U101_R1_AD1.pdf

PDF 2 MB Posted

Attached to
Rossville Middle School Athletic Field and Concessions
Solicitation number
PE-55462-NONST-2025-000000010
Issued by
Wilcox County, Georgia

About this file

This is a site utility renovation plan drawing (sheet U101) for the Rossville Middle School Athletic Field and Concessions project in Walker County, Georgia, created by Southern A&E, LLC. The drawing details the plumbing and utility infrastructure for a new baseball/softball field with 300-foot lines and 340-foot center, including a bathroom and concessions building with a finished floor elevation of 778.60. The plan shows the layout of fire water lines, domestic cold water lines, storm sewers, and a sewage lift station with associated force main connecting to a septic distribution box.

The drawing includes detailed specifications for utility connections, including a 6" fire water line connection, 2" domestic cold water line connection, pressure reducing valves, and a lift station designated as "LP-1" with specific elevation requirements. The plan also indicates areas of open-pavement cuts with the option for directional boring, and includes various infrastructure elements such as gate valves, fire hydrants, and chain-link fencing around the field perimeter. The drawing is dated December 17, 2024, and is marked as "Issued for Construction" as part of Bid Package BP-1.

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Text version

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U4

U5

3" CW

U6

2" CW

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2" CW

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U11

LIFT STATION AND CONTROLS

LIFT STATION "LP-1" RE: SEWAGE

PUMP SCHEDULE ON SHEET U502.

TOP = 777.00'

2" FM INV OUT = 773.95'

REFER TO CIVIL DRAWINGS FOR

WET WELL CONSTRUCTION.

CONSTRUCTION SHALL BE IN

ACCORDANCE WITH AUTHORITY

HAVING JURISDICTION.

SCALE: 1" =

DRAWING NUMBER

REVISIONS

COPYRIGHT 2024 BY SOUTHERN A&E, LLC. ALL RIGHTS RESERVED.

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND SHALL

NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT

EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

12-17-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

A

TRUE

NORTH

0 30 6030

30' - 0"

2" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

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ROSSVILLE MIDDLE SCHOOL

NEW FIELD AND CONCESSIONS FOR:

WALKER COUNTY SCHOOLS

301 N CHEROKEE ST, LAFAYETTE, GA 30728

316 BULLDOG TRAIL, ROSSVILLE, GA 30741

746-0206

01-920-041

ISSUED FOR CONSTRUCTION

STATE BOARD OF REGISTRATION

FOR PROFESSIONAL ENGINEERS AND

LAND SURVEYORS

SOUTHERN A & E, LLC

ENGINEER FIRM

LICENSE NO: PEF003374

EXP. DATE - 06/30/2026

U101

SITE UTILITY RENOVATION PLAN

THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S

CONVENIENCE ONLY. OTHER UTILITIES MAY BE PRESENT

BUT NOT SHOWN ON THESE DRAWINGS. THE ARCHITECT

AND ENGINEER ASSUME NO RESPONSIBILITY FOR THE

UTILITY LOCATIONS SHOWN, AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXACT LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS

OF THE WORK. ALL DAMAGE MADE TO THE EXISTING

UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED

TO A "LIKE NEW" CONDITION. THE CONTRACTOR SHALL

BEAR THE SOLE RESPONSIBILITY OF ANY LOSSES THAT

OCCUR FROM DAMAGES TO THE EXISTING UTILITIES.

CAUTION

Know what's before you dig.

Safe digging is a SHARED responsibility, and in Georgia it's the law.

811 or 1-800-282-7411 www.Georgia811.com below.

Call

GEORGIA

Dial 811.

Utilities Protection Center, Inc.

1" = 30'-0"U101

1 PLUMBING SITE UTILITY PLAN

KEYNOTE SCHEDULE

# KEYNOTE DESCRIPTION

U1 CONNECT NEW 6" FIRE WATER LINE TO EXISTING FIRE WATER LINE. ENTIRE INSTALLATION

SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY HAVING JURISDICTION.

CONTRACTOR TO DETERMINE EXACT LOCATION OF FIRE WATER TIE-IN WITH FIELD SURVEY.

U2 EXISTING FIRE WATER LINE TO REMAIN. FIELD VERIFY EXACT LOCATION AND SIZE OF

EXISTING.

U3 EXISTING FIRE HYDRANT TO REMAIN.

U4 6" GATE VALVE IN CAST IRON VALVE BOX - RE: DETAIL 6/U501.

U5 EXISTING CW LINE TO REMAIN. FIELD VERIFY EXACT LOCATION AND SIZE OF EXISTING.

U6 CONNECT NEW 2" DOMESTIC COLD WATER LINE TO EXISTING WATER LINE. ENTIRE

INSTALLATION SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY HAVING

JURISDICTION. CONTRACTOR TO DETERMINE EXACT LOCATION OF WATER TIE-IN WITH FIELD

SURVEY.

U7 2" CW LINE. RE: 1/P101 FOR CONTINUATION.

U9 2" DOMESTIC WATER PRESSURE REDUCING VALVE - RE: DETAIL 3/U501. PRESSURE REDUCING

VALVE MAY BE OMITTED IF NEW WATER LINE CONNECTION POINT IS DOWNSTREAM OF

EXISTING PRESSURE REDUCING VALVE. ENTIRE INSTALLATION SHALL BE IN ACCORDANCE

WITH THE LOCAL AUTHORITY HAVING JURISDICTION. EXTEND 2" DRAIN FROM METER VAULT

TO NEAREST STORM DRAINAGE DITCH - PROVIDE WITH J.R. SMITH #7070 TERMINAL VALVE OR

EQUAL BY WATTS, ZURN, JOSAM, MIFAB, OR WADE.

U10 PROPOSED LOCATION OF OPEN-PAVEMENT CUT. REFER TO CIVIL DRAWINGS FOR

OPEN-PAVEMENT CUT AND PATCHING DETAILS. AT CONTRACTOR'S OPTION, DIRECTIONAL

BORE MAY BE USED IN LIEU OF OPEN-PAVEMENT CUT.

U11 ROUTE 2" FORCE MAIN LINE TO SEPTIC DISTRIBUTION BOX. REFER TO CIVIL DRAWINGS FOR

CONTINUATION AND ADDITIONAL INFORMATION ON SEPTIC SYSTEM.

# Doc # Date

1 AD1 01-10-2025

File details come from the government source that posted it. Updated .