industrial blvd lift station sewer ext_plans_.pdf

PDF 13 MB Posted Jul 21, 2026

Attached to: 2026-14 Industrial Boulevard Lift Station -Sewer Extension
Solicitation number: PE-70750-NONST-2027-000000075
Issued by: Newton County, Georgia

About this file

Written by GovTribe AI · Jul 31, 2026

This document comprises construction plans and specifications for the Industrial Boulevard Lift Station Sewer Extension project issued by the City of Covington, Georgia (Bid No. 2026-14). The project involves the installation of approximately 1,165 linear feet of new 8-inch sanitary sewer infrastructure, including open-cut polyvinyl chloride (PVC) and ductile iron pipe (DIP), as well as directional drilling utilizing 8-inch high-density polyethylene (HDPE) pipe. The work scope includes construction of new sanitary sewer manholes, connections to the existing sewer system, bypass pumping to maintain service during construction, adjustment of existing manholes to grade, and installation of associated fittings and appurtenances. The project is located at Industrial Boulevard in Covington, Georgia (Land Lot 274, Newton County), on approximately 0.76 acres, and is not located within a FEMA floodplain. Sealed bids were received until 10:00 a.m. on Thursday, August 27, 2026, at Covington City Hall, 2194 Emory Street NW, Covington, GA 30014, with public bid opening at 2116 Stallings Street NW. The primary contact is Robert Barber, Water and Sewer Manager, at (678) 414-1434.

The construction documents specify detailed requirements for trench safety, utility coordination, dewatering, erosion and sediment control, and inspection protocols. All construction must conform to City of Covington standards and applicable specifications, with the contractor responsible for coordinating work with the city, obtaining Georgia 811 utility locates a minimum of three business days before excavation, and maintaining bypass pumping throughout construction. The contractor must provide temporary erosion control measures, including silt fencing and sediment traps, prior to or concurrent with construction commencement and maintain all disturbed areas with appropriate stabilization and seeding. Shop drawings and product certifications are required for all materials prior to ordering. Following substantial completion, the contractor must provide a record survey and CAD file prepared by a Georgia-registered land surveyor to document sewer alignment, manhole locations, pipe specifications, and site features. The contractor bears responsibility for all costs associated with bypass pumping, dewatering, utility relocation, road repairs, monitoring well buffer maintenance, and site restoration.

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SITE INFORMATION

LANDLOT 274 OF UNKNOWN LAND DISTRICT

LATITUDE: 33.612635 LONGITUDE: -83.833425

THIS PROJECT IS NOT LOCATED WITHIN A FLOODPLAIN, PER FEMA

FLOOD MAP PANEL 13217C0127D, EFFECTIVE DATE: 03-17-2014

PROJECT ISSUE SEQUENCE

GWES PROJECT NUMBER: 060.29.1.25

INDUSTRIAL BOULEVARD LIFT STATION: SEWER EXTENSION

FOR THE

CITY OF COVINGTON

2194 EMORY STREET NW, COVINGTON, GEORGIA 30014

24-HOUR CONTACT: ROBERT BARBER,

WATER AND SEWER MANAGER

TELEPHONE: (678) 414-1434

EMAIL: RBARBER@CITYOFCOVINGTON.ORG

CITY OF COVINGTON BID NO. 2026-14

VICINITY MAP

SCALE: N.T.S.

I-20

-1

ALC

OVY RD

PROJECT

AREA

NO. DATE DESCRIPTION

I-20

-14

HWY 278 NE

HWY 81

JACKSON HWY

ALC

OVY RD

INDUSTRIAL

DR NE

HWY 278 NE

DRAWING INDEX

DRAWING NO. SHEET TITLE

CV-1 COVER

C-1 GENERAL NOTES, CONSTRUCTION NOTES, LEGEND, AND ABBREVIATIONS

C-2 KEY MAP

C-3 EXISTING CONDITION AND DEMOLITION

C-4 SITE PLAN

C-5 PROFILES

C-6 PROFILES

C-7 CONSTRUCTION DETAILS

C-8 ESPCP DETAILS

C-9 ESPCP DETAILS

0 7/7/26 ISSUE FOR BID

SS->

LEGEND

STORMWATER PIPING

TREE

CONTROL POINT

BENCHMARK

SANITARY SEWER W/ MANHOLE

PROPERTY LINE W/ PIN

EXISTING PROPOSED

LOD LODLIMITS OF CLEARING

AND CONSTRUCTION

OHP

OVERHEAD POWER/POWER POLE

WATER LINE

GAS METER

GRAVEL

FIRE HYDRANT

ASPHALT PAVING

LIGHT POLE/GUY WIRE

SIGN

IPF

VALVE

18" HARDWOOD

TREELINE

MAIL BOX

HEADWALL

FLARED END SECTION

CONTOUR

SILT FENCE

XXXXXX

400 400

REMOVE AND REPLACE

SS->

TELEPHONE PEDESTAL

FIBER OPTIC MARKER

RIGHT OF WAY (R/W)

EASEMENT

CFS - CUBIC FEET PER SECOND

CONC - CONCRETE

CMP - CORRUGATED METAL PIPE

CP - CONTROL POINT

DIP - DUCTILE IRON PIPE

EL - ELEVATION

ESPCP - EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN

GDOT - GEORGIA DEPARTMENT OF TRANSPORTATION

HDPE - HIGH-DENSITY POLYETHYLENE

INV - INVERT

LF - LINEAR FEET

PVC - POLYVINYL CHLORIDE

OC - ON CENTER

FPS - FEET PER SECOND

RCEP - REINFORCED CONCRETE ELLIPTICAL PIPE

RCP - REINFORCED CONCRETE PIPE

SF - SQUARE FEET

MH - MANHOLE

STD - STANDARD

SY - SQUARE YARDS

STA - STATION

TYP - TYPICAL

VF - VERTICAL FEET

ABBREVIATION LEGEND

GENERAL NOTES:

1. CONTRACTOR TO COORDINATE ALL CONSTRUCTION WITH THE OWNER, CITY OF COVINGTON. ADDRESS IS 2194 EMORY STREET NW, COVINGTON, GEORGIA 30014. 24-HOUR CONTACT ROBERT BARBER, (678) 414-1434.

2. ALL CONSTRUCTION SHALL CONFORM TO THE PLANS, SPECIFICATIONS, AND CITY STANDARDS. IN THE EVENT OF CONFLICTS, THE

STRICTER OF THE STANDARDS SHALL APPLY.

3. ANY REFERENCE TO “CONTRACTOR” SHALL BE ASSUMED TO ALSO APPLY TO ANY AND ALL OF THE CONTRACTOR'S VENDORS, SUPPLIERS, AND SUBCONTRACTORS.

4. THIS PROJECT IS LOCATED IN UNKNOWN DISTRICT/LAND LOT 274 OF NEWTON COUNTY, GA. THIS PROJECT IS NOT LOCATED WITHIN A

FLOODPLAIN PER FEMA MAP PANEL(S) 13217C0127D, EFFECTIVE DATE:03-17-2014.

5. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. ENGINEER AND OWNER DO NOT ASSUME RESPONSIBILITY OF THE

ACCURACY OF THE LOCATIONS SHOWN.

6. THE TOPOGRAPHIC SURVEY WAS PREPARED BY STRANGE LAND SURVEYING, INC. DATED 08-14-2025. STRANGE LAND SURVEYING, INC.

NOR THE LICENSED PROFESSIONAL ASSUME ANY LIABILITY FOR THE EXISTENCE, LOCATION, MATERIAL OR SIZE OF ANY UNDERGROUND UTILITY SHOWN ON THIS SURVEY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE, EXACT LOCATION, MATERIAL AND SIZE OF ANY UNDERGROUND UTILITY BEFORE BIDDING OR EXCAVATING ON THIS PROJECT. THE TOPOGRAPHIC AND ELEVATION DATA SHOWN HEREON WAS OBTAINED FROM STRANGE LAND SURVEYING, INC. AND IS NOT CERTIFIED AS CORRECT BY THIS

ENGINEER. USERS OF THIS DATA DO SO AT THEIR OWN RISK.

7. THE CONTRACTOR SHALL CONTACT GEORGIA 811 EITHER BY DIALING 811 OR BY SUBMITTING A DIG TICKET ONLINE, A MINIMUM OF THREE (3) BUSINESS DAYS PRIOR TO THE START OF ANY EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INFORMATION, INCLUDING CONTACT INFORMATION, EXACT WORK LOCATION, DIRECTIONS TO SITE, TYPE OF WORK TO BE PERFORMED, ANTICIPATED START DATE, AND EXPECTED DURATION OF WORK. THE CONTRACTOR SHALL ALLOW UTILITY OWNERS THE LEGALLY REQUIRED RESPONSE TIME TO LOCATE AND MARK UNDERGROUND UTILITIES AND SHALL VERIFY ALL UTILITY RESPONSES THROUGH THE POSITIVE RESPONSE INFORMATION SYSTEM (PRIS) BEFORE COMMENCING ANY WORK. EXCAVATION SHALL NOT BEGIN UNTIL ALL UTILITIES HAVE RESPONDED AND NO UNMARKED BUT VISIBLY APPARENT UNDERGROUND UTILITIES ARE PRESENT. IF UTILITY MARKINGS ARE MISSING, UNCLEAR, OR RESPONSES ARE INCOMPLETE, THE CONTRACTOR SHALL CONTACT GEORGIA 811 FOR RE-NOTIFICATION PRIOR TO PROCEEDING. ALL EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE TOLERANCE ZONE REQUIREMENTS AND SAFE DIGGING PRACTICES, PARTICULARLY WHEN OPERATING MECHANIZED EQUIPMENT.

8. THE CONTRACTOR SHALL VERIFY LOCATIONS AND SIZES OF EXISTING UTILITIES. IF A DISCREPANCY EXISTS WITH THE UTILITY LOCATIONS, THE CONTRACTOR SHALL CONTACT THE OWNER BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO VERIFY ALL POTENTIAL UTILITY CONFLICTS AND SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE

ACTUAL FIELD CONDITIONS.

9. THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO PROVIDE THE HORIZONTAL AND VERTICAL CONTROL DATA FOR THE PROJECT. BENCHMARK AND SURVEY CONTROL POINT INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT

TO THE ATTENTION OF THE OWNER IMMEDIATELY.

10. ANY REFERENCE POINTS, RIGHT-OF-WAY MONUMENTS, PROPERTY CORNERS, BENCHMARKS OR OTHER MONUMENTS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE RESTORED BY A REGISTERED LAND SURVEYOR LICENSED TO PRACTICE IN THE STATE OF GEORGIA, WITH ALL ASSOCIATED COSTS BORNE BY THE CONTRACTOR. LIKEWISE, ALL LANDSCAPES, STREET SIGNS, MAILBOXES, TRAFFIC SIGNS AND OTHER STREET FURNITURE AND APPURTENANCES DISTURBED BY CONSTRUCTION OPERATIONS SHALL BE

RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION.

11. ALL CONSTRUCTION ON PRIVATE PROPERTY REQUIRES A TEMPORARY OR PERMANENT EASEMENT. THE OWNER WILL OBTAIN SUCH

EASEMENTS.

12. THE CONTRACTOR SHALL NOTIFY APPROPRIATE INSPECTORS AT LEAST 2 BUSINESS DAYS PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL COORDINATE WORK SCHEDULE DAILY WITH INSPECTORS ONCE CONSTRUCTION COMMENCES UNTIL PROJECT COMPLETION. CONTRACTOR SHALL REVIEW WORK COMPLETED QUANTITIES WITH INSPECTORS PRIOR TO SUBMISSION OF MONTHLY

PAY APPLICATION REQUEST.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING AND SECURING ANY NECESSARY STORAGE AND STAGING AREAS FOR CONSTRUCTION EQUIPMENT AND MATERIAL. SECURITY OF EQUIPMENT AND MATERIAL SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

14. CONSTRUCTION AND STORAGE AREAS SHALL BE KEPT NEAT AND CLEAN AT ALL TIMES.

15. SHOP DRAWINGS AND CERTIFICATIONS FOR ALL CONSTRUCTION MATERIALS ARE REQUIRED. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND PRODUCT LITERATURE TO THE ENGINEER FOR REVIEW PRIOR TO ORDERING THE MATERIALS REQUIRED FOR

CONSTRUCTION.

16. THE CLEARING AND CONSTRUCTION LIMITS ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THESE LIMITS. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING AREAS WITHOUT WRITTEN CONSENT FROM THE OWNER AND THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE COMPLETED BY THE CONTRACTOR IMMEDIATELY.

ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE ALLOWED.

DO NOT REMOVE TREES, ORNAMENTALS, LANDSCAPING, OR OTHER LANDSCAPE ITEMS WITHOUT PRIOR APPROVAL FROM OWNER.

17. THE CONTRACTOR SHALL MAINTAIN ACCESS TO PUBLIC, PRIVATE, AND COMMERCIAL PROPERTIES AT ALL TIMES DURING

CONSTRUCTION.

18. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN AND REPAIR ALL ROADS DAMAGED DURING THE CONSTRUCTION PERIOD. IN SO DOING, THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE BEFORE AND AFTER VIDEOS OF ROAD CONDITION FROM THE PROJECT SITE TO THE NEAREST STATE HIGHWAY. THE PUBLIC WORKS AND ROAD DEPARTMENTS OF THE RESPECTIVE CITIES AND COUNTIES SHALL BE CONTACTED BEFORE CONSTRUCTION BEGINS AND VIDEOS PROVIDED FOR THEIR REVIEW AND ACCEPTANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PROVIDING ANY REPAIR BONDS REQUIRED BY THE RESPECTIVE ROAD

DEPARTMENTS. LOAD LIMITS ON EXISTING ROADS SHALL BE OBSERVED BY THE CONTRACTORS.

19. CONTRACTOR SHALL KEEP EXISTING CHANNELS AND DITCHES OPEN TO STORMWATER PASSAGE AT ALL TIMES DURING THE PROJECT.

20. CONTRACTOR SHALL DEWATER WORK AREA TO PROVIDE DRY EXCAVATION AT ALL TIMES. CONTRACTOR SHALL PROVIDE ALL PIPE, PUMPS, MATS, STONE, SAND, EXCAVATION, LABOR, ETC. TO ADEQUATELY DEWATER WORK AREA. IF CONTRACTOR ENCOUNTERS GROUNDWATER, GEOTEXTILE MUST BE LAID BELOW PIPE BEDDING MATERIALS. DEWATERING AND GEOTEXTILE COSTS SHALL BE

INCIDENTAL TO BID ITEMS PRICES.

21. ALL WASTE MATERIALS EXCAVATED FROM THE SITE SHALL BE REMOVED AND PROPERLY DISPOSED OFF-SITE BY THE CONTRACTOR.

MATERIALS SHALL BE STOCKPILED SEPARATELY AS TO USABLE (NON-ORGANIC) FILL STOCKPILES AND ORGANIC (MUCK) STOCKPILES.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM OR STOCKPILED ON THE SITE.

22. THE CONTRACTOR SHALL PREPARE AND FILE THE NOTICE OF INTENT FOR COVERAGE UNDER THE APPLICABLE NPDES GENERAL PERMIT TO DISCHARGE STORMWATER ASSOCIATED WITH THE CONSTRUCTION ACTIVITY AND PAY ALL REQUIRED FEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL IMPLEMENTATION OF THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN, INCLUDING

RAINFALL MONITORING, INSPECTIONS AND ALL OTHER REQUIREMENTS OF THE PERMIT.

23. EROSION, SEDIMENTATION AND POLLUTION CONTROL MEASURES SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR WITHIN THE LIMITS OF CLEARING AND CONSTRUCTION PRIOR TO OR CONCURRENT WITH THE COMMENCEMENT OF CONSTRUCTION. THESE MEASURES SHALL BE INSTALLED, PHASED, AND INSPECTED BY THE CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED IMMEDIATELY. REFER TO EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN FOR ADDITIONAL REQUIREMENTS.

SEE DRAWING NUMBERS C-8 THROUGH C-9 EROSION, SEDIMENTATION, AND POLLUTION CONTROL NOTES AND DETAILS.

24. ALL DISTURBED AREAS SHALL BE RE-VEGETATED IMMEDIATELY AFTER CONSTRUCTION IN A MANNER CONSISTENT WITH THE MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED PRIOR TO OR

CONCURRENT WITH THE START OF CONSTRUCTION.

25. THE CONTRACTOR SHALL STOCKPILE AND LATER SPREAD A MINIMUM OF 4 INCHES OF TOPSOIL IN AREAS TO BE LANDSCAPED OR

SEEDED.

26. THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE HARD COPY OF THE APPROVED CONSTRUCTION PLANS AND THE APPROVED UTILITY ENCROACHMENT PERMIT ON-SITE AT ALL TIMES AND MAKE THEM READILY AVAILABLE FOR REFERENCE AND REVIEW BY THE OWNER, ENGINEER, AND OTHER AUTHORIZED REPRESENTATIVES. COORDINATION AND ACQUISITION OF THE UTILITY ENCROACHMENT PERMIT WILL BE PERFORMED BY THE ENGINEER; HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND

MAINTAINING A COPY OF THE APPROVED PERMIT ON-SITE THROUGHOUT CONSTRUCTION.

SEWER NOTES:

UTILITIES

1. THE MINIMUM HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER LINES, SEWER LINES, AND STORM DRAINS SHALL CONFORM

TO THE OWNER'S REQUIREMENTS.

2. ALL EXCAVATED TRENCHES SHALL BE COMPLETELY FILLED OR COVERED WITH PLATES AT THE END OF EACH WORKDAY.

3. CONTRACTOR SHALL DEWATER WORK AREA TO PROVIDE DRY EXCAVATION AT ALL TIMES. CONTRACTOR SHALL PROVIDE ALL PIPE, PUMPS, MATS, STONE, SAND, EXCAVATION, LABOR, ETC. TO ADEQUATELY DEWATER WORK AREA. IF CONTRACTOR ENCOUNTERS GROUNDWATER, GEOTEXTILE MUST BE LAID BELOW PIPE BEDDING MATERIALS. DEWATERING AND GEOTEXTILE COSTS SHALL BE

INCIDENTAL TO BID ITEMS PRICES UNLESS OTHERWISE SPECIFIED ON DRAWINGS.

4. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ORGANIC MATTER, STUMPS, DELETERIOUS MATTER, CONCRETE PAVING, FOUNDATIONS, AND OTHER UNSUITABLE MATERIAL FROM WITHIN THE TRENCH AREAS.

5. STRUCTURAL FILL SHALL MEET COMPACTION REQUIREMENTS AND STANDARDS SET FORTH IN THE SPECIFICATIONS. MATERIALS EXCAVATED THAT ARE NOT SUITABLE FOR BACKFILL SHALL BE REMOVED FROM PROJECT AREA AT NO DIRECT COST TO THE OWNER.

BORROW MATERIALS MUST MEET REQUIREMENTS OF STRUCTURAL FILL AND SHALL BE OBTAINED FROM A SUITABLE SOURCE AND AT

THE EXPENSE OF THE CONTRACTOR.

6. ANY UTILITY CONFLICTS OR RELOCATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT OWNER CONSTRUCTION

STANDARDS UNLESS OTHERWISE SHOWN ON DRAWINGS.

SEWER

1. CONTRACTOR SHALL RELOCATE ANY UTILITIES AT CONTRACTOR'S EXPENSE AS NEEDED TO INSTALL SEWER INFRASTRUCTURE UNLESS

OTHERWISE NOTED ON DRAWINGS. COORDINATE WITH UTILITY OWNERS.

2. MINIMUM DEPTH OF BURY ON GRAVITY SEWER AND FORCE MAIN SHALL BE 4 FEET UNLESS OTHERWISE NOTED. COVER DEPTHS LESS

THAN 4 FEET MUST BE APPROVED BY THE ENGINEER AND OWNER.

3. CONTRACTOR SHALL MAINTAIN 10' SPACING BETWEEN THE GRAVITY SEWER MAIN AND EXISTING WATER MAINS WHERE POSSIBLE.

WHERE 10' SPACING ISN'T POSSIBLE, SANITARY SEWER SHALL BE INSTALLED WITH 18" VERTICAL DISTANCE BETWEEN BOTTOM OF

WATER MAIN AND TOP OF GRAVITY SEWER.

4. A MINIMUM SEPARATION OF 20' OR TWO TIMES THE DEPTH OF THE GRAVITY SEWER MAIN, WHICHEVER IS GREATER, SHALL BE MAINTAINED FROM ALL BUILDINGS, FOUNDATIONS AND TOP OF BANK ON ALL PONDS. ANY DEVIATION FROM THE REQUIREMENT MUST BE

APPROVED IN WRITING BY THE OWNER.

5. CONTRACTOR SHALL CONDUCT MANHOLE/WETWELL TESTING, PIPE DEFLECTION TESTING AND AIR TESTING. ALL TESTING SHALL BE

DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE OWNER.

6. TRENCH SAFETY WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. TRENCH SLOPES AND BENCHING SHALL MEET OSHA

REQUIREMENTS TO ENSURE A SAFE PROJECT.

PROJECT CLOSEOUT

1. FOLLOWING SUBSTANTIAL COMPLETION OF THE PROJECT AND PRIOR TO FINAL PAYMENT, A RECORD SURVEY SHALL BE PERFORMED OF THE PROJECT AND CAD FILE OF SURVEY SHALL BE PROVIDED TO ENGINEER FOR PREPARATION OF RECORD DRAWINGS. THE SURVEY SHALL BE PERFORMED BY A LAND SURVEYOR REGISTERED IN THE STATE OF GEORGIA ARRANGED, COORDINATED, AND PAID FOR BY THE CONTRACTOR. THE RECORD SURVEY SHALL SHOW SANITARY SEWER ALIGNMENT, MANHOLE LOCATIONS, PIPE SIZES, PIPE TYPES, INVERT ELEVATIONS, FENCE LAYOUT, SITE CONTOURS, BUILDING CORNERS, VAULT AND WETWELL CORNERS, GENERATOR CORNERS, TRANSFORMER LOCATION, WELL LOCATION, AND ALL OTHER UTILITIES LOCATED ON THE PROJECT SITE . A REDLINE MARKUP OF THE DRAWINGS SHALL BE PREPARED WITH ALL INFORMATION SHOWN AND DELIVERED TO THE ENGINEER IN ACCORDANCE WITH THE

GENERAL CONDITIONS.

PROJECT SCOPE:

THE PROJECT SCOPE INCLUDES REROUTING THE EXISTING GRAVITY SEWER TO BYPASS THE CURRENT LIFT STATION, ALLOWING ITS

DECOMMISSIONING (BY OTHERS). IN SUMMARY, THIS INVOLVES:

1. PROVIDING TEMPORARY BYPASS PUMPING TO MAINTAIN SERVICE DURING CONSTRUCTION;

2. PLUGGING DOWNSTREAM MANHOLES AND ABANDON EXISTING PIPE;

3. INSTALLING NEW GRAVITY SEWER PIPING AND MANHOLES ALONG THE REROUTED ALIGNMENT;

4. MODIFYING EXISTING CLEANOUT INVERTS;

5. PERFORMING A DIRECTIONAL BORE BENEATH THE EXISTING STEPS TO AVOID DISTURBANCE; AND

6. IMPLEMENTING EROSION CONTROL FOR DISTURBED AREAS.

ISSUE SEQUENCE

NO. DATE DESCRIPTION

DRAWING NO.

SHEET:

\U se rs\ ch els ea .fa llin \on ed riv e - G we s, Llc \D es kto p\0

.29 .1.

C ov ing ton In du str ial P s\_ pla n_ sh ee ts\

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/07 /15

:59

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By : C he lse a F all in

CHECKED:

APPROVED:

DESIGNED:

PROJECT NO.:

DATE:

0 7/7/26 ISSUE FOR BID

C-1 1 9

GENERAL NOTES,

CONSTRUCTION NOTES, LEGEND,

AND ABBREVIATIONS

B.B.M.

C.H.F.

060.29.1.25

C.H.F.

JUNE 2026

GSWCC LEVEL II CERTIFICATION 97778

EXPIRATION DATE: 10-08-2027

SCALE: N/A

MONITORING WELL NOTES:

1. CONTRACTOR SHALL ENSURE THAT A 10' BUFFER IS MAINTAINED AT ALL TIMES AROUND ALL MONITORING

WELLS. SEE DETAIL AT RIGHT.

2. IF GROUNDWATER IS ENCOUNTERED AT ANY TIME DURING GROUND EXCAVATION, CONTRACTOR SHALL

IMMEDIATELY ENACT PROTOCOL BELOW:

2.1. CALL SHAMUS MULVIHILL, PLANT MANAGER AT RESRG AUTOMOTIVE AT (770) 743-6409.

2.2. CALL MATT TILLER, DIRECTOR OF REMEDIATION AT GEORGIA-PACIFIC AT (478) 461-4514.

2.3. EMAIL SHAMUS MULVIHILL, MATT TILLER, BRIAN YODER, BURKE MURPH, AND CHELSEA FALLIN.

TO: SHAMUS MULVIHILL SHAMUS.MULVIHILL@RESRGAUTOMOTIVE.COM

MATT TILLER MATT.TILLER@GAPAC.COM

CC: BRIAN YODER BYODER@CITYOFCOVINGTON.ORG

BURKE MURPH BURKE.MURPH@GWESLLC.COM

CHELSEA FALLIN CHELSEA.FALLIN@GWESLLC.COM

MONITORING WELL

10' BUFFER

WELL MONITORING BUFFER DETAIL

NOT TO SCALE

O F

ISSUE SEQUENCE

NO. DATE DESCRIPTION

DRAWING NO.

SHEET:

\U se rs\ ch els ea .fa llin \on ed riv e - G we s, Llc \D es kto p\0

.29 .1.

C ov ing ton In du str ial P s\_ pla n_ sh ee ts\

_c ov er _s he et.

dw g

/07 /15

:59

A M

By : C he lse a F all in

CHECKED:

APPROVED:

DESIGNED:

PROJECT NO.:

DATE:

0 7/7/26 ISSUE FOR BID

KEY MAP

C-2

C-2GENERAL LOCATION MAP

I-20

ALC

OVY RD

PROJECT

AREA

I-20

-14

HWY 278 NE

I-20

ALC

OVY RD

INDUSTRIAL BLVD

INDUSTRIAL DR NE

B.B.M.

C.H.F.

060.29.1.25

C.H.F.

JUNE 2026

GSWCC LEVEL II CERTIFICATION 97778

EXPIRATION DATE: 10-08-2027

0 500' 1000'250'

SCALE:

O F

WATERFORD RD NE

SETTLERS GROVE RD NE

INDUSTRIAL BLVD (100' R/W)

(6 0'

R/ W

WATERFORD RD (50' R/W)

(6 0'

R/ W

SETTLERS GROVE RD

(50 ' R

N/F

COVINGTON MOULDING CO

C/O GUARDIAN AUTOMOTIVE

N/F

RONGRONG DENG

N/F

RONGRONG DENG

N/F

JASON GRINDLE

N/F

LARRY & VALERIE DANIEL

N/F

ANDRE LUTON

N/F

WILLIE JEAN BELL

N/F

AMBER DAWN WALTOWER

N/F

RESICAP GEORGIA OWNER LLC

N/F

CONYERS SQUARE LLP

N/F

NEWTON HOSPITALITY LLC

N/F

JST RENTAL PROPERTIES II LLC

N/F

DRW ENTERPRISES LLCN/F

TS CENTRAL PROPERTIES LLC

SANITARY SEWER

MH TOP=*

*UNDER CONSTRUCTION

LIMITS OF CONSTRUCTION (0.76 AC)

ISSUE SEQUENCE

NO. DATE DESCRIPTION

DRAWING NO.

SHEET:

\U se rs\ ch els ea .fa llin \on ed riv e - G we s, Llc \D es kto p\0

.29 .1.

C ov ing ton In du str ial P s\_ pla n_ sh ee ts\

_s an ita ry_ se we r_ pla n_ pr ofi le.

dw g

/07 /15

:00

A M

By : C he lse a F all in

CHECKED:

APPROVED:

DESIGNED:

PROJECT NO.:

DATE:

0 7/7/26 ISSUE FOR BID

EXISTING CONDITION AND

DEMOLITION

C-3

B.B.M.

C.H.F.

060.29.1.25

C.H.F.

JUNE 2026

GSWCC LEVEL II CERTIFICATION 97778

EXPIRATION DATE: 10-08-2027

SCALE:

0 40' 80'

SAW CUT ALONG EDGE OF ASPHALT

DEMO AND REMOVE ±15 SY OF ASPHALT

SAW CUT ALONG EDGE OF ASPHALT

DEMO AND REMOVE ±30 SY OF ASPHALT

MONITORING WELL NOTES:

1. CONTRACTOR SHALL ENSURE THAT A 10' BUFFER IS MAINTAINED AT ALL TIMES AROUND ALL

MONITORING WELLS. SEE DETAIL AT RIGHT.

2. IF GROUNDWATER IS ENCOUNTERED AT ANY TIME DURING GROUND EXCAVATION,

CONTRACTOR SHALL IMMEDIATELY ENACT PROTOCOL BELOW:

2.1. CALL SHAMUS MULVIHILL, PLANT MANAGER AT RESRG AUTOMOTIVE AT (770) 743-6409.

2.2. CALL MATT TILLER, DIRECTOR OF REMEDIATION AT GEORGIA-PACIFIC AT (478) 461-4514.

2.3. EMAIL SHAMUS MULVIHILL, MATT TILLER, BRIAN YODER, BURKE MURPH, AND CHELSEA

FALLIN.

TO: SHAMUS MULVIHILL SHAMUS.MULVIHILL@RESRGAUTOMOTIVE.COM

MATT TILLER MATT.TILLER@GAPAC.COM

CC: BRIAN YODER BYODER@CITYOFCOVINGTON.ORG

BURKE MURPH BURKE.MURPH@GWESLLC.COM

CHELSEA FALLIN CHELSEA.FALLIN@GWESLLC.COM

LOCATION OF EXISTING MANHOLE UNKNOWN.

CITY PURPOSEFULLY COVERED BECAUSE

CONTINUALLY DRIVEN OVER BY TRACTOR

TRAILERS SUBSEQUENTLY CAUSING DAMAGE.

O F

INDUSTRIAL BLVD (100' R/W)

(6 0'

R/ W

WATERFORD RD (50' R/W)

(6 0'

R/ W

SETTLERS GROVE RD

(50 ' R

PR. SSMH-203

STA:16+63.86

N 1314459.17 E 2398195.26

PR. SSMH-202

STA:14+02.39 & 30+00.00

N 1314232.20 E 2398065.44

EX. SSMH-02

STA:10+00.00

N 1313943.15 E 2398061.52

EX. SSMH-08

STA:34+53.24

N 1314409.77 E 2397701.40

6'' EX. CO-03

STA:33+84.15

N 1314353.60 E 2397741.64

6'' EX. CO-02

STA:33+49.69

N 1314326.90 E 2397763.42

5'' EX. CO-04

STA:34+75.60

N 1314390.24 E 2397690.52

N/F

COVINGTON MOULDING CO

C/O GUARDIAN AUTOMOTIVE

N/F

RONGRONG DENG

N/F

RONGRONG DENG

N/F

JASON GRINDLE

N/F

LARRY & VALERIE DANIEL

N/F

ANDRE LUTON

N/F

WILLIE JEAN BELL

N/F

AMBER DAWN WALTOWER

N/F

RESICAP GEORGIA OWNER LLC

N/F

CONYERS SQUARE LLP

N/F

NEWTON HOSPITALITY LLC

N/F

JST RENTAL PROPERTIES II LLC

N/F

DRW ENTERPRISES LLCN/F

TS CENTRAL PROPERTIES LLC

EX. SSMH-07

EX. SSMH-06

EX. SSMH-04

STA:55+25.03

N 1314457.05 E 2398470.88

EX. SSMH-01

EX. SSMH-05

STA:50+00.00

N 1314516.11 E 2397949.18

EX. SSMH-03

STA:52+42.40 & 16+98.93

N 1314488.68 E 2398190.03

LIMITS OF CONSTRUCTION (0.76 AC)

PR. SSMH-201

STA:11+40.42

N 1314004.80 E 2397935.36

PR. BEND-201 (8'' DI 45)

STA:30+66.69

N 1314284.30 E 2398023.80

ISSUE SEQUENCE

NO. DATE DESCRIPTION

DRAWING NO.

SHEET:

\U se rs\ ch els ea .fa llin \on ed riv e - G we s, Llc \D es kto p\0

.29 .1.

C ov ing ton In du str ial P s\_ pla n_ sh ee ts\

_s an ita ry_ se we r_ pla n_ pr ofi le.

dw g

/07 /15

:00

A M

By : C he lse a F all in

CHECKED:

APPROVED:

DESIGNED:

PROJECT NO.:

DATE:

0 7/7/26 ISSUE FOR BID

SITE PLAN

C-4

B.B.M.

C.H.F.

060.29.1.25

C.H.F.

JUNE 2026

GSWCC LEVEL II CERTIFICATION 97778

EXPIRATION DATE: 10-08-2027

PLUG EXISTING MANHOLE

PLUG AND ABANDON

8" SANITARY SEWER FROM

EX. SSMH-05 TO EX. SSMH-06

PLUG EXISTING MANHOLE

ABANDON 8" SANITARY

SEWER UNDER ROAD FROM

EX. SSMH-06 TO EX. SSMH-07

PLUG EXISTING MANHOLE

PLUG AND ABANDON 8"

SANITARY SEWER FROM EX.

SSMH-03 TO EX. SSMH-05

PR. BEND-202 (8" DI 45)

STA:32+83.57

N 1314307.46 E 2397819.93

PR. BEND-204 (8" DI 45)

STA:33+18.45

N 1314294.44 E 2397787.93

PR. BEND-203 (8" DI 22.5 AND WYE)

STA: 33+06.60

N 1314293.03 E 2397801.98

PR. BEND-204 (8" DI 45)

STA:33+18.45

N 1314294.44 E 2397787.93

±15 LF 8" DUCTILE IRON

DEMO AND REMOVE OR

ABANDON EXISTING SEWER

PIPE IN PLACE AS NEEDED

PR. BEND-205 (8" DI 45)

N 1314278.14 E 2397800.23

PR. BEND-206 (6"X8" DI REDUCER)

N 1314270.15 E 2397806.25

CONNECT EXISTING PIPE FROM

EX. CO-01 TO PR. BEND-206

INVERT UNKNOWN

INSTALL ±305 LF SINGLE

ROW TYPE "S" SILT FENCE

INSET - SITE PLAN

SCALE:

CLASS A ASPHALT

PATCH ±15 SY

DEMOLITION OF EXISTING

LIFT STATION BY OTHERS

ALL DISTURBED AREAS

Ds1 Ds2 Ds3

Du Tp

ALL DISTURBED AREAS

Ds1 Ds2 Ds3

Du Tp

ALL DISTURBED AREAS

Ds1 Ds2 Ds3

Du Tp

ALL DISTURBED AREAS

Ds1 Ds2 Ds3

Du Tp

Sd1-S

ADJUST INVERT OF EXISTING CLEAN OUTS TO MATCH

PROFILE VIEW (TYP 2)

CONNECT TO 8" HDPE WITH 8"X4" ROMAC SADDLE STYLE BP

PLUG INVERT TORWARDS

LIFT STATION

0 40' 80'

SCALE:

CLASS A ASPHALT

PATCH ±30 SY

±145 LF 8" DIPS HDPE DR 11

DIRECTIONAL BORE FROM

PR. BEND-204 TO EX. SSMH-08

8" PVC SDR 26

8" DUCTILE IRON

APPROX. STA 31+46

8" DUCTILE IRON SLEEVE

8" DUCTILE IRON

SEE INSET AT LEFT

0 10' 20'

±15 LF 8" DUCTILE IRON

±10 LF 8" DUCTILE IRON

MONITORING WELL NOTES:

1. CONTRACTOR SHALL ENSURE THAT A 10' BUFFER IS MAINTAINED AT ALL TIMES AROUND ALL

MONITORING WELLS. SEE DETAIL AT RIGHT.

2. IF GROUNDWATER IS ENCOUNTERED AT ANY TIME DURING GROUND EXCAVATION,

CONTRACTOR SHALL IMMEDIATELY ENACT PROTOCOL BELOW:

2.1. CALL SHAMUS MULVIHILL, PLANT MANAGER AT RESRG AUTOMOTIVE AT (770) 743-6409.

2.2. CALL MATT TILLER, DIRECTOR OF REMEDIATION AT GEORGIA-PACIFIC AT (478) 461-4514.

2.3. EMAIL SHAMUS MULVIHILL, MATT TILLER, BRIAN YODER, BURKE MURPH, AND CHELSEA

FALLIN.

TO: SHAMUS MULVIHILL SHAMUS.MULVIHILL@RESRGAUTOMOTIVE.COM

MATT TILLER MATT.TILLER@GAPAC.COM

CC: BRIAN YODER BYODER@CITYOFCOVINGTON.ORG

BURKE MURPH BURKE.MURPH@GWESLLC.COM

CHELSEA FALLIN CHELSEA.FALLIN@GWESLLC.COM

NOTES:

1. ALL MANHOLES SHALL HAVE WATERTIGHT MANHOLE FRAME AND COVER.

2. PIPE LENGTHS SHOWN IN PROFILE ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE.

3. CONTRACTOR SHALL COORDINATE ALL WORK WITH CITY OF COVINGTON TO ENSURE NO

INTERRUPTION IN SERVICE.

4. CONTRACTOR SHALL CLEAR AND GRUB AS NECESSARY WITHIN THE LIMITS OF CONSTRUCTION.

5. CONTRACTOR SHALL PROVIDE A BYPASS PUMPING PLAN FOR REVIEW BY ENGINEER AND OWNER

AT LEAST 10 DAYS PRIOR TO BYPASS PUMPING OPERATIONS.

6. WHEN PREVIOUSLY IN-SERVICE SANITARY SEWER PIPE IS ENCOUNTERED DURING INVERT

ADJUSTMENTS, THE CONTRACTOR SHALL REMOVE IT WHILE WORKING IN THE AREA AND

PROPERLY ABANDON ANY REMAINING CONNECTIONS.

7. INLET PIPES AT THE CLEANOUT LOCATIONS SHALL ALSO BE CONNECTED TO THE CLEANOUT

ASSEMBLY AS SHOWN ON THE PLANS.

8. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES INCLUDING BUT NOT LIMITED TO

ASPHALT, CURB AND GUTTER, AND DRIVEWAYS. CONTRACTOR IS RESPONSIBLE FOR DAMAGES

AT THEIR OWN EXPENSE.

±23 LF 8" DUCTILE IRON

FUSE 8" DI 45 TO END

OF DIPS HDPE DR 11

LIMITS OF CONSTRUCTION (0.76 AC)

INSTALL HAY BALE

CHECK DAMS (TYP. 10)

Cd-Hb

CONTRACTOR SHALL FIELD VERIFY

EXISTING LATERAL INVERT FROM 10155

INDUSTRIAL BLVD AND REFORM SSMH

INVERT WITH GROUT AS NEEDED

LOCATE EXISTING SSMH

AND ADJUST TO GRADE

PLUG WEST INVERT

8" PVC SDR 26

CONCRETE BARRIER WALL

HAZELBRAND RD NE CLOSED TO THRU TRAFFIC WITH

THE EXCEPTION OF TRAFFIC TO/FROM RONGRONG DENG

ROADROAD

CLOSED

ROADROAD

CLOSED

HAZELBRAND RD NE /

WATERFORD RD

INTERSECTION CLOSED

FOR CONSTRUCTION

INLET SEDIMENT TRAP (TYP 2)

Sd2-P

O F

. S

H-

" D

: 7

V O

: 7

. S

H-

" D

: 7

V O

: 7

. S

H-

" D

M : 7

: 7

(N W

: 7

(S E)

. S

H-

" D

: 7

V O

: 7

GRAVITY SEWER PROFILE - 30+00 TO 35+20

SCALE: 1" = 40' (H) / 1" = 4' (V)

GRAVITY SEWER PROFILE - 10+00 TO 17+60

SCALE: 1" = 40' (H) / 1" = 4' (V)

6'' E

O -0

6" P

: 7

(S E)

6'' E

O -0

6" P

: 7

(S E)

5'' E

O -0

5" P

: 7

(N E)

. S

H-

" D

M : 7

: 7

(S W

: 7

(S W

: 7

(S E)

: 7

(S E)

EX. CMP UNDER DRIVEWAY

DIA AND INVERTS UNKNOWN

ASPHALT DRIVEWAY TO

EMPLOYEE PARKING LOT

0' R/

D (5

0' R/

140 LF 8" DUCTILE IRON @ 0.40% MINIMUM

261 LF 8" PVC SDR26 @ 0.40% MIN

262 LF 8" PVC SDR26 @ 0.40% MINIMUM

80 LF 8'' PVC SDR26 @ 0.80%

23 LF 8" DUCTILE IRON @ 11.38%

±145 LF 8-INCH DIPS HDPE

DR 11 DIRECTIONAL BORE

FROM PR. BEND-204 TO

EX. SSMH-08

CONCRETE STAIRCASE

TO EMPLOYEE PARKING

EXISTING GRADE

STA: 32+74 EX. 36" CMP

INVERT UNKNOWNSTA: 31+51 EX. 18" HDPE

INVERT UNKNOWN

APPROX. STA 31+46

8" DUCTILE IRON SLEEVE

125 LF 8'' DUCTILE IRON @ 0.80%

U T

67 LF 8" PVC SDR26 @ 0.80%

. B

D-

(8 '' D

I 4 5)

D I F

M : 7

: 7

(S W

V O

: 7

. B

D-

(8 '' D

I 4 5)

D I F

M : 7

: 7

(S E)

. B

D-

(8 '' D

I 2 2.

D W

D I F

M : 7

: 7

(N E)

. B

D-

(8 '' D

I 4 5)

D I F

M : 7

: 7

(N W

V O

: 7

14 LF 8" DUCTILE IRON @ 1.00%

22 LF 6" EXISTING PVC @ 11.81%

30 LF 8" PVC SDR26 @ 0.40% MIN

. S

H-

" D

M : 7

. S

H-

" D

D O

: 7

: U

W N

: 7

V O

: 7

EXISTING LATERAL INVERT FROM 10155 INDUSTRIAL BLVD

SHALL BE FIELD VERIFIED BY CONTRACTOR. CONTRACTOR

SHALL REFORM SSMH INVERT WITH GROUT AS NEEDED.

0' R/

ISSUE SEQUENCE

NO. DATE DESCRIPTION

DRAWING NO.

SHEET:

\U se rs\ ch els ea .fa llin \on ed riv e - G we s, Llc \D es kto p\0

.29 .1.

C ov ing ton In du str ial P s\_ pla n_ sh ee ts\

_s an ita ry_ se we r_ pla n_ pr ofi le.

dw g

/07 /15

:00

A M

By : C he lse a F all in

CHECKED:

APPROVED:

DESIGNED:

PROJECT NO.:

DATE:

0 7/7/26 ISSUE FOR BID

PROFILES

C-5

B.B.M.

C.H.F.

060.29.1.25

C.H.F.

JUNE 2026

GSWCC LEVEL II CERTIFICATION 97778

EXPIRATION DATE: 10-08-2027

0 40' 80'

0 4' 8'

SCALE:

O F

UNABLE TO LOCATE MANHOLE.

CONTRACTOR TO VERIFY INVERTS

UPON LOCATING MANHOLE AND

ADJUST INVERTS ACCORDINGLY

. S

H-

" D

M : 7

: 7

. S

H-

8" PVC

30 LF 8" PVC SDR26 @ MIN 0.5%

. S

H-

" D

D O

: 7

: U

W N

: 7

V O

: 7

8" PVC

. S

H-

" D

M : 7

: 7

EXISTING LATERAL FROM

10155 INDUSTRIAL BLVD

PLUG AND ABANDON 8"

SANITARY SEWER FROM EX.

SSMH-03 TO EX. SSMH-05

CONTRACTOR SHALL FIELD VERIFY

LATERAL INVERT AND REFORM SSMH

INVERT WITH GROUT AS NEEDED

GRAVITY SEWER PROFILE - 50+00 TO 55+60

SCALE: 1" = 40' (H) / 1" = 4' (V)

EXISTING GRADE

ISSUE SEQUENCE

NO. DATE DESCRIPTION

DRAWING NO.

SHEET:

\U se rs\ ch els ea .fa llin \on ed riv e - G we s, Llc \D es kto p\0

.29 .1.

C ov ing ton In du str ial P s\_ pla n_ sh ee ts\

_s an ita ry_ se we r_ pla n_ pr ofi le.

dw g

/07 /15

:00

A M

By : C he lse a F all in

CHECKED:

APPROVED:

DESIGNED:

PROJECT NO.:

DATE:

0 7/7/26 ISSUE FOR BID

PROFILES

C-6

B.B.M.

C.H.F.

060.29.1.25

C.H.F.

JUNE 2026

GSWCC LEVEL II CERTIFICATION 97778

EXPIRATION DATE: 10-08-2027

0 40' 80'

0 4' 8'

SCALE:

O F

NO. DATE DESCRIPTION

DRAWING NO.

SHEET:

\U se rs\ ch els ea .fa llin \on ed riv e - G we s, Llc \D es kto p\0

.29 .1.

C ov ing ton In du str ial P s\_ pla n_ sh ee ts\

_c ov er _s he et.

dw g

/07 /15

:00

A M

By : C he lse a F all in

CHECKED:

APPROVED:

DESIGNED:

PROJECT NO.:

DATE:

0 7/7/26 ISSUE FOR BID

CONSTRUCTION DETAILS

C-7 7 9

B.B.M.

C.H.F.

060.29.1.25

C.H.F.

JUNE 2026

GSWCC LEVEL II CERTIFICATION 97778

EXPIRATION DATE: 10-08-2027

L TRENCHC

UNDISTURBED

EARTH

BACKFILL COMPACTED TO

95% STANDARD PROCTOR

IN 6" LIFTS

8" 4,000 PSI

CONCRETE

EXISTING ASPHALT

VERTICAL SAW CUT

EACH SIDE OF TRENCH

12" CUTBACK

EACH SIDE

1.5" HOT MIX ASPHALT, 9.5mm

SUPERPAVE BASE, TYPE 2

10" GRADED AGGREGATE BASE

COMPACTED TO 95% MODIFIED

PROCTOR (ASTM D1557)

EXISTING BASE

OR SUBGRADE

ASPHALT PATCH

NOT TO SCALE

O.D. + 18" MAX. EXISTING

GRADE

48" MIN.

6" MIN.

O.D.

6" MIN.

HAND PLACED EARTH

BACKFILL PLACED IN 6"

LAYERS AND TAMPED

#57 STONE BEDDING FOR PVC

NOTE:

PVC SHALL BE CONNECTED TO MANHOLES BY RUBBER BOOT IN CORED OR

PRECAST HOLE OF THE PROPER DIAMETER.

BACKFILL REQUIREMENTS:

1. OUTSIDE OF EXISTING OR PROPOSED PAVING COMPACTED TO 95%

STANDARD PROCTOR.

2. UNDER EXISTING OR PROPOSED PAVING COMPACTED TO 100% STANDARD

PROCTOR

PVC GRAVITY SEWER BEDDING

NOT TO SCALE

O.D. + 18" MAX. EXISTING

GRADE

12" MIN.

4" MIN. OR O.D. X 0.125

HAND PLACED EARTH

BACKFILL PLACED IN 6"

LAYERS AND TAMPED

SELECT EARTH BACKFILL

NOTE:

DIP SHALL BE CONNECTED TO MANHOLES BY RUBBER BOOT IN CORED OR

PRECAST HOLE OF THE PROPER DIAMETER.

BACKFILL REQUIREMENTS:

1. OUTSIDE OF EXISTING OR PROPOSED PAVING COMPACTED TO 95%

STANDARD PROCTOR.

2. UNDER EXISTING OR PROPOSED PAVING COMPACTED TO 100% STANDARD

PROCTOR

DUCTILE IRON GRAVITY SEWER BEDDING

NOT TO SCALE

O.D.

GRANULAR FILL

(PIPE BEDDING)

5" MIN.

SEWER PIPE

PIPE CLAMP

RUBBER BOOT

WATERTIGHT

SEAL

NON-SHRINK

GROUT

MANHOLE

STRUCTURE

NOTE:

PVC AND D.I.P. SHALL BE CONNECTED TO MANHOLES BY

RUBBER BOOT IN CORED OR PRECAST HOLE OF THE

PROPER DIAMETER

DETAIL - RUBBER BOOT

SCALE: N.T.S.

SCALE: N/A

NOTE:

1. CONTRACTOR SHALL MILL EACH END OF ASPHALT PATCH.

2. TRENCH SHALL BE FILLED WITH ROCK OR COVERED WITH STEEL PLATE AT

THE END OF EACH WORK DAY.

O F

NO. DATE DESCRIPTION

DRAWING NO.

SHEET:

\U se rs\ ch els ea .fa llin \on ed riv e - G we s, Llc \D es kto p\0

.29 .1.

C ov ing ton In du str ial P s\_ pla n_ sh ee ts\

_c ov er _s he et.

dw g

/07 /15

:00

A M

By : C he lse a F all in

CHECKED:

APPROVED:

DESIGNED:

PROJECT NO.:

DATE:

0 7/7/26 ISSUE FOR BID

ESPCP DETAILS

C-8 8 9

B.B.M.

C.H.F.

060.29.1.25

C.H.F.

JUNE 2026

GSWCC LEVEL II CERTIFICATION 97778

EXPIRATION DATE: 10-08-2027

Sd1-S DETAIL - SEDIMENT BARRIER SILT FENCE

SIDE VIEW

FRONT VIEW

GROUND

SURFACE

FABRIC

WOOD POST (SEE NOTE 1)

(WITH MULCHING ONLY)

DISTURBED AREA STABILIZATIONDs1

RATETEMPORARY SEEDMONTH RATETEMPORARY SEEDMONTH

Ds2 (WITH TEMPORARY SEEDING)

DISTURBED AREA STABILIZATION

DUST CONTROL ON DISTURBED AREASDu

TOPSOILINGTp

STRUCTURAL PRACTICES

UNIFORM CODE

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

Sd1

Ds3Ds3

TpTp

VEGETATIVE PRACTICES

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

Ds1Ds1

Ds2Ds2

DuDu

PLAN SECTION A-A

SECTION B-B

NOTES:

1. BALES SHOULD BE BOUND WITH WIRE OR NYLON STRING AND SHOULD BE PLACED IN ROWS

WITH BALE ENDS TIGHTLY ABUTTING THE ADJACENT BALES.

2. REMOVE #4 REBAR AFTER STRAW BALES ARE NO LONGER IN PLACE.

3. POINT C OF SECTION B-B SHOULD ALWAYS BE HIGHER THAN POINT D.

DETAIL - STRAW BALE CHECK DAM

N.T.S.

Cd-Hb

SCALE: N/A

Sd2

O F

NO. DATE DESCRIPTION

DRAWING NO.

SHEET:

\U se rs\ ch els ea .fa llin \on ed riv e - G we s, Llc \D es kto p\0

.29 .1.

C ov ing ton In du str ial P s\_ pla n_ sh ee ts\

_c ov er _s he et.

dw g

/07 /15

:00

A M

By : C he lse a F all in

CHECKED:

APPROVED:

DESIGNED:

PROJECT NO.:

DATE:

0 7/7/26 ISSUE FOR BID

ESPCP DETAILS

C-9 9 9

B.B.M.

C.H.F.

060.29.1.25

C.H.F.

JUNE 2026

GSWCC LEVEL II CERTIFICATION 97778

EXPIRATION DATE: 10-08-2027

Ds3

RATEPERMANENT SEEDMONTH

(WITH PERMANENT VEGETATION)

DISTURBED AREA STABILIZATION

SCALE: N/A

CURB INLET FILTER "PIGS IN BLANKET"

PLAN

Sd2-P DETAIL - INLET SEDIMENT TRAP AT CURB

SECTION B-B

O F

Sheets and Views

CV-1 COVER

C-1 GENERAL NOTES, CONSTRUCTION NOTES, LEGEND, AND ABBREVIATIONS

C-2 KEY MAP

C-3 EXISTING CONDITION AND DEMOLITION

C-4 SITE PLAN

C-5 PROFILES

C-6 PROFILES

C-7 CONSTRUCTION DETAILS

C-8 ESPCP DETAILS

C-9 ESPCP DETAILS

File details come from the government source that posted it. Updated Jul 31, 2026.