DETAILS SHEET UPDATED 2025_1006.pdf

PDF 3 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 Details Sheet prepared by Georgia Civil, Inc., a civil engineering, landscape architecture, and land surveying firm, for Greene County Elementary School located in Greensboro, Georgia. The project involves parking additions and a bus loop at 1444 Meadow Crest Road on a property zoned A1 Agricultural. The sheet was last updated on October 3, 2025, with initial drawings dated July 18, 2025, and reflects city comments received during the design review process. The document provides comprehensive technical specifications and construction details for the parking and circulation improvements, including site layout plans with graphic scales ranging from 1" = 10' to 1" = 500'.

The Details Sheet contains multiple standardized construction specifications for concrete and asphalt pavement sections, curb and gutter installation, ADA-compliant parking spaces with accessible signage and markings, parking lot striping, stop bars, and sign fabrication requirements. Concrete specifications call for 3000 PSI strength at 28 days with fine broom finish, while asphalt sections are specified as either standard duty or heavy duty with SuperPave mixes. The document includes notes requiring the contractor to utilize private utility locators, contact 811 before excavation, and refer to geotechnical reports for pavement section details. Compaction standards specify 95 to 98 percent Standard Proctor density for base materials and subgrades, with control joints at 12-foot intervals and expansion joints at 40-foot intervals for concrete work.

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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 )010 510 20 40SCALE: 1" = 10'GRAPHIC SCALEGRAPHIC SCALE( IN FEET )0100 50100 200 400SCALE: 1" = 100'GRAPHIC SCALE( IN FEET )01000 5001000 2000 4000SCALE: 1" =1000'GRAPHIC SCALE ( IN FEET )020 102040 80SCALE: 1" = 20'GRAPHIC SCALE( IN FEET )0200 100200400 800SCALE: 1" = 200'GRAPHIC SCALE ( IN FEET )030 1530 60 120SCALE: 1" = 30'GRAPHIC SCALE ( IN FEET )0300 150300 600 1200SCALE: 1" =300'GRAPHIC SCALE ( IN FEET )040 204080 160SCALE: 1" = 40'GRAPHIC SCALE( IN FEET )0400 200400800 1600SCALE: 1" = 400'GRAPHIC SCALE ( IN FEET )05025 50100 200SCALE: 1" = 50'GRAPHIC SCALE ( IN FEET )0500250 5001000 2000SCALE: 1" = 500'GRAPHIC SCALE ( IN FEET )060 3060 120 240SCALE: 1" = 60'GRAPHIC SCALE

1 2 3 4 5 6 7

S/ B

W C

R D

, G

: A1

- A

10/3/2025

MCS

MSF

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

LAND SURVEYING

7/18/25 CITY COMMENTS

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

SITE DETAILS

C-8.0

N.T.S.

95% STANDARD PROCTOR

98% STANDARD PROCTOR

TOP 12"

4" CONCRETE

NOTES:

CONTROL JOINTS: 12'-0" O.C. (MAX)

ISOLATION JOINTS: ABUTTING ANY

STRUCTURE

CONCRETE SHALL BE:

3000 P.S.I. @ 28 DAYS

6X6 WW1.4 X W1.4 (2" FROM BOTTOM)

FINE BROOM FINISH

CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR

FURTHER DETAILS ON ALL PAVEMENT SECTIONS.

FINE BROOM FINISH

OR CONCRETE STAMP

STANDARD DUTY (PEDESTRIAN)

CONCRETE SECTION

4" COMPACTED STONE BASE

N.T.S.

TOW AWAY ZONE

PERMIT PARKING ONLY

MAXIMUM FINE $500

TOW AWAY ZONE

PERMIT PARKING ONLY

MAXIMUM FINE $500

VAN ACCESSIBLE

5'-0"

(FOR AUTO)

7'-0"

(FOR VAN)

ALTERNATE:

STANDARD 3 POUND

PER FOOT U-CHANNEL

SIGN POST (HOT

DIPPED GALVANIZED)

FINISHED GRADE

2'-0"2'-0"

18"

MIN.

12" (TYP.)NOTES:

1. ALL SIGNS SHALL BE 0.080" THICK ALUMINUM.

2. SIGNS SHALL CONFORM WITH ALL CURRENT A.D.A. FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS.

3. PLACE "VAN ACCESSIBLE" SIGN IN FRONT OF VAN ACCESSIBLE SPACES ONLY.

LETTERING SHALL BE WHITE

AND A MIN. OF 1" HIGH (TYP.)

STANDARD SIGN

NO. R7-8-GA

SYMBOL

SHALL BE

WHITE

BLUE REFLECTIVE

BACKGROUND

STANDARD SIGN NO. R7-8P5

BOLT SIGN TO TUBE

OR POST WITH 3/8"

CADMIUM PLATED

BOLTS, NUTS AND

WASHERS

2" X 2" X 0.188" SQUARE

STEEL TUBE (HOT DIPPED

GALVANIZED) . EXTEND

INTO CONC. FILLED PIPE

2'-0". INSTALL WATER

TIGHT GALVANIZED CAP

ON TOP.

8"Ø STEEL PIPE

FILLED WITH

CONCRETE (3000

PSI @ 28 DAY

STRENGTH)

ADA PARKING SIGN

TOW AWAY ZONE

PERMIT PARKING ONLY

MAXIMUM FINE $500

VAN ACCESSIBLE

N.T.S.

NOTES:

INTERNATIONAL SYMBOL OF ACCESSIBILITY MARKING (FIGURE 3B-19, MUTCD, LATEST EDITION) TO BE CENTERED IN PARKING SPACE APPROX. 3.5' FROM THE ENTRANCE OF THE PARKING SPACE

BLUE BACKGROUND

WHITE BORDER

BLUE BACKGROUND

WHITE BORDER

MIN. HEIGHT OF

SYMBOL: 2'-4"

MIN. WIDTH OF

SYMBOL: 2'-0"

2'-8 1332"

3" 2'-8 1332" 3"

INTERNATIONAL SYMBOL OF

ACCESSIBILITY MARKING N.T.S. ADA PARKING STRIPING

REFER TO

SITE PLAN

REFER TO

SITE PLAN

REFER TO

SITE PLAN

REFER TO

SITE PLAN

3'-6" 3'-6"

D G

ADA PARKING SIGNADA PARKING SIGN

4" WIDE BLUE PAINTED

STRIPES 2'-0" O.C. @ 45°

CONCRETE

SIDEWALK

4" WIDE BLUE

PAINTED STRIPE

NATIONAL

HANDICAP

STANDARD

SYMBOL)

NATIONAL

HANDICAP

STANDARD

SYMBOL)

4" WIDE BLUE

PAINTED STRIPE

4" WIDE

BLUE

PAINTED

STRIPE

TAPER CURB FROM

6" TO 0" OVER 6'-0"

6'-0"

WHEELSTOP WHEELSTOP

N.T.S.

5'-0"

9'-4"

10"

3'-8" 1'-5"

PAVEMENT MARKING ARROW

TYPE I, WHITE (12.0 SQ. FT.) N.T.S.

NOTES:

1. STOP BAR SHALL BE WHITE IN COLOR.

2. PAINT SHALL BE: PAVEMENT-MARKING PAINT: MPI #32, ALKYD TRAFFIC-MARKING PAINT. COLOR: WHITE

3. ASPHALT TOP COURSE SHALL CURE FOR FOURTEEN (14) DAYS MINIMUM PRIOR TO PAINTING.

2'-0"

9'-0" (MIN.) OR AS SHOWN ON PLANS

PAINTED STOP BARN.T.S.

24"

10" 10"

0.625"

COLORS:

1. LEGEND - WHITE (RETROREFLECTIVE)

2. BACKGROUND - RED (RETROREFLECTIVE)

NOTES:

1. CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS PRIOR TO FABRICATION.

STOP SIGN (STD. R1-1)

N.T.S.

AT THE CONTRACTOR'S OPTION, GUTTER THICKNESS MAY BE INCREASED AT EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER PARALLEL WITH PAVING OF BASE COURSE, BUT GUTTER THICKNESS SHALL NOT BE LESS THAN 6" AT ANY POINT.

CONTRACTOR SHALL PROVIDE A SCORED CONTROL JOINT AT 10'-0" O.C. (TYP) AND AN EXPANSION JOINT AT 40'-0" O.C.

(TYP). CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT AT ALL RADIUS RETURNS AND AT THE MIDPOINT OF THE CURVE. CURB & GUTTER SHALL BE ACCURATELY FORMED TO THE RADIUS AS INDICATED ON THE SITE LAYOUT PLAN.

SPILL CURB

SLOPE TO CONFORMTO GRADE

98% COMPACTED SUBGRADE

BY STANDARD PROCTOR TEST

1" BATTER

98% COMPACTED SUBGRADE

BY STANDARD PROCTOR TEST

CATCH CURB

SLOPE TO CONFORM

TO GRADE

1"R

24"

1"R

3000 PSI CONCRETE @ 28

DAYS STRENGTH. PROVIDE

FINE BROOM FINISH. PAVEMENT

(FINISHED

GRADE)

PAVEMENT

(FINISHED

GRADE)

PROVIDE TOOLED JOINT

WHERE C&G IS ADJACENT TO

CONCRETE SIDEWALK (TYP.)

PROVIDE TOOLED JOINT

WHERE C&G IS ADJACENT TO

CONCRETE SIDEWALK (TYP.)

3000 PSI CONCRETE @ 28

DAYS STRENGTH. PROVIDE

FINE BROOM FINISH.

24" CONCRETE CURB & GUTTER N.T.S.

98% STANDARD PROCTOR

TOP 12 INCHES

95% STANDARD PROCTOR

6" GRADED AGGREGATE

BASE STONE (GAB)

2" 19mm SuperPave Mix (BINDER) 1 1/2" 9.5mm SuperPave Mix

N.T.S.

STANDARD DUTY

ASPHALT PAVING SECTION

6" REFER TO PLANS

1" BATTER (TYP)

6" CONCRETE

C&G BEYOND

1" RADIUS (TYP.)

3000 P.S.I. CONCRETE

@ 28 DAY STRENGTH

98% COMPACTED SUBGRADE

BY STANDARD PROCTOR TEST

FINISHED GRADE

N.T.S. CONCRETE FLUME N.T.S.

2" 25mm SuperPave Mix (BINDER)

95% STANDARD PROCTOR

98% STANDARD PROCTOR

TOP 12"

HEAVY DUTY

ASPHALT PAVING SECTION

CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR

FURTHER DETAILS ON ALL PAVEMENT SECTIONS.

10" GRADED AGGREGATE

BASE STONE (GAB)

1 1/2" 12.5mm SuperPave Mix

Ralph.Boswell Polygon

Ralph.Boswell Typewritten Text 10/6/26

Ralph.Boswell Typewritten Text

CONTRACTOR QUESTIONS

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