0013344_01-001.dgn
11/21/2016
GPLOT-V8
USER:bmorden
gplotborder-V8i-PO.tbl
STATE
GRWCOV
SHEET NO.
PROJECT NUMBER
TOTAL SHEETS
GA
CITY OF DULUTH
PLAN AND PROFILE OF PROPOSED
T E
O
T
A
F
S
JU
DOM
T
I
CE
FULL DEPTH RECLAMATION AND PAVING ON
CHATTAHOOCHEE DRIVE
GWINNETT COUNTY
M
ER
OD
ION
AT
E O R G
WI
S
G
ION
UT
T
S
CONSTI
I
A
1
7
7
6
PROJECT LOCATION
T
C
E
J
O
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DP
N
E
LOCATION SKETCH
NOTE :
ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS, WRITINGS,
SO
QU
E
DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE USED IN CONNECTION
RI
VE
R
WITH THIS DOCUMENT, TO " STATE HIGHWAY DEPARTMENT OF GEORGIA ", "STATE
HIGHWAY DEPARTMENT ", GEORGIA STATE HIGHWAY DEPARTMENT ", " HIGHWAY
DR
DEPARTMENT ", OR " DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE
STATE HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN
THE DEPARTMENT OF TRANSPORTATION.
TAL
LAP
OOS
A
BLA
CK
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O
C
KD
DR
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AD
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3011 SUTTON GATE DRIVE, SUITE 130
SUWANEE, GEORGIA 30024
PREPARED BY:
TEL (800) 274-9000
FAX (770) 831-9243
PE
AC
HT
RE
E
IN
DU
ST
RI
AL
CHA
TTA
HOO
CHE
ED
R
www.clarkpatterson.com
BL
VD
PLANS COMPLETED
- -
REVISIONS
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C
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J
O
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NP
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E
B
THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY
INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON
SCALE IN FEET
FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE
SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT
OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO
SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.
CONCOV
5/20/2011
0
150
300
600
DRAWING No.
01-001
11/21/2016
2:23:40 PM
USER:bmorden
GPLOT-V8
PROJECT NUMBER
STATE
0013344_04-001.dgn
SHEET NO.
TOTAL SHEETS
GA
gplotborder-V8i-PO.tbl
GENERAL NOTES
1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE STATE OF GEORGIA STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF ROADS, AND
BRIDGES, 2001 EDITION AND SUPPLEMENTS THEREO AS APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION.
2. UTILITY WORK COORDINATION WILL BE REQUIRED AS PART OF THIS CONTRACT. THE CONTRACTOR WILL BE REQUIRED TO USE THE ONE-CALL
CENTER TELEPHONE NUMBER: 811 OR THE WEB SITE: http://www.call811.com/, FOR THE PURPOSE OF COORDINATING THE MARKING OF
UNDERGROUND UTILITIES, THE CONTRACTOR'S ATTENTION IS CALLED TO SUB-SECTION 105.06 OF THE GADOT STANDARD SPECIFICATIONS,
"COOPERATION WITH UTILITIES."
3. AT LOCATIONS WHERE NEW PAVEMENT IS TO BE PLACED ADJACENT TO EXISTING PAVEMENT WITHOUT AN OVERLAY OR WHERE CURBING IS TO
BE PLACED ACROSS A PAVED AREA, A JOINT SHALL BE SAWED ON A LINE ESTABLISHED BY THE ENGINEER TO ENSURE A PAVEMENT REMOVAL
TO A NEAT LINE.
4. THE CONTRACTOR SHALL STRICTLY ADHERE TO DUST CONTROL REGULATIONS. ALL AREAS SUBJECTED TO DUST FORMATION MUST BE
PERIODICALLY WATERED SUFFICIENTLY TO RETARD DUST.
5. INGRESS AND EGRESS SHALL BE MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES. REFER TO SUB-SECTION 107.07 OF THE GADOT
STANDARD SPECIFICATIONS.
6. WHERE EXISTING PAVEMENT MARKINGS AND LINES ARE IN CONFLICT WITH THE TRAFFIC PATTERN BEING USED ON CONSTRUCTION, THE
CONTRACTOR SHALL REMOVE OR OVERLAY LINES TO THE SATISFACTION OF THE ENGINEER SUCH THAT THE LINES TO NOT CONFUSE THE
TRAVELING PUBLIC. ALL REMAINING LINES OR MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES, LATEST EDITION, OR AS DIRECTED BY THE ENGINEER. TRAFFIC SHALL NOT BE ALLOWED ON ANY PAVEMENT NOT PROPERLY
STRIPED.
7. THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLES 104.05 AND 107.07 OF THE GDOT STANDARD SPECIFICATIONS AND THE SPECIAL
PROVISIONS FOR TRAFFIC CONTROL AND SEQUENCE OF OPERATIONS IN REGARDS TO MAINTENANCE OF TRAFFIC DURING CONSTRUCTION.
8. THE CONTRACTOR SHALL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS.
THIS MAY INCLUDE, BUT NOT LIMITED TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT
HAVE BEEN DAMAGED OR REMOVED OR REGRADING AS REQUIRED BY THE ENGINEER.
9. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND DISTURBANCE ACTIVITIES AND SHALL BE
MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IF DEEMED NECESSARY BY ONSITE
INSPECTION OR AS DIRECTED BY THE ENGINEER.
10. THE CONTRACTOR WILL BE RESPONSIBLE FOR PRE-MARKING ALL SIGNING, STRIPING, GUARDRAIL, & HANDICAP RAMPS. AFTER PRE-MARKING
IS COMPLETE, THE CONTRACTOR SHALL NOTIFY THE CITY OF DULUTH PRIOR TO INSTALLATION OF ANY PRE-MARKED ITEMS FOR THEIR
APPROVAL. THIS SHALL BE COORDINATED THROUGH THE PROJECT ENGINEER.
11. AGGREGARE SURFACE COURSE FOR TEMPORARY DRIVEWAYS, INCLUDING MATERIAL, HAUL AND PLACEMENT SHALL BE USED AT THE ENGINEER'S
DIRECTION TO FACILITATE THE MOVEMENT OF LOCAL TRAFFIC THROUGH THE CONSTRUCTION AREA DURING INCLEMENT WEATHER. WHEN USED
FOR THIS PURPOSE, SECTION 318 OF THE GADOT STANDARD SPECIFICATIONS IS MODIFIED TO PERMIT TRUCK DUMPING ON UNPREPARED WET,
MUDDY SUBGRADE. SECTION 318 IS FURTHER MODIFIED TO PERMIT THE USE OF CRUSHED STONE AS DESCRIBED IN SECTION 318.02. THE
CONTRACTOR WILL HAVE THE USE OF THE FOLLOWING MATERIALS:
A. GRADED AGGREGATE, ARTICLE 815.2.01
B. COURSE AGGREGATE, SIZE 467, ARTICLE 800.2.01
C. STABILIZED AGGREGATE, TYPE I OR II, SECTION 803.2.01 OR 803.2.02
D. CRUSHED STONE, ARTICLE 806.2.01
12. A NOTICE OF INTENT (NOI) WILL NOT BE REQUIRED FOR THIS PROJECT.
13. CONTRACTOR TO COORDINATE THE PAVEMENT RECLAMATION AT THE INTERSECTION OF CHATTAHOOCHEE DRIVE AND PEACHTREE INDUSTRIAL BLVD
WITH GWINNETT COUNTY SIGNAL ENGINEER, TOM SEVER (678)639-8800.
14. THE CONTRACTOR SHALL HAUL AWAY ALL EXCESS MATERIAL AND DEBRIS PRODUCED BY THEIR OPERATIONS.
15. RIGHT OF WAY AND PRIVATE PROPERTIES SHALL BE CLEARED OF ANY DEBRIS OR MATERIAL CREATED BY THE CONTRACTOR'S OPERATIONS.
CITY OF DULUTH
REVISION DATES
3011 SUTTON GATE DRIVE, SUITE 130
SUWANEE, GEORGIA 30024
OFFICE:
TEL (800) 274-9000
FAX (770) 831-9243
GENERAL NOTES
www.clarkpatterson.com
CHATTAHOOCHEE DRIVE
12/14/2012
GPLN
FULL DEPTH PVMT RECLAMATION
DRAWING No.
04-001
11/21/2016
2:23:53 PM GPLOT-V8
USER:bmorden
PROJECT NUMBER
STATE
0013344_05-001.dgn
SHEET NO.
TOTAL SHEETS
GA
gplotborder-V8i-PO.tbl
C
L
EXISTING
EXISTING
TRAVEL LANE
TRAVEL LANE
VARIES
VARIES
12'-6" - 14'-0"
12'-6" - 14'-0"
PROFILE GRADE
2%
2%
EXISTING CURB & GUTTER
EXISTING CURB & GUTTER
A
B
C
A
B
C
TYPICAL SECTION #1
TANGENT SECTION
CHATTAHOOCHEE DRIVE
RECYCLED ASPH CONC 9.5MM SUPERPAVE, TYPE II, GP 2 ONLY,
INCL BITUM MATL & H LIME, 137.5 LBS./S.Y.
RECYCLED ASPH CONC 19MM SUPERPAVE, GP 1 OR 2, INCL BITUM
MATL & H LIME, 220 LBS./S.Y.
FULL DEPTH RECLAMATION, STABILIZED BASE, 6"
CITY OF DULUTH
REVISION DATES
3011 SUTTON GATE DRIVE, SUITE 130
SUWANEE, GEORGIA 30024
OFFICE:
TEL (800) 274-9000
FAX (770) 831-9243
TYPICAL SECTIONS
www.clarkpatterson.com
CHATTAHOOCHEE DRIVE
12/14/2012
GPLN
FULL DEPTH PVMT RECLAMATION
DRAWING No.
05-001
11/21/2016
2:24:16 PM
USER:bmorden
GPLOT-V8
PROJECT NUMBER
STATE
0013344_13-001.dgn
SHEET NO.
TOTAL SHEETS
GA
gplotborder-V8i-PO.tbl
DR
PEACHTREE INDUSTRIAL BLVD
A
OOS
LAP
TAL
DR
VER
E RI
SOQU
END PROJECT
CK
BLA
CK
RO
A
OOS
LAP
TAL
DR
DR
E
E
H
OOC
H
A
TT
CHA
DR
NOTES:
1. THE CONTRACTOR SHALL HAUL AWAY ALL EXCESS MATERIAL AND DEBRIS
PRODUCED BY THEIR OPERATIONS.
2. RIGHT OF WAY AND PRIVATE PROPERTIES SHALL BE CLEARED OF ANY
DEBRIS OR MATERIAL CREATED BY THE CONTRACTOR'S OPERATIONS.
BEGIN PROJECT
END LIMIT OF ACCESS..............ELA
REQUIRED R/W LINE
CONSTRUCTION LIMITS
EASEMENT FOR CONSTR
& MAINTENANCE OF SLOPES
C
F
LIMIT OF ACCESS
CITY OF DULUTH
REVISION DATES
BEGIN LIMIT OF ACCESS............BLA
P
L
PROPERTY AND EXISTING R/W LINE
3011 SUTTON GATE DRIVE, SUITE 130
OFFICE:
SUWANEE, GEORGIA 30024
TEL (800) 274-9000
REQ'D R/W & LIMIT OF ACCESS
MAINLINE PLAN
FAX (770) 831-9243
www.clarkpatterson.com
SCALE IN FEET
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
12/14/2012
GPLN
CHATTAHOOCHEE DRIVE
0
100
200
400
FULL DEPTH PVMT RECLAMATION
DRAWING No.
13-001
11/21/2016
2:24:34 PM
USER:bmorden
GPLOT-V8
PROJECT NUMBER
STATE
0013344_26-001.dgn
SHEET NO.
TOTAL SHEETS
GA
gplotborder-V8i-PO - SIGN.tbl
DR
PEACHTREE INDUSTRIAL BLVD
A
OOS
LAP
TAL
DR
VER
E RI
SOQU
END PROJECT
24" SOLID WHITE (TYP)
24" SOLID WHITE (TYP)
CK
RO
DR
DR
DR
E
E
H
OOC
H
A
TT
CHA
A
OOS
LAP
TAL
24" SOLID WHITE (TYP)
CK
BLA
8" PEDESTRIAN
CROSSWALK (TYP)
5" SOLID DBL
YELLOW (TYP)
BEGIN PROJECT
TP 1 RPM YELLOW
40' OC. TYP
END LIMIT OF ACCESS..............ELA
REQUIRED R/W LINE
CONSTRUCTION LIMITS
EASEMENT FOR CONSTR
& MAINTENANCE OF SLOPES
C
F
LIMIT OF ACCESS
CITY OF DULUTH
REVISION DATES
BEGIN LIMIT OF ACCESS............BLA
P
L
PROPERTY AND EXISTING R/W LINE
3011 SUTTON GATE DRIVE, SUITE 130
OFFICE:
SUWANEE, GEORGIA 30024
TEL (800) 274-9000
REQ'D R/W & LIMIT OF ACCESS
SIGNING AND MARKING PLANS
FAX (770) 831-9243
www.clarkpatterson.com
SCALE IN FEET
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
12/14/2012
GPLN
CHATTAHOOCHEE DRIVE
0
100
200
400
FULL DEPTH PVMT RECLAMATION
DRAWING No.
26-001
11/21/2016
2:24:52 PM GPLOT-V8
USER:bmorden
PROJECT NUMBER
STATE
F:\Duluth FDPR - Chattahooche Drive\DGN\0013344_27-001.dgn
SHEET NO.
TOTAL SHEETS
GA
gplotborder-V8i-PO - SGNL.tbl
R
HEE D
AHOOC
CHATT
EXISTING 6'X40' QUADRUPOLE LOOPS
TO BE REPLACED
EXISTING TP 2 SIGNAL PULLBOX
TIE LOOP LEAD IN WIRES TO EXISTING SIGNAL PULLBOX
D
V
L
LB
A
I
R
T
S
U
D
N
EI
E
R
T
H
C
A
E
P
CITY OF DULUTH
REVISION DATES
3011 SUTTON GATE DRIVE, SUITE 130
OFFICE:
SUWANEE, GEORGIA 30024
TEL (800) 274-9000
SIGNAL PLANS
FAX (770) 831-9243
www.clarkpatterson.com
SCALE IN FEET
CHATTAHOOCHEE DRIVE
0
12/14/2012
GPLN
30
60
120
FULL DEPTH PVMT RECLAMATION
DRAWING No.
27-001