2026_0046_IFB.pdf

PDF 18 MB Posted Sep 9, 2026

Attached to: 26-058 CFH AUGUSTA UNIVERSITY FOREST HILLS - CAMPUS - PAVEMENT UPGRADES
Solicitation number: PE-51200-RFQ-2027-000000042
Issued by: Richmond County, Atlanta City, Georgia

About this file

Written by GovTribe AI · Sep 14, 2026

This is a construction plan document prepared for Augusta University regarding pavement upgrades at the Forest Hills Campus in Augusta, Georgia. The project, designated as AU Project No. 26-058 and identified as GovTribe ID 2026_0046_IFB, involves comprehensive pavement rehabilitation across the campus, including Vanover Drive (a private drive) and associated parking lots. The work is organized into three construction phases, with detailed site plans, civil details, and specifications for asphalt paving, curbing, striping, and drainage improvements. The plans were prepared by William Penland, a Georgia-registered professional engineer (No. 054248), and are dated September 4, 2026. The project encompasses multiple areas on tax map parcel 042-2-009-00-0, with work involving pavement removal, base preparation, asphaltic concrete overlay installation, and thermoplastic paint striping in accordance with Georgia Department of Transportation (GDOT) specifications. The drawings indicate coordination with existing utilities including water lines, stormwater systems, and AT&T fiber optics.

The construction plans specify materials and methods consistent with GDOT Standard Specifications, including 1.5-inch 12.5mm Superpave recycled asphaltic concrete surface course, 1.5-inch 9.5mm Superpave recycled asphaltic concrete intermediate course, 8-inch graded aggregate base, and subgrade compaction to 100% maximum dry density. All roadway paint striping and pavement markings, including stop bars, shall be thermoplastic paint stripe meeting GDOT Section 653 specifications, while parking space striping and ADA symbols shall meet GDOT Section 652. The document is marked as "BID SET—NOT FOR CONSTRUCTION," indicating these are preliminary plans for bidding purposes. The site contact is Todd Peeler at Augusta University (706-721-8007), with the owner/developer address listed as 1120 15th Street, Augusta, Georgia 30912. The project drains to Rocky Creek with an ultimate receiving stream of the Savannah River, indicating environmental considerations for construction management and stormwater control.

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File	Type	Posted
Addendum 1.docx	DOCX document	Sep 9, 2026
Contract Documents CFH.pdf	PDF	Sep 9, 2026

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PREPARED BY

CONSTRUCTION PLANS FOR

PREPARED FOR

C100

AU FOREST HILLS CAMPUS -

PAVEMENT UPGRADES

AUGUSTA UNIVERSITY

LOCATION MAP

1" = 500'

VICINITY MAP

1" = 1000'

SITE

PROJECT DATA:

SEPTEMBER 4,2026

WRIGHTSBORO ROAD

VANOVER DRIVE

Sheet List Table Sheet

Number Sheet Title

C100 COVER

C200-OVR OVERALL PLAN

C201-PH1 PHASE 1 SITE PLAN

C202-PH2 PHASE 2 SITE PLAN

C203-PH3 PHASE 3 SITE PLAN

C204-PH3 PHASE 3 SITE PLAN

C205-PH3 PHASE 3 SITE PLAN

C300 CIVIL DETAILS

C301 CIVIL DETAILS

W I L

M P E NL A ND M

A Y

S O

NNO. 054248

PROFESSIONAL

ORGIA

G I STERED

E N G I N E E R

BID SET

NOT FOR CONSTRUCTION

AU PROJECT NO. 26-058 CFH

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AutoCAD SHX Text G:\PROJECTS\2026\26CRA0046_AU FOREST HILLS CAMPUS - PAVEMENT UPGRADES\AC-DRAWINGS\CIVIL\2026-0046_COVER.DWG 9/4/2026 12:50 PM 9/4/2026 12:50 PM9/4/2026 12:50 PM

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1120 15TH STREET AUGUSTA, GA 30912

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1. DISTURBED AREA: 0.00 ACRES DISTURBED AREA: 0.00 ACRES 0.00 ACRES ACRES 2. OWNER/DEVELOPER: OWNER/DEVELOPER: AUGUSTA UNIVERSITY 1120 15TH STREET AUGUSTA, GA 30912 PHONE:706-721-3424 706-721-3424 3. 24 HOUR CONTACT: 24 HOUR CONTACT: TODD PEELER PHONE:706-721-8007 706-721-8007 EMAIL:MIPEELER@AUGUSTA.EDU MIPEELER@AUGUSTA.EDU 4. TAX MAP & PARCEL NUMBERS: 042-2-009-00-0 TAX MAP & PARCEL NUMBERS: 042-2-009-00-0 042-2-009-00-0 5. RECEIVING STREAM: ROCKY CREEK RECEIVING STREAM: ROCKY CREEK ROCKY CREEK 6. ULTIMATE STREAM: SAVANNAH RIVERULTIMATE STREAM: SAVANNAH RIVERSAVANNAH RIVER

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WRIGHTSBORO ROAD

N/F CSA AUGUSTA LLC

N/F

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BID SET

NOT FOR CONSTRUCTION

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%%% N/F TRUSTEES OF THE MASONIC %%%

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TM 042-1-034-01-0

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PIN 042-2-009-01-0

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PIN 042-2-009-00-0

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AutoCAD SHX Text G:\PROJECTS\2026\26CRA0046_AU FOREST HILLS CAMPUS - PAVEMENT UPGRADES\AC-DRAWINGS\CIVIL\2026-0046_OVR.DWG 9/4/2026 12:50 PM 9/4/2026 12:50 PM9/4/2026 12:50 PM

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C201-PH1: PARKING LOT

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PHASE 1: VANOVER DR

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MATCH LINE - PHASE 1: PARKING LOT

MATCH LINE - PHASE 1: VANOVER DR

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BID SET

NOT FOR CONSTRUCTION

ALL ROADWAY PAINT STRIPING, PAVEMENT

MARKINGS, AND STOP BARS SHALL BE

THERMOPLASTIC PAINT STRIPE MEETING GDOT

STD. SPECIFICATION SECTION 653. ALL

PARKING SPACE STRIPING AND ADA SYMBOLS

SHALL BE PAINT STRIPE MEETING GDOT

STANDARD SPECIFICATION SECTION 652.

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SSMH TOP=392.31' IE(IN)=387.91' IE(OUT)=386.56'

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8"PVC

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EBX

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SCOREBOARD

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SWT TOP=408.18' IE(IN)=404.44' IE(OUT)=400.25'

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18"CMP

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12"CMP

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SWT TOP=422.62' IE=417.40'

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SWT TOP=417.63' IE=412.63'

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15"CMP

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SWT TOP=416.79' IE(A)=412.46' IE(B)=411.94' IE(OUT)=408.63'

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SWT TOP=404.28' IE(IN)=400.05' IE(OUT)=399.87'

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12"CMP

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12"RCP

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15"CMP

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SWT TOP=392.97' IE(A)=387.82' IE(B)=387.47' IE(OUT)=387.02'

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15"CMP

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15"CMP

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24"RCP

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IE=390.52'

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IE=407.53'

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10"CPP

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IE=395.52'

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IE=390.93'

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CHAIN LINK FENCE

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15"RCP

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GT TOP=366.42' IE=363.27'

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SWT TOP=381.49' IE=376.37'

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SWT TOP=388.16' IE=379.15'

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15"RCP

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24"RCP

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12"RCP

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18"RCP

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24"CMP

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24"CMP

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STMH TOP=382.94' IE=374.14'

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SWT TOP=380.43' IE(A)=375.01' IE(B)=374.63' IE(OUT)=374.43'

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HW IE=377.65'

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IE=374.08'

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HBT TOP=384.03' IE=373.53'

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SWT TOP=392.84' IE=385.54'

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3"TREE

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3"TREE

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3"TREE

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3"TREE

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3"TREE

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3"TREE

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10"CM

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12"CM

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10"BI

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18" WATER OAK

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30"PN

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36"OAK

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SSMH TOP=370.53' IE(A)=364.24' IE(B)=362.29' IE(OUT)=360.58'

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12"RCP

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AT&T FIBER OPTICS CROSS COUNTRY LINE (APPROX. LOCATION)

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GUY

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GUY

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CMBOX

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6"WATER (TYP.)

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EMH

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6"PVC

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SSMH TOP=409.84' IE=403.84'

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BLEACHERS

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(3)CM

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10"PN

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12"PN

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10"PN

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8"PN

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GT TOP=409.02' IE(A)=405.27' IE(B)=405.08' IE(OUT)=404.94'

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GT TOP=409.41' IE(IN)=405.47' IE(OUT)=405.45'

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SWT TOP=423.44' IE=419.08'

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12"CMP

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SWT TOP=422.62' IE=417.40'

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18"CM

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APPROVED BY:

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AutoCAD SHX Text G:\PROJECTS\2026\26CRA0046_AU FOREST HILLS CAMPUS - PAVEMENT UPGRADES\AC-DRAWINGS\CIVIL\2026-0046_DEMO.DWG 9/4/2026 12:50 PM 9/4/2026 12:50 PM9/4/2026 12:50 PM

AutoCAD SHX Text 1" = 30'

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AutoCAD SHX Text S C A L E I N F E E T

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SEPTEMBER 4,2026

AutoCAD SHX Text 2026-0046

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BMR

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WTD

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GA. EAST ZONE

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GRID

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HORIZONTAL SCALE 1"=30'

AutoCAD SHX Text INSTALL Sd2 CURB INLET PROTECTION IN FRONT OF WING TRAP (TYP.)

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GDOT TYPE 1 ARROWS TO BE REMOVED AND REPLACED IN KIND (TYP.)

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SAWCUT LINE (TYP.)

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SAWCUT LINE (TYP.)

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SAWCUT LINE (TYP.)

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5" DOUBLE-YELLOW CENTERLINE (PER GDOT T-11A) TO BE REMOVED AND REPLACED IN KIND.

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5" WHITE STRIPING TO BE REMOVED AND REPLACED IN KIND (TYP.)

AutoCAD SHX Text 5" WHITE SKIP STRIPING (PER GDOT T-11A) TO BE REMOVED AND REPLACED IN KIND (TYP.)

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5" DOUBLE-YELLOW CENTERLINE (PER GDOT T-11A) TO BE REMOVED AND REPLACED IN KIND.

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ASPHALT CORE LOCATION. REFER TO GEOTECHNICAL REPORT (TYP.)

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SAWCUT LINE (TYP.)

AutoCAD SHX Text INSTALL Sd2 CURB INLET PROTECTION IN FRONT OF WING TRAP (TYP.)

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SAWCUT LINE (TYP.)

AutoCAD SHX Text 5" WHITE SKIP STRIPING (PER GDOT T-11A) TO BE REMOVED AND REPLACED IN KIND (TYP.)

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GDOT TYPE 1 ARROWS TO BE REMOVED AND REPLACED IN KIND (TYP.)

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HANDICAP PARKING SYMBOL TO BE REMOVED AND REPLACED IN KIND (TYP.)

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5" WHITE STRIPING TO BE REMOVED AND REPLACED IN KIND (TYP.)

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GDOT TYPE 3 ARROWS TO BE REMOVED AND REPLACED IN KIND (TYP.)

24" TK WHITE STOP BAR TO BE REMOVED AND REPLACED IN KIND (TYP.)

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BID SET

NOT FOR CONSTRUCTION

ALL ROADWAY PAINT STRIPING, PAVEMENT

MARKINGS, AND STOP BARS SHALL BE

THERMOPLASTIC PAINT STRIPE MEETING GDOT

STD. SPECIFICATION SECTION 653. ALL

PARKING SPACE STRIPING AND ADA SYMBOLS

SHALL BE PAINT STRIPE MEETING GDOT

STANDARD SPECIFICATION SECTION 652.

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TRANS.

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SSMH TOP=409.07' IE(IN)=396.52' IE(OUT)=395.37'

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WATER VAULT

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6"PVC

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6"PVC

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SSMH TOP=409.84' IE=403.84'

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TPD

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BLEACHERS

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(3)CM

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10"PN

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13"PN

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10"PN

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SWT TOP=408.18' IE(IN)=404.44' IE(OUT)=400.25'

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18"CMP

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SWT TOP=405.35' IE=398.45'

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18"CMP

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18"CMP

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GT TOP=407.90' IE(IN)=403.21' IE(OUT)=402.78'

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4"PR

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18"CMP

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10"CLAY

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GT TOP=409.16' IE=406.13'

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GT TOP=409.07' IE(A)=405.15' IE(B)=405.07' IE(C)=404.28' IE(OUT)=404.28'

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5"PR

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AutoCAD SHX Text (B)

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10"CLAY

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GT TOP=409.02' IE(A)=405.27' IE(B)=405.08' IE(OUT)=404.94'

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18"CMP

AutoCAD SHX Text

GT TOP=409.13' IE=406.13'

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GT TOP=409.41' IE(IN)=405.47' IE(OUT)=405.45'

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SWT TOP=423.44' IE=419.08'

AutoCAD SHX Text

12"CMP

AutoCAD SHX Text

12"CMP

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SWT TOP=422.62' IE=417.40'

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SWT TOP=417.63' IE=412.63'

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12"CMP

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15"CMP

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SWT TOP=416.79' IE(A)=412.46' IE(B)=411.94' IE(OUT)=408.63'

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BMR

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WTD

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GA. EAST ZONE

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5" WHITE STRIPING TO BE REMOVED AND REPLACED IN KIND (TYP.)

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GDOT TYPE 3 ARROWS TO BE REMOVED AND REPLACED IN KIND (TYP.)

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5" YELLOW STRIPING TO BE REMOVED AND REPLACED IN KIND (TYP.)

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HANDICAP PARKING SYMBOL TO BE REMOVED AND REPLACED IN KIND (TYP.)

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HANDICAP PARKING SYMBOL TO BE REMOVED AND REPLACED IN KIND (TYP.)

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24" TK WHITE STOP BAR TO BE REMOVED AND REPLACED IN KIND (TYP.)

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24" TK WHITE STOP BAR TO BE REMOVED AND REPLACED IN KIND (TYP.)

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ASPHALT CORE LOCATION. REFER TO GEOTECHNICAL REPORT (TYP.)

MATERIAL AND EQUIPMENT LAYDOWN AREAS FOR ALL PHASES.

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BID SET

NOT FOR CONSTRUCTION

ALL ROADWAY PAINT STRIPING, PAVEMENT

MARKINGS, AND STOP BARS SHALL BE

THERMOPLASTIC PAINT STRIPE MEETING GDOT

STD. SPECIFICATION SECTION 653. ALL

PARKING SPACE STRIPING AND ADA SYMBOLS

SHALL BE PAINT STRIPE MEETING GDOT

STANDARD SPECIFICATION SECTION 652.

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SSMH TOP=392.31' IE(IN)=387.91' IE(OUT)=386.56'

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SWT TOP=408.18' IE(IN)=404.44' IE(OUT)=400.25'

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SWT TOP=417.63' IE=412.63'

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12"CMP

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SWT TOP=416.79' IE(A)=412.46' IE(B)=411.94' IE(OUT)=408.63'

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SWT TOP=404.28' IE(IN)=400.05' IE(OUT)=399.87'

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SWT TOP=404.37' IE=400.47'

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12"CMP

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12"RCP

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15"CMP

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SWT TOP=392.97' IE(A)=387.82' IE(B)=387.47' IE(OUT)=387.02'

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15"CMP

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15"CMP

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24"RCP

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IE=390.52'

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10"CPP

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IE=395.52'

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GT TOP=366.42' IE=363.27'

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SWT TOP=388.16' IE=379.15'

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15"RCP

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12"RCP

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18"RCP

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24"CMP

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24"CMP

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STMH TOP=382.94' IE=374.14'

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SWT TOP=380.43' IE(A)=375.01' IE(B)=374.63' IE(OUT)=374.43'

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HBT TOP=384.03' IE=373.53'

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SWT TOP=392.84' IE=385.54'

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3"TREE

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3"TREE

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SSMH TOP=370.53' IE(A)=364.24' IE(B)=362.29' IE(OUT)=360.58'

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AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text DRAWING No.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text JOB No.

AutoCAD SHX Text G:\PROJECTS\2026\26CRA0046_AU FOREST HILLS CAMPUS - PAVEMENT UPGRADES\AC-DRAWINGS\CIVIL\2026-0046_DEMO.DWG 9/4/2026 12:50 PM 9/4/2026 12:50 PM9/4/2026 12:50 PM

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

AutoCAD SHX Text S C A L E I N F E E T

AutoCAD SHX Text

SEPTEMBER 4,2026

AutoCAD SHX Text 2026-0046

AutoCAD SHX Text

BMR

AutoCAD SHX Text

WTD

AutoCAD SHX Text

WPM

AutoCAD SHX Text

HORIZONTAL SCALE 1"=30'

AutoCAD SHX Text

GA. EAST ZONE

AutoCAD SHX Text

GRID

AutoCAD SHX Text

SAWCUT LINE (TYP.)

AutoCAD SHX Text 5" WHITE SKIP STRIPING (PER GDOT T-11A) TO BE REMOVED AND REPLACED IN KIND (TYP.)

AutoCAD SHX Text

5" WHITE STRIPING TO BE REMOVED AND REPLACED IN KIND (TYP.)

AutoCAD SHX Text

24" TK WHITE STOP BAR TO BE REMOVED AND REPLACED IN KIND (TYP.)

AutoCAD SHX Text

SAWCUT LINE (TYP.)

AutoCAD SHX Text INSTALL Sd2 CURB INLET PROTECTION IN FRONT OF WING TRAP (TYP.)

ASPHALT CORE LOCATION. REFER TO GEOTECHNICAL REPORT (TYP.)

C204-PH3

A U

F O

T H

C A

T U

A D

A N

PLAN

W I L

M P E N L A ND M

A Y

S O

NNO. 054248

PROFESSIONAL

ORGIA

G I STERED

E N G I N E E R

BID SET

NOT FOR CONSTRUCTION

ALL ROADWAY PAINT STRIPING, PAVEMENT

MARKINGS, AND STOP BARS SHALL BE

THERMOPLASTIC PAINT STRIPE MEETING GDOT

STD. SPECIFICATION SECTION 653. ALL

PARKING SPACE STRIPING AND ADA SYMBOLS

SHALL BE PAINT STRIPE MEETING GDOT

STANDARD SPECIFICATION SECTION 652.

AutoCAD SHX Text

TRANS.

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

EBX

AutoCAD SHX Text S

AutoCAD SHX Text

SSMH TOP=392.31' IE(IN)=387.91' IE(OUT)=386.56'

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text S

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

SSMH TOP=400.88' IE(IN)=389.98' IE(OUT)=389.32'

AutoCAD SHX Text

SSMH TOP=409.07' IE(IN)=396.52' IE(OUT)=395.37'

AutoCAD SHX Text

WATER VAULT

AutoCAD SHX Text

SWT TOP=408.18' IE(IN)=404.44' IE(OUT)=400.25'

AutoCAD SHX Text

18"CMP

AutoCAD SHX Text

SWT TOP=405.35' IE=398.45'

AutoCAD SHX Text

18"CMP

AutoCAD SHX Text

18"CMP

AutoCAD SHX Text

GT TOP=407.90' IE(IN)=403.21' IE(OUT)=402.78'

AutoCAD SHX Text

4"PR

AutoCAD SHX Text

18"CMP

AutoCAD SHX Text

10"CLAY

AutoCAD SHX Text

GT TOP=409.16' IE=406.13'

AutoCAD SHX Text

GT TOP=409.07' IE(A)=405.15' IE(B)=405.07' IE(C)=404.28' IE(OUT)=404.28'

AutoCAD SHX Text (A)

AutoCAD SHX Text (B)

AutoCAD SHX Text

SWT TOP=417.63' IE=412.63'

AutoCAD SHX Text

12"CMP

AutoCAD SHX Text

15"CMP

AutoCAD SHX Text

SWT TOP=416.79' IE(A)=412.46' IE(B)=411.94' IE(OUT)=408.63'

AutoCAD SHX Text (A)

AutoCAD SHX Text (B)

AutoCAD SHX Text C-4

AutoCAD SHX Text C-12

AutoCAD SHX Text C-10

AutoCAD SHX Text C-11

AutoCAD SHX Text

REV #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text DRAWING No.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text JOB No.

AutoCAD SHX Text G:\PROJECTS\2026\26CRA0046_AU FOREST HILLS CAMPUS - PAVEMENT UPGRADES\AC-DRAWINGS\CIVIL\2026-0046_DEMO.DWG 9/4/2026 12:51 PM 9/4/2026 12:51 PM9/4/2026 12:51 PM

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

AutoCAD SHX Text S C A L E I N F E E T

AutoCAD SHX Text

SEPTEMBER 4,2026

AutoCAD SHX Text 2026-0046

AutoCAD SHX Text

BMR

AutoCAD SHX Text

WTD

AutoCAD SHX Text

WPM

AutoCAD SHX Text

HORIZONTAL SCALE 1"=30'

AutoCAD SHX Text

GA. EAST ZONE

AutoCAD SHX Text

GRID

AutoCAD SHX Text INSTALL Sd2 CURB INLET PROTECTION IN FRONT OF WING TRAP (TYP.)

AutoCAD SHX Text

SAWCUT LINE (TYP.)

AutoCAD SHX Text

5" WHITE STRIPING TO BE REMOVED AND REPLACED IN KIND (TYP.)

AutoCAD SHX Text

24" TK WHITE STOP BAR TO BE REMOVED AND REPLACED IN KIND (TYP.)

AutoCAD SHX Text

SAWCUT LINE (TYP.)

AutoCAD SHX Text

ASPHALT CORE LOCATION. REFER TO GEOTECHNICAL REPORT (TYP.)

AutoCAD SHX Text

5" WHITE STRIPING (PER GDOT T-11A) TO BE REMOVED AND REPLACED IN KIND (TYP.)

MATERIAL AND EQUIPMENT LAYDOWN AREA FOR ALL PHASES.

C205-PH3

A U

F O

T H

C A

T U

A D

A N

PLAN

W I L

M P E N L A ND M

A Y

S O

NNO. 054248

PROFESSIONAL

ORGIA

G I STERED

E N G I N E E R

BID SET

NOT FOR CONSTRUCTION

ALL ROADWAY PAINT STRIPING, PAVEMENT

MARKINGS, AND STOP BARS SHALL BE

THERMOPLASTIC PAINT STRIPE MEETING GDOT

STD. SPECIFICATION SECTION 653. ALL

PARKING SPACE STRIPING AND ADA SYMBOLS

SHALL BE PAINT STRIPE MEETING GDOT

STANDARD SPECIFICATION SECTION 652.

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EBX

AutoCAD SHX Text

EBX

AutoCAD SHX Text

EBX

AutoCAD SHX Text

EBX

AutoCAD SHX Text

SIGN

AutoCAD SHX Text S

AutoCAD SHX Text

LIFT STATION

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

SSMH TOP=409.84' IE=403.84'

AutoCAD SHX Text

BLEACHERS

AutoCAD SHX Text

(3)CM

AutoCAD SHX Text

10"PN

AutoCAD SHX Text

13"PN

AutoCAD SHX Text

12"PN

AutoCAD SHX Text

10"PN

AutoCAD SHX Text

8"PN

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

GT TOP=409.02' IE(A)=405.27' IE(B)=405.08' IE(OUT)=404.94'

AutoCAD SHX Text (A)

AutoCAD SHX Text (B)

AutoCAD SHX Text

GT TOP=409.41' IE(IN)=405.47' IE(OUT)=405.45'

AutoCAD SHX Text

SWT TOP=423.44' IE=419.08'

AutoCAD SHX Text

12"CMP

AutoCAD SHX Text

SWT TOP=422.62' IE=417.40'

AutoCAD SHX Text

12"CPP

AutoCAD SHX Text

GT TOP=413.68' IE=412.21'

AutoCAD SHX Text

GT TOP=412.82' IE(IN)=411.07' IE(OUT)=410.97'

AutoCAD SHX Text

18"CM

AutoCAD SHX Text

6"WATER (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text C-8

AutoCAD SHX Text C-7

AutoCAD SHX Text C-6

AutoCAD SHX Text C-5

AutoCAD SHX Text

REV #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text DRAWING No.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text JOB No.

AutoCAD SHX Text G:\PROJECTS\2026\26CRA0046_AU FOREST HILLS CAMPUS - PAVEMENT UPGRADES\AC-DRAWINGS\CIVIL\2026-0046_DEMO.DWG 9/4/2026 12:51 PM 9/4/2026 12:51 PM9/4/2026 12:51 PM

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

AutoCAD SHX Text S C A L E I N F E E T

AutoCAD SHX Text

SEPTEMBER 4,2026

AutoCAD SHX Text 2026-0046

AutoCAD SHX Text

BMR

AutoCAD SHX Text

WTD

AutoCAD SHX Text

WPM

AutoCAD SHX Text

HORIZONTAL SCALE 1"=30'

AutoCAD SHX Text

GA. EAST ZONE

AutoCAD SHX Text

GRID

AutoCAD SHX Text INSTALL Sd2 CURB INLET PROTECTION IN FRONT OF WING TRAP (TYP.)

AutoCAD SHX Text

SAWCUT LINE (TYP.)

AutoCAD SHX Text 5" WHITE SKIP STRIPING (PER GDOT T-11A) TO BE REMOVED AND REPLACED IN KIND (TYP.)

AutoCAD SHX Text

5" WHITE STRIPING TO BE REMOVED AND REPLACED IN KIND (TYP.)

AutoCAD SHX Text

HANDICAP PARKING SYMBOL TO BE REMOVED AND REPLACED IN KIND (TYP.)

AutoCAD SHX Text

24" TK WHITE STOP BAR TO BE REMOVED AND REPLACED IN KIND (TYP.)

AutoCAD SHX Text

SAWCUT LINE (TYP.)

AutoCAD SHX Text

24" TK WHITE STOP BAR TO BE REMOVED AND REPLACED IN KIND (TYP.)

ASPHALT CORE LOCATION. REFER TO GEOTECHNICAL REPORT (TYP.)

C300

F O

T H

C A

T U

A D

ASPHALT PAVING DETAIL (HEAVY-DUTY)

N.T.S.

SEDIMENT BARRIER (GRAVEL BAGS)

CURB INLET

N.T.S.

SECTION A - A

PLAN VIEW

HANDICAP SYMBOL DETAIL

N.T.S.

ASPHALT PAVING DETAIL (INLAY)

N.T.S.

W I L

M P E N L A ND M

A Y

S O

NNO. 054248

PROFESSIONAL

ORGIA

G I STERED

E N G I N E E R

BID SET

NOT FOR CONSTRUCTION

N.T.S

24" CURBING DETAIL

AutoCAD SHX Text

REV #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text DRAWING No.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text JOB No.

AutoCAD SHX Text G:\PROJECTS\2026\26CRA0046_AU FOREST HILLS CAMPUS - PAVEMENT UPGRADES\AC-DRAWINGS\CIVIL\2026-0046_DTLS.DWG 9/4/2026 12:51 PM 9/4/2026 12:51 PM9/4/2026 12:51 PM

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

SEPTEMBER 4,2026

AutoCAD SHX Text 2026-0046

AutoCAD SHX Text

BMR

AutoCAD SHX Text

WTD

AutoCAD SHX Text

WPM

AutoCAD SHX Text 1.5" 12.5mm SUPERPAVE RECYCLED ASPHALTIC CONCRETE IN ACCORDANCE WITH SECTION 402 OF THE GEORGIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST EDITION.

AutoCAD SHX Text 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.

AutoCAD SHX Text 1.5"

AutoCAD SHX Text SUBGRADE COMPACTED TO 100% MAXIMUM DRY DENSITY, MATERIALS & COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 209 & 810 OF THE GEORGIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST EDITION.

AutoCAD SHX Text 1.5" 9.5mm SUPERPAVE RECYCLED ASPHALTIC CONCRETE IN ACCORDANCE WITH SECTION 402 OF THE GEORGIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST EDITION.

AutoCAD SHX Text Sd2-P

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

BACK OF SIDEWALK

AutoCAD SHX Text

BACK OF CURB

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

SPILLWAY

AutoCAD SHX Text

PONDING HEIGHT

AutoCAD SHX Text

GRAVEL FILLED SANDBAGS ARE STACKED TIGHTLY

AutoCAD SHX Text NOTES: : 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. GRAVEL BAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED GRAVEL BAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH #57 STONE, LAYERED AND PACKED TIGHTLY. 3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.

AutoCAD SHX Text 1"

AutoCAD SHX Text 1.5" TK 9.5mm SUPERPAVE RECYCLED ASPHALTIC CONCRETE OVERLAY IN ACCORDANCE WITH SECTION 402 OF THE GEORGIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST EDITION.

AutoCAD SHX Text

EXISTING AGGREGATE BASE

AutoCAD SHX Text

EXISTING SUBGRADE

AutoCAD SHX Text EXISTING ASPHALT SURFACE COURSE TO BE MILLED/COMPACTED (VARIABLE THICKNESS, REFER TO GEOTECHNICAL PLAN FOR CORE SAMPLE MEASUREMENTS)

AutoCAD SHX Text 1.5"

AutoCAD SHX Text

1. CONTROL JOINTS TO BE SCORED EVERY 10' MAX. CONTROL JOINTS TO BE SCORED EVERY 10' MAX. 2. EXPANSION JOINTS TO BE INSTALLED EVERY 50' AND AT ALL RIGID EXPANSION JOINTS TO BE INSTALLED EVERY 50'± AND AT ALL RIGIDCONNECTIONS. 3. JOINTS IN CURB & GUTTER SHALL ALIGN WITH CORRESPONDING JOINTS JOINTS IN CURB & GUTTER SHALL ALIGN WITH CORRESPONDING JOINTS IN SIDEWALK WHERE ADJOINING.

AutoCAD SHX Text R = 2"

AutoCAD SHX Text R = 3"

AutoCAD SHX Text CONSTRUCT SHEDDING GUTTER WHERE GRADES ON PLAN SHEETS INDICATE. SLOPE TO MATCH PAVEMENT GRADE.

AutoCAD SHX Text 12"

AutoCAD SHX Text 4"

AutoCAD SHX Text

BATTER 1" - 6"

AutoCAD SHX Text 24"

C301

F O

T H

C A

T U

A D

W I L

M P E N L A ND M

A Y

S O

NNO. 054248

PROFESSIONAL

ORGIA

G I STERED

E N G I N E E R

BID SET

NOT FOR CONSTRUCTION

AutoCAD SHX Text

REV #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text DRAWING No.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text JOB No.

AutoCAD SHX Text G:\PROJECTS\2026\26CRA0046_AU FOREST HILLS CAMPUS - PAVEMENT UPGRADES\AC-DRAWINGS\CIVIL\2026-0046_DTLS.DWG 9/4/2026 12:51 PM 9/4/2026 12:51 PM9/4/2026 12:51 PM

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

SEPTEMBER 4,2026

AutoCAD SHX Text 2026-0046

AutoCAD SHX Text

BMR

AutoCAD SHX Text

WTD

WPM

File details come from the government source that posted it. Updated Sep 14, 2026.