green acres water main replacement_plans_ifb_.pdf
PDF 45 MB Posted
- Attached to
- 2026-13 Green Acres Water Main Replacement
- Solicitation number
- PE-70750-NONST-2027-000000074
- Issued by
- Newton County, Georgia
About this file
This is a set of construction plans and specifications for the Green Acres Water Main Replacement project prepared for the City of Covington, Georgia. The project involves the installation of approximately 6,460 linear feet of 8-inch ductile iron water main and 480 linear feet of 6-inch ductile iron water main throughout the Green Acres residential subdivision. The scope includes construction of twenty fire hydrant assemblies with associated appurtenances, transfer of existing water services to the new distribution system, abandonment of obsolete water infrastructure, concrete pavement patching totaling approximately 4,018 square yards, curb and gutter removal and replacement, and restoration of disturbed areas. The project is located in Newton County, Georgia (Lot 238 of the 13th Land District) and encompasses 42.5 acres with a disturbed area of 1.8 acres. Sealed bids for project Bid Number 2026-13 are due August 20, 2026, at 10:00 a.m. at Covington City Hall (2194 Emory Street NW, Covington, GA 30014), with public bid opening at 2116 Stallings Street, Covington, GA 30014. The project contact is Robert Barber, Water and Sewer Manager, (678) 414-1434.
The plans detail comprehensive engineering requirements including water system design standards, erosion and sedimentation control measures, utility coordination protocols, and restoration specifications. The contractor is responsible for all dewatering, material disposal, traffic control, equipment staging, and coordination with existing utility owners. The project includes NPDES permit compliance with turbidity sampling requirements after rain events of 0.5 inches or greater, and contractor-provided certified personnel for inspections at least twice weekly. Construction is scheduled from July 1, 2026, through April 1, 2027. All abandoned water mains are to be cut and capped, all water mains under roadways are to be grout-filled, and all existing hydrants removed must be returned to the city. The contractor shall provide before and after videos documenting road conditions and be responsible for securing repair bonds as required by respective road departments. As-built drawings with survey-grade GPS coordinates for all infrastructure elements must be submitted upon project completion.
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Text version
SITE INFORMATION
LANDLOT 238 OF THE 13TH LAND DISTRICT
LATITUDE: 33.5829° LONGITUDE: -83.8552
STATE WATERS: THERE ARE NO WATERS OF THE STATE LOCATED ON THE PROJECT SITE
SITE ACREAGE: 42.5
DISTURBED AREA: 1.8 ACRES
PROJECT ISSUE SEQUENCE
GWES PROJECT NUMBER: 060.37.1.25
GREEN ACRES WATER MAIN REPLACEMENT
FOR THE
CITY OF COVINGTON
2194 EMORY STREET NW, COVINGTON, GA 30014
24-HOUR CONTACT: ROBERT BARBER,
WATER AND SEWER MANAGER
TELEPHONE: (678) 414-1434
EMAIL: RBARBER@CITYOFCOVINGTON.ORG
CITY OF COVINGTON BID NO. 2026-13
VICINITY MAP
NOT TO SCALE
NO. DATE DESCRIPTION
PROJECT
AREA
COVINGTON
DRAWING
NO. DRAWING TITLE
C-0 COVER SHEET
C-1 GENERAL NOTES
C-2 GENERAL LOCATION MAP
C-3 WATER MAIN REPLACEMENT PLAN 1
C-4 WATER MAIN REPLACEMENT PLAN 2
C-5 WATER MAIN REPLACEMENT PLAN 3
C-6 EROSION SEDIMENTATION AND POLLUTION CONTROL PLAN 1
C-7 EROSION SEDIMENTATION AND POLLUTION CONTROL PLAN 2
C-8 EROSION SEDIMENTATION AND POLLUTION CONTROL PLAN 3
C-9 SITE DETAILS 1
C-10 SITE DETAILS 2
C-11 EROSION, SEDIMENTATION AND POLLUTION CONTROL NOTES 1
C-12 EROSION, SEDIMENTATION AND POLLUTION CONTROL NOTES 2
C-13 EROSION, SEDIMENTATION AND POLLUTION CONTROL NOTES 3
C-14 EROSION, SEDIMENTATION AND POLLUTION CONTROL DETAILS 1
C-15 EROSION, SEDIMENTATION AND POLLUTION CONTROL DETAILS 2
C-16 EROSION, SEDIMENTATION AND POLLUTION CONTROL DETAILS 3
GA HW
Y 36
RAILROAD
CONYERS ST
LE
G
IO
N
DR
GA HWY 81
FLOYD ST
CLARK ST
OLD MONTICELLO ST
NO PORTIONS OF THIS PROJECT LIE WITHIN A FLOODPLAIN, PER FEMA FLOOD MAP PANEL
13217CO128D, EFFECTIVE DATE: 3/17/14
A 4.29.2026 75% DESIGN SET
1 6.4.2026 ISSUE FOR PERMIT
ENG INEER
M IC H A E L T O D D P A R K ER
GEORGIA
REGISTERED
No. PE036155
PROFESSIONAL
GSWCC LEVEL II CERTIFICATION 64207
EXPIRATION DATE: 6-23-2029
6/4/2026
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
W
OVERHEAD POWER/POWER POLE
WATER LINE
GAS METER
GRAVEL
FIRE HYDRANT
ASPHALT PAVING
LIGHT POLE/GUY WIRE
SIGN
IPF
S
VALVE
18" HARDWOOD
TREELINE
MAIL BOX
GM
HEADWALL
FLARED END SECTION
CONTOUR
SILT FENCE
XXXXXX
400 400
DEMOLITION
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
YR - YEAR
ABBREVIATION LEGEND
OF
ISSUE SEQUENCE
NO. DATE DESCRIPTION
DRAWING NO.
SHEET:
P:
\A cti ve
\06 0.3
7.1 .25
G re en A cre s W ate r M ain R ep \ci vil \dr aw ing
\_p lan
_s he ets \06
0.3 7.1
.25 _G re en
A cre s_ co ve r_ sh ee t.d wg
/06 /04
:32
A M
By : T od d P ar ke r
© Copyright GWES (all rights reserved)
CHECKED:
APPROVED:
DESIGNED:
PROJECT NO.:
DATE:
GR
EE
N
AC
RE
S
W
AT
ER
M
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PL
AC
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MTP
060.37.1.25
APRIL 2026
GSWCC LEVEL II CERTIFICATION 64207
EXPIRATION DATE: 6-23-2026
A 4.29.2026 75% DESIGN SET
MWT
MTP
1 5.21.2026 ISSUE FOR PERMIT
GENERAL NOTES
C-1
GENERAL NOTES:
1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION WITH THE OWNER, CITY OF COVINGTON. ADDRESS IS 2194 EMORY STREET
NW, COVINGTON, GA 30014. 24-HOUR CONTACT ROBERT BARBER, (678) 414-1434.
2. ALL CONSTRUCTION SHALL CONFORM TO THE PLANS, SPECIFICATIONS, AND STATE 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 13TH DISTRICT/LAND LOT 238 OF NEWTON COUNTY, GA. NO PORTIONS OF THIS PROJECT LIE WITHIN A
FLOODPLAIN PER FEMA MAP PANEL(S) 13217CO128D, EFFECTIVE DATE:3/17/14.
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 FOR THE
ACCURACY OF THE LOCATIONS SHOWN.
6. THE LICENSED PROFESSIONAL DOES NOT 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 GIS 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 THE 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 TWO (2) BUSINESS DAYS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WORK SCHEDULE DAILY WITH INSPECTORS ONCE CONSTRUCTION COMMENCES UNTIL PROJECT COMPLETION. THE 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. THE CONTRACTOR SHALL KEEP EXISTING CHANNELS AND DITCHES OPEN TO STORMWATER PASSAGE AT ALL TIMES DURING THE
PROJECT.
20. THE 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 ENGINEEER 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-11 THROUGH C-16 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.
UTILITY 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 REMOVE AND DISPOSE OF ALL ORGANIC MATTER, STUMPS, DELETERIOUS MATTER, CONCRETE PAVING, FOUNDATIONS, AND OTHER UNSUITABLE MATERIAL FROM WITHIN THE TRENCH AREAS.
4. 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.
5. ANY UTILITY CONFLICTS OR RELOCATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT OWNER CONSTRUCTION
STANDARDS UNLESS OTHERWISE SHOWN ON DRAWINGS.
PROJECT SCOPE:
1. THE PROJECT SCOPE INCLUDES THE REPLACEMENT OF AN EXISTING WATER SYSTEM WITH ALL ASSOCIATED APPURTENANCES.
ENG INEER
M IC H A E L T O D D P A R K ER
GEORGIA
REGISTERED
No. PE036155
PROFESSIONAL
GSWCC LEVEL II CERTIFICATION 64207
GA HW
Y 36
RAILROAD
CONYERS ST
LE
GI
ON
D
R
DE
AR
IN
G
ST
PE
TT
Y
ST
OLD MONTICELLO ST
GREEN ACRES DR
PINECREST D
R
CH
UR
CH
S
T
INTERSTATE 20
FLOYD ST
MARTIN ST
HW
Y
B
YP
AS
S
GA HWY 81
CLARK ST
EM
OR
Y
ST
MI
LL
S T
NEWTON DR
PACE ST
MO
NT
IC
EL
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S
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COLLEGE ST
USHER ST
CR
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TV
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W D
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KING ST
WOODLAND AVE
TO AUGUSTA
TO ATLANTA
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CR
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DAVID CIR
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SAUNDERS DR
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AVERY ST
TEW LN
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OF
ISSUE SEQUENCE
NO. DATE DESCRIPTION
DRAWING NO.
SHEET:
P:
\A cti ve
\06 0.3
7.1 .25
G re en A cre s W ate r M ain R ep \ci vil \dr aw ing
\_p lan
_s he ets \06
0.3 7.1
.25 _G re en
A cre s_ co ve r_ sh ee t.d wg
/06 /04
:32
A M
By : T od d P ar ke r
© Copyright GWES (all rights reserved)
CHECKED:
APPROVED:
DESIGNED:
PROJECT NO.:
DATE:
GR
EE
N
AC
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W
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ER
M
AI
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PL
AC
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CO
VI
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TO
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MTP
060.37.1.25
APRIL 2026
GSWCC LEVEL II CERTIFICATION 64207
EXPIRATION DATE: 6-23-2026
A 4.29.2026 75% DESIGN SET
MWT
MTP
1 5.21.2026 ISSUE FOR PERMIT
GENERAL LOCATION MAP
C-2
GENERAL LOCATION MAP
C-2GENERAL LOCATION MAP
PROJECT
AREA
COVINGTON
SCALE:
0 500' 1000'
1"=500'
ENG INEER
M IC H A E L T O D D P A R K ER
GEORGIA
REGISTERED
No. PE036155
PROFESSIONAL
GSWCC LEVEL II CERTIFICATION 64207
N/F
VICKIE ANN MADDOX
DB 1764 PG 464
N/F
CHRISTELLE CHOU
DB 4404 PG 271
N/F
CHARLES FRAMPTON
DB 4707 PG 624
N/F
UNITY REAL ESTATE
EXCHANGE
DB 4705 PG 254
N/F
ADAMS PHILLIP
DB 136 PG 673
N/F
PAULINE FEARS
DB 118 PG 649
N/F
CHARLENE ALFORD
DB 118 PG 650
N/F
GSLS GA LLC
DB 3102 PG 56
PB 80 PG 194
N/F
LEKEISHA NOLLEY
DB 3692 PG 160
N/F
JG PRINCIPLE
PROPERTIES INC
DB 4785 PG 645
N/F
DAVID AND
SHERLEAN
HARDEMAN
DB 4496 PG 57
N/F
LESTER LACKEY JR
DB 465 PG 21
N/F
LANDA APP LLC
DB 4505 PG 669
N/F
US BANK TRUST
NATIONAL
ASSOCIATION
DB 4726 PG 870
N/F
ARETHA ROBINSON
DB 1602 PG 359
N/F
SHAWANNA
MITCHELL AND
TWAWANNA
ROBINSON
DB 4519 PG 557
N/F
JIMMY BOLDEN,
FLORIPINA LEWIS
AND JANICE BOLDEN
DB 1869 PG 140
PB 8 PG 194
N/F
DOROTHY ROBINSON
ET AL AND ELAINE
CHERRY
DB 3288 PG 166
N/F
RP HOMES 1 LLC
DB 4371 PG 716
N/F
PROPERTY PROBLEM
SOLVERS LLC
DB 3830 PG 236
N/F
CHOCOLATE GIRLS
WINNING LLC
DB 4779 PG 116
N/F
ZORA NELL WEAVER
DB 118 PG 107
N/F
JP PRINCIPLE
PROPERTIES INC
DB 4696 PG 653
N/F
ANNIE KATE PETTY
DB 1469 PG 294
N/F
LANDA APP LLC
DB 4506 PG 360
BRIDGE SFR IV
BORROWER LLC
DB 4462 PG 672
N/F
JENNIFER BANKS AND
DERRICK ADAMS
DB 3589 PG 19
N/F
BRUNO PROPERTIES
MANAGEMENT LLC
DB 4773 PG 850
N/F
JOHN B BRUNO
DB 4702 PG 474
N/F
ANTONIO AND MARIA
ALVES
DB 3248 PG 414
N/F
DEMETERIUS WEAVER
DB 4192 PG 644
N/F
NEWTON COUNTY
BOARD OF
COMMISSIONERS
DB 2273 PG 117
N/F
WAYNE J MADDOX
DB 2479 PG 449
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12 LF 6" DI HYDRANT LEAD
3 WAY FIRE HYDRANT
8"X6" MJ TEE
6" GATE VALVE W/BOX
25 LF 6" DI HYDRANT LEAD
3 WAY FIRE HYDRANT
8" MJ 45° BEND
8"X6" REDUCER
6" GATE VALVE W/BOX
25 LF 6" DI HYDRANT LEAD
8"X8" MJ TEE
(3) 8" GATE VALVES
W/BOXES
1,188 LF 8" DI WATER MAIN
1,170 SY
CONCRETE PATCH
5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
5 LF CURB AND
GUTTER REMOVAL
AND REPLACEMENT
5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
(2) RECONNECT EXISTING
WATER METER
(2) RECONNECT EXISTING
WATER METER
(4) RECONNECT EXISTING
WATER METER
RECONNECT EXISTING
WATER METER
(3) RECONNECT EXISTING
WATER METER
(3) RECONNECT EXISTING
WATER METER
RECONNECT EXISTING
WATER METER
(2) RECONNECT
EXISTING WATER METER
98 LF 8" DI WATER MAIN(3) RECONNECT EXISTING
WATER METER
RE
M
OV
AL
A
ND
R
EP
LA
CE
M
EN
T
3 WAY FIRE HYDRANT
8"X6" MJ TEE
6" GATE VALVE W/BOX
12 LF 6" DI HYDRANT LEAD
8" MJ 45° BEND
30" STORM DRAIN CROSSING
GAS SERVICE
CROSSING
CUT AND CAP EXISTING
WATER MAIN
ABANDON
EXISTING WATER
MAIN IN PLACE
8' (TYP)
CONNECT TO EXISTING
WATER MAIN.
CONTRACTOR SHALL
FIELD VERIFY SIZE AND
LOCATION PRIOR TO
CONSTRUCTION
PETTY ST
GREEN ACRES DR
PINECREST D
R
PLAN KEY
OF
ISSUE SEQUENCE
NO. DATE DESCRIPTION
DRAWING NO.
SHEET:
P:
\A cti ve
\06 0.3
7.1 .25
G re en A cre s W ate r M ain R ep \ci vil \dr aw ing
\_p lan
_s he ets \06
0.3 7.1
.25 _G re en
A cre s_ wa ter _p lan .dw g
/06
/04
:32 A
M By
: T od d P ar ke r
© Copyright GWES (all rights reserved)
CHECKED:
APPROVED:
DESIGNED:
PROJECT NO.:
DATE:
GR
EE
N
AC
RE
S
W
AT
ER
M
AI
N
RE
PL
AC
EM
EN
T
FO
R
TH
E
CI
TY
O F
CO
VI
NG
TO
N
MTP
060.37.1.25
APRIL 2026
GSWCC LEVEL II CERTIFICATION 64207
EXPIRATION DATE: 6-23-2026
A 4.29.2026 75% DESIGN SET
MWT
MTP
1 5.21.2026 ISSUE FOR PERMIT
WATER MAIN REPLACEMENT
PLAN 1
C-3
WATER MAIN REPLACEMENT PLAN 1
M
ATCH LINE A - SEE DRAW
ING
NO
C-4
C-3 C-4
C-5
SCALE:
0 50' 100'
1"=50'
CONTRACTOR SHALL CONTACT ALL UTILITY
OWNERS AND COORDINATE ALL CROSSINGS
PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL LOCATE AND VERIFY
ALL UTILITIES PRIOR TO CONSTRUCTION.
WATER NOTES:
1. ALL ABANDONED WATER MAINS SHALL
BE CUT AND CAPPED AND EXISTING
VALVE BOX SHALL BE FILLED IN.
2. ALL WATER MAINS UNDER THE
ROADWAY WILL BE GROUT FILLED.
3. ALL EXISTING HYDRANTS REMOVED
SHALL BE RETURNED TO THE CITY.
4. CONTRACTOR SHALL LOCATE AND
RECONNECT ALL EXISTING WATER
METERS.
5. ALL WATER SERVICES SHALL BE
INSTALLED WITH 1 1/2" BORE.
6. DUCTILE IRON WATER MAIN SHALL BE
PROVIDED WITH POLYETHYLENE
ENCASEMENT, DOUBLE WRAPPED,
WHENEVER THE WATER MAIN EITHER
CROSSES OR IS WITHIN TEN FEET (10')
OF A STEEL GAS MAIN. POLYETHYLENE
WRAP SHALL BE MANUFACTURED OF
VIRGIN POLYETHYLENE MATERIAL
CONFORMING TO ASTM STANDARD
SPECIFICATION D-1248-78, TYPE 1,
CLASS A OR C, GRADE E-1. THE
POLYETHYLENE FILM SHALL HAVE
MINIMUM THICKNESS OF 8 mm.
7. RESIDENTIAL NON-TESTABLE
BACKFLOW PREVENTERS SHALL BE
INSTALLED IF NOT IN PLACE AT THE
METERS.
8. WATER METERS WERE NOT FIELD
LOCATED AND SOME MAY NOT BE
SHOWN ON THESE PLANS. ALL LOTS
WILL HAVE AT LEAST ONE METER, BUT
SOME LOTS ARE DUPLEXES AND MAY
HAVE MORE THAN ONE METER.
CONTRACTOR SHALL RECONNECT ALL
EXISTING WATER SERVICES.
ENG INEER
M IC H A E L T O D D P A R K ER
GEORGIA
REGISTERED
No. PE036155
PROFESSIONAL
GSWCC LEVEL II CERTIFICATION 64207
ZORA NELL WEAVER
DB 118 PG 107
N/F
JP PRINCIPLE
PROPERTIES INC
DB 4696 PG 653
N/F
ANNIE KATE PETTY
DB 1469 PG 294
N/F
LANDA APP LLC
DB 4506 PG 360
N/F
SALLY BARR
DB 2103 PG 272
N/F
JENNIFER LACKEY
DB 3474 PG 249
N/F
ANNE SAFFO
DB 3228 PG 450
N/F
LARRIAN SETAWIN
HIGHTOWER
DB 3623 PG 85
N/F
MICAELA MARTINEZ
AND ARCE APOLINAR
DB 4735 PG 437
N/F
GALVIN AND REGINA
EVANS
DB 4743 PG 810
N/F
BRIDGE SFR IV
BORROWER LLC
DB 4462 PG 672
N/F
RUTHIE MARTIN
DB 117 PG 112
N/F
MARJORIE DUNCAN
DB 2984 PG 531
N/F
MARSHALL ALVIN
BLOM
DB 3955 PG 19
N/F
DACA INVESTMENTS
LLC
DB 4791 PG 303
N/F
ROOTS TRX TRANCHE
2 SFR LLC
DB 4628 PG 129
N/F
MARION ELLIOT
DB 3288 PG 440
N/F
KENNETH JOHNSON
DB 3130 PG 337
N/F
DAISIE SMITH
DB 108 PG 44
N/F
RS RENTAL III-A LLC
DB 4319 PG 361
N/F
WILLIE LITTLE JR
DB 2880 PG 550
PB 20 PG 301N/F
TRACY BEEVERS
DB 4358 PG 1
N/F
JOHNNY AND GLORIA
JEAN STRONG
DB 139 PG 753
N/F
LUTHER AND FRANCES
WISE
DB 171 PG 626
N/F
BAF ASSETS 2 LLC
DB 3747 PG 229
N/F
ANNIE PEARL LEWIS
DB 2505 PG 211
N/F
LAND APP LLC
DB 4506 PG 89
N/F
ANDREW FENTON
DB 4772 PG 866
N/F
PR BORROWER 26 LLC
DB 4771 PG 643
N/F
PINE 6131 LLC
DB 4719 PG 251
N/F
UNITED BANK
CUSTODIAN FOR JOHN
BRUNO
DB 3045 PG 405
N/F
DAWN GEORGE
DB 4639 PG 247
N/F
MARY L JOHNSON
DB 1044 PG 444
N/F
MKIM RD LLC
DB 4773 PG 844
N/F
RUPERT KERR JR
DB 4518 PG 203
N/F
FRAMPTON CHARLES
DB 4704 PG 306
N/F
NAPOLEON
INVESTMENTS LLC
DB 3882 PG 417
N/F
DIANNE AND LUCILLE
HILL
DB 751 PG 455
N/F
REGINALD MADDOX
DB 117 PG 109
N/F
GREEN 6298 LLC
DB 4722 PG 314N/F
JONES RENTALS LLC
DB 2422 PG 348
N/F
LARCINA BROWN
DB 125 PG 382N/F
JOSE ALVERADO AND
FELICIA COOPER
DB 4499 PG 481
N/F
CRESTVIEW SOLUTIONS
LLC
DB 4777 PG 531
N/F
JOE SELLARS
DB 3245 PG 612
N/F
6285 GREEN LLC
DB 4762 PG 894
N/F
EVA LOUISE GRIER
DB 117 PG 570
N/F
KATHY MADDOX AND
GUSSIE BAKER
DB 4216 PG 231N/F
PATRICIA BROUGHTON
JEFFERIES
DB 4510 PG 768
N/F
BETTY NOLLEY
NORMAN
DB 210 PG 569N/F
WILLIE JAMES AND
SALLIE MARY
TERRELL
DB 139 PG 834
N/F
ROSE BELL JORDAN
AND SUSIE REID
DB 4793 PG 348
N/F
EZELL BROWN
DB 1719 PG 52N/F
NEWTON COUNTY
DB 3248 PG 298
N/F
JACK POPE JR AND
MARTHA COOPER
DB 229 PG 317
N/F
ALVA OTIS SPILLERS
DB 150 PG 378
N/F
LIZER BELL JACKSON
DB 2876 PG 364
N/F
ELLA AVERY
DB 3718 PG 552
N/F
HABITAT FOR
HUMANITY OF
NEWTON/MORGAN
AREA INC
DB 877 PG 101
N/F
HABITAT FOR
HUMANITY OF
NEWTON/MORGAN
AREA INC
DB 877 PG 101
N/F
CAROLYN VASON
DB 1082 PG 572
N/F
GUSSIE OFAYE BAKER
DB 4528 PG 286
N/F
RS RENTAL II LLC
DB 4311 PG 706
N/F
RS RENTAL II LLC
DB 4308 PG 757
N/F
PREPARATION CAPITAL
LLC
DB 3553 PG 190
N/F
GREENWAY 73 LLC
DB 4766 PG 673
N/F
TRACY CHISOLM
DB 3046 PG 271
N/F
BARBARA BELL
DB 762 PG 292
N/F
MARTHA REESE
DB 244 PG 604
N/F
JOE SELLARS
DB 3245 PG 612
N/F
CHARLIE WEBB
DB 230 PG 444
N/F
AIG FINANCE LLC
DB 2628 PG 46
N/F
AIG FINANCE LLC
DB 2628 PG 45
N/F
JEFFERY MARK
MORGAN
DB 4788 PG 517
N/F
NEWTON COUNTY
BOARD OF
COMMISSIONERS
DB 2273 PG 117
N/F
NEWTON COUNTY BOARD
OF COMMISSIONERS
DB 2273 PG 117
N/F
WAYNE J MADDOX
DB 2479 PG 449
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W
W
GREEN ACRES DRIVE (50' R/W)
W
AT
ER
O
AK
C
IR
CL
E (5
0' R/
W
PINE NEEDLE DRIVE (50' R/W
W
W
W
SHADOW
GLEN COURT
(50' R/W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
GREENWOOD
CIRCLE (50' R/W)
GREENWAY LANE (50' R/W)
GREEN LEAF COURT (50' R/W
PINE NEEDLE DRIVE
(50' R/W)
3 W
AY FIRE HYDRANT
8"X6" M
J TEE
6" GATE VALVE W
/BOX
25 LF 6" DI HYDRANT LEAD
3 W
AY FIRE HYDRANT
8" M
J 45° BEND
8"X6" REDUCER
6" GATE VALVE W
/BOX
25 LF 6" DI HYDRANT LEAD
8"X8" M
J TEE
(3) 8" GATE VALVES
W
/BOXES
5 LF CURB AND
GUTTER REM
OVAL
AND REPLACEM
ENT
8"X8" MJ TEE
(3) 8" GATE VALVES W/BOXES
3 WAY FIRE HYDRANT
8" MJ 45° BEND
8"X6" MJ REDUCER
6" GATE VALVE W/BOX
55 LF 6" DI HYDRANT LEAD
(2) RECONNECT
EXISTING W
ATER M
ETER
5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
(3) RECONNECT EXISTING
W
ATER M
ETER
85 LF 8" DI
WATER MAIN
585 LF 8" DI WATER MAIN
(2) RECONNECT EXISTING
WATER METER
8"X8" MJ TEE
(3) 8" GATE VALVES W/BOXES
40 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
8" MJ 22.5° BEND
(2) RECONNECT
EXISTING WATER
METER
(2) RECONNECT EXISTING
WATER METER
(2) RECONNECT EXISTING
WATER METER
3 WAY FIRE HYDRANT
8"X6" MJ TEE
6" GATE VALVE W/BOX
12 LF 6" DI HYDRANT LEAD
(2) RECONNECT
EXISTING WATER METER
(2) RECONNECT EXISTING
WATER METER
245 LF 8" DI
WATER MAIN
8" MJ PLUG
TAPPED FOR 3/4"
SAMPLING
STATION
CONNECTION
(2) RECONNECT
EXISTING WATER METER
3 WAY FIRE HYDRANT
8"X6" MJ TEE
6" GATE VALVE W/BOX
12 LF 6" DI HYDRANT LEAD
5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
382 LF 8" DI WATER MAIN
(3) RECONNECT EXISTING
WATER METER
8"X8" MJ TEE
(2) 8" GATE VALVES W/BOXES
8"X8" MJ TEE
(2) 8" GATE
VALVES W/BOXES
160 LF 8" DI WATER MAIN
8" MJ PLUG
TAPPED
FOR 3/4"
SAMPLING
STATION
CONNECTION
8" MJ 11.25° BEND
665 LF 8" DI WATER MAIN
3 WAY FIRE HYDRANT
8"X6" MJ TEE
6" GATE VALVE W/BOX
12 LF 6" DI HYDRANT LEAD
8" MJ 22.5° BEND
8" MJ 45° BEND
248 LF 8" DI WATER MAIN
135 LF 8" DI W
ATER M
AIN
(2) RECONNECT
EXISTING W
ATER M
ETER
8"X8" MJ TEE
(3) 8" GATE VALVES W/BOXES
(5) RECONNECT EXISTING
WATER METER
8"X8" M
J TEE
(3) 8" GATE VALVES
W
/BOXES
5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
REM
OVAL AND REPLACEM
ENT
(3) RECONNECT
EXISTING W
ATER M
ETER
(2) RECONNECT
EXISTING W
ATER M
ETER
3 W
AY FIRE HYDRANT
8" M
J 45° BEND
8"X6" M
J REDUCER
6" GATE VALVE W
/BOX
30 LF 6" DI HYDRANT LEAD
5LF CURB AND GUTTER
REM
OVAL AND REPLACEM
ENT
(2) RECONNECT
EXISTING W
ATER M
ETER
8"X8" M
J TEE
(3) 8" GATE VALVES W
/BOXES
5 LF CURB AND GUTTER
REM
OVAL AND REPLACEM
ENT
8" M
J 22.5° BEND
(3) RECONNECT
EXISTING W
ATER M
ETER
306 LF 8" DI W
ATER M
AIN
(6) RECONNECT
EXISTING W
ATER
M
ETER
2,543 SY CONCRETE PATCH
3 W
AY FIRE HYDRANT
8" M
J 45° BEND
8"X6" M
J REDUCER
6" GATE VALVE W
/BOX
35 LF 6" DI HYDRANT LEAD
5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
(2) RECONNECT EXISTING
WATER METER
(2) RECONNECT
EXISTING WATER
METER2,405 SY CONCRETE PATCH
(4) RECONNECT
EXISTING WATER METER
(4) RECONNECT
EXISTING WATER METER
225 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
8" MJ 22.5° BEND
3 WAY FIRE HYDRANT
8"X6" REDUCER
6" GATE VALVE W/BOX
27 LF 6" DI HYDRANT LEAD
8" MJ 22.5° BEND
(2) RECONNECT
EXISTING WATER METER
RECONNECT EXISTING
WATER METER
RECONNECT EXISTING
WATER METER
(3) RECONNECT EXISTING
W
ATER M
ETER
RECONNECT EXISTING
W
ATER M
ETER
8" M
J 45° BEND
8" SANITARY SEWER CROSSING
8" SANITARY SEWER CROSSING
8" SANITARY
SEWER CROSSING
(4) RECONNECT EXISTING
WATER METER
8" SANITARY SEWER
CROSSING
24" STORM DRAIN CROSSING
(2) RECONNECT
EXISTING
WATER METER
RECONNECT EXISTING
W
ATER M
ETER
8" SANITARY
SEW
ER CROSSING
8" SANITARY
SEW
ER CROSSING
8" SANITARY
SEW
ER CROSSING
(2) RECONNECT
EXISTING W
ATER M
ETER
18" STORM
DRAIN CROSSING
ABANDON
EXISTING WATER
MAIN IN PLACE
ABANDON
EXISTING W
ATER
M
AIN IN PLACE
PINEGLEN CIRCLE
(50' R/W)
GREEN ACRES CT (50' R/W)
8" MJ 22.5° BEND
GRE
EN
W
AY
LA
NE
(5 0'
R/ W
5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
8" MJ 11.25° BEND
8' (TYP)
3 WAY FIRE HYDRANT
8"X6" MJ TEE
6" GATE VALVE W/BOX
12 LF 6" DI HYDRANT LEAD
3 WAY FIRE HYDRANT
8"X6" MJ TEE
6" GATE VALVE W/BOX
12 LF 6" DI HYDRANT LEAD 5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
OF
ISSUE SEQUENCE
NO. DATE DESCRIPTION
DRAWING NO.
SHEET:
P:
\A cti ve
\06 0.3
7.1 .25
G re en A cre s W ate r M ain R ep \ci vil \dr aw ing
\_p lan
_s he ets \06
0.3 7.1
.25 _G re en
A cre s_ wa ter _p lan .dw g
/06
/04
:33 A
M By
: T od d P ar ke r
© Copyright GWES (all rights reserved)
CHECKED:
APPROVED:
DESIGNED:
PROJECT NO.:
DATE:
GR
EE
N
AC
RE
S
W
AT
ER
M
AI
N
RE
PL
AC
EM
EN
T
FO
R
TH
E
CI
TY
O F
CO
VI
NG
TO
N
MTP
060.37.1.25
APRIL 2026
GSWCC LEVEL II CERTIFICATION 64207
EXPIRATION DATE: 6-23-2026
A 4.29.2026 75% DESIGN SET
MWT
MTP
1 5.21.2026 ISSUE FOR PERMIT
WATER MAIN REPLACEMENT
PLAN 2
C-4
WATER MAIN REPLACEMENT PLAN 2
MATCH LINE A - SEE DRAWING NO. C-3
MATCH LINE B - SEE DRAWING NO. C-5
MATCH LINE C - S
EE DRAWING NO.
C-5
PETTY ST
GREEN ACRES DR
PINECREST D
R
PLAN KEY
C-3 C-4
C-5
SCALE:
0 50' 100'
1"=50'
CONTRACTOR SHALL CONTACT ALL UTILITY
OWNERS AND COORDINATE ALL CROSSINGS
PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL LOCATE AND VERIFY
ALL UTILITIES PRIOR TO CONSTRUCTION.
WATER NOTES:
1. ALL ABANDONED WATER MAINS SHALL
BE CUT AND CAPPED AND EXISTING
VALVE BOX SHALL BE FILLED IN.
2. ALL WATER MAINS UNDER THE
ROADWAY WILL BE GROUT FILLED.
3. ALL EXISTING HYDRANTS REMOVED
SHALL BE RETURNED TO THE CITY.
4. CONTRACTOR SHALL LOCATE AND
RECONNECT ALL EXISTING WATER
METERS.
5. ALL WATER SERVICES SHALL BE
INSTALLED WITH 1 1/2" BORE.
6. DUCTILE IRON WATER MAIN SHALL BE
PROVIDED WITH POLYETHYLENE
ENCASEMENT, DOUBLE WRAPPED,
WHENEVER THE WATER MAIN EITHER
CROSSES OR IS WITHIN TEN FEET (10')
OF A STEEL GAS MAIN. POLYETHYLENE
WRAP SHALL BE MANUFACTURED OF
VIRGIN POLYETHYLENE MATERIAL
CONFORMING TO ASTM STANDARD
SPECIFICATION D-1248-78, TYPE 1,
CLASS A OR C, GRADE E-1. THE
POLYETHYLENE FILM SHALL HAVE
MINIMUM THICKNESS OF 8 mm.
7. RESIDENTIAL NON-TESTABLE
BACKFLOW PREVENTERS SHALL BE
INSTALLED IF NOT IN PLACE AT THE
METERS.
8. WATER METERS WERE NOT FIELD
LOCATED AND SOME MAY NOT BE
SHOWN ON THESE PLANS. ALL LOTS
WILL HAVE AT LEAST ONE METER, BUT
SOME LOTS ARE DUPLEXES AND MAY
HAVE MORE THAN ONE METER.
CONTRACTOR SHALL RECONNECT ALL
EXISTING WATER SERVICES.
ENG INEER
M IC H A E L T O D D P A R K ER
GEORGIA
REGISTERED
No. PE036155
PROFESSIONAL
GSWCC LEVEL II CERTIFICATION 64207
DB 4319 PG 361
WILLIE LITTLE JR
DB 2880 PG 550
PB 20 PG 301
N/F
TRACY BEEVERS
DB 4358 PG 1
N/F
JOHNNY AND GLORIA
JEAN STRONG
DB 139 PG 753
N/F
LUTHER AND FRANCES
WISE
DB 171 PG 626
N/F
BAF ASSETS 2 LLC
DB 3747 PG 229
N/F
ANNIE PEARL LEWIS
DB 2505 PG 211
N/F
LAND APP LLC
DB 4506 PG 89
N/F
DARLENE LAWRENCE
DB 2505 PG 211
N/F
STAR 2022-SFR3
BORROWER LP
DB 4375 PG 136
N/F
MICHAEL AND
KATHERINE WILLIAMS
DB 4483 PG 4N/F
MICHAEL AND
KATHERINE WILLIAMS
DB 4483 PG 140
N/F
HOME SFR BORROWER
IV LLC
DB 3642 PG 493
N/F
BOBBI ANN AND
TIMOTHY KEY
DB 4669 PG 710
N/F
TWAWANNA
ROBINSON
DB 2486 PG12
N/F
7134 PINE LLC
DB 4764 PG 77
N/F
JUAN VALDES
BRIDON
DB 4776 PG 318
N/F
BRUNO
PROPERTIES LLC
DB 4773 PG 862
N/F
INTERNATIONAL
FUTURE OF
COMFORT
SERVICES LLC
DB 4650 PG 20
N/F
ATLANTA HOMES
UNITED LLC
DB 4315 PG 132
N/F
TIEASHA MOODY
DB 4792 PG 790
N/F
7121 GREEN LLC
DB 4721 PG 441
N/F
GREENWAY 7115
LLC
DB 4721 PG 159
N/F
GREENWAY 7109
LLC
DB 4764 PG 79
N/F
KASONDRA
CANNON
DB 3398 PG 72
N/F
ANDREW FENTON
DB 4772 PG 866
N/F
PR BORROWER 26 LLC
DB 4771 PG 643
N/F
PINE 6131 LLC
DB 4719 PG 251
N/F
LINDA PETTY, ROGER
COOPER AND MARTHA
POPE
DB 4529 PG 772
N/F
GREEN 6298 LLC
DB 4722 PG 314
N/F
JONES RENTALS LLC
DB 2422 PG 348
N/F
LARCINA BROWN
DB 125 PG 382
N/F
JOSE ALVERADO AND
FELICIA COOPER
DB 4499 PG 481
CRESTVIEW SOLUTIONS
DB 4777 PG 531
N/F
JOE SELLARS
DB 3245 PG 612
N/F
JENNIFER AND
TREMAYNE SIMPKINS
DB 4793 PG 438
N/F
BRUNO AND MARIA
AVLES
DB 3626 PG 149
N/F
LIZER BELL JACKSON
DB 2876 PG 364
N/F
FKH SFR C1 LP
DB 4234 PG 293
N/F
RS RENTAL II LLC
DB 4308 PG 110
N/F
CALEB BURROUGHS
DB 4605 PG 693
N/F
FRIENDS BLESSINGS
HOLDINGS LLC
DB 4639 PG 467
N/F
SUSAN D HARDGE
DB 2861 PG 576 N/F
ELLA AVERY
DB 3718 PG 552 N/F
HABITAT FOR
HUMANITY OF
NEWTON/MORGAN
AREA INC
DB 877 PG 101 N/F
HABITAT FOR
HUMANITY OF
NEWTON/MORGAN
AREA INC
DB 877 PG 101
N/F
CAROLYN VASON
DB 1082 PG 572
N/F
GUSSIE OFAYE BAKER
DB 4528 PG 286
N/F
RS RENTAL II LLC
DB 4311 PG 706
N/F
RS RENTAL II LLC
DB 4308 PG 757
N/F
PREPARATION CAPITAL
LLC
DB 3553 PG 190
N/F
GREENWAY 73 LLC
DB 4766 PG 673
N/F
TRACY CHISOLM
DB 3046 PG 271
N/F
BARBARA BELL
DB 762 PG 292
N/F
MARTHA REESE
DB 244 PG 604
N/F
JOE SELLARS
DB 3245 PG 612
N/F
CHARLIE WEBB
DB 147 PG 743
N/F
CHARLIE WEBB
DB 230 PG 444
N/F
AIG FINANCE LLC
DB 2628 PG 46
N/F
AIG FINANCE LLC
DB 2628 PG 45
N/F
JEFFERY MARK
MORGAN
DB 4788 PG 517
N/F
LAURIANO FAMILY
REVOCABLE LIVING
TRUST
DB 4621 PG 419
N/F
LEVEL UP
INVESTMENT
HOLDINGS INC
DB 4657 PG 70
N/F
SLAVA
PRUDCHENKO AND
PAMELA STUART
DB 1716 PG 478
N/F
FUENTES JOSE MIGUEL
MARTINEZ AND CHARRON
JIMENEZ MONTERROSAS
DB 3805 PG 117
N/F
DENISE LOVE EDWARDS AND
MARKIE MICHELLE LOVE
UPTON
DB 4622 PG 771
N/F
DAVID AND PATRICIA SMITH
DB 464 PG 163
N/F
CITY OF
COVINGTON
SSSSSSSSSSSS
W
PINE NEEDLE DRIVE (50' R/W)
W
W W
W
SHADOW GLEN COURT
(50' R/W)
W W
W W
W W
W W
W
W
W
W
W
W
W W
W W
W W
W W
W
SSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
W W W W W W W W W W W W W W
W
W
W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W
W W W
PINE NEEDLE DRIVE
(50' R/W)
PINE NEEDLE DRIVE (50' R/W)
W
AY
F
IR
E
HY
DR
AN
T
8" X6
" M J T
EE
6"
G
AT
E
VA
LV
E
W /B
OX
L
F 6"
D I
HY
DR
AN
T
LE
AD
(3 ) R
EC
ON
NE
CT
E
XI
ST
IN
G
W
AT
ER
M
ET
ER
8" X8
" M J T
EE
(2
) 8 " G
AT
E
VA
LV
ES
W
/B
OX
ES
LF
" D I W
AT
ER
M
AI
N
W
AY
F
IR
E
HY
DR
AN
T
8" X6
" M J T
EE
6"
G
AT
E
VA
LV
E
W /B
OX
L
F 6"
D I
HY
DR
AN
T
LE
AD
135 LF 8" DI WATER MAIN
(2) RECONNECT
EXISTING WATER METER
3 WAY FIRE HYDRANT
8"X6" MJ TEE
6" GATE VALVE W/BOX
12 LF 6" DI HYDRANT LEAD
8" X8
" M J T
EE
(3
) 8 " G
AT
E
VA
LV
ES
W
/B
OX
ES
1,817' DI WATER MAIN
8"X8" MJ TEE
(3) 8" GATE VALVES
W/BOXES
3 WAY FIRE HYDRANT
8" MJ 45° BEND
8"X6" MJ REDUCER
6" GATE VALVE W/BOX
41 LF 6" DI HYDRANT LEAD
8" MJ 45° BEND
5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
8" MJ 45° BEND
8" MJ 45° BEND
3 WAY FIRE HYDRANT
8"X6" MJ TEE
6" GATE VALVE W/BOX
20 LF 6" DI HYDRANT LEAD
(3) RECONNECT
EXISTING WATER METER
(2) RECONNECT
EXISTING WATER METER
(4) RECONNECT
EXISTING WATER METER
3 WAY FIRE HYDRANT
8" MJ 45° BEND
8"X6" MJ REDUCER
6" GATE VALVE W/BOX
30 LF 6" DI HYDRANT LEAD
8"X8" MJ TEE
(3) 8" GATE VALVES W/BOXES
(2) RECONNECT
EXISTING WATER METER
(2) RECONNECT
EXISTING WATER METER
230 LF 8" DI WATER MAIN
8"X8" MJ TEE
(3) 8" GATE VALVES W/BOXES
5LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
8" MJ 45° BEND
8"X6" MJ
REDUCER
8" MJ 45° BEND
(3) RECONNECT
EXISTING WATER
METER
(3) RECONNECT
EXISTING WATER METER
(2) RECONNECT EXISTING
WATER METER
3 WAY FIRE HYDRANT
8"X6" MJ TEE
6" 22.5° BEND
6" GATE VALVE W/BOX
25 LF 6" DI HYDRANT LEAD
RECONNECT EXISTING
WATER METER
8" MJ 22.5° BEND
3 WAY FIRE HYDRANT
8"X6" MJ TEE
6" GATE VALVE W/BOX
30 LF 6" DI HYDRANT LEAD
8" MJ 45° BEND
8" MJ 22.5° BEND
40 LF CURB AND
GUTTER REMOVAL AND
REPLACEMENT
(2) RECONNECT EXISTING
WATER METER
(2) RECONNECT
EXISTING WATER METER
35 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
8"X8" MJ TEE
(3) 8" GATE VALVES W/BOXES
5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
8" MJ 22.5° BEND
(3) RECONNECT
EXISTING WATER METER
306 LF 8" DI WATER MAIN
(6) RECONNECT
EXISTING WATER
METER
2,543 SY CONCRETE PATCH
3 WAY FIRE HYDRANT
8" MJ 45° BEND
8"X6" MJ REDUCER
6" GATE VALVE W/BOX
35 LF 6" DI HYDRANT LEAD
3 WAY FIRE HYDRANT
6" GATE VALVE W/BOX
58 LF 6" DI HYDRANT LEAD
5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
LF
C
UR
B
AN
D
GU
TT
ER
(4) RECONNECT
EXISTING WATER METER
5 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
50 LF CURB AND GUTTER
REMOVAL AND REPLACEMENT
(3) RECONNECT EXISTING
WATER METER
RECONNECT EXISTING
WATER METER
8" MJ 45° BEND
RECONNECT EXISTING
WATER METER
RECONNECT EXISTING
WATER METER
RECONNECT EXISTING
WATER METER
" S
TO
RM
D
RA
IN
C
RO
SS
IN
G
(2 ) R
EC
ON
NE
CT
EX
IS
TI
NG
W
AT
ER
M
ET
ER
RECONNECT EXISTING
WATER METER
18" STORM DRAIN
CROSSING
8" SANITARY
SEWER CROSSING
8" SANITARY
SEWER CROSSING
8" SANITARY
SEWER CROSSING
8" SANITARY
SEWER CROSSING
36" STORM DRAIN
CROSSING
8" SANITARY
SEWER CROSSING
8" SANITARY
SEWER CROSSING
18" STORM DRAIN
CROSSING
8" SANITARY
SEWER CROSSING
8" SANITARY
SEWER CROSSING
8" SANITARY
SEWER CROSSING
(2) RECONNECT
EXISTING WATER METER
18" STORM DRAIN CROSSING
AB
AN
DO
N
EX
IS
TI
NG
W
AT
ER
M
AI
N
IN
P
LA
CE
ABANDON
EXISTING WATER
MAIN IN PLACE
GREENWAY COVE (50' R/W)
G
RE
EN
A
CR
ES
C T
(5 0'
R/ W
36" STORM DRAIN
CROSSING
WILLOWGREEN COURT (50' R/W)
300 LF 8" DI WATER MAIN
8" MJ 11.25° BEND
34" TAP FOR
SAMPLING
STATION
CONNECTION
OF
ISSUE SEQUENCE
NO. DATE DESCRIPTION
DRAWING NO.
SHEET:
P:
\A cti ve
\06 0.3
7.1 .25
G re en A cre s W ate r M ain R ep \ci vil \dr aw ing
\_p lan
_s he ets \06
0.3 7.1
.25 _G re en
A cre s_ wa ter _p lan .dw g
/06
/04
:33 A
M By
: T od d P ar ke r
© Copyright GWES (all rights reserved)
CHECKED:
APPROVED:
DESIGNED:
PROJECT NO.:
DATE:
GR
EE
N
AC
RE
S
W
AT
ER
M
AI
N
RE
PL
AC
EM
EN
T
FO
R
TH
E
CI
TY
O F
CO
VI
NG
TO
N
MTP
060.37.1.25
APRIL 2026
GSWCC LEVEL II CERTIFICATION 64207
EXPIRATION DATE: 6-23-2026
A 4.29.2026 75% DESIGN SET
MWT
MTP
1 5.21.2026 ISSUE FOR PERMIT
WATER MAIN REPLACEMENT
PLAN 3
C-5
WATER MAIN REPLACEMENT PLAN 3
M
ATCH LINE C - SEE DRAW
ING NO.
C-4
M
AT
CH
L
IN
E
B
- S
EE
D
RA
W
IN
G
N O
C-
PETTY ST
GREEN ACRES DR
PINECREST D
R
PLAN KEY
C-3 C-4
C-5
SCALE:
0 50' 100'
1"=50'
CONTRACTOR SHALL CONTACT ALL UTILITY
OWNERS AND COORDINATE ALL CROSSINGS
PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL LOCATE AND VERIFY
ALL UTILITIES PRIOR TO CONSTRUCTION.
WATER NOTES:
1. ALL ABANDONED WATER MAINS SHALL
BE CUT AND CAPPED AND EXISTING
VALVE BOX SHALL BE FILLED IN.
2. ALL WATER MAINS UNDER THE
ROADWAY WILL BE GROUT FILLED.
3. ALL EXISTING HYDRANTS REMOVED
SHALL BE RETURNED TO THE CITY.
4. CONTRACTOR SHALL LOCATE AND
RECONNECT ALL EXISTING WATER
METERS.
5. ALL WATER SERVICES SHALL BE
INSTALLED WITH 1 1/2" BORE.
6. DUCTILE IRON WATER MAIN SHALL BE
PROVIDED WITH POLYETHYLENE
ENCASEMENT, DOUBLE WRAPPED,
WHENEVER THE WATER MAIN EITHER
CROSSES OR IS WITHIN TEN FEET (10')
OF A STEEL GAS MAIN. POLYETHYLENE
WRAP SHALL BE MANUFACTURED OF
VIRGIN POLYETHYLENE MATERIAL
CONFORMING TO ASTM STANDARD
SPECIFICATION D-1248-78, TYPE 1,
CLASS A OR C, GRADE E-1. THE
POLYETHYLENE FILM SHALL HAVE
MINIMUM THICKNESS OF 8 mm.
7. RESIDENTIAL NON-TESTABLE
BACKFLOW PREVENTERS SHALL BE
INSTALLED IF NOT IN PLACE AT THE
METERS.
8. WATER METERS WERE NOT FIELD
LOCATED AND SOME MAY NOT BE
SHOWN ON THESE PLANS. ALL LOTS
WILL HAVE AT LEAST ONE METER, BUT
SOME LOTS ARE DUPLEXES AND MAY
HAVE MORE THAN ONE METER.
CONTRACTOR SHALL RECONNECT ALL
EXISTING WATER SERVICES.
ENG INEER
M IC H A E L T O D D P A R K ER
GEORGIA
REGISTERED
No. PE036155
PROFESSIONAL
GSWCC LEVEL II CERTIFICATION 64207
VICKIE ANN MADDOX
DB 1764 PG 464
N/F
CHRISTELLE CHOU
DB 4404 PG 271
N/F
CHARLES FRAMPTON
DB 4707 PG 624
N/F
UNITY REAL ESTATE
EXCHANGE
DB 4705 PG 254
N/F
ADAMS PHILLIP
DB 136 PG 673
N/F
PAULINE FEARS
DB 118 PG 649
N/F
CHARLENE ALFORD
DB 118 PG 650
N/F
GSLS GA LLC
DB 3102 PG 56
PB 80 PG 194
N/F
LEKEISHA NOLLEY
DB 3692 PG 160
N/F
JG PRINCIPLE
PROPERTIES INC
DB 4785 PG 645
N/F
DAVID AND
SHERLEAN
HARDEMAN
DB 4496 PG 57
N/F
LESTER LACKEY JR
DB 465 PG 21
N/F
LANDA APP LLC
DB 4505 PG 669
N/F
US BANK TRUST
NATIONAL
ASSOCIATION
DB 4726 PG 870
N/F
ARETHA ROBINSON
DB 1602 PG 359
N/F
SHAWANNA
MITCHELL AND
TWAWANNA
ROBINSON
DB 4519 PG 557
N/F
JIMMY BOLDEN,
FLORIPINA LEWIS
AND JANICE BOLDEN
DB 1869 PG 140
PB 8 PG 194
N/F
DOROTHY ROBINSON
ET AL AND ELAINE
CHERRY
DB 3288 PG 166
N/F
RP HOMES 1 LLC
DB 4371 PG 716
N/F
PROPERTY PROBLEM
SOLVERS LLC
DB 3830 PG 236
N/F
CHOCOLATE GIRLS
WINNING LLC
DB 4779 PG 116
N/F
ZORA NELL WEAVER
DB 118 PG 107
N/F
JP PRINCIPLE
PROPERTIES INC
DB 4696 PG 653
N/F
ANNIE KATE PETTY
DB 1469 PG 294
N/F
LANDA APP LLC
DB 4506 PG 360
BRIDGE SFR IV
BORROWER LLC
DB 4462 PG 672
N/F
JENNIFER BANKS AND
DERRICK ADAMS
DB 3589 PG 19
N/F
BRUNO PROPERTIES
MANAGEMENT LLC
DB 4773 PG 850
N/F
JOHN B BRUNO
DB 4702 PG 474
N/F
ANTONIO AND MARIA
ALVES
DB 3248 PG 414
N/F
DEMETERIUS WEAVER
DB 4192 PG 644
N/F
NEWTON COUNTY
BOARD OF
COMMISSIONERS
DB 2273 PG 117
N/F
WAYNE J MADDOX
DB 2479 PG 449
W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W
W W
SSSSSSSSSSSS
SS
SS SS SSSS
SS
NPDES OUTFALL MONITORING
LOCATION #1
4'X8' CONSTRUCTION SIGN
CONCRETE
WASHDOWN AREA
LIMITS OF DISTURBANCE
(TYP) - 1.8 ACRES
LO
D
LO
D
LOD LOD LOD LOD
LOD LOD LOD LOD LOD LOD
LO
D LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LO
D
LOD LOD LOD LOD
LO
D LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD
PETTY ST
GREEN ACRES DR
PINECREST D
R
PLAN KEY
OF
ISSUE SEQUENCE
NO. DATE DESCRIPTION
DRAWING NO.
SHEET:
P:
\A cti ve
\06 0.3
7.1 .25
G re en A cre s W ate r M ain R ep \ci vil \dr aw ing
\_p lan
_s he ets \06
0.3 7.1
.25 _G re en
A cre s_ wa ter _p lan .dw g
/06
/04
:33 A
M By
: T od d P ar ke r
© Copyright GWES (all rights reserved)
CHECKED:
APPROVED:
DESIGNED:
PROJECT NO.:
DATE:
GR
EE
N
AC
RE
S
W
AT
ER
M
AI
N
RE
PL
AC
EM
EN
T
FO
R
TH
E
CI
TY
O F
CO
VI
NG
TO
N
MTP
060.37.1.25
APRIL 2026
GSWCC LEVEL II CERTIFICATION 64207
EXPIRATION DATE: 6-23-2026
A 4.29.2026 75% DESIGN SET
MWT
MTP
1 5.21.2026 ISSUE FOR PERMIT
EROSION SEDIMENTATION
AND POLLUTION CONTROL
PLAN 1
C-6
WATER MAIN REPLACEMENT PLAN 1
M
ATCH LINE A - SEE DRAW
ING
NO
C-7
C-6 C-7
C-8
CONSTRUCTION EXIT
33.5829°,-83.8552
Co
Sd2-P
Sd2-P
Rt-Sg
SCALE:
0 50' 100'
1"=50'
Ds1 Ds2 Ds3
Du
ALL DISTURBED AREAS
Tp
Ds1 Ds2 Ds3
Du
ALL DISTURBED AREAS
Tp
CONTRACTOR SHALL CONTACT ALL UTILITY
OWNERS AND COORDINATE ALL CROSSINGS
PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL LOCATE AND VERIFY
ALL UTILITIES PRIOR TO CONSTRUCTION.
EROSION NOTES:
1. CONTRACTOR SHALL LOCATE AND
RECONNECT ALL EXISTING WATER
METERS.
2. ALL WATER SERVICES SHALL BE
INSTALLED WITH 1 1/2" BORE. THERE IS
NO ANTICIPATED DISTURBANCE
ASSOCIATED WITH THESE BORES.
ENG INEER
M IC H A E L T O D D P A R K ER
GEORGIA
REGISTERED
No. PE036155
PROFESSIONAL
GSWCC LEVEL II CERTIFICATION 64207
ZORA NELL WEAVER
DB 118 PG 107
N/F
JP PRINCIPLE
PROPERTIES INC
DB 4696 PG 653
N/F
ANNIE KATE PETTY
DB 1469 PG 294
N/F
LANDA APP LLC
DB 4506 PG 360
N/F
SALLY BARR
DB 2103 PG 272
N/F
JENNIFER LACKEY
DB 3474 PG 249
N/F
ANNE SAFFO
DB 3228 PG 450
N/F
LARRIAN SETAWIN
HIGHTOWER
DB 3623 PG 85
N/F
MICAELA MARTINEZ
AND ARCE APOLINAR
DB 4735 PG 437
N/F
GALVIN AND REGINA
EVANS
DB 4743 PG 810
N/F
BRIDGE SFR IV
BORROWER LLC
DB 4462 PG 672
N/F
RUTHIE MARTIN
DB 117 PG 112
N/F
MARJORIE DUNCAN
DB 2984 PG 531
N/F
MARSHALL ALVIN
BLOM
DB 3955 PG 19
N/F
DACA INVESTMENTS
LLC
DB 4791 PG 303
N/F
ROOTS TRX TRANCHE
2 SFR LLC
DB 4628 PG 129
N/F
MARION ELLIOT
DB 3288 PG 440
N/F
KENNETH JOHNSON
DB 3130 PG 337
N/F
DAISIE SMITH
DB 108 PG 44
N/F
RS RENTAL III-A LLC
DB 4319 PG 361
N/F
WILLIE LITTLE JR
DB 2880 PG 550
PB 20 PG 301N/F
TRACY BEEVERS
DB 4358 PG 1
N/F
JOHNNY AND GLORIA
JEAN STRONG
DB 139 PG 753
N/F
LUTHER AND FRANCES
WISE
DB 171 PG 626
N/F
BAF ASSETS 2 LLC
DB 3747 PG 229
N/F
ANNIE PEARL LEWIS
DB 2505 PG 211
N/F
LAND APP LLC
DB 4506 PG 89
N/F
ANDREW FENTON
DB 4772 PG 866
N/F
PR BORROWER 26 LLC
DB 4771 PG 643
N/F
PINE 6131 LLC
DB 4719 PG 251
N/F
UNITED BANK
CUSTODIAN FOR JOHN
BRUNO
DB 3045 PG 405
N/F
DAWN GEORGE
DB 4639 PG 247
N/F
MARY L JOHNSON
DB 1044 PG 444
N/F
MKIM RD LLC
DB 4773 PG 844
N/F
RUPERT KERR JR
DB 4518 PG 203
N/F
FRAMPTON CHARLES
DB 4704 PG 306
N/F
NAPOLEON
INVESTMENTS LLC
DB 3882 PG 417
N/F
DIANNE AND LUCILLE
HILL
DB 751 PG 455
N/F
REGINALD MADDOX
DB 117 PG 109
N/F
GREEN 6298 LLC
DB 4722 PG 314N/F
JONES RENTALS LLC
DB 2422 PG 348
N/F
LARCINA BROWN
DB 125 PG 382N/F
JOSE ALVERADO AND
FELICIA COOPER
DB 4499 PG 481
N/F
CRESTVIEW SOLUTIONS
LLC
DB 4777 PG 531
N/F
JOE SELLARS
DB 3245 PG 612
N/F
6285 GREEN LLC
DB 4762 PG 894
N/F
EVA LOUISE GRIER
DB 117 PG 570
N/F
KATHY MADDOX AND
GUSSIE BAKER
DB 4216 PG 231N/F
PATRICIA BROUGHTON
JEFFERIES
DB 4510 PG 768
N/F
BETTY NOLLEY
NORMAN
DB 210 PG 569N/F
WILLIE JAMES AND
SALLIE MARY
TERRELL
DB 139 PG 834
N/F
ROSE BELL JORDAN
AND SUSIE REID
DB 4793 PG 348
N/F
EZELL BROWN
DB 1719 PG 52N/F
NEWTON COUNTY
DB 3248 PG 298
N/F
JACK POPE JR AND
MARTHA COOPER
DB 229 PG 317
N/F
ALVA OTIS SPILLERS
DB 150 PG 378
N/F
LIZER BELL JACKSON
DB 2876 PG 364
N/F
ELLA AVERY
DB 3718 PG 552
N/F
HABITAT FOR
HUMANITY OF
NEWTON/MORGAN
AREA INC
DB 877 PG 101
N/F
HABITAT FOR
HUMANITY OF
NEWTON/MORGAN
AREA INC
DB 877 PG 101
N/F
CAROLYN VASON
DB 1082 PG 572
N/F
GUSSIE OFAYE BAKER
DB 4528 PG 286
N/F
RS RENTAL II LLC
DB 4311 PG 706
N/F
RS RENTAL II LLC
DB 4308 PG 757
N/F
PREPARATION CAPITAL
LLC
DB 3553 PG 190
N/F
GREENWAY 73 LLC
DB 4766 PG 673
N/F
TRACY CHISOLM
DB 3046 PG 271
N/F
BARBARA BELL
DB 762 PG 292
N/F
MARTHA REESE
DB 244 PG 604
N/F
JOE SELLARS
DB 3245 PG 612
N/F
CHARLIE WEBB
DB 230 PG 444
N/F
AIG FINANCE LLC
DB 2628 PG 46
N/F
AIG FINANCE LLC
DB 2628 PG 45
N/F
JEFFERY MARK
MORGAN
DB 4788 PG 517
N/F
NEWTON COUNTY
BOARD OF
COMMISSIONERS
DB 2273 PG 117
N/F
NEWTON COUNTY BOARD
OF COMMISSIONERS
DB 2273 PG 117
N/F
WAYNE J MADDOX
DB 2479 PG 449
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
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W
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W
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
NPDES OUTFALL
M
ONITORING LOCATION #4
LIMITS OF DISTURBANCE
(TYP) - 1.8 ACRES
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
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LOD
LO
D
LO
D LOD
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LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
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LOD
LO
D
LO
D
LO
D
LO
D
LO
D
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LOD
LOD
LOD
LOD
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LOD
LOD
LOD
LOD
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LOD
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LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
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LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD
LOD
LOD LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
OF
ISSUE SEQUENCE
NO. DATE DESCRIPTION
DRAWING NO.
SHEET:
P:
\A cti ve
\06 0.3
7.1 .25
G re en A cre s W ate r M ain R ep \ci vil \dr aw ing
\_p lan
_s he ets \06
0.3 7.1
.25 _G re en
A cre s_ wa ter _p lan .dw g
/06
/04
:33 A
M By
: T od d P ar ke r
© Copyright GWES (all rights reserved)
CHECKED:
APPROVED:
DESIGNED:
PROJECT NO.:
DATE:
GR
EE
N
AC
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S
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AT
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M
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AC
EM
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FO
R
TH
E
CI
TY
O F
CO
VI
NG
TO
N
MTP
060.37.1.25
APRIL 2026
GSWCC LEVEL II CERTIFICATION 64207
EXPIRATION DATE: 6-23-2026
A 4.29.2026 75% DESIGN SET
MWT
MTP
1 5.21.2026 ISSUE FOR PERMIT
C-6 C-7
C-8
EROSION SEDIMENTATION
AND POLLUTION CONTROL
PLAN 2
C-7
WATER MAIN REPLACEMENT PLAN 2
MATCH LINE A - SEE DRAWING NO. C-7
MATCH LINE B - SEE DRAWING NO. C-8
MATCH LINE C - S
EE DRAWING NO. C-8
PETTY ST
GREEN ACRES DR
PINECREST D
R
PLAN KEY
Sd2-P
Sd2-P
SCALE:
0 50' 100'
1"=50'
Sd2-P
Ds1 Ds2 Ds3
Du
ALL DISTURBED AREAS
Tp
Ds1 Ds2 Ds3
Du
ALL DISTURBED AREAS
Tp
CONTRACTOR SHALL CONTACT ALL UTILITY
OWNERS AND COORDINATE ALL CROSSINGS
PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL LOCATE AND VERIFY
ALL UTILITIES PRIOR TO CONSTRUCTION.
Sd2-P
EROSION NOTES:
1. CONTRACTOR SHALL LOCATE AND
RECONNECT ALL EXISTING WATER
METERS.
2. ALL WATER SERVICES SHALL BE
INSTALLED WITH 1 1/2" BORE. THERE IS
NO ANTICIPATED DISTURBANCE
ASSOCIATED WITH THESE BORES.
ENG INEER
M IC H A E L T O D D P A R K ER
GEORGIA
REGISTERED
No. PE036155
PROFESSIONAL
GSWCC LEVEL II CERTIFICATION 64207
DB 4319 PG 361
WILLIE LITTLE JR
DB 2880 PG 550
PB 20 PG 301
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TRACY BEEVERS
DB 4358 PG 1
N/F
JOHNNY AND GLORIA
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ANNIE PEARL LEWIS
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LAND APP LLC
DB 4506 PG 89
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DARLENE LAWRENCE
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STAR 2022-SFR3
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DB 4375 PG 136
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KATHERINE WILLIAMS
DB 4483 PG 4N/F
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IV LLC
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DB 4773 PG 862
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DB 4315 PG 132
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DB 4721 PG 441
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LLC
DB 4721 PG 159
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LLC
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KASONDRA
CANNON
DB 3398 PG 72
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DB 4772 PG 866
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DB 2861 PG 576 N/F
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DB 4766 PG 673
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DB 3046 PG 271
N/F
BARBARA BELL
DB 762 PG 292
N/F
MARTHA REESE
DB 244 PG 604
N/F
JOE SELLARS
DB 3245 PG 612
N/F
CHARLIE WEBB
DB 147 PG 743
N/F
CHARLIE WEBB
DB 230 PG 444
N/F
AIG FINANCE LLC
DB 2628 PG 46
N/F
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DB 2628 PG 45
N/F
JEFFERY MARK
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DB 4788 PG 517
N/F
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REVOCABLE LIVING
TRUST
DB 4621 PG 419
N/F
LEVEL UP
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HOLDINGS INC
DB 4657 PG 70
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SLAVA
PRUDCHENKO AND
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DB 1716 PG 478
N/F
FUENTES JOSE MIGUEL
MARTINEZ AND CHARRON
JIMENEZ MONTERROSAS
DB 3805 PG 117
N/F
DENISE LOVE EDWARDS AND
MARKIE MICHELLE LOVE
UPTON
DB 4622 PG 771
N/F
DAVID AND PATRICIA SMITH
DB 464 PG 163
N/F
CITY OF
COVINGTON
SSSSSSSSSSSS
W
W
W W
W
W W
W W
W W
W W
W
W
W
W
W
W
W W
W W
W W
W W
W
SSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
W W W W W W W W W W W W W W
W
W
W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W
W W W
NPDES OUTFALL
MONITORING LOCATION #2
NPDES OUTFALL
MONITORING LOCATION #3
NPDES OUTFALL
MONITORING LOCATION #4
LI
M
IT
S
OF
D
IS
TU
RB
AN
CE
(T
YP
1.
LIMITS OF DISTURBANCE
(TYP) - 1.8 ACRES
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD
LOD
LOD
LOD LOD
LOD LOD LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D LO
D LOD LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD
OF
ISSUE SEQUENCE
NO. DATE DESCRIPTION
DRAWING NO.
SHEET:
P:
\A cti ve
\06 0.3
7.1 .25
G re en A cre s W ate r M ain R ep \ci vil \dr aw ing
\_p lan
_s he ets \06
0.3 7.1
.25 _G re en
A cre s_ wa ter _p lan .dw g
/06
/04
:33 A
M By
: T od d P ar ke r
© Copyright GWES (all rights reserved)
CHECKED:
APPROVED:
DESIGNED:
PROJECT NO.:
DATE:
GR
EE
N
AC
RE
S
W
AT
ER
M
AI
N
RE
PL
AC
EM
EN
T
FO
R
TH
E
CI
TY
O F
CO
VI
NG
TO
N
MTP
060.37.1.25
APRIL 2026
GSWCC LEVEL II CERTIFICATION 64207
EXPIRATION DATE: 6-23-2026
A 4.29.2026 75% DESIGN SET
MWT
MTP
1 5.21.2026 ISSUE FOR PERMIT
EROSION SEDIMENTATION
AND POLLUTION CONTROL
PLAN 3
C-8
WATER MAIN REPLACEMENT PLAN 3
M
ATCH LINE C - SEE DRAW
ING NO.
C-7
M
AT
CH
L
IN
E
B
- S
EE
D
RA
W
IN
G
N O
C-
PETTY ST
GREEN ACRES DR
PINECREST D
R
PLAN KEY
C-6 C-7
C-8
Sd2-P
Sd2-P
Sd2-P
Sd2-P
Sd2-P
Rt-Sg
Rt-Sg
Rt-Sg
SCALE:
0 50' 100'
1"=50'
Sd2-P
Sd2-P
Sd2-P Sd2-P
Ds1 Ds2 Ds3
Du
ALL DISTURBED AREAS
Tp
Ds1 Ds2 Ds3
Du
ALL DISTURBED AREAS
Tp
Ds1 Ds2 Ds3
Du
ALL DISTURBED AREAS
Tp
Ds1 Ds2 Ds3
Du
ALL DISTURBED AREAS
Tp
CONTRACTOR SHALL CONTACT ALL UTILITY
OWNERS AND COORDINATE ALL CROSSINGS
PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL LOCATE AND VERIFY
ALL UTILITIES PRIOR TO CONSTRUCTION.
8' (TYP)
EROSION NOTES:
1. CONTRACTOR SHALL LOCATE AND
RECONNECT ALL EXISTING WATER
METERS.
2. ALL WATER SERVICES SHALL BE
INSTALLED WITH 1 1/2" BORE. THERE IS
NO ANTICIPATED DISTURBANCE
ASSOCIATED WITH THESE BORES.
Sd2-P
ENG INEER
M IC H A E L T O D D P A R K ER
GEORGIA
REGISTERED
No. PE036155
PROFESSIONAL
GSWCC LEVEL II CERTIFICATION 64207
OF
ISSUE SEQUENCE
NO. DATE DESCRIPTION
DRAWING NO.
SHEET:
P:
\A cti ve
\06 0.3
7.1 .25
G re en A cre s W ate r M ain R ep \ci vil \dr aw ing
\_p lan
_s he ets \06
0.3 7.1
.25 _G re en
A cre s_ de tai ls.
dw g
/06 /04
:33
A M
By : T od d P ar ke r
© Copyright GWES (all rights reserved)
CHECKED:
APPROVED:
DESIGNED:
PROJECT NO.:
DATE:
GR
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RE
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W
AT
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AI
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PL
AC
EM
EN
T
FO
R
TH
E
CI
TY
O F
CO
VI
NG
TO
N
MTP
060.37.1.25
APRIL 2026
GSWCC LEVEL II CERTIFICATION 64207
EXPIRATION DATE: 6-23-2026
A 4.29.2026 75% DESIGN SET
MWT
MTP
1 5.21.2026 ISSUE FOR PERMIT
SITE DETAILS 1
C-9
ENG INEER
M IC H A E L T O D D P A R K ER
GEORGIA
REGISTERED
No. PE036155
PROFESSIONAL
GSWCC LEVEL II CERTIFICATION 64207
NO. DATE DESCRIPTION
DRAWING NO.
SHEET:
P:
\A cti ve
\06 0.3
7.1 .25
G re en A cre s W ate r M ain R ep \ci vil \dr aw ing
\_p lan
_s he ets \06
0.3 7.1
.25 _G re en
A cre s_ de tai ls.
dw g
/06 /04
:33
A M
By : T od d P ar ke r
© Copyright GWES (all rights reserved)
CHECKED:
APPROVED:
DESIGNED:
PROJECT NO.:
DATE:
GR
EE
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AC
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S
W
AT
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RE
PL
AC
EM
EN
T
FO
R
TH
E
CI
TY
O F
CO
VI
NG
TO
N
MTP
060.37.1.25
APRIL 2026
GSWCC LEVEL II CERTIFICATION 64207
EXPIRATION DATE: 6-23-2026
A 4.29.2026 75% DESIGN SET
MWT
MTP
1 5.21.2026 ISSUE FOR PERMIT
SITE…
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