3-Pollard House - Revision 2 - 03.06.26.pdf

L101 L102 L103

LANDSCAPE PLAN

LANDSCAPE NOTES

LANDSCAPE NOTES

G101 GENERAL INFORMATION

IN101

IN102

IN103

IN104

INTERIOR TRIM DETAILS

WALL FINISH PLANS

FLOOR PATTERN PLANS

FURNITURE & EQUIPMENT PLAN

A001 A002 A003 A004 A005 A006 A100 A101 A102 A103 A201 A301 A302 A401 A402 A403 A501 A502 A601 A602 A701 A702 A703 A801 A802 A803 A804

LIFE SAFETY PLANS

BASEMENT/FOUNDATION DEMOLITION PLAN

FIRST FLOOR DEMOLITION PLAN

SECOND FLOOR DEMOLITION PLAN

DEMOLITION ELEVATIONS

DEMOLITION ELEVATIONS

FOUNDATION PLAN

FIRST FLOOR PLAN

SECOND FLOOR PLAN

ROOF PLAN

REFLECTED CEILING PLANS

EXTERIOR ELEVATIONS

EXTERIOR ELEVATIONS

SECTIONS

SECTIONS

SECTIONS

DETAILS

SITE DETAILS

WINDOW TYPES & DETAILS

DOOR TYPES & DETAILS

STAIR PLANS & SECTIONS

KITCHEN STAIR DETAILS

STAIR DETAILS

ENLARGED R.R. PLANS AND ELEVATIONS

INTERIOR ELEVATIONS - FIRST FLOOR

INTERIOR ELEVATIONS - FIRST FLOOR

INTERIOR ELEVATIONS - SECOND FLOOR

1 2 3 4 1 2 3 4

E100 LEGEND, NOTES & FIXTURE SCHEDULE

E101 ELECTRICAL SITE PLAN

P001 PLUMBING LEGEND AND SCHEDULES

M001 MECHANICAL DETAILS

THE POLLARD HOUSE

RENOVATION

1964 APPLING HARLEM ROAD APPLING GEORGIA 30802

DATE OF ISSUE: 05/21/2025

CIVIL ENGINEER

CIVIL DESIGN

SOLUTIONS

371 MAIN STREET

WARRENTON, GA 30828

T: (706) 465-0900

MECHANICAL

& PLUMBING ENGINEER

ING CONSULTING INC.

550 11TH STREET

AUGUSTA, GA 30901

T: (706) 774-1020

STRUCTURAL ENGINEER

J.E. STEWART

ENGINEERING

237 CHESTERFIELD ST. N,

AIKEN SC 29801

T: (803) 648-4605

DRAWING INDEX

MECHANICAL DRAWINGS

PLUMBING DRAWINGS

ELECTRICAL DRAWINGS

LANDSCAPE DRAWINGS

ELECTRICAL

ENGINEER

ELECTRICAL

DESIGN CONSULTANTS

1201 BROAD STREET STE 1A

AUGUSTA, GA 30901

T: (706) 724-3551

E200 LIGHTING & POWER PLAN - FOUNDATION

E201 LIGHTING PLAN - FIRST & SECOND FLOOR

E301 POWER PLAN - FIRST & SECOND FLOOR

E501 FIRE ALARM SYSTEM PLAN - FIRST AND

SECOND FLOOR

CIVIL DRAWINGS

1 COVER SHEET

M002 MECHANICAL SCHEDULES

M101 MECHANICAL CRAWLSPACE

M102 MECHANICAL FIRST FLOOR

M103 MECHANICAL SECOND FLOOR

FIRE PROTECTION DRAWINGS

FP101 FIRE SPRINKLER HAZARD ANAYLSIS

CRAWL SPACE

FP102 FIRE SPRINKLER HAZARD ANAYLSIS

FIRST & SECOND FLOOR

P002 PLUMBING DETAILS

P101 PLUMBING FOUNDATION

P102 PLUMBING FIRST FLOOR

P103 PLUMBING SECOND FLOOR

2 DEMOLITION PLAN

3 GRADING PLAN

4 UTILITY PLAN

5 GEOMETRIC & PAVING PLAN

6 INITIAL E,S & PC PLAN

7 INTERMEDIATE E,S & PC PLAN

8 FINAL E, S & PC PLAN

9 E, S & PC PLAN NOTES & DETAILS

10 E, S & PC PLAN NOTES & DETAILS

12 CONSTRUCTION DETAILS

11 E, S & PC PLAN NOTES & DETAILS

13 CONSTRUCTION DETAILS

14 GDOT ACCESS PLAN

BOARD OF COMMISSIONERS

DOUG DUNCAN

CHAIRMAN

CONNIE MELEAR

DISTRICT 1

JIM STEED

DISTRICT 2

MICHAEL W. CARRAWAY

DISTRICT 3

ALISON COUCH

DISTRICT 4

SCOTT JOHNSON

COUNTY MANAGER

MATT SCHLACHTER

DEP. COUNTY MANAGER

GLENN A. KENNEDY, II

DEP. COUNTY MANAGER

S100 SPECIFICATIONS

STRUCTURAL DRAWINGS

S201 FOUNDATION PLAN

S202 FIRST FLOOR FRAMING PLAN

S203 SECOND FLOOR FRAMING PLAN

S301 SECTIONS AND DETAILS

S302 SECTIONS AND DETAILS

E401 MECHANICAL POWER PLAN - FIRST &

SECOND FLOOR

E600 POWER RISER DIAGRAM

E700 ELECTRICAL DETAILS

CONSTRUCTION DOCUMENTS

COLUMBIA COUNTY POC:

JACOB MATHERLY,

SENIOR PROJECT MANAGER

OFFICE: 706.312.7131

CELL: 706.833.3016

jmatherly@columbiacountyga.gov

4/4/2025

A901 PAVILION PLAN & REFLECTED CEILING PLAN

A902 PAVILION ELEVATIONS & SECTION

L104 IRRIGATION LAYOUT

L105 IRRIGATION DETAILS

S401 PAVILION PLAN

E102 LIGHTING & POWER PLAN - PAVILION

E502 FIRE ALARM AND DATA/VOICE

NETWORKING PLAN -

FIRST AND SECOND FLOOR

P201 PLUMBING AND VENT ISOMETRIC

P202 DOMESTIC HOT AND COLD

WATER ISOMETRIC

ARCHITECTURAL DRAWINGS

AV100 SECURITY CAMERA LOCATIONS & NOTES

AUDIO VISUAL DRAWINGS

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DATE:

CHECKED BY:

DESIGNED BY:

ACAD FILE:

SHEET NO.

DRAWING NO:

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N.T.S.

VICINITY MAP

CONSTRUCTION SITE PLAN FOR:

THE POLLARD HOUSE

OWNER/DEVELOPER/PRIMARY PERMITTEE

COLUMBIA COUNTY BOARD OF COMMISSIONERS

EVANS, GA 30809

NOTE:

ALL TAXES OWED ON THIS PROPERTY HAVE

BEEN PAID IN FULL.

P.O. BOX 498

PHONE: (706) 868-3379

SITE

Contractor will be responsible for preparing a temporary traffic control plan (TTCP) showing proposed measures to manage traffic during construction activities, unless a TTCP is included elsewhere in this plan set.

The TTCP(s) shall conform to the Federal Highway Administration's Manual on Uniform Traffic Control Devices (MUTCD), current edition, the Georgia Department of Transportation's Specification 150 - Traffic Control, the Georgia Department of Transportation's Construction Standards and Details, and any other traffic control devices deemed appropriate or necessary by Columbia County Traffic Engineering.

Any lane closures or road closures must be approved by and coordinated with Columbia County Traffic Engineering.

Lane and road closures will require proper lane tapers and advance warnings per previously referenced guidelines.

Lane and road closures will require advance notification, of at least three business days, given to Columbia County Traffic Engineering in order to prepare press releases, Geocast broadcasts, and review TTCP(s).

Owner/Developer will be responsible for the installation of traffic control devices, to include signs and markings, per the Federeal Highway Administration's Manual on Uniform Traffic Control Devices, current edition, and Columbia County's Street ID, Regulatory, Warning Sign and Pavement Marking Policy, and any other traffic control devices deemed appropriate or necessary by Columbia County Traffic Engineering.

TRAFFIC CONTROL NOTES:

1.

2.

3.

4.

5.

6.

Soil erosion control measures must be in place prior to any land disturbing activity

TAX PARCEL 027A 012A; 1964 APPLING HARLEM ROAD

ZONED - R-1

GRADING PLAN

DEMOLITION PLAN

COVER SHEET

3).

4).

2).

1).

INDEX TO DRAWINGS

UTILITY PLAN

E,S&PC NOTES & DETAILS

8).

10).

E,S&PC NOTES & DETAILS11).

E,S&PC NOTES & DETAILS9).

FINAL E,S&PC PLAN

CONSTRUCTION DETAILS12).5). GEOMETRIC & PAVING PLAN

COLUMBIA COUNTY, GEORGIA

30.

31.

29.

28.

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1.

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GENERAL NOTES:

ALL SURVEY INFORMATION TAKEN FROM RECORDED PLAT BY H&C LAND SURVEYORS,

DATED AUGUST OF 2024. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION & PROTECTION OF EXIST. UTILITIES.

ALL DISTURBED AREAS TO BE REVEGETATED IMMEDIATELY FOLLOWING CONSTRUCTION IN ACCORDANCE

WITH THE GEORGIA MANUAL OF EROSION AND SEDIMENT CONTROL.

ALL EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION

COMMENCEMENT.

ANY NECESSARY TRAFFIC AND SIGNAGE CONTROL SHALL BE IN ACCORDANCE WITH THE TRAFFIC

CONTROL MANUAL GUCC, CURRENT EDITION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY PROPERTY CORNERS, RIGHT

OF WAY MONUMENTS, SIGNS OR OTHER STRUCTURES DISTURBED DURING CONSTRUCTION.

ALL EASEMENTS AND DISTURBED AREAS MUST BE GRASSED AND/OR RIP-RAPPED AS REQUIRED

TO CONTROL EROSION.

ALL CONSTRUCTION ON THIS PROJECT SHALL CONFORM TO COLUMBIA COUNTY, GEORGIA STANDARDS

AND SPECIFICATIONS.

ALL SILT BARRIERS MUST BE PLACED PRIOR TO CLEARING. NO GRADING SHALL BE DONE UNTIL SILT

BARRIERS INSTALLATION IS COMPLETED.

NOTIFY THE COUNTY ENGINEER'S OFFICE 48 HOURS PRIOR TO STARTING CONTRUCTION, POURING TRAP

TOPS, DUMPING BASE, OR PAVING.

THERE ARE NO KNOWN GRAVESITES, CEMETERIES OR BURIAL GROUNDS LOCATED ON THIS PROPERTY.

SHOULD ANY OTHER SUCH SITES BE DISCOVERED DURING CONSTRUCTION THE CONTRACTOR SHALL

CONTACT COLUMBIA COUNTY PLANNING & ZONING IMMEDIATELY.

APPROVAL BY COLUMBIA COUNTY IS FOR THE IMPROVEMENTS SHOWN IN THE SITE PLAN. ANY VARIATION FROM THE APPROVED SITE PLAN MUST BE APPROVED BY THE COUNTY ENGINEER & FACILITIES DESIGN & CONSTRUCTION.

THE CONTRACTOR SHALL BE REQUIRED TO HAVE ON SITE A COPY OF THE GEORGIA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS AND CONSTRUCTION STANDARD DETAILS, CURRENT

EDITION.

ALL CONCRETE STORM PIPE SHALL BE IN ACCORDANCE WITH GA D.O.T. CONSTRUCTION STANDARD 1030D AND SHALL HAVE A MINIMUM OF 18" COVER. ALL CPP SHALL HAVE A MIN. 24" COVER.

THE CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF ALL EXISTING PIPES & ROAD GRADE

ELEVATION OF EXISTING ROADS BEFORE BEGINNING CONSTRUCTION.

THE CONTRACTOR SHALL COORDINATE THE WORK OF THE UTILITY COMPANIES & SCHEDULE THE

INSTALLATION OF ANY CROSSINGS.

COMPACTION IN ALL FILL AREAS SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM

DENSITY.

SOURCE OF VERTICAL DATUM: NAVD 88; SOURCE OF HORIZONTAL DATUM: NAD 83

NO MARQUEE, ISLAND OR SPRINKLER SYSTEM MAY BE LOCATED WITHIN COUNTY R/W.

COLUMBIA COUNTY MAY REQUIRE ADDITIONAL RIP-RAP AT DISCHARGE POINTS AND STILLING

STRUCTURES.

COLUMBIA COUNTY MAY REQUIRE ADDITIONAL FRENCH DRAINS.

COLUMBIA COUNTY MAY REQUIRE ADDITIONAL SWALES ALONG REAR AND/OR SIDE LOT LINES

AFTER DEVELOPMENT BEGINS.

FULL WIDTH OF THE R/W MUST BE CLEARED & GRADED WITH A SLOPE OF 1/2 INCH PER FOOT.

ALL BOXES AND TRAPS HAVING A DEPTH GREATER THAN 4' MUST HAVE STEPS STAGGERED

VERTICALLY AND RING AND COVERS ALIGNED FOR READY ACCESS TO RUNGS.

CURRENT ZONING = R-1

PROPOSED LAND USE = EVENT SPACE

THERE ARE STATE WATERS AND KNOWN WETLANDS LOCATED ON THIS PARCEL.

TOTAL ACREAGE = 5.32 ACRES.

NO PART OF SIGNS LOCATED WITHIN 5' OF R/W. PRIOR TO ANY SIGN CONSTRUCTION, THE DEVELOPERS AND/OR CONTRACTOR MUST CONSULT WITH THE PLANNING DEPARTMENT PRIOR TO A PERMIT BEING

ISSUED.

ALL CONSTRUCTION IN R/W TO CONFORM TO COLUMBIA COUNTY STANDARDS AND SPECIFICATIONS.

SILT BARRIERS MUST BE IN PLACE PRIOR TO CLEARING, REGARDLESS OF PLAN REQUIREMENT OR LOT SIZE. NO GRADING MAY BE DONE UNTIL SILT BARRIER INSTALLATION IS COMPLETE. CONTRACTOR MUST CALL THE DESIGN ENGINEER FOR AN INSPECTION OF INITIAL PHASE BMP'S WITHIN 7 DAYS OF INITIAL

INSTALLATION.

NO CERTIFICATE OF OCCUPANCY WILL BE RELEASED UNTIL ALL SITE IMPROVEMENTS, AS APPROVED BY

THE COUNTY ENGINEER ARE COMPLETED.

THE CONTRACTOR WILL ADHERE TO THE WEIGHT LIMITS PRESCRIBED ON COUNTY MAINTAINED ROADS FOR HAULING EQUIPMENT AND/OR MATERIALS TO AND FROM THIS SITE. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO THE STREETS AND/OR UTILITIES DUE TO NON-COMPLIANCE

OF WEIGHT LIMIT REGULATIONS.

ALL UNDERGROUND STORAGE TANKS MUST BE PERMITTED BY THE STATE FIRE MARSHAL'S OFFICE AND

APPROVED FOR INSTALLATION.

DEVELOPERS AND/OR CONTRACTORS ARE RESPONSIBLE TO REMOVE OR CLEAN OUT ANY SILT, DIRT, MUD OR ANY OTHER TYPE OF DEBRIS THAT COMES OFF THEIR SITE AND FINDS ITS WAY INTO A

PRIVATE POND OR A COUNTY OWNED POND. THEY ARE RESPONSIBLE TO REMOVE ANY OF THE

ABOVE-MENTIONED ITEMS THAT COME OFF THEIR SITE ONTO PRIVATE OR COUNTY OWNED PROPERTIES

TO INCLUDE RIGHTS OF WAY.

ESTIMATED DISTURBED ACREAGE = 1.7 ACRES.

TAX MAP PARCEL 027A 012A.

PRIOR TO THE CERTIFICATE OF OCCUPANCY, THE PROPERTY ADDRESS MUST BE POSTED ON THE

STRUCTURE WITH A MINIMUM OF 4" LETTERS OR VISIBLE FROM THE STREET.

IN LIEU OF AN INFILTRATION TEST, THE CONTRACTOR MAY PERFORM A LOW-PRESSURE AIR TEST.

AFTER STABILIZING AT 4 PSI, THE TEST PRESSURE IS 3.5 PSI AND MAY NOT DROP OVER 1 PSI DURING THE TEST. MINIMUM TEST TIMES FOR VARIOUS PIPE SIZES SHALL BE IN ACCORDANCE WITH UNI BELL

UNI-B-6-90, AS AMENDED TO DATE.

PIPE MATERIAL WITHIN R/W:

WITHIN ROADWAY: O-RING GASKETED RCP

OUTSIDE ROADWAY: O-RING GASKETED RCP

TONGUE AND GROOVE RCP

HIGH DENSITY POLYETHYLENE PIPE

SMOOTH LINED POLYETHYLENE PIPE

DEVELOPER WILL BE RESPONSIBLE FOR THE INSTALLATION OF TRAFFIC CONTROL DEVICES, TO INCLUDE SIGNS AND MARKINGS PER THE FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", CURRENT EDITION, AND COLUMBIA COUNTY'S STREET ID, REGULATORY, WARNING

SIGN AND PAVEMENT MARKING POLICY, AND ANY OTHER TRAFFIC CONTROL DEVICES DEEMED

APPROPRIATE OR NECESSARY BY COLUMBIA COUNTY TRAFFIC ENGINEERING. ALL TRAFFIC CONTROL

ALL COMMON AREA TO BE DEEDED TO HOME OWNER'S ASSOCIATION.

A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOODPLAIN (ZONE A) ACCORDING TO THE

FEMA FLOOD INSURANCE RATE MAP 13073C 0115 E DATED 6/7/2019.

COLUMBIA COUNTY WILL NOT ACCEPT AREAS OF PASSIVE RECREATION.

SUBMITTED PRIOR TO DUMPING BASE. THE CONTRACTOR SHALL EMPLOY A SOILS TESTING FIRM TO PERFORM OF THE ADJOING ROADBED; WHICHEVER IS THE GREATER. CERTIFICATION OF BASE MATERIAL MUST BE PAVING MATERIAL ARE 6" GRADED AGGREGATE BASE AND 2" ASPHALT OR MUST MATCH THE DESIGN METHOD TO BE USED AND SPECIFIC DESIGN MUST BE APPROVED BY THE CITY ENGINEER. BASE AND

4. TYPE B ASPHALT BASE MATERIAL

3. AGGREGATE

2. PORTLAND CEMENT

1. LIME STABILIZATION

DOES NOT MEET CLASS 1A THEN ACCEPTABLE SUB-BASE STABILIZATION METHODS ARE:

CLASS 1A MATERIAL. HIGHER CLASSES OF SOIL MAY NOT BE USED FOR SUB-BASES. WHEN SUB-BASE COMPACT BASE MATERIAL TO 100% STANDARD PROCTOR. SUB-BASE MUST BE GDOT SPEC SEC 810 PROCTOR. BASE MATERIAL IS COMPACTED GRADED AGGREGATE CONFORMING TO GDOT SPEC SEC 815.

TOP 6" OF SUB-BASE MUST BE THOROUGHLY MIXED IN PLACE AND COMPACTED TO 100% STANDARD

WITHIN COUNTY R/W:

32.

33.

34.

35.

36.

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38.

39.

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44.

A SUFFICIENT NUMBER OF TESTS TO CERTIFY COMPACTION REQUIREMENTS HAVE BEEN MET. THESE TESTS SHALL

BE DONE AT THE CONTRACTOR'S EXPENSE AND A REPORT PROVIDED TO THE CITY ENGINEER.

DEVICES SHALL BE INSTALLED AFTER FINAL PLAT APPROVAL AND BEFORE PERMITS ARE ISSUED.

APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF ADHERING TO THE WEIGHT LIMITS PRESCRIBED ON COUNTY MAINTAINED ROADS FOR HAULING EQUIPMENT AND MATERIALS

45.

TO AND FROM THE SITE.

WATER AND SEWER SERVICE INCLUDING METER AND CLEANOUT BOXES SHALL BE LOCATED WITHIN 5 FEET

OF THE SIDE PROPERTY LINE, NOT UNDER THE DRIVEWAY OR IN THE SIDEWALK.

46.

CONTRACTOR SHALL COORDINATE WITH THE COLUMBIA COUNTY TO INSTALL A FIRE HYDRANT METER FOR RECORDING CONSTRUCTION WATER USAGE. CONTRACTOR SHALL PAY A DEPOSIT FOR INSTALLATION

47.

AND FOR WATER USAGE.

COMPACTION TESTS SHALL BE REQUIRED FOR ANY AND ALL FILL OVER 12" AND WILL BE COMPLETED BY

COLUMBIA COUNTY. ALL FILL MATERIAL MUST BE CLEAN AND APPROVED.

48.

RETAINING WALLS OR LANDSCAPE WALLS IN EXCESS OF 24" SHALL BE DESIGNED, STAMPED, AND SIGNED BY A LICENSED ENGINEER BY THE STATE OF GEORGIA AND SHALL BE SUBMITTED FOR REVIEW AND

49.

APPROVAL BY THE COLUMBIA COUNTY PRIOR TO CONSTRUCTION. ANY WALL CONSTRUCTED WITHOUT APPROVAL OF DESIGNED PLANS ON FILE SHALL BE REMOVED UNTIL PLANS ARE SUBMITTED, REVIEWED, AND APPROVAL IS RECEIVED.

BEFORE BACKFILLING, A 12-GAUGE COPPER UNDERGROUND LOCATING WIRE SHALL BE INSTALLED LONGITUDINALLY ALONG THE TOP OF ALL WATER LINES. ALL WATER LINES SHALL INCLUDE MAINS, FIRE

50.

HYDRANT LEADS AND SERVICE LINES, REGARDLESS OF PIPE MATERIAL. THE LOCATING WIRE SHALL BE TAPED SUFFICIENTLY TO THE PIPE SO THE SUBSEQUENT BACKFILL DOESN'T PULL THE WIRE FURTHER INTO THE TRENCH. USE NYLON TIES TO ATTACH LOCATING WIRE TO SERVICE LINES. WHERE SPLICING IS NECESSARY, IT SHALL BE STRIPPED BACK AT LEAST 2 INCHES, TWISTED TOGETHER AND WRAPPED WITH ELECTRICAL TAPE. THE LOCATING WIRE SHALL BE WRAPPED AROUND THE PIPE AT EVERY 100 LINEAR FEET AND BROUGHT TO WITHIN 24 INCHES OF THE FINISHED GRADE FOR EASE OF LOCATION. THE LOCATING WIRE SHALL EXTEND INSIDE WATER METERS, VALVE BOXES AND ABOVE GRADE AT FIRE HYDRANTS, OR OWNER' PREFERENCE. WHERE CONNECTING INTO AN EXISTING WATER MAIN, THE CONTRACTOR SHALL LOCATE AND

CONNECT THE NEW UNDERGROUND LOCATING WIRE INTO THE EXISTING WIRE IF PRESENT.

ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT COLUMBIA COUNTY

WATER UTILITY CONSTRUCTION STANDARDS AND SPECIFICATIONS.

ALL CONTRACTORS INSTALLING WATER AND SANITARY SEWER UTILITIES SHALL BE RESPONSIBLE FOR OBTAINING A CURRENT COPY OF THE COLUMBIA COUNTY WATER UTILITY CONSTRUCTION STANDARDS AND SPECIFICATIONS. EACH

SUPERINTENDENT OR FOREMAN SHALL HAVE A SET ON SITE AT ALL TIMES.

CONTRACTOR SHALL CALL 811 AND OBTAIN A DIG PERMIT FROM THE GEORGIA UTILITY PROTECTION CENTER AT LEAST

THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE COLUMBIA COUNTY WATER UTILITY MAINTENANCE OFFICE TO REQUEST LOCATES FOR ALL UNDERGROUND SANITARY SEWER FACILITIES. THE CONTACT NUMBER IS 811.

THE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL WATER/SEWER SERVICE TAPS DURING CONSTRUCTION OR ADDED FOR THE DEVELOPMENT. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF EXISTING SERVICE TAPS NOT TO BE USED FOR THE DEVELOPMENT OR UPGRADES REQUIRED TO THE EXISTING WATER OR SEWER SERVICES THAT WILL BE USED

FOR THE PROPOSED DEVELOPMENT.

APPROVAL IS CONTINGENT UPON THE DEVELOPER/OWNER SECURING THE PROPER EASEMENT FROM THE ADDITIONAL AFFECTED PROPERTY OWNER. THE EASEMENT WILL INCLUDE A WRITTEN DEED THAT FOLLOWS THE EXACT FORMAT AS A TYPICAL EASEMENT DEED TO COLUMBIA COUNTY AND MUST BE RECORDED. UPON COMPLETION AND INSPECTION, THE DEVELOPER MUST DEED THE EASEMENT OVER TO COLUMBIA COUNTY THROUGH THE PROPER COMMITTEE AND BOARD

ACCEPTANCE.

THE OWNER/DEVELOPER WILL BE RESPONSIBLE FOR SUBMITTING A PLAT, AS-BUILT AND WARRANTY DEED TO THE

COUNTY FOR THE COMPLETED UTILITY EXTENSIONS AND ASSOCIATED EASEMENTS.

1.

2.

3.

4.

5.

COLUMBIA COUNTY WATER UTILITY STANDARD NOTES :

6.

7.

3 DAYS PRIOR TO ANY EXCAVATION.

CONSTRUCTION DETAILS13).6). INITIAL E,S&PC PLAN

7). INTERMEDIATE E,S&PC PLAN

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WETLAND NOTE #1:

THE U.S. FISH & WILDLIFE SERVICE WETLANDS INVENTORY WAS REVIEWED BY THE ENGINEER. THE FWS WETLANDS INVENTORY INDICATES WETLANDS ARE PRESENT ON THE PROPERTY. THE LIMITS OF THE WETLANDS AS SHOWN ON THE PLAN WERE OBTAINED FROM THE FWS WETLANDS INVENTORY. THE LIMITS OF THE WETLANDS ARE LOCATED OUTSIDE THE PROJECT'S LIMITS OF DISTURBANCE AS SHOWN ON THE PLAN. THERE IS NO PROPOSED DISTURBANCE TO THE WETLANDS AS PART OF THIS PLAN.

WETLANDS/WATERS OF THE U.S. AS SHOWN ON THIS PLAN ARE UNDER THE JURISDICTION OF THE U.S.

ARMY CORPS OF ENGINEERS. OWNERS MAY BE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO

THE WETLANDS/JURISDICTIONAL WATERS AREAS WITHOUT PROPER AUTHORIZATION. THE

OWNER/DEVELOPER OF EACH INDIVIDUAL PARCEL SHALL BE RESPONSIBLE FOR ENSURING THE

WETLANDS ARE DELINEATED AND VERIFIED BY THE U.S. ARMY CORPS OF ENGINEERS. IF ANY

DISTURBANCES TO THE WETLANS OR WATERS OF THE U.S. ARE PROPOSED, THE OWNER/DEVELOPER OF EACH INDIVIDUAL PARCEL SHALL BE RESPONSIBLE FOR SECURING ANY/ALL PERMITS FROM THE U.S.

ACOE/EPD AS APPLICABLE TO THE PROJECT PRIOR TO SUCH DISTURBANCES TAKING PLACE.

DEVELOPER CONTACT

PHONE: (706) 312-7131

JACOB MATHERLY

EMAIL: jmatherly@columbiacountyga.gov

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THIS LINE SHOWN FOR

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C/L STREAM IS PROPERTY LINE

6" W

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SERVICE LINE

TO HOUSE

(APPROXIMATE)

EXIST. SSMH

TOP=307.09'

IE=300.2'

POSSIBLE

SEPTIC

TANK

18" RC

P

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IE=298.7'

SIN

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"35 M

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CREPE

MYRTLE

CREPE

MYRTLE

CREPE

MYRTLE

12" OAK

14" OAK

20" OAK

14" OAK

12" PINE

15" OAK

14" OAK

18" OAK

7" OAK

24" PECAN

30" PECAN

20" PECAN

20" PECAN

20" PECAN

30" PECAN

30" PECAN

30" PECAN

14" PEAR CLUSTER

15" OAK

36" PECAN

28" PECAN

15" OAK

18" PINE

18" PINE

24" PINE

12" PINE

18" PINE

18" PINE

18" PINE

18" PINE

16" PINE

20" PINE

30" PECAN

24" PINE

14" OAK

14" OAK

18" OAK

14" PECAN

27" PECAN

15" PECAN

30" MAGNOLIA

14" HOLLY

BENCHMARK

TOP OF MANHOLE

NAVD 88

REBAR FOUND

NORTH 1,290,077.24'

EAST 610,392.66'

STATE PLANE COORDINATES

GEORGIA EAST ZONE

NAD 83

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SPHA

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WOODS LINE

WOODS LINE

EDG

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F A

SPHA

LT PA

VEM

EN

T

N 67°53'32" E 179.38'

S 24°09'25" E 81.23'

N 47°18'26" E 268.56'

N 67°43'49" E 126.65'

N 1 6°

'23

" E

.7

9'

S 70°30'53" W 336.98'

N 17°35'22" W

414.90'

G A

. G

RI

D N

O

RT

H (E

A

ST

Z O

N E)

JOBSITE SIGNAGE

(SEE COLUMBIA CO.

FOR TEMPLATE)

100 YEAR FLOOD LINE

AS SCALED FROM FIRM

13073C0115E

DITCH APPEARS TO HAVE

BEEN CREATED BY WATER

FROM THE SPILLWAY OF THE

POND ON ADJOINING PROPERTY

BENCHMARK

(EXIST. SSMH)

N: 1,290,222.48 E: 610,523.44

ELEV: 298.03(NAVD 88)

EXIST. SSMH

TOP=296.15

IE=284.50

BY

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M

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SCALE:

DATE:

CHECKED BY:

DESIGNED BY:

ACAD FILE:

SHEET NO.

DRAWING NO:

OF SHEETS

RE

V

IS

IO

N B

LO

C

K

M A

IN

S

TR

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O . B

O X

W A

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EN

TO

N

, G A

6.

5.

O

FF

IC

E

6.

5.

F A

X ci vi ld es ig ns ol ut io ns .c om

1"=30'

4/1/25

LHH

SLJ

24-065

24-065-2

/3

1/

30'30' 60'

30'

Soil erosion control measures must be in place prior to any land disturbing activity

NOTE:

CONTRACTOR SHALL PROVIDE POSITIVE

DRAINAGE AWAY FROM BUILDING SITE DURING

ALL PHASES OF CONSTRUCTION.

NOTE:

THERE ARE STATE WATERS AND POSSIBLE WETLANDS

LOCATED ON THIS PROPERTY. NO DISTURBANCE IS

PLANNED TO THESE SENSITIVE AREAS.

NOTE:

CONTRACTOR SHALL ENSURE THAT THE SLOPE ACROSS

HANDICAP PARKING STALLS SHALL NOT EXCEED 2.00%

IN ANY DIRECTION.

NOTE:

CONTRACTOR SHALL VERIFY EXISTING UTILITY

LOCATIONS AND NOTIFY THE DESIGN ENGINEER IF

A CONFLICT ARISES.

NOTE:

ANY EXISTING BUILDINGS, PAVING, FENCING, ETC.

TO BE REMOVED MUST BE DISPOSED OF IN ACCORDANCE

WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL

REGULATIONS.

NOTE:

ALL EXISTING WATER SERVICE LINES AND APPURTENANCES

TO BE REMOVED UNLESS STATED OTHERWISE. ANY EXISTING

WATER METER NOT TO BE RE-USED MUST BE RETURNED TO

COLUMBIA COUNTY UTILITY DEPARTMENT.

NOTE:

THE CONTRACTOR SHALL COORDINATE ALL UTILITY

REMOVALS WITH THE UTILITY OWNER/PROVIDER AS

REQUIRED.

NOTE:

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

SECURE THE PROJECT SITE DURING CONSTRUCTION

ACTIVITIES. TEMPORARY FENCING MAY BE USED AT THE

CONTRACTOR'S DISCRETION.

25' STATE WATERS

BUFFER

100 YEAR

FLOODPLAIN

REMOVE EXIST.

DRIVEWAY &

STORM DRAIN

(SEE SHEET 14 FOR

GRADING)

REMOVE EXIST.

DRIVEWAY &

STORM DRAIN

REMOVE EXIST. WATER

METER AND RETURN TO

COLUMBIA COUNTY

REMOVE EXIST.

TREE (TYP.)

REMOVE EXIST.

TREE (TYP.)

REMOVE EXIST.

TREE (TYP.)

CONTRACTOR TO DEMO EXIST.

SEPTIC TANK & ANY ASSOCIATED

LINES, INFILL WITH SUITABLE

MATERIAL, FINE GRADE, & RE-

SEED AREA

REMOVE EXIST.

WATER SERVICE

TA

X

PA

RC

EL

A

A C

RE

S

TH

E

PO

LL

A

RD

H O

US

E

C O

LU

M

BI

A

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UN

TY

, G

EO

RG

IA

A

PP

LI

N

G H

A

RL

EM

R

O A

D

THE U.S. FISH & WETLANDS INVENTORY

INDICATES THAT POSSIBLE WETLANDS ARE

PRESENT ALONG THIS STREAM SEGMENT.

THESE WETLANDS ARE NOT TO BE DISTURBED.

ABANDON SERVICE TAP

AT THE CORPORATION

NOTIFY CCWU ENVIRONMENTAL

COMPLIANCE 24 HOURS PRIOR TO

SEPTIC TANK PUMP-OUT AND DEMO

(SCOTT DANIEL 706-868-4242 OR

sdaniel@columbiacountyga.gov

LH

H

6/

/2

A S

PE

R

C O

UN

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A N

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DO

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O M

M

EN

TS

LH

H

8/ 7/

A

S

PE

R G

DO

T C

O M

M

EN

TS

PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

LH

H

/2

/2

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H

/1

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A S

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A

DD

EN

DU

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EN

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H

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A S

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R

O W

N

ER

C O

M M

G

HA

RLEM

RD

. (STA

TE RO

UTE 47)

THIS LINE SHOWN FOR

TIE PURPOSES ONLY

C/L STREAM IS PROPERTY LINE

6" W

A

TE

RM

A

IN

EXIST. SSMH

TOP=307.09'

IE=300.2'

SIN

G

LE W

HITE LIN

E

SIN

G

LE W

HITE LIN

E

DO

UBLE YELLO

W

LIN

E

SIG

N

"35 M

PH"

12" OAK

14" OAK

20" OAK

14" OAK

12" PINE

15" OAK

14" OAK

18" OAK

30" PECAN

20" PECAN

20" PECAN

20" PECAN

30" PECAN

30" PECAN

30" PECAN

14" PEAR

15" OAK

36" PECAN

28" PECAN

15" OAK

18" PINE

18" PINE

24" PINE

12" PINE

18" PINE

18" PINE

18" PINE

18" PINE

16" PINE

20" PINE

30" PECAN

24" PINE

14" OAK

14" OAK

18" OAK

BENCHMARK

TOP OF MANHOLE

NAVD 88

REBAR FOUND

NORTH 1,290,077.24'

EAST 610,392.66'

STATE PLANE COORDINATES

GEORGIA EAST ZONE

NAD 83

A

SPHA

LT PA

VEM

EN

T

WOODS LINE

WOODS LINE

EDG

E O

F A

SPHA

LT PA

VEM

EN

T

N 67°53'32" E 179.38'

S 24°09'25" E 81.23'

N 47°18'26" E 268.56'

N 67°43'49" E 126.65'

N 1 6°

'23

" E

.7

9'

S 70°30'53" W 336.98'

N 17°35'22" W

414.90'

G A

. G

RI

D N

O

RT

H (E

A

ST

Z O

N E) tx t tx t tx t tx t tx t tx t tx t

304.60

304.00

302.20

303.10

304.50

302.95

303.60

306.00

303.02

306.00

304.20

304.80

305.20 305.30

305.10

307.80 ð ð ð ð ð ð ð ð ð ð ð ð ð

303.90

81'-18" HP

STORM @ 1.60%

114'-18" HP

STORM @ 1.58%

74'-18" RCP

@ 1.35%

JOBSITE SIGNAGE

(SEE COLUMBIA CO.

FOR TEMPLATE)

307.40 ð ð ð ð ð ð ð ð ð ð ð ð ð ð

305.30

304.50

303.60

304.75

6" CONC. HEADER

CURB (TYP.)

3a

47'-18" HP

STORM @ 5.11%

100 YEAR FLOOD LINE

AS SCALED FROM FIRM

13073C0115E

303.10 TC

302.60 BC

302.40

W

W

W

SLOPE TO

INLET

W

W

W

WEIR INLET

THROAT=301.00

IE=295.80

141'-18" HP

STORM @ 1.63%

HEADWALL

IE=293.50

WEIR INLET

THROAT=302.00

IE=297.60

WEIR INLET

THROAT=302.90

IE=298.90HOOD BACK TRAP

THROAT=304.25

IE=300.00

DITCH APPEARS TO HAVE

BEEN CREATED BY WATER

FROM THE SPILLWAY OF THE

POND ON ADJOINING PROPERTY

BENCHMARK

(EXIST. SSMH)

N: 1,290,222.48 E: 610,523.44

ELEV: 298.03(NAVD 88)

GW

G W

GW

EXIST. SSMH

TOP=296.15

IE=284.50

SES, INLET

IE=301.50

SES, OUTLET

IE=300.50

RIP-RAP PLUNGE POOL

W/LEVEL SPREADER BERM

(GEOTEXTILE UNDERLAYMENT)

6" CONC. HEADER

CURB (TYP.)

6" CONC. HEADER

CURB (TYP.)

FLUSH

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50

HE

A

D W

A

LL

G D

O T

B

IE

=2

.5

W

EI

R

IN

LE

T

G D

O T

A

TH

R=

1.

IE

=2

.8

141' - 18" HP STORM @ 1.63%

W

EI

R

IN

LE

T

G D

O T

A

TH

R=

2.

IE

=2

.6

114' - 18" HP STORM @ 1.58%

W

EI

R

IN

LE

T

G D

O T

A

TH

R=

2.

IE

=2

.9

81' - 18" HP STORM @ 1.60%

0+00 0+50

295 295

W

EI

R

IN

LE

T

G D

O T

A

TH

R=

2.

IE

=2

.6

HO

O

D B

A C

K

TR

A P

G D

O T

A

TH

R=

4.

IE

=3

.0

3a

47' - 18" HP STORM @ 5.11%

SANITARY

LATERAL

FIRE LINE

WATER

SERVICE LINE

SE

S, IN

LE

T G

D O

T

IE

=3

.5

0+00 0+50

SE

S, O

UT

LE

T

G D

O T

IE

=3

.5

74' - 18" RCP @ 1.35%

BY

D

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G P

LA

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SCALE:

DATE:

CHECKED BY:

DESIGNED BY:

ACAD FILE:

SHEET NO.

DRAWING NO:

OF SHEETS

RE

V

IS

IO

N B

LO

C

K

M A

IN

S

TR

EE

T P.

O . B

O X

W A

RR

EN

TO

N

, G A

6.

5.

O

FF

IC

E

6.

5.

F A

X ci vi ld es ig ns ol ut io ns .c om

1"=30'

4/1/25

LHH

SLJ

24-065

24-065-3

/3

1/

30'

60'30' 30'

PROJECT DATA

CURRENT ZONING - R-1

PROPOSED USE - EVENT SPACE

PARKING PROVIDED:

TYP. PARKING STALL DIMENSIONS - 9' X 18'

REGULAR SPACES - 37

HANDICAP SPACES - 2

PARCEL NUMBER - 027A 012A

TOTAL SPACES - 39

ASSIGNED ADDRESS - 1964 APPLING HARLEM ROAD

FRONT SETBACK:

SIDE SETBACK - 10'

REAR SETBACK - 25'

- 115' FROM CENTERLINE

APPLING HARLEM ROAD

Soil erosion control measures must be in place prior to any land disturbing activity

NOTE:

CONTRACTOR SHALL PROVIDE POSITIVE

DRAINAGE AWAY FROM BUILDING SITE DURING

ALL PHASES OF CONSTRUCTION.

NOTE:

CONTRACTOR SHALL ENSURE THAT THE SLOPE ACROSS

HANDICAP PARKING STALLS SHALL NOT EXCEED 2.00%

IN ANY DIRECTION.

NOTE:

CONTRACTOR SHALL VERIFY EXISTING UTILITY

LOCATIONS AND NOTIFY THE DESIGN ENGINEER IF

A CONFLICT ARISES.

NOTE:

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

SECURE THE PROJECT SITE DURING CONSTRUCTION

ACTIVITIES. TEMPORARY FENCING MAY BE USED AT THE

CONTRACTOR'S DISCRETION.

NOTE:

THERE ARE STATE WATERS AND POSSIBLE WETLANDS

LOCATED ON THIS PROPERTY. NO DISTURBANCE IS

PLANNED TO THESE SENSITIVE AREAS.

HORIZ. SCALE: 1" = 30'

STORM SEWER PROFILES

VERT. SCALE: 1" = 5'

25' STATE WATERS

BUFFER

100 YEAR

FLOODPLAIN

TA

X

PA

RC

EL

A

A C

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S

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E

PO

LL

A

RD

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C O

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D

NOTE:

THE COMMUNITY DETERMINED BASE FLOOD

ELEVATION (BFE) FOR THIS PROPERTY IS 283.90.

THE U.S. FISH & WETLANDS INVENTORY

INDICATES THAT POSSIBLE WETLANDS ARE

PRESENT ALONG THIS STREAM SEGMENT.

THESE WETLANDS ARE NOT TO BE DISTURBED.

LH

H

6/

/2

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PE

R

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TY

A N

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EN

TS

LH

H

8/ 7/

A

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PE

R G

DO

T C

O M

M

EN

TS

PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

LH

H

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CONCRETE PAVING DETAIL

NOT TO SCALE

4,000 PSI CONCRETE

W/FIBER REINFORCING

6" GRADED AGGREGATE BASE

COMPACTED TO 100% MAXIMUM

DRY DENSITY (ASTM D-1557C),

TOP 12" OF SUBGRADE SHALL

BE COMPACTED TO 98% MAXIMUM

DRY DENSITY (ASTM D-698),

STANDARD PROCTOR METHOD

(FOR HANDICAP PARKING AREA)

6"

6"

LH

H

/1

0/

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EN

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O M

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EN

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LH

H

/3

1/

A S

PE

R

O W

N

ER

C O

M M

G

HA

RLEM

RD

. (STA

TE RO

UTE 47)

THIS LINE SHOWN FOR

TIE PURPOSES ONLY

C/L STREAM IS PROPERTY LINE

6" W

A

TE

RM

A

IN

EXIST. SSMH

TOP=307.09'

IE=300.2'

SIN

G

LE W

HITE LIN

E

SIN

G

LE W

HITE LIN

E

D O

UBLE YELLO

W

LIN

E

SIG

N

"35 M

PH"

12" OAK

14" OAK

20" OAK

14" OAK

12" PINE

15" OAK

14" OAK

18" OAK

30" PECAN

20" PECAN

20" PECAN

20" PECAN

30" PECAN

30" PECAN

30" PECAN

14" PEAR

15" OAK

36" PECAN

28" PECAN

15" OAK

18" PINE

18" PINE

24" PINE

12" PINE

18" PINE

18" PINE

18" PINE

18" PINE

16" PINE

20" PINE

30" PECAN

24" PINE

14" OAK

14" OAK

18" OAK

BENCHMARK

TOP OF MANHOLE

NAVD 88

REBAR FOUND

NORTH 1,290,077.24'

EAST 610,392.66'

STATE PLANE COORDINATES

GEORGIA EAST ZONE

NAD 83

A

SPHA

LT PA

VEM

EN

T

WOODS LINE

WOODS LINE

EDG

E O

F A

SPHA

LT PA

VEM

EN

T

EVENT LAWN

SEATING

EVENT LAWN

SEATING

G A

. G

RI

D N

O

RT

H (E

A

ST

Z O

N E) tx t tx t tx t tx t tx t tx t tx t ð ð ð ð ð ð ð ð ð ð ð ð ð

CLEAN-OUT

IE=286.05

100'-6" PVC SANITARY

LATERAL @ 1.00%

MIN. SLOPE

60'-6" PVC SANITARY

LATERAL @ 1.00%

MIN. SLOPE

1" IRRIGATION METER

& 1" RPZ BACKFLOW

1" TAPPING

SADDLE

3-STAGE GREASE

INTERCEPTOR

(1500 GAL.)

FINISHING

MANHOLE

TOP=299.75

CLEAN-OUT

(TYP.)

1-6"X6" TAPPING SLEEVE

1-TEMP. CHLORINATION POINT

1-SAMPLE POINT PRIOR TO

BACKFLOW

2" TAPPING SADDLE

AND 2" VALVE

1-6" GATE VALVE W/ RED

LOCKABLE VALVE BOX

STAMPED FIRE

POST INDICATOR

VALVE (PIV)

INSTALL 6" RPDA W/SENSUS

TOUCH TO READ IN SAFE-T-

COVER PANEL BOX (GREEN)

ON 6" CONC. PAD

FIRE DEPARTMENT

CONNECTION

6" PVC

FIRELINE

1.5" DOMESTIC

WATER SERVICE

1.5" DOMESTIC METER

& 1.5" RPZ BACKFLOW

JOBSITE SIGNAGE

(SEE COLUMBIA CO.

FOR TEMPLATE)

ð ð ð ð ð ð ð ð ð ð ð ð ð ð

CLEAN-OUT

IE=286.75

CLEAN-OUT

(TYP.)

IE=286.90

100 YEAR FLOOD LINE

AS SCALED FROM FIRM

13073C0115E

DITCH APPEARS TO HAVE

BEEN CREATED BY WATER

FROM THE SPILLWAY OF THE

POND ON ADJOINING PROPERTY

BENCHMARK

(EXIST. SSMH)

N: 1,290,222.48 E: 610,523.44

ELEV: 298.03(NAVD 88)

POST INDICATOR

VALVE (PIV)

GW

G W

GW

CLEAN-OUT

IE=285.15

EXIST. SSMH

TOP=296.15

IE=284.50

NEW IE IN=285.00

NO CONN-

ECTION

BY

D

A

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UT

IL

IT

Y

PL

A

N

SCALE:

DATE:

CHECKED BY:

DESIGNED BY:

ACAD FILE:

SHEET NO.

DRAWING NO:

OF SHEETS

RE

V

IS

IO

N B

LO

C

K

M A

IN

S

TR

EE

T P.

O . B

O X

W A

RR

EN

TO

N

, G A

6.

5.

O

FF

IC

E

6.

5.

F A

X ci vi ld es ig ns ol ut io ns .c om

1"=30'

4/1/25

LHH

SLJ

24-065

24-065-4

/3

1/

Soil erosion control measures must be in place prior to any land disturbing activity 30'30' 60'

30'

WATER BACKFLOW REQUIREMENTS:

NOTE:

BACKFLOWS REQUIRE ANNUAL

TESTING.

NOTE:

A TRAFFIC RATED COLLAR AND CAP SHALL BE

INSTALLED ON ALL CLEAN-OUTS LOCATED IN ASPHALT

PAVEMENT OR SIDEWALKS.

NOTE:

DO NOT PLANT ANY BUSHES OR TREES ON THE

SANITARY SEWER OR GREASE INTERCEPTOR

CLEANOUTS THAT ARE CLOSE TO THE BUILDING.

NOTE:

SANITARY LATERALS MUST BE LAID WITH A MINIMUM

SLOPE OF 1.00%. PROVIDE CLEAN-OUTS EVERY 100'

AND AT EVERY DIRECTION CHANGE.

DOMESTIC - INSTALL RPZ BACKFLOW WITH A WYE STRAINER IN A SAFE-T-COVER

BOX (GREEN COLOR) OR APPROVED EQUAL ON A 4-INCH CONCRETE

PAD AT THE METER OUTSIDE OF THE RIGHT OF WAY.

IRRIGATION - INSTALL RPZ BACKFLOW WITH A WYE STRAINER IN A SAFE-T-COVER

BOX (GREEN COLOR) OR APPROVED EQUAL ON A 4-INCH CONCRETE

PAD AT THE METER OUTSIDE OF THE RIGHT OF WAY.

NOTE:

CONTRACTOR SHALL PROVIDE POSITIVE

DRAINAGE AWAY FROM BUILDING SITE DURING

ALL PHASES OF CONSTRUCTION.

NOTE:

CONTRACTOR SHALL VERIFY EXISTING UTILITY

LOCATIONS AND NOTIFY THE DESIGN ENGINEER

IF A CONFLICT ARISES.

NOTE:

THE OWNER/DEVELOPER WILL BE RESPONSIBLE FOR

SUBMITTING A PLAT, AS-BUILT AND WARRANTY DEED TO

THE COUNTY FOR THE COMPLETED UTILITY EXTENSIONS

AND ASSOCIATED EASEMENTS.

NOTE:

WATER METER BOXES SHALL NOT BE

INSTALLED IN CONCRETE OR ASPHALT

AREAS.

NOTE:

NO TREES SHALL BE PLANTED IN

COUNTY OWNED UTILITY EASEMENTS.

NOTE:

NO SHRUBS SHALL BE PLANTED ON TOP

OF WATER LINES/SERVICES OR SANITARY

SEWER LINES/SERVICES.

25' STATE WATERS

BUFFER

100 YEAR

FLOODPLAIN

TA

X

PA

RC

EL

A

A C

RE

S

TH

E

PO

LL

A

RD

H O

US

E

C O

LU

M

BI

A

C O

UN

TY

, G

EO

RG

IA

A

PP

LI

N

G H

A

RL

EM

R

O A

D

THE U.S. FISH & WETLANDS INVENTORY

INDICATES THAT POSSIBLE WETLANDS ARE

PRESENT ALONG THIS STREAM SEGMENT.

THESE WETLANDS ARE NOT TO BE DISTURBED.

NOTE:

THE EXISTING WATER SERVICE MUST BE VERIFIED AS

COPPER FROM THE TAP TO THE METER. IF IT IS NOT

COPPER, THEN THE SERVICE LINE WILL NEED TO BE

UPGRADED.

NOTE:

THE FIRE LINE SHALL BE RJ DIP FROM THE TAP

TO THE BACKFLOW DEVICE.

NOTE:

COUNTY FIRE HYDRANTS SHALL BE RED AND PRIVATE

HYDRANTS SHALL BE SILVER. THE HYDRANTS SHALL

COME FROM THE FACTORY THE APPROPRIATE COLOR.

OF WAY SHALL BE IN ACCORDANCE WITH THE "UTILITY ACCOMMODATIONS POLICY AND

ALL UTILITIES RELOCATED AND/OR NEWLY INSTALLED WITHIN THE STATE ROUTE RIGHT

BE PERMITTED THROUGH GEORGIA PERMIT APPLICATION SYSTEM (GPAS).

ALL UTILITY RELOCATIONS ON THE STATE ROUTE R/W MUST

GDOT UTILITY NOTES:

1.

2.

NOTIFIED PRIOR TO EXCAVATION.

WHEN EXCAVATION WORK IS BEING DONE NEAR ANY UTILITY, THE OWNER SHALL BE4.

CENTER'S "GEORGIA 811 CALL BEFORE YOU DIG" LAW BY CALLING THE UNDERGROUND

THE CONTRACTOR/INSTALLER SHALL ADHERE TO THE GEORGIA UTILITIES PROTECTION5.

PROTECTION CENTER AND 1.800.282.7411 OR 811 48 HOURS PRIOR TO BEGINNING ANY

GROUND DISTURBING ACTIVITES.

STANDARDS MANUAL 2016 EDITION".

ALL WATER METERS AND BACK FLOW DEVICES ARE TO BE PLACED OFF GDOT R/W.3.

LH

H

6/

/2

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UN

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A N

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DO

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O M

M

EN

TS

LH

H

8/ 7/

A

S

PE

R G

DO

T C

O M

M

EN

TS

PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

LH

H

/2

/2

A S

PE

R

O W

N

ER

C O

M M

EN

TS

LH

H

/1

0/

A S

PE

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C/L STREAM IS PROPERTY LINE

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"35 M

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BENCHMARK

TOP OF MANHOLE

NAVD 88

REBAR FOUND

NORTH 1,290,077.24'

EAST 610,392.66'

STATE PLANE COORDINATES

GEORGIA EAST ZONE

NAD 83

A

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N 67°53'32" E 179.38'

S 24°09'25" E 81.23'

N 47°18'26" E 268.56'

N 67°43'49" E 126.65'

N 1 6°

'23

" E

.7

9'

S 70°30'53" W 336.98'

N 17°35'22" W

414.90'

EVENT LAWN

SEATING

EVENT LAWN

SEATING

G A

. G

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H (E

A

ST

Z O

N E)

CONCRETE PAVED

PARKING AREA (SEE

DETAIL ON SHEET 3)

tx t tx t tx t tx t tx t tx t tx t

20.0'

R40.0'

R40.0'

R10.0' R30.0'

R30.0'

S 45°33'32" E

217.48'

N 32°25'04" W

173.24'

10' SIDE SETBACK

10' SIDE SETBACK

115' FRO

N

T SETBA

C

K (FRO

M

C

EN

TERLIN

E)

25' REAR SETBACK

' R

EA

R

SE

TB

ACK

JOBSITE SIGNAGE

(SEE COLUMBIA CO.

FOR TEMPLATE)

R20.0'

R20.0'

SIDEWALK TO MEET

ALL ADA SLOPE

REQUIREMENTS

25' REA

R SETBA

C K

100 YEAR FLOOD LINE

AS SCALED FROM FIRM

13073C0115E

BENCHMARK

(EXIST. SSMH)

N: 1,290,222.48 E: 610,523.44

ELEV: 298.03(NAVD 88)

R10.0'

R30.0'

R3.0'

R40.0'

R10.0'

SPLIT RAIL FENCE

(SEE LANDSCAPE

PLANS)

SPLIT RAIL FENCE

(SEE LANDSCAPE

PLANS)

SPLIT RAIL FENCE

(SEE LANDSCAPE

PLANS)

BY

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DATE:

CHECKED BY:

DESIGNED BY:

ACAD FILE:

SHEET NO.

DRAWING NO:

OF SHEETS

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1"=30'

4/1/25

LHH

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24-065

24-065-5

/3

1/

Soil erosion control measures must be in place prior to any land disturbing activity 30'

60'30' 30'

60" MIN. FOR CARS

96" MIN FOR VANS

96" MIN.96" MIN.

4'-0"4'-0"

45°

6"

3'-0"

6"

18'6"

24"

15"-0"

24"

48"

ACCESS AILSE AND

PARKING STALLS TO

HAVE NO MORE THAN 2%

SLOPE IN ANY DIRECTION

FOR RAISED CURB DETECTABLE WARNING SHOULD BE WIDTH

OF DEPRESSED CURB AT LANDING AREA. IF SIDEWALK IS FLUSH

WITH PAVEMENT, ALIGN 24"X48" DETECTABLE WARNING WITH

CENTERLINE OF LANDING AREA AND BACK OF CURB LINE

4'X4' BLUE

SQUARE BACKGROUND

INTERNATIONAL

WHITE SYMBOL

4" PAINTED WHITE

STRIPE (TYP.)

4" PAINTED BLUE STRIPE

(TYP.)

6' WHEEL STOP

(IF REQUIRED)

EDGE OF

PAVEMENT

ACCESSIBLE ROUTE ( MIN. 48" WIDTH )

NOT TO SCALE

ADA HANDICAP PARKING SPACE

STRIPING DETAIL

SAWED JOINT EVERY 6'

AND 3/8" EXPANSION JOINT

MATERIAL AT 20' O.C. MIN.

6X6X10X10 W.W.F.

TOP 12" OF SUBGRADE SHALL

BE COMPACTED TO 98% MAXIMUM

DRY DENSITY (ASTM D-698),

STANDARD PROCTOR METHOD

4" - 3500 PSI

CONCRETE

NOT TO SCALE

CONCRETE SIDEWALK DETAIL

NOTE:

SIGNAGE SHALL BE PERMITTED

SEPARATELY.

NOTE:

ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN

ACCORDANCE WITH THE GEORGIA DEPARTMENT OF

TRANSPORTATIONS "STANDARD SPECIFICATIONS, CONSTRUCTION

OF TRANSPORTATION SYSTEMS", CURRENT EDITION.

VAN ACCESSIBLE

TOW-AWAY ZONE

PERMIT PARKING ONLY

TOW-AWAY ZONE

PERMIT PARKING ONLY

1'-0" x 1'-6" x .080" STANDARD

ALUMINUM HANDICAP PARKING SIGN WITH

IDENTIFICATION SYMBOL

ADDITIONAL SIGN WHERE

APPLICABLE

FINISHED GRADE

NOTE:

SIGNAGE SHALL BE PLACED IN FRONT OF

ALL HANDICAP ACCESSIBLE PARKING

STALLS AND SHALL CONFORM TO ALL

APPLICABLE FEDERAL, STATE AND LOCAL

CODES AND SPECIFICATIONS

1'-6"

7'-0"

2'-0"

18"

12"

HANDICAP PARKING SIGN DETAIL

NOT TO SCALE

25' STATE WATERS

BUFFER

100 YEAR

FLOODPLAIN

TA

X

PA

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PO

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NOT TO SCALE

THE U.S. FISH & WETLANDS INVENTORY

INDICATES THAT POSSIBLE WETLANDS ARE

PRESENT ALONG THIS STREAM SEGMENT.

THESE WETLANDS ARE NOT TO BE DISTURBED.

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NOTE:

SEE MARTIN MARIETTA PRODUCT DATA

FOR LIMESTONE ON SHEET 4.

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PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

LIMESTONE GRAVEL DETAIL

3" - #89 LIMESTONE

8" GRADED AGGREGATE BASE COMPACTED TO 100%

MAXIMUM DRY DENSITY, MATERIALS & COMPACTION

SHALL BE IN ACCORDANCE WITH SECTION 310 & 815

OF THE GEORGIA DEPARTMENT OF TRANSPORTATION

SPECIFICATIONS, LATEST EDITION.

SUBGRADE COMPACTED TO 95% MAXIMUM DRY

DENSITY, MATERIALS & COMPACTION SHALL BE IN

ACCORDANCE WITH SECTION 209 & 810 OF THE

GEORGIA DEPARTMENT OF TRANSPORTATION

SPECIFICATIONS, LATEST EDITION.

1200 BX GEOGRID OR APPROVED EQUAL

3"

8"

6" CONCRETE HEADER CURB, EXTEND 1" ABOVE TOP OF

LIMESTONE. INSTALL ADJACENT TO LANDSCAPED AREAS.

1" *

6"

6" CONC. HEADER

CURB, EXTEND 1" ABOVE

TOP OF LIMESTONE (TYP.)

6" CONC. HEADER

CURB (TYP.)

6" CONC. HEADER

CURB, EXTEND 1" ABOVE

TOP OF LIMESTONE (TYP.)

6" CONC. HEADER

CURB, EXTEND 1" ABOVE

TOP OF LIMESTONE (TYP.)

* - EXTEND 6" ABOVE

LIMESTONE AT

INTERIOR ISLANDS.

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NOTES:

1. STRIPING AND CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, COUNTY AND CITY

CODES AND SPECIFICATIONS.

2. STRIPING SHALL BE THERMOPLASTIC.

NOT TO SCALE

GRASSED PAVING DETAIL

BAHIAGRASS SOD

TOP 6" OF SUBGRADE SHALL BE SAND-

CLAY BASE COMPACTED TO 98% MAXIMUM

DRY DENSITY (ASTM D-698),

STANDARD PROCTOR METHOD

1" OF #57 STONE

COMPACTED TO 100% MAXIMUM

DRY DENSITY (ASTM D-1557C)

- GDOT PAVING SECTION

- LIMESTONE GRAVEL PAVING

(SEE DETAIL ON SHEET 14)

- GRASS PAVING

- CONCRETE PAVING

(SEE DETAIL ON SHEET 3)

(SEE DETAIL ON THIS SHEET)

(SEE DETAIL ON THIS SHEET)

5' CONCRETE

SIDEWALK (TYP.)

5' CONCRETE

SIDEWALK (TYP.)

PAVING LEGEND

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GRASSED

PARKING

GRASSED

PARKING

GRASSED

PARKING

GRASSED

PARKING

G

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. (STA

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UTE 47)

THIS LINE SHOWN FOR

TIE PURPOSES ONLY

C/L STREAM IS PROPERTY LINE

6" W

A

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RM

A

IN

EXIST. SSMH

TOP=307.09'

IE=300.2'

SIN

G

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HITE LIN

E

SIN

G

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HITE LIN

E

DO

UBLE YELLO

W

LIN

E

SIG

N

"35 M

PH"

12" OAK

14" OAK

20" OAK

14" OAK

12" PINE

15" OAK

14" OAK

18" OAK

30" PECAN

20" PECAN

20" PECAN

20" PECAN

30" PECAN

30" PECAN

30" PECAN

14" PEAR

15" OAK

36" PECAN

28" PECAN

15" OAK

18" PINE

18" PINE

24" PINE

12" PINE

18" PINE

18" PINE

18" PINE

18" PINE

16" PINE

20" PINE

30" PECAN

24" PINE

14" OAK

14" OAK

18" OAK

A

SPHA

LT PA

VEM

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WOODS LINE

WOODS LINE

EDG

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G A

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H (E

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Co

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

X X

X X

X X

X

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X

X

X X

X X

X X X X

X

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X

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X X

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X X

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Sd1-S

Sd1-S

Sd1-S

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

XXXXXXXXX

X

X X

X

X

X X

X

X X

X

X X

X X

100 YEAR FLOOD LINE

AS SCALED FROM FIRM

13073C0115E

DITCH APPEARS TO HAVE

BEEN CREATED BY WATER

FROM THE SPILLWAY OF THE

POND ON ADJOINING PROPERTY

EXIST. SSMH

TOP=296.15

IE=284.50

Sd1-S

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

BY

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DATE:

CHECKED BY:

DESIGNED BY:

ACAD FILE:

SHEET NO.

DRAWING NO:

OF SHEETS

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1"=30'

4/1/25

LHH

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24-065

24-065-6

/3

1/

Soil erosion control measures must be in place prior to any land disturbing activity

NOTE:

ACCORDING TO FEMA FIRM PANEL 13073C 0115 E DATED

6/7/2019, A PORTION OF THIS PROPERTY DOES LIE WITHIN

A DESIGNATED 100-YEAR FLOOD HAZARD AREA.

PROJECT LOCATION AND DESCRIPTION

RECEIVING BASIN = UNNAMED TRIBUTARY TO KIOKEE CREEK4.

EXIST. IMPERVIOUS AREA = 0.00 ACRES

OFF-SITE DRAINAGE AREA = 0.00 ACRES

ON-SITE DRAINAGE AREA = 5.32 ACRES2.

3.

PROPOSED LAND USE = COMMERCIAL1.

NPDES NOTES

This site is located 1964 Appling Harlem Road in Columbia County, Georgia. The property consists of partially grassed/partially wooded land with sloping terrain with Cecil & Wedowee soils. The intent of this plan is to build an event center along with the associated parking and utility services. The total acreage of this parcel is 5.32 acres and the approximate disturbed acreage of this project is 1.70 acres. No adjacent areas will be impacted by this project.

PRE-DEVELOPED SCS CURVE NUMBER - 775.

POST-DEVELOPED SCS CURVE NUMBER - 79

NOTE:

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH

OR TEMPORARY SEEDING.

******* MAINTENANCE STATEMENTS *******

LAND-DISTURBING ACTIVITIES.

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL

EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE

DEVELOPER/PRIMARY PERMITTEE

NOTE:

THE CONSTRUCTION EXIT IS LOCATED AT

LAT. 33.547500° AND LON. 82.316661°.

NOTE:

IT IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER

TO OBTAIN ALL REQUIRED PERMITS AND/OR

VARIANCES.

P.O. BOX 498

COLUMBIA COUNTY BOARD OF COMMISSIONERS

EVANS, GA 30809

PHONE: (706) 868-3379

INSTALLED IN THE ORDER SHOWN ABOVE AND/OR AS DIRECTED

BY COLUMBIA COUNTY.

THE CONSTRUCTION SCHEDULE SHOWN ABOVE IS ONLY APPROXIMATE.

SOIL EROSION AND SEDIMENT CONTROL STRUCTURES WILL BE

CONSTRUCTION SCHEDULE

MAINTAIN SILT FENCING

INSTALL CONSTRUCTION EXIT

INSTALL SILT FENCING

15 15

MAINTAIN CONSTRUCTION EXIT

CLEARING & GRUBBING

UTILITY INSTALLATION

INSTALL TEMPORARY GRASSING

MAINTAIN SEDIMENT STORAGE BMP'S

GRADING

INSTALL INLET PROTECTION

MAINTAIN INLET PROTECTION

MAR APR

INSTALL PERMANENT GRASSING

MAINTAIN PERMANENT GRASSING

BUILDING CONSTRUCTION

MAY JUN

2026 2026

NOTE:

CONTRACTOR SHALL MAINTAIN ALL BMP'S

UNTIL FINAL STABILIZATION IS ACHIEVED.

NOTE:

CONCENTRATED FLOW AREAS AND ALL CUT OR FILL SLOPES

STEEPER THAN 2.5:1 AND WITH A HEIGHT OF TEN FEET OR GREAT

SHALL BE COVERED WITH EROSION CONTROL MATTING AND/OR

BLANKETS TO HELP ESTABLISH PERMANENT GROUND COVER.

NOTE:

NO ALTERNATIVE BMP'S ARE TO BE USED ON

THIS PROJECT WITHOUT PRIOR APPROVAL FROM

THE DESIGN ENGINEER.

NOTE:

SILT FENCE SHALL BE TP. C,

SENSITIVE.

BMP'S WILL BE IMPLEMENTED TO EFFECTIVELY REDUCE THE GENERATION

OF DUST AND PREVENT AIRBORNE SEDIMENT FROM ESCAPING THE SITE.

DISTURBED AREAS SHALL BE PROVIDED WITH APPROPRIATE GROUND

COVER AS SPECIFIED ON THE PLANS TO EFFECTIVELY STABILIZE THE SOIL

SURFACE. THE BMP'S APLLIED TO CONTROL DUST GENERATION ON THIS

SITE WILL INCLUDE TEMPORARY GRASSING, MULCH, ROCK, AND

IRRIGATION. ROCK WILL BE USED FOR CONSTRUCTION EXITS, AS

SPECIFIED ON THE PLANS, AND WILL HELP MINIMIZE DUST CREATED BY

CONSTRUCTION VEHICLES. AREAS OUTSIDE OF THOSE BEING PAVED

WILL BE AT LEAST TEMPORARILY SEEDED AND MULCHED TO STABILIZED

AND COVER DISTURBED SURFACES. IN AREAS WHERE ADDITIONAL

BMP'S ARE NEEDED TO REDUCE DUST GENERATION, SUFFICIENTLY

WETTING OR IRRIGATING THE GROUND SURFACE WITH WATER SHOULD

EFFECTIVELY LIMIT AIRBOURNE SEDIMENT ON AND AROUND THE SITE.

SEE THE MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA

FOR MORE DETAILS AND SPECIFICATIONS.

DUST CONTROL NOTES Du

DESCRIPTION OF APPROPRIATE CONTROLS AND MEASURES

INITIAL SEDIMENT STORAGE/PERIMETER BMP'S:

1. INSTALL CONSTRUCTION EXIT AS SHOWN ON PLANS. ALL TRAFFIC SHALL

USE THIS EXIT DURING CONSTRUCTION.

2. INSTALL PERIMETER SILT FENCING AS SHOWN ON THE PLAN PRIOR TO ANY

LAND DISTURBING ACTIVITY. DISTURB ONLY ENOUGH TO INSTALL SILT FENCE.

3. BEGIN CLEARING & GRUBBING OPERATIONS.

4. TEMPORARY GRASS AND MULCH ALL DISTURBED AREAS AS REQUIRED.

5. PROVIDE DUST CONTROL AS NEEDED.

6. PERFORM STORMWATER MONITORING AS REQUIRED.

7. PERFORM INSPECTIONS AND RECORD KEEPING AS REQUIRED.

NOTE:

WASTE MATERIALS SHALL NOT BE DISCHARGED TO

WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A

SECTION 404 PERMIT.

NOTE:

THERE WILL BE NO BUFFER ENCROACHMENTS

REQUIRED FOR THIS PROJECT.

NOTE:

NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR

50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF

WRESTED VEGETATION OR WITHIN 25-FEET OF THE COASTAL MARSHLAND

BUFFER AS MEASURED FROM THE JURISDICTIONAL DETERMINATION LINE

WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS.

NEW IMPERVIOUS AREA = 1.00 ACRES

NOTE:

THIS CONSTRUCTION SITE DOES NOT DISCHARGE TO AN

IMPAIRED STREAM SEGMENT AND IS NOT WITHIN 1

LINEAR MILE UPSTREAM OF A BIOTA IMPAIRED STREAM

SEGMENT.

24 HOUR EMERGENCY

CONTACT/BUILDER

PHONE: (706) 829-6335

STEPHEN PRATHER

DOUBLE ROW OF TP.

SENSITIVE SILT FENCE

STORMWATER

MONITORING POINT

(OUTFALL)

NOTE:

THERE ARE STATE WATERS AND POSSIBLE WETLANDS

LOCATED ON THIS PROPERTY. NO DISTURBANCE IS

PLANNED TO THESE SENSITIVE AREAS.

25' STATE WATERS

BUFFER

100 YEAR

FLOODPLAIN

SINGLE ROW OF TP.

SENSITIVE SILT FENCE

TA

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PA

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THE U.S. FISH & WETLANDS INVENTORY

INDICATES THAT POSSIBLE WETLANDS ARE

PRESENT ALONG THIS STREAM SEGMENT.

THESE WETLANDS ARE NOT TO BE DISTURBED.

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SCOTT L. JOHNSON, P.E. LEVEL II CERTIFICATION NO. EXPIRATION

E,S&PC PLAN DESIGNER

E,S&PC PLANS PREPARED BY CERTIFIED DESIGN PROFESSIONAL:

* AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE

A SIGNIFICANT EFFECT ON BMP's WITH A HYDRAULIC

COMPONENT MUST BE CERTIFIED BY THE DESIGN

PROFESSIONAL.

30'30' 60'

30'

LH

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PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

LH

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THIS LINE SHOWN FOR

TIE PURPOSES ONLY

C/L STREAM IS PROPERTY LINE

6" W

A

TE

RM

A

IN

EXIST. SSMH

TOP=307.09'

IE=300.2'

SIN

G

LE W

HITE LIN

E

SIN

G

LE W

HITE LIN

E

DO

UBLE YELLO

W

LIN

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SIG

N

"35 M

PH"

12" OAK

14" OAK

20" OAK

14" OAK

12" PINE

15" OAK

14" OAK

18" OAK

30" PECAN

20" PECAN

20" PECAN

20" PECAN

30" PECAN

30" PECAN

30" PECAN

14" PEAR

15" OAK

36" PECAN

28" PECAN

15" OAK

18" PINE

18" PINE

24" PINE

12" PINE

18" PINE

18" PINE

18" PINE

18" PINE

16" PINE

20" PINE

30" PECAN

24" PINE

14" OAK

14" OAK

18" OAK

A

SPHA

LT PA

VEM

EN

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WOODS LINE

WOODS LINE

EDG

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SPHA

LT PA

VEM

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G A

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H (E

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Co

Sd2-F

Sd2-F

St-2

Ss

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

X X

X X

X X

X

X

X

X

X X

X X

X X X X

X

X

X

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X

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Sd1-S

Sd1-S

Sd1-S

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

XXXXXXXXX

X

X X

X

X

X X

X

X X

X

X X

X X ð ð ð ð ð ð ð ð ð ð ð ð ð ð

100 YEAR FLOOD LINE

AS SCALED FROM FIRM

13073C0115E

DITCH APPEARS TO HAVE

BEEN CREATED BY WATER

FROM THE SPILLWAY OF THE

POND ON ADJOINING PROPERTY

Sd2-F

Sd2-F

GW

G W

GW

EXIST. SSMH

TOP=296.15

IE=284.50

RIP-RAP PLUNGE POOL

W/LEVEL SPREADER BERM

(GEOTEXTILE UNDERLAYMENT)

Lv

Ds3

Ss

Ds3

Ss

Ds3

Ss

Ds3

Ss

Ds3

Sd1-S

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

BY

D

A

TE

D

ES

C

RI

PT

IO

N

IN

TE

RM

ED

IA

TE

E ,S

&P C

P

LA

N

SCALE:

DATE:

CHECKED BY:

DESIGNED BY:

ACAD FILE:

SHEET NO.

DRAWING NO:

OF SHEETS

RE

V

IS

IO

N B

LO

C

K

M A

IN

S

TR

EE

T P.

O . B

O X

W A

RR

EN

TO

N

, G A

6.

5.

O

FF

IC

E

6.

5.

F A

X ci vi ld es ig ns ol ut io ns .c om

1"=30'

4/1/25

LHH

SLJ

24-065

24-065-7

/3

1/

Soil erosion control measures must be in place prior to any land disturbing activity

SCOTT L. JOHNSON, P.E. LEVEL II CERTIFICATION NO. EXPIRATION

E,S&PC PLAN DESIGNER

E,S&PC PLANS PREPARED BY CERTIFIED DESIGN PROFESSIONAL:

* AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE

A SIGNIFICANT EFFECT ON BMP's WITH A HYDRAULIC

COMPONENT MUST BE CERTIFIED BY THE DESIGN

PROFESSIONAL.

30'

60'30' 30'

NOTE:

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

DESCRIPTION OF APPROPRIATE CONTROLS AND MEASURES

INTERMEDIATE GRADING & DRAINAGE BMP'S:

1. ONCE SEDIMENT STORAGE MEASURES ARE IN PLACE, BEGIN MASS GRADING AND UTILITY

INSTALLATION.

2. PERMANENT GRASS & MAT SLOPES IMMEDIATELY UPON REACHING FINISHED GRADE.

3. INSTALL/MAINTAIN STORM INLET AND OUTLET PROTECTION CONCURRENTLY WITH STORM PIPING

CONSTRUCTION.

4. MAINTAIN ALL BMP'S AS REQUIRED.

5. TEMPORARY/PERMANENT GRASS AND MULCH ALL DISTURBED AREAS AS REQUIRED.

6. PROVIDE DUST CONTROL AS NEEDED.

7. PERFORM STORMWATER MONITORING AS REQUIRED.

8. PERFORM INSPECTIONS AND RECORD KEEPING AS REQUIRED.

NOTE:

ALL BUILDING MATERIALS/PRODUCTS, INCLUDING CONSTRUCTION

WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS, PESTICIDES,

HERBICIDES, DETERGENTS, SANITARY WASTE, ETC. SHALL BE PROPERLY

COVERED WITH PLASTIC SHEETING TO REDUCE THEIR EXPOSURE TO

PRECIPITATION AND STORMWATER RUNOFF.

NOTE:

CONTRACTOR SHALL MAINTAIN ALL BMP'S

UNTIL FINAL STABILIZATION IS ACHIEVED.

TYPICAL INSTALLATION GUIDELINES FOR ROLLED

EROSION CONTROL PRODUCTS (RECP)

BLANKET AND MATTING CROSS-SECTIONS

1'-2" 1'-0"

6" 9" 1'-2" 1'-0"

15'-20'5'

15"

5'

3" 5'

3' OVERLAP

9"

6"

36"

Ss

NOTE:

ALL SLOPE STABILIZATION (Ss) SHALL BE ROLLED

EROSION CONTROL PRODUCT (RECP).

NOTE:

THERE ARE STATE WATERS AND POSSIBLE WETLANDS

LOCATED ON THIS PROPERTY. NO DISTURBANCE IS

PLANNED TO THESE SENSITIVE AREAS.

NOTE:

THE REQUIRED SEDIMENT STORAGE FOR THIS PROJECT

WILL BE ACHIEVED VIA THE USE OF EXCAVATED INLET

SEDIMENT TRAPS AND SILT FENCE.

SEDIMENT STORAGE CALCULATIONS

129.6

STORAGE PROVIDED

(CY)(FT.)

L

2.002.50

WIDTH

(FT.)

PERIMETER

SILT FENCE

LOCATION (ACRES) (AREA X 67CY/AC)

113.9

STORAGE NEEDED

1.7

DRAINAGE AREA

TOTALS: 129.6113.91.7

(FT.)

DEPTH

DOUBLE ROW OF TP.

SENSITIVE SILT FENCE

STORMWATER

MONITORING POINT

(OUTFALL)

25' STATE WATERS

BUFFER

100 YEAR

FLOODPLAIN

SINGLE ROW OF TP.

SENSITIVE SILT FENCE

CONCRETE WASHDOWN AREA FOR

TOOLS, CHUTES, HOPPERS, & REAR

OF VEHICLES (WASHOUT OF THE

DRUM ON-SITE IS PROHIBITED)

TA

X

PA

RC

EL

A

A C

RE

S

TH

E

PO

LL

A

RD

H O

US

E

C O

LU

M

BI

A

C O

UN

TY

, G

EO

RG

IA

A

PP

LI

N

G H

A

RL

EM

R

O A

D

THE U.S. FISH & WETLANDS INVENTORY

INDICATES THAT POSSIBLE WETLANDS ARE

PRESENT ALONG THIS STREAM SEGMENT.

THESE WETLANDS ARE NOT TO BE DISTURBED.

LH

H

6/

/2

A S

PE

R

C O

UN

TY

A N

D G

DO

T C

O M

M

EN

TS

LH

H

8/ 7/

A

S

PE

R G

DO

T C

O M

M

EN

TS

PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

PROPOSED SIDEWALK

INSTALLED UNDER

SEPARATE PROJECT

LH

H

/2

/2

A S

PE

R

O W

N

ER

C O

M M

EN

TS

LH

H

/1

0/

A S

PE

R

A

DD

EN

DU

M

C

O M

M

EN

TS

STORMWATER

MONITORING POINT

(OUTFALL)

Cw

LH

H

/3

1/

A S

PE

R

O W

N

ER

C O

M M

G

HA

RLEM

RD

. (STA

TE RO

UTE 47)

THIS LINE SHOWN FOR

TIE PURPOSES ONLY

C/L STREAM IS PROPERTY LINE

6" W

A

TE

RM

A

IN

EXIST. SSMH

TOP=307.09'

IE=300.2'

SIN

G

LE W

HITE LIN

E

SIN

G

LE W

HITE LIN

E

D O

UBLE YELLO

W

LIN

E

SIG

N

"35 M

PH"

12" OAK

14" OAK

20" OAK

14" OAK

12" PINE

15" OAK

14" OAK

18" OAK

30" PECAN

20" PECAN

20" PECAN

20" PECAN

30" PECAN

30" PECAN

30" PECAN

14" PEAR

15" OAK

36" PECAN

28" PECAN

15" OAK

18" PINE

18" PINE

24" PINE

12" PINE

18" PINE

18" PINE

18" PINE

18" PINE

16" PINE

20" PINE

30" PECAN

24" PINE

14" OAK

14" OAK

18" OAK

A

SPHA

LT PA

VEM

EN

T

WOODS LINE

WOODS LINE

EDG

E O

F A

SPHA

LT PA

VEM

EN

T

EVENT LAWN

SEATING

EVENT LAWN

SEATING

G A

. G

RI

D N

O

RT

H (E

A

ST

Z O

N E) tx t tx t tx t tx t tx t tx t tx t ð ð ð ð ð ð ð ð ð ð ð ð ð

Co

Sd2-F

St-2

Ss

Ds1 Ds2

ALL DISTURBED AREAS

Du

AS REQUIRED

Ds3

X X

X X

X X

X

X

X

X

X X

X X

X X X X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X

X

X

X X

X X

X X X X

X

X

X

X

X

X

X

X

X

Sd1-S

Sd1-S

Sd1-S

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

XXXXXXXXX

X

X X

X

X

X X

X

X X

X

X X

X X ð ð ð ð ð ð ð ð ð ð ð ð ð ð

100 YEAR FLOOD LINE

AS SCALED…