2026 Laurelwood Connector Multi-Use Path (PW-2024-06)

PROJECT LOCATION
BRIARWOOD
ROAD
230 345
TOWN OF TYRONE
STATE OF GEORGIA
LAURELWOOD DRIVE
PLAN AND PROFILE OF PROPOSED
DOWNTOWN
TYRONE
LAURELWOOD
DRIVE
R
O A
D
LAURELWOOD CONNECTOR MULTI-USE PATH
A
I
O
N
E
S
LOCATION SKETCH
TOWN OF TYRONE
FAYETTE COUNTY
DESIGN DATA:
TRAFFIC A.D.T . : N/A
TRAFFIC A.D.T . : N/A FEDERAL ROUTE # N / A
TRAFFIC D.H.V . : N/A STATE ROUTE #N /A
DIRECTIONAL D I SNT: /A
THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2024 CONSTRUCTION
% TRUCKS: N/A STANDARDS AND DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS. THE 2024
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 : 35 MPH ANY REVISIONS CONTAINED WITHIN THIS PLAN SET SUPERSEDE THE 2024 CONSTRUCTION
STANDARDS AND DETAILS BOOK WHICH THEY REVISE OR IN WHICH THERE IS A CONFLICT.
L
A U
R E
L W
LOCATION & DESIGN O O
APPROVAL DATE: N/A D
D
R
I
FUNCTIONAL CLASS: V
E
LOCAL ROAD
18" 18"
THIS PROJECT IS 100% IN
FAYETTE COUNTY AND IS BRIARWOOD ROAD
100% IN CONG. DIST. NO. 3.
18"
12" 18"
PROJECT DESIGNATION: N/A BEGIN PROJECT END PROJECT
STA. 10+00.00
STA. 15+69.91
N 1265179.9443
N 1265743.8262 E 2162400.5566
END CONSTRUCTION E 2162406.0766
STA. 15+24.39
THIS PROJECT HAS BEEN PREPARED V E N 1265704.3092
USING THE HORIZONTAL GEORGIA R I E 2162405.6897
COORDINATE SYSTEM OF 1984 (NAD D
1983)/94 WEST ZONE, AND THE NORTH D
O
AMERICAN VERTICAL DATUM (NAVD) O
OF 1988. L W LIMIT OF CONSTRUCTION
R E STA. 100+94.76
A U N 1265205.9072
L E 2162494.0364
PLANS COMPLETED - -
SCALE IN FEET
REVISIONS
0 40 80 160
COUNTY No. 113
LENGTH OF PROJECT Project No.
230345
MILES
THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY NET LENGTH OF PATH 0.1098
INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON NET LENGTH OF BRIDGES 0.0000 3090 Premiere Pa rkway, Suite 200
Duluth, GA 30097
FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE NET LENGTH OF PROJECT 0.1280
SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT NET LENGTH OF EXCEPTIONS 0.0000 (678) 417-4000 keckwood.com
OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO GROSS LENGTH OF PROJECT 0.1280
SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS. 01 -0001
00+01 00+11 00+21 00+31 00+41 00+51
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LIMIT OF CONSTRUCTION
STA. 200+78.13
N 1265713.9014
E 2162327.6521
00+102
00+002
100+00
INTERSECTION
STA 10+43.88
BRIARWOOD ROAD
STA 100+00.00
LAURELWOOD DRIVE
101+00
PROJECT NO.
BEGIN CONSTRUCTION
STA. 10+21.19
N 1265201.1333
E 2162400.7640
DRAWING No.
CONCOV

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DRAWING NO. DESCRIPTION DRAWING NO. DESCRIPTION
01-0001 COVER SHEET GEORGIA STANDARDS
02-0001 INDEX 41-0001 1120 FLARED END SECTIONS FOR PIPES (09/99)
04-0001 GENERAL NOTES 41-0002 TS-03 PEDESTRIAN FACILITIES INSTALLATION (11/20)
05-0001 TO 05-0002 TYPICAL SECTIONS 41-0003 TS-06 GROUNDING FOR TRAFFIC SIGNAL SUPPORT STRUCTURES (11/20)
13-0001 CONSTRUCTION PLANS 41-0004 T-11A PAVEMENT MARKING & RAISED PAVEMENT MARKER PLACEMENT; CONVENTIONAL ROADWAYS (7/24)
17-0001 DRIVEWAY PROFILES
23-0001 TO 23-0003 CROSS SECTIONS
26-0001 SIGNING AND MARKING PLANS EROSION CONTROL DETAILS
38-0001 TO 38-0002 SPECIAL CONSTRUCTION DETAILS 56-0001 D-20 SILT CONTROL GATES FOR STRUCTURES TYPE - 1, 2, AND 3 (4/16)
41-0001 TO 41-0004 GEORGIA STANDARDS 56-0002 D-24A TEMPORARY SILT FENCE (1/11)
52-0001 EROSION CONTROL LEGEND & UNIFORM CODE SHEET, 1 OF 7 56-0003 D-24C TEMPORARY SILT FENCE J-HOOK, INLET SEDIMENT TRAPS (1/11)
52-0002 EROSION CONTROL LEGEND & UNIFORM CODE SHEET, 2 OF 7 56-0004 D-35 PERMANENT SOIL REINFORCING MAT (TURF REINFORCING MATS) INSTALLATION ON DITCHES (1/11)
52-0003 EROSION CONTROL LEGEND & UNIFORM CODE SHEET, 3 OF 7 56-0005 D-52 BALED STRAW & COMPOST FILTER SOCK CHECK DAMS FOR EROSION CONTROL (4/16)
52-0004 EROSION CONTROL LEGEND & UNIFORM CODE SHEET, 4 OF 7 Ds1 DISTURBED AREA STABILIZATION (WITH MULCHIING ONLY)
52-0005 EROSION CONTROL LEGEND & UNIFORM CODE SHEET, 5 OF 7 56-0006 Ds2 DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING)
52-0006 EROSION CONTROL LEGEND & UNIFORM CODE SHEET, 6 OF 7 Ds4 DISTURBED AREA STABILIZATION (WITH SODDING)
52-0007 EROSION CONTROL LEGEND & UNIFORM CODE SHEET, 7 OF 7
54-0001 BMP LOCATION DETAILS
56-0001 TO 56-0006 EROSION CONTROL DETAILS
REVISION DATES
INDEX
LAURELWOOD CONNECTOR MULTI-USE PATH
TOWN OF TYRONE, GA
02 -0001
10:37:29 AM PROJECT NO.
3090 Premiere Pa rkway, Suite 200 CHECKED: DATE: DRAWING No.
Duluth, GA 30097 BACKCHECKED: DATE:
(678) 417-4000 keckwood.com CORRECTED: DATE:
10/23/2015 GPLN VERIFIED: DATE:

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GENERAL NOTES
1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE CURRENT GEORGIA DEPARTMENT OF 12.THE CONTRACTOR SHALL OBSERVE ALL APPLICABLE LOCAL, STATE, 25.THE CONTRACTOR SHALL ENSURE THAT POSITIVE AND ADEQUATE
TRANSPORTATION (GDOT) STANDARD DETAILS AND THE GDOT STANDARD SPECIFICATIONS AND FEDERAL SAFETY REGULATIONS REGARDING PIPE DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT
FOR THE CONSTRUCTION OF TRANSPORTATION SYSTEMS, LATEST EDITION, AND INSTALLATION IN TRENCHES. LIMITS. SLOPE STABILIZATION (MATTING) SHALL BE PLACED ON
SUPPLEMENTS THERETO, AS APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION. 13.THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLES 104.05 CUT AND CUT AND FILL SLOPES THAT ARE 2.5:1 OR GREATER.
2. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON THE PLANS AND ARE AND 107.07 OF THE STANDARD SPECIFICATIONS AND THE SPECIAL 26.AT LOCATIONS WHERE NEW PAVEMENT IS TO BE PLACED ADJACENT
NOT NECESSARILY ACCURATE IN LOCATION AS TO PLAN OR ELEVATION. UTILITY PROVISIONS FOR TRAFFIC CONTROL AND SEQUENCE OF OPERATIONS TO EXISTING PAVEMENT WITHOUT AN OVERLAY OR WHERE CURBING
FACILITIES SUCH AS SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON THE IN REGARDS TO MAINTENANCE OF TRAFFIC DURING CONSTRUCTION. IS TO BE PLACED ACROSS A PAVED AREA, A JOINT SHALL BE
PLANS WILL NOT RELIEVE THE CONTRACTOR OF HIS OR HER RESPONSIBILITY UNDER 14.ALL TEMPORARY SIGNING AND PAVEMENT MARKING SHALL BE IN SAWED ON A LINE ESTABLISHED BY THE ENGINEER TO ENSURE
THIS REQUIREMENT EXCEPT AS NOTED BELOW. "EXISTING UTILITY FACILITIES" MEANS ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL PAVEMENT REMOVAL TO A NEAR LINE.
ANY UTILITY THAT EXISTS ON THE PROJECT IN ITS ORIGINAL, RELOCATED, OR NEWLY DEVICES", CURRENT EDITION AND/OR AS DIRECTED BY THE 27.THE CONTRACTOR SHALL ENSURE THAT NO CONSTRUCTION-RELATED
INSTALLED POSITION. THE CONTRACTOR WILL NOT BE HELD RESPONSIBLE FOR THE COST ENGINEER. ACTIVITIES (SUCH AS THE USE OF EASEMENTS, STAGING,
OF REPAIRS TO DAMAGED UTILITY FACILITIES OTHER THAN SERVICE FROM STREET 15.ALL CUT AND FILL SLOPES SHALL BE GRASSED AS DIRECTED BY CONSTRUCTION, VEHICULAR USE, BORROW OR WASTE ACTIVITIES,
MAINS TO ABUTTING PROPERTY, WHEN SUCH FACILITIES ARE NOT SHOWN ON THE PLANS THE ENGINEER IMMEDIATELY AFTER THE SLOPES ARE ESTABLISHED SEDIMENT BASINS, TRAILER PLACEMENT, ETC.) OCCUR IN THE
AND THEIR EXISTENCE IS UNKNOWN TO THE CONTRACTOR PRIOR TO THE DAMAGES IN ORDER TO REDUCE EROSION, IF THE SEASON DOES NOT PERMIT CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES TO REMAIN IN
OCCURING, PROVIDED THE ENGINEER DETERMINES THE CONTRACTOR HAS OTHERWISE GRASSING, TEMPORARY MULCH SHALL BE USED AS DIRECTED BY THE RIGHT OF WAY.
FULLY COMPLIED WITH THE SPECIFICATIONS. ALL UTILITY FACILITIES WHICH ARE IN THE ENGINEER. REFER TO SECTION 161 OF THE STANDARD 28.GRADING COMPLETE INCLUDES BUT IS NOT LIMITED TO
CONFLICT WITH CONSTRUCTION AND ARE NOT COVERED AS SPECIFIC ITEMS IN THE SPECIFICATIONS. MOBILIZATION, CLEARING, GRUBBING, GRADING, DEMOLITION,
DETAILED ESTIMATE ARE TO BE REMOVED OR RELOCATED TO CLEAR CONSTRUCTION IN 16.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO OR TEMPORARY MEASURES, SAWCUTTING PAVEMENT, RESETTING FENCE,
ADVANCE OF THE WORK. CONCURRENT WITH LAND DISTURBANCE ACTIVITIES AND SHALL BE RESETTING MAILBOXES, REPLACING EXISTING SIGNS AND SIGN
3. UTILITY WORK COORDINATION WILL BE REQUIRED AS PART OF THIS CONTRACT. THE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT POSTS, REMOVAL OF TREES AND STUMPS, REMOVAL OF CURB AND
CONTRACTOR WILL BE REQUIRED TO USE THE ONE-CALL CENTER TELEPHONE NUMBER, CONTROL DEVICES SHALL BE INSTALLED IF DEEMED NECESSARY BY PAVEMENT, ADJUSTING MANHOLES, MANHOLE CURB ENTRANCE, 8"
811, FOR THE PURPOSE OF COORDINATING THE MARKING OF UNDERGROUND UTILITIES. ON SITE INSPECTION OR AS DIRECTED BY THE ENGINEER. UNDERWAY PIPE, FIRE HYDRANTS, WATER VALVES, WATER METERS,
THE CONTRACTOR'S ATTENTION IS CALLED TO SUBSECTION 105.06 OF THE GDOT 17.ALL SILT FENCES MUST BE PLACED AS ACCESS IS OBTAINED AND OTHER UTILITIES TO FINISH GRADE, REPLACING SPECIAL
STANDARD SPECIFICATIONS "COOPERATION WITH UTILITIES" DURING CLEARING, NO GRADING SHALL BE DONE UNTIL SILT DESIGN AND STANDARD CATCH BASIN TOPS, CONSTRUCTION
4. ALL UNDERGROUND UTILITIES ARE TO BE LOCATED BY THE UTILITY OWNER OR A FENCE INSTALLATION IS COMPLETE. IT IS THE CONTRACTOR'S TESTING, REPLACEMENT OF PRIVATE PROPERTY OWNER FEATURES
"LOCATE" FIRM PRIOR TO EARTH DISTURBING ACTIVITIES. RESPONSIBILITY TO MAINTAIN ALL SILT FENCES AND TO REPAIR (IN KIND OR TO THE SATISFACTION OF THE PRIATE OWNER)
5. IF PERMIT WORK IS WITHIN 1000 FEET OF A GDOT TRAFFIC SIGNAL, A SEPARATE OR REPLACE ANY SILT FENCE THAT IS NOT SATISFACTORY. DAMAGED OR REMOVED DURING CONSTRUCTION (THIS INCLUDES
LOCATE REQUEST IS REQUIRED. FOR MORE INFORMATION, CALL 770-531-5856. EROSION CONTROL GATES SHALL BE PLACED IMMEDIATELY AFTER ITEMS INSIDE AND OUTSIDE THE CONSTRUCTION LIMITS). ANY
6. THE CONTRACTOR SHALL STRICTLY ADHERE TO DUST CONTROL REGULATIONS. ALL AREAS DRAINAGE STRUCTURES ARE IN PLACE. ALL EROSION CONTROL TIEM NOT SPECIFIED SHALL BE CONSIDERED INCIDENTAL TO THE
SUBJECTED TO DUST FORMATION MUST BE PERIODICALLY WATERED SUFFICIENT TO DEVICES SHALL BE PLACED ACCORDING TO THE PLANS AND AS WORK AND SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR
RETARD DUST. ALL COSTS FOR DUST CONTROL SHALL BE INCLUDED IN PRICE BID FOR DIRECTED BY THE ENGINEER. SEE THE GEORGIA STANDARD GRADING COMPLETE.
GRADING COMPLETE - LUMP SUM . SPECIFICATIONS AND THE "MANUAL FOR EROSION AND SEDIMENT
7. TYPE OF GRASS OR SOD USED ON THIS PROJECT WILL BE REQUIRED TO MATCH ANY TYPE CONTROL IN GEORGIA", CURRENT EDITION REGARDING EROSION
OF GRASS OR SOD WHICH MAY BE PLANTED AND GROWING ON THE ADJACENT LAWN. I.E. CONTROL.
BERMUDA SOD FOR BERMUDA SOD, ZOYSIA FOR ZOYSIA ETC. NO SEPERATE PAYMENT WILL 18.TOWN OF TYRONE, FATETTE COUNTY DOT, AND GEORGIA DOT SHALL
BE MADE FOR ANY COST INCURRED TO COMPLY WITH THIS REQUIREMENT. BE NOTIFIED A MINIMUM OF 72 HOURS IN ADVANCE OF ALL
8. INGRESS AND EGRESS SHALL BE MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES. CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL COORDINATE
REFER TO SUB-SECTION 107.07 OF THE GDOT STANDARD SPECIFICATIONS. THIS ACTION WITH THE PROJECT ENGINEER.
9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH SUITABLE BORROW 19.CONTRACTOR TO ADJUST ALL UTILITIES TO FINISHED GRADE
MATERIAL FOR THE PROJECT AND DISPOSE OF ANY UNSUITABLE OR WASTE MATERIAL. UNLESS NOTED OTHERWISE, INCLUDING SANITARY SEWER
10.HORIZONTAL CONTROL IS BASED UPON GEORGIA STATE PLANE COORDINATION SYSTEM. MANHOLES, WATER METERS, WATER VALVES, GAS METERS, GAS
11.ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED SHALL BE IN KIND I.E. CONCRETE VALVES.
FOR CONCRETE. OFTEN WITH URBAN SHOULDERS, VALLEY GUTTER IS USED. THIS IS A 20.ANY ADJUSTMENTS OR RELOCATIONS OF FATETTE COUNTY
SEPARATE PAY ITEM FROM THE REST OF THE DRIVEWAY PAVEMENT MATERIALS. WITH DEPARTMENT OF PUBLIC WORKS' FACILITIES SHALL BE IN
CONCRETE DRIVEWAYS THE VALLEY GUTTER THICKNESS SHOULD NOT BE LESS THAN THE ACCORDANCE WITH THE DEPARTMENT'S "SPECIFICATIONS FOR THE
CONCRETE THICKNESS. CONSTRUCTION OF SEWER MAINS", WHICH IS AVALIABLE AT THE
DEPARTMENT'S OFFICE AT 115 MCDONOUGH ROAD, FATETTEVILLE,
RESIDENTIAL DRIVEWAY GEORGIA. TELEPHONE 770-461-3142
DRIVES SHALL BE CONSTRUCTED USINIG: 21. CONTRACTOR TO CONFIRM LOCATIONS OF ALL UTILITIES AND
INFORM ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION.
CONCRETE - DRIVEWAY CONCRETE, 6" THICK 22.CONTRACTOR TO FIELD VERIFY LOCATIONS OF PRECAST
STRUCTURES FOR STORM SEWER IMPROVEMENTS. NO ADDITIONAL
COMMERCIAL DRIVEWAY PAYMENT WILL BE MADE FOR REPLACEMENT STRUCTURES OR
DRIVES NOT USING THE MAINLINE PAVEMENT SHALL BE CONSTRUCTED USING: ADJUSTMENTS DUE TO UTILITY OR UNDERGROUND CONFLICTS.
23.ALL ADA WHEELCHAIR RAMPS WITHIN RADII SHALL BE 8 INCH
CONCRETE - DRIVEWAY CONCRETE, 8" THICK, STEEL REINFORCED (SEE SHEET THICK CONCRETE.
38-0001) 24. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND LOCATING
ALL EXISTING IRRIGATION SYSTEMS WITHIN THE PROJECT LIMITS
(IF APPLICABLE). NO ADDITIONAL PAYMENT WILL BE MADE FOR
REMOVING RELOCATING, OR REPLACING DAMAGED IRRIGATION
SYSTEMS.
REVISION DATES
GENERAL NOTES
LAURELWOOD CONNECTOR MULTI-USE PATH
TOWN OF TYRONE, GA
3090 Premiere Pa rkway, Suite 200
Duluth, GA 30097
(678) 417-4000 keckwood.com 04 -0001
10:37:31 AM PROJECT NO.
230345
CHECKED: DATE: DRAWING No.
BACKCHECKED: DATE:
CORRECTED: DATE:
10/23/2015 GPLN VERIFIED: DATE:

SAW CUT LOCATION DETAIL
EXISTING NEW CURB & GUTTER
SHOULDER
EXISTING WHITE
EDGE STRIPE
LOCATION OF SAW-CUT &
C EX O I N S D T I I T N I G ON O C FR U F O R W N B H T & I E T G D E U G E T E D T G O E E F R S P ( T R A R O T I P P E O E D S ) G ED E PROPOSED
2'-0"
6"
TYPICAL SECTION 1
BRIARWOOD ROAD
STA 10+49.22 TO 15+24.39
24" CURB AND GUTTER DETAIL
NOT TO SCALE
TYPICAL SECTION 2
LAURELWOOD DRIVE
STA 100+16.82 TO 100+94.76
TYPICAL SECTIONS
05-0001
"6
"8
GRADED
AGGREGATE
BASE
"8
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1'-6"
TYPE 2 CURB FACE
SEE GDOT STD. 9032B
8% SLOPE
REVISION DATES
LAURELWOOD CONNECTOR MULTI-USE PATH
TOWN OF TYRONE, GA
3090 Premiere Pa rkway, Suite 200
Duluth, GA 30097
(678) 417-4000 keckwood.com
10:37:34 AM PROJECT NO.
C L
EXISTING RIGHT OF WAY
60'-0"
2'-0"
3'-0" 12'-0" 6'-6" +/- 11'-0" +/- 11'-0"
MULTI-USE PATH GRASS STRIP EX. TRAVEL LANE EX. TRAVEL LANE
SAW-CUT PAVEMENT AT
FRONT EDGE OF PROPOSED
CURB & GUTTER
2% MAX
3:1
A
EXISTING PAVEMENT
B
0'-6"
C
EXISTING GRADE
C
L
EXISTING RIGHT OF WAY
60'-0"
VARIES 0'-0" TO 4'-0"
3'-0" 10'-0" +/- 9'-0" +/- 9'-0"
MULTI-USE PATH GRASS EX. TRAVEL LANE EX. TRAVEL LANE
STRIP
MULTI-USE PATH ENDS AT ASPHALT PAVING FROM
STA 100+69.76 STA 100+64.75 TO
STA 100+94.76
2% MAX
3:1
A
D
EXISTING GRADE
E
EXISTING ASPHALT FROM STA 100+16.82 TO STA 100+64.75
C EXISTING GRAVEL FROM STA 100+64.75 TO 100+94.76
A CONCRETE SIDEWALK, 4 IN DEPTH
B CONCRETE CURB & GUTTER, 8"X24 GA STD. 9032B, TYPE 2
C GR AGGR BASE CRS, INCL MATL, 8 IN DEPTH
D RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL, INCL TACK COAT & H LIME (220#/SY)
E RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL, INCL TACK COAT & H LIME (330#/SY)
CHECKED: DATE: DRAWING No.
NOT TO SCALE BACKCHECKED: DATE:
CORRECTED: DATE:
10/23/2015 GPLN VERIFIED: DATE:

SAW CUT LOCATION DETAIL
EXISTING NEW CURB & GUTTER SHOULDER
EXISTING WHITE
EDGE STRIPE
LOCATION OF SAW-CUT &
C EX O I N S D T I I T N I G ON O C FR U F O R W N B H T & I E T G D E U G E T E D T G O E E F R S P ( T R A R O T I P P E O E D S ) G ED E PROPOSED
2'-0"
6"
24" CURB AND GUTTER DETAIL
NOT TO SCALE
TYPICAL SECTIONS
05-0002
"6
"8
GRADED
AGGREGATE
BASE
"8
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1'-6"
TYPE 2 CURB FACE
SEE GDOT STD. 9032B
8% SLOPE
TYPICAL SECTION 3
LAURELWOOD DRIVE
STA 200+10.41 TO 200+78.13
REVISION DATES
LAURELWOOD CONNECTOR MULTI-USE PATH
TOWN OF TYRONE, GA
3090 Premiere Pa rkway, Suite 200
Duluth, GA 30097
(678) 417-4000 keckwood.com
10:37:36 AM PROJECT NO.
C L
EXISTING RIGHT OF WAY
60'-0"
2'-0"
3'-0" 12'-0" 6'-6" +/- 10'-0" +/- 10'-0"
MULTI-USE PATH GRASS STRIP EX. TRAVEL LANE EX. TRAVEL LANE
SAW-CUT PAVEMENT AT
FRONT EDGE OF PROPOSED
CURB & GUTTER
2% MAX
3:1
A
EXISTING PAVEMENT
B
0'-6"
C
EXISTING GRADE
A CONCRETE SIDEWALK, 4 IN DEPTH
B CONCRETE CURB & GUTTER, 8"X24 GA STD. 9032B, TYPE 2
C GR AGGR BASE CRS, INCL MATL, 8 IN DEPTH
CHECKED: DATE: DRAWING No.
NOT TO SCALE BACKCHECKED: DATE:
CORRECTED: DATE:
10/23/2015 GPLN VERIFIED: DATE:

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PROPOSED
2.00' DITCH
18" 18"
6.50' GRASS STRIP, TYP. 24" CURB AND GUTTER, TYP.
12" 18"
18"
LIMITS OF PAVING
GRASS STRIP VARIES
BEGIN ASPHALT PAVING TIE TO EXISTING
STA 100+64.75
REVISION DATES
CONSTRUCTION PLAN
13 -0001
10:37:44 AM PROJECT NO.
230345
L L
. .
L L
. .
X I S T . R
/ W 1 7 2 1 7 3
L E X I S T .
R / W
PL PL E R U A E L W O O D
D
R I
V E
EXIST. R/W EXIST. R/W EXIST. R/W
12' CONC. MULTI-USE PATH 12' CONC. MULTI-USE PATH
9 . 0 4 + ' 0 . 4 1 BRIARWOOD ROAD
EXIST. R/W EXIST. R/W
EXIST. R/W
W
/
R E X I S T . D D R I V E
O O PL
W
L
E
L A U R R / W PL
.
T
S
I
X
E
L L
. .
L L
. .
1 1
5 4
0 9
PROPERTY AND EXISTING R/W LINE PL BEGIN LIMIT OF ACCESS............BLA
REQUIRED R/W LINE END LIMIT OF ACCESS..............ELA
LAURELWOOD CONNECTOR MULTI-USE PATH
CONSTRUCTION LIMITS C F REQ'D LIMIT OF ACCESS
EASEMENT FOR CONSTR REQ'D LIMIT OF ACCESS & R/W TOWN OF TYRONE, GA
& MAINTENANCE OF SLOPES ORANGE BARRIER FENCE
EASEMENT FOR CONSTR OF SLOPES ESA - ENV. SENSITIVE AREA 3090 Pre D m u i l e u r t e h , P G a A rk w 3 a 0 y 0 , 9 S 7 uite 200 SCALE IN FEET C BA H C E K C C K H E E D C : KED: D D A A T T E E : : DRAWING No.
EASEMENT FOR CONSTR OF DRIVES (SEE ERIT TABLE) (678) 417-4000 keckwood.com 0 20 40 80 CORRECTED: DATE:
10/23/2015 GPLN VERIFIED: DATE:
00+01 00+11 00+21 00+31 00+41 00+51 4466++5511
N/F DEWAYNE EARL & N/F
CHARLENE M. HANSARD JACK R. & BARBARA J. DYE N/F DB 4600, PG 455 BRENDA HOUSTON DB 1649, PG 618 0022++110022 TAX ID 0742 080 TAX ID 0742 078 DB 5521, PG 127 LIMIT OF CONSTRUCTION NORTHEAST RIVER JACK (OR APPROVED TAX ID 0742 017 STA 200+78.13 EQUAL) OUTLET PROJECTION IN LIEU SPECIAL CONCRETE SPILLWAY N 1265713.9014 N/F OF GDOT STD. TP 3 RIP-RAP, SEE DETAIL SHEET 38-0002 DRIVEWAY EASEMENT E 2162327.6521 00+102 DANIEL STONE, 18" DEPTH (3.00' X 4.00') REPLACE DRIVEWAY UP ET AL CONTRACTOR TO PROVIDE SUBMITTAL
BEGIN 24" CURB TO EXISTING JOINT
BEGIN PROJECT AND GUTTER END 12' CONC. MULTI-USE PATH
STA 10+00.00 STA 10+49.23 STA 200+64.78 END 24" CURB
N 1265179.9443 REMOVE AND REPLACE AND GUTTER
E 2162400.5566 CURB CUT RAMP GDOT STD. EXISTING MAILBOX REMOVE AND REPLACE STA 200+71.28
A3/A4, TP D, TYP. TO GRASS STRIP TEMPORARY CONSTRUCTION EXISTING STOP SIGN
EASEMENT, TYP.
RELOCATE FIRE HYDRANT +46.9
TO 6.5' GRASS STRIP 10.3'
FLARED END SECTION, 18 IN
S
T
G
T
I
D
E
A
O
T
T
1
O
0
S
+
E
T
2
X
D
1
I
.
.
S
1
1
T
9
1
I
2
N
0
G PIPE
STA 14+84
REQ'D
R/W
INV. EL. 955.08
END PROJECT
BEGIN CONSTRUCTION REMOVE EXISTING REMOVE AND REPLACE EXISTING STA 15+69.91
STA 10+21.19 18" CMP 35 MPH SPEED LIMIT SIGN N 1265743.8262 N 1265201.1333
E 2162406.0766
E 2162400.7640 A-1
89(cid:176)21'15" A-2 BEGIN 12' CONC. MULTI-USE PATH CONCRETE VALLEY GUTTER +87.5 STA 10+55.32 GDOT STD. A-1 00+00 1 2 2.4' R35
79(cid:176)39'38" 100+00
INTERSECTION END CONSTRUCTION INTERSECTION
STA 10+43.88 STA 15+24.39 STA 15+32.34
BRIARWOOD ROAD N 1265704.3092 BRIARWOOD ROAD
STA 100+00.00 E 2162405.6897 STA 200+00.00
LAURELWOOD DRIVE
LAURELWOOD DRIVE
BEGIN 10' CONC. MULTI-USE PATH
STA 100+16.82
REMOVE AND REPLACE
EXISTING STOP SIGN
10' CONC. MULTI-USE PATH N/F
END 10' CONC. MULTI-USE PATH DONALD & STA 100+69.76 N/F REGINA L. CROZIER VICTORIA FREE N/F DB 4616, PG 420 CHARLES C. &
101+00 TAX ID 0738 084 HOLLY F. POURHASSAN
101+12
LIMIT OF CONSTRUCTION
STA 100+94.76
N 1265205.9072
N/F E 2162494.0364
BRANDON PAYNE

17
-0001
TOWN
OF
TYRONE,
GA
LAURELWOOD
CONNECTOR
MULTI-USE
PATH
DRIVEWAY
PROFILE
REVISION
DATES
wbentley
gplotborder-V8i-PO.tbl
1/13/2025
GPLOT-V8
230345_17.dgn
10:37:46
AM
10/23/2015
GPLN
VERIFIED:
DATE:
(678)
417-4000
keckwood.com
0
10
20
40
CORRECTED:
DATE:
Duluth,
G
A
30097
BACKCHECKED:
DATE:
3090
Premiere
Parkway,
Suite
200
SCALE
IN
FEET
CHECKED:
DATE:
DRAWING
No.
230345
PROJECT
NO.
980 980
970 970
MATCH EXISTING
77.00' 11.67% 2.00% 7.14%
960 960
12+40.91
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
CV
'01
'00.27
CV
'01
'92.63

EXISTING
18" CMP
EXISTING
12" CMP
EXISTING 18" HDPE EXISTING 18" CMP 23
-0001
CROSS
SECTIONS
970 970
963.39
960 960
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
970 970
962.78
960 960
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
962.21
960 960
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
961.67
960 960
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
961.13
960 960
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
960 960.63 960
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
960
960.16
960
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
960
959.69
960
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
960
959.12
960
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
55.44-
07.44-
47.44-
95.44-
25.34-
60.24-
18.14-
73.04-
75.83-
3:1 2.0%
2.0%
3:1
2.0%
3:1
2.0% 3:1
2.0%
3:1
3:1 2.0%
3:1 2.0%
3:1 2.0%
3:1 2.0%
(678)
417-4000
keckwood.com
0
10
20
40
Duluth,
G A
30097
3090
Premiere
Parkway,
Suite
200
SCALE
IN
FEET
TOWN
OF
TYRONE,
GA
230345
980 980
09/17/2015
SUXEN
VERIFIED:
DATE:
CORRECTED:
DATE:
BACKCHECKED:
DATE:
CHECKED:
DATE:
DRAWING
No.
LAURELWOOD
CONNECTOR
MULTI-USE
PATH
REVISION
DATES
wbentley
gplotborder-V8i-PO.tbl
1/13/2025
10:37:52
AM
GPLOT-V8
230345_23.dgn
PROJECT
NO.
BRIARWOOD ROAD 12+50
BRIARWOOD ROAD 12+25
BRIARWOOD ROAD 12+00
BRIARWOOD ROAD 11+75
BRIARWOOD ROAD 11+50
BRIARWOOD ROAD 11+25
BRIARWOOD ROAD 11+00
BRIARWOOD ROAD 10+75
BRIARWOOD ROAD 10+50

EXISTING
18" RCP
23
-0002
CROSS
SECTIONS
970 970 965.87
960 960
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
970 970 965.76
960 960
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
970 970
965.59
960 960
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
970 970 965.25
960 960
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
970 970
964.91
960 960
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
970 970
964.44
960 960
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
970 970
963.92
960 960
950 950
940-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 940
56.04-
36.04-
36.04-
28.04-
60.14-
75.14-
51.24-
3:1 2.0%
3:1 2.0%
3:1 2.0%
3:1 2.0%
3:1 2.0%
3:1 2.0%
3:1 2.0%
09/17/2015
SUXEN
VERIFIED:
DATE:
(678)
417-4000
keckwood.com
0
10
20
40
CORRECTED:
DATE:
Duluth,
G A
30097
BACKCHECKED:
DATE:
3090
Premiere
Parkway,
Suite
200
SCALE
IN
FEET
CHECKED:
DATE:
DRAWING
No.
TOWN
OF
TYRONE,
GA
REVISION
DATES
wbentley
gplotborder-V8i-PO.tbl
230345
1/13/2025
10:37:57
AM
GPLOT-V8
230345_23.dgn
PROJECT
NO.
980 980
LAURELWOOD
CONNECTOR
MULTI-USE
PATH
BRIARWOOD ROAD 14+25
BRIARWOOD ROAD 14+00
BRIARWOOD ROAD 13+75
BRIARWOOD ROAD 13+50
BRIARWOOD ROAD 13+25
BRIARWOOD ROAD 13+00
BRIARWOOD ROAD 12+75