EXLEY LANE (50' R/W) 20' UTILITY 50' ACCESS EASEMENT …...EXLEY LANE (50' R/W) 1.77 Acres1.49 Acres1.53 Acres1.68 Acres1.83 Acres1.95 Acres1.88 Acres1.73 Acres 1.64 Acres1.63 Acres
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187.5' GEORGIA POWER EASEMENT FOR R/W
LOUISV
ILLE ROA
D (100' R/W
)
22
19
20
18
16
17
3126
322527
29 2834 33 30
21
24
23
15
14
13
1211
10987654321
3736
38
35
OUT PARCEL
COMMONAREA
BAYBERRY D
R. (60' R/W)
COMMONAREA
7.85 Acres
39
40
41
42
43
HIGHFIELD DRIVE (60' R/W)
EXLEY LAN
E (50' R/W)
1.53 Acres1.49 Acres1.77 Acres 1.68 Acres 1.83 Acres 1.95 Acres 1.88 Acres 1.73 Acres1.64 Acres 1.63 Acres
1.63 Acres1.64 Acres
1.24 Acres
1.03 Acres
1.11 Acres
1.43 Acres
2.07 Acres
2.80 Acres 2.06 Acres
1.09 Acres
1.25 Acres
1.34 Acres
1.68 Acres
1.73 Acres
1.32 Acres0.99 Acres1.07 Acres1.27 Acres1.36 Acres1.39 Acres 1.17 Acres1.35 Acres2.28 Acres
1.89 Acres1.70 Acres
1.35 Acres
65' FRONT SETBACK (FROM CL)
65' F
RON
T SE
TBA
CK
(FRO
M C
L)
115'
FRO
NT
SETB
AC
K (F
ROM
CL)
25' REAR SETBACK
10' S
IDE
SETB
AC
K
10' SIDE SETBACK
1.63 Acres
50' AC
CESS EA
SEMEN
T
50' A
CC
ESS
EASE
MEN
T
3.04 Acres
2.85 Acres
2.34 Acres
2.22 Acres
2.46 Acres
2.42 Acres
40084014 4022
4028 40344040
4046 4052 40584064 4070 4076
4082 4090
40054011 4017
40234029
40354041 4047 4053 4059
4065 4071
40774083609
615621
627633
641
647 648
630636
642
624618
610
310
7155
71457135
71257115
330
7105
(TO BE DEEDED TO HOA)
COMMONAREA
(TO BE DEEDED TO HOA)
EASEMENT20' UTILITY
BYD
ATE
DES
CRI
PTIO
N
AN
DERS
ON
FA
RMS
PLA
N
SCALE:
DATE:
CHECKED BY:
DESIGNED BY:
ACAD FILE:
SHEET NO.
DRAWING NO:
OF SHEETS
REV
ISIO
N B
LOC
K
371
MA
IN S
TREE
TP.
O. B
OX
603
WA
RREN
TON
, GA
308
28
706.
465.
0900
OFF
ICE
706.
465.
0909
FA
Xci
vild
esig
nsol
utio
ns.c
omTA
X PA
RCEL
S 03
9 06
0H, 1
69.1
6 A
CRE
S
AN
DERS
ON
FA
RMS
CO
LUM
BIA
CO
UNTY
, GEO
RGIA
SEC
TION
I
1"=200'
6/17/19
SLJ
LHH
18-092
2
18-092-2
28
9/6/
19
0
GRAPHIC SCALE 1" =
200' 200'
200'
400'
PROJECT DATATAX PARCEL NO.: 039 060HPARCEL ADDRESS: LOUISVILLE ROADTOTAL PARCEL ACREAGE: 169.16 ACRESSECTION I ACREAGE: 96.07 ACRESSECTION I OPEN SPACE: 9.87 ACRESNO. LOTS: 43LOT DENSITY: 0.40 LOTS/ACRE
PROPOSED ZONING: R1
MINIMUM LOT SIZE: 40,000 SQ. FT.WATER: SERVED BY COLUMBIA CO.SEWER: ON-SITE SEPTIC SYSTEMS
FRONT SETBACK: 115' FROM CL (LOUISVILLE ROAD)FRONT SETBACK: 65' FROM CL (SUBDIVISION STREETS)SIDE SETBACK: 10'REAR SETBACK: 25'SETBACK OFF BUFFER: 10'
*Reduced paving sections will be considered only if developer provides a pavement designthat meets the county's requirements. Pavement design must be prepared by professionalengineer. Engineering services to be contacted for minimum required design criteria.
COLUMBIA COUNTY ENGINEERING DEPARTMENT.8. ALL ADDITIONAL POINTS OF ACCESS ALONG COLLECTOR ROAD NOT SHOWN ON THIS PLAN TO BE REVIEWED AND APPROVED BY
AREAS MAY REQUIRE SUBSTANTIAL CHANGES TO THIS DESIGN AND SHOULD BE DESIGNED ACCORDINGLY7. THIS STANDARD IS GIVEN FOR RESIDENTIAL AND COMMERCIAL DEVELOPMENT. HEAVY INDUSTRIAL OR HIGH TRAFFIC
COMPACTED IN PLACE RESPECTIVELY.DESIGN ENGINEER AND APPROVED BY THE COUNTY ENGINEER. HOWEVER, EACH SHALL BE NO LESS THAN 6" & 2"
6. THICKNESS OF BASE & SURFACE COURSE SHALL BE I.A.W. THE PAVEMENT SYSTEM DESIGN AS SUBMITTED BY THE 5. BASE MATERIAL TO MEET D.O.T. SECTION 815.01, COMPACTED TO 100% STANDARD PROCTOR.4. SUBBASE TO MEET D.O.T. SECTION 810.01 FOR CLASS 1-A MATERIAL.
FOR WARRANTY UNTIL ALL MATERIALS MEET THE STANDARD SPECIFICATIONS.IN HAND OR A RELEASE FROM THE COUNTY ENGINEERING DEPARTMENT. COLUMBIA COUNTY WILL NOT ACCEPT THE ROADWAY
3. NO PAVING CONTRACTOR SHALL BEGIN TO APPLY PAVING WITHOUT WRITTEN COMPACTION RESULTS OR SIEVE ANALYSIS REPLACED WITH APPROVED MATERIAL COMPACTED TO AT LEAST 100% MAXIMUM DENSITY BEFORE ANY PAVING IS APPLIED.
2. ANY AREAS OF INADEQUATELY COMPACTED SUBBASE OR BASE MATERIAL OF ANY NATURE SHALL BE REMOVED AND SHOWING COMPACTION TO BE AT LEAST 100% DRY DENSITY AS SHOWN BY STANDARD PROCTOR COMPACTION TESTS.
1. ANY FILL AREA UNDER ROADWAY EXCEEDING 18" SHALL REQUIRE REPORTS FROM A CERTIFIED TEST LABORATORY NOTES:
NOTE:PLANS PREPARED IN STATE PLANECOORDINATES NAD 83 AND USING VERTICALDATUM BASED ON NAVD 88.
NOTE:NO ACCESSORY STRUCTURE MAY BE LOCATEDWITHIN 5 FEET OF ANY SIDE OR REAR PROPERTYLINE. (PER THE PUD NARRATIVE)
ANDERSON FARMS SECTION I
FIELD DELINEATEDWETLANDS (TYP.)
100 YEAR FLOODPLAIN
100 YEAR FLOODPLAIN
100 YEAR FLOODPLAIN
100 YEAR FLOODPLAIN
50' BUFFER (LOCATEDBEHIND 10' STORM EASEMENT)
25' BUFFER
30' BUFFER
30' BUFFER
30' BUFFER
30' BUFFER
25' BUFFER
25' BUFFER
25' BUFFER
25' BUFFER
25' STATE WATERSBUFFER
25' STATE WATERSBUFFER
25' STATE WATERSBUFFER
25' STATE WATERSBUFFER
LOTS CONTAINING FLOODPLAIN
GAB TO EXTEND MIN. 12"BEYOND PAVEMENT (BOTH SIDES)
2" ASPHALT6" GAB35#/SY MIN. SOIL CEMENT
2" ASPHALT6" GAB35#/SY MIN. SOIL CEMENT
SLJ
8/7/
19A
S PE
R C
OUN
TY C
OM
MEN
TS
SOUTH SIGHTDISTANCE - 620'
SIGHT POINT
NORTH SIGHTDISTANCE - 1140'
FIREHYDRANT
FIREHYDRANT
LHH
9/6/
19A
S PE
R C
OUN
TY C
OM
MEN
TS
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