PE25195_PlanSet(082526).pdf

36 COURTLAND STREET, SUITE B

STATESBORO, GEORGIA 30458

PHONE: 912-764-7722

VICINITY MAP

PROJECT #: PE25195

CONSTRUCTION PLANS

FOR

METTS ROAD DRAINAGE

REPAIRS

BULLOCH COUNTY, GEORGIA

prepared for:

BULLOCH COUNTY COMMISSIONERS

AUGUST 2026

INDEX OF DRAWINGS

SHEET No. TITLE

COVER PAGE1

EXISTING CONDITIONS2

4-10

PROPOSED PLAN

CONSTRUCTION DETAILS

TWO CHOP RD

MIDDLE GROUND 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

CRYSTAL DAWSON ASST. COUNTY MANAGER

RON NELSON COUNTY ENGINEER

SITE

SR 67

ELECTRICITY: EXCELSIOR EMC

TELEPHONE: BULLOCH TELEPHONE

UTILITY OWNERS

BULLOCH

COUNTY

METTS RD

BENCHMARK

PK NAIL SET IN EOP

N: 933859.42 E: 758046.02

ELEV = 153.53

FLOW

DIRECT

ION

FLOW

DIRECT

ION

EXCAVATE UNSUITABLE SOIL

FOR CULVERT, APRON, AND

WINGWALL CONSTRUCTION

REMOVE (4)

60" RCP

SAWCUT AND REMOVE

EXISTING ASPHALT

END STA: 1+50

DEMO ROADWAY FOR

CONSTRUCTION

PURPOSES

20'

DEMO ROADWAY FOR

CONSTRUCTION PURPOSES

(91-LF OF ROADWAY)

SAWCUT AND REMOVE

EXISTING ASPHALT

BEGIN STA: 0+59

40'

TEMPORARY

CONSTRUCTION

EASEMENT

5930.72 SF / 0.14 AC

TEMPORARY

CONSTRUCTION

EASEMENT

6040.66 SF / 0.14 AC

50'

120'

PERMANENT MAINTENANCE

ACCESS ACQUISITION

1543.35 SF / 0.035 AC

PERMANENT MAINTENANCE

ACCESS ACQUISITION

(10' OFFSET FROM PROPOSED

CULVERT STRUCTURES)

2172.99 AC / 0.05 AC

120'

50'

15'

101'

59'

95'

28'

NOTES:

BEGIN CENERLINE

ROAD STATIONING

STA: 0+00

REPLACE EXISTING

RUMBLE STRIP

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GSWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER

_________________________________________0000033463

EXPIRES

07/20/2028

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

EXPIRESLEVEL II

No. 025845

GEORGE W ESLEY PARKE

R

*G

EO

RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

AutoCAD SHX Text

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AutoCAD SHX Text

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N/F JACK KEVIN SPENCE

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P.B. 64 PG. 574A

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TM DEVELOPMENT LLC

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P.B. 64 PG. 647

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MARY LEE TILLMAN ET. AL.

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D.B. 102 PG. 415

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ERIN KELLY SPENCE ET. AL.

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P.B. 64 PG. 663

AutoCAD SHX Text S 08°09'53"W

AutoCAD SHX Text 272.08'

AutoCAD SHX Text S 09°18'10"W

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TO CONTROL #2

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TO CONTROL #3

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TEMPORARY GRAVEL REPAIR

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60" RCP

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60" RCP

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60" RCP

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60" RCP

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EOP

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EOP

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IE = 142.0

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IE = 142.0

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IE = 142.6

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IE = 142.9

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IE = 142.8

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IE = 142.4

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IE = 142.7

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IE = 142.9

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EOP

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EOP

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METTS ROAD - 60' R/W

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(ASPHALT SURFACE)

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EX. SHOULDER

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EX. SHOULDER

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EX. SHOULDER

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EX. SHOULDER

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OVERHEAD POWER

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UNDERGROUND TELE

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UNDERGROUND TELE

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TEMPORARY GRAVEL REPAIR

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CONTROL POINT CHART

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AutoCAD SHX Text 934010.35

AutoCAD SHX Text 758091.57

AutoCAD SHX Text 149.91

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CP CRBS NET

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AutoCAD SHX Text 934424.17

AutoCAD SHX Text 758159.35

AutoCAD SHX Text 152.86

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CP CRBS NET

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AutoCAD SHX Text 933741.04

AutoCAD SHX Text 758052.93

AutoCAD SHX Text 158.28

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CP CRBS

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CONTROL PT #1

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ASW

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

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PLAT DATE: SEPTEMBER 15, 2025

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OF: METTS ROAD CULVERT IMPROVEMENTS

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SURVEYED: SEPTEMBER 15, 2025

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LOCATION: 1575TH. G.M.D. BULLOCH CO., GA.

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JAMES M. ANDERSON & ASSOCIATES

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PARTIAL TOPOGRAPHIC SURVEY BY:

BENCHMARK

PK NAIL SET IN EOP

N: 933859.42 E: 758046.02

ELEV = 153.53

FLOW

DIRECT

ION

FLOW

DIRECT

ION

SAWCUT

LOCATION

STA: 0+59

SAWCUT

LOCATION

STA: 1+50

19'

40'

REBUILD ROADWAY

20'

REBUILD

ROADWAY

50-LF 10'x4' TRIPLE

BOX CULVERT

S=0.5%

30"Ht

30-LF

Ds1 Ds2 Ds3 Du

Sd1-S

46-SY

TYPE-3 RIP RAP

W/ FILTER FABRIC

30"Ht

30-LF

Sd1-S

EROSION CONTROL BLANKETS ON

ALL DISTURBED EARTH SLOPES.

NORTH AMERICAN GREEN

ROLL MAX MODEL S75

3:1 SLOPES, TYP.

EROSION CONTROL BLANKETS ON

ALL DISTURBED EARTH SLOPES.

NORTH AMERICAN GREEN

ROLL MAX MODEL S75

30"Ht

30-LF

Sd1-S

3:1 SLOPES, TYP.

Tc

84-SY

TYPE-3 RIP RAP

W/ FILTER FABRIC

MAINTAIN 5' SHOULDER

@ 6% SLOPE ON EACH

SIDE OF ROADWAY

REPAIR

30"Ht

30-LF

Sd1-S

Ds1 Ds2 Ds3 Du

23'

27' 151.74

150.60

150.24

149.57149.77150.91

CONCRETE HEADWALL

WITH PARAPET

TOP OF PARAPET = 147.17

IE IN = 140.59

CONCRETE HEADWALL

WITH PARAPET

TOP OF PARAPET = 146.92

IE OUT = 140.34

150.40

SEE GDOT STD DETAILS

(SHEETS 5-10) FOR CONCRETE

APRON, HEADWALL,AND

WINGWALL DESIGN

143142

142143

SEE GDOT STD DETAILS

(SHEETS 5-10) FOR CONCRETE

APRON, HEADWALL,AND

WINGWALL DESIGN

5'

10'

5'

10'

5'

149.47

150.30

22' 22'

5'

BEGIN CENERLINE

ROAD STATIONING

STA: 0+00

DOUBLE YELLOW

STRIPING ALONG

CENTERLINE (91-LF)

WHITE EDGE LINE STRIPING

(91-LF) MATCH DISTANCE

FROM CENTERLINE TO

EXISTING WHITE EDGE STRIPE

WHITE EDGE LINE STRIPING

(91-LF) MATCH DISTANCE

FROM CENTERLINE TO

EXISTING WHITE EDGE STRIPE

REPLACE RUMBLE STRIP

AT EXISTING LOCATION

AND CONSTRUCT TO

GDOT SPECIFICATIONS

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GSWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER

_________________________________________0000033463

EXPIRESLEVEL II

No. 025845

GEORGE W ESLEY PARKE

R

*G

EO

RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

PROPOSED PLAN

C ou rtl an d

St re et , S ui te

B St at es bo ro

, G eo rg ia

Ph on e:

-7

-7

GSWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER

_________________________________________0000033463

EXPIRES

07/20/2028

LEVEL II

No. 025845

GEORGE W ESLEY PARKE

R

*G

EO

RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

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NOTES:

1. THE HEADWALLS SHALL BE PARALLEL TO THE

EDGE OF PAVEMENT.

2. ALL ROAD SIGNS REMOVED DURING

CONSTRUCTION TO BE REPLACED AT THE END OF

CONSTRUCTION TO THE ORIGINAL LOCATION.

3. CONTRACTOR SHALL COORDINATE WITH

BULLOCH TELEPHONE REGARDING

UNDERGROUND UTILITIES.

OM3-R

(12" X 36")

OM3-L

(12" X 36")

SIGNS TO BE LOCATED AS SHOW ON PLANS AT

A DISTANCE OF 10' BEFORE AND AFTER BOX

CULVERTS AND 5' FROM EDGE OF PAVEMENT

AutoCAD SHX Text

N/F JACK KEVIN SPENCE

AutoCAD SHX Text

P.B. 64 PG. 574A

AutoCAD SHX Text

TM DEVELOPMENT LLC

AutoCAD SHX Text

P.B. 64 PG. 647

AutoCAD SHX Text

MARY LEE TILLMAN ET. AL.

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D.B. 102 PG. 415

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ERIN KELLY SPENCE ET. AL.

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P.B. 64 PG. 663

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RUN

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EOP

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EOP

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EOP

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EOP

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METTS ROAD - 60' R/W

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(ASPHALT SURFACE)

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EX. SHOULDER

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EX. SHOULDER

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EX. SHOULDER

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EX. SHOULDER

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MAGNETIC

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( IN FEET )

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PP

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OVERHEAD POWER

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UNDERGROUND TELE

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UNDERGROUND TELE

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ASW

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JHR

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PE25195

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3:1 MAX

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5' SHOULDER

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RECONSTRUCTED ROADWAY

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SLOPE FROM SHOULDER TO TOP OF HEADWALL AT MAX SLOPE OF 3:1

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GRADE TO TOP OF HEADWALL

AutoCAD SHX Text CONCRETE HEADWALL WITH WINGWALLS AND APRON CONSTRUCTED PER GDOT STANDARDS AND DETAILS

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5' SHOULDER

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SLOPE FROM SHOULDER TO TOP OF HEADWALL AT MAX SLOPE OF 3:1

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GRADE TO TOP OF HEADWALL

AutoCAD SHX Text CONCRETE HEADWALL WITH WINGWALLS AND APRON CONSTRUCTED PER GDOT STANDARDS AND DETAILS

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PROPOSED THREE BARREL 50 LF 10' X 4' BOX CULVERT

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12" #57 STONE BELOW CULVERT AND APRONS

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CLEAN BACKFILL SAND WITH 15% FINES OR LESS

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%%UCULVERT REPLACEMENT CROSS SECTION

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NOT TO SCALE

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3:1 MAX

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 ENGINEER.

· BULLOCH COUNTY WILL CLOSE & DETOUR METTS ROAD DURING CONSTRUCTION. BULLOCH

COUNTY WILL MAINTAIN THE METTS ROAD CLOSURE AND DETOUR DURING 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.3

Ds3

Ds2

CODE DESCRIPTIONPRACTICE

Du

VEGETATIVE PLAN FOR DISTURBED AREAS

Ds1SILT FENCE - TYPE SENSITIVE

SIDE VIEW

FRONT VIEW

Sd1- S

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GSWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER

_________________________________________0000033463

EXPIRES

07/20/2028

LEVEL II

No. 025845

GEORGE WESLEY PARKE

R

*G

EO

RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

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AutoCAD SHX Text N.T.S.

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)

AutoCAD SHX Text

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.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

ASW

AutoCAD SHX Text

JHR

AutoCAD SHX Text

PE25195

AutoCAD SHX Text

GWP

AutoCAD SHX Text Revision

AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text Sheet

AutoCAD SHX Text Drawn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Sheet Title:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Project No.

AutoCAD SHX Text Checked by:

AutoCAD SHX Text

EX. SUBGRADE

AutoCAD SHX Text

8" GAB

AutoCAD SHX Text

OF 12.5 MM MIX ASPHALT

AutoCAD SHX Text

%%UPAVEMENT REPAIR

AutoCAD SHX Text

NTS

2 LIFTS OF 220 LB/SY

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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

EO

RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

CONSTRUCTION

DETAILS

AutoCAD SHX Text

ASW

AutoCAD SHX Text

JHR

AutoCAD SHX Text

PE25195

AutoCAD SHX Text

GWP

AutoCAD SHX Text Revision

AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text Sheet

AutoCAD SHX Text Drawn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Sheet Title:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Project No.

AutoCAD SHX Text Checked by:

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text #4

AutoCAD SHX Text 14"

AutoCAD SHX Text #4@ 6"

AutoCAD SHX Text #4@ 12"

AutoCAD SHX Text #4@ 6"

AutoCAD SHX Text

BARS C #4@ 6"

AutoCAD SHX Text #4@ 6"

AutoCAD SHX Text #4

AutoCAD SHX Text #5@ 12"

AutoCAD SHX Text #4@ 6"

AutoCAD SHX Text #4

AutoCAD SHX Text 14"

AutoCAD SHX Text #4

AutoCAD SHX Text 15"

AutoCAD SHX Text

BAR D #4@ 6"

AutoCAD SHX Text #4@ 6"

AutoCAD SHX Text N/A

AutoCAD SHX Text #4@ 6"

AutoCAD SHX Text #4

AutoCAD SHX Text #4@ 6"

AutoCAD SHX Text #4@ 6"

AutoCAD SHX Text #5@ 12"

AutoCAD SHX Text #4@ 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text

BARS C #4@ 6"

AutoCAD SHX Text #4

AutoCAD SHX Text #4@ 6"

AutoCAD SHX Text #4@ 6"

BAR H = 24 BARS BAR G = 96 BARS IN TWO SLABS

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S

GSWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER

_________________________________________0000033463

EXPIRES

07/03/2025

LEVEL II

No. 025845

GEORGE WESLEY PARKE

R

*G

EO

RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

CONSTRUCTION

DETAILS

AutoCAD SHX Text

ASW

AutoCAD SHX Text

JHR

AutoCAD SHX Text

PE25195

AutoCAD SHX Text

GWP

AutoCAD SHX Text Revision

AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text Sheet

AutoCAD SHX Text Drawn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Sheet Title:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Project No.

AutoCAD SHX Text Checked by:

N.T.S.

ou rtl an d

St re et , S ui te

B St at es bo ro

, G eo rg ia

Ph on e:

-7

-7

B

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pr ep ar ed fo r:

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IN

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G E

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EP

A

IR

S

GSWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER

_________________________________________0000033463

EXPIRES

07/03/2025

LEVEL II

No. 025845

GEORGE WESLEY PARKE

R

*G

EO

RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

CONSTRUCTION

DETAILS

AutoCAD SHX Text

ASW

AutoCAD SHX Text

JHR

AutoCAD SHX Text

PE25195

AutoCAD SHX Text

GWP

AutoCAD SHX Text Revision

AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text Sheet

AutoCAD SHX Text Drawn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Sheet Title:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Project No.

AutoCAD SHX Text Checked by:

ou rtl an d

St re et , S ui te

B St at es bo ro

, G eo rg ia

Ph on e:

-7

-7

B

U

LL

O C

H C

O U

N

TY

, G

EO

R G

IA

pr ep ar ed fo r:

B

U

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O C

H C

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C O

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IS

SI

O N

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S

M

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TS

R

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D D

R A

IN

A

G E

R

EP

A

IR

S

GSWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER

_________________________________________0000033463

EXPIRES

07/03/2025

LEVEL II

No. 025845

GEORGE WESLEY PARKE

R

*G

EO

RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

CONSTRUCTION

DETAILS

AutoCAD SHX Text

ASW

AutoCAD SHX Text

JHR

AutoCAD SHX Text

PE25195

AutoCAD SHX Text

GWP

AutoCAD SHX Text Revision

AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text Sheet

AutoCAD SHX Text Drawn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Sheet Title:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Project No.

AutoCAD SHX Text Checked by:

ou rtl an d

St re et , S ui te

B St at es bo ro

, G eo rg ia

Ph on e:

-7

-7

B

U

LL

O C

H C

O U

N

TY

, G

EO

R G

IA

pr ep ar ed fo r:

B

U

LL

O C

H C

O U

N

TY

C O

M M

IS

SI

O N

ER

S

M

ET

TS

R

O A

D D

R A

IN

A

G E

R

EP

A

IR

S

GSWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER

_________________________________________0000033463

EXPIRES

07/03/2025

LEVEL II

No. 025845

GEORGE WESLEY PARKE

R

*G

EO

RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

CONSTRUCTION

DETAILS

AutoCAD SHX Text

ASW

AutoCAD SHX Text

JHR

AutoCAD SHX Text

PE25195

AutoCAD SHX Text

GWP

AutoCAD SHX Text Revision

AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text Sheet

AutoCAD SHX Text Drawn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Sheet Title:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Project No.

AutoCAD SHX Text Checked by:

ou rtl an d

St re et , S ui te

B St at es bo ro

, G eo rg ia

Ph on e:

-7

-7

B

U

LL

O C

H C

O U

N

TY

, G

EO

R G

IA

pr ep ar ed fo r:

B

U

LL

O C

H C

O U

N

TY

C O

M M

IS

SI

O N

ER

S

M

ET

TS

R

O A

D D

R A

IN

A

G E

R

EP

A

IR

S

GSWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER

_________________________________________0000033463

EXPIRES

07/03/2025

LEVEL II

No. 025845

GEORGE WESLEY PARKE

R

*G

EO

RGIA

*REGISTERED

ENGINEER

PROFESSIONAL

CONSTRUCTION

DETAILS

AutoCAD SHX Text

ASW

AutoCAD SHX Text

JHR

AutoCAD SHX Text

PE25195

AutoCAD SHX Text

GWP

AutoCAD SHX Text Revision

AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text Sheet

AutoCAD SHX Text Drawn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Sheet Title:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Project No.

AutoCAD SHX Text Checked by: