HomeMy Public PortalAbout06-0094 Byers St LLC_2of3III{IlIIIjI I 1 J
APPROVED BY THE TYHEE ISLAND PLANNING COMMISSION APPROVED BY THE MAYOR AND COUNCIL
ZONING ADMINISTRATOR
ACCORDING TO THE F.I R.M. DATED
5/19/137 THIS SITE IS WITHIN FLOOD
ZONE YE, BFE 14.
REFERENCE: PRO F 88
J. 11HITLEY REYNOLDS
LAND SURVEYOR
636 STEPHENSON AVENUE
SUITE C
SAVANNAH GEORGIA 31405
TELEPHONE: 912 -352 -0464
FAX: 912- 352 -7787
I
DATE
S 20 °27'18 "E
39.73'
5 /B" ABS
---' cue
MAYOR
DATE
CLERK OF COUNCIL
10.
gSL
LOT 4
Ieyyg ,
AREA = 81
SF
LOT 2
AREA = 5879 SF
85.09'
N 17 ° 199 .%
P
EQUIPMENT:
TOPCON AP -LIA
ERROR OF CLOSURE:
LINEAR: 1/-
ANC: -"/ANGLE
BALANCED BY: -
PLAT: 1/ 159,000
0 20
SCALE: V = 20'
DATE: JULY 23, 2004 SURVEY
DATE: JULY 27, 2004 PLAT
FILE NO. 04 -143A
N
NAIL IN P/P
ELEV 9.55 MSL
(NGVD 1929)
JO.
55/8.,
6TJtirre
1.52.
JO. B
SL
/1
b /
i/
o / / & /
3o /�i/ • •
/et/
_J �� / L / 20' BSL
DATE
LOT 3
AREA = 4540 SF
/ / /
5/8" RS
•
N
I'
BYERS STREET 60' R/W
PKF
ALL SITES FOR PUBLIC USE AS NOTED ON THIS PLAT
ARE HEREBY DEDICATED FOR THE USE INTENDED.
OWNER
20
0
20
40
80
GRAPHIC SCALE - FEET
DATE
0WV
0 FH
BENCHMARK
SPIKE IN P/P
ELEV 12.50 MSL
(NGVD 1929)
VICINITY MAP
(NOT TO SCALE)
SUBDIVISION
LOT 1, BLOCK 8, GARDEN WARD
AND A PORTION OF SOLOMON
AVENUE, TYBEE ISLAND CHATHAM
COUNTY, GEORGIA
FOR: LARRY MCNAIR
4d
/I
INLET
NEENAH R -2078
C CONVEX TOP
TOP 6.90
/E 4.90
+A4
A° 1.4
0-
hY �SCMCNr
--1150 LP O.AT RE SWALE
RECEIVED
sa/ 414e,
SEP 14 2004
88
REMOVE 30 LF OP EXT'G
8" SS AND REPLACE WITH
DUCTILE IRON
I9
h
+1 +11'EItt0l6
f0' DRAINAGE AND
UTILITY EASRI AE NT +^
11
--4�
— T
a80'PYOPAIZ All
/
Location Plan
i / ,
�. / /
I
%
1
py- D►+b8
+4,
TAKE CARE IN AREA OP
EXT'G 8" WATER MAIN
TO PREVENT DAMAGE -
ADJUST WATER LINE
IF REQUIRED
I
BBL
+A4
CONNECT TO EXT'O
INLET AT re 4.18
CRAW INi3T
TOP ELEV 8.18
IB 4.19
- 18' CON- -PIPY ------------------ - -- - - --
fE 4.14
GENERAL BUILDING INPORMATION NOTES,
011
'1 I
1/ PROPOSED DUILD!N08 ARE TO DE AS FOLLOWS;
LOT I , 1,010 e.f. f.nv.lop.)
LOT 2 : 1,600 aL (envelop.)
LOT 3 i 1,200 4.1. (envelope/
2. PROPOSED WILDING FINISHED FLOOR ELEVATIONS ARE 70 SE SET A
PER FOILS FLOOD STUDY MAPS AND AS PER THE CITY OP TYBEE ISLAM
GEORGIA ORDINANCES.
A PROPOSED BUILDINGS ARE TO Do SUPPORTED ON PIERS OR POUNDATI((NS
WHICH WILL SATIBPY PEMA ELEVATION AND PEMA ZONE REQUIREMENTS
AND TO ALLOW FOR PARKING UNDERNEATH NEW STRUCTURES.
SPECIAL CONSTRUCTION NOTE,
IP ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL SITE CONDITIO e
ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACT
SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTA
PRIOR TO CONSTRUCTING SAID ENTITY. IP THE CONTRACTOR KNOWS OR
RESONASLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY
CONFLICT IN THE PLANS SPECIFICATIONS OR CONSTRUCTION STAKING ANLI PAILS
REQUIRETO REPORT THE PROBLEM PRIOR TO CONSTRUCTION HE SHALL NOT Be EN7 TLED
TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR W
REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR OR CONPLIC .K
E
F
11 �d
11
n
ll
t1
11
It
I1
II
+d
it g
GENERAL DRAINAGE NOTES
BEN
NAIL W P/P
ELEY 9.56 NSA
(NOD 1929)
1. THE PROPOSED BUILDINGS ARE TO DE AS POLLOWS I
LOT I : b 010 wt. I.nv.lopel
LOT 2 : 1,800 af, fenvlop.)
LOT 9 : 1,200 e.f. (envelop.)
2 THE NEW BUILDINGS WILL RESULT IN AN INCREASE OP
0.28 ofe OP RUN -OFF WATER DUE TO IMPERVIOUS AREA
DURING THE 26 YEAR STORM
3. THE LOTS WILL NEED TO Be GRADED AS SHOWN AND
AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE
PORSEEN TO ALLOW POR PROPER DRAINAGE.
4. THE PROPOSED BUILDINGS MAY HAVE THE NEED OP
GUTTERS ANO DOWNSPOUTS TO DIRECT RUN -OPP
6. DRAINAGE EASEMENTS ARE REQUIRED AND WILL DE FINALIZED
ON THE FINAL PLAT.
BYERS STREET 60' R /1V
LEGEND
ITEM
TOPIC
CONTOURS
DRAINAGE
FLOW
ARROWS
TOP OP
PARKING
SLAB
EXISTING
9).
PROPOSED
112.91
—12—
f20
OWNER / CONTRACTOR INFORMATION,
OWNER/CONTRACTOR , Mr. Brent Palmer
Trad.w(nde Realty Ina
ADDRESS , P.O. Sex 627
Highway 80 and Second Avenue
Tye., !Aland, Georgia 91628
PHONE , 012- 786.9859
ASPHALT ROAD
NOTES,
L CONTRACTOR IS TO COO ;SOINATE ALL GAS, LIGHTING,
ELECTRICAL PHONE 053LI! AND ANY OTHER 100010ED
UTILITIES WITH THE` APPROPRIATE UTILITY AGENCIES.
2. CONTRACTOR IS RESPON ISIBLE POR LOCATING ALL
EXISTING UTILITIES PRIOR TO COMMCNCZNG OP
CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT
WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL
0E REPAIRED AT THE EXPENSE OP THE CONTRACTOR.
9. CONTRACTOR IS TO COC MDINATE ALL DEMOLITION WORK
WITH THE OWNER. ALL II CMS NOT TO BE RELOCATED OR
GfVEN TO THE OWNER WJLA BECOME THE PROPERTY OP THE
CONTRACTOR
DO RNOTOABANDON UTILGTIE •`(N T�I,LICI S -NOT TO SE UTILIZED.
6. REMOVE ALL TREES AS NECESSARY FOR PROPOSED
CONSTRUCTION.
0 PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE.
X TREES TO BE REMOVEt2.
kW,' IN P/P
Il W,' 12.50 MBA
/(NCVD 1929)
t
GENERAL INFORMATION NOTES,
f. EXISTING INFORMATION SUPPLIED BY WHITNEY REYNOLDS
SURVEYING.
2. ACTUAL PLAT AND EASEMENT INFORMATION MAT 00 OSTAINED
FROM THE SURVEYOR.
A ENDING SET BACK DISTANCES AND BUILDING SIZES ARE AS PER
THE SURVEYOR AND THE OWNER IDr./x Palmed
THIS DRAWING IS FOR DRAINAGE
INFORMATION PURPOSES ONLY
TREES AND LOT DIMENSIONS
HAVE BEEN OMITTED FOR CLARIFY
SEALS V . -1W
10' 21Y 26'
BOSWELL DESIGN SERVICES, INC.
103 NASSAU DRIVE
1
13
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DRAW1NO
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