2026-15: LAS Service Road Replacement Phase 2

PROJECT ISSUE SEQUENCE
NO. DATE DESCRIPTION
LAS SERVICE ROAD CULVERT REPLACEMENT PHASE 2
FOR THE
CITY OF COVINGTON
11085 FLAT SHOALS RD, COVINGTON, GA 30016
24-HOUR CONTACT: DARRIN SMITH
TELEPHONE: (678) 878-5687
EMAIL: DMSMITH@CITYOFCOVINGTON.ORG
CITY OF COVINGTON BID NO. 2026-15
H
3W 6
Y
PROJECT
AREA
HWY
213
VICINITY MAP
NOT TO SCALE
SITE INFORMATION
LANDLOT 207 OF THE 9 LAND DISTRICT
LATITUDE: 33.5394 degrees LONGITUDE: -83.8668 degrees GWES PROJECT NUMBER: 060.41.3.26
C O V NI G T O N B Y P A S S R D
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SHOALS
WOODFIELD
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CREEK DRIED
INDIAN
0 7-6-2026 FOR BID
PROJECT
AREA
DRAWING NUMBER DRAWING TITLE
PORTIONS OF THIS PROJECT LIE WITHIN A FLOODPLAIN, PER FEMA C-1 COVER SHEET
FLOOD MAP PANEL 13217CO136D, EFFECTIVE DATE: 3/17/2014 C-2 GENERAL NOTES
C-3 GENERAL LOCATION MAP
C-4 DEMOLITION AND REMOVAL PLAN
C-5 CULVERT REPLACEMENT PLAN AND PROFILES
C-6 SITE DETAILS 1
C-7 SITE DETAILS 2
C-8 SITE DETAILS 3
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No. PE036155
PROFESSIONAL
M R
IC H A E E L N T G O IN D E D E R PA R K E
7/6/2026
MABRY
RD

ISSUE SEQUENCE
NO. DATE DESCRIPTION
GENERAL NOTES: LEGEND
1. THE CONTRACTOR TO COORDINATE ALL CONSTRUCTION WITH THE OWNER, CITY OF COVINGTON. COVINGTON 12. THE CONTRACTOR SHALL NOTIFY APPROPRIATE INSPECTORS AT LEAST TWO (2) BUSINESS DAYS PRIOR TO EXISTING PROPOSED
LAS ADDRESS IS 11085 FLAT SHOALS RD, COVINGTON, GA 30016. THE 24-HOUR CONTACT, DARRIN SMITH, COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WORK SCHEDULE DAILY WITH
(678) 878-5687. INSPECTORS ONCE CONSTRUCTION COMMENCES UNTIL PROJECT COMPLETION. THE CONTRACTOR SHALL
PROPERTY LINE W/ PIN IPF
REVIEW WORK COMPLETED QUANTITIES WITH INSPECTORS PRIOR TO SUBMISSION OF MONTHLY PAY
2. ALL CONSTRUCTION SHALL CONFORM TO THE PLANS, SPECIFICATIONS, CITY AND STATE STANDARDS. IN THE APPLICATION REQUEST.
RIGHT OF WAY (R/W)
EVENT OF CONFLICTS, THE STRICTER OF THE STANDARDS SHALL APPLY.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING AND SECURING ANY NECESSARY STORAGE AND
BENCHMARK
3. ANY REFERENCE TO "CONTRACTOR" SHALL BE ASSUMED TO ALSO APPLY TO ANY AND ALL OF THE STAGING AREAS FOR CONSTRUCTION EQUIPMENT AND MATERIAL. SECURITY OF EQUIPMENT AND MATERIAL
CONTRACTOR'S VENDORS, SUPPLIERS, AND SUBCONTRACTORS. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
CONTROL POINT
4. THIS PROJECT IS LOCATED IN THE 9TH LAND DISTRICT AND LAND LOT 207 OF NEWTON COUNTY, GA. PORTIONS 14. CONSTRUCTION AND STORAGE AREAS SHALL BE KEPT NEAT AND CLEAN AT ALL TIMES.
OF THIS PROPERTY LIE WITHIN A FLOODPLAIN PER FEMA MAP PANEL(S) 13217CO136D, EFFECTIVE DATE: TREE 18" HARDWOOD
3/17/2014. 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
TREELINE
5. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS HAVE BEEN DETERMINED FROM THE BEST ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION.
AVAILABLE INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. ENGINEER AND OWNER
SIGN
DO NOT ASSUME RESPONSIBILITY OF THE ACCURACY OF THE LOCATIONS SHOWN. 16. THE CLEARING AND CONSTRUCTION LIMITS ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL CONTAIN ALL
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6. THE TOPOGRAPHIC SURVEY WAS PREPARED BY STRANGE LAND SURVEYING, DATED 1/30/2026. STRANGE LAND
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SURVEYING NOR THE LICENSED PROFESSIONAL ASSUME ANY LIABILITY FOR THE EXISTENCE, LOCATION, OWNER AND THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING SANITARY SEWER W/ MANHOLE SS S SS
No. PE036155
MATERIAL OR SIZE OF ANY UNDERGROUND UTILITY SHOWN ON THIS SURVEY. IT IS THE RESPONSIBILITY OF THE PROPERTIES SHALL BE COMPLETED BY THE CONTRACTOR IMMEDIATELY. ALL COSTS FOR REPAIRS SHALL BE
PROFESSIONAL
CONTRACTOR TO VERIFY THE EXISTENCE, EXACT LOCATION, MATERIAL AND SIZE OF ANY UNDERGROUND THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE ALLOWED. DO NOT OVERHEAD POWER/POWER POLE OHP
M R
U H T E I R L E IT O Y N B W EF A O S R O E B B T I A D I D N I E N D G F O R R O M EX S C T A R V A A N T G IN E G L O AN N D T H SU IS R P V R E O Y J IN E G C T A . N T D H E IS T N O O P T O C G E R R A T P I H FI I E C D A A N S D C E O LE R V R A E T C IO T N B Y D A T T H A IS SHOWN R TH EM E O O V W E N T E R R E . ES, ORNAMENTALS, LANDSCAPING, OR OTHER LANDSCAPE ITEMS WITHOUT PRIOR APPROVAL FROM LIGHT POLE/GUY WIRE IC H A E E L N T G O IN D E D E R PA R K E
ENGINEER. USERS OF THIS DATA DO SO AT THEIR OWN RISK.
17. THE CONTRACTOR SHALL MAINTAIN ACCESS TO PUBLIC, PRIVATE, AND COMMERCIAL PROPERTIES AT ALL TIMES TELEPHONE PEDESTAL
7. THE CONTRACTOR SHALL CONTACT GEORGIA 811, EITHER BY DIALING 811 OR BY SUBMITTING A DIG TICKET DURING CONSTRUCTION.
ONLINE, A MINIMUM OF THREE (3) BUSINESS DAYS PRIOR TO THE START OF ANY EXCAVATION ACTIVITIES. THE FIBER OPTIC MARKER
CONTRACTOR SHALL PROVIDE ALL REQUIRED INFORMATION, INCLUDING CONTACT INFORMATION, EXACT WORK 18. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN AND REPAIR ALL ROADS DAMAGED DURING THE
LOCATION, DIRECTIONS TO THE SITE, TYPE OF WORK TO BE PERFORMED, ANTICIPATED START DATE, AND CONSTRUCTION PERIOD. IN SO DOING, THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE BEFORE AND WATER LINE W
EXPECTED DURATION OF WORK. THE CONTRACTOR SHALL ALLOW UTILITY OWNERS THE LEGALLY REQUIRED AFTER VIDEOS OF ROAD CONDITION FROM THE PROJECT SITE TO THE NEAREST STATE HIGHWAY. THE PUBLIC
VALVE
RESPONSE TIME TO LOCATE AND MARK UNDERGROUND UTILITIES AND SHALL VERIFY ALL UTILITY RESPONSES WORKS AND ROAD DEPARTMENTS OF THE RESPECTIVE CITIES AND COUNTIES SHALL BE CONTACTED BEFORE
THROUGH THE POSITIVE RESPONSE INFORMATION SYSTEM (PRIS) BEFORE COMMENCING ANY WORK. CONSTRUCTION BEGINS AND VIDEOS PROVIDED FOR THEIR REVIEW AND ACCEPTANCE. THE CONTRACTOR
FIRE HYDRANT
EXCAVATION SHALL NOT BEGIN UNTIL ALL UTILITIES HAVE RESPONDED AND NO UNMARKED BUT VISIBLY SHALL BE RESPONSIBLE FOR SECURING AND PROVIDING ANY REPAIR BONDS REQUIRED BY THE RESPECTIVE
APPARENT UNDERGROUND UTILITIES ARE PRESENT. IF UTILITY MARKINGS ARE MISSING, UNCLEAR, OR ROAD DEPARTMENTS. LOAD LIMITS ON EXISTING ROADS SHALL BE OBSERVED BY THE CONTRACTORS. GM
GAS METER
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 19. THE CONTRACTOR SHALL KEEP EXISTING CHANNELS AND DITCHES OPEN TO STORMWATER PASSAGE AT ALL
TOLERANCE ZONE REQUIREMENTS AND SAFE DIGGING PRACTICES, PARTICULARLY WHEN OPERATING TIMES DURING THE PROJECT. ASPHALT PAVING
MECHANIZED EQUIPMENT.
20. THE CONTRACTOR SHALL DEWATER WORK AREA TO PROVIDE DRY EXCAVATION AT ALL TIMES. THE
CONTRACTOR SHALL PROVIDE ALL PIPE, PUMPS, MATS, STONE, SAND, EXCAVATION, LABOR, ETC. TO GRAVEL
8. THE CONTRACTOR SHALL VERIFY LOCATIONS AND SIZES OF EXISTING UTILITIES. IF A DISCREPANCY EXISTS WITH ADEQUATELY DEWATER WORK AREA. IF CONTRACTOR ENCOUNTERS GROUNDWATER, GEOTEXTILE MUST BE
THE UTILITY LOCATIONS, THE CONTRACTOR SHALL CONTACT THE OWNER BEFORE BEGINNING CONSTRUCTION. LAID BELOW PIPE BEDDING MATERIALS. DEWATERING AND GEOTEXTILE COSTS SHALL BE INCIDENTAL TO BID
THE CONTRACTOR SHALL VERIFY ALL POTENTIAL UTILITY CONFLICTS AND SHALL IMMEDIATELY NOTIFY THE ITEMS PRICES. STORMWATER PIPING
OWNER OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS.
21. ALL WASTE MATERIALS EXCAVATED FROM THE SITE SHALL BE REMOVED AND PROPERLY DISPOSED OFF-SITE BY HEADWALL
9. THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO PROVIDE THE HORIZONTAL AND VERTICAL THE CONTRACTOR. MATERIALS SHALL BE STOCKPILED SEPARATELY AS TO USABLE (NON-ORGANIC) FILL
CONTROL DATA FOR THE PROJECT. BENCHMARK AND SURVEY CONTROL POINT INFORMATION SHALL BE STOCKPILES AND ORGANIC (MUCK) STOCKPILES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL FLARED END SECTION
PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. DISCREPANCIES BETWEEN FIELD OF ALL UNSUITABLE FILL MATERIALS FROM OR STOCKPILED ON THE SITE.
LIMITS OF CLEARING
MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE
AND LOD LOD
OWNER IMMEDIATELY. 22. EROSION, SEDIMENTATION AND POLLUTION CONTROL MEASURES SHALL BE PROVIDED AND INSTALLED BY
CONSTRUCTION
CONTRACTOR WITHIN THE LIMITS OF CLEARING AND CONSTRUCTION PRIOR TO OR CONCURRENT WITH THE
10. ANY REFERENCE POINTS, RIGHT-OF-WAY MONUMENTS, PROPERTY CORNERS, BENCHMARKS OR OTHER COMMENCEMENT OF CONSTRUCTION. THESE MEASURES SHALL BE INSTALLED, AND INSPECTED BY THE
CONTOUR 400 400
MONUMENTS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE RESTORED BY A REGISTERED LAND CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED IMMEDIATELY. SEE DRAWING
SURVEYOR LICENSED TO PRACTICE IN THE STATE OF GEORGIA, WITH ALL ASSOCIATED COSTS BORNE BY THE NUMBER C-5 FOR EROSION, SEDIMENTATION, AND POLLUTION CONTROL MEASURES, NOTES AND DETAILS.
CONTRACTOR. LIKEWISE, ALL LANDSCAPES, STREET SIGNS, MAILBOXES, TRAFFIC SIGNS AND OTHER STREET DEMOLITION
FURNITURE AND APPURTENANCES DISTURBED BY CONSTRUCTION OPERATIONS SHALL BE RESTORED BY THE 23. ALL DISTURBED AREAS SHALL BE RE-VEGETATED IMMEDIATELY AFTER CONSTRUCTION IN A MANNER
CONTRACTOR TO THEIR ORIGINAL CONDITION. 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.
11. ALL CONSTRUCTION ON PRIVATE PROPERTY REQUIRES A TEMPORARY OR PERMANENT EASEMENT. THE OWNER
WILL OBTAIN SUCH EASEMENTS. 24. THE CONTRACTOR SHALL STOCKPILE AND LATER SPREAD A MINIMUM OF 4 INCHES OF TOPSOIL IN AREAS TO BE
LANDSCAPED OR SEEDED.
ABBREVIATION LEGEND
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
DRAWING NO.
SHEET:
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71:2
71/70/6202
(C) Copyright GWES
(all rights reserved)
PROJECT NO.:
DESIGNED:
CHECKED:
APPROVED:
DATE:
TNEMECALPER
TREVLUC
DAOR
ECIVRES
SAL
2
ESAHP EHT
ROF
NOTGNIVOC
FO
YTIC
0 7-6-2026 FOR BID
7/6/2026
GSWCC LEVEL II CERTIFICATION 64207
EXPIRATION DATE: 6-23-2029
060.41.3.26
MTP
MWT
MTP
JULY 2026
GENERAL NOTES
C-2
2 8

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PROFESSIONAL
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71:2
71/70/6202
(C) Copyright GWES
(all rights reserved)
PROJECT NO.:
DESIGNED:
CHECKED:
APPROVED:
DATE:
TNEMECALPER
TREVLUC
DAOR
ECIVRES
SAL
2
ESAHP EHT
ROF
NOTGNIVOC
FO
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0 7-6-2026 FOR BID
7/6/2026
GSWCC LEVEL II CERTIFICATION 64207
EXPIRATION DATE: 6-23-2029
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060.41.3.26
MTP
MWT
MTP
JULY 2026
GGEENNEERRAALL LLOOCCAATTIIOONN MMAAPP
CC--33
GENERAL LOCATION MAP
3 8
ANDERSON
CIR
D V R A R
N N E R
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1ST
ST
PROJECT
AREA
STEELE
RD
B A C H E L O R R D
LAS OFFICE
11085 FLAT SHOALS RD
D
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N/F S
N/F E
THE CITY OF COVINGTON C
THE CITY OF COVINGTON D TAX PARCEL C R TAX PARCEL A
A L S 0065 007 0065 007 A S
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ACCESS
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N/F
THE CITY OF COVINGTON
TAX PARCEL
0065 007
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THE CITY OF COVINGTON
TAX PARCEL
0066 002A
N/F
THE CITY OF COVINGTON
TAX PARCEL
0066 002A
DYLANS CT
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581 No. PE036155
582 PROFESSIONAL
583
581
M R
5 8 18"CMP INV.=580.42' IC H A E E L N T G O IN D E D E R PA R K E
4
APPROXIMATE LOCATION 20" DIP FORCE MAIN
581
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5882
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71:2
71/70/6202
(C) Copyright GWES
(all rights reserved)
PROJECT NO.:
DESIGNED:
CHECKED:
APPROVED:
DATE:
TNEMECALPER
TREVLUC
DAOR
ECIVRES
SAL
2
ESAHP EHT
ROF
NOTGNIVOC
FO
YTIC
0 7-6-2026 FOR BID
WETLANDS
7/6/2026
GSWCC LEVEL II CERTIFICATION 64207
EXPIRATION DATE: 6-23-2029
LIMIT
OF WETLANDS
REMOVE 15 SY GRAVEL REMOVE 28 LF 18" CMP
ACCESS DRIVE
REMOVE 43 LF I-BEAM
LIMIT
OF WETLANDS SERVICE
ROAD
REMOVE 12 SY GRAVEL
ACCESS DRIVE REMOVE 35 LF 18" CMP
WETLANDS
K N K WETLANDS
N
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B A K
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060.41.3.26
MTP
MWT
MTP
JULY 2026
DEMOLITION AND REMOVAL
PLAN
0 10' 20'
DEMOLITION AND REMOVAL PLAN
SCALE:
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LOD 583 2 8 584 584 5 5 8 1 583 LO
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582 584 585 L
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D 0
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A1 0
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STA:10+07 LOD
INV:580.20 LOD 585 10' TYP DOL
LOD CULVERT B DOL
584 LOD
DOL
5 8 2 583 LOD
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APPROXIMATE LOCATION 20" DIP FORCE MAIN
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595 595
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585 585 585 585
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10+20 10+40 20+20 20+40 10+00 10+50 20+00 20+50
2A
LLAWDAEH 13+01:ATS 23.085:VNI
24' of 36" CLASS III RCP @ 0.50%
1A
LLAWDAEH 70+01:ATS 02.085:VNI
2B
LLAWDAEH 53+02:ATS 23.085:VNI
24' of 36" CLASS III RCP @ 0.50%
1B
LLAWDAEH 11+02:ATS 02.085:VNI
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No. PE036155 PROFESSIONAL M R
IC H A E E L N T G O IN D E D E R PA R K E
DRAWING NO.
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71:2
71/70/6202
(C) Copyright GWES (all rights reserved)
PROJECT NO.:
DESIGNED:
CHECKED:
APPROVED:
DATE:
TNEMECALPER
TREVLUC
DAOR
ECIVRES
SAL
2
ESAHP EHT
ROF
NOTGNIVOC
FO
YTIC
0 7-6-2026 FOR BID
80 LF TYPE "S" DOUBLE
ROW SILT FENCE Sd1-S
WETLANDS
LIMIT
OF WETLANDS
Ds1 Ds2 Ds3 89 SF - WETLAND IMPACT
Du Tp
WETLAND LIMIT ALL DISTURBED AREAS 71 SF - WETLAND IMPACT
4 SY EROSION
Ss
CONTROL BLANKET
LIMITS OF 99 LF TYPE "S" DOUBLE DISTURBANCE ROW SILT FENCE Sd1-S
(0.15 ACRE) 6" GRADED AGGREGATE BASE COMPACTED TO 100% MODIFIED
PROCTOR MAXIMUM DRY DENSITY 93 LF TYPE "S" DOUBLE (265 SY) Sd1-S CONTRACTOR SHALL ROW SILT FENCE 7/6/2026 VERIFY EXACT LOCATION
15 SY EROSION AND DEPTH OF FORCE MAIN GSWCC LEVEL II CERTIFICATION 64207 3' SHOULDER CONTROL BLANKET Ss (SEE NOTE 1) EXPIRATION DATE: 6-23-2029 LIMIT OF WETLANDS 1
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ROW SILT FENCE Sd1-S
3' SHOULDER
36" RCP HEADWALL WITH
ENERGY DISSIPATION
BLOCKS
97 LF TYPE "S" DOUBLE Sd1-S
ROW SILT FENCE
S K T N R 30 SF - STREAM IMPACT
WETLANDS 5 SF - WETLAND IMPACT A E
B A
M M Ds1 Ds2 Ds3
A B E A R N T K Du Tp S WETLAND LIMIT
ALL DISTURBED AREAS 15 SY EROSION 43 LF TYPE "S" DOUBLE
Ss CONTROL BLANKET ROW SILT FENCE Sd1-S
36" RCP HEADWALL WITH K
N
WETLANDS ENERGY DISSIPATION A
BLOCKS N K M B
A A B E
M R
A T
E S WETLANDS
R
T 18 SF - STREAM IMPACT
S
CULVERT REPLACEMENT PLAN
NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
BOTH THE HORIZONTAL AND THE VERTICAL LOCATION OF THE
FORCE MAIN PRIOR TO CONSTRUCTION. THE FORCE MAIN
SHALL BE PROTECTED DURING ALL STAGES OF CONSTRUCTION.
EXISTING GRADE
EXISTING GRADE PROPOSED GRADE
PROPOSED GRADE
060.41.3.26
EXISTING 20" DIP FORCE MAIN EXISTING 20" DIP FORCE MAIN
MTP
MWT
MTP
JULY 2026
CULVERT REPLACEMENT
PLAN AND PROFILES
CULVERT A PROFILE CULVERT B PROFILE
H: 0 10' 20'
V: 0 5' 10'
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No. PE036155
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IC H A E E L N T G O IN D E D E R PA R K E
DRAWING NO.
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71:2
71/70/6202
(C) Copyright GWES
(all rights reserved)
PROJECT NO.:
DESIGNED:
CHECKED:
APPROVED:
DATE:
TNEMECALPER
TREVLUC
DAOR
ECIVRES
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2
ESAHP EHT
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NOTGNIVOC
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0 7-6-2026 FOR BID
12'-0"
EXISTING GRADE
6" GAB
VARIES
1' TO HAVE 100% COMPACTION
EXISTING GRADE UNDISTURBED SOIL COMPACTED BACKFILL
DEPTH VARIES
6" MIN.
4 OZ. NON-WOVEN NEEDLE EXISTING SUBGRADE
SPRINGLINE PUNCHED GEOFABRIC
200 LB WOVEN FABRIC
6" MIN. UNDER PIPE
#57 STONE
STORM DRAINAGE PIPE
DETAIL - GRAVEL ACCESS DRIVE SECTION
BACKFILL REQUIREMENTS: NOTES: NOT TO SCALE 1. COMPACTED TO 95% STANDARD PROCTOR. 1. PIPE SHALL BE WRAPPED WITH NON-WOVEN NEEDLE
PUNCHED FILTER FABRIC. 7/6/2026
GSWCC LEVEL II CERTIFICATION 64207
2. USE OF TYPE II BEDDING MUST BE APPROVED BY EXPIRATION DATE: 6-23-2029
ENGINEER.
DETAIL - RCP BEDDING
NOT TO SCALE
DETAIL - HEADWALL
NOT TO SCALE
1.0
060.41.3.26
MTP
MWT
MTP
JULY 2026
SITE DETAILS 1
DETAIL - HEADWALL WITH DISSIPATOR BLOCKS
NOT TO SCALE
C-6
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ISSUE SEQUENCE
NO. DATE DESCRIPTION
E
ORG
G I A
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EGISTERE
D
No. PE036155
PROFESSIONAL
M R IC H A E E L N T G O IN D E D E R PA R K E
DRAWING NO.
SHEET:
OF
gwd.2
HP
TREVLUC_SLIATED_TD_14060\selif_teehs\gniward\livic\2
esahP
trevluC
SAL
62.3.14.060\evitcA\:P
eroffirG
ydoC
:yB
MP
81:2
71/70/6202
(C) Copyright GWES
(all rights reserved)
PROJECT NO.:
DESIGNED:
CHECKED:
APPROVED:
DATE:
TNEMECALPER
TREVLUC
DAOR
ECIVRES
SAL
2
ESAHP EHT
ROF
NOTGNIVOC
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DEFINITION DEFINITION DEFINITION
APPLYING PLANT RESIDUES OR OTHER SUITABLE MATERIALS, PRODUCED ON THE SITE IF THE ESTABLISHMENT OF TEMPORARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS FOR CONTROLLING SURFACE AND AIR MOVEMENT OF DUST ON CONSTRUCTION SITES, ROADS, AND
0 7-6-2026 FOR BID
POSSIBLE, TO THE SOIL SURFACE. SEASONAL PROTECTION ON DISTURBED OR DENUDED AREAS. DEMOLITION SITES.
PURPOSE PURPOSE PURPOSE
* TO REDUCE RUNOFF AND EROSION * TO REDUCE RUNOFF AND SEDIMENT DAMAGE OF DOWN STREAM RESOURCES *TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES.
* TO CONSERVE MOISTURE * TO PROTECT THE SOIL SURFACE FROM EROSION *TO REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES THAT MAY BE HARMFUL OR INJURIOUS
* TO PREVENT SURFACE COMPACTION OR CRUSTING * TO IMPROVE WILDLIFE HABITAT TO HUMAN HEALTH, WELFARE, OR SAFETY, OR TO ANIMALS OR PLANT LIFE.
* TO CONTROL UNDESIRABLE VEGETATION * TO IMPROVE AESTHETICS
* TO MODIFY SOIL TEMPERATURE * TO IMPROVE TILTH, INFILTRATION AND AERATION AS WELL AS ORGANIC MATTER FOR CONDITIONS
* TO INCREASE BIOLOGICAL ACTIVITY IN THE SOIL PERMANENT PLANTINGS THIS PRACTICE IS APPLICABLE TO AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST
WHERE ON AND OFF-SITE DAMAGE MAY OCCUR WITHOUT TREATMENT.
REQUIREMENT FOR REGULATORY COMPLIANCE REQUIREMENT FOR REGULATORY COMPLIANCE
MULCH OR TEMPORARY GRASSING SHALL BE APPLIED TO ALL EXPOSED AREAS WITHIN 14 DAYS MULCH OR TEMPORARY GRASSING SHALL BE APPLIED TO ALL EXPOSED AREAS WITHIN 14 DAYS METHOD AND MATERIALS
OF DISTURBANCE. MULCH CAN BE USED AS A SINGULAR EROSION CONTROL DEVICE FOR UP TO SIX OF DISTURBANCE. TEMPORARY GRASSING, INSTEAD OF MULCH, CAN BE APPLIED TO ROUGH
MONTHS, BUT IT SHALL BE APPLIED AT THE APPROPRIATE DEPTH, DEPENDING ON THE MATERIAL GRADED AREAS THAT WILL BE EXPOSED FOR LESS THAN SIX MONTHS. IF AN AREA IS EXPECTED TO A. TEMPORARY METHODS
USED, ANCHORED AND HAVE A CONTINUOUS 90% COVER OR GREATER OF THE SOIL SURFACE. BE UNDISTURBED FOR LONGER THAN SIX MONTHS, PERMANENT PERENNIAL VEGETATION SHALL BE MULCHES. SEE STANDARD DS1 - DISTURBED AREA STABILIZATION (WITH MULCHING ONLY).
USED. IF OPTIMUM PLANTING CONDITIONS FOR TEMPORARY GRASSING IS LACKING, MULCH CAN BE SYNTHETIC RESINS MAY BE USED INSTEAD OF ASPHALT TO BIND MULCH MATERIAL. REFER TO
MAINTENANCE SHALL BE REQUIRED TO MAINTAIN APPROPRIATE DEPTH AND 90% COVER. USED AS A SINGULAR EROSION CONTROL DEVICE FOR UP TO SIX MONTHS BUT IT SHALL BE APPLIED SPECIFICATION TAC - TACKIFIERS. RESINS SHOULD BE USED ACCORDING TO MANUFACTURER'S
TEMPORARY VEGETATION MAY BE EMPLOYED INSTEAD OF MULCH IF THE AREA WILL REMAIN AT THE APPROPRIATE DEPTH, ANCHORED, AND HAVE A CONTINUOUS 90% COVER OR GREATER OF RECOMMENDATIONS.
UNDISTURBED FOR LESS THAN SIX MONTHS. THE SOIL SURFACE. REFER TO SPECIFICATION DS1-DISTURBED AREA STABILIZATION (WITH
TEMPORARY SEEDING). VEGETATIVE COVER. SEE SPECIFICATION DS2 - DISTURBED AREA STABILIZATION (WITH
IF ANY AREA WILL REMAIN UNDISTURBED FOR GREATER THAN SIX MONTHS, PERMANENT TEMPORARY SEEDING).
VEGETATIVE TECHNIQUES SHALL BE EMPLOYED. REFER TO DS2 -DISTURBED AREA STABILIZATION CONDITIONS
(WITH TEMPORARY SEEDING), DS3 - DISTURBED AREA STABILIZATION (WITH PERMANENT SEEDING), TEMPORARY VEGETATIVE MEASURES SHOULD BE COORDINATED WITH PERMANENT MEASURES SPRAY-ON ADHESIVES. THESE ARE USED ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS).
AND DS4 - DISTURBED AREA STABILIZATION (WITH SODDING). TO ASSURE ECONOMICAL AND EFFECTIVE STABILIZATION. MOST TYPES OF TEMPORARY KEEP TRAFFIC OFF THESE AREAS. REFER TO SPECIFICATION TAC - TACKIFIERS. VEGETATION ARE IDEAL TO USE AS COMPANION CROPS UNTIL THE PERMANENT VEGETATION IS SPECIFICATIONS ESTABLISHED. NOTE: SOME SPECIES OF TEMPORARY VEGETATION ARE NOT APPROPRIATE FOR TILLAGE. THIS PRACTICE IS DESIGNED TO ROUGHEN AND BRING CLODS TO THE SURFACE. IT IS
MULCHING WITHOUT SEEDING COMPANION CROP PLANTINGS BECAUSE OF THEIR POTENTIAL TO OUT-COMPETE THE DESIRED AN EMERGENCY MEASURE THAT SHOULD BE USED BEFORE WIND EROSION STARTS. BEGIN PLOWING 7/6/2026
THIS STANDARD APPLIES TO GRADED OR CLEARED AREAS WHERE SEEDINGS MAY NOT HAVE A SPECIES (E.G. ANNUAL RYEGRASS). CONTACT NRCS OR THE LOCAL SWCD FOR MORE INFORMATION. ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART, GSWCC LEVEL II CERTIFICATION 64207
SUITABLE GROWING SEASON TO PRODUCE AN EROSION RETARDANT COVER, BUT CAN BE SPRING-TOOTHED HARROWS, AND SIMILAR PLOWS ARE EXAMPLES OF EQUIPMENT THAT MAY EXPIRATION DATE: 6-23-2029
STABILIZED WITH A MULCH COVER. SPECIFICATIONS PRODUCE THE DESIRED EFFECT.
GRADING AND SHAPING
SITE PREPARATION EXCESSIVE WATER RUN-OFF SHALL BE REDUCED BY PROPERLY DESIGNED AND INSTALLED IRRIGATION. THIS IS GENERALLY DONE AS AN EMERGENCY TREATMENT. SITE IS SPRINKLED
1. GRADE TO PERMIT THE USE OF EQUIPMENT FOR APPLYING AND ANCHORING MULCH. EROSION CONTROL PRACTICES SUCH AS CLOSED DRAINS, DITCHES, DIKES, DIVERSIONS, SEDIMENT WITH WATER UNTIL THE SURFACE IS WET. REPEAT AS NEEDED.
2. INSTALL NEEDED EROSION CONTROL MEASURES AS REQUIRED SUCH AS DIKES, DIVERSIONS, BARRIERS AND OTHERS.
BERMS, TERRACES AND SEDIMENT BARRIERS. BARRIERS. SOLID BOARD FENCES, SNOWFENCES, BURLAP FENCES, CRATE WALLS, BALES OF
3. LOOSEN COMPACT SOIL TO A MINIMUM DEPTH OF 3 INCHES. NO SHAPING OR GRADING IS REQUIRED IF SLOPES CAN BE STABILIZED BY HAND-SEEDED HAY AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING.
VEGETATION OR IF HYDRAULIC SEEDING EQUIPMENT IS TO BE USED. BARRIERS PLACED AT RIGHT ANGLES TO PREVAILING CURRENTS AT INTERVALS OF ABOUT 15 TIMES
MULCHING MATERIALS THEIR HEIGHT ARE EFFECTIVE IN CONTROLLING WIND EROSION.
SELECT ONE OF THE FOLLOWING MATERIALS AND APPLY AT THE DEPTH INDICATED: SEEDBED PREPARATION
WHEN A HYDRAULIC SEEDER IS USED, SEEDBED PREPARATION IS NOT REQUIRED. WHEN USING CALCIUM CHLORIDE. APPLY AT RATE THAT WILL KEEP SURFACE MOIST. MAY NEED
1. DRY STRAW OR HAY SHALL BE APPLIED AT A DEPTH OF 2 TO 4 INCHES PROVIDING COMPLETE CONVENTIONAL OR HAND-SEEDING, SEEDBED PREPARATION IS NOT REQUIRED IF THE SOIL RETREATMENT.
SOIL COVERAGE. ONE ADVANTAGE OF THIS MATERIAL IS EASY APPLICATION. MATERIAL IS LOOSE AND NOT SEALED BY RAINFALL.
2. WOOD WASTE (CHIPS, SAWDUST OR BARK) SHALL BE APPLIED AT A DEPTH OF 2 TO 3 INCHES. B. PERMANENT METHODS
ORGANIC MATERIAL FROM THE CLEARING STAGE OF DEVELOPMENT SHOULD REMAIN ON WHEN SOIL HAS BEEN SEALED BY RAINFALL OR CONSISTS OF SMOOTH CUT SLOPES, THE SOIL
SITE, BE CHIPPED, AND APPLIED AS MULCH. THIS METHOD OF MULCHING CAN GREATLY SHALL BE PITTED, TRENCHED OR OTHERWISE SCARIFIED TO PROVIDE A PLACE FOR SEED TO LODGE PERMANENT VEGETATION. SEE SPECIFICATION DS3 -DISTURBED AREA STABILIZATION (WITH
REDUCE EROSION CONTROL COSTS. AND GERMINATE. PERMANENT VEGETATION). EXISTING TREES AND LARGE SHRUBS MAY AFFORD VALUABLE
3. POLYETHYLENE FILM SHALL BE SECURED OVER BANKS OR STOCKPILED SOIL MATERIAL FOR PROTECTION IF LEFT IN PLACE.
TEMPORARY PROTECTION. THIS MATERIAL CAN BE SALVAGED AND RE-USED. LIME AND FERTILIZER
AGRICULTURAL LIME IS REQUIRED UNLESS SOIL TESTS INDICATE OTHERWISE. APPLY TOPSOILING. THIS ENTAILS COVERING THE SURFACE WITH LESS EROSIVE SOIL MATERIAL. SEE
APPLYING MULCH AGRICULTURAL LIME AT A RATE DETERMINED BY SOIL TEST FOR PH. QUICK ACTING LIME SHOULD BE SPECIFICATION TP - TOPSOILING.
WHEN MULCH IS USED WITHOUT SEEDING, MULCH SHALL BE APPLIED TO PROVIDE FULL INCORPORATED TO MODIFY PH DURING THE GERMINATION PERIOD. BIO STIMULANTS SHOULD ALSO
COVERAGE OF THE EXPOSED AREA. BE CONSIDERED WHEN THERE IS LESS THAN 3% ORGANIC MATTER IN THE SOIL. GRADED AREAS STONE. COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. SEE SPECIFICATION
REQUIRE LIME APPLICATION. SOILS MUST BE TESTED TO DETERMINE REQUIRED AMOUNTS OF CR-CONSTRUCTION ROAD STABILIZATION.
1. DRY STRAW OR HAY MULCH AND WOOD CHIPS SHALL BE APPLIED UNIFORMLY BY HAND OR FERTILIZER AND AMENDMENTS. FERTILIZER SHOULD BE APPLIED BEFORE LAND PREPARATION AND
BY MECHANICAL EQUIPMENT. INCORPORATED WITH A DISK, RIPPER, OR CHISEL. ON SLOPES TOO STEEP FOR, OR INACCESSIBLE
2. IF THE AREA WILL EVENTUALLY BE COVERED WITH PERENNIAL VEGETATION, 20-30 POUNDS TO EQUIPMENT, FERTILIZER SHALL BE HYDRAULICALLY APPLIED, PREFERABLY IN THE FIRST PASS
OF NITROGEN PER ACRE IN ADDITION TO THE NORMAL AMOUNT SHALL BE APPLIED TO WITH SEED AND SOME HYDRAULIC MULCH, THEN TOPPED WITH THE REMAINING REQUIRED
OFFSET THE UPTAKE OF NITROGEN CAUSED BY THE DECOMPOSITION OF THE ORGANIC APPLICATION RATE DUST CONTROL ON DISTURBED AREAS
MULCHES. Du
3. APPLY POLYETHYLENE FILM ON EXPOSED AREAS. SEEDING
SELECT A GRASS OR GRASS-LEGUME MIXTURE SUITABLE TO THE AREA AND SEASON OF THE
ANCHORING MULCH YEAR. SEED SHALL BE APPLIED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL,
1. STRAW OR HAY MULCH CAN BE PRESSED INTO THE SOIL WITH A DISK HARROW WITH THE CULTIPACKER-SEEDER, OR HYDRAULIC SEEDER (SLURRY INCLUDING SEED AND FERTILIZER). DRILL
DISK SET STRAIGHT OR WITH A SPECIAL PACKER DISK. DISKS MAY BE SMOOTH OR OR CULTIPACKER SEEDERS SHOULD NORMALLY PLACE SEED ONE-QUARTER TO ONE-HALF INCH
SERRATED AND SHOULD BE 20 INCHES OR MORE IN DIAMETER AND 8 TO 12 INCHES APART. DEEP. APPROPRIATE DEPTH OF PLANTING IS TEN TIMES THE SEED DIAMETER. SOIL SHOULD BE
THE EDGES OF THE DISK SHOULD BE DULL ENOUGH NOT TO CUT THE MULCH BUT TO PRESS "RAKED" LIGHTLY TO COVER SEED WITH SOIL IF SEEDED BY HAND. SEE TABLE 6-4.1
IT INTO THE SOIL LEAVING MUCH OF IT IN AN ERECT POSITION. STRAW OR HAY MULCH SHALL
BE ANCHORED IMMEDIATELY AFTER APPLICATION. MULCHING
STRAW OR HAY MULCH SPREAD WITH SPECIAL BLOWER-TYPE EQUIPMENT MAY BE TEMPORARY VEGETATION CAN, IN MOST CASES, BE ESTABLISHED WITHOUT THE USE OF
ANCHORED. TACKIFERS, BINDERS AND HYDRAULIC MULCH WITH TACKIFIER SPECIFICALLY MULCH, PROVIDED THERE IS LITTLE TO NO EROSION POTENTIAL. HOWEVER, THE USE OF MULCH CAN
DESGINED FOR TACKING STRAW CAN BE SUBSTITUTED FOR EMULSIFIED ASPHALT. PLEASE OFTEN ACCELERATE AND ENHANCE GERMINATION AND VEGETATION ESTABLISHMENT. MULCH
REFER TO SPECIFICATION TAC-TACKIFERS. PLASTIC MESH OR NETTING WITH MESH NO WITHOUT SEEDING SHOULD BE CONSIDERED FOR SHORT TERM PROTECTION. REFER TO DS1 -
LARGER THAN ONE INCH BY ONE INCH SHALL BE INSTALLED ACCORDING TO DISTURBED AREA STABILIZATION (WITH MULCHING ONLY).
MANUFACTURER'S SPECIFICATIONS.
2. NETTING OF THE APPROPRIATE SIZE SHALL BE USED TO ANCHOR WOOD WASTE. OPENINGS IRRIGATION
OF THE NETTING SHALL NOT BE LARGER THAN THE AVERAGE SIZE OF THE WOOD WASTE DURING TIMES OF DROUGHT, WATER SHALL BE APPLIED AT A RATE NOT CAUSING RUNOFF AND
CHIPS. EROSION. THE SOIL SHALL BE THOROUGHLY WETTED TO A DEPTH THAT WILL INSURE GERMINATION
3. POLYETHYLENE FILM SHALL BE ANCHOR TRENCHED AT THE TOP AS WELL AS OF THE SEED. SUBSEQUENT APPLICATIONS SHOULD BE MADE WHEN NEEDED.
INCREMENTALLY AS NECESSARY.
MONTH TEMPORARY SEED RATE (PER AC.) MONTH TEMPORARY SEED RATE (PER AC.)
DISTURBED AREA STABILIZATION
Ds1 JANUARY ANNUAL RYEGRASS 40 LB. SUDANGRASS 60 LB.
(WITH MULCHING ONLY) JULY PEARL MILLET 50 LB.
FEBRUARY ANNUAL RYEGRASS 40 LB.
SUDANGRASS 60 LB.
MARCH ANNUAL RYEGRASS 40 LB. AUGUST ANNUAL RYE GRASS 40 LB.
PEARL MILLET 50 LB.
SUDANGRASS 60 LB.
APRIL PEARL MILLET 50 LB. SEPTEMBER ANNUAL RYEGRASS 40 LB.
SUDANGRASS 60 LB. OCTOBER ANNUAL RYEGRASS 40 LB.
MAY
PEARL MILLET 50 LB.
NOVEMBER ANNUAL RYEGRASS 40 LB.
SUDANGRASS 60 LB.
JUNE
PEARL MILLET 50 LB. DECEMBER ANNUAL RYEGRASS 40 LB.
DISTURBED AREA STABILIZATION
Ds2
(WITH TEMPORARY SEEDING)
060.41.3.26
MTP
MWT
MTP
JULY 2026
SITE DETAILS 2
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