GCES PARKING ADDITIONS _ BUS LOOP 200dpi.pdf

PDF 40 MB Posted Jul 18, 2025

Attached to: Greene County School System - Paving Projects
Solicitation number: PE-66610-NONST-2026-000000012
Issued by: Greene County, Georgia

About this file

Written by GovTribe AI · Apr 30, 2026

This is a Site Development Plan and Construction Drawing set for Greene County Elementary School located at 1444 Meadow Crest Road, Greensboro, Georgia 30642, prepared by Georgia Civil, Inc. for the Greene County Board of Education. The project involves the redevelopment of approximately 24.59 acres of existing developed land to add parking facilities, a bus loop, sidewalks, and stormwater infrastructure. The disturbed area totals 4.88 acres within an A1 Agricultural zoning designation. The project is divided into multiple phases of construction, with initial, intermediate, and final phases outlined in a comprehensive construction sequence schedule spanning approximately seven months. The construction sequencing begins with a mandatory preconstruction meeting with the local issuing authority (City of Greensboro) and proceeds through site clearing, grubbing, topsoiling, grading operations, storm pipe installation, utility coordination, pavement installation, and final site stabilization. The design includes the provision of 85 new parking spaces in front parking areas and 85 additional spaces in rear parking areas, along with appropriate ADA-accessible spaces and associated signage. Two existing detention basins (Pond A and Pond B) have been analyzed and determined to be adequately sized for the additional impervious area with modifications required to Pond A's outlet control structure.

The project incorporates comprehensive Erosion, Sedimentation, and Pollution Control (ES&PC) measures compliant with Georgia's NPDES General Permit No. GAR100001 and the Manual for Erosion and Sediment Control in Georgia. Sediment storage of at least 67 cubic yards per acre of drainage area is required and provided through silt fencing and existing detention facilities across five identified drainage basins. The stormwater management system includes inlet sediment traps, flocculant and coagulant applications, filter rings, and storm drain outlet protection throughout the construction process. Pavement design specifies standard-duty asphalt with 6 inches of graded aggregate base, 2 inches of 19mm binder course, and 1.5 inches of 9.5mm wearing course over a compacted subgrade. Concrete work includes 4-inch standard-duty pedestrian concrete for sidewalks and 24-inch curb and gutter with fine broom finish and control joints at 10-foot intervals. All work must comply with federal, state, and local codes, and the contractor is responsible for utility location verification using private utility locators prior to any ground disturbance.

View the file

Other files

File	Type	Posted
bid tally sheet Greene paving projects.pdf	PDF	Jul 18, 2025
NEW ACCESS ROAD 120224_Reduced.pdf	PDF	Jul 18, 2025
Revised 2025_0929 RFP Greene Co paving projec.pdf	PDF	Jul 18, 2025
GCSS paving projects Pre_bid sign up sheet fi.pdf	PDF	Jul 18, 2025
DETAILS SHEET UPDATED 2025_1006.pdf	PDF	Jul 18, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Sheet Number

311 N. Main St, Ste. 101, Unit C P.O. Box 896 | Madison, GA 30650

P: 706.342.1104 www.georgiacivil.com

Sheet Title

DRAWN BY:

DRAWING

DATE:

CHECKED BY:

REVISIONS

DATE: DESCRIPTION:

This document and its reproduction are the property of Georgia Civil, Inc. and may not be reproduced, published, or used in whole or in part without the written consent of Georgia Civil, Inc.

Professional Seal

Project Information

( IN FEET )0105102040SCALE: 1" = 10'GRAPHIC SCALEGRAPHIC SCALE( IN FEET )010050100200400SCALE: 1" = 100'GRAPHIC SCALE( IN FEET )01000500100020004000SCALE: 1" =1000'GRAPHIC SCALE( IN FEET )020102040 80SCALE: 1" = 20'GRAPHIC SCALE( IN FEET )0200100200400 800SCALE: 1" = 200'GRAPHIC SCALE ( IN FEET )030153060120SCALE: 1" = 30'GRAPHIC SCALE( IN FEET )03001503006001200SCALE: 1" =300'GRAPHIC SCALE( IN FEET )040204080160SCALE: 1" = 40'GRAPHIC SCALE( IN FEET )04002004008001600SCALE: 1" = 400'GRAPHIC SCALE( IN FEET )0502550100200SCALE: 1" = 50'GRAPHIC SCALE( IN FEET )050025050010002000SCALE: 1" = 500'GRAPHIC SCALE( IN FEET )0603060120240SCALE: 1" = 60'GRAPHIC SCALE

1 2 3 4 5 6 7

S/ B

W C

R D

, G

: A1

- A

9/26/2025

MCS

MSF

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

LAND SURVEYING

7/18/25 CITY COMMENTS

VICINITY MAP

NOT TO SCALE

GPS COORDINATES

N 33°32'23.34" W 83°11'11.63" N 33.539816 W -83.186563

FLOOD MAP

NOT TO SCALE

071000036A

1444 MEADOW CREST RD

GREENSBORO, GA 30642

ZONING - A1- AGRICULTURAL

SITE DEVELOPMENT PLANS

FOR

GREENE COUNTY ELEMENTARY SCHOOL

PARKING ADDITIONS/ BUS LOOP

S H E E T I N D E X

APPROX.= APPROXIMATE

BLDG = BUILDING

BM = BENCH MARK

C&G = CURB AND GUTTER

CI = CURB INLET

C.L. = CHAIN LINK

CMP = CORRUGATED METAL PIPE

CO = CLEAN OUT

CPP = CORRUGATED PLASTIC PIPE

CTF = CRIMP TOP FOUND

DB = DEED BOOK

DIA = DIAMETER

DS = DOWNSPOUT

DWCB = DOUBLE WING CATCH BASIN

ES&PC = EROSION, SEDIMENTATION, AND

POLLUTION CONTROL

FDC = FIRE DEPARTMENT CONNECTION

FFE = FINISH FLOOR ELEVATION

FH = FIRE HYDRANT

FO = FIBER OPTIC

FT = FEET

GI = GRATE INLET

GM = GAS METER

GP = GUY POLE

GV = GAS VALVE

ICV = IRRIGATION CONTROL VALVE

IE = INVERT ELEVATION

IMP = IMPERVIOUS

IPF = IRON PIN FOUND

JB = JUNCTION BOX

LIA = LOCAL ISSUING AUTHORITY

LP = LIGHT POLE

NTS = NOT TO SCALE

OHE = OVER HEAD POWER

PB = PLAT BOOK

PG = PAGE

P = PROPERTY LINE

POB = POINT OF BEGINNING

PP = POWER POLE

PVC = POLYVINYL CHLORIDE PIPE

RBF = REBAR FOUND

RCP = REINFORCED CONCRETE PIPE

R/W = RIGHT OF WAY

SMH = STORM MANHOLE

SS = SANITARY SEWER

SSMH = SANITARY SEWER MANHOLE

SWCB = SINGLE WING CATCH BASIN

TC = TRAFFIC CONTROL BOX

TMP = TAX MAP PARCEL

W = WATER

WM = WATER METER

WV = WATER VALVE

= GAS METERGM S

= BM

= BM IDENTIFICATION

= CO

= DS

= FDC

= FENCE

= FH

FO = FO

= GAS LINE

= GP

= GAS VALVE

= GUY WIRE

= ICV

= IPF

= LIGHT BOX

= LP

= POWER (OVERHEAD)

= POWER BOX

= POWER METER

= PP

= SSMH

= SMH

= TC

= TRAFFIC WIRE

= WATER LINE

= WM

= WV

= H/C PARKING

= SIGN

TELECOMM

= TELE PEDESTAL

= TRANSFORMER= POWER (UNDERGROUND)

= GATE

GASGAS

OHEOHE

= SS LINESSSS

STRUCTURE=

STANDARD ABBREVIATIONS

STANDARD SYMBOLS

LEGEND

MONTH 1 MONTH 2

NOTIFY INSPECTOR 24 HOURS PRIOR TO CONSTRUCTION:

ACTIVITY

LAND DISTURBING ACTIVITY SHALL NOT COMMENCE PRIOR TO A PRECONSTRUCTION MEETING WITH THE LOCAL ISSUING AUTHORITY.BM

P' S

K W

ILL

ILD

, T

MONTH 7MONTH 3 MONTH 4 MONTH 5 MONTH 6

CONSTRUCTION SEQUENCE SCHEDULE

PRECONSTRUCTION MEETING WITH LOCAL ISSUING AUTHORITY

PERFORM INITIAL MONITORING

INSTALL CONSTRUCTION EXIT

INSTALL INITIAL SILT FENCE (PERIMETER SILT FENCE LOCATIONS FIRST)

PROVIDE ANY INITIAL MULCHING, GRASSING, OR OTHER GROUND COVER

BEGIN CLEARING, GRUBBING, TOPSOILING, AND GRADING OPERATIONS WITHIN LIMITS OF DETENTION POND INSTALL APPROPRIATE VEGETATIVE AND STRUCTURAL BMP'S (INLET / OUTLET PROTECTION, Fl-Co, ETC.)

INSTALL WHEEL WASH AND FUEL STORAGE LOCATION

COORDINATE SITE REVIEW MEETING WITH ENGINEER AND LOCAL ISSUING AUTHORITY

INSTALL STORM PIPE SYSTEMS WITH PROTECTED INLETS (SD2'S)

THROUGHOUT LAND DISTURBANCE PROCESS, MAINTAIN EX. BMP'S (VEGETATIVE AND STRUCTURAL)

THROUGHOUT LAND DISTURBANCE PROCESS, CONTINUE NPDES MONITORING AND REPORTING

BEGIN REMAINING CLEARING, GRUBBING, TOPSOILING, AND GRADING OPERATIONS

AS AREAS ARE BROUGHT TO FINISH GRADE, GRASS / BLANKET ANY AREAS THAT ARE FINISH GRADE OR THAT WILL BE LEFT BARE FOR 7 DAYS PERFORM REMAINING GRADING (ADJUST STORM RISERS WITH GRADE CHANGE(S) AND ADJUST ALL SD2'S)

EACH FILL SLOPE SHALL HAVE A DIVERSION AT THE TOP THAT IS MAINTAINED AND REINSTALLED AS THE SLOPE IS CONSTRUCTED

CONTINUE FLOCCULANT / COAGULANT APPLICATIONS (EVERY 7 DAYS THROUGHOUT PROJECT)

INSTALL REMAINING STORM SYSTEM(S) AS GRADES ARE ACHIEVED

IMMEDIATELY INSTALL EACH STORM STRUCTURE WITH ASSOCIATED SD2'S AND ADD FLOC LOGS TO EACH STORM STRUCTURE GRASS / MULCH / Fl-Co DISTURBED AREAS AND INSTALL ASSOCIATED INTERMEDIATE BMP'S

INSTALL GAB THROUGHOUT PARKING AREA UP TO DESIGNATED LINE

INSTALL REMAINING GAB

INSTALL CURB AND GUTTER

GRASS / MULCH / Fl-Co DISTURBED AREAS AND INSTALL ASSOCIATED INTERMEDIATE BMP'S

INSTALL PAVEMENT

FINISH GRADE SHOULDERS AND STABILIZE DISTURBED AREAS WITH PERMANENT VEGETATION

CONTINUE TO APPLY FLOCCULENT / COAGULANT APPLICATIONS, MULCHING, AND GRASSING AT EACH STEP TO LIMIT SOIL EXPOSURE

THROUGHOUT LAND DISTURBANCE PROCESS, MAINTAIN EX. BMP'S (VEGETATIVE AND STRUCTURAL)

THROUGHOUT LAND DISTURBANCE PROCESS, CONTINUE NPDES MONITORING AND REPORTING

COMPLETE PAVING OPERATIONS

ACHIEVE FINAL SITE STABILIZATION

COORDINATE SITE REVIEW MEETING WITH ENGINEER AND/OR LOCAL ISSUING AUTHORITY INSPECTOR

CLEAN SILT FROM ALL STORM SYSTEMS (DISTRIBUTE ON SITE AND STABILIZE)

REMOVE ANY TEMPORARY BMP PRACTICES ONCE SITE STABILIZATION IS ACHIEVED AND SIGNED OFF BY ENGINEER

COORDINATE SITE REVIEW MEETING WITH ENGINEER FOR FINAL SITE APPROVAL

Utilities/Services shown are for Contractors' convenience. Items are shown schematically and neither the site design professional nor the owner assumes any responsibility for variances in their actual location. This plan may not show and/or may incorrectly show utilities located on site. Contractor shall be responsible to secure and use the services of a private utility locator firm during the entire course of work and shall pay for said services.

Contractor shall locate utilities prior to any disturbance (including field verifying location and depth of utilities that are to be saved and protected). Contractor shall notify the site design professional of any utility conflicts prior to installation of new utilities, grading, etc. The Contractor, at their expense, shall be responsible to repair, replace and/or relocate, as necessary, any utilities damaged, whether shown or not. Abandonment, relocation, etc. of utilities shall be coordinated with the respective utility company.

Contact 811 before you dig www.Georgia811.com

COVER SHEET

CV-1.0

OWNER/DEVELOPER

CONTRACTOR

SITE DESIGNER

SURVEYOR

COMPANY: TBD

ADDRESS: TBD

TBD

CONTACT: TBD

PHONE: TBD

EMAIL: TBD

COMPANY: GREENE COUNTY B.O.E.

ADDRESS: 101 EAST 3RD ST.

GREENESBORO, GA 30642

PHONE: (706) 454-1029

CONTACT: RALPH BOSWELL

EMAIL:RALPH.BOSWELL@GREENE.K12.GA.US

COMPANY: GEORGIA CIVIL, INC.

ADDRESS: P.O. BOX 896

MADISON, GA 30650

PHONE: 706.342.1104

COMPANY: GEORGIA CIVIL, INC.

SURVEYOR: BRIAN SLATE

ADDRESS: P.O. BOX 896

MADISON, GA 30650

PHONE: 706.342.1104

LEVEL II CERTIFIED

DESIGN PROFESSIONAL

- EXP. 05.01.2026

JASON P. BROWN

#53274

24-HOUR CONTACT

JASON BROWN

(770) 713-9972

#GSWCC CHECKLIST NUMBER (TYP) SITE INFORMATION

A PORTION OF THE EXISTING 24.59 AC OF DEVELOPED LAND WILL BE REDEVELOPED FOR ADDITIONAL

PARKING, A BUS LOOP, SIDEWALKS, AND STORMWATER INFRASTRUCTURE.

ZONING (PER LOCAL JURISDICTION) A1- AGRICULTURAL

LOCAL JURISDICTION CITY OF GREENSBORO

PROPERTY AREA 24.59 AC

DISTURBED AREA 4.88 AC

MINIMUM LOT SIZE 1.5 AC

MINIMUM LOT WIDTH 150'

MINIMUM FRONT SETBACK 40'

MINIMUM SIDE SETBACK 15'

MINIMUM REAR SETBACK 40'

MINIMUM OPEN SPACE N/A

MAXIMUM IMPERVIOUS 25%

MISCELLANEOUS INFORMATION

SIGNAGE SIGNAGE SHALL BE HANDLED UNDER A SEPARATE PERMIT

SITE LIGHTING

SITE LIGHTING IS NOT A PART OF THE CIVIL PLANS (SITE WORK CONSTRUCTION

DRAWINGS). SIGHT LIGHTING PROVIDED BY OTHERS UNDER SEPARATE COVER

SOIL SERIES

CCD2- CATAULA- CECIL COMPLEX, 6% TO 15% SLOPES, MODERATELY ERODED

CHA- CHEWACLA SILT LAOM, 0 TO 2% SLOPES, FREQUENTLY FLOODED

LDB2- LLOYD GRAVELLY LAOM, 2% TO 6% SLOPES, MODERATELY ERODED

LDD2- LLOYD GRAVELLY LAOM 6% TO 15% SLOPES, MODERATELY ERODED

FLOOD PLAIN

THERE IS NO FLOODPLAIN ON THIS PROPERTY AS PER FIRM PANEL 13133C0191B DATED

12/17/2010. NO WORK IS BEING DONE WITHIN A FLOODPLAIN. THE PROPERTY SHOWN

HEREON LIES WITHIN ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA.

STATE WATERS

THERE ARE NO STATE WATERS PRESENT ON THIS SITE.

THERE ARE NO STATE WATERS PRESENT WITHIN 200' OF THIS SITE

THERE ARE NO STREAM BUFFERS ON THIS PROPERTY

HYDROLOGY

THE (2) DEVELOPED POST BASINS AND ASSOCIATED CONSTRUCTED DETENTION BASINS

WERE ANALYZED FOR THE ADDITION OF TWO PARKING LOTS, ONE LOCATED IN EACH POST

BASIN. POND A WAS DETERMINED TO BE ADEQUATELY SIZED FOR THE ADDITIONAL

IMPERVIOUS AREA AND LAND USE CHANGE WITH CHANGES REQUIRED TO THE

ASSOCIATED OUTLET CONTROL STRUCTURE. POND B WAS DETERMINED TO BE

ADEQUATELY SIZED AND TO HAVE A CONSTRUCTED OUTLET CONTROL STRUCTURE THAT

WILL FUNCTION AS REQUIRED FOR THE ADDITIONAL IMPERVIOUS AREA AND LAND USE

CHANGE WITHIN THE ASSOCIATED POST BASIN. CHANNEL PROTECTION AND WATER

QUALITY MEASURES ARE PROVIDED WITHIN EACH DETENTION BASIN.

WETLANDS THERE ARE NO WETLANDS BEING DISTURBED ON THIS SITE.

THE DESIGN PROFESSIONAL, WHOSE SEAL APPEARS HEREON, CERTIFIES THE FOLLOWING:

1) THE NATIONAL WETLANDS INVENTORY MAPS HAVE BEEN CONSULTED AND, 2) THE

APPROPRIATE PLAN SHEET DOES INDICATE WETLANDS AS SHOWN ON THE MAP. AND 3) IF

WETLANDS ARE INDICATED, THE LAND OWNER OR DEVELOPER HAS BEEN ADVISED THAT

LAND DISTURBANCE OF PROTECTED WETLANDS SHALL NOT OCCUR UNLESS

APPROPRIATE FEDERAL WETLANDS ALTERATION (SECTION 404) PERMIT HAS BEEN

OBTAINED.

IF WETLANDS ARE IMPACTED BY THIS DEVELOPMENT, A CORPS OF ENGINEERS PERMIT

SHALL BE OBTAINED PRIOR TO DISTURBANCE. ONCE ATTAINED, A COPY OF THE WETLAND

PERMIT SHALL BE KEPT ON SITE AT ALL TIMES. UPON THE CORPS OF ENGINEERS

APPROVAL, A SEPARATE COPY OF THE PERMIT SHALL BE SUBMITTED TO THE LIA.

PROJECT LOCATION

Sheet Number Sheet Title

CV-1.0 COVER SHEET

S-1 AS-BUILT SURVEY

S-2 AS-BUILT SURVEY

C-1.0 GENERAL NOTES

C-2.0 DEMOLITION AND REMOVAL PLAN

C-2.1 LAYOUT & STAKING PLAN OVERALL SITE VIEW

C-2.2 LAYOUT & STAKING PLAN ENLARGEMENT VIEWS

C-3.0 GRADING PLAN OVERALL SITE VIEW

C-3.1 GRADING PLAN ENLARGEMENT VIEWS

C-4.0 STORMWATER MANAGEMENT PLAN OVERALL SITE VIEW

C-4.1 STORMWATER MANAGEMENT PLAN ENLARGEMENT VIEWS

C-4.2 STORMWATER MANAGEMENT PROFILES

C-4.3 STORMWATER MANAGEMENT DETAILS

C-6.0 EROSION SEDIMENTATION AND POLLUTION CONTROL NOTES

C-6.1 EROSION SEDIMENTATION AND POLLUTION CONTROL NOTES

C-6.2 INITIAL PHASE ES&PC PLAN OVERALL SITE VIEW

C-6.3 INITIAL PHASE ES&PC PLAN ENLARGEMENT VIEWS

C-6.4 INTERMEDIATE PHASE ES&PC PLAN OVERALL SITE VIEW

C-6.5 INTERMEDIATE PHASE ES&PC ENLARGEMENT VIEWS

C-6.6 FINAL PHASE S&PC OVERALL SITE VIEW

C-6.7 FINAL PHASE ES&PC ENLARGEMENT VIEWS

C-6.8 EROSION SEDIMENTATION AND POLLUTION CONTROL DETAILS

C-6.9 EROSION SEDIMENTATION AND POLLUTION CONTROL DETAILS

C-8.0 SITE DETAILS

S S

X X

X X X

X X

X X X X X

X X

XXXXXX

X X

= COMPUTED POINT

= IRON PIN SET (1/2" REBAR)

= CONTROL POINT

= IRON PIN FOUND

= IRRIGATION CONTROL VALVE

H.W. = HEAD WALL

C.I.

= DOUBLE WING CATCH BASIN

C.I. = SINGLE WING CATCH BASIN

= FIRE HYDRANT

G = GAS METER

G = GAS VALVE

E = ELECTRIC BOX

E = ELECTRIC METER

LP = LIGHT POLE

ET = ELECTRIC TRANSFORMER

S = SANITARY SEWER MAN HOLE

CO = CLEAN OUT

D = DRAINAGE MANHOLE

= DRAIN INLET

= PIPE

--X-- = FENCE LINE

APPROX. = APPROXIMATE

CLF = CHAIN LINK FENCE

DWCB = DOUBLE WING CATCH BASIN

EX. = EXISTING

GI = GRATE INLET

HDPE = HIGH DENSITY POLYETHYLENE

HVAC = HEATING & AIR CONDITIONER UNIT

HW = HEADWALL

IE = INVERT ELEVATION

JB = JUNCTION BOX

LP = LIGHT POLE

OCS = OUTLET CONTROL STRUCTURE

PDI = PEDESTAL DROP INLET

PVC = POLYVINYL CHLORIDE PIPE

RCP = REINFORCED CONCRETE PIPE

SMH = SANITARY SEWER MANHOLE

SWCB = SINGLE WING CATCH BASIN

WQB = WATER QUALITY BOX

W =WATER VAULT

W = WATER METER

W = WATER VALVE

EX. HW

IE=603.82

EX. HW

IE=588.39

TOP=658.94

IEout=655.10

EX. JB

TOP=659.19

IEin(a)=654.48 IEin(b)=654.44 IEout=653.81

18"HDPE

EX. OCS

TOP=641.19

IEout=632.15 SKIMMER

EX. WQB

TOP=645.27

IEin=631.84 IEout=631.62

EX. HW

IE=631.24 30"RCP

30"RCP

18"RCP

EX. SWCB

TOP=643.27

IEout=639.37

EX. SWCBTOP=644.19IEin=638.88IEout=635.02 EX . H

.74

24"RCP

24"HDPE

18"RCP

EX. DWCB

TOP=641.47

IEout=634.01

EX. JB

TOP=645.14

IEin(a)=633.45 IEin(b)=639.56 IEin(c)=639.09 IEout=632.87

18"HDPE

EX. GI

TOP=646.87

IEin=642.21 IEout=639.97

18"HDPE

EX. GI

TOP=649.48

IEin=644.54 IEout=644.47

EX. GI

TOP=651.96

IEin=647.61 IEout=646.91

RIPRAP

(a) (b)

(c)

EX. HW

IE=636.20

24"RCP

EX. DWCBTOP=650.03IEin(a)=642.66IEin(b)=641.93IEout=636.58

24"RCP

(a)

(b)

EX. DWCBTOP=650.00IEin=642.67IEout=642.50

EX. DWCBTOP=650.19IEin=644.33IEout=644.33

EX. DWCBTOP=650.27IEin(a)=644.04IEin(b)=642.60IEout=642.49

EX. SWCB

TOP=650.41

IEin=643.97 IEout=643.94

EX. PDITOP=649.90IEout=644.75

(a)

(b) 24"HDPE

24"RCP

EX. JBTOP=650.78IEin(a)=643.90IEin(b)=644.54IEout=643.57

(a) (b)

18"RCP

EX. GITOP=653.04IEin(a)=647.61IEin(b)=644.43IEout=644.36

(a) (b)

EX. GITOP=652.95IEin=647.78IEout=647.78

EX. GITOP=653.23IEin=649.02IEout=648.93

EX. GITOP=655.42IEin=650.72IEout=650.61

EX. GITOP=655.43IEout=650.98

18"RCP

EX. SWCB

TOP=655.78

IEin=650.78 IEout=650.28

EX. SWCB

TOP=655.92

IEin=651.33 IEout=651.23

(a)

(b)

24"RCP APPROX. DIR.

TERMINUS UNKNOWN

. D

W N

. D

36"RCP

30"HDPE

24"RCP24"RCP24"RCP

18"HDPE

APPROX. DIR.

TERMINUS UNKNOWN

15"HDPE

15"PVC

15"RCP

15"HDPE

EX. GITOP=652.98

IEin=647.56

IEout=647.52

EX. GI

TOP=653.65

IEout=648.20

EX. GITOP=652.99IEin=648.22IEout=648.10

EX. GITOP=653.35IEin=648.65IEout=648.57

EX. GITOP=653.73IEin=649.57IEout=649.40 EX. JBTOP=652.88 IEin(a)=647.02

IEin(b)=647.22 IEin(c)=646.80

IEout=646.36

EX. JBTOP=653.69IEin=648.93IEout=648.75

EX. JB

TOP=651.87

IEin(a)=645.77 IEin(b)=640.85 IEout=635.89

EX. JB

TOP=631.21

IEin(a)=623.24 IEin(b)=626.49 IEout=619.87

EX. JBTOP=621.00IEin=614.05IEout=604.10

EX. OCS

TOP=607.74

IEout=597.22

EX. JB

TOP=608.29

IEin=596.81 IEout=595.20

EX. JB

TOP=597.78

IEin=593.26 IEout=588.61

(a)

(b)

(a)

(b)

(a)

(b)

(c)

CO CO

COCO

18"HDPE

EX. GI

TOP=653.92

IEout=646.66

EX. HGI

TOP=652.35

IEin=646.21 IEout=645.90

EX. PDI

TOP=649.51

IEin=642.27 IEout=640.17

FIRE WTR. METER

EX. JB

TOP=652.75

IEin(a)=646.34 IEin(b)=644.38 IEout=643.47

(a) (b)

STUB

GATE

6'C

6'CLF

6'C

6'CLF

CLF

ELEV.=640.19'

WEIR WIDTH=0.75'

IE=635.89'

BOTTOM OF OCS

IE=631.74

TOP VIEW

FRONT VIEW

ALL MEASURED FROM TOP OF OCS

CIRCULAR ORIFICE

SIZE=3"PVC

IE=632.66'

ELEV.=640.69'

DIM=4.80'

OUTLET PIPE

TYPE=RCP

SIZE=30"

IE=632.15'

POND 1

OCS DETAIL

N.T.S.

TOP ELEV.=641.19'

ELEV.=606.74'

WEIR WIDTH=0.80'

IE=603.52'

BOTTOM OF OCS

IE=596.83'

TOP VIEW

FRONT VIEW

ALL MEASURED FROM TOP OF OCS

CIRCULAR ORIFICE

SIZE=4"PVC

IE=600.79'

ELEV.=607.24'

DIM= 4.80'

OUTLET PIPE

TYPE=RCP

SIZE=24"

IE=597.22'

POND 2

OCS DETAIL

N.T.S.

TOP ELEV.=607.74'

644 646

638636

644646

652652

652 652

638 636

602604

606608

604606

4626628

60260460660

594596598

598 596

SIGN

LEGEND

CONC = CONCRETE

HGI = HOODED GRATE INLET

CONC

PAVEMENT PAVEMENT

PAVEMENT

CONC

GRAVEL

WALL

EX. GITOP=653.05IEin=644.77IEout=644.69

EX. GI

TOP=651.66

IEin=645.17 IEout=645.12

EX. GI

TOP=646.42

IEin=642.47 IEout=642.32

EX.HW

IE=632.71

= GATE POST

COSTORMCO

SSS

EX. SMHTOP=652.86

IEin(a)=649.33

IEin(b)=649.33 IEin(c)=649.37

IEout=649.37

(b ) (c)

EX. SMH

TOP=653.83

IEin=649.67 IEout=649.55

EX. SMHTOP=649.84

IEin=639.24

IEout=639.12

EX. SMHTOP=650.52

IEin(a)=639.86

IEin(b)=639.92 IEout=639.78

10"PVC

APPROX. DIR.

UNKNOWN TERMINUS

(a) (b)

EX. SMHTOP=652.96

IEin(a)=641.48

IEin(b)=641.43 IEout=641.20

8"P

6"PVC

(a) (b)

EX. SMHTOP=652.08IEin(a)=644.50IEin(b)=644.74IEout=644.44 (a)

EX. SMHTOP=652.17IEin=645.68IEout=645.50

(a)

6"PVC

6"PVC4"PVC

APPROX. DIR.

UNKNOWN TERMINUS

4"PVC

6"PVC

4.2

10"PVC

G = GREASE TRAP

ARV

FFE=654.24

4.2

FFE=654.24

4.2

FFE=654.20

X X

COCO

15"HDPE

4"P

15"HDPE

18"HDPE

15"

HDPE

EX. GITOP=652.58IEin=648.14IEout=647.85

EX. GITOP=653.34IEin=649.51IEout=649.39

EX. GITOP=653.41IEin=649.85IEout=649.82

EX. GI

TOP=653.69

IEin(a)=649.61 IEin(b)=649.55 IEout=647.50

(a)

(b)

EX. JB

TOP=652.21

IEin=646.56 IEout=646.52

EX. GI

TOP=654.17

IEin=651.24 IEout=650.66

EX. GI

TOP=653.27

IEout=652.52

EX. GI

TOP=654.91

IEin=650.92 IEout=650.80

EX. GI

TOP=655.64

IEin=652.36 IEout=652.22

EX. GI

TOP=655.63

IEout=652.91

EX. GI

TOP=653.30

IEout=649.82

EX. GI

TOP=653.77

IEin=649.14 IEout=649.02

EX. GI

TOP=652.91

IE NO ACCESSEX. GI

TOP=653.13

IE(a)=648.11 IE(b)=647.00 IEout=646.58

EX. GI

TOP=654.29

IEin=650.37 IEout=649.17

EX. GI

TOP=661.49

IEin=657.74 IEout=656.12

EX. GI

TOP=664.87

IEin=658.67 IEout=658.63

GATE

18"CMP

APPROX. DIR.

TERMINUS UNKNOWN

(a)

(b)

SHEET S-2

MATCHLINE

SHEET S-1

SHEET S-2

MATCHLINE

SHEET S-1

POND 2

POND 1

6"PVC

STORMCO

6"PVC

24"C&G

24"C&G 24"C&G

24"C&G

ASPHALT

ZONED: A1

TMP: 071000036A

GREENE COUNTY SCHOOL DISTRICT

DB 1426, PG 572 / PB 2022, PG 107

6'C

6'CLF

6'C

6'CLF

4'CLF

4'C

6'C

EX.

UNKNOWN

MANHOLE

CONCRETE

OYEVR ALS

N A

S D

NAIR U

No. 2629

.G B

E O R GI

P R O F E S S IO N AL

SURVEY NOTES:

1. THE DATUM FOR THIS SITE WAS ESTABLISHED UTILIZING GLOBAL POSITIONING SYSTEMS AND THE BASED REFERENCE FRAME ON POSITIONAL VALUES FOR THE VIRTUAL REFERENCE STATION NETWORK DEVELOPED BY EGPS SOLUTIONS. THE HORIZONTAL DATUM IS GEORGIA STATE PLANE EAST ZONE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83).

2. THE VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE. SUBJECT AND ADJACENT

PROPERTY OWNERS' DEED AND PLAT REFERENCES WERE OBTAINED BY GEORGIA CIVIL, INC. AND ARE NOT

GUARANTEED AS TO ACCURACY NOR COMPLETENESS.

4. STRUCTURES VISIBLE ON THE DATE OF THE SURVEY ARE AS SHOWN HEREON. ALL LOCATIONS ARE

ACCURATE ONLY WHERE DIMENSIONED.

5. UTILITIES, AS SHOWN HEREON, ARE BASED ON ABOVE GROUND VISIBLE EVIDENCE ONLY. THE SURVEYOR

DOES NOT WARRANT THE EXACT SIZE, TYPE, LOCATION, ACCURACY OR THOROUGHNESS OF THE

INFORMATION CONCERNING THE ABOVE/UNDERGROUND UTILITIES AND STRUCTURES. NO GUARANTEE IS

MADE THAT OTHER UTILITIES MAY EXIST ON THE SITE, THAT MAY NOT BE SHOWN.

6. THE FIELD DATA UPON WHICH THIS MAP OR PLAT IS BASED HAS AN AVERAGE RELATIVE ACCURACY OF 0.03

FEET AT A 95% CONFIDENCE LEVEL AND HAS NOT BEEN ADJUSTED. THE LINEAR AND ANGULAR

MEASUREMENTS SHOWN ON THIS PLAT WERE OBTAINED BY UTILIZING A GEOMAX ROBOTIC TOTAL STATION AND A CARLSON BRx7 GPS UNIT (MFG#192.168.10.1) IN THE PREPARATION OF THIS PLAT. THE FIELD

MEASUREMENTS WERE COMPLETED ON 09/02/2025.

7. THIS PROPERTY IS SUBJECT TO ALL RIGHT OF WAYS AND EASEMENTS OF RECORD.

8. THIS PLAT, MAP, OR PLAN HAS BEEN COMPLETED FOR THE USE AND PURPOSE OF THE CLIENT ASCRIBED

AND CONTRACTED WITH HEREON. ALL OTHER PARTIES ARE SUBSEQUENTLY PUT ON NOTICE AS TO THE

LIMITED DEGREE OF RELIANCE UPON THIS PLAT BY THIRD PARTIES.

9. THE TOPOGRAPHICAL INFORMATION, SHOWN HEREON, IS BASED ON FIELD SURVEYED DATA, ELEVATIONS

SHOWN ARE BASED ON NAVD88 (COMPUTED USING GEOID18).

T N

Sheet Number

311 North Main Street, Unit C, Suite 101 P.O. Box 896 | Madison, GA 30650 P: 706.342.1104 | C: 706.201.0996 www.georgiacivil.com

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

LAND SURVEYING

Sheet Title

DRAWN BY:

DRAWING

DATE:

CHECKED BY:

REVISIONS

DATE: DESCRIPTION:

This document and its reproduction are the property of Georgia Civil, Inc. and may not be reproduced, published, or used in whole or in part without the written consent of Georgia Civil, Inc.

Project Information

SURVEYED:

CREW CHIEF:

SCALE:

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32

"THE SURVEY WAS PREPARED IN

CONFORMITY WITH THE TECHNICAL

STANDARDS FOR PROPERTY SURVEYS IN

GEORGIA AS SET FORTH IN CHAPTER 180-7

OF THE RULES OF THE GEORGIA BOARD

OF REGISTRATION FOR PROFESSIONAL

ENGINEERS AND LAND SURVEYORS AND

THE OFFICIAL CODE OF GEORGIA

ANNOTATED (OCGA) 15-6-67, AS AMENDED

BY HB1004 (2016)".

CERTIFICATE OF AUTHORIZATION LSF001055

SURVEYED BY:

G. BRIAN SLATE, RLS#2629

C: 706-201-0996 bslate@georgiacivil.com

GEORGIA PROFESSIONAL LAND SURVEYOR, RLS#2629

PROJECT #:

3r d G .M

. D

05/19/2025

06/09/2025

GBS

09/03/2025 ADDITIONAL TOPO

1"=40'

AS-BUILT

SURVEY

S-1

25GCS001

0 40 80 120

GRAPHIC SCALE

(IN FEET) SCALE: 1'' = 40'

THIS PLAT CONSTITUTES AN AS-BUILT SURVEY ONLY AND DOES

NOT CONSTITUTE A BOUNDARY SURVEY. THE SURVEYOR'S

CERTIFICATION EXTENDS ONLY TO THE TOPOGRAPHIC ASPECTS.

THIS PLAT SHALL NOT BE RECORDED NOR USED TO CONVEY

PROPERTY.

SITE MAP

N.T.S.

SITE

STATE PLANE COORDINATES-GA EAST-NAD 83

POINT NORTHING EASTING ELEV DESC

ELEVATIONS SHOWN IN FEET-NAVD 88-GEOID12A

COORDINATE TABLE

100 1289029.43040 345297.91720 660.16 MAG NAIL

101 1288626.76480 345100.27220 650.28 MAG NAIL

102 1288310.74540 345040.50010 640.32 MAG NAIL

103 1288271.38060 345685.01400 651.66 MAG NAIL

104 1288674.02160 345874.52890 652.29 MAG NAIL

NOT FOR RECORDING

S S

X X

X X X

X X

= COMPUTED POINT

= IRON PIN SET (1/2" REBAR)

= CONTROL POINT

= IRON PIN FOUND

= IRRIGATION CONTROL VALVE

H.W. = HEAD WALL

C.I.

= DOUBLE WING CATCH BASIN

C.I. = SINGLE WING CATCH BASIN

= FIRE HYDRANT

G = GAS METER

G = GAS VALVE

E = ELECTRIC BOX

E = ELECTRIC METER

LP = LIGHT POLE

ET = ELECTRIC TRANSFORMER

S = SANITARY SEWER MAN HOLE

CO = CLEAN OUT

D = DRAINAGE MANHOLE

= DRAIN INLET

= PIPE

--X-- = FENCE LINE

APPROX. = APPROXIMATE

CLF = CHAIN LINK FENCE

DWCB = DOUBLE WING CATCH BASIN

EX. = EXISTING

GI = GRATE INLET

HDPE = HIGH DENSITY POLYETHYLENE

HVAC = HEATING & AIR CONDITIONER UNIT

HW = HEADWALL

IE = INVERT ELEVATION

JB = JUNCTION BOX

LP = LIGHT POLE

OCS = OUTLET CONTROL STRUCTURE

PDI = PEDESTAL DROP INLET

PVC = POLYVINYL CHLORIDE PIPE

RCP = REINFORCED CONCRETE PIPE

SMH = SANITARY SEWER MANHOLE

SWCB = SINGLE WING CATCH BASIN

WQB = WATER QUALITY BOX

W =WATER VAULT

W = WATER METER

W = WATER VALVE

EX. GI

TOP=658.94

IEout=655.10

EX. JB

TOP=659.19

IEin(a)=654.48 IEin(b)=654.44 IEout=653.81

18"HDPE

EX. GI

TOP=661.53

IEin=655.44 IEout=655.38

18"RCP

EX. OCS

TOP=641.19

IEout=632.15 SKIMMER

EX. WQB

TOP=645.27

IEin=631.84 IEout=631.62

EX. HW

IE=631.24 30"RCP

30"RCP

18"RCP

EX. SWCB

TOP=643.27

IEout=639.37

EX. SWCBTOP=644.19IEin=638.88IEout=635.02 EX . H

.74

18"HDPE

EX. GI

TOP=649.48

IEin=644.54 IEout=644.47

EX. GI

TOP=651.96

IEin=647.61 IEout=646.91

RIPRAP

EX. HW

IE=636.20

24"RCP

EX. DWCBTOP=650.03IEin(a)=642.66IEin(b)=641.93IEout=636.58

24"RCP

(a)

(b)

EX. DWCBTOP=650.00IEin=642.67IEout=642.50

EX. DWCBTOP=650.19IEin=644.33IEout=644.33

EX. DWCBTOP=650.27IEin(a)=644.04IEin(b)=642.60IEout=642.49

EX. SWCB

TOP=650.41

IEin=643.97 IEout=643.94

EX. PDITOP=649.90IEout=644.75

(a)

(b) 24"HDPE

24"RCP

EX. JBTOP=650.78IEin(a)=643.90IEin(b)=644.54IEout=643.57

(a) (b)

18"RCP

EX. GITOP=653.04IEin(a)=647.61IEin(b)=644.43IEout=644.36

(a)

(b)

EX. GITOP=652.95IEin=647.78IEout=647.78

EX. GITOP=653.23IEin=649.02IEout=648.93

EX. GITOP=655.42IEin=650.72IEout=650.61

EX. GITOP=655.43IEout=650.98

18"RCP

EX. SWCB

TOP=655.78

IEin=650.78 IEout=650.28

EX. SWCB

TOP=655.92

IEin=651.33 IEout=651.23

(a)

(b)

EX. SWCB

TOP=663.28

IEout=656.51

24"RCP APPROX. DIR.

TERMINUS UNKNOWN

. D

APPROX. DIR.

TERMINUS UNKNOWN

15"HDPE

15"PVC

15"RCP

15"HDPE

EX. GITOP=652.98

IEin=647.56

IEout=647.52

EX. GI

TOP=653.65

IEout=648.20

EX. GITOP=652.99IEin=648.22IEout=648.10

EX. GITOP=653.35IEin=648.65IEout=648.57

EX. GITOP=653.73IEin=649.57IEout=649.40 EX. JBTOP=652.88 IEin(a)=647.02

IEin(b)=647.22 IEin(c)=646.80

IEout=646.36

EX. JBTOP=653.69IEin=648.93IEout=648.75

(a)

(b)

(c)

CO CO

COCO

EX. GI

TOP=653.92

IEout=646.66

EX. JB

TOP=652.75

IEin(a)=646.34 IEin(b)=644.38 IEout=643.47

(a) (b)

6'C

CLF

ELEV.=640.19'

WEIR WIDTH=0.75'

IE=635.89'

BOTTOM OF OCS

IE=631.74

TOP VIEW

FRONT VIEW

ALL MEASURED FROM TOP OF OCS

CIRCULAR ORIFICE

SIZE=3"PVC

IE=632.66'

ELEV.=640.69'

DIM=4.80'

OUTLET PIPE

TYPE=RCP

SIZE=30"

IE=632.15'

POND 1

OCS DETAIL

N.T.S.

TOP ELEV.=641.19'

ELEV.=606.74'

WEIR WIDTH=0.80'

IE=603.52'

BOTTOM OF OCS

IE=596.83'

TOP VIEW

FRONT VIEW

ALL MEASURED FROM TOP OF OCS

CIRCULAR ORIFICE

SIZE=4"PVC

IE=600.79'

ELEV.=607.24'

DIM= 4.80'

OUTLET PIPE

TYPE=RCP

SIZE=24"

IE=597.22'

POND 2

OCS DETAIL

N.T.S.

TOP ELEV.=607.74'

644 646

638636

644646

652 652

4626628

SIGN

LEGEND

CONC = CONCRETE

HGI = HOODED GRATE INLET

PAVEMENT

EX. GITOP=653.05IEin=644.77IEout=644.69

EX. GI

TOP=651.66

IEin=645.17 IEout=645.12

= GATE POST

COSTORMCO

EX. SMH

TOP=653.83

IEin=649.67 IEout=649.55

EX. SMHTOP=652.08IEin(a)=644.50IEin(b)=644.74IEout=644.44 (a)

EX. SMHTOP=652.17IEin=645.68IEout=645.50

GAPPROX. DIR.

UNKNOWN TERMINUS

4"PVC

6"PVC

4.2

G = GREASE TRAP

FFE=654.24

4.2

FFE=654.24

4.2

FFE=654.20

X X

COCO

15"HDPE

4"P

15"HDPE

18"RCP

18"HDPE

15"

HDPE

EX. GITOP=652.58IEin=648.14IEout=647.85

EX. GITOP=653.34IEin=649.51IEout=649.39

EX. GITOP=653.41IEin=649.85IEout=649.82

EX. GI

TOP=653.69

IEin(a)=649.61 IEin(b)=649.55 IEout=647.50

(a)

(b)

EX. JB

TOP=652.21

IEin=646.56 IEout=646.52

EX. GI

TOP=654.17

IEin=651.24 IEout=650.66

EX. GI

TOP=653.27

IEout=652.52

EX. GI

TOP=654.91

IEin=650.92 IEout=650.80

EX. GI

TOP=655.64

IEin=652.36 IEout=652.22

EX. GI

TOP=655.63

IEout=652.91

EX. GI

TOP=653.30

IEout=649.82

EX. GI

TOP=653.77

IEin=649.14 IEout=649.02

EX. GI

TOP=652.91

IE NO ACCESSEX. GI

TOP=653.13

IE(a)=648.11 IE(b)=647.00 IEout=646.58

EX. GI

TOP=654.29

IEin=650.37 IEout=649.17

EX. GI

TOP=661.49

IEin=657.74 IEout=656.12

EX. GI

TOP=664.87

IEin=658.67 IEout=658.63

EX. SWCB

TOP=666.88

IEout=659.22

C 6"

S S

EX. SMH

TOP=654.03

IEin=648.24 IEout=648.04

XXXX GATE

GATE

6' CLF

18"CMP

APPROX. DIR.

TERMINUS UNKNOWN

(a)

(b)

SHEET S-2

MATCHLINE

SHEET S-1

SHEET S-2

MATCHLINE

SHEET S-1

POND 1

6"PVC

STORMCO

6"PVC

24"C&G

24"C&G 24"C&G

24"C&G

CONCRETE

ASPHALT

ZONED: A1

TMP: 071000036A

GREENE COUNTY SCHOOL DISTRICT

DB 1426, PG 572 / PB 2022, PG 107

6'C

6'CLF

6'C

6'CLF

4'CLF

4'C

CONCRETE

OYEVR ALS

N A

S D

NAIR U

No. 2629

.G B

E O R GI

P R O F E S S IO N AL

SITE MAP

N.T.S.

SITE

STATE PLANE COORDINATES-GA EAST-NAD 83

POINT NORTHING EASTING ELEV DESC

ELEVATIONS SHOWN IN FEET-NAVD 88-GEOID12A

COORDINATE TABLE

SURVEY NOTES:

2. THE VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE. SUBJECT AND ADJACENT

PROPERTY OWNERS' DEED AND PLAT REFERENCES WERE OBTAINED BY GEORGIA CIVIL, INC. AND ARE NOT

GUARANTEED AS TO ACCURACY NOR COMPLETENESS.

4. STRUCTURES VISIBLE ON THE DATE OF THE SURVEY ARE AS SHOWN HEREON. ALL LOCATIONS ARE

ACCURATE ONLY WHERE DIMENSIONED.

5. UTILITIES, AS SHOWN HEREON, ARE BASED ON ABOVE GROUND VISIBLE EVIDENCE ONLY. THE SURVEYOR

DOES NOT WARRANT THE EXACT SIZE, TYPE, LOCATION, ACCURACY OR THOROUGHNESS OF THE

INFORMATION CONCERNING THE ABOVE/UNDERGROUND UTILITIES AND STRUCTURES. NO GUARANTEE IS

MADE THAT OTHER UTILITIES MAY EXIST ON THE SITE, THAT MAY NOT BE SHOWN.

6. THE FIELD DATA UPON WHICH THIS MAP OR PLAT IS BASED HAS AN AVERAGE RELATIVE ACCURACY OF 0.03

FEET AT A 95% CONFIDENCE LEVEL AND HAS NOT BEEN ADJUSTED. THE LINEAR AND ANGULAR

MEASUREMENTS SHOWN ON THIS PLAT WERE OBTAINED BY UTILIZING A GEOMAX ROBOTIC TOTAL STATION AND A CARLSON BRx7 GPS UNIT (MFG#192.168.10.1) IN THE PREPARATION OF THIS PLAT. THE FIELD

MEASUREMENTS WERE COMPLETED ON 09/02/2025.

7. THIS PROPERTY IS SUBJECT TO ALL RIGHT OF WAYS AND EASEMENTS OF RECORD.

8. THIS PLAT, MAP, OR PLAN HAS BEEN COMPLETED FOR THE USE AND PURPOSE OF THE CLIENT ASCRIBED

AND CONTRACTED WITH HEREON. ALL OTHER PARTIES ARE SUBSEQUENTLY PUT ON NOTICE AS TO THE

LIMITED DEGREE OF RELIANCE UPON THIS PLAT BY THIRD PARTIES.

9. THE TOPOGRAPHICAL INFORMATION, SHOWN HEREON, IS BASED ON FIELD SURVEYED DATA, ELEVATIONS

SHOWN ARE BASED ON NAVD88 (COMPUTED USING GEOID18).

T N

Sheet Number

311 North Main Street, Unit C, Suite 101 P.O. Box 896 | Madison, GA 30650 P: 706.342.1104 | C: 706.201.0996 www.georgiacivil.com

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

LAND SURVEYING

Sheet Title

DRAWN BY:

DRAWING

DATE:

CHECKED BY:

REVISIONS

DATE: DESCRIPTION:

This document and its reproduction are the property of Georgia Civil, Inc. and may not be reproduced, published, or used in whole or in part without the written consent of Georgia Civil, Inc.

Project Information

SURVEYED:

CREW CHIEF:

SCALE:

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32

"THE SURVEY WAS PREPARED IN

CONFORMITY WITH THE TECHNICAL

STANDARDS FOR PROPERTY SURVEYS IN

GEORGIA AS SET FORTH IN CHAPTER 180-7

OF THE RULES OF THE GEORGIA BOARD

OF REGISTRATION FOR PROFESSIONAL

ENGINEERS AND LAND SURVEYORS AND

THE OFFICIAL CODE OF GEORGIA

ANNOTATED (OCGA) 15-6-67, AS AMENDED

BY HB1004 (2016)".

CERTIFICATE OF AUTHORIZATION LSF001055

SURVEYED BY:

G. BRIAN SLATE, RLS#2629

C: 706-201-0996 bslate@georgiacivil.com

GEORGIA PROFESSIONAL LAND SURVEYOR, RLS#2629

PROJECT #:

: M

05/19/2025

06/09/2025

GBS

09/03/2025 ADDITIONAL TOPO

1"=40'

AS-BUILT

SURVEY

S-2

25GCS001

0 40 80 120

GRAPHIC SCALE

(IN FEET) SCALE: 1'' = 40'

THIS PLAT CONSTITUTES AN AS-BUILT SURVEY ONLY AND DOES

NOT CONSTITUTE A BOUNDARY SURVEY. THE SURVEYOR'S

CERTIFICATION EXTENDS ONLY TO THE TOPOGRAPHIC ASPECTS.

THIS PLAT SHALL NOT BE RECORDED NOR USED TO CONVEY

PROPERTY.

100 1289029.43040 345297.91720 660.16 MAG NAIL

101 1288626.76480 345100.27220 650.28 MAG NAIL

102 1288310.74540 345040.50010 640.32 MAG NAIL

103 1288271.38060 345685.01400 651.66 MAG NAIL

104 1288674.02160 345874.52890 652.29 MAG NAIL

NOT FOR RECORDING

Sheet Number

311 N. Main St, Ste. 101, Unit C P.O. Box 896 | Madison, GA 30650

P: 706.342.1104 www.georgiacivil.com

Sheet Title

DRAWN BY:

DRAWING

DATE:

CHECKED BY:

REVISIONS

DATE: DESCRIPTION:

This document and its reproduction are the property of Georgia Civil, Inc. and may not be reproduced, published, or used in whole or in part without the written consent of Georgia Civil, Inc.

Professional Seal

Project Information

1 2 3 4 5 6 7

S/ B

W C

R D

, G

: A1

- A

9/26/2025

MCS

MSF

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

LAND SURVEYING

7/18/25 CITY COMMENTS

Contact 811 before you dig www.Georgia811.com

GRADING / EARTHWORK REQUIREMENTS:

1. PRIOR TO STARTING ANY CUTS OR FILLS, THE CONTRACTOR SHALL STRIP AND STOCKPILE ALL TOPSOIL. STRIPPING OF TOPSOIL CAN ONLY COMMENCE AFTER THE CLEAR AND GRUB OPERATIONS ARE

COMPLETE IN THAT AREA. TOPSOIL SHALL BE STOCKPILED IN AREAS DESIGNATED ON THE PLANS OR APPROVED WITH THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL REVIEW THE SOILS REPORTS, BORING LOGS AND WHEN NECESSARY HIS OWN FIELD VERIFICATION SO AS TO BE FAMILIAR WITH THE DEPTH OF TOPSOIL. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO

PREVENT OVER AND UNDER REMOVAL.

2. UNLESS OTHERWISE NOTED, THE GRADES SHOWN ON THE PLANS ARE FINISHED GRADES. THEREFORE, PAVEMENT, FLOORS, SUBBASE AND OTHER IMPROVEMENTS MUST BE SUBTRACTED TO CALCULATE SUBGRADE ELEVATIONS. THE CONTRACTOR SHALL COORDINATE THE STAKING OF THE SITE GRADING WITH THE SURVEYOR AND ENGINEER OF RECORD BEFORE PROCEEDING WITH CONSTRUCTION

STAKING.

3. THE CONTRACTOR SHALL MAINTAIN A SURVEY GRID OF NOT LESS THAN 100' X 100' OR OTHER MEANS ACCEPTABLE TO THE OWNER'S REPRESENTATIVE THAT SHALL INDICATE LOCATION AND AMOUNT OF CUT OR FILLS REMAINING. AT SUBGRADE THIS GRID SHALL BE 50' X 50' WITH LOCATION AND FINAL GRADE MARKED CLEARLY OR SURVEY SHALL BE COMPLETED DEMONSTRATING THAT THE SUBGRADE IS

+/- 0.1 FEET OF REQUIRED SUBGRADE.

4. UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL RETAIN AND PAY ALL COST FOR SOIL COMPACTION TESTING TO BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY. FOR EACH LIFT PLACED, COMPACTION TESTING SHALL BE DONE EVERY 2000 SQUARE FEET. IN TRENCHES, COMPACTION TESTING SHALL BE DONE EVERY OTHER

LIFT WITH AT LEAST 1 TEST FOR EVERY 100 LINEAR FEET.

5. COMPACTION REQUIREMENTS SHALL BE THOSE OUTLINED IN THE GEOTECHNICAL EVALUATION. IF THE GEOTECHNICAL EVALUATION IS NOT CLEAR OR DOES NOT GIVE REQUIREMENTS THE FOLLOWING SHALL BE USED. UNDER AND TO 20 FEET OUTSIDE THE BUILDING ENVELOPE THE SOILS SHALL BE COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY PER ASTM D 1557 (MODIFIED PROCTOR). ALL LANDSCAPE AND LAWN AREAS SHALL BE COMPACTED TO 90% MAXIMUM DRY DENSITY PER ASTM D 1557 (MODIFIED PROCTOR). THE TESTING LAB SHALL TEST SOILS IN ACCORDANCE ASTM D 2922

(NUCLEAR METHOD) WITH PROCTORS FOR EACH SOIL TYPE.

6. UNLESS OTHERWISE NOTED IN THE GEOTECHNICAL REPORT OR ON THE DRAWINGS, THE ON SITE MATERIAL SHALL BE USED TO MAKE FILLS. ALL MATERIAL TO BE USED FOR FILL SHALL BE FREE OF ORGANICS, FROZEN MATERIALS, CONTAMINATED MATERIALS, DEBRIS AND ANY ROCKS LARGER THAN 4 INCHES. FOR FILL PLACEMENT WITHIN 1 FOOT OF SUBGRADE, NO ROCK SHALL BE GREATER THAN 2 INCHES IN DIAMETER. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DRYING, SEGREGATING OR OTHER REQUIRED METHODS TO TREAT SOILS TO MEET COMPACTION AND OTHER

REQUIREMENTS.

7. FILLS SHALL BE PLACED IN LIFTS NOT TO EXCEED 6 INCHES IN ALL AREAS.

8. IF IMPORTED MATERIAL IS REQUIRED, THE SOURCE AND A RANDOM COMPOSITE SAMPLE SHALL BE REVIEWED BY THE TESTING LABORATORY PRIOR TO BEING BROUGHT TO SITE. THE TESTING

LABORATORY SHALL TEST FOR PERCENT PASSING THE 200 SIEVE THAT DOES NOT EXCEED THE EXISTING ON SITE MATERIAL OR IN NO CASE GREATER THAN 35%. THEY SHALL ALSO VERIFY CONSISTENCY WITH EXISTING ON SITE MATERIALS AND ALL OTHER REQUIREMENTS. WAIVERS TO THESE REQUIREMENTS CAN ONLY BE GIVEN JOINTLY BY OWNER AND THE GEOTECHNICAL ENGINEER THAT PREPARED

THE GEOTECHNICAL REPORT.

9. THE TESTING LAB MAY RESTRICT SOME ON SITE MATERIALS FROM BEING USED AS FILL IN BUILDING OR PAVEMENT AREAS WHEN IT IS THEIR OPINION THAT THE MATERIAL WILL NOT MEET REQUIREMENTS STATED HERE OR IN THE GEOTECHNICAL REPORT. IF SUCH CONDITIONS DO EXIST AND OTHER MATERIAL IS NOT AVAILABLE ON SITE, THE OWNER'S REPRESENTATIVE MUST AUTHORIZE IN WRITING THE

USE OF IMPORT MATERIAL UNLESS THERE WILL BE NO ADDITION COST TO THE CONTRACT.

10. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EARTHWORK OPERATIONS FROM WEATHER AND GROUND WATER INCLUDING KEEPING POSITIVE DRAINAGE, DIVERTING DRAINAGE, DEWATERING AND SEALING DISTURBED AREAS WITH A STEEL DRUM ROLLER PRIOR TO INCLEMENT WEATHER.

11. PRIOR PLACEMENT OF FILLS, IN AREAS WHERE THE FINAL DEPTH WILL BE LESS THAN 4 FEET, THE AREA SHALL BE PROOF ROLLED WITH A 10 TON ROLLER OR A LOADED 10 WHEEL DUMP TRUCK. SOFT AREAS SHALL BE SCARIFIED, DRIED AND RE-COMPACTED PRIOR TO FILL BEING PLACED. RETEST BY PROOF ROLL AS NECESSARY.

12. ALL FINAL SUBGRADE UNDER PROPOSED PAVEMENT, BUILDING OR OTHER STRUCTURE SHALL BE PROOF ROLLED AS DESCRIBED ABOVE FOR THE IDENTIFICATION OF SOFT AREAS. AREAS FOUND TO BE UNACCEPTABLE TO THE GEOTECHNICAL ENGINEER OR THE GEOTECHNICAL ENGINEER'S TECHNICIAN SHALL BE SCARIFIED, DRIED AND RECOMPACTED. RETEST BY PROOF ROLL AS NECESSARY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL PROOF ROLLS WITH THE GEOTECHNICAL ENGINEER AND SHALL HAVE THE GEOTECHNICAL ENGINEER OR THE GEOTECHNICAL ENGINEER'S

TECHNICIAN ON SITE AT THE TIME OF ALL PROOF ROLLING.

13. TRENCH EXCAVATION REQUIRING SHEETING, SHORING OR OTHER STABILIZING DEVICES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER AND MEET ALL O.S.H.A. REQUIREMENTS. ALL EXCAVATIONS SHALL MAINTAIN SAFE SIDE SLOPES IN ACCORDANCE WITH LOCAL, STATE, AND O.S.H.A. REQUIREMENTS. NO STOCKING OF MATERIAL CLOSE TO AN OPEN CUT OR STEEP SLOPE SHALL BE PERMITTED IN

AN EFFORT TO PREVENT CAVE-INS.

14. TRENCH EXCAVATIONS SHALL BE MADE UNIFORM AND STRAIGHT TO WIDTHS DETERMINED BY CITY OF GREENSBORO. IF NO GUIDELINES FROM CITY OF GREENSBORO EXIST, THE FOLLOWING SHALL BE USED: (FOR PIPES 36 INCHES OR LESS THE TRENCH WIDTH SHALL BE THE DIAMETER PLUS 2 FEET), (FOR PIPES 36 INCHES OR GREATER THE WIDTH SHALL BE THE DIAMETER PLUS 3 FEET). ADDITIONAL WIDTH SHALL ONLY BE ALLOWED WHEN COMPACTION EQUIPMENT LIMITATIONS REQUIRE AND ONLY AFTER APPROVAL OF THE ENGINEER OF RECORD. NO MORE TRENCH SHALL BE OPEN IN ONE DAY THAN CAN BE PROPERLY BACKFILLED IN THAT SAME DAY TO MINIMIZE WEATHER AND SAFETY CONCERNS. WHEN BACKFILLING AROUND PIPES PROVIDE UNIFORM SUPPORT AT INVERT AND PROPER COMPACTION UNDER, ALONG AND OVER THE PIPE. CARE SHALL BE GIVEN WHILE BACKFILLING AROUND PIPES TO PREVENT DAMAGE TO THE PIPES INCLUDING: PLACING BACKFILL/BEDDING BY HAND, USING HAND OPERATED PLATE TAMPS OR JUMPING JACKS, AND OTHER LOAD RESTRICTIVE TECHNIQUES UNTIL FILLS ARE A MINIMUM OF 2 FEET OR MANUFACTURER'S RECOMMEND DEPTH, WHICH EVER IS GREATER, ABOVE THE TOP OF THE PIPE. COMPACTION REQUIREMENTS ARE NOT RELIEVED IN THESE AREAS AND SHALL REMAIN AS STATED ON THE DRAWINGS OR AS NOTED ABOVE.

15. IF ROCK IS ENCOUNTERED THAT WAS NOT INDICATED ON THE PLANS OR GEOTECHNICAL REPORT, THE AREA FOR REMOVAL SHALL BE MEASURED AND REVIEWED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROCK REMOVAL. ROCK WILL BE DEFINED AS THE NATURAL EARTH MATERIALS THAT CAN NOT BE REMOVED WITH A D9 DOZIER WITH A SINGLE TOOTH RIPPER.

16. WHERE ROCK IS ADJACENT TO A STRUCTURE OR UTILITY, THE ROCK SHALL BE REMOVED TO A MINIMUM OF 6 INCHES BELOW AND 1 TIMES THE DIAMETER, BUT NOT LESS THAN 1 FOOT OR GREATER THAN

3 FEET ON ANY SIDE.

17. NO EXPLOSIVES SHALL BE ALLOWED UNTIL ALL PERMITS ARE GRANTED AND THE OWNER HAS SIGNED OFF. PRE AND POST BLAST REPORTS SHALL BE KEPT AND RECORDED. ALL STRUCTURES WITHIN THE AREA OF THE BLAST SHALL RECEIVE A PRE-BLAST SURVEY. ALL BLASTING SHALL BE PERFORMED BY A LICENSED BLASTER.

18. UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE CONTRACTOR SHALL REMOVE ALL EXCESS TOPSOIL, CUT MATERIAL OR WASTE MATERIAL FROM SITE AND DISPOSE OF IN A LEGAL MANNER.

19. NO FILL SHALL BE PLACED ON EXISTING GROUND WITHIN THE LIMITS OF DISTURBANCE UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL, SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES OR TO A DEPTH RECOMMENDED BY THE GEOTECHNICAL REPORT AND INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO THE PLACING OF FILL.

DELETERIOUS MATERIALS, I.E., LUMBER, LOGS, BRUSH, OR ANY OTHER ORGANIC MATERIALS OR RUBBISH SHALL BE REMOVED FROM AREAS TO RECEIVE COMPACTED FILL. UNSUITABLE MATERIALS, SUCH AS TOPSOIL, WEATHERED BEDROCK, ETC., SHALL BE REMOVED AS REQUIRED BY GEOTECHNICAL ENGINEER (AND ENGINEERING GEOLOGIST, WHERE EMPLOYED) FROM AREAS TO RECEIVE COMPACTED FILL OR DRAINAGE STRUCTURE(S). CONSTRUCT FILL TO GRADES OR SUBGRADES AS SHOWN WITH SELECT FILL MATERIAL COMPACTED TO 95% STANDARD PROCTOR (UNLESS OTHERWISE NOTED).

PLACE AND COMPACT IN 6 INCH LIFTS. ALL SOILS WITHIN 12 INCHES OF PAVEMENT SUBGRADE SHALL BE COMPACTED TO AT LEAST 98% OF THEIR STANDARD PROCTOR MAXIMUM DRY DENSITY.

20. GRADED AREAS TO BE LANDSCAPED OR GRASSED SHALL BE BROUGHT TO THE ELEVATIONS SHOWN ON THE GRADING PLAN(S).

21. CONTRACTOR SHALL VERIFY DIMENSIONS, GRADES AND BENCHMARK(S) BEFORE BEGINNING ANY WORK.

22. THERE SHALL BE NO DISTURBANCE BEYOND PROPERTY LINES, UNLESS WRITTEN PERMISSION FROM ADJACENT PROPERTY OWNERS IS OBTAINED. EXISTING GRADES ALONG PROPERTY LINES SHALL BE

MAINTAINED (UNLESS OTHERWISE NOTED).

23. THE MAX. SLOPES FOR CUT OR FILL SHALL BE 2H:1V, UNLESS OTHERWISE NOTED ON THE PLANS AND EXCEPT EARTHEN DAM EMBANKMENTS SHALL BE 3H:1V AND AS NOTED BELOW. THE SLOPE OF CUT

OR FILL SHALL BE UNIFORM THROUGHOUT FOR EACH SECTION OF CUT OR FILL EXCEPT WHEN BENCHING IS APPROVED BY CITY OF GREENSBORO. WHEN A CUT IS MADE IN ROCK THAT REQUIRES BLASTING, THE SLOPE MAY BE STEEPER IF PRE-SPLITTING IS EMPLOYED AND UPON SUBMISSION OF A GEOTECHNICAL REPORT WHICH SUBSTANTIATES THE INTEGRITY OF THE ROCK IN THE STEEPER CONDITION, SUBJECT TO THE REVIEW AND APPROVAL OF CITY OF GREENSBORO AND/OR SITE DESIGN PROFESSIONAL. (NOTE: NO BLASTING SHALL OCCUR WITHOUT A VALID PERMIT ISSUED BY CITY OF

GREENSBORO AND THE OWNER HAS SIGNED OFF.)

24. EMBANKMENTS SHALL BE PLACED IN UNIFORM LAYERS NOT TO EXCEED A COMPACTED THICKNESS OF 6 INCHES PER LAYER AND SHALL BE COMPACTED TO A DENSITY OF 98% OF THE MAX. LABORATORY DRY WEIGHT PER CUBIC FOOT AS DETERMINED BY AASHTO METHOD T-99 IN AREAS WHERE STRUCTURES, PARKING LOTS AND DRIVES, STREETS AND UTILITIES ARE TO BE PLACED ABOVE OR BELOW

THESE SLOPES.

25. CONTOURS AND SPOT ELEVATIONS SHOWN ARE ONLY CONTROLS AND THE PROFILES THEY FORM SHALL BE SMOOTH AND CONTINUOUS (PARTICULARLY IN PARKING AREAS AND DRIVES).

26. GRADING SHALL BE PERFORMED UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER WHO SHALL CERTIFY THAT FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION

REPORT FOR FILLS OVER 1' DEEP.

27. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING(S) AT ALL TIMES.

28. ANALYTICAL COMPACTION RESULTS SHALL BE SUBMITTED TO CITY OF GREENSBORO ENGINEERING DEPARTMENT (OR SIMILAR DEPARTMENT) AND TO THE GEOTECHNICAL ENGINEER OF RECORD.

29. ALL GRADING AND PIPE BED PREPARATION SHALL BE PERFORMED ACCORDING TO REQUIREMENTS SET FORTH BY THE GEOTECHNICAL ENGINEER OF RECORD.

30. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER AND FOLLOW ALL RECOMMENDATIONS OF THE REPORT WHEN PERFORMING SITE WORK.

31. AT A MINIMUM, FOR TRENCH CONSTRUCTION, BACKFILL UNDER PERMANENT CONCRETE OR BITUMINOUS PAVEMENT AND AS ELSEWHERE SPECIFIED OR INDICATED ON THE PLANS, TRENCHES SHALL BE

APPROVED BANK-RUN SAND OR GRAVEL OR CRUSHED STONE FREE FROM LARGE STONES AND CONTAINING NOT MORE THAN TEN PERCENT (10%) BY WEIGHT OF LOAM OR CLAY. THIS BACKFILL SHALL BE COMPACTED TO ONE HUNDRED PERCENT (100%) AS DETERMINED BY THE MODIFIED PROCTOR TEST FROM PIPE BEDDING TO TWO (2) FEET BELOW TRENCH TOP. MECHANICAL VIBRATING EQUIPMENT SHALL BE USED TO ACHIEVE THE REQUIRED COMPACTION. PAVEMENT SHALL BE REPLACED IMMEDIATELY AFTER THE BACKFILLING IS COMPLETED.

32. BACKFILL UNDER GRAVEL OR CRUSHED STONE SURFACED ROADWAYS SHALL BE THE APPROVED SUITABLE EXCAVATED MATERIAL PLACED IN SIX (6) INCH LAYERS THOROUGHLY COMPACTED FOR THE FULL DEPTH AND WIDTH OF THE TRENCH, CONFORMING TO THE COMPACTION, DENSITY COMPACTION METHOD AND MATERIALS AS SPECIFIED ABOVE.

33. BACKFILL IN UNPAVED AREAS SHALL BE COMPACTED WITH MECHANICAL VIBRATING EQUIPMENT TO NINETY PERCENT (90%) AS DETERMINED BY THE MODIFIED PROCTOR TEST. BACKFILL MATERIAL FROM PIPE BEDDING TO GROUND SURFACE SHALL BE EXCAVATED FREE FROM LARGE STONES & OTHER DEBRIS.

PAVEMENT AND STRUCTURAL BASE REQUIREMENTS:

1. THE TYPE OF SUBBASE REQUIRED FOR EACH USE SHALL BE CALLED OUT ON THE DRAWINGS. IF NO REFERENCE IS MADE ON THE DRAWINGS OR DETAILS TO THE TYPE OF SUBBASE REQUIRED THE

FOLLOWING SHALL BE USED. THE SOURCE OF THE MATERIAL SHALL BE ONE OF APPROVED FOR USE BY THE GEORGIA DEPARTMENT OF TRANSPORTATION. THE MATERIAL SHALL BE A CRUSHED STONE CONFORMING TO AASHTO M 147-65 (1980 OR LATEST REVISION), GRADE A. GRAVEL OR OTHER MATERIALS CAN ONLY BE SUBSTITUTED FOR CRUSH STONE WHEN APPROVED IN WRITING BY THE OWNER AND SITE DESIGN PROFESSIONAL. MATERIAL SUPPLIED FOR USE AS SUBBASE SHALL HAVE 100% PASSING THE 2 INCH SIEVE, 30% TO 65% PASSING THE 3/8 INCH SIEVE, 25% TO 55% PASSING THE NO.4 SIEVE, 15% TO 40% PASSING THE NO. 40 SIEVE AND 2% TO 10% PASSING THE NO. 200 SIEVE.

2. SUBBASE SHALL BE PLACED IN LIFTS NOT TO EXCEED 6 INCHES AND COMPACTED TO THE REQUIREMENTS STATED IN THE GEOTECHNICAL REPORT. IF NOT STATED, THE COMPACTION REQUIREMENT

SHALL BE 95% OF MAXIMUM DRY DENSITY PER ASTM D1557 (MODIFIED PROCTOR).

3. FINAL GRADING OF SUBBASE SHALL BE TO +/- 1 INCH OF THAT DESIGNATED ON THE DRAWINGS AND +/- 1 INCH OF THE REQUIRED THICKNESS OF 8 INCHES OR GREATER AND +/- 1/2 INCH FOR THICKNESS

LESS THAN 8 INCHES.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS IN PREPARING THE SUBGRADE TO RECEIVE SUBBASE. THIS SHALL INCLUDE FINE GRADING AND COMPACTING AS NECESSARY TO MEET THE

REQUIREMENTS STATED HERE AND UNDER "GRADING / EARTHWORK REQUIREMENTS".

5. THE AMOUNT OF TESTING REQUIRED TO VERIFY THE COMPACTION SHALL BE THE SAME AS STATED UNDER "GRADING / EARTHWORK REQUIREMENTS".

6. IF REQUIRED, STABILIZING FABRIC SHALL MEET THE FOLLOWING REQUIREMENTS "MODULUS (LOAD AT 10% ELONGATION) = 115LB PER ASTM D1682-64", "GRAB TENSILE STRENGTH 200LB PER ASTM D

1682-64"," MULLEN BURST STRENGTH = 400PSI PER ASTM D 3786-87","TRAPEZOID TEAR STRENGTH WHEN APPLICABLE = 115LB PER ASTM D 1117-80","COEFFICIENT OF PERMEABILITY K (CM/SEC) = 0.015 PER ASTM D 4491-85","WATER FLOW RATE (GPM/SF)= 60 PER ASTM D 4491-85". WHEN STABILIZING FABRIC IS USED IT SHALL BE PULLED TIGHT AND ALL WRINKLES REMOVED. OVERLAPS SHALL BE IN

ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

7. IF REQUIRED, FILTER FABRIC SHALL MEET THE FOLLOWING REQUIREMENTS "GRAB TENSILE ELONGATION = 50% PER ASTM D1682-64", "GRAB TENSILE STRENGTH 70LB PER ASTM D 1682-64","MULLEN BURST STRENGTH = 200PSI PER ASTM D 3786-87","TRAPEZOID TEAR STRENGTH WHEN APPLICABLE = 35 LB PER ASTM D 1117-80","COEFFICIENT OF PERMEABILITY K (CM/SEC) = 0.2 PER ASTM D 4491-85","WATER FLOW RATE (GPM/SF) = 180 PER ASTM D 4491-85". WHEN FILTER FABRIC IS USED IT SHALL BE PULLED TIGHT AND ALL WRINKLES REMOVED. OVERLAPS SHALL BE IN ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS.

TRAFFIC SIGNAGE AND PAVEMENT MARKINGS:

1. PAVEMENT MARKINGS SHALL BE THE TYPE, COLOR, SIZE AND LOCATIONS SHOWN ON THE PLANS. IF THE INFORMATION ON THE PLANS IS NOT COMPLETE AND AUTHORITY HAVING JURISDICTION DOES

NOT HAVE REQUIREMENTS REGARDING THIS, USE THE FOLLOWING. PAINT SHALL BE SUPPLIED IN ACCORDANCE WITH AASHTO: M 248 LATEST ADDITION. COLORS SHALL BE AS FOLLOWS (YELLOW- PARKING STALLS, HANDICAP PARKING AND CHARACTERS, PARKING ISLANDS, TRAFFIC CONTROL LETTERING AND CHARACTERS AND FIRE LANES) (WHITE - STOP BARS, PEDESTRIAN CROSSINGS AND STOP

LETTERING).

2. THE PAVEMENT SHALL BE CLEAN AND FREE OF DIRT, DUST, MOISTURE, OILS AND OTHER FOREIGN MATERIALS. ANY OLD PAVEMENT MARKINGS SHALL BE REMOVED UNLESS PAINTS ARE COMPATIBLE AND OVERLAY IDENTICALLY. THE SURFACE OF THE PAVEMENT PRIOR TO APPLICATION SHALL BE 45 DEGREES F AND RISING UNLESS MANUFACTURE'S RECOMMENDATIONS ARE GREATER.

3. THE SIGNAGE SHALL BE THE TYPE AND LOCATED PER THE DRAWINGS. THE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE LOCAL HIGHWAY, COUNTY…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 30, 2026.