORGIA M SET FORTH IN
CNA HR 180-7 OF = RULES OF THE GEORGIA BOAS OF REGISTBATION
FOR PROVENNIM MIGUMM AND UND SURMORS AND AS SET FORTS
IN THE GEORGiA PLAT ACT O.C.G.A. 16-6-07. AUTHORITY O.C.G.A. SECS.
15-6-87. 48-16-4. 48-16-6. 49-15-18. 49-18-M
I"
1►1
T #6 EXISTINC
—2E
0
r • �. ►♦•
MA 1 • w:. EXISTING, GRADE♦ •
IM
DENOTES O GRADE 4 L• ♦0DENOTESGRADE
4 LOCATION
SUM of GRAMS
i.2 SUM GRAVES
f SUM S. r r,
-
,
of
1"7
NUMBER of GRAVES
15 NUMMR of ORAMS
12 NUMBER of SRAVES
12
NUMBER of SPAM
4.16
AVERAer: EXISTINS GRADE FOR LOT #6
4.46 AVERAOE EXISTIN& GRACE FOR LOT 06
457 AVERAGE EXISTIN& GRADE FOR LOT #(5
52& AVERAOE EXISTING, GRADE FOR LOT 06
3 s r r �. • r r •
• - ♦ r� .. ` r r
�`
. r Y �'► ►[U1 . ►► .. • r USED
s
•
; r► "' r : ' rj -�. "
SET BUILDING BOTTOM A� • FOOTINGS
,Rs ,. r
Oj
GONGEPTUAL SITE DEVELOFIMENT
■Ireiieer�ee■
INFORMATION CONTAiNiED ON THESE DRAWINGS 15 PROVIDED FOR THE
CONVENIENCE OF THE 6ENERAL CONTRACTOR iN EXECUTING THE WORK.
EVERY ATTEMPT 14AS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE
REPRESENTATIONS OF ALL CONDITION5.
AND VERIFY ALL DIMENSIONS ON .105
ANY DISCREPANCY SHALL BE COMPLETELY CLARIFIED V41TH T! E OVERALL
INTENT OF THE DRAWINGS WITH T# E DMIGN PROFESSIONAL OF RECORD
PRiOR TO PROCEEDING HITH ANY WORK.
GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GONDITiONS IN THE FIELD, ANY
DISCREPANCIES MALL BE REPORTED, IN WRITTINcS, TO THE DESIGN PROFESSIONAL
OF RECORD PRIOR TO PROCEEDING, WITH ANY WORK.
THE GENERAL CONTRACTOR SHALL MAINTAIN AT THE SiTE OF THE PORK, A SET OF
RECORD DRAKIN&S. THE GENERAL CONTRACTOR WALL RECORD ALL CLEANSES AND
DEVIATIONS FROM THE DRANINGS ON THIS "AS -BUILT° SET, WHICH SHALL BE
UPDATED AT LEAST WKLY. AT THE CL05E OF THE .TOB, THE GENERAL
CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF ALL "A5 -BUILT" INFORMATION
= NOT REPRO, iDUGE
WITHOUT EXPRESSED GOi�YRIGHT C 20I5
WRITTEN PERMISSION BY Q
Paul B. de Levis Paul 5. deLevis
f -OR: ROBER"T J. &ROOVER, JR. $
TINA A. OROOVER
REVISED NATE LAW REQUIRES
72 HRS. NLITICE
TYB E E TRACE
p-i-p A CE 1-8U0-282-7411
A RESUBDI VI51ON OF LOTS A-1-204,251-244 AND A 1. WHITLEY REYNOLDS
PORTION OF THE FIFTH AVENUE RICHT OF WAY, ViARD LAND SURVEYOR
656 STEPHENSON AVENUE
NO. I, TYBEE ISLAND, CHATHAM COUNTY, &EOR& A SUITE C
SAVANNAH, CEOR61 A 51405
FILE NO. 05-40I~PG TELEPHONE: 4112-552-0464
REVISED FEBRUARY II, 200-7 TO MODIFY FAX: 'II2-552-'tb'7
REV I SED APRIL 28, 200q TO 5HOPq A5 -BUILT DATA ADDITIONAL TOPO.
ELEVATIONS SHOW ARE NAVD I41$8 1 go1Ird
THIS SUROEY TM PH6PARED IN COAiF =ff WMI THE TECHAiM
9TAN== FOR mwmw SURYM IN GEORGIA M SET FORTH IN
CNA HR 180-7 OF = RULES OF THE GEORGIA BOAS OF REGISTBATION
FOR PROVENNIM MIGUMM AND UND SURMORS AND AS SET FORTS
IN THE GEORGiA PLAT ACT O.C.G.A. 16-6-07. AUTHORITY O.C.G.A. SECS.
15-6-87. 48-16-4. 48-16-6. 49-15-18. 49-18-M
I"
1►1