2026 Shamrock Industrial Park Emergency Access Road (PW-2024-09

230 452
TOWN OF TYRONE
STATE OF GEORGIA
PLAN AND PROFILE OF PROPOSED
SHAMROCK INDUSTRIAL PARK
EMERGENCY ACCESS ROAD
TOWN OF TYRONE
LOCATION SKETCH
STATE
DESIGN DATA:
F A Y E T T E C O U N T Y 77 1 6
AI
SUJ
GR
N C O O I
O
N T S U TTI EG O F
W D
A N
O
L O
IT
L
C
T
H U
R E
M T
E
H
F :
E
E
I N S
R
T D
E
S
N
O , D
C
C
E
R U
S
A M W
I
E
N
N I N
T
T
H
G , T S
IS
, O O
D
" R
O
S
C
P T H
U
A O
M
T T E
E
O
N
H G
T
IG R
,
H A
W
W P
H
H A
I
S
C
Y
H
U D S
IN
E E P D
C
A ,
L
O R
U
T R
D
M
E
T E O
S
N
A
B T
L
E O
L
U F
P
S
A
G E
P
D E
E
O I
R
N R
S
G C
,
I
W
O A N
R
" N ,
I T
" E S
I
C
N
T T A
G
I T
S
O
,
E N
HIGHWAY DEPARTMENT ", GEORGIA STATE HIGHWAY DEPARTMENT ", " HIGHWAY
TRAFFIC A.D.T . : N/A DEPARTMENT ", OR " DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE
TRAFFIC A.D.T . : N/A FEDERAL ROUTE # N / A STATE HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN
THE DEPARTMENT OF TRANSPORTATION.
TRAFFIC D.H.V .: N/A STATE ROUTE #N /A
DIRECTIONAL D I SNT:/A
Project NO. 230452 THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2026 CONSTRUCTION
% TRUCKS: N/A STANDARDS AND DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS. THE 2026
CONSTRUCTION STANDARDS AND DETAILS BOOK IS AVAILABLE AT:
24 HR.TRUCK S %N:/A http://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/Forms/AllItems.aspx
SPEED DESIG N :N/A ANY REVISIONS CONTAINED WITHIN THIS PLAN SET SUPERSEDE THE 2025 CONSTRUCTION STANDARDS AND DETAILS BOOK WHICH THEY REVISE OR IN WHICH THERE IS A CONFLICT.
LOCATION & DESIGN APPROVAL DATE: N/A
FUNCTIONAL CLASS: PLANS PREPARED JOHN BENJAMIN MORDEN, P.E.
N/A BY:
DESIGN
THIS PROJECT IS 100% IN
FAYETTE COUNTY AND IS
100% IN CONG. DIST. NO. 03.
PROJECT DESIGNATION: N/A
THIS PROJECT HAS BEEN PREPARED
USING THE HORIZONTAL GEORGIA
COORDINATE SYSTEM OF 1984 (NAD
1983)/94 WEST ZONE, AND THE NORTH
AMERICAN VERTICAL DATUM (NAVD)
OF 1988.
DATE CHIEF ENGINEER
PLANS COMPLETED - -
REVISIONS
SCALE IN FEET
COUNTY No. 113 0 100 200 400
LENGTH OF PROJECT Project No.
230452
MILES
THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY NET LENGTH OF ROADWAY 0.259
INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON NET LENGTH OF BRIDGES 0.000
FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE NET LENGTH OF PROJECT 0.289 3090 Premiere Parkway, Suite 200
SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT NET LENGTH OF EXCEPTIONS 0.000 Duluth, G A 30097
OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO GROSS LENGTH OF PROJECT 0.289 (678) 417-4000 keckwood.com
SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS. 01 -0001
T ICE O M
2/6/2026 GPLOT-V8 230452_01-0001.dgn
jwegmet gplotborder-V8i-PO.tbl GRWCOV
DOMWIS NOITARED
E
L C
R
I C
D
O O
W O N LIMIT OF CONSTRUCTION T T STA 25+25.10
C O N 1252213.4652
E 2160682.7424
0
0
1 0 + 1 5 + 0 0 2 0 + 0 0 2 5 + 0 0 + 4 9
5
2
EMERGENCY ACCESS ROAD
D
A
O
LIMIT OF CONSTRUCTION END PROJECT R
BEGIN PROJECT STA 11+59.33 STA 25+48.40 O D
STA 10+23.97 N 1250851.0266 N 1252234.9174 W O
N 1250715.7096 E 2160637.1930 E 2160691.8245 C K
O
E 2160636.2693 R
Project No.
DRAWING No.
CONCOV

2/6/2026 GPLOT-V8 230452_01-0002.dgn
jwegmet gplotborder-V8i-PO.tbl 230452
THE DRAWINGS AS LISTED BELOW
HAVE BEEN SIGNED AND SEALED BY
JOHN BENJAMIN MORDEN, P.E.
PE No PE042121
KECK & WOOD, INC
3090 PREMIERE PARKWAY
SUITE 200
DULUTH, GA 30097
2025.XX.XX
DRAWING No. DRAWING DESCRIPTION
01-0001 COVER SHEET
02-0001 INDEX
03-0001 REVISION SUMMARY
04-0001 - 04-0002 GENERAL NOTES
05-0001 TYPICAL SECTIONS
13-0001 CONSTRUCTION PLANS
15-0001 - 15-0002 MAINLINE ROADWAY PROFILE
23-0001 - 23-0005 CROSS SECTIONS
24-0000 - 24-0001 UTILITY PLANS
52-0001 - 52-0007 EROSION CONTROL LEGEND
54-0001 BMP LOCATION DETAILS
56-0001 - 56-0003 EROSION CONSTRUCTION DETAILS
NOTE: DRAWINGS IN SECTIONS 52 AND 56
ARE GDOT STANDARDS AND DETAILS AND ARE NOT
COVERED BY THIS SIGNATURE AND SEAL.
REVISION DATES
SIGNATURE SHEET
SHAMROCK IND PARK EMERGENCY ACCESS ROAD
TOWN OF TYRONE
3090 Premiere Parkway, Suite 200
Duluth, G A 30097
(678) 417-4000 keckwood.com 01 -0002
3:15:51 PM Project No.
CHECKED: DATE: DRAWING No.
BACKCHECKED: DATE:
CORRECTED: DATE:
10/23/2015 GPLN VERIFIED: DATE:

2/6/2026 GPLOT-V8 230452_02.dgn
jwegmet gplotborder-V8i-PO.tbl 230452
DRAWING NO. DESCRIPTION DRAWING NO. DESCRIPTION
01-0001 COVER SHEET
01-0002 SIGNATURE SHEET
02-0001 INDEX
03-0001 REVISION SUMMARY
04-0001 - 04-0002 GENERAL NOTES
05-0001 TYPICAL SECTIONS
13-0001 CONSTRUCTION PLANS
15-0001 - 15-0002 MAINLINE ROADWAY PROFILE
23-0001 - 23-0005 CROSS SECTIONS
24-0000 - 24-0001 UTILITY PLANS
52-0001 - 52-0007 EROSION CONTROL LEGEND AND CODES DATE
52-0001 EC-L1 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 1 OF 7) 03-17
52-0002 EC-L2 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 2 OF 7) 11-18
52-0003 EC-L3 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 3 OF 7) 03-17
52-0004 EC-L4 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 4 OF 7) 03-17
52-0005 EC-L5 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 5 OF 7) 03-17
52-0006 EC-L6 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 6 OF 7) 11-18
52-0007 EC-L7 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 7 OF 7) 03-17
54-0001 BMP LOCATION DETAILS
56-0001 - 56-0003 EROSION CONTROL CONSTRUCTION DETAILS
56-0001 D-24A TEMPORARY SILT FENCE (SHEET 1 OF 4) 09-22
56-0002 D-24C TEMPORARY SILT FENCE J-HOOKS, INLET SEDIMENT TRAPS (SHEET 3 OF 4) 09-22
56-0003 D-54 SOD INSTALLATION 04-16
REVISION DATES
INDEX
SHAMROCK IND PARK EMERGENCY ACCESS ROAD
TOWN OF TYRONE
3090 Premiere Pa rkway, Suite 200
Duluth, GA 30097
(678) 417-4000 keckwood.com 02 -0001
3:15:53 PM Project No.
CHECKED: DATE: DRAWING No.
BACKCHECKED: DATE:
CORRECTED: DATE:
10/23/2015 GPLN VERIFIED: DATE:

2/6/2026 GPLOT-V8 230452_03.dgn
jwegmet gplotborder-V8i-PO.tbl 230452
DATE DRAWING NO. REVISION DATE DRAWING NO. REVISION
REVISION DATES
REVISION SUMMARY
SHAMROCK IND PARK EMERGENCY ACCESS ROAD
TOWN OF TYRONE
3090 Premiere Pa rkway, Suite 200
Duluth, GA 30097
(678) 417-4000 keckwood.com 03 -0001
3:15:55 PM Project No.
CHECKED: DATE: DRAWING No.
BACKCHECKED: DATE:
CORRECTED: DATE:
10/23/2015 GPLN VERIFIED: DATE:

G ENERAL NOTES:
1. A NOTICE OF INTENT (N01) FOR STORM WATER DISCHARGE WILL BE REQUIRED FOR THIS PROJECT.
2. ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE ENVIRONMENTALLY APPROVED PRIOR TO CONSTRUCTION ACTIVITES OCCURING
pH
IN THEM. ALL COMMON FILL OR EXCESS MATERIAL DISPOSED OUTSIDE THE PROJECT RIGHT OF WAY SHALL BE PLACED IN EITHER A Resistivity
PERMITTED SOLID WASTE FACILITY, A PERMITTED INERT WASTE LANDFILL OR IN AN ENGINEERED FILL.SEE SECTION 201 OF THE
Project Number: County: P.I. Number:
STANDARD SPECIFICATION AND SUPPLEMENTS THERETO FOR ADDITIONAL INFORMATION.
3. THERE IS NO KNOWN SUITABLE PLACE TO BURY EXISTING CONSTRUCTION DEBRIS WITHIN THE PROJECT'S LIMITS. THE CONTRACTOR SHALL PROVIDE Pipe Culvert Material Alternates
AN ENVIRONMENTALLY APPROVED SITE AS SHOWN IN GA. SPECIFICATION 201 TO DISPOSE OF EXISTING CONSTRUCTION DEBRIS AT NO ADDITIONAL COST
TO THE CITY OF DOUGLAS.
CONCRETE STEEL THERMOPLASTIC
4. THE CONTRACTOR SHALL ENSURE THAT NO CONSTRUCTION-RELATED ACTIVITIES (SUCH AS
USE OF EASEMENTS, STAGING, CONSTRUCTION, VEHICULAR USE, BORROW OR WASTE ACTIVITIES, TYPE OF INSTALLATION SEDIMENT BASINS TRAILER PLACEMENT, ETC.) OCCUR UNDER THE DRIP LINE OF EXISTING TREES IN THE RIGHT OF WAY. THIS DOES NOT APPLY TO TREES WITHIN THE
CONSTRUCTION LIMITS OR LIMITS OF DISTURBANCE THAT WILL BE REMOVED OR DESTROYED TO ALLOW FOR CONSTRUCTION.
5. ANY VERTICAL CONSTRUCTION EQUIPMENT, SUCH AS CRANES, IN EXCESS OF 30 FEET ABOVE THE ROADWAY ELEVATION MUST BE
EVALUATED BY THE FAA. EVALUATION BY FILING OF "NOTICE OF PROPOSED CONSTRUCTION" FAA FORM 7460-1 MUST BE ACCOMPLISHED S
NOT EARLIER THAN 18 MONTHS AND NOT LATER THAN 120 DAYS PRIOR TO CONSTRUCTION. E-FILE AT https://oeaaa.faa.gov/oeaaa/external/portal.jsp T
O
6. ALL EXISTING DRAINAGE PIPE SHALL REMAIN UNLESS OTHERWISE NOTED ON THE PLANS. R
M
D
R
A
I
N
LEVART-NON GNIRAEB EDISTUO( )DEBDAOR INTERSTATE
NON INTERSTATE
ADT < 1,500
1,500 < ADT < 5,000
5,000 < ADT <
15,000
ADT > 15,000
& INTERSTATES
GRADE > 10%
SIDE DRAIN
PERMANENT SLOPE DRAIN
PERFORATED UNDERDRAIN
GNIRAEB
LEVART
)DEBDAOR
EDISNI(
%01
EDARG
2/6/2026 GPLOT-V8 230452_04.dgn
jwegmet gplotborder-V8i-PO.tbl 230452
5.3
0.0
0015397 COFFEE 0015397
PIPE TYPE
ALUMINUM
A R A C E S O IN H N F T C O O R R E M C T - E E 1 D 70 C S O T A C E A A O E T L R S E R H A D U T L G O U ( A T M M T Y I E N - P 3 D U 6 E M 2) STE A C E A O L C R S O R H P U A L T G A T O E A I M N D TE - Z 3 D I 6 NC C A O A A P S O T H L E T Y D O M S M E T R - E 24 E 5 L A C A O A S R L H R U T U M O G IN A M U T M - E 1 D 96 A C A O S R H H R T U D O G P A E M T - E 2 D 52 H S A C M D A O P O S R E H O R T T U T O H G Y A M L P T I E - E N 2 D 9 E " 4 S D " P S A O C M A L O Y O S R H P O R R T T U O O H G P A Y M L T L I - E N E 3 D 3 N E 0 D E SM A C O A O O S R T H R H P U T V I G O N C A T F T E - E 9 R D 4 I 9 ORD P ra V in C P M P ip r - e o 3 f A 0 il 4 A e S W H a T l O l
X
X X X X X X X X
X X X X X X X X
7.ALL EXISTING PIPES AND DRAINAGE STRUCTURES THAT, ARE PROPOSED TO BE RETAINED IN PLACE, SHALL BE CLEANED
OUT AT A MINIMUM PRIOR TO STOPPAGE OF TIME. THE ENGINEER MAY REQUIRE EXISTING PIPES AND DRAINAGE X X X X X X X X
STRUCTURES TO BE CLEANED OUT AT OTHER TIMES IF BLOCKAGE OR RESTRICTIONS ARE FOUND. THIS WORK SHALL BE
INCLUDED IN THE OVERALL BID PRICE FOR CLEARING AND GRUBBING. X X X X X
X
X X X X X
X X X X X X X X X
X X X X X X X X
X X X X X X X X
NOTE:
1. Allowable materials are indicated by an "X".
2. Structural, installation, fill heightand backfill requirements of storm drain pipe will be in accordance with Georgia Standard 1030-D or 1030-P and the Standard Specifications.
3. The Contractor shall provise additional storm sewer capacity calculations if a pipe material other than concrete is selected.
4. Pipe used under mechanically stabilized earth (MSE) walls, within MSE wall backfill, or within five feet of an MSE wall face shall be Class V Concrete Pipe.
Rev. 1-12-16
UTILITY OWNER SERVICE
ATLANTA GAS LIGHT GAS
AT&T - D TELECOMMUNICATION
COMCAST TELECOMMUNICATION
COWETA FAYETTE EMC ELECTRIC
FAYETTE COUNTY WATER SYSTEM WATER
GEORGIA POWER ELECTRIC
HC CABLE OPCO (WIDEOPENWEST) TELECOMMUNICATION
PEACHTREE CITY WATER & SEWERAGE AUTHORITY SEWER
*UTILITY LOCATION FOR THIS PROJECT WAS DETERMINED VIA UTILITY OWNER MARK-UPS.
REVISION DATES
GENERAL NOTES
3090 Premiere Pa rkway, Suite 200
Duluth, GA 30097
(678) 417-4000 keckwood.com 04 -0001
3:15:56 PM Project No.
SHAMROCK IND PARK EMERGENCY ACCESS ROAD
TOWN OF TYRONE
CHECKED: DATE: DRAWING No.
BACKCHECKED: DATE:
CORRECTED: DATE:
10/23/2015 GPLN VERIFIED: DATE:

2/6/2026 GPLOT-V8 230452_04.dgn
jwegmet gplotborder-V8i-PO.tbl 230452
GENERAL NOTES - STANDARD SIGNS
1. ALL STANDARD HIGHWAY SIGNS SHALL BE FABRICATED AND ERECTED IN 8. TYPE 3 (HIGH INTENSITY LENS) REFLECTIVE SHEETING SHALL BE USED FOR
ACCORDANCE WITH THE DETAILS SHOWN IN THE PLANS, THE MANUAL ON UNIFORM ALL STANDARD HIGHWAY SIGNS REQUIRING REFLECTORIZED BACKGROUNDS EXCEPT
TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND THE GEORGIA STANDARD AS SPECIFIED BELOW OR SPECIFIED OTHERWISE IN THE PLANS. EITHER CLASS 1
SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS. OR CLASS 2 ADHESIVE BACKING IS PERMISSIBLE.
2. SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET 9. TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL
FIELD CONDITIONS WHERE NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS RED SERIES SIGNS (R1-1, R1-2, R1-3P, R5-1, R5-1A, R5-1B).
SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT
EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR OR BY THE 10. TYPE 9 (VERY HIGH INTENSITY) FLUORESCENT YELLOW GREEN REFLECTIVE SHEETING
PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE OFFICE OF TRAFFIC SHALL BE USED FOR SCHOOL ZONE (S1-1, S2-1, S3-1, S4-3, AND THE TOP PORTION
OPERATIONS. OF THE S5-1) SIGNS, BIBYCLE CROSSING (W11-1) SIGNS, AND PEDESTRIAN CROSSING
(W11-2 AND W11A-2) SIGNS. SIGNS WITHIN THE SAME ASSEMBLY AS THE SCHOOL ZONE
3. ALL STANDARD HIGHWAY SIGNS SHALL BE ERECTED AT A HEIGHT OF 7 FEET ABOVE SIGNS SPECIFICALLY LISTED ABOVE AND ALL REGULATORY SIGNS WITHIN THE SCHOOL
THE NORMAL EDGE OF PAVEMENT TO THE BOTTOM OF THE SIGN OR ASSEMBLY, ZONE SIGNING SHALL HAVE TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING
BACKGROUNDS OF THE APPROPRIATE COLOR.
4a. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON INTERSTATE HIGHWAYS
SHALL BE 32 FEET FROM THE NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF 11. TYPE 9 (VERY HIGH INTENSITY) FLUORESCENT YELLOW REFLECTIVE SHEETING SHALL
THE SIGN(S), UNLESS SPECIFIED OTHERWISE IN THE PLANS. HORIZONTAL BE USED FOR ALL WARNING SIGNS.
CLEARANCE FOR STANDARD HIGHWAY SIGNS ON RAMPS SHALL BE 2 FEET FROM THE
NORMAL EDGE OF PAVED SHOULDER, OR EDGE OF GRADED SHOULDER WHEN PRESENT. 12. A (cid:129) INCH MINIMUM AIR SPACE SHALL BE REQUIRED BETWEEN ALL SIGN PLATES
WITHIN AN ASSEMBLY.
4b. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON ALL OTHER ROADWAYS
SHALL BE 6 FEET FROM THE EDGE OF THE PAVED SHOULDER OR 12 FEET FROM THE 13. WHERE SIGNS WITHIN AN ASSEMBLY EXTEND BELOW THE STANDARD MOUNTING HOLES
NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF THE SIGN(S), WHICHEVER IS ON THE POST(S), ADDITIONAL(cid:133)INCH DIAMETER HOLE(S), DRILLED OR
GREATER. THE HORIZONTAL CLEARANCE IN NON-MOUNTABLE CURB SECTIONS SHALL PUNCHED, SHALL BE REQUIRED TO PROPERLY MOUNT THE ASSEMBLY.
BE AT LEAST 2 FEET FROM THE CURB FACE TO THE NEARER EDGE OF THE SIGN(S).
14. INTERSTATE SHIELDS SHALL CONTAIN THE WORD GEORGIA. ALL INTERSTATE,
4c. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS MOUNTED BEHIND GUARD U.S., AND GEORGIA SHIELDS REQUIRING ALT, BUS, CONN, LOOP, OR SPUR SHALL
RAIL SHALL BE 6 FEET FROM THE FACE OF THE GUARD RAIL TO THE NEARER USE 4 INCH SERIES "D" LETTERS. REFER TO THE MANUAL ON UNIFORM TRAFFIC
EDGE OF THE SIGN(S). CONTROL DEVICES, CURRENT EDITION, FOR DETAILS.
5. SINGLE PLATE, HORIZONTAL RECTANGULAR SIGNS OVER 48 INCHES IN WIDTH 15. FOR DETAILS OF SPECIAL DESIGN HIGHWAY SIGNS, SEE DETAILS OF
SHALL BE MOUNTED ON TWO POSTS WITH 2 EACH 2 INCH x (cid:129) INCH x (WIDTH OF MISCELLANEOUS SIGNS.
SIGN) ALUMINUM OR GALVANIZED STEEL STRAPS. THE STRAPS SHALL BE FLUSH
WITH THE BACK OF THE SIGN WITH ONE EACH ACROSS THE TOP AND BOTTOM OF 16. REFER TO PLAN SHEETS FOR LOCATION OF THE DISTRICT ENGINEERS OFFICE TO
THE SIGN. THE CENTERLINE OF EACH POST SHALL BE INSET 1/6TH OF THE SIGN BE SHOWN ON ALL R552-1 (LIMITED ACCESS) SIGNS IN THIS PROJECT, IF ANY.
WIDTH FROM THE EDGE OF THE SIGN. SIGN PLATE BOLT HOLES SHALL BE (cid:133)
INCH DIAMETER, DRILLED OR PUNCHED, AS SHOWN ON THE SIGN PLATE DETAILS. 17. THE CONTRACTOR WILL, AS REQUESTED BY THE DISTRICT TRAFFIC OPERATIONS
ENGINEER, BE REQUIRED TO REMOVE ANY EXISTING SIGNS THAT ARE DUPLICATED
6. EACH 42 OR 48 INCH WIDE x 18 OR 24 INCH HIGH SIGN REQUIRES ONE 2 INCH x OR ARE CONTRARY TO THESE SIGN PLANS.
(cid:129) INCH x (WIDTH OF SIGN) ALUMINUM OR GALVANIZED STEEL STRAP LOCATED
IN THE CENTER OF THE SIGN AND FLUSH WITH THE BACK OF THE SIGN. 18. ALL EXISTING SIGNS SHALL REMAIN IN PLACE UNLESS SPECIFIED OTHERWISE.
7. SIGN ASSEMBLIES SHALL BE MOUNTED ON ALUMINUM OR GALVANIZED STEEL STRAP
FRAMES. FOR DETAILS AND STRAP SPECIFICATIONS REFER TO SIGN ASSEMBLY-
TYPICAL FRAMING DETAILS.
REVISION DATES
GENERAL NOTES
3090 Premiere Pa rkway, Suite 200
Duluth, GA 30097
(678) 417-4000 keckwood.com 04 -0002
3:15:57 PM Project No.
SHAMROCK IND PARK EMERGENCY ACCESS ROAD
TOWN OF TYRONE
CHECKED: DATE: DRAWING No.
BACKCHECKED: DATE:
CORRECTED: DATE:
10/23/2015 GPLN VERIFIED: DATE:

2/6/2026 GPLOT-V8 230452_05.dgn
jwegmet gplotborder-V8i-PO.tbl
GALOWDNDESOT
GALOWDNDESOT
REVISION DATES
TYPICAL SECTIONS
SHAMROCK IND PARK EMERGENCY ACCESS ROAD
TOWN OF TYRONE
3090 Pre
D
m
u
i
l
e
u
r
th
e
,
P
G
a
A
rk w
3
a
0
y
0
,
9
S
7
uite 200
NOT TO SCALE
(678) 417-4000 keckwood.com 05 -0001
3:15:59 PM Project No.
230452
C
L
1'-0" 10'-0" 10'-0" 1'-0"
SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER
2:1
MAX 2:1
MAX
6% 2% 2% 6%
2:1
MAX 2:1
MAX
A
TYPICAL SECTION 1
EMERGENCY ACCESS ROAD
STA. 16+75.00 TO STA. 20+75.00
C
L
1'-0" 10'-0" 10'-0" 1'-0"
SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER
2:1
MAX
2:1
MAX
6% 2% 2% 2%
2:1 MAX 2:1 MAX
A
TYPICAL SECTION 2
EMERGENCY ACCESS ROAD
STA. 11+59.33 TO STA. 16+75.00
STA. 20+75.00 TO STA. 25+48.40
AEXISTING SOIL MIXED WITH PERMAZYNE, 12 IN
CHECKED: DATE: DRAWING No.
BACKCHECKED: DATE:
CORRECTED: DATE:
10/23/2015 GPLN VERIFIED: DATE:

2/6/2026 GPLOT-V8 230452_13.dgn
jwegmet gplotborder-V8i-PO.tbl
REVISION DATES
CONSTRUCTION PLAN
SHAMROCK IND PARK EMERGENCY ACCESS ROAD
TOWN OF TYRONE
3090 Premiere Pa rkway, Suite 200 SCALE IN FEET
Duluth, GA 30097
(678) 417-4000 keckwood.com 0 50 100 200 13 -0001
3:16:06 PM Project No.
230452
CURVE #2 CURVE #3
LIMIT OF CONSTRUCTION
MATCH SE TO
SHAMROCK INDUSTRIAL PKWY
STA 25+25.10
N 1252213.4652
E 2160682.7424
END PROJECT
STA 25+48.40
N 1252234.9174
E 2160691.8245
CHECKED: DATE: DRAWING No.
BACKCHECKED: DATE:
CORRECTED: DATE:
10/23/2015 GPLN VERIFIED: DATE:
00+51 00+02 0
0 +
5 2
2
2 . 6 3 + 2 1
C P
5
3 0 9 . + 8 1 . 2 1 4 1 + 1 T 1 P C P
18.79+21
TP
92.49+42
CP
Curve# 1 Curve# 2 Curve# 3
PI Sta= 11+62.23 PI Sta= 12+67.17 PI Sta= 25+10.07
N= 1250853.9676 N= 1250955.6601 N= 1252198.8041
E= 2160636.2967 E= 2160663.0455 E= 2160676.5355
T= 19.34 T= 30.95 T= 15.79
L= 38.46 L= 61.59 L= 31.17
R= 150.00 R= 250.00 R= 80.00
E= 1.24 E= 1.91 E= 1.54
D.S.= 0 D.S.= 0 D.S.= 0
LIMIT OF CONSTRUCTION
BEGIN FULL DEPTH
MATCH EXIST CROSS SLOPE
STA 11+59.33
N 1250851.0266
3 E 2160637.1930
2
CURVE #1 .
TOP=933.2 D 6 I P I
1 1 + 6 2
PIPE I N 1 V 8 = " 9 3 H 0 D . P 0 E 0
END
F
6 2
E
' 0
N
C '
C
H
G
L
E
A T
D
S I
W O
N T A
I T
A
T
N L
H
I
S
D N 2
T
4
6
K 2
D '
+ 0
G
W
.
4 '
F
0
A
I R
-
. R
T
0
0
T E
E
0
2 2 5 + 1
0 . 0 7
INV=931.36 I
P 9
8"HDPE
+
4
8
. 8
5
2
I
EMERGENCY ACCESS ROAD P
1 2 + 6 7 . 1 7 P T 2 5 O + C 2 K 5 W . O 4 O 6 D R O A D R P I STA 12+70.00 PIPE 18" HDPE
20' LT AND 20' RT INV=930.89
BEGIN 6' CHAIN LINK WIRE
FENCE WITH 6' GATE
BEGIN PROJECT
GDOT STD. 9031N
STA 10+23.97
GDOT STD. F-02
N 1250715.7096
E 2160636.2693
COTTONWOOD CIRCLE

955 955
950 950
945 945
940 940
935 935
930 930
925 925
920 920
915 915
10+00 11+00 12+00 13+00 14+00 15+00 16+00
955 955
950 950
945 945
940 940
935 935
930 930
925 925
920 920
915 915
16+00 17+00 18+00 19+00 20+00 21+00 22+00
MAINLINE PROFILE
VERTICAL
SCALE IN FEET
SHAMROCK IND PARK EMERGENCY ACCESS ROAD
0 5 10 20
HORIZONTAL
TOWN OF TYRONE
3090 Premiere Pa rkway, Suite 200 SCALE IN FEET
Duluth, GA 30097
(678) 417-4000 keckwood.com 0 20 40 80 15 -0001
ELCRIC
DOOWNOTTOC
YTIC
EERTHCAEP
FO
YTIC
ENORYT
FO
NWOT
2/6/2026 3:16:11 PM GPLOT-V8 230452_15.dgn Project No.
jwegmet gplotborder-V8i-PO.tbl 230452
BEGIN PROJECT
STA 10+23.97
N 1250715.7096
E 2160636.2693
LIMIT OF CONSTRUCTION
STA 11+59.33
N 1250851.0266
E 2160637.1930
REVISION DATES
CHECKED: DATE: DRAWING No.
BACKCHECKED: DATE:
CORRECTED: DATE:
7/31/2015 GR220E VERIFIED: DATE:
93.439 40.539 33.539
45.46+11
CVP
64.539=LE
CVP
66.87+11
HGIHV
35.539
=LE
22.739
73.539
45.41+21
IVP
69.539=LE
IVP
71.439
67.339
45.46+21
TVP
69.239=LE
TVP
54.729
38.039
14.629
48.729
90.07+31
CVP
36.629=LE
CVP
98.429
11.529
90.54+41
IVP
41.229=LE
IVP
67.329
67.329
30.07+41
WOLV
46.329
velE
34.429
19.329
90.02+51
TVP
93.429=LE
TVP
00.529
92.529
07.529
100.00 VC 150.00 VC
K = 14.33 K = 16.67
1.00%
-6.00%
97.629
11.729
92.829
51.829
97.929
97.929
33.95+11
IVP
92.139
14.539=LE
IVP
05.139
97.239
87.239
03.439
00.439
08.539
30.739
03.739
85.939
08.839
04.22+02
CVP
74.939=LE
CVP
20.149
70.049
04.27+02
IVP
79.049=LE
IVP
04.27+02
HGIHV
22.049
=LE
47.049
99.939
04.22+12
TVP
74.939=LE
TVP
05.73+12
CVP
20.939=LE
CVP
58.839
27.839
97.86+12
WOLV
55.839
velE
19.839
100.00 VC 125.00 VC
K = 16.65 K = 10.42
00.00+22
IVP
41.739=LE
IVP
-3.00%
3.00%

996600 996600
955 955
950 950
945 945
940 940
935 935
930 930
925 925
935 935
22+00 23+00 24+00 25+00 26+00
MAINLINE PROFILE
VERTICAL
SCALE IN FEET
SHAMROCK IND PARK EMERGENCY ACCESS ROAD
0 5 10 20
HORIZONTAL
TOWN OF TYRONE
3090 Premiere Pa rkway, Suite 200 SCALE IN FEET
Duluth, GA 30097
(678) 417-4000 keckwood.com 0 20 40 80 15 -0002
DAOR
DOOWKCOR
2/6/2026 3:16:16 PM GPLOT-V8 230452_15.dgn Project No.
jwegmet gplotborder-V8i-PO.tbl 230452
END PROJECT
STA 25+48.40
N 1252234.9174
E 2160691.8245
LIMIT OF CONSTRUCTION
STA 25+25.10
N 1252213.4652
E 2160682.7424
REVISION DATES
CHECKED: DATE: DRAWING No.
BACKCHECKED: DATE:
CORRECTED: DATE:
7/31/2015 GR220E VERIFIED: DATE:
05.26+22
TVP
67.249=LE
TVP
37.37+32
CVP
77.259=LE
CVP
PVI 24+48.73
PVI EL=959.52
VHIGH 25+02.74
EL= 958.57
37.32+52
TVP
24.859=LE
TVP
150.00 VC
K = 14.34
PVI 25+25.10
PVI EL=958.40
00.00+22
IVP
41.739=LE
IVP
-1.46%
125.00 VC
K = 10.42
9.00%
19.839
20.939
52.249
17.149
23.649
41.649
54.159
36.059
58.659
98.459
27.859
06.759
58.859
65.859