2026_1_19_EAST SOULE TRAIL BID SET compressed.pdf
PDF 33 MB Posted
- Attached to
- E. Bonnell and E. Soule Street Trails
- Solicitation number
- PE-70760-NONST-2026-000000011
- Issued by
- Georgia
About this file
This is a construction bid set and project documentation package issued by the City of Oxford, Georgia, for the East Soule Street Multi-Use Trail project. The project involves the construction of approximately 1,000 linear feet of multi-use trail on East Soule Street between Emory Street (Highway 81) and Catova Creek, including associated infrastructure improvements such as storm drainage systems, utility relocations, pavement work, sidewalks, curb and gutter installation, landscaping, and site lighting. The project disturbs approximately 3.0 acres and includes the construction of a 12-space parking area with one accessible space. The bid set comprises 38 sheets of detailed construction plans prepared by Atkins North America, Inc., including cover sheets, existing conditions, demolition plans, mainline plans, grading and drainage plans, lighting plans, landscape plans, construction details, and comprehensive erosion and sediment control plans organized into three construction phases. The project is located entirely within Newton County, Georgia, and the documentation includes a Notice of Intent (NOI) requirement for land disturbance activities.
The construction plans incorporate multiple design elements and specifications including concrete multi-use trail paving, full-depth and milled asphalt pavement, permeable pavers, granite curbing, accessible ramps, site furnishings (benches, bike racks, picnic tables), and specialized features such as entry columns and a trail kiosk as alternate bid items. The project requires coordination with multiple utility providers including AT&T, the City of Covington, Emory University, Georgia Department of Transportation (GDOT), and Charter Communications for utility relocations and protection. Erosion and sediment control measures are detailed extensively in accordance with the Georgia Soil and Water Conservation Commission Manual and NPDES permit requirements, including silt fence installation, inlet sediment traps, check dams, and outlet protection. The anticipated construction schedule spans nine months from February 2026 through November 2026, with the contractor responsible for all material testing, grading, drainage management, tree protection, and final stabilization. The contractor must also provide shop drawings for site furnishings, maintain all erosion control measures during construction, and deliver as-built record drawings documenting storm structure inverts and adjusted profiles upon project completion.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Oxford E_ Bonnell and E_ Soule Street Bid Man.pdf | ||
| 2026_1_19_EAST BONNELT TRAIL BID SET.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
S.
dw g Ja n
, 2
- 1
0:
pm
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-ES 36
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST SOULE 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 06/30/2025
AtkinsRéalis North America
NTSLOCATION SKETCH
DRAWINGS PREPARED BY:
PROJECT LOCATION MAP
CONSTRUCTION PLANS
FOR
EAST SOULE 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 REQUIRED.
PROJECT DISTURBED AREA: XX SQ. FT./ XX AC.
EAST SOULE STREET (HWY 81/EMORY ST.) TO CATOVA CREEK
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
LENGTH OF PROJECT
NET LENGTH OF TRAIL = +/- 1000 LF
11 PARKING SPACES, 1 ACCESSIBLE = 12 TOTAL
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 S.
dw g
Ja n
, 2
- 9 :2
1a m
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-ES 38
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST SOULE 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 06/30/2025
AtkinsRéalis North America
2-01
INDEX SHEET
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_
ES
.d w g Ja n
, 2
- 1
0:
pm
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-ES 36
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST SOULE 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 06/30/2025
AtkinsRéalis North America
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
4-01
GENERAL NOTES
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
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 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 CONTRACTOR TO REMOVE ALL INVASIVE SPECIES AND ALL TREES UNDER 3" CALIPER FROM THE CITY OWNED PARCEL X003 003A-SOULE ST- DB 4315 PG 687-PB 16 PG 156 AS SHOWN IN THE PLAN SET. INVASIVE SPECIES SHALL INCLUDE ALL SPECIES LISTED ON THE GEORGIA INVASIVE SPECIES COUNCIL WEBSITE. (https://gainvasivespeciescouncil.org/) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF
ALL LANDSCAPE DEBRIS FROM THE SITE.
15. THE CITY WILL REMOVE AND RELOCATE ALL POWER POLES WITHIN THE PROJECT AREA AS PART OF A SEPARATE CONTRACT PRIOR TO CONSTRUCTION. POLES INDICATED ON EXISTING SURVEY AND PLAN SET MAY NOT BE PRESENT AT PROJECT START.
TRAFFIC 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.
UTILITY OWNERS
W
CO
W
S
W
W
W
S
W
G
W
G
FOHH
S
S
G
SDx
SDx SDx SD
X
X
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SS x
SSx
SSx
SSx
SS x
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SS x
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
SSx SSx SSx SSx SS x SSx SSx SSx SSx SS x
SSx
SS x
SS x
SS x
SSx
SS x
SS x
SS x
SS x
SS
x
SS
x
SSx SSx SSx SSx SSx
SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx
SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx
SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx
SS
x
SDx
X
X X
X
X
X X
X X
E SOULE ST
VARIABLE R/W
EM
O
R Y
ST
AK
A
SR
1)
VA
R
IA
BL
E
R /W
NEWTON COUNTY BOARD OF
EDUCATION
X003 001
1110 EMORY ST
DB 182 PG 633
PB 1 PG 130
BRIAN D. AND NATALIE C. BARNARD
X011 001
1112 ASBURY ST
DB 2344 PG 196
E SOULE ST
VARIABLE R/W
CO
W
S
CO
W
CO
W
G
CO
S
CO
SDx SDx SDx SDx
X X
X X
X X
X
XXXXXXXXXXXXXXXXXXXXX
X
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
SDx SDx SDx SDx SDx
SDx SDx SDx
SD
x
SD
x
NEWTON COUNTY BOARD OF
EDUCATION
X003 001
1110 EMORY ST
DB 182 PG 633
PB 1 PG 130
M
IT
C H
EL
L
ST
E SOULE ST
VARIABLE R/W
BESSIE HOWARD
X002 017
109 E SOULE ST
UNKNOWN DB AND PB
LARRY J. SHIELDS
X002 024A
205 E SOULE ST
DB 118 PG 16
JOHN WAYNE CODY & ANNTOLEA B. CODY
X002 024
211 E SOULE ST
DB 312 PG 432
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_
ES
.d w g
Ja n
, 2
- 1 0:
pm
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-ES 36
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST SOULE 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 06/30/2025
AtkinsRéalis North America
10-01
EXISTING CONDITIONS
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
-0
B
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
-0
A
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
-0
S
S
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
SDx
CO
W
W
W
COSDx
SDx
CITY OF OXFORD
X003 003A
SOULE ST
DB 4315 PG 687
PB 16 PG 156
CHARLES GILSTRAP
215 E SOULE ST
DB 113 PG 132
REBECCA MASK BALLARD & WILLIAM D.
BALLARD, JR
X002 001
1400 MITCHELL ST
DB 4358 PG 401
PB 54 PG 112
CATHY W. ALLEN
X002 026
219 E SOULE ST
DB 3032 PG 233
SARAH M. WILLIAMS
X002 027
225 E SOULE ST
DB 1402 PG 204
E SOULE ST
VARIABLE R/W
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_
ES
.d w g
Ja n
, 2
- 1 0:
pm
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-ES 36
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST SOULE 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 06/30/2025
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
1B
S
S
S
SSx SSx SSx 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
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SDx SDx
TIMOTHY G. WILLIAMS & BRENDA D.
WILLIAMS
X002 027A
229 E SOULE ST
DB 2486 PG 75
CITY OF COVINGTON
C061 014
WILLIAMS RD
DB 3202 PG 412
PB 19 PG 141
E SOULE ST
VARIABLE R/W
FL
O
O D
Z O
N E
"A
FL
O
O D
Z O
N E
"X
FLOOD ZONE "A"
FLOOD ZONE "X"
WETLAND
' E
AS
EM
EN
T
CATOVA CREEK
25' S
TREAM BUFFER
25' S
TREAM BUFFER
CITY OF OXFORD
X003 003A
SOULE ST
DB 4315 PG 687
PB 16 PG 156
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_
ES
.d w g
Ja n
, 2
- 1 0:
pm
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-ES 36
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST SOULE 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 06/30/2025
AtkinsRéalis North America
10-03
EXISTING CONDITIONS
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
W
S
W
W
W
S
W
G
W
G
FOHH
S
S
G
SDx
SDx SDx
X
X
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SS x
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SSx
SS x
SSx
SSx
SSx
SSx
SSx
SSx
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
SS x SSx SSx SSx SSx SS x SSx SSx SSx SSx
SS x
SSx
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS
x
SS
x
SSx SSx SSx SSx
SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx
SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx
SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx
SDx
X
X X
X
X
X X
X X
E SOULE ST
VARIABLE R/W
EM
O
R Y
ST
AK
A
SR
1)
VA
R
IA
BL
E
R /W
NEWTON COUNTY BOARD OF
EDUCATION
X003 001
1110 EMORY ST
DB 182 PG 633
PB 1 PG 130
BRIAN D. AND NATALIE C. BARNARD
X011 001
1112 ASBURY ST
DB 2344 PG 196
E SOULE ST
VARIABLE R/W
TEMPORARY
CONSTRUCTION
EASEMENT
6 7
12 12
22 5 2223
26 25
26 23
1 1
CO
W
S
CO
W
CO
W
G
CO
S
CO
SDx SDx SDx SDx
X X
X X
X X
X
XXXXXXXXXXXXXXXXXXXXX
X
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
SDx SDx SDx SDx SDx
SDx SDx SDx
SD
x
SD
x
NEWTON COUNTY BOARD OF
EDUCATION
X003 001
1110 EMORY ST
DB 182 PG 633
PB 1 PG 130
E SOULE ST
VARIABLE R/W
TEMPORARY
CONSTRUCTION
EASEMENT
(ALT BID 1)
22 5
22 21 25 6
2 2
12 17
1 1 1 1 1
1818 18
3434 34
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
ASPHALT MILLING
REMOVE EXISTING CONCRETE
EXISTING FLOODZONE 'AE'
EXISTING WETLANDS
EXISTING FLOODZONE 'A'
EXISTING FLOODZONE 'SHADED X'
ASPHALT MILLING, ALT BID 2
ASPHALT MILLING, ALT BID 1
PLAN NOTES
1. REMOVE EXISTING FULL DEPTH ASPHALT PAVEMENT
AND GAB AND DISPOSE OF SITE
2. REMOVE EXISTING CURB AND GUTTER AND DISPOSE OF
OFF SITE
3. EXISTING PAVEMENT, PROTECT IN PLACE BASE BID, MILL
EXISTING ASPHALT PAVEMENT 2" DEPTH ALT BID 1
4. SAWCUT EXISTING PAVEMENT AND DISPOSE OF OFF
SITE
5. REMOVE EXISTING SIGN, POST, AND FOOTING AND
DISPOSE OF OFF SITE
6. SAWCUT AND REMOVE A PORTION OF EXISTING
CONCRETE FLUME AND DISPOSE OF OFF SITE
7. EXISTING UTILITY BOX, PROTECT IN PLACE. RESET TO
PROPOSED GRADES.
8. REMOVE EXISTING TREE/SHRUB/VEGETATION AND
STUMP AND DISPOSE OF OFF SITE
9. RELOCATE EXISTING LIGHT. REFER TO MAINLINE PLAN
FOR PROPOSED LOCATION.
10. RELOCATE EXISTING SIGN. REFER TO MAINLINE PLAN
FOR PROPOSED LOCATION.
11. EXISTING TREE / SHRUB / VEGETATION PROTECT IN
PLACE
12. EXISTING CURB AND GUTTER, PROTECT IN PLACE
13. EXISTING SIGN, PROTECT IN PLACE. RESET TO
PROPOSED GRADES
14. EXISTING LIGHT POLE, PROTECT IN PLACE
15. EXISTING UTILITY POLE, PROTECT IN PLACE
16. EXISTING UTILITY TOWER, PROTECT IN PLACE
17. REMOVE ONE SECTION OF CHAIN LINK FENCE (+/- 10'),
ADD NEW CORNER POST AND RESTRETCH FABRIC
18. EXISTING PAVEMENT, PROTECT IN PLACE BASE BID, MILL
EXISTING ASPHALT PAVEMENT 2" DEPTH ALT BID 2
19. REMOVE EXISTING STORM STRUCTURE AND DISPOSE OF
OFF SITE
20. EXISTING FIRE HYDRANT, PROTECT IN PLACE
21. REMOVE EXISTING RIPRAP, DISPOSE OF OFF SITE
22. EXISTING UTILITY POLE TO BE REMOVED BY OTHERS
PRIOR TO CONSTRUCTION
23. REMOVE AND REPLACE EXISTING SIGN WITH APPROVED
MUTCD STANDARD SIGN
24. EXISTING GATE, PROTECT IN PLACE. RESET TO
PROPOSED GRADE.
25. EXISTING SANITARY SEWER MANHOLE, PROTECT IN
PLACE. RESET TO PROPOSED GRADE.
26. EXISTING WATER VALVE/METER, PROTECT IN PLACE.
RESET TO PROPOSED GRADE.
27. EXISTING CLEANOUT, PROTECT IN PLACE. RESET TO
PROPOSED GRADE.
28. EXISTING WATER VALVE MARKING POST, PROTECT IN
PLACE.
29. EXISTING WIRE FENCE, PROTECT IN PLACE.
30. EXISTING WOOD RAIL FENCE, PROTECT IN PLACE.
31. REMOVE EXISTING SIGN AND RELOCATE PER OWNERS
DIRECTION
32. EXISTING WETLAND, PROTECT IN PLACE
33. EXISTING SPEED BUMP, MILL TO 2" BELOW PROPOSED
GRADE
34. EXISTING PAVEMENT, PROTECT IN PLACE
35. EXISTING CHAIN GATE. REMOVE ONE EXISTING POST IN
CONFLICT WITH PROPOSED TRAIL AND REPLACE IN
NEW LOCATION INDICATED ON MAINLINE PLAN.
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 S.
dw g
Ja n
, 2
- 1 0:
pm
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-ES 36
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST SOULE 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 06/30/2025
AtkinsRéalis North America
12-01
DEMOLITION PLAN
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
-0
A
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
B
NOTE:
· THE CONTRACTOR TO REMOVE ALL INVASIVE SPECIES AND ALL TREES UNDER 3" CALIPER
FROM THE CITY OWNED PARCEL X003 003A-SOULE ST- DB 4315 PG 687-PB 16 PG 156 AS
SHOWN IN THE PLAN SET. INVASIVE SPECIES SHALL INCLUDE ALL SPECIES LISTED ON THE
GEORGIA INVASIVE SPECIES COUNCIL WEBSITE. (https://gainvasivespeciescouncil.org/) THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL LANDSCAPE DEBRIS
FROM THE SITE.
· THE CITY WILL REMOVE AND RELOCATE ALL POWER POLES WITHIN THE PROJECT AREA AS
PART OF A SEPARATE CONTRACT PRIOR TO CONSTRUCTION. POLES INDICATED ON
EXISTING SURVEY AND PLAN SET MAY NOT BE PRESENT AT PROJECT START. SHOULD
COORDINATION BE REQUIRED CONTACT JODY REID, SUPERINTENDENT, CITY OF OXFORD
UTILITY DEPT. 770-786-7004. JReid@oxfordgeorgia.org
S
S
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
SDx
CO
W
W
W
COSDx
SDx
CITY OF OXFORD
X003 003A
SOULE ST
DB 4315 PG 687
PB 16 PG 156
CHARLES GILSTRAP
215 E SOULE ST
DB 113 PG 132
REBECCA MASK BALLARD & WILLIAM D.
BALLARD, JR
X002 001
1400 MITCHELL ST
DB 4358 PG 401
PB 54 PG 112
CATHY W. ALLEN
X002 026
219 E SOULE ST
DB 3032 PG 233
SARAH M. WILLIAMS
X002 027
225 E SOULE ST
DB 1402 PG 204
E SOULE ST
VARIABLE R/W
XX
11 11
8 8
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
ASPHALT MILLING
REMOVE EXISTING CONCRETE
EXISTING FLOODZONE 'AE'
EXISTING WETLANDS
EXISTING FLOODZONE 'A'
EXISTING FLOODZONE 'SHADED X'
ASPHALT MILLING, ALT BID 2
ASPHALT MILLING, ALT BID 1
PLAN NOTES
1. REMOVE EXISTING FULL DEPTH ASPHALT PAVEMENT
AND GAB AND DISPOSE OF SITE
2. REMOVE EXISTING CURB AND GUTTER AND DISPOSE OF
OFF SITE
3. EXISTING PAVEMENT, PROTECT IN PLACE BASE BID, MILL
EXISTING ASPHALT PAVEMENT 2" DEPTH ALT BID 1
4. SAWCUT EXISTING PAVEMENT AND DISPOSE OF OFF
SITE
5. REMOVE EXISTING SIGN, POST, AND FOOTING AND
DISPOSE OF OFF SITE
6. SAWCUT AND REMOVE A PORTION OF EXISTING
CONCRETE FLUME AND DISPOSE OF OFF SITE
7. EXISTING UTILITY BOX, PROTECT IN PLACE. RESET TO
PROPOSED GRADES.
8. REMOVE EXISTING TREE/SHRUB/VEGETATION AND
STUMP AND DISPOSE OF OFF SITE
9. RELOCATE EXISTING LIGHT. REFER TO MAINLINE PLAN
FOR PROPOSED LOCATION.
10. RELOCATE EXISTING SIGN. REFER TO MAINLINE PLAN
FOR PROPOSED LOCATION.
11. EXISTING TREE / SHRUB / VEGETATION PROTECT IN
PLACE
12. EXISTING CURB AND GUTTER, PROTECT IN PLACE
13. EXISTING SIGN, PROTECT IN PLACE. RESET TO
PROPOSED GRADES
14. EXISTING LIGHT POLE, PROTECT IN PLACE
15. EXISTING UTILITY POLE, PROTECT IN PLACE
16. EXISTING UTILITY TOWER, PROTECT IN PLACE
17. REMOVE ONE SECTION OF CHAIN LINK FENCE (+/- 10'),
ADD NEW CORNER POST AND RESTRETCH FABRIC
18. EXISTING PAVEMENT, PROTECT IN PLACE BASE BID, MILL
EXISTING ASPHALT PAVEMENT 2" DEPTH ALT BID 2
19. REMOVE EXISTING STORM STRUCTURE AND DISPOSE OF
OFF SITE
20. EXISTING FIRE HYDRANT, PROTECT IN PLACE
21. REMOVE EXISTING RIPRAP, DISPOSE OF OFF SITE
22. EXISTING UTILITY POLE TO BE REMOVED BY OTHERS
PRIOR TO CONSTRUCTION
23. REMOVE AND REPLACE EXISTING SIGN WITH APPROVED
MUTCD STANDARD SIGN
24. EXISTING GATE, PROTECT IN PLACE. RESET TO
PROPOSED GRADE.
25. EXISTING SANITARY SEWER MANHOLE, PROTECT IN
PLACE. RESET TO PROPOSED GRADE.
26. EXISTING WATER VALVE/METER, PROTECT IN PLACE.
RESET TO PROPOSED GRADE.
27. EXISTING CLEANOUT, PROTECT IN PLACE. RESET TO
PROPOSED GRADE.
28. EXISTING WATER VALVE MARKING POST, PROTECT IN
PLACE.
29. EXISTING WIRE FENCE, PROTECT IN PLACE.
30. EXISTING WOOD RAIL FENCE, PROTECT IN PLACE.
31. REMOVE EXISTING SIGN AND RELOCATE PER OWNERS
DIRECTION
32. EXISTING WETLAND, PROTECT IN PLACE
33. EXISTING SPEED BUMP, MILL TO 2" BELOW PROPOSED
GRADE
34. EXISTING PAVEMENT, PROTECT IN PLACE
35. EXISTING CHAIN GATE. REMOVE ONE EXISTING POST IN
CONFLICT WITH PROPOSED TRAIL AND REPLACE IN
NEW LOCATION INDICATED ON MAINLINE PLAN.
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 S.
dw g
Ja n
, 2
- 1 0:
pm
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-ES 36
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST SOULE 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 06/30/2025
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
-0 1B
NOTE:
THE CONTRACTOR TO REMOVE ALL INVASIVE SPECIES AND ALL TREES UNDER 3" CALIPER FROM THE CITY OWNED PARCEL X003 003A-SOULE ST- DB 4315 PG 687-PB 16 PG 156 AS SHOWN IN THE PLAN SET. INVASIVE SPECIES SHALL INCLUDE ALL SPECIES LISTED ON THE GEORGIA INVASIVE SPECIES COUNCIL WEBSITE. (https://gainvasivespeciescouncil.org/) THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE REMOVAL OF ALL LANDSCAPE DEBRIS FROM THE SITE.
S
S
SSx SSx SSx 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
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SDx SDx
TIMOTHY G. WILLIAMS & BRENDA D.
WILLIAMS
X002 027A
229 E SOULE ST
DB 2486 PG 75
CITY OF COVINGTON
C061 014
WILLIAMS RD
DB 3202 PG 412
PB 19 PG 141
E SOULE ST
VARIABLE R/W
FL
O
O D
Z O
N E
"A
FL
O
O D
Z O
N E
"X
FLOOD ZONE "A"
FLOOD ZONE "X"
WETLAND
' E
AS
EM
EN
T
CATOVA CREEK
25' S
TREAM BUFFER
25' S
TREAM BUFFER
11 11 11
11 11
11 11
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
ASPHALT MILLING
REMOVE EXISTING CONCRETE
EXISTING FLOODZONE 'AE'
EXISTING WETLANDS
EXISTING FLOODZONE 'A'
EXISTING FLOODZONE 'SHADED X'
ASPHALT MILLING, ALT BID 2
ASPHALT MILLING, ALT BID 1
PLAN NOTES
1. REMOVE EXISTING FULL DEPTH ASPHALT PAVEMENT
AND GAB AND DISPOSE OF SITE
2. REMOVE EXISTING CURB AND GUTTER AND DISPOSE OF
OFF SITE
3. EXISTING PAVEMENT, PROTECT IN PLACE BASE BID, MILL
EXISTING ASPHALT PAVEMENT 2" DEPTH ALT BID 1
4. SAWCUT EXISTING PAVEMENT AND DISPOSE OF OFF
SITE
5. REMOVE EXISTING SIGN, POST, AND FOOTING AND
DISPOSE OF OFF SITE
6. SAWCUT AND REMOVE A PORTION OF EXISTING
CONCRETE FLUME AND DISPOSE OF OFF SITE
7. EXISTING UTILITY BOX, PROTECT IN PLACE. RESET TO
PROPOSED GRADES.
8. REMOVE EXISTING TREE/SHRUB/VEGETATION AND
STUMP AND DISPOSE OF OFF SITE
9. RELOCATE EXISTING LIGHT. REFER TO MAINLINE PLAN
FOR PROPOSED LOCATION.
10. RELOCATE EXISTING SIGN. REFER TO MAINLINE PLAN
FOR PROPOSED LOCATION.
11. EXISTING TREE / SHRUB / VEGETATION PROTECT IN
PLACE
12. EXISTING CURB AND GUTTER, PROTECT IN PLACE
13. EXISTING SIGN, PROTECT IN PLACE. RESET TO
PROPOSED GRADES
14. EXISTING LIGHT POLE, PROTECT IN PLACE
15. EXISTING UTILITY POLE, PROTECT IN PLACE
16. EXISTING UTILITY TOWER, PROTECT IN PLACE
17. REMOVE ONE SECTION OF CHAIN LINK FENCE (+/- 10'),
ADD NEW CORNER POST AND RESTRETCH FABRIC
18. EXISTING PAVEMENT, PROTECT IN PLACE BASE BID, MILL
EXISTING ASPHALT PAVEMENT 2" DEPTH ALT BID 2
19. REMOVE EXISTING STORM STRUCTURE AND DISPOSE OF
OFF SITE
20. EXISTING FIRE HYDRANT, PROTECT IN PLACE
21. REMOVE EXISTING RIPRAP, DISPOSE OF OFF SITE
22. EXISTING UTILITY POLE TO BE REMOVED BY OTHERS
PRIOR TO CONSTRUCTION
23. REMOVE AND REPLACE EXISTING SIGN WITH APPROVED
MUTCD STANDARD SIGN
24. EXISTING GATE, PROTECT IN PLACE. RESET TO
PROPOSED GRADE.
25. EXISTING SANITARY SEWER MANHOLE, PROTECT IN
PLACE. RESET TO PROPOSED GRADE.
26. EXISTING WATER VALVE/METER, PROTECT IN PLACE.
RESET TO PROPOSED GRADE.
27. EXISTING CLEANOUT, PROTECT IN PLACE. RESET TO
PROPOSED GRADE.
28. EXISTING WATER VALVE MARKING POST, PROTECT IN
PLACE.
29. EXISTING WIRE FENCE, PROTECT IN PLACE.
30. EXISTING WOOD RAIL FENCE, PROTECT IN PLACE.
31. REMOVE EXISTING SIGN AND RELOCATE PER OWNERS
DIRECTION
32. EXISTING WETLAND, PROTECT IN PLACE
33. EXISTING SPEED BUMP, MILL TO 2" BELOW PROPOSED
GRADE
34. EXISTING PAVEMENT, PROTECT IN PLACE
35. EXISTING CHAIN GATE. REMOVE ONE EXISTING POST IN
CONFLICT WITH PROPOSED TRAIL AND REPLACE IN
NEW LOCATION INDICATED ON MAINLINE PLAN.
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 S.
dw g
Ja n
, 2
- 1 0:
pm
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-ES 36
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST SOULE 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 06/30/2025
AtkinsRéalis North America
12-03
DEMOLITION PLAN
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
-0
NOTE:
THE CONTRACTOR TO REMOVE ALL INVASIVE SPECIES AND ALL TREES UNDER 3" CALIPER FROM THE CITY OWNED PARCEL X003 003A-SOULE ST- DB 4315 PG 687-PB 16 PG 156 AS SHOWN IN THE PLAN SET. INVASIVE SPECIES SHALL INCLUDE ALL SPECIES LISTED ON THE GEORGIA INVASIVE SPECIES COUNCIL WEBSITE. (https://gainvasivespeciescouncil.org/) THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE REMOVAL OF ALL LANDSCAPE DEBRIS FROM THE SITE.
W
S
W
W
W
S
W
G
W
G
FOHH
S
S
G
SDx
SDx SDx SDx
X
X
SS
x
SS
x
SS
x
X
X X
X
X
X X
X X
E SOULE ST
VARIABLE R/W
EM
O
R Y
ST
AK
A
SR
1)
VA
R
IA
BL
E
R /W
NEWTON COUNTY BOARD OF
EDUCATION
X003 001
1110 EMORY ST
DB 182 PG 633
PB 1 PG 130
BRIAN D. AND NATALIE C. BARNARD
X011 001
1112 ASBURY ST
DB 2344 PG 196
E SOULE ST
VARIABLE R/W
R30'
R10'
R10' R10' R10'
R498.5'
R60'
5'
' 10
3'2
8 9
17 13
16 13
9 16 11 21 16
32 32
PROPOSED 2" MIN
MILLING AND
RESURFACING
PAVEMENT (ALT BID 1)
PROPOSED 2" MIN
MILLING AND
RESURFACING
PAVEMENT (ALT BID 2)
12 12
LDLDLDLDLDLDLDLDLDLDLD
LD
LD
LD
LD
LD
LD
LD
LD
LD LD LD LD LD
LD
LD
LD
LD LD LD LD LD
TEMPORARY CONSTRUCTION
EASEMENT(ALTERNATE BID)
TEMPORARY CONSTRUCTION EASEMENT
TEMPORARY
CONSTRUCTION
EASEMENT
PERMANENT
EASEMENT
TEMPORARY
CONSTRUCTION
EASEMENT
' 10
PLAN NOTES #
1. EXISTING TREE(S) TO REMAIN, PROTECT IN PLACE.
2. EXISTING PAVEMENT TO REMAIN, PROTECT IN PLACE
3. REMOVE AND RESET EXISTING GATE, POST, AND BOLLARD
4. EXISTING LIGHT TO REMAIN, PROTECT IN PLACE
5. EXISTING BUILDING TO REMAIN, PROTECT IN PLACE
6. EXISTING CURB AND GUTTER, PROTECT IN PLACE
7. EXISTING GATE, PROTECT IN PLACE
8. PROPOSED PAVEMENT ELEVATION TO MATCH EXISTING
ELEVATION FLUSH
9. PROPOSED CONCRETE MULTI-USE TRAIL, REFER TO DETAILS
3/40-01 AND 2/40-01
10. PROPOSED SIDEWALK, REFER TO DETAIL 1/40-01
11. CONCRETE DRIVEWAY APRON, REFER TO DETAIL 10/40-02
12. FULL DEPTH ASPHALT PAVEMENT, REFER TO DETAIL 4/40-01
13. 6"X24" GDOT TYPE 2 CURB AND GUTTER, REFER TO DETAIL
10/40-01
14. PROPOSED CONCRETE FLUME WITH GRATE, REFER TO DETAIL
5/40-02
15. GRANITE CURB, REFER TO DETAIL 7/40-01
16. ACCESSIBLE RAMP. REFER TO GDOT DETAIL A3 & A4. DETECTABLE
WARNING SURFACE REFER TO GDOT STANDARD DETAILS SHEET
A4
17. PROPOSED CURB TO MATCH EXISTING CURB ELEVATION AND
PROFILE
18. PROPOSED PEDESTRIAN STREET LAMP, REFER TO LIGHTING PLAN
19. STOP BAR, 24" SOLID WHITE
20. HANDICAP ACCESSIBLE PARKING SIGN, REFER TO DETAIL 1/40-05
21. PAINTED CROSSWALK, REFER TO GDOT STANDARD T-11A
22. RAISED CROSSWALK, REFER TO DETAIL1/40-02
23. RAPID RECTANGULAR FLASHING BEACON, REFER TO DETAILS
3/40-04 AND 4/40-04
24. 4 INCH SOLID WHITE PAINTED PAVEMENT PARKING STRIPING
25. 4 INCH SOLID WHITE PAINTED PAVEMENT STRIPING @ 3' OC
26. SOLID WHITE PAINTED PAVEMENT DIAMOND
27. PERVIOUS PAVERS, REFER TO DETAIL 5/40-01
28. PERVIOUS PARKING PAVERS, REFER TO DETAIL 5/40-01
29. PROPOSED BENCH, REFER TO DETAIL 5/40-04
30. PROPOSED PICNIC TABLE REFER TO DETAIL 8/40-02
31. PROPOSED ONE WAY DO NOT ENTER SIGN, REFER TO DETAIL
3/40-05
32. PROPOSED MIN 2" MILLING AND ASPHALT SURFACE COURSE
INLAY. PROPOSED PVMT ELEVATION TO MATCH EXISTING PVMT
ELEVATION FLUSH
33. CLASS "B" CONCRETE BASE OR WIDENING, REFER TO DETAIL
11/40-01
34. RELOCATE EXISTING STOP SIGN
35. ALTERNATE BID PROPOSED TRAIL ENTRY COLUMNS, REFER TO
SHEET 40-03
36. PROPOSED BIKE RACK, REFER TO DETAIL 7/40-04
37. PROPOSED BIKE REPAIR STATION, REFER TO DETAIL 1/40-04
38. RELOCATE EXISTING SIGN
39. RELOCATE EXISTING LIGHT
40. PROPOSED BOLLARD, REFER TO DETAIL 6/40-02
41. EXISTING FENCE, PROTECT IN PLACE
42. EXISTING FIRE HYDRANT, PROTECT IN PLACE
43. PROPOSED FENCE TO TERMINATE AT EXISTING FENCE POST
44. EXISTING WATER VALVE MARKING POST, PROTECT IN PLACE
45. RELOCATE EXISTING WATER VALVE
46. PROPOSED RIP RAP
47. PICNIC PLAZA, REFER TO DETAIL 7/40-02
48. EXISTING SANITARY CLEANOUT, PROTECT IN PLACE RESET TO
PROPOSED GRADE
49. PROPOSED HANDICAP SYMBOL PAVEMENT MARKING, REFER TO
DETAIL 12/40-01
50. GRANITE WHEEL STOP, REFER TO DETAIL 4/40-02
51. GRAVEL TRENCH DRAIN AND CURB EDGE, REFER TO DETAIL
2/40-02
52. PROPOSED STOP SIGN, REFER TO DETAIL 2/40-05
53. FLUSH GRANITE CURB. REFER TO DETAIL 6/40-01
54. EAST TRAIL PLAZA REFER TO DETAIL 8/40-04
55. GDOT RUBBLE GRAVITY WALL REFER TO DETAIL
56. PERMEABLE PAVER UNDERDRAIN, REFER TO DETAIL 6/40-05
SD SD
SD
SD
CO
W
S
CO
W
CO
W
G
CO
S
CO
SDx SDx SDx SDx X
X X
X X
X X
XXXXXXXXXXXXXXXXXXXXX
X
SS
x
NEWTON COUNTY BOARD OF
EDUCATION
X003 001
1110 EMORY ST
DB 182 PG 633
PB 1 PG 130
VARIABLE R/W
E SOULE ST
VARIABLE R/W
R15' R15'
R20'
VA
R
IE
S R8'
3' 3'
PROPOSED 2" MIN
MILLING AND
RESURFACING
PAVEMENT (ALT BID 2)
48 17
2 41
16 10
13 13
12 12 12
PROPOSED 2" MIN
MILLING AND
RESURFACING
PAVEMENT (ALT BID 1)
32 32 32
LD
LDLDLDLDLD
LDLD
LDLDLDLDLDLD
LD
LDLDLDLDLDLDLD
LD LD LD LD LD
LD
LD
LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD
S
0+00
BP: 0+00.00
C6
TEMPORARY CONSTRUCTION EASEMENTTEMPORARY CONSTRUCTION EASEMENT
TEMPORARY CONSTRUCTION
EASEMENT(ALTERNATE BID)
TEMPORARY CONSTRUCTION
EASEMENT(ALTERNATE BID)
TEMPORARY CONSTRUCTION
EASEMENT(ALTERNATE BID)
Curve Table: Alignments
Curve #
C6
Radius
56.00
Length
64.87
Chord Direction
S56° 46' 30.29"E
Start Point
(2388561.95,1319444.90)
End Point
(2388613.23,1319411.31)
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_
ES
.d w g Ja n
, 2
- 1
0:
am
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-ES 36
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST SOULE 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 06/30/2025
AtkinsRéalis North America
13-01
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
A
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
-0
B
SD
CO
W
S
S
CO
W
W
W
CO
CITY OF OXFORD
X003 003A
SOULE ST
DB 4315 PG 687
PB 16 PG 156
CHARLES GILSTRAP
215 E SOULE ST
DB 113 PG 132
REBECCA MASK BALLARD & WILLIAM D.
BALLARD, JR
X002 001
1400 MITCHELL ST
DB 4358 PG 401
PB 54 PG 112
CATHY W. ALLEN
X002 026
219 E SOULE ST
DB 3032 PG 233
SARAH M. WILLIAMS
X002 027
225 E SOULE ST
DB 1402 PG 204
E SOULE ST
VARIABLE R/W
R30' R20'
R32'
R20'
18'
R20'
18'
170'352'
9'
130'
CORNER OF PROPERTY LINE TO DRIVEWAY ENTRANCE CENTER LINE DRIVEWAY ENTRANCE CENTERLINE TO DRIVEWAY ENTRANCE CENTER LINE
20'
20'
20'
1 1
15 20
49 25
R8'
6'
6'
6' 6'
STA 1+70.01
26.00 R
STA 3+49.66
56.00 L
STA 5+36.51
45.22 R
12 32
PROPOSED 2" MIN
MILLING AND
RESURFACING
PAVEMENT (ALT BID 2)
PROPOSED 2" MIN
MILLING AND
RESURFACING
PAVEMENT (ALT BID 2)
LD LD LD LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LDLD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD LD LD
LD LD
LD
LD
LD
LD
LD LD LD LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD LD LD LD LD
LD
LD
LD
LD
LDLDLDLDLDLDLD
LD
LD
LD
LD
LD
LD
LD
1+00
2+00
3+00
4+00 5+00
PCC: 1+19.79
PRC: 0+64.87
PRC: 5+41.08
0+50
1+50
2+50
3+50
4+50
5+50
C6
C7
C8
C9
9'9'
15 53 53
Curve Table: Alignments
Curve #
C6
C7
C8
C9
Radius
56.00
94.00
550.00
206.00
Length
64.87
54.92
421.29
136.67
Chord Direction
S56° 46' 30.29"E
S40° 19' 35.67"E
S79° 00' 25.18"E
S81° 56' 39.79"E
Start Point
(2388561.95,1319444.90)
(2388613.23,1319411.31)
(2388648.27,1319370.03)
(2389051.79,1319291.65)
End Point
(2388613.23,1319411.31)
(2388648.27,1319370.03)
(2389051.79,1319291.65)
(2389184.64,1319272.84)
PLAN NOTES #
1. EXISTING TREE(S) TO REMAIN, PROTECT IN PLACE.
2. EXISTING PAVEMENT TO REMAIN, PROTECT IN PLACE
3. REMOVE AND RESET EXISTING GATE, POST, AND BOLLARD
4. EXISTING LIGHT TO REMAIN, PROTECT IN PLACE
5. EXISTING BUILDING TO REMAIN, PROTECT IN PLACE
6. EXISTING CURB AND GUTTER, PROTECT IN PLACE
7. EXISTING GATE, PROTECT IN PLACE
8. PROPOSED PAVEMENT ELEVATION TO MATCH EXISTING
ELEVATION FLUSH
9. PROPOSED CONCRETE MULTI-USE TRAIL, REFER TO DETAILS
3/40-01 AND 2/40-01
10. PROPOSED SIDEWALK, REFER TO DETAIL 1/40-01
11. CONCRETE DRIVEWAY APRON, REFER TO DETAIL 10/40-02
12. FULL DEPTH ASPHALT PAVEMENT, REFER TO DETAIL 4/40-01
13. 6"X24" GDOT TYPE 2 CURB AND GUTTER, REFER TO DETAIL
10/40-01
14. PROPOSED CONCRETE FLUME WITH GRATE, REFER TO DETAIL
5/40-02
15. GRANITE CURB, REFER TO DETAIL 7/40-01
16. ACCESSIBLE RAMP. REFER TO GDOT DETAIL A3 & A4. DETECTABLE
WARNING SURFACE REFER TO GDOT STANDARD DETAILS SHEET
A4
17. PROPOSED CURB TO MATCH EXISTING CURB ELEVATION AND
PROFILE
18. PROPOSED PEDESTRIAN STREET LAMP, REFER TO LIGHTING PLAN
19. STOP BAR, 24" SOLID WHITE
20. HANDICAP ACCESSIBLE PARKING SIGN, REFER TO DETAIL 1/40-05
21. PAINTED CROSSWALK, REFER TO GDOT STANDARD T-11A
22. RAISED CROSSWALK, REFER TO DETAIL1/40-02
23. RAPID RECTANGULAR FLASHING BEACON, REFER TO DETAILS
3/40-04 AND 4/40-04
24. 4 INCH SOLID WHITE PAINTED PAVEMENT PARKING STRIPING
25. 4 INCH SOLID WHITE PAINTED PAVEMENT STRIPING @ 3' OC
26. SOLID WHITE PAINTED PAVEMENT DIAMOND
27. PERVIOUS PAVERS, REFER TO DETAIL 5/40-01
28. PERVIOUS PARKING PAVERS, REFER TO DETAIL 5/40-01
29. PROPOSED BENCH, REFER TO DETAIL 5/40-04
30. PROPOSED PICNIC TABLE REFER TO DETAIL 8/40-02
31. PROPOSED ONE WAY DO NOT ENTER SIGN, REFER TO DETAIL
3/40-05
32. PROPOSED MIN 2" MILLING AND ASPHALT SURFACE COURSE
INLAY. PROPOSED PVMT ELEVATION TO MATCH EXISTING PVMT
ELEVATION FLUSH
33. CLASS "B" CONCRETE BASE OR WIDENING, REFER TO DETAIL
11/40-01
34. RELOCATE EXISTING STOP SIGN
35. ALTERNATE BID PROPOSED TRAIL ENTRY COLUMNS, REFER TO
SHEET 40-03
36. PROPOSED BIKE RACK, REFER TO DETAIL 7/40-04
37. PROPOSED BIKE REPAIR STATION, REFER TO DETAIL 1/40-04
38. RELOCATE EXISTING SIGN
39. RELOCATE EXISTING LIGHT
40. PROPOSED BOLLARD, REFER TO DETAIL 6/40-02
41. EXISTING FENCE, PROTECT IN PLACE
42. EXISTING FIRE HYDRANT, PROTECT IN PLACE
43. PROPOSED FENCE TO TERMINATE AT EXISTING FENCE POST
44. EXISTING WATER VALVE MARKING POST, PROTECT IN PLACE
45. RELOCATE EXISTING WATER VALVE
46. PROPOSED RIP RAP
47. PICNIC PLAZA, REFER TO DETAIL 7/40-02
48. EXISTING SANITARY CLEANOUT, PROTECT IN PLACE RESET TO
PROPOSED GRADE
49. PROPOSED HANDICAP SYMBOL PAVEMENT MARKING, REFER TO
DETAIL 12/40-01
50. GRANITE WHEEL STOP, REFER TO DETAIL 4/40-02
51. GRAVEL TRENCH DRAIN AND CURB EDGE, REFER TO DETAIL
2/40-02
52. PROPOSED STOP SIGN, REFER TO DETAIL 2/40-05
53. FLUSH GRANITE CURB. REFER TO DETAIL 6/40-01
54. EAST TRAIL PLAZA REFER TO DETAIL 8/40-04
55. GDOT RUBBLE GRAVITY WALL REFER TO DETAIL
56. PERMEABLE PAVER UNDERDRAIN, REFER TO DETAIL 6/40-05
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_
ES
.d w g Ja n
, 2
- 1
0:
am
PROJECT NUMBER
GA
ST SHEET
NO.
TOTAL
SHEETS
100088565-ES 36
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
CITY OF OXFORD, GEORGIA
EAST SOULE 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 06/30/2025
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
ACCESSIBLE
PICNIC TABLE
PLAZA
SD
S
S
S
S
TIMOTHY G. WILLIAMS & BRENDA D.
WILLIAMS
X002 027A
229 E SOULE ST
DB 2486 PG 75
CITY OF COVINGTON
C061 014
WILLIAMS RD
DB 3202 PG 412
PB 19 PG 141
E SOULE ST
VARIABLE R/W
FL
O
O D
Z O
N E
"A
FL
O
O D
Z O
N E
"X
FLOOD ZONE "A"
FLOOD ZONE "X"
WETLAND
' E
AS
EM
EN
T
CATOVA CREEK
25' S
TREAM BUFFER
25' S
TREAM BUFFER
R38'
R20'
18'
20'
R20'
R40'
6'
12'
12'
6'
6'
12'
R5'
R5'
R3'
R26'
FUTURE TRAIL
CONNECTION
DONE BY OTHERS
11 1 1 1
6'
6'
1 1
R10'
R10'
32 32
FUTURE TRAIL
CONNECTION
DONE BY OTHERS
STA 6+43.97
90.62 L
10'R 10'R
15'R
STA 10+04.04
0.00
STA 10+18.77
0.00
PROPOSED 2" MIN
MILLING AND
RESURFACING
PAVEMENT (ALT BID 2)
PROPOSED 2" MIN
MILLING AND
RESURFACING
PAVEMENT (ALT BID 2)
LD LD
LD
LD
LD
LD
LD LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LDLD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
+2
6+00
7+00 8+00
9+
+0
EP: 10+29.15
PI: 9+58.34
PC: 9+65.83
PT: 9+04.45
PT: 10+09.92
PRC: 6+77.75
6+50
7+50
8+50
9+
C10
L2
C4
8' R 30'5'
8'
C9
C10
206.00
146.00
136.67
226.71
S81° 56' 39.79"E
N72° 34' 41.10"E
(2389051.79,1319291.65)
(2389184.64,1319272.84)
(2389184.64,1319272.84)
(2389379.86,1319334.10)
Line Table: Alignments
Line #
L2
Length
53.89
Direction
N28° 05' 39.00"E
Start Point
(2389379.86,1319334.10)
End Point
(2389405.24,1319381.64)
Curve Table: Alignments
Curve # Radius Length Chord Direction Start Point End Point
PLAN NOTES #
1. EXISTING TREE(S) TO REMAIN, PROTECT IN PLACE.
2. EXISTING PAVEMENT TO REMAIN, PROTECT IN PLACE
3. REMOVE AND RESET EXISTING GATE, POST, AND BOLLARD
4. EXISTING LIGHT TO REMAIN, PROTECT IN PLACE
5. EXISTING BUILDING TO REMAIN, PROTECT IN PLACE
6. EXISTING CURB AND GUTTER, PROTECT IN PLACE
7. EXISTING GATE, PROTECT IN PLACE
8. PROPOSED PAVEMENT ELEVATION TO MATCH EXISTING
ELEVATION FLUSH
9. PROPOSED CONCRETE MULTI-USE TRAIL, REFER TO DETAILS
3/40-01 AND 2/40-01
10. PROPOSED SIDEWALK, REFER TO DETAIL 1/40-01
11. CONCRETE DRIVEWAY APRON, REFER TO DETAIL 10/40-02
12. FULL DEPTH ASPHALT PAVEMENT, REFER TO DETAIL 4/40-01
13. 6"X24" GDOT TYPE 2 CURB AND GUTTER, REFER TO DETAIL
10/40-01
14. PROPOSED CONCRETE FLUME WITH GRATE, REFER TO DETAIL
5/40-02
15. GRANITE CURB, REFER TO DETAIL 7/40-01
16. ACCESSIBLE RAMP. REFER TO GDOT DETAIL A3 & A4. DETECTABLE
WARNING SURFACE REFER TO GDOT STANDARD DETAILS SHEET
A4
17. PROPOSED CURB TO MATCH EXISTING CURB ELEVATION AND
PR…
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 .