2026_1_19_EAST BONNELT TRAIL BID SET.pdf
PDF 44 MB Posted
- Attached to
- E. Bonnell and E. Soule Street Trails
- Solicitation number
- PE-70760-NONST-2026-000000011
- Issued by
- Georgia
About this file
East Bonnell Street Multi-Use Trail – Construction Plans and Bid Set
This document is a comprehensive construction bid set prepared by Atkins North America, Inc. for the City of Oxford, Georgia, detailing the design specifications for the East Bonnell Street Multi-Use Trail project located in Newton County, Georgia. The project encompasses the construction of a 12-foot-wide concrete multi-use trail extending approximately 1,147 linear feet from East Bonnell Street (Highway 81/Emory Street) to Keegan Court, including a 472-linear-foot concrete boardwalk section crossing Dried Indian Creek. The construction scope includes grading and site preparation on approximately 0.81 acres of disturbed area, storm drainage infrastructure, utility coordination and relocation, erosion and sediment control measures, landscape planting with native species, removal and disposal of existing pavement and vegetation, installation of accessible ramps and curb and gutter sections, parking improvements with permeable pavers, site furnishings, lighting, and signage. The bid set consists of 41 sheets of construction documents including cover sheets, general notes, existing conditions and demolition plans, mainline trail alignment, grading and drainage plans, landscape plans with detailed planting schedules, construction details, and complete erosion, sedimentation, and pollution control (ESPCP) plans organized into three construction phases with associated best management practices.
The project is located 100 percent within Newton County, Georgia, and requires compliance with Georgia Department of Transportation (GDOT) Standard Specifications for Construction of Transportation Systems (2013 Edition), the Manual of Uniform Traffic Control Devices (2009), and City of Oxford standards. Construction costs for grading, earthwork, and debris removal are consolidated into a lump-sum "Grading Complete" bid item that includes all unsuitable material disposal and borrow material provision. The contractor is responsible for all material and geotechnical testing per GDOT standards, utility coordination with multiple entities including AT&T, City of Covington, Charter Communications, and various water and sewer providers, and maintaining positive drainage throughout construction. The City of Oxford has pre-purchased the PermaTrack boardwalk system and handrails; the contractor must provide all labor, footings, and abutments for installation. An alternate bid option is provided for specialty paving and entry columns in lieu of standard concrete trail surfaces. Traffic control, temporary site stabilization, and erosion control measures are required throughout construction, with all temporary controls to remain in place until final stabilization is achieved. The project anticipates an approximate nine-month construction duration beginning March 2026 with completion targeted for December 2026.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 2026_1_19_EAST SOULE TRAIL BID SET compressed.pdf | ||
| Oxford E_ Bonnell and E_ Soule Street Bid Man.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
REVISION DATES
DRAWING NO.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:M
:\1
C ity o f O xf or d M ul tiu se T ra ils
C D s\ C
AD
\P
R O
PO
SE
D \0
1_ C
O
VE
R _E
B.
dw g Ja n
, 2
- 6
:3 7p m
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-EB 41
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST BONNELL STREET MULTI-USE TRAIL
Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280
Certificate of Authorization #PEF000902 Expiration Date 06/30/2026
AtkinsRéalis North America
LENGTH OF PROJECT
NET LENGTH OF CONCRETE TRAIL = +/- 575 LF
NTSLOCATION SKETCH
NET LENGTH OF BOARDWALK = +/- 472 LF
DRAWINGS PREPARED BY:
PROJECT LOCATION MAP
CONSTRUCTION PLANS
FOR
EAST BONNELL STREET MULTI-USE TRAIL
TRAILS PROJECT
CITY OF OXFORD
R
IF YOU DIG GEORGIA...
CALL US FIRST!
UTILITIES PROTECTION CENTER
Know what's below.
Call before you dig.
OWNER / PRIMARY PERMITEE:
CITY OF OXFORD
110 CLARK STREET
OXFORD, GA 30054
CONTACT:
BILL ANDREW, CITY MANAGER
PHONE NO. (MAIN): 770-786-7004
EMAIL: BANDREW@OXFORDGEORGIA.ORG
NOTE:
A NOTICE OF INTENT (NOI) IS NOT REQUIRED.
PROJECT DISTURBED AREA: 35,283 SQ. FT./ 0.81 AC.
E. BONNELL ST. (HWY 81/EMORY ST.) to KEEGAN CT.
1-01
COVER SHEET
MAYOR, DAVID EADY
CITY COUNCIL POST 1: ERIK OLIVER
CITY COUNCIL POST 2: GEORGE HOLT
CITY COUNCIL POST 3: LAURA MCCANLESS
CITY COUNCIL POST 4: MIKE READY
CITY COUNCIL POST 5: JIM WINDHAM
CITY COUNCIL POST 6: JEFF WEARING
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:M
:\1
C ity o f O xf or d M ul tiu se T ra ils
C D s\ C
AD
\P
R O
PO
SE
D \0
2_
IN
D
EX
_E B.
dw g
Ja n
, 2
- 1 0:
am
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-EB 15
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST BONNELL STREET MULTI-USE TRAIL
Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280
Certificate of Authorization #PEF000902 Expiration Date 06/30/2026
AtkinsRéalis North America
2-01
INDEX SHEET
2 41
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:M
:\1
C ity o f O xf or d M ul tiu se T ra ils
C D s\ C
AD
\P
R O
PO
SE
D \0
G
EN
ER
AL
N
O
TE
S_
EB
.d w g Ja n
, 2
- 7
:2 8p m
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-EB 41
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST BONNELL STREET MULTI-USE TRAIL
Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280
Certificate of Authorization #PEF000902 Expiration Date 06/30/2026
AtkinsRéalis North America
4-01
GENERAL NOTES
GENERAL NOTES:
1. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH GDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION OF
TRANSPORTATION SYSTEMS, 2013 EDITION.
2. CONTRACTOR SHALL NOTIFY CALL-BEFORE-YOU-DIG PHONE # 811 AND HAVE UTILITY LOCATOR SERVICE LOCATE ALL UTILITIES IN PROJECT AREA PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH UTILITY
OWNERS AS NEEDED AND FIELD VERIFY ALL UTILITY LOCATIONS.
3. THE EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO ANY CONSTRUCTION. DAMAGE TO EXISTING UTILITY LINES RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL RELOCATION AND/OR RECONSTRUCTION OF EXISTING UTILITIES
NECESSARY TO PERFORM THE WORK AS SHOWN ON THE PLANS.
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PREPARING THE MEASUREMENTS TO MANAGE TRAFFIC DURING CONSTRUCTION ACTIVITIES. THE PLAN SHALL CONFORM TO THE 2009 MANUAL OF UNIFORM TRAFFIC CONTROL DEVICE AND GDOT SPECIFICATIONS ISO. ANY LANE CLOSURES MUST BE APPROVED BY AND COORDINATED WITH THE CITY PUBLIC WORKS DEPARTMENT. LANE CLOSURES WILL REQUIRE PROPER LANE TAPERS AND ADVANCE WARNINGS PER
GEORGIA DOT STANDARDS.
5. CONTRACTOR IS TO PROVIDE TEMPORARY WALKS, TEMPORARY SIGNS, AND/OR OTHER MEANS AS NECESSARY TO INSURE SAFETY AND UNINTERRUPTED OF FLOW OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE CITY A SCHEDULE OF WORK AND PLAN
SHOWING RESTRICTED AREAS DURING CONSTRUCTION.
6. SIGNAL, MARKING AND TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
7. 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 ON SITE INSPECTION OR AS DIRECTED BY THE ENGINEER.
8. HORIZONTAL CONTROL IS BASED UPON GEORGIA STATE PLANE COORDINATE SYSTEM. SEE PLANS FOR LOCATIONS OF MONUMENTS USED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION LAYOUT. REFER TO SECTION 149 OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COST
INCURRED TO COMPLY WITH THIS REQUIREMENT.
9. ALL SIDEWALKS AND CURB RAMPS WILL BE CONSTRUCTED TO MEET ALL REQUIREMENTS OF THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) AND "AMERICAN DISABILITY ACT OF 1991". SEE GDOT CONSTRUCTION DETAIL CURB CUT (WHEELCHAIR) RAMPS. RAMPS SHALL BE CONSTRUCTED AT ALL SIDE STREETS THAT INTERSECT THE SIDEWALK
CONSTRUCTION.
10. ALL EXISTING MANHOLES, VALVES, WATER METERS, FIRE HYDRANTS, SURVEY POINTS/BENCH MARKS ETC., AND OTHER UTILITIES LOCATED WITHIN THE AREAS WHERE THE SIDEWALK/TRAIL IS TO BE CONSTRUCTED SHALL BE ADJUSTED TO GRADE OR RELOCATED. THE TOPS OF THESE OBJECTS MUST REMAIN ACCESSIBLE AND FLUSH WITH THE TOP OF THE SIDEWALK OR FINISHED GRADE. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ADJUSTMENTS AND RELOCATIONS WITH UTILITY OWNERS. IF UTILITY STRUCTURES FALL WITHIN THE SIDEWALK AND TRAIL LIMITS, THE
ENTIRE STRUCTURE SHALL BE WITHIN THE CONCRETE PAVING, NOT ON ANY CONCRETE EDGES.
11. ALL DRAINAGE STRUCTURES AND PIPES SHALL BE MAINTAINED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.
12. CONTRACTOR IS TO PROVIDE SHOP DRAWINGS FOR ALL PROPOSED COMPONENTS INCLUDING ALL SITE FURNISHINGS, RAILINGS, BENCHES, SIGNES, ATHLETIC FIELD AMENITIES, AND BATTING CAGE FOR APPROVAL BY LANDSCAPE
ARCHITECT.
13. A NOTICE OF INTENT (NOI) IS NOT REQUIRED FOR THIS PROJECT.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIAL TESTING IN ACCORDANCE WITH THE GDOT SAMPLING, TESTING, AND INSPECTION GUIDE.
LAYOUT NOTES:
1. ALL DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE ELEMENTS FROM WHICH THEY ARE MEASURED, UNLESS
OTHERWISE INDICATED ON DRAWINGS.
2. ANY DEVIATION FROM THESE DRAWINGS TO BE MADE IN THE FIELD DURING CONSTRUCTION SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION AND THEN RECORDED ON "AS BUILT" DRAWINGS.
3. REPORT ALL THE FIELD LAYOUT DISCREPANCIES IMMEDIATELY TO LANDSCAPE ARCHITECT. CONTRACTOR TO VERIFY THAT ALL DIMENSIONS WORK IN THE FIELD PRIOR TO CONSTRUCTION. CONTRACTOR TO STAKE CENTERLINE OF SIGNS, FENCING, SIDEWALK/TRAIL, ATHLETIC FIELDS AND WALLS TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO
CONSTRUCTION.
4. DO NOT SCALE FROM DRAWINGS.
5. ALL PAVED AREAS ARE TO BE CONSTRUCTED IN SUCH A MANNER AS TO PREVENT PONDING OF WATER AND ALLOW FOR POSITIVE DRAINAGE. SIDEWALKS AND TRAIL SHALL BE CONSTRUCTED IN SUCH A MANNER THAT PROVIDES POSITIVE DRAINAGE. MAXIMUM CROSS SLOPE ON SIDEWALKS AND TRAILS SHALL BE 2% UNLESS OTHERWISE NOTED ON
DRAWINGS, AND SHALL SLOPE AWAY FROM BUILDINGS.
6. AT LOCATIONS WHERE NEW PAVEMENT OR NEW CURB IS TO BE PLACED ADJACENT TO EXISTING PAVEMENT WITHOUT AN OVERLAY, A JOINT SHALL BE SAWED ON A LINE ESTABLISHED BY THE ENGINEER TO ENSURE PAVEMENT REMOVAL TO A
NEAT LINE. A NEAT EDGE WILL BE INCLUDED IN GRADING COMPLETE - LUMP SUM.
7. CLEARING AND GRUBBING ON THIS PROJECT IS LIMITED TO THE ACTUAL CONSTRUCTION LIMITS. NO CLEARING AND GRUBBING BEYOND CONSTRUCTION LIMITS UNLESS DIRECTED BY THE ENGINEER. STRUCTURES, TREES, SHRUBS, AND OTHER LANDSCAPE PLANT MATERIAL THAT FALL WITHIN THE RIGHT-OF-WAY AND EASEMENT LIMITS, BUT OUTSIDE THE
LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED.
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 PLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED, OR RE-GRADING AS REQUIRED BY THE ENGINEER. EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS IN THE PLANS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO COMPLY WITH THIS
REQUIREMENT.
GRADING AND DRAINAGE NOTES:
1. ALL STRUCTURAL FILL AREAS TO BE CONSTRUCTED IN ACCORDANCE WITH GDOT STANDARDS.
2. IF EXCAVATED MATERIAL IS UNSUITABLE FOR COMPACTION, AS DETERMINED BY THE SOILS TESTING LABORATORY, THE CONTRACTOR SHALL FURNISH SUITABLE BORROW. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF
UNUSEABLE OR EXCESS MATERIALS FROM THE SITE.
3. SITE SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE OF SURFACE WATER FROM ALL PAVING AND PLANTED AREAS. ALL NEW CURB AND GUTTER AND PAVED AREAS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO
CONSTRUCTION.
4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL SURFACE AND GROUNDWATER CONTROL MEASURES.
5. GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN, ABRUPT CHANGES IN SLOPES SHALL BE WELL ROUNDED, MAXIMUM SLOPES SHALL COMPLY WITH
ADA GUIDELINES.
6. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE
TREE PROTECTION AND SILT BARRIERS ARE IN PLACE.
7. EXISTING TREES SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES. CARE SHALL BE TAKEN IN ALL GRADING ACTIVITIES TO REMAIN OUTSIDE THE DRIP LINES OF EXISTING TREES. ALL TREE PROTECTION/SILT FENCING TO BE
INSPECTED DAILY AND REPLACED OR REPAIRED AS NEEDED.
8. ALL SOILS UNDERCUTTING, OVER EXCAVATION AND UNDERDRAIN INSTALLATION SHALL BE DETERMINED AND DIRECTED BY
THE SOILS ENGINEER.
9. EXISTING DRAINAGE STRUCTURES THAT ARE AFFECTED BY THE PROJECT ARE TO BE INSPECTED AND REPAIRED AS NEEDED.
EXISTING PIPES TO REMAIN SHALL BE CLEANED OUT OF ALL SILT AND DEBRIS. PRICE IS TO BE INCLUDED IN "GRADING
COMPLETE".
10. THE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN.
11. THE ELEVATION OF MANHOLE/INLET TOPS ARE TO BE AT THE FINISHED ELEVATION OF THE PAVEMENT. THE DEFINITION OF
THE TYPE OF TOP IS AS LISTED:
WEIR INLET - THROAT - THE ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX.
DROP INLET - GRATE - THE TOP MOST PART OF THE FRAME AND GRATE.
CATCH BASIN - THROAT - THE ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX.
MANHOLE - TOP - THE TOP MOST PART OF THE RIM AND COVER CASTINGS.
12. THE CONTRACTOR SHALL PROVIDE TO THE CITY RECORD DRAWINGS OF AS-BUILT CONDITIONS AT THE COMPLETION
OF THIS PROJECT, INCLUDING DRAINAGE INVERTS AND ADJUSTED STORM PROFILES.
13. UTILITY TRENCHES SHALL BE DEWATERED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER AND THE SPECIFICATIONS, APPROVED MEASURES SHALL BE TAKEN TO INSURE THE PROPER INSTALLATION OF THE PIPING SYSTEM. THE CONTRACTOR SHALL HOLD THE OWNER AND THE ENGINEER HARMLESS FOR ADDITIONAL COSTS FOR DE-WATERING AND BACKFILL LABOR
AND MATERIALS. CONTRACTOR IS TO PROVIDE GEOTECHNICAL SERVICES.
14. EXISTING CONTOUR AND SURVEY INFORMATION IS FOR REFERENCE USE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING UNDERGROUND UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND DEMOLITION.
15. AS PART OF GRADING COMPLETE, THE CONTRACTOR IS RESPONSIBLE TO BRING ON SITE ALL NECESSARY FILL MATERIAL TO CONSTRUCT THE PROJECT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF EXCESS MATERIAL OFF SITE.
PROJECT SPECIFIC NOTES:
1. THIS PROJECT IS LOCATED 100 PERCENT WITHIN NEWTON COUNTY, GEORGIA.
2. ALL COSTS FOR EARTHWORK AND GRADING SHALL BE PAID FOR AT THE PRICE BID FOR GRADING COMPLETE - LUMP SUM. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING SUITABLE BORROW MATERIAL FOR THIS PROJECT, AND DISPOSE OF ANY UNSUITABLE OR WASTE MATERIAL. ALL FILL AREAS MUST BE COMPACTED TO MINIMUM 95% STANDARD PROCTOR. ALL AREAS WITHIN THE PROJECT LIMITS TO BE FINE GRADED AS OUTLINED IN SPECIFICATIONS. THE COSTS FOR AND SAWCUT OF PAVEMENT (ASPHALT AND CONCRETE) TO INCLUDED IN
THE BID PRICE FOR 'GRADING COMPLETE'.
3. UTILITY WORK COORDINATION WILL BE REQUIRED AS A PART OF THIS CONTRACT. REFER TO GENERAL NOTE NO. 2.
4. AT LOCATIONS WHERE NEW PAVEMENT OR NEW CURB IS TO BE PLACED ADJACENT TO EXISTING PAVEMENT WITHOUT AN OVERLAY, A JOINT SHALL BE SAWED ON A LINE ESTABLISHED BY THE CITY ENGINEER TO ENSURE PAVEMENT REMOVAL TO A NEAT LINE. A NEAT EDGE WILL BE
INCLUDED IN GRADING COMPLETE - LUMP SUM.
5. CLEARING AND GRUBBING ON THIS PROJECT IS LIMITED TO THE ACTUAL CONSTRUCTION LIMITS. NO CLEARING AND GRUBBING BEYOND CONSTRUCTION LIMITS UNLESS DIRECTED BY THE CITY / ENGINEER. STRUCTURES, TREES, SHRUBS, AND OTHER LANDSCAPE PLANT MATERIAL THAT FALL WITHIN THE RIGHT-OF-WAY AND EASEMENT LIMITS, BUT OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE
DISTURBED.
6. 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 PLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED, OR RE-GRADING AS REQUIRED BY THE CITY ENGINEER. EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS IN THE PLANS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED
TO COMPLY WITH THIS REQUIREMENT.
7. FIELD CHANGES DURING CONSTRUCTION SHALL BE SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL PRIOR TO
CONSTRUCTION COMMENCING.
8. EROSION CONTROL DRAWINGS INCLUDED IN THIS SET ARE FOR ALL PHASES OF THE PROJECT. EROSION CONTROL BMP'S (I.E. SILT FENCE, INLET SEDIMENT TRAPS, ETC.) MAY BE LEFT IN PLACE AFTER COMPLETION OF THE PRIOR PHASE OF WORK. THE CONTRACTOR SHALL PERFORM A SITE INSPECTION TO DETERMINE THE LOCATION AND CONDITION OF REMAINING BMP'S. THE CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITING BMP'S AND INSTALL ANY ADDITIONAL BMP'S REQUIRED TO COMPLETE THE PROPOSED SCOPE OF WORK. EROSION CONTROL MEASURES NOT REQUIRED MAY BE DEDUCTED FROM THE CONTRACT BY THE CITY OR LANDSCAPE ARCHITECT.
9. THE CONTRACTOR SHALL PROVIDE TO THE CITY RECORD DRAWINGS OF AS-BUILT CONDITIONS FOR ALL PROPOSED SITE IMPROVEMENTS INCLUDED AS PART OF THIS BID PHASE. THESE INCLUDE BUT ARE NOT LIMITED TO: STORM STRUCTURES (TOP AND INVERTS), AND UTILITIES.
10. CONTRACTOR IS RESPONSIBLE FOR ALL MATERIAL AND GEO-TECHNICAL TESTING PER GDOT STANDARDS AND SPECIFICATIONS; TEST
RESULTS SHALL BE PROVIDED TO OWNER AND ENGINEER FOR REVIEW AND APPROVAL.
11. ANY AND ALL IRRIGATION HEADS, BACK FLOW PREVENTERS, VALVES, AND PIPES IMPACTED BY CONSTRUCTION SHALL BE COORDINATED AND RELOCATED BY THE CONTRACTOR AND WILL BE PART OF THE WORK IN THIS PROJECT. THIS WORK SHALL BE INCLUDED IN THE BID PRICE
FOR 'GRADING COMPLETE'.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL SITE DEBRIS (LANDSCAPE PLANTING, EXISTING TREES, ROCKS, ETC.)
TO CONSTRUCT PROPOSED PROJECT.
13. THE COST FOR REMOVAL AND DISPOSAL OF EXISTING CONCRETE, EXISTING ASPHALT PAVEMENT, EXISTING GRAVEL, TREE AND STUMP REMOVAL, EXISTING CONSTRUCTION DEBRIS ITEMS, AND GRADING ACTIVITIES SHALL BE INCLUDED IN THE BID PRICE FOR 'GRADING
COMPLETE'.
14. THE CITY HAS PRE-PURCHASED THE PROPOSED PERMATRAK BOARDWALK SYSTEM AND HANDRAILS INCLUDED WITH THIS PROJECT. THE CONTRACTOR TO PROVIDE ALL MATERIALS AND LABOR REQUIRED TO CONSTRUCT PROPOSED FOOTINGS AND ABUTMENTS ASSOCIATED WITH THE BOARDWALK SYSTEM AS WELL AS ALL LABOR REQUIRED TO CONSTRUCT THE PROPOSED BOARDWALK AND RAILINGS. REFER TO TABLE ON SHEET PT-01 FOR MATERIALS SUPPLIED BY PERMATRACK AND ITEMS NOT PART OF THE PRE-PURCHASED PACKAGE. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING OF MATERIAL DELIVERIES WITH PERMATRAK , UNLOADING MATERIALS ON SITE AND MATERIAL STORAGE DURING CONSTRUCTION.. PERMATRAK CONTACT - CARRIE PARADA 706-550-8460 Cparada@permatrak.comTRAFFIC CONTROL NOTES
1. ALL TRAFFIC CONTROL AND WARNING DEVICES MUST BE SHOWN AND PLACED PER THE MUTCD. THE TRAFFIC CONTROL PLAN IS
SUBJECT TO CHANGE BY THE CITY ENGINEER.
2. TEMPORARY TRAFFIC CONTROL AND WARNING DEVICES SHALL BE PLACED PRIOR TO THE COMMENCEMENT OF ANY ROAD IMPROVEMENT WORK ON CITY ROADS AND SHALL REMAIN IN PLACE UNTIL THE CONCLUSION OF ALL SIGNING AND STRIPING WORK.
3. ALL SIGNS SHALL CONFORM TO THE MUTCD STANDARDS AND CITY STANDARDS FOR COLOR, SIZE, REFLECTIVITY, HEIGHT, AND
PLACEMENT.
4. STRIPING (WHITE AND YELLOW) AND ARROW MARKINGS SHALL BE APPLIED USING GDOT STANDARDS FOR THERMOPLASTIC
STRIPING.
5. WHEN NECESSARY, EXISTING STRIPING SHALL BE REMOVED BY HYDROBLASTING UNLESS SPECIFIED BY THE CITY ENGINEER.
6. ALL FINAL SIGNAGE MUST BE INSTALLED CONCURRENTLY WITH THE PERFORMANCE OF THE STRIPING WORK.
7. NO CLOSURES OF OR ENCROACHMENTS INTO THE PEDESTRIAN, BICYCLE, OR VEHICULAR TRAVEL AREAS SHALL BE DONE WITHOUT PRIOR APPROVAL FROM THE CITY OF UNION CITY . ALL PROPOSED PLANS FOR CLOSURES AND ENCROACHMENTS SHALL BE SUBMITTED AT LEAST TWO WEEKS PRIOR TO INTENDED BEGINNING AND MUST BE APPROVED PRIOR TO COMMENCEMENT.
8. THE CONTRACTORS ATTENTION IS DIRECTED TO ARTICLES 104.05 AND 107.07 OF THE STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS FOR TRAFFIC CONTROL AND SEQUENCE OF OPERATIONS IN REGARDS TO MAINTENANCE OF TRAFFIC DURING CONSTRUCTION. FOR ADDITIONAL TRAFFIC CONTROL NOTES SEE GDOT STD. DRAWING NO. 9100.
9. PRICE BID FOR TRAFFIC CONTROL - LUMP SUM SHALL INCLUDE, BUT IS NOT LIMITED TO, CONSTRUCTION, MAINTENANCE, AND REMOVAL OF TEMPORARY SIGNING AND PAVEMENT MARKINGS, BARRICADES, CHANNELIZING DEVICES, ETC. REQUIRED FOR MAINTENANCE OF TRAFFIC DURING CONSTRUCTION. ALL TEMPORARY SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", CURRENT EDITION AND/OR AS DIRECTED BY THE
ENGINEER.
10. NO SEPARATE PAYMENT WILL BE MADE FOR AGGREGATE SURFACE COURSE FOR MAINTENANCE OF TRAFFIC. COSTS FOR AGGREGATE SURFACE COURSE FOR MAINTENANCE OF TRAFFIC SHALL BE INCLUDED UNDER THE PRICE BID FOR TRAFFIC CONTROL - LUMP SUM. QUANTITY SHOWN IN PLANS FOR AGGREGATE SURFACE COURSE IS FOR FINISHED DRIVEWAYS ONLY.
11. WARNING DEVICES SHALL BE PLACED PRIOR TO COMMENCEMENT OF ANY ROAD IMPROVEMENT WORK AND SHALL REMAIN IN
PLACE UNTIL THE CONCLUSION OF ALL SIGNING AND STRIPING WORK.
NAME SERVICE ADDRESS CONTACT
AT&T TELEPHONE DAVID WAGONER
CITY OF COVINGTON PHIL DUFFEY
CITY OF OXFORD
ANDY GRIFFIN
GDOT
675 W PEACHTREE STREET NW
ATLANTA, GA 30308
EMORY UNIVERSITY 400 CHASTAIN CENTER BOULEVARD
KENNESAW, GEORGIA 30144
600 WEST PEACHTREE NW
ATLANTA, GEORGIA 30308
K. WATKINSELECTRIC, SEWER,
TELEPHONE
TRAFFIC, ELECTRIC A. ROBINSON
UTILITY OWNERS:
THE FOLLOWING KNOWN UTILITY OWNERS HAVE FACILITIES WITHIN THE LIMITS OF THE PROJECT AND MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION OR MAY INSTALL NEW FACILITIES CONCURRENTLY WITH THE CONSTRUCTION WORK
ELECTRIC, GAS,
WATER, SEWER
WATER
NETWORK COMMUNICATIONS
110 WEST CLARK STREET
OXFORD, GEORGIA 30054
2194 EMORY STREET NW,
COVINGTON, GEORGIA 30014
CHARTER COMMUNICATIONS - SUMMERVILLE TELEPHONE
131 WEST FIRST AVENUE
SUMMERVILLE, GEORGIA 30747
UTILITY OWNERS
S SSx SSx SSx SSx SSx
COLLEEN DAVIS CHRISTIAN
X006 013
322 EMORY ST
DB 3812 PG 148
ERIK T & WAYNE D WIKINSON
X006 012
106 E BONNELL ST
DB 4528 PG 384
PB 40 PG 25
THERESA WARREN
X006 012B
108 E BONNELL ST
DB 3895 PG 31
PB 40 PG 25
PB 10 PG 41A
CLAYTON J FARMER & AVA HART
X006 012A
110 E BONNELL ST
DB 4577 PG 484
PB 40 PG 25
PB 10 PG 41A
JAMES WALTON PHILLIPS
X006 011
318 EMORY ST
DB 3719 PG 321
EMORY UNIVERSITY
X005 015
406 EMORY ST
DB 2955 PG 434
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 X X X X X X X X X X X X X X X
0 20 40 80
SCALE IN FEET
REVISION DATES
DRAWING NO.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:M
:\1
C ity o f O xf or d M ul tiu se T ra ils
C D s\ C
AD
\P
R O
PO
SE
D \1
0_
EX
IS
TI
N G
C O
N D
IT
IO
N S_
EB
.d w g
Ja n
, 2
- 8 :3
9p m
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-EB 41
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST BONNELL STREET MULTI-USE TRAIL
Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280
Certificate of Authorization #PEF000902 Expiration Date 06/30/2026
AtkinsRéalis North America
10-01
EXISTING CONDITIONS
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
-0
S
CO
S
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
SS
x
SS
x
W D BALLARD BELOVED WIFE TRUST
X006 010
HILLCREST DR
DB 4453 PG 113
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 X X X X X X
X X X X X X X X X X X
SDx
SD
x
SD
x
SDx
SDx X
SDx
FL
O
O D
ZO
NE
"X
FL
O
O D
ZO
NE
"S
HA
DE
D
X"
FL
O
O D
ZO
NE
"S
HA
DE
D
X"
FL
O
O D
ZO
NE
"A
FLOOD ZONE "X"
FLOOD ZONE "SHADED X"
FL
O
O D
Z O
N E
"S H
AD
ED
X
FL
O
O D
Z O
N E
"A
JAMES WALTON PHILLIPS
X006 011
318 EMORY ST
DB 3719 PG 321
EMORY UNIVERSITY
X005 015
406 EMORY ST
DB 2955 PG 434
25' STREAM BUFFER
25' STREAM BUFFER
25' STREAM BUFFER
WETLAND
WETLAND
WETLAND
0 20 40 80
SCALE IN FEET
REVISION DATES
DRAWING NO.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:M
:\1
C ity o f O xf or d M ul tiu se T ra ils
C D s\ C
AD
\P
R O
PO
SE
D \1
0_
EX
IS
TI
N G
C O
N D
IT
IO
N S_
EB
.d w g
Ja n
, 2
- 8 :3
9p m
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-EB 41
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST BONNELL STREET MULTI-USE TRAIL
Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280
Certificate of Authorization #PEF000902 Expiration Date 06/30/2026
AtkinsRéalis North America
10-02
EXISTING CONDITIONS
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
-0
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
S
S
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
JAMES WALTON PHILLIPS
X006 001
WADE ST
DB 3719 PG 323
CITY OF OXFORD
X061A 009
7135 KEEGAN CT
DB 4230 PG 185
PB 47 PG 217
X X X X X X X X X
X
X
SSx
SSx
SSx
SSx
EMORY UNIVERSITY
X005 015
406 EMORY ST
DB 2955 PG 434
FL
O
O D
Z O
N E
"A
FL
O
O D
Z O
N E
"A E"
FLO
O
D
ZO
N E "A"
FLO
O
D
ZO
N
E "AE"
FL
O
O D
Z O
N E
"S H
AD
ED
X
FL
O
O D
Z O
N E
"A
FL
O
O D
Z O
N E
"A
FL
O
O D
Z O
N E
"A E"
FLO
O
D
ZO
N E "A"
FLO
O
D
ZO
N
E "AE"
25' STREAM BUFFER
25' STREAM BUFFER
CENTER LINE
CENTER LINE
25' STREAM
BUFFER
25' STREAM
BUFFER
0 20 40 80
SCALE IN FEET
REVISION DATES
DRAWING NO.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:M
:\1
C ity o f O xf or d M ul tiu se T ra ils
C D s\ C
AD
\P
R O
PO
SE
D \1
0_
EX
IS
TI
N G
C O
N D
IT
IO
N S_
EB
.d w g
Ja n
, 2
- 8 :3
9p m
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-EB 41
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST BONNELL STREET MULTI-USE TRAIL
Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280
Certificate of Authorization #PEF000902 Expiration Date 06/30/2026
AtkinsRéalis North America
10-03
EXISTING CONDITIONS
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
-0
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
CO
W
W
COM
FOHH
COM
W WW
D
D
SS
SS
x
SS
x
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
CITY OF OXFORD
X061A 010
7111 KEEGAN CT
DB 4230 PG 185
PB 47 PG 217
CITY OF OXFORD
X061A 011
7101 KEEGAN CT
DB 4230 PG 185
PB 47 PG 217
POOLE FAMILY LLLP
C061A 012
7108 KEEGAN CT
DB 4055 PG 577
PB 47 PG 217
POOLE FAMILY LLLP
C061A 013
7138 KEEGAN CT
DB 4055 PG 595
PB 47 PG 217
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
X
X
X X
X X
X
X
X
X
X
X
X
X
X X
X X
X
SSx
SSx
FLOOD ZONE "X"
FLO
O
D ZO
NE "SHADED X"
FLO
O
D ZO
NE "SHADED X"
FLO
O
D ZO
NE "A"
FLO
O
D
ZO
N E "X"
FLO
O
D
ZO
N
E "SH
AD
ED
X"
CITY OF OXFORD
X061A 009
7135 KEEGAN CT
DB 4230 PG 185
PB 47 PG 217
0 20 40 80
SCALE IN FEET
REVISION DATES
DRAWING NO.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:M
:\1
C ity o f O xf or d M ul tiu se T ra ils
C D s\ C
AD
\P
R O
PO
SE
D \1
0_
EX
IS
TI
N G
C O
N D
IT
IO
N S_
EB
.d w g
Ja n
, 2
- 8 :3
9p m
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-EB 41
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST BONNELL STREET MULTI-USE TRAIL
Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280
Certificate of Authorization #PEF000902 Expiration Date 06/30/2026
AtkinsRéalis North America
10-04
EXISTING CONDITIONS
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
14 12
10 23 10 2310 23
S SSx SSx SSx SSx SSx
COLLEEN DAVIS CHRISTIAN
X006 013
322 EMORY ST
DB 3812 PG 148
ERIK T & WAYNE D WIKINSON
X006 012
106 E BONNELL ST
DB 4528 PG 384
PB 40 PG 25
THERESA WARREN
X006 012B
108 E BONNELL ST
DB 3895 PG 31
PB 40 PG 25
PB 10 PG 41A
CLAYTON J FARMER & AVA HART
X006 012A
110 E BONNELL ST
DB 4577 PG 484
PB 40 PG 25
PB 10 PG 41A
JAMES WALTON PHILLIPS
X006 011
318 EMORY ST
DB 3719 PG 321
EMORY UNIVERSITY
X005 015
406 EMORY ST
DB 2955 PG 434
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 X X X X X X X X X X X X X X X
PLAN NOTES
1. SAWCUT AND REMOVE EXISTING FULL DEPTH ASPHALT
PAVEMENT AND GAB AND DISPOSE OF SITE
2. REMOVE EXISTING CURB AND GUTTER AND DISPOSE OF
OFF SITE
3. MILL EXISTING ASPHALT PAVEMENT MIN 2" DEPTH. BASE
BID
4. MILL EXISTING ASPHALT PAVEMENT MIN 2" DEPTH.
ALTERNATE BID
5. REMOVE EXISTING TREE/SHRUB/VEGETATION AND
STUMP AND DISPOSE OF OFF SITE
6. EXISTING TREE / SHRUB / VEGETATION PROTECT IN
PLACE
7. EXISTING CURB AND GUTTER, PROTECT IN PLACE
8. EXISTING UTILITY POLE, PROTECT IN PLACE
9. REMOVE ONE SECTION OF CHAIN LINK FENCE (+/- 10'),
ADD NEW CORNER POST AND RESTRETCH FABRIC
10. EXISTING PAVEMENT, PROTECT IN PLACE
11. REMOVE EXISTING STORM STRUCTURE
12. EXISTING FIRE HYDRANT, PROTECT IN PLACE
13. EXISTING UTILITY POLE TO BE REMOVED BY OTHERS
PRIOR TO CONSTRUCTION
14. REMOVE AND REPLACE EXISTING SIGN WITH APPROVED
MUTCD STANDARD SIGN
15. EXISTING SANITARY SEWER MANHOLE, PROTECT IN
PLACE. RESET IF REQUIRED TO MATCH PROPOSED
GRADE.
16. EXISTING WATER VALVE/METER, PROTECT IN PLACE.
RESET IF REQUIRED BY PROPOSED GRADES.
17. EXISTING CLEANOUT, PROTECT IN PLACE. RESET TO
PROPOSED GRADE.
18. EXISTING WATER VALVE MARKING POST, PROTECT IN
PLACE.
19. EXISTING WIRE FENCE, PROTECT IN PLACE.
20. EXISTING WOOD RAIL FENCE, PROTECT IN PLACE.
21. EXISTING WETLAND, PROTECT IN PLACE
22. REMOVE EXISTING SILT FENCE AND DISPOSE OF OFF
SITE
23. EXISTING MAILBOX, PROTECT IN PLACE
LEGEND
OR
X
PLAN NOTE CALL OUT
LAND DISTURBANCE LIMIT AND
TREE SAVE/PROTECTION FENCING
REMOVE EXISTING
TREE AND STUMP
REMOVE EXISTING
CURB AND GUTTER
REMOVE EXISTING ASPHALT
REMOVE EXISTING VEGETATION
AND STUMPS
ALTERNATE BID ASPHALT MILLING
REMOVE EXISTING CONCRETE
EXISTING FLOODZONE 'AE'
EXISTING WETLANDS
EXISTING FLOODZONE 'A'
EXISTING FLOODZONE 'SHADED X'
25' STREAM BUFFER
BASE BID ASPHALT MILLING
0 20 40 80
SCALE IN FEET
REVISION DATES
DRAWING NO.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:M
:\1
C ity o f O xf or d M ul tiu se T ra ils
C D s\ C
AD
\P
R O
PO
SE
D \1
2_ D
EM
O
_E B.
dw g
Ja n
, 2
- 8 :3
7p m
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-EB 41
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST BONNELL STREET MULTI-USE TRAIL
Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280
Certificate of Authorization #PEF000902 Expiration Date 06/30/2026
AtkinsRéalis North America
12-01
DEMOLITION PLAN
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
8 8
21 19
6 6 6
25' STREAM BUFFER
25' STREAM
BUFFER
25' STREAM BUFFER WETLAND
WETLAND
WETLAND
S
CO
S
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
SS
x
SS
x
W D BALLARD BELOVED WIFE TRUST
X006 010
HILLCREST DR
DB 4453 PG 113
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 X X X X X X
X X X X X X X X X X X
SDx
SD
x
SD
x
SDx
SDx X
SDx
FL
O
O D
ZO
NE
"X
FL
O
O D
ZO
NE
"S
HA
DE
D
X"
FL
O
O D
ZO
NE
"S
HA
DE
D
X"
FL
O
O D
ZO
NE
"A
FLOOD ZONE "X"
FLOOD ZONE "SHADED X"
FL
O
O D
Z O
N E
"S H
AD
ED
X
FL
O
O D
Z O
N E
"A
JAMES WALTON PHILLIPS
X006 011
318 EMORY ST
DB 3719 PG 321
EMORY UNIVERSITY
X005 015
406 EMORY ST
DB 2955 PG 434
PLAN NOTES
1. SAWCUT AND REMOVE EXISTING FULL DEPTH ASPHALT
PAVEMENT AND GAB AND DISPOSE OF SITE
2. REMOVE EXISTING CURB AND GUTTER AND DISPOSE OF
OFF SITE
3. MILL EXISTING ASPHALT PAVEMENT MIN 2" DEPTH. BASE
BID
4. MILL EXISTING ASPHALT PAVEMENT MIN 2" DEPTH.
ALTERNATE BID
5. REMOVE EXISTING TREE/SHRUB/VEGETATION AND
STUMP AND DISPOSE OF OFF SITE
6. EXISTING TREE / SHRUB / VEGETATION PROTECT IN
PLACE
7. EXISTING CURB AND GUTTER, PROTECT IN PLACE
8. EXISTING UTILITY POLE, PROTECT IN PLACE
9. REMOVE ONE SECTION OF CHAIN LINK FENCE (+/- 10'),
ADD NEW CORNER POST AND RESTRETCH FABRIC
10. EXISTING PAVEMENT, PROTECT IN PLACE
11. REMOVE EXISTING STORM STRUCTURE
12. EXISTING FIRE HYDRANT, PROTECT IN PLACE
13. EXISTING UTILITY POLE TO BE REMOVED BY OTHERS
PRIOR TO CONSTRUCTION
14. REMOVE AND REPLACE EXISTING SIGN WITH APPROVED
MUTCD STANDARD SIGN
15. EXISTING SANITARY SEWER MANHOLE, PROTECT IN
PLACE. RESET IF REQUIRED TO MATCH PROPOSED
GRADE.
16. EXISTING WATER VALVE/METER, PROTECT IN PLACE.
RESET IF REQUIRED BY PROPOSED GRADES.
17. EXISTING CLEANOUT, PROTECT IN PLACE. RESET TO
PROPOSED GRADE.
18. EXISTING WATER VALVE MARKING POST, PROTECT IN
PLACE.
19. EXISTING WIRE FENCE, PROTECT IN PLACE.
20. EXISTING WOOD RAIL FENCE, PROTECT IN PLACE.
21. EXISTING WETLAND, PROTECT IN PLACE
22. REMOVE EXISTING SILT FENCE AND DISPOSE OF OFF
SITE
23. EXISTING MAILBOX, PROTECT IN PLACE
LEGEND
OR
X
PLAN NOTE CALL OUT
LAND DISTURBANCE LIMIT AND
TREE SAVE/PROTECTION FENCING
REMOVE EXISTING
TREE AND STUMP
REMOVE EXISTING
CURB AND GUTTER
REMOVE EXISTING ASPHALT
REMOVE EXISTING VEGETATION
AND STUMPS
ALTERNATE BID ASPHALT MILLING
REMOVE EXISTING CONCRETE
EXISTING FLOODZONE 'AE'
EXISTING WETLANDS
EXISTING FLOODZONE 'A'
EXISTING FLOODZONE 'SHADED X'
25' STREAM BUFFER
BASE BID ASPHALT MILLING
0 20 40 80
SCALE IN FEET
REVISION DATES
DRAWING NO.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:M
:\1
C ity o f O xf or d M ul tiu se T ra ils
C D s\ C
AD
\P
R O
PO
SE
D \1
2_ D
EM
O
_E B.
dw g
Ja n
, 2
- 8 :3
7p m
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-EB 41
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST BONNELL STREET MULTI-USE TRAIL
Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280
Certificate of Authorization #PEF000902 Expiration Date 06/30/2026
AtkinsRéalis North America
12-02
DEMOLITION PLAN
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
-0
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
X
6 6
15 5 15
25' STREAM BUFFER
25' STREAM BUFFER
CENTER LINE
CENTER LINE
25' STREAM
BUFFER
25' STREAM
BUFFER
S S
S
S
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
JAMES WALTON PHILLIPS
X006 001
WADE ST
DB 3719 PG 323
CITY OF OXFORD
X061A 009
7135 KEEGAN CT
DB 4230 PG 185
PB 47 PG 217
X X X X X X X X X
X
X
SSx
SSx
SSx
SSx
EMORY UNIVERSITY
X005 015
406 EMORY ST
DB 2955 PG 434
FL
O
O D
Z O
N E
"A
FL
O
O D
Z O
N E
"A E"
FLO
O
D
ZO
N E "A"
FLO
O
D
ZO
N
E "AE"
FL
O
O D
Z O
N E
"S H
AD
ED
X
FL
O
O D
Z O
N E
"A
FL
O
O D
Z O
N E
"A
FL
O
O D
Z O
N E
"A E"
FLO
O
D
ZO
N E "A"
FLO
O
D
ZO
N
E "AE"
PLAN NOTES
1. SAWCUT AND REMOVE EXISTING FULL DEPTH ASPHALT
PAVEMENT AND GAB AND DISPOSE OF SITE
2. REMOVE EXISTING CURB AND GUTTER AND DISPOSE OF
OFF SITE
3. MILL EXISTING ASPHALT PAVEMENT MIN 2" DEPTH. BASE
BID
4. MILL EXISTING ASPHALT PAVEMENT MIN 2" DEPTH.
ALTERNATE BID
5. REMOVE EXISTING TREE/SHRUB/VEGETATION AND
STUMP AND DISPOSE OF OFF SITE
6. EXISTING TREE / SHRUB / VEGETATION PROTECT IN
PLACE
7. EXISTING CURB AND GUTTER, PROTECT IN PLACE
8. EXISTING UTILITY POLE, PROTECT IN PLACE
9. REMOVE ONE SECTION OF CHAIN LINK FENCE (+/- 10'),
ADD NEW CORNER POST AND RESTRETCH FABRIC
10. EXISTING PAVEMENT, PROTECT IN PLACE
11. REMOVE EXISTING STORM STRUCTURE
12. EXISTING FIRE HYDRANT, PROTECT IN PLACE
13. EXISTING UTILITY POLE TO BE REMOVED BY OTHERS
PRIOR TO CONSTRUCTION
14. REMOVE AND REPLACE EXISTING SIGN WITH APPROVED
MUTCD STANDARD SIGN
15. EXISTING SANITARY SEWER MANHOLE, PROTECT IN
PLACE. RESET IF REQUIRED TO MATCH PROPOSED
GRADE.
16. EXISTING WATER VALVE/METER, PROTECT IN PLACE.
RESET IF REQUIRED BY PROPOSED GRADES.
17. EXISTING CLEANOUT, PROTECT IN PLACE. RESET TO
PROPOSED GRADE.
18. EXISTING WATER VALVE MARKING POST, PROTECT IN
PLACE.
19. EXISTING WIRE FENCE, PROTECT IN PLACE.
20. EXISTING WOOD RAIL FENCE, PROTECT IN PLACE.
21. EXISTING WETLAND, PROTECT IN PLACE
22. REMOVE EXISTING SILT FENCE AND DISPOSE OF OFF
SITE
23. EXISTING MAILBOX, PROTECT IN PLACE
LEGEND
OR
X
PLAN NOTE CALL OUT
LAND DISTURBANCE LIMIT AND
TREE SAVE/PROTECTION FENCING
REMOVE EXISTING
TREE AND STUMP
REMOVE EXISTING
CURB AND GUTTER
REMOVE EXISTING ASPHALT
REMOVE EXISTING VEGETATION
AND STUMPS
ALTERNATE BID ASPHALT MILLING
REMOVE EXISTING CONCRETE
EXISTING FLOODZONE 'AE'
EXISTING WETLANDS
EXISTING FLOODZONE 'A'
EXISTING FLOODZONE 'SHADED X'
25' STREAM BUFFER
BASE BID ASPHALT MILLING
0 20 40 80
SCALE IN FEET
REVISION DATES
DRAWING NO.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:M
:\1
C ity o f O xf or d M ul tiu se T ra ils
C D s\ C
AD
\P
R O
PO
SE
D \1
2_ D
EM
O
_E B.
dw g
Ja n
, 2
- 8 :3
8p m
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-EB 41
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST BONNELL STREET MULTI-USE TRAIL
Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280
Certificate of Authorization #PEF000902 Expiration Date 06/30/2026
AtkinsRéalis North America
12-03
DEMOLITION PLAN
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
-0
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
S
CO
CO
W
W
FOHH
W WW
D
D
SS
SS
x
SS
x
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
CITY OF OXFORD
X061A 010
7111 KEEGAN CT
DB 4230 PG 185
PB 47 PG 217
CITY OF OXFORD
X061A 011
7101 KEEGAN CT
DB 4230 PG 185
PB 47 PG 217
POOLE FAMILY LLLP
C061A 012
7108 KEEGAN CT
DB 4055 PG 577
PB 47 PG 217
POOLE FAMILY LLLP
C061A 013
7138 KEEGAN CT
DB 4055 PG 595
PB 47 PG 217
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
X
X
X X
X X
X
X
X
X
X
X
X
X
X X
X X
X
SSx
SSx
FLOOD ZONE "X"
FLO
O
D ZO
NE "SHADED X"
FLO
O
D ZO
NE "SHADED X"
FLO
O
D ZO
NE "A"
FLO
O
D
ZO
N E "X"
FLO
O
D
ZO
N
E "SH
AD
ED
X"
CITY OF OXFORD
X061A 009
7135 KEEGAN CT
DB 4230 PG 185
PB 47 PG 217
PLAN NOTES
1. SAWCUT AND REMOVE EXISTING FULL DEPTH ASPHALT
PAVEMENT AND GAB AND DISPOSE OF SITE
2. REMOVE EXISTING CURB AND GUTTER AND DISPOSE OF
OFF SITE
3. MILL EXISTING ASPHALT PAVEMENT MIN 2" DEPTH. BASE
BID
4. MILL EXISTING ASPHALT PAVEMENT MIN 2" DEPTH.
ALTERNATE BID
5. REMOVE EXISTING TREE/SHRUB/VEGETATION AND
STUMP AND DISPOSE OF OFF SITE
6. EXISTING TREE / SHRUB / VEGETATION PROTECT IN
PLACE
7. EXISTING CURB AND GUTTER, PROTECT IN PLACE
8. EXISTING UTILITY POLE, PROTECT IN PLACE
9. REMOVE ONE SECTION OF CHAIN LINK FENCE (+/- 10'),
ADD NEW CORNER POST AND RESTRETCH FABRIC
10. EXISTING PAVEMENT, PROTECT IN PLACE
11. REMOVE EXISTING STORM STRUCTURE
12. EXISTING FIRE HYDRANT, PROTECT IN PLACE
13. EXISTING UTILITY POLE TO BE REMOVED BY OTHERS
PRIOR TO CONSTRUCTION
14. REMOVE AND REPLACE EXISTING SIGN WITH APPROVED
MUTCD STANDARD SIGN
15. EXISTING SANITARY SEWER MANHOLE, PROTECT IN
PLACE. RESET IF REQUIRED TO MATCH PROPOSED
GRADE.
16. EXISTING WATER VALVE/METER, PROTECT IN PLACE.
RESET IF REQUIRED BY PROPOSED GRADES.
17. EXISTING CLEANOUT, PROTECT IN PLACE. RESET TO
PROPOSED GRADE.
18. EXISTING WATER VALVE MARKING POST, PROTECT IN
PLACE.
19. EXISTING WIRE FENCE, PROTECT IN PLACE.
20. EXISTING WOOD RAIL FENCE, PROTECT IN PLACE.
21. EXISTING WETLAND, PROTECT IN PLACE
22. REMOVE EXISTING SILT FENCE AND DISPOSE OF OFF
SITE
23. EXISTING MAILBOX, PROTECT IN PLACE
LEGEND
OR
X
PLAN NOTE CALL OUT
LAND DISTURBANCE LIMIT AND
TREE SAVE/PROTECTION FENCING
REMOVE EXISTING
TREE AND STUMP
REMOVE EXISTING
CURB AND GUTTER
REMOVE EXISTING ASPHALT
REMOVE EXISTING VEGETATION
AND STUMPS
ALTERNATE BID ASPHALT MILLING
REMOVE EXISTING CONCRETE
EXISTING FLOODZONE 'AE'
EXISTING WETLANDS
EXISTING FLOODZONE 'A'
EXISTING FLOODZONE 'SHADED X'
25' STREAM BUFFER
BASE BID ASPHALT MILLING
0 20 40 80
SCALE IN FEET
REVISION DATES
DRAWING NO.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:M
:\1
C ity o f O xf or d M ul tiu se T ra ils
C D s\ C
AD
\P
R O
PO
SE
D \1
2_ D
EM
O
_E B.
dw g
Ja n
, 2
- 8 :3
8p m
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-EB 41
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST BONNELL STREET MULTI-USE TRAIL
Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280
Certificate of Authorization #PEF000902 Expiration Date 06/30/2026
AtkinsRéalis North America
12-04
DEMOLITION PLAN
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
PLAN NOTES #
1. EXISTING TREE(S) TO REMAIN, PROTECT IN PLACE.
2. EXISTING PAVEMENT TO REMAIN, PROTECT IN PLACE
3. EXISTING SIGN TO REMAIN, PROTECT IN PLACE
4. EXISTING LIGHT TO REMAIN, PROTECT IN PLACE
5. EXISTING CURB AND GUTTER, PROTECT IN PLACE
6. PROPOSED PAVEMENT ELEVATION TO MATCH EXISTING
ELEVATION FLUSH
7. SHARE ROW PAINTED PAVEMENT SYMBOL, WHITE. REFER TO
DETAIL 15/40-01
8. FUTURE SIDEWALK BY OTHERS. NOT IN CONTRACT
9. PROPOSED CONCRETE MULTI-USE TRAIL, REFER TO DETAILS
1/40-01 AND 2/40-01
10. PROPOSED CONCRETE SIDEWALK, REFER TO DETAILS 1/40-01 AND
5/40-01
11. CONCRETE DRIVEWAY APRON AND PAVING SECTION, REFER TO
GDOT DETAIL A2
12. PERVIOUS PARKING PAVERS, REFER TO DETAIL 9/40-01
13. 6"X24" GDOT TYPE 2 CURB AND GUTTER, REFER TO DETAIL 7/40-01
14. ACCESSIBLE RAMP. REFER TO GDOT DETAIL A3 & A4. DETECTABLE
WARNING SURFACE REFER TO GDOT STANDARD DETAILS SHEET
A4
15. STOP BAR, 24" SOLID WHITE
16. HANDICAP ACCESSIBLE PARKING SIGN, REFER TO DETAIL 1/40-02
17. PAINTED CROSSWALK, REFER TO GDOT DETAIL T-11A
18. 4 INCH SOLID WHITE PAINTED PAVEMENT PARKING STRIPING
19. 6"X18" GRANITE BANDING AT PERMIABLE PAVERS. REFER TO
SHEET 40-02 & 40-03
20. PROPOSED RAILING. RAILING MATERIALS SUPPLIED BY OWNER AS
PART OF BOARDWALK MATERIALS PREPURCHASE WITH
PERMATRAK. CONTRACTOR TO INSTALL AS DETAILED IN
PERMATRACK DETAILS SHEETS PT01-PT07.
21. PROPOSED MIN 2" MILLING AND ASPHALT SURFACE COURSE
INLAY. PROPOSED PVMT ELEVATION TO MATCH EXISTING PVMT
ELEVATION FLUSH
22. RELOCATE EXISTING STOP SIGN
23. ALTERNATE BID PROPOSED TRAIL ENTRY COLUMNS AND
SPECIALTY PAVEMENT, REFER TO SHEET 40-03. BASE BID TO BE
CONCRETE MULTIPURPOSE TRAIL
24. PROPOSED BOLLARD, REFER TO DETAIL 12/40-01
25. EXISTING FENCE, PROTECT IN PLACE
26. EXISTING FIRE HYDRANT, PROTECT IN PLACE
27. PROPOSED SHARE THE ROAD SIGN, REFER TO DETAIL 6/40-02
28. EXISTING WATER VALVE MARKING POST, PROTECT IN PLACE
29. RELOCATE EXISTING WATER VALVE
30. TYPE 3 RIP RAP (3 CY)
31. PROPOSED CONCRETE BOARDWALK APPROACH, REFER TO
DETAIL 7/40-01
32. PROPOSED BOARDWALK AND RAILINGS. REFER TO SHEETS
PT01-PT07. CONTRACTOR TO PROVIDE ALL MATERIALS AND LABOR
TO INSTALL BOARDWALK FOOTINGS AND FOUNDATIONS.
CONTRACTOR TO BID ALL LABOR REQUIRED TO INSTALL
PREMANUFACTURED BOARDWALK SYSTEM AND RAILINGS.
MATERIALS FOR PREMANUFACTURED BOARDWALK SYSTEM AND
RAILINGS TO BE SUPPLIED BY OWNER. BOARDWALK SYSTEM AND
RAILING MATERIALS ARE NOT PART OF THE CONTRACTORS BID.
ONLY MISCELLANEOUS MATERIALS NOT SUPPLIED BY THE
BOARDWALK AND RAILING PACKAGE TO BE SUPPLIED.
33. PROPOSED HANDICAP SYMBOL PAVEMENT MARKING, REFER TO
DETAIL 11/40-01
34. FLOODLIGHT AS MANUFACTURED BY BK LIGHTING (559-438-5800)
MODEL # AT-FL-LID-LHP-AL-e116-MFL-010-WL00-BLP-YMM5 OR
APPROVED EQUAL. CONTRACTOR TO COORDINATE POWER
SUPPLY WITH CITY. POWER SUPPLY TO HAVE A HEAVY DUTY
WATER PROOF MECHANICAL TIME SWITCH MODEL T101P FOR
NEMA 3R ENCLOSURE AS MANUFACTURED BY INTERMATIC
(1-815-675-7000) OR APPROVED EQUAL. FOR POWER SUPPLY AND
CONNECTING WIRE BETWEEN FIXTURES CONTRACTOR TO
PROVIDE AND INSTALL CONDUIT .
21 21
7 7
50' 175' 175' 175'
S
COLLEEN DAVIS CHRISTIAN
X006 013
322 EMORY ST
DB 3812 PG 148
ERIK T & WAYNE D WIKINSON
X006 012
106 E BONNELL ST
DB 4528 PG 384
PB 40 PG 25
THERESA WARREN
X006 012B
108 E BONNELL ST
DB 3895 PG 31
PB 40 PG 25
PB 10 PG 41A
CLAYTON J FARMER & AVA HART
X006 012A
110 E BONNELL ST
DB 4577 PG 484
PB 40 PG 25
PB 10 PG 41A
JAMES WALTON PHILLIPS
X006 011
318 EMORY ST
DB 3719 PG 321
EMORY UNIVERSITY
X005 015
406 EMORY ST
DB 2955 PG 434
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 X X X X X X X X X X X X X X
ST
OP
R 1-
(3
6)
W 11-1
W 16-1P
0 20 40 80
SCALE IN FEET
REVISION DATES
DRAWING NO.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:M
:\1
C ity o f O xf or d M ul tiu se T ra ils
C D s\ C
AD
\P
R O
PO
SE
D \1
3_ M
AI
N
LI
N
E_
EB
.d w g Ja n
, 2
- 9
:0 7a m
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-EB 15
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST BONNELL STREET MULTI-USE TRAIL
Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280
Certificate of Authorization #PEF000902 Expiration Date 06/30/2026
AtkinsRéalis North America
13-01
MAINLINE PLAN
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
-0
2. EXISTING PAVEMENT TO REMAIN, PROTECT IN PLACE
3. EXISTING SIGN TO REMAIN, PROTECT IN PLACE
4. EXISTING LIGHT TO REMAIN, PROTECT IN PLACE
5. EXISTING CURB AND GUTTER, PROTECT IN PLACE
6. PROPOSED PAVEMENT ELEVATION TO MATCH EXISTING
ELEVATION FLUSH
7. SHARE ROW PAINTED PAVEMENT SYMBOL, WHITE. REFER TO
DETAIL 15/40-01
8. FUTURE SIDEWALK BY OTHERS. NOT IN CONTRACT
9. PROPOSED CONCRETE MULTI-USE TRAIL, REFER TO DETAILS
1/40-01 AND 2/40-01
10. PROPOSED CONCRETE SIDEWALK, REFER TO DETAILS 1/40-01 AND
5/40-01
11. CONCRETE DRIVEWAY APRON AND PAVING SECTION, REFER TO
GDOT DETAIL A2
12. PERVIOUS PARKING PAVERS, REFER TO DETAIL 9/40-01
13. 6"X24" GDOT TYPE 2 CURB AND GUTTER, REFER TO DETAIL 7/40-01
14. ACCESSIBLE RAMP. REFER TO GDOT DETAIL A3 & A4. DETECTABLE
WARNING SURFACE REFER TO GDOT STANDARD DETAILS SHEET
A4
15. STOP BAR, 24" SOLID WHITE
16. HANDICAP ACCESSIBLE PARKING SIGN, REFER TO DETAIL 1/40-02
17. PAINTED CROSSWALK, REFER TO GDOT DETAIL T-11A
18. 4 INCH SOLID WHITE PAINTED PAVEMENT PARKING STRIPING
19. 6"X18" GRANITE BANDING AT PERMIABLE PAVERS. REFER TO
SHEET 40-02 & 40-03
20. PROPOSED RAILING. RAILING MATERIALS SUPPLIED BY OWNER AS
PART OF BOARDWALK MATERIALS PREPURCHASE WITH
PERMATRAK. CONTRACTOR TO INSTALL AS DETAILED IN
PERMATRACK DETAILS SHEETS PT01-PT07.
21. PROPOSED MIN 2" MILLING AND ASPHALT SURFACE COURSE
INLAY. PROPOSED PVMT ELEVATION TO MATCH EXISTING PVMT
ELEVATION FLUSH
22. RELOCATE EXISTING STOP SIGN
23. ALTERNATE BID PROPOSED TRAIL ENTRY COLUMNS AND
SPECIALTY PAVEMENT, REFER TO SHEET 40-03. BASE BID TO BE
CONCRETE MULTIPURPOSE TRAIL
24. PROPOSED BOLLARD, REFER TO DETAIL 12/40-01
25. EXISTING FENCE, PROTECT IN PLACE
26. EXISTING FIRE HYDRANT, PROTECT IN PLACE
27. PROPOSED SHARE THE ROAD SIGN, REFER TO DETAIL 6/40-02
28. EXISTING WATER VALVE MARKING POST, PROTECT IN PLACE
29. RELOCATE EXISTING WATER VALVE
30. TYPE 3 RIP RAP (3 CY)
31. PROPOSED CONCRETE BOARDWALK APPROACH, REFER TO
DETAIL 7/40-01
32. PROPOSED BOARDWALK AND RAILINGS. REFER TO SHEETS
PT01-PT07. CONTRACTOR TO PROVIDE ALL MATERIALS AND LABOR
TO INSTALL BOARDWALK FOOTINGS AND FOUNDATIONS.
CONTRACTOR TO BID ALL LABOR REQUIRED TO INSTALL
PREMANUFACTURED BOARDWALK SYSTEM AND RAILINGS.
MATERIALS FOR PREMANUFACTURED BOARDWALK SYSTEM AND
RAILINGS TO BE SUPPLIED BY OWNER. BOARDWALK SYSTEM AND
RAILING MATERIALS ARE NOT PART OF THE CONTRACTORS BID.
ONLY MISCELLANEOUS MATERIALS NOT SUPPLIED BY THE
BOARDWALK AND RAILING PACKAGE TO BE SUPPLIED.
33. PROPOSED HANDICAP SYMBOL PAVEMENT MARKING, REFER TO
DETAIL 11/40-01
34. FLOODLIGHT AS MANUFACTURED BY BK LIGHTING (559-438-5800)
MODEL # AT-FL-LID-LHP-AL-e116-MFL-010-WL00-BLP-YMM5 OR
APPROVED EQUAL. CONTRACTOR TO COORDINATE POWER
SUPPLY WITH CITY. POWER SUPPLY TO HAVE A HEAVY DUTY
WATER PROOF MECHANICAL TIME SWITCH MODEL T101P FOR
NEMA 3R ENCLOSURE AS MANUFACTURED BY INTERMATIC
(1-815-675-7000) OR APPROVED EQUAL. FOR POWER SUPPLY AND
CONNECTING WIRE BETWEEN FIXTURES CONTRACTOR TO
PROVIDE AND INSTALL CONDUIT .
9'
R7'
6'
R20'
19'
L1
BP: 0+00
1315338.498 2388380.682
0+00 1+00 2+00
3+00
SP
AC
ES
2'
8'
9' 19'6.5'
6.5'
34'6'
6' 6'
1 1
6' 6'
R5'
R3'
175'
STA 0+27.88
0.00
BEGIN OF WALL
AND RAILING
STA 0+83.66
6.00 L
BEGIN ELEVATED
SLAB
STA 0+99.73
6.00 L
END ELEVATED SLAB
STA 1+16.63
6.00 L
END OF RAILING
STA 1+28.66
STA 1+13.63
9.00 L
STA 1+11.66
6.00 R
STA 1+11.66
11.00 R
BEGIN ELEVATED SLAB
STA 1+28.63
6.00 R
END ELEVATED SLAB
END OF RAIL
STA 1+42.06
BEGINNING OF RAIL
STA 0+97.06
S
CO
S
W D BALLARD BELOVED WIFE TRUST
X006 010
HILLCREST DR
DB 4453 PG 113
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 X X X X X X
X X X X X X X X X X X
X
FL
O
O D
ZO
NE
"X
FL
O
O D
ZO
NE
"S
HA
DE
D
X"
FL
O
O D
ZO
NE
"S
HA
DE
D
X"
FL
O
O D
ZO
NE
"A
FLOOD ZONE "X"
FLOOD ZONE "SHADED X"
FL
O
O D
Z O
N E
"S H
AD
ED
X
FL
O
O D
Z O
N E
"A
JAMES WALTON PHILLIPS
X006 011
318 EMORY ST
DB 3719 PG 321
EMORY UNIVERSITY
X005 015
406 EMORY ST
DB 2955 PG 434
25' STREAM BUFFER
25' STREAM
BUFFER
25' STREAM BUFFER
STOP
R
1-1 (30)
W
-1
W
-1 P
WETLAND
WETLAND
WETLAND
STA 1+33.63
11.00 R
0 20 40 80
SCALE IN FEET
REVISION DATES
DRAWING NO.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:M
:\1
C ity o f O xf or d M ul tiu se T ra ils
C D s\ C
AD
\P
R O
PO
SE
D \1
3_ M
AI
N
LI
N
E_
EB
.d w g Ja n
, 2
- 9
:0 8a m
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-EB 15
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST BONNELL STREET MULTI-USE TRAIL
Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280
Certificate of Authorization #PEF000902 Expiration Date 06/30/2026
AtkinsRéalis North America
13-02
MAINLINE PLAN
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
-0
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
-0
2. EXISTING PAVEMENT TO REMAIN, PROTECT IN PLACE
3. EXISTING SIGN TO REMAIN, PROTECT IN PLACE
4. EXISTING LIGHT TO REMAIN, PROTECT IN PLACE
5. EXISTING CURB AND GUTTER, PROTECT IN PLACE
6. PROPOSED PAVEMENT ELEVATION TO MATCH EXISTING
ELEVATION FLUSH
7. SHARE ROW PAINTED PAVEMENT SYMBOL, WHITE. REFER TO
DETAIL 15/40-01
8. FUTURE SIDEWALK BY OTHERS. NOT IN CONTRACT
9. PROPOSED CONCRETE MULTI-USE TRAIL, REFER TO DETAILS
1/40-01 AND 2/40-01
10. PROPOSED CONCRETE SIDEWALK, REFER TO DETAILS 1/40-01 AND
5/40-01
11. CONCRETE DRIVEWAY APRON AND PAVING SECTION, REFER TO
GDOT DETAIL A2
12. PERVIOUS PARKING PAVERS, REFER TO DETAIL 9/40-01
13. 6"X24" GDOT TYPE 2 CURB AND GUTTER, REFER TO DETAIL 7/40-01
14. ACCESSIBLE RAMP. REFER TO GDOT DETAIL A3 & A4. DETECTABLE
WARNING SURFACE REFER TO GDOT STANDARD DETAILS SHEET
A4
15. STOP BAR, 24" SOLID WHITE
16. HANDICAP ACCESSIBLE PARKING SIGN, REFER TO DETAIL 1/40-02
17. PAINTED CROSSWALK, REFER TO GDOT DETAIL T-11A
18. 4 INCH SOLID WHITE PAINTED PAVEMENT PARKING STRIPING
19. 6"X18" GRANITE BANDING AT PERMIABLE PAVERS. REFER TO
SHEET 40-02 & 40-03
20. PROPOSED RAILING. RAILING MATERIALS SUPPLIED BY OWNER AS
PART OF BOARDWALK MATERIALS PREPURCHASE WITH
PERMATRAK. CONTRACTOR TO INSTALL AS DETAILED IN
PERMATRACK DETAILS SHEETS PT01-PT07.
21. PROPOSED MIN 2" MILLING AND ASPHALT SURFACE COURSE
INLAY. PROPOSED PVMT ELEVATION TO MATCH EXISTING PVMT
ELEVATION FLUSH
22. RELOCATE EXISTING STOP SIGN
23. ALTERNATE BID PROPOSED TRAIL ENTRY COLUMNS AND
SPECIALTY PAVEMENT, REFER TO SHEET 40-03. BASE BID TO BE
CONCRETE MULTIPURPOSE TRAIL
24. PROPOSED BOLLARD, REFER TO DETAIL 12/40-01
25. EXISTING FENCE, PROTECT IN PLACE
26. EXISTING FIRE HYDRANT, PROTECT IN PLACE
27. PROPOSED SHARE THE ROAD SIGN, REFER TO DETAIL 6/40-02
28. EXISTING WATER VALVE MARKING POST, PROTECT IN PLACE
29. RELOCATE EXISTING WATER VALVE
30. TYPE 3 RIP RAP (3 CY)
31. PROPOSED CONCRETE BOARDWALK APPROACH, REFER TO
DETAIL 7/40-01
32. PROPOSED BOARDWALK AND RAILINGS. REFER TO SHEETS
PT01-PT07. CONTRACTOR TO PROVIDE ALL MATERIALS AND LABOR
TO INSTALL BOARDWALK FOOTINGS AND FOUNDATIONS.
CONTRACTOR TO BID ALL LABOR REQUIRED TO INSTALL
PREMANUFACTURED BOARDWALK SYSTEM AND RAILINGS.
MATERIALS FOR PREMANUFACTURED BOARDWALK SYSTEM AND
RAILINGS TO BE SUPPLIED BY OWNER. BOARDWALK SYSTEM AND
RAILING MATERIALS ARE NOT PART OF THE CONTRACTORS BID.
ONLY MISCELLANEOUS MATERIALS NOT SUPPLIED BY THE
BOARDWALK AND RAILING PACKAGE TO BE SUPPLIED.
33. PROPOSED HANDICAP SYMBOL PAVEMENT MARKING, REFER TO
DETAIL 11/40-01
34. FLOODLIGHT AS MANUFACTURED BY BK LIGHTING (559-438-5800)
MODEL # AT-FL-LID-LHP-AL-e116-MFL-010-WL00-BLP-YMM5 OR
APPROVED EQUAL. CONTRACTOR TO COORDINATE POWER
SUPPLY WITH CITY. POWER SUPPLY TO HAVE A HEAVY DUTY
WATER PROOF MECHANICAL TIME SWITCH MODEL T101P FOR
NEMA 3R ENCLOSURE AS MANUFACTURED BY INTERMATIC
(1-815-675-7000) OR APPROVED EQUAL. FOR POWER SUPPLY AND
CONNECTING WIRE BETWEEN FIXTURES CONTRACTOR TO
PROVIDE AND INSTALL CONDUIT .
6' 6'
STA 3+35.25
6.00 L
STA 3+35.25
6.00 R
STA 8+21.25
6.00 L
STA 8+21.25
6.00 R
4+00 5+00
6+00 7+00
8+00
STA 3+43.25
0.00
STA 8+13.25
0.00
S S
S
S
JAMES WALTON PHILLIPS
X006 001
WADE ST
DB 3719 PG 323
CITY OF OXFORD
X061A 009
7135 KEEGAN CT
DB 4230 PG 185
PB 47 PG 217
X X X X X X X X X
X
X
EMORY UNIVERSITY
X005 015
406 EMORY ST
DB 2955 PG 434
FL
O
O D
Z O
N E
"A
FL
O
O D
Z O
N E
"A E"
FLO
O
D
ZO
N E "A"
FLO
O
D
ZO
N
E "AE"
FL
O
O D
Z O
N E
"S H
AD
ED
X
FL
O
O D
Z O
N E
"A
FL
O
O D
Z O
N E
"A
FL
O
O D
Z O
N E
"A E"
FLO
O
D
ZO
N E "A"
FLO
O
D
ZO
N
E "AE"
25' STREAM BUFFER
25' STREAM BUFFER
CENTER LINE
CENTER LINE
25' STREAM
BUFFER
25' STREAM
BUFFER
0 20 40 80
SCALE IN FEET
REVISION DATES
DRAWING NO.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:M
:\1
C ity o f O xf or d M ul tiu se T ra ils
C D s\ C
AD
\P
R O
PO
SE
D \1
3_ M
AI
N
LI
N
E_
EB
.d w g Ja n
, 2
- 9
:0 8a m
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-EB 15
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST BONNELL STREET MULTI-USE TRAIL
Atkins North America, Inc 1600 RiverEdge Parkway NW, Ste. 700 Atlanta, GA 30328 Tel: (770)933-0280
Certificate of Authorization #PEF000902 Expiration Date 06/30/2026
AtkinsRéalis North America
13-03
MAINLINE PLAN
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
-0
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
-0
2. EXISTING PAVEMENT TO REMAIN, PROTECT IN PLACE
3. EXISTING SIGN TO REMAIN, PROTECT IN PLACE
4. EXISTING LIGHT TO REMAIN, PROTECT IN PLACE
5. EXISTING CURB AND GUTTER, PROTECT IN PLACE
6. PROPOSED PAVEMENT ELEVATION TO MATCH EXISTING
ELEVATION FLUSH
7. SHARE ROW PAINTED PAVEMENT SYMBOL, WHITE. REFER TO
DETAIL 15/40-01
8. FUTURE SIDEWALK BY OTHERS. NOT IN CONTRACT
9. PROPOSED CONCRETE MULTI-USE TRAIL, REFER TO DETAILS
1/40-01 AND 2/40-01
10. PROPOSED CONCRETE SIDEWALK, REFER TO DETAILS 1/40-01 AND
5/40-01
11. CONCRETE DRIVEWAY APRON AND PAVING SECTION, REFER TO
GDOT DETAIL A2
12. PERVIOUS PARKING PAVERS, REFER TO DETAIL 9/40-01
13. 6"X24" GDOT TYPE 2 CURB AND GUTTER, REFER TO DETAIL 7/40-01
14. ACCESSIBLE RAMP. REFER TO GDOT DETAIL A3 & A4. DETECTABLE
WARNING SURFACE REFER TO GDOT STANDARD DETAILS SHEET
A4
15. STOP BAR, 24" SOLID WHITE
16. HANDICAP ACCESSIBLE PARKING SIGN, REFER TO DETAIL 1/40-02
17. PAINTED CROSSWALK, REFER TO GDOT DETAIL T-11A
18. 4 INCH SOLID WHITE PAINTED PAVEMENT PARKING STRIPING
19. 6"X18" GRANITE BANDING AT PERMIABLE PAVERS. REFER TO
SHEET 40-02 & 40-03
20. PROPOSED RAILING. RAILING MATERIALS SUPPLIED BY OWNER AS
PART OF BOARDWALK MATERIALS PREPURCHASE WITH
PERMATRAK. CONTRACTOR TO INSTALL AS DETAILED IN
PERMATRACK DETAILS SHEETS PT01-PT07.
21. PROPOSED MIN 2" MILLING AND ASPHALT SURFACE COURSE
INLAY. PROPOSED PVMT ELEVATION TO MATCH EXISTING PVMT
ELEVATION FLUSH
22. RELOCATE EXISTING STOP SIGN
23. ALTERNATE BID PROPOSED TRAIL ENTRY COLUMNS AND
SPECIALTY PAVEMENT, REFER TO SHEET 40-03. BASE BID TO BE
CONCRETE MULTIPURPOSE TRAIL
24. PROPOSED BOLLARD, REFER TO DETAIL 12/40-01
25. EXISTING FENCE, PROTECT IN PLACE
26. EXISTING FIRE HYDRANT, PROTECT IN PLACE
27. PROPOSED SHARE THE ROAD SIGN, REFER TO DETAIL…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .