PE25187_PlanSet(021626).pdf

36 COURTLAND STREET, SUITE B

STATESBORO, GEORGIA 30458

PHONE: 912-764-7722

VICINITY MAP

PROJECT #: PE25187

SITE

CONSTRUCTION PLANS

FOR

PLEASANT HILL ROAD

DRAINAGE IMPROVEMENTS

BULLOCH COUNTY, GEORGIA

prepared for:

BULLOCH COUNTY COMMISSIONERS

FEBRUARY 2026

INDEX OF DRAWINGS

SHEET No. TITLE

COVER PAGE1

EXISTING CONDITIONS2

4-6

PROPOSED PLAN

CONSTRUCTION DETAILS

PLEASANT HILL RD

US 80

ELECTRICITY: EXCELSIOR EMC

UTILITY OWNERS

PORTAL

BULLOCH

COUNTY

MOORE RD

OLD MOORE RD

BULLOCH COUNTY OFFICIALS

DAVID BENNETT COMMISSIONER (CHAIRMAN)

RAY MOSLEY COMMISSIONER (DISTRICT 1-A)

ANTHONY SIMMONS COMMISSIONER (DISTRICT 1-B)

RAY DAVIS COMMISSIONER (DISTRICT 2-A)

TOBY CONNER COMMISSIONER (DISTRICT 2-B)

NICK NEWKIRK COMMISSIONER (DISTRICT 2-C)

TIMMY RUSHING COMMISSIONER (DISTRICT 2-D)

CHRIS ELDRIDGE COUNTY MANAGER

RON NELSON COUNTY ENGINEER

BENCHMARK

"X" CHISLED IN CORNER

N: 937063.45 E: 718147.52

ELEV = 230.34

CONTROL PNT #3

CP CRBS R FLY

N: 937054.82 E: 718193.26

ELEV = 231.37

FLOW

DIRECTION

FLOW

DIRECTION

EXCAVATE AND CLEAN OUT

CREEK BED FOR CULVERT

AND WINGWALL INSPECTION

AND WINGWALL APRON

CONSTRUCTION

CONSTRUCTION LIMITS

25'

130'

TEMPORARY

CONSTRUCTION

EASEMENT

TEMPORARY

CONSTRUCTION

EASEMENT

25'

130'

REMOVE EXISTING

WING WALL

NOTE: FILL ANY VOIDS FOUND

UNDERNEATH THE BOX

CULVERT WITH CONCRETE

REMOVE RIP-RAP AS REQ'D

FOR HEADWALL AND

WINGWALL CONSTRUCTION

ASSUMED UNDERMINING

5' DEEP X 10' LONG X 42' WIDE

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GSWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER

_________________________________________0000033463

EXPIRES

07/03/2025

LEVEL II

No. 025845

GEORGE W ESLEY PARKE

R

*G

EO

RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

EXISTING AND

DEMOLITION PLAN

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GSWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER

_________________________________________0000033463

EXPIRES

07/03/2025

LEVEL II

No. 025845

GEORGE W ESLEY PARKE

R

*G

EO

RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

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LOTTS

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CREEK

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EOP

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PLEASANT HILL ROAD - 100' R/W

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(ASPHALT SURFACE)

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EOP

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EOP

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EOP

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PP

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OVERHEAD POWER

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CONCRETE BOX CULVERT (4) 9'X9' OPENINGS

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GRAPHIC SCALE

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MAGNETIC

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BOX IE = 219.1

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BOX IE = 219.1

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10" WIDE WINGWALL AND HEADWALL

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RIP-RAP

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N/F T TRIPLE R FARMS

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N/F T TRIPLE R FARMS

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N/F OLEANDER MANAGEMENT LLC

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BY: JAMES M. ANDERSON-GA. R.L.S. 2113

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PLAT DATE: SEPTEMBER 24, 2025

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OF: PLEASANT HILL ROAD - LOTTS CREEK CULVERT IMPROVEMENTS

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SURVEYED: SEPTEMBER 15, 2025

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LOCATION: 1716TH. G.M.D. BULLOCH CO., GA.

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JAMES M. ANDERSON & ASSOCIATES

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PARTIAL TOPOGRAPHIC SURVEY BY:

BENCHMARK

"X" CHISLED IN CORNER

N: 937063.45 E: 718147.52

ELEV = 230.34

CONTROL PNT #3

CP CRBS R FLY

N: 937054.82 E: 718193.26

ELEV = 231.37

FLOW

DIRECTION

FLOW

DIRECTION

CONSTRUCTION LIMITS

25'

130'

TEMPORARY

CONSTRUCTION

EASEMENT

TEMPORARY

CONSTRUCTION

EASEMENT

25'

130'

Ds1 Ds2Ds3

Du

Ds1 Ds2Ds3

Du

EROSION CONTROL BLANKETS ON ALL

DISTURBED EARTH SLOPES, NORTH AMERICAN

GREEN ROLL MAX MODEL S75

191-SY

TYPE-3 RIP RAP

18" THICK

W/ FILTER FABRIC

SEE SHEET 5-6. GDOT

WINGWALL AND APRON

CONSTUCTION

STANDARDS AND DETAILS

Sd1-S 30"Ht

40-LF

Sd1-S 30"Ht

40-LF

Tc

PARAPET TOP = 230.85

BOX CULVERT IE = 219.10

10'

16'

220 22

2 22

FILL VOIDS BELOW BOX

CULVERT WITH PUMPED

CONCRETE USING #89

STONE AS COARSE

AGGREGATE

(SEE NOTE THIS PAGE)

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GSWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER

_________________________________________0000033463

EXPIRES

07/03/2025

LEVEL II

No. 025845

GEORGE W ESLEY PARKE

R

*G

EO

RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

PROPOSED PLAN

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GSWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER

_________________________________________0000033463

EXPIRES

07/03/2025

LEVEL II

No. 025845

GEORGE W ESLEY PARKE

R

*G

EO

RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

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NOTES:

1. ALL ROAD SIGNS REMOVED DURING CONSTRUCTION TO

BE REPLACED AT THE END OF CONSTRUCTION TO THE

ORIGINAL LOCATION.

2. THE EXTENT OF UNDERMINING COULD NOT BE

DETERMINED DUE TO STANDING WATER. THE VOID WAS

ESTIMATED TO BE 5' DEEP BY 10' LONG BY 42' WIDE.

CONTRACTOR MUST DETERMINE THE EXTENT OF VOIDS BY

CORING THE BOTTOM OF THE BOX CULVERT UNTIL VOIDS

ARE NO LONGER SEEN.

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LOTTS

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CREEK

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EOP

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PLEASANT HILL ROAD - 100' R/W

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(ASPHALT SURFACE)

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EOP

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EOP

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EOP

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PP

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OVERHEAD POWER

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( IN FEET )

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GRAPHIC SCALE

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MAGNETIC

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N/F T TRIPLE R FARMS

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N/F T TRIPLE R FARMS

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N/F OLEANDER MANAGEMENT LLC

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CONSTRUCTION

DETAILS

· ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM.

· ALL ITEMS WHICH ARE REMOVED AND ARE NOT TO BE REUSED SHALL BE MOVED TO A PROPER

LOCATION TO ASSURE NO UNSIGHTLY DEBRIS ALONG THE PROJECT DURING CONSTRUCTION.

· THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND FURNISHING THE BORROW

MATERIAL NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT.

· ALL CUT AND FILL SLOPES SHALL BE GRASSED AS DIRECTED BY THE ENGINEER IMMEDIATELY FOLLOWING THE FINAL GRADING OPERATIONS. SHOULD CONDITIONS BE PRESENT WHICH DO NOT

PERMIT GRASSING, THEN STRAW MULCH STABILIZATION SHALL BE USED AT DIRECTION OF

ENGINEER.

· EXCAVATED UNSUITABLE MATERIAL MAY BE USED TO FLUSH AND FLATTEN SIDE SLOPES AT THE

DIRECTION OF THE GDOT ENGINEER.

· ALL TRAFFIC CONTROL WILL NEED TO BE APPROVED BY THEAND PROJECT ENGINEER IN ADVANCE

OF ANY CONSTRUCTION.

· WHEN NOT IN USE, TEMPORARY SIGNS SHALL BE REMOVED, COVERED, OR LOCATED A MINIMUM

OF 32' FROM THE PAVEMENT EDGE AND PLACED SO THAT THE MESSAGE IS NOT VISIBLE TO

MOTORISTS.

· ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON THE HIGHWAY PLANS AND ARE NOT NECESSARILY ACCURATE AS TO PLAN OR ELEVATION. UTILITY FACILITIES SUCH AS SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON PLANS WILL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY UNDER THIS REQUIREMENT EXCEPT AS NOTED BELOW. "EXISTING UTILITY FACILITIES" MEANS ANY UTILITY THAT EXISTS ON THE HIGHWAY PROJECT IN ITS ORIGINAL, RELOCATED OR NEWLY INSTALLED POSITION. THE CONTRACTOR WILL NOT BE RESPONSIBLE FOR

THE COST OF REPAIRS TO DAMAGED UTILITY FACILITIES OTHER THAN SERVICE LINES FROM

STREET MAINS TO ABUTTING PROPERTY WHEN SUCH FACILITIES ARE NOT SHOWN ON THE

HIGHWAY PLANS AND THEIR EXISTENCE IS UNKNOWN TO THE CONTRACTOR PRIOR TO THE

DAMAGES OCCURRING PROVIDING THE ENGINEER DETERMINES THE CONTRACTOR HAS

OTHERWISE FULLY COMPLIED WITH THE SPECIFICATIONS.

· ALL UTILITIES WHICH ARE IN CONFLICT WITH THE CONSTRUCTION ACTIVITIES ARE TO BE

RELOCATED BY THE RESPECTIVE UTILITY OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR COORDINATING THESE ACTIVITIES WITH HIS OWN WORK AND WILL NOT BE PAID FOR ANY

DELAYS OR EXTRA EXPENSE RESULTING FROM THE FAILURE OF THE UTILITY OWNERS TO CLEAR

CONFLICTS IN ADVANCE OF CONSTRUCTION.

· THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UTILITY

FACILITIES ON THE PROJECT. BULLOCH COUNTY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE TO

THESE FACILITIES.

· THE CONTRACTOR SHALL CALL THE STATEWIDE "CALL BEFORE YOU DIG" NUMBER (811) PRIOR TO

BEGINNING ANY EXCAVATION ON THE PROJECT.

· CONTRACTOR SHALL BE RESPONSIBLE FOR STREAM BYPASS.

Ds3

Ds2

CODE DESCRIPTIONPRACTICE

Du

VEGETATIVE PLAN FOR DISTURBED AREAS

Ds1SILT FENCE - TYPE SENSITIVE

SIDE VIEW

FRONT VIEW

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GSWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER

_________________________________________0000033463

EXPIRES

07/03/2025

LEVEL II

No. 025845

GEORGE WESLEY PARKE

R

*G

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RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

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ONLY REQ'D IF ANY EXISTING PAVEMENT

IS DAMAGED DURING CONSTRUCTION

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AutoCAD SHX Text ESTABLISHING PERMANENT VEGETATIVE COVER SUCH AS GRASS, TREES, SHRUBS, ETC. ON DISTURBED GROUND

AutoCAD SHX Text ESTABLISHING A TEMPORARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS ON DISTURBED AREAS. (INCLUDES MULCHING) HYDROSEEDING IS AN ALTERNATIVE

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PERMANENT

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VEGETATION

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VEGETATION

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TEMPORARY

AutoCAD SHX Text CONTROLLING SURFACE AND AIR MOVEMENT OF DUST ON CONSTRUCTION SITES, ROADS, AND DEMOLITION SITES

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DUST CONTROL

AutoCAD SHX Text All bare areas resulting from construction operations will established to perennial vegetation as soon as possible after final grading is complete. SEEDBED Prepare seedbed to a depth of at least 4 inches on all areas where a good seedbed is not present. Remove rocks, roots, or other objects that will interfere with vegetation establishment or maintenance operations. FERTILIZER Apply agricultural lime at the rate of 1 tons per acre. Apply 1000 lbs. 15-15-15 fertilizer per acre. Spread lime and fertilizer uniformly over all areas immediately before final land preparation and mix thoroughly with the soil. Apply topdressing of 100 lbs. per acre of ammonium nitrate (or equivalent) when plants are 2 to 4 inches tall. PLANTING All areas shall be seed with the following: SEPTEMBER-MARCH Rye (Temporary Grassing)/Bermuda Mixture (Permanent Grassing) Rye @ 1/2 bushel (3.9 lbs.) per 1000 sqft Unhulled Bermuda @ 0.22 lbs. per 1000 sqft MARCH-SEPTEMBER Browntop Millet (Temporary Grassing)/Bermuda Mixture (Permanent Grassing) Browntop Millet @ 10 lbs. per acre Hulled Bermuda @ 10 lbs. per acre MULCHING 2 Tons per acre of straw. Anchor mulch into ground. Mulch shall be approximately 1-2 inches thick. MAINTENANCE Apply 400 lbs. per acre or 10-10-10 fertilizer and topdress with 30 lbs. of ammonium nitrate per acre every year. Apply 1 ton of lime per 5 years. PROVIDE VEGETATION AND MULCHING TO ALL DISTURBED AREAS IMMEDIATELY AFTER GRADING. LAND CLEARING SHALL BE KEPT TO A MINIMUM AND SHALL BE ACCOMPLISHED IN A WAY TO MINIMIZE EROSION. SCHEDULE LAND DISTURBING ACTIVITIES WITH REGARD TO WEATHER FORECAST TO LIMIT EXPOSURE OF UNPROTECTED LAND FROM WIND, RAIN AND OTHER EROSIVE FORCES. GENERAL EROSION CONTROL NOTES THIS SITE IS NOT LOCATED WITHIN A FLOOD ZONE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT ALL STAGES OF CONSTRUCTION. CONSTRUCTION OR LAND CLEARING SHALL BEGIN WITH THE INSTALLATION OF EROSION CONTROL MEASURES. SEDIMENT CONTROL WILL BE ACHIEVED BY USE OF SILT FENCE AND CHECK DAMS. REMOVE ACCUMULATED SILT FROM SILT FENCE AND CHECK DAMS WHEN THEY REACH 1.5' IN DEPTH. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES DAILY AND AFTER ALL RAIN EVENTS. ANY DAMAGES SHOULD BE REPAIRED BY THE END OF THE DAY. SEDIMENT DISPOSAL SHALL BE ACCOMPLISHED BY SPREADING EVENLY OVER THE SITE. SEDIMENT FENCES SHALL REMAIN UNTIL THE AREA IS STABILIZED. EROSION CONTROL MEASURES IN THE PLAN ARE THE MINIMUM REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL CONTROL MEASURES AS DETERMINED BY ACTUAL FIELD CONDITIONS. ALL RIP-RAP SHALL BE INSTALLED FLUSH WITH CHANNEL BANKS AND BOTTOM. SPILL CONTINGENCY PLAN A. CONTAIN THE SPILL B. STOP THE SOURCE C. CLEANUP PROCEDURES SHALL BE CLEARLY POSTED D. CLEANUP MATERIALS SHALL BE READILY AVAILABLE NOTES REGARDING CRITICAL WORK ZONE AT THE END OF EACH WORK DAY ALL SLOPES 2:1 OR STEEPER AND HIGHER THAN 5 FEET SHALL RECEIVE SURFACE ROUGHENING, POLYMERS, AND EROSION CONTROL MATTING, ADDITIONALLY, ALL FILL SLOPES SHALL RECEIVE A DIVERSION DIKE AND TEMPORARY DOWN DRAINS ALONG THE TOP OF THE SLOPE PREVENTING DRAINAGE SPILLING OVER THE EDGE AND DOWN THE FACE OF THE SLOPE. THE TEMPORARY DOWN DRAINS SHALL BE CONSTRUCTED WITH PERFORATED STAND PIPES AT THE TOP OF THE SLOPE AND RECONSTRUCTED EACH DAY AS THE SLOPE INCREASES IN HEIGHT.

AutoCAD SHX Text ESTABLISHING TEMPORARY PROTECTION FOR DISTURBED AREAS WHERE SEEDLINGS MAY NOT HAVE A SUITABLE GROWING SEASON TO PRODUCE AN EROSION RETARDING COVER.

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STABILIZATION

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MULCH

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FABRIC (WOVEN WIRE FENCE BACKING)

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TRENCH

AutoCAD SHX Text NOTES: : 1. USE STEEL OR WOOD POSTS. USE STEEL OR WOOD POSTS. 2. HEIGHT (*) IS SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION PLAN.HEIGHT (*) IS SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION PLAN.

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EX. SUBGRADE

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8" GAB

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OF 12.5 MM MIX ASPHALT

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%%UPAVEMENT REPAIR

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NTS

2 LIFTS OF 220 LB/SY

DETAILS

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GSWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER

_________________________________________0000033463

EXPIRES

07/03/2025

LEVEL II

No. 025845

GEORGE WESLEY PARKE

R

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RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

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LAP MODIFIED T BAR WITH P BARS OF WINGWALL

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CULVERT WALL PLAN

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(MODIFIED)

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AutoCAD SHX Text DRILL 18" INTO CULVERT WALL AND FILL WITH Hilti 200-RV3 EPOXY

MODIFIED T BAR

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GSWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER

_________________________________________0000033463

EXPIRES

07/03/2025

LEVEL II

No. 025845

GEORGE WESLEY PARKE

R

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RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

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4' -0

4' -0

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