AIRPORT SEWER SPECS.pdf

PDF 1 MB Posted Jan 22, 2024

Attached to: LaGrange Callaway Airport Sewer Main
Solicitation number: PE-74150-NONST-2024-000000006
Issued by: Walker County, Georgia

About this file

Written by GovTribe AI · Aug 26, 2024

This document is the utility plan for the GA Crown Hangar Taxilane - Rough Grading/Utilities project for the LaGrange-Callaway Airport (LGC) in LaGrange, Georgia. The key details include the installation of various utilities such as a 1.5" HDPE water line, 6" DIP fire water line, 4" PVC sanitary sewer, communications line connection, and electrical connection. The project also involves the construction of a proposed PCC apron, AC parking lot, and associated site improvements. The quantities for the key utility items are provided, including 59 LF of 1.5" HDPE water line, 82 LF of 6" DIP water line, 90 LF of 4" PVC sanitary sewer pipe, and two 4" sanitary sewer cleanouts.

The document indicates that the City of LaGrange and/or Troup County will install certain utility sections marked as "(BY OTHERS)," while the contractor is responsible for installing the utilities shown in color. The contractor is also required to coordinate with the City of LaGrange and utility companies for all utility installations. Additionally, the document provides a deductive alternate for the sanitary sewer items, giving the City an option to install the non-(BY OTHERS) sanitary sewer items themselves.

View the file

Other files

File	Type	Posted
Callaway Airport Sewer Addendum 1.pdf	PDF	Jan 22, 2024
City of LaGrange Sewer Specs.pdf	PDF	Jan 22, 2024
Aiport Sewer Bid Packet.pdf	PDF	Jan 22, 2024
Callaway Airport Sewer Pre Bid Sign In Sheet.pdf	PDF	Jan 22, 2024
AIRPORT SEWER BID TAB.pdf	PDF	Jan 22, 2024

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EXISTING WATER LINE

EXISTING GAS LINE

EXISTING UNDERGROUND ELECTRICAL LINE

EXISTING COMMUNICATIONS LINE

EXISTING SANITARY SEWER LINE

PROPOSED GAS LINE (BY OTHERS)

PROPOSED UNDERGROUND ELECTRICAL LINE (BY OTHERS)

PROPOSED UNDERGROUND ELECTRICAL LINE

PROPOSED COMMUNICATIONS LINE (BY OTHERS)

PROPOSED COMMUNICATIONS LINE

PROPOSED SANITARY SEWER MAIN LINE (BY OTHERS)

PROPOSED SANITARY SEWER HANGAR SERVICE LINE

PROPOSED WATER MAIN LINE (BY OTHERS)

PROPOSED WATER HANGAR SERVICE LINE

20' WIDE CITY OF LAGRANGE UTILITY CORRIDOR

LEGEND

GAS

UGE

COMM

SAN

UGE

COMM

SAN

UGE

SAN

COMM

PROPOSED SANITARY CL ALIGNMENT (BY OTHERS) PROFILE

0+00

1+00

2+00

3+00

4+00

5+00

6+00

6+75

24" RCP

INV.675.732 15" RCP

INV.675.484

CONST. 152.3' OF 8" PVC

@ 0.50% (P2) CONST. 506.3' OF 8" PVC

@ 0.50% (P1)

TAP EXISTING 8"

SANITARY MAIN

INV.667.300

STA: 3+87.83

OFF: 398.80' RT

CONNECT TO SANITARY

SEWER (BY OTHERS)

EXPECTED INV. 667.30

N O

E V

I S

I O

N S

D A

T E

A l f r e d

B e n e s c h

C o m p a n y

P e a c h t r e e

S t r e e t

S u i t e

A t l a n t a

G e o r g i a

J o b

N o

L A

G R

A N

G E

A L

L A

W A

A I R

P O

R T

G C

L A

G R

A N

G E

U T

I L

I T

L A

U-1

M F

L E

S D

J C

INV 676.77

CONNECT NEW 15"

RCP TO EXISTING PIPE

INV 675.55

PROPOSED HANGAR

FFE= 680.37'

E X

I S

T I N

S P

H A

L T

T A

X I L

A N

EXISTING PCC

APRON

EXISTING HANGAR

AIRPORT

ENTRANCE ROAD

AIRPORT SECURITY FENCE

TAXILANE PAVEMENT FOR REMOVAL

NOTE:

1. (BY OTHERS) INDICATES

THE UTILITY COMPANY

(CITY OF LAGRANGE

AND/OR TROUP COUNTY)

WILL INSTALL SECTIONS OF

UTILITY INDICATED,

INCLUDING MATERIALS,

LABOR, EQUIPMENT, ETC.

2. CONTRACTOR IS NOT

RESPONSIBLE FOR

INSTALLING (BY

OTHERS) UTILITIES.

3. CONTRACTOR IS

RESPONSIBLE FOR

INSTALLING UTILITIES

SHOWN IN COLOR.

PROPOSED OIL WATER SEPARATOR

SEE ARCHITECTURAL PLANS FOR CONTINUATION

SANITARY PRECAST MANHOLE

(BY OTHERS)

20' CITY O

LAG

RAN

G E M

AIN

LIN

E U

TILITY CO

RRIDO

1. ALL UTILITY WORK WITHIN THE CONSTRUCTION LIMITS SHALL BE

COMPLETED PRIOR TO PAVEMENT CONSTRUCTION. CONTRACTOR

SHALL VERIFY THAT ALL UTILITIES ARE IN PLACE PRIOR TO

PROCEEDING.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR &

ASSOCIATED COST OF ANY DAMAGE TO UTILITIES CAUSED BY

WORK PERFORMED AS INDICATED ON THE DRAWINGS &

SPECIFICATIONS.

3. CONTRACTOR SHALL COORDINATE WITH THE CITY OF LAGRANGE

AND/OR UTILITY COMPANIES FOR ALL UTILITY INSTALLATIONS.

4. SEE SHEET 15 (ST-1) FOR PROPOSED STORM DRAIN PLAN.

5. PROPOSED ELECTRIC TRANSFORMER, ELECTRICAL VAULT, ETC. FOR

NEW HANGAR. SEE MEP PLANS (BY OTHERS) FOR DETAILS.

6. ANY BORINGS, ROADWAY CUTS AND/OR PATCHES REQUIRED FOR

UTILITY INSTALLATION OF MAIN LINE ARE TO BE ACCOMPLISHED

AND PERFORMED BY ENTITY DOING THE INSTALLATION. NOT A

'PAY ITEM'.

7. CONTRACTOR TO CONSTRUCT 12" THICK UTILITY PAD

SURROUNDING SANITARY MANHOLE CONSTRUCTED BY OTHERS.

COST OF UTILITY PAD SHALL BE INCIDENTAL TO PROJECT COST. SEE

SHEET 14 (U-2) FOR DETAIL.

8. DEDUCTIVE ALTERNATE FOR SANITARY SEWER ITEMS PROVIDES

THE CITY WITH AN OPTION TO INSTALL THE NON - BY OTHERS

SANITARY SEWER ITEMS THEMSELVES. UNDER THIS OPTION, THE

CITY WOULD INSTALL ALL SANITARY SEWER ITEMS UP TO THE

PROPOSED HANGAR AND THE CONTRACTOR WOULD BE

RESPONSIBLE FOR CONNECTIONS OF INTERIOR SANITARY LINES TO

THE CITY INSTALLED EXTERIOR SANITARY LINES.

9. POTENTIAL UTILITY CONFLICTS WITHIN AIRPORT ROAD TO BE

BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.

10. ALL UTILITIES SHOWN ARE PROPOSED AND SHALL BE

CONSTRUCTED TO MEET SEPARATION REQUIREMENTS AND

CLEARANCES AS DEFINED BY THE CITY OF LAGRANGE STANDARDS.

11. CITY OF LAGRANGE IS REQUIRED TO BE PRESENT AND INSPECT ALL

WATER LINE CONNECTIONS TO CITY WATER MAIN.

CONSTRUCTION NOTES: #

CONTRACTOR TO INSTALL

SANITARY SEWER TAP

EXPECTED INV. 669.830'

CONNECT 1" GAS TO BUILDING. SEE

ARCHITECTURAL PLANS FOR CONTINUATION

CONNECT 1.5" DOMESTIC TO BUILDING (3'

BELOW FFE). SEE ARCHITECTURAL PLANS FOR

CONTINUATION

CONNECT 6" FIRE PROTECTION TO BUILDING (3'

BELOW FFE). SEE ARCHITECTURAL PLANS FOR

CONTINUATION

INSTALL TWO (2) 4" CONDUITS

FOR COMM LINE CONNECTION TO

BUILDING. SEE ARCHITECTURAL

PLANS FOR CONTINUATION

CONTRACTOR TO

COORDINATE FUEL TANK

UTILITY CONNECTIONS WITH

GA CROWN

EXISTING ACCESS ROAD

A I R

P O

R T

A R

K W

A Y

PROPOSED PCC

APRON

PROPOSED AC

PARKING LOT

SHEET QUANTITY

SPEC NO. BID ITEM QUANT. UNIT

B-102-1

1.5" HDPE WATER LINE

(DOMESTIC) 59 L.F.

B-102-2 6" DIP WATER LINE (FIRE) 82 L.F.

B-102-3 6"X6"X4" WATER LINE TEE,

INCLUDING THRUST BLOCK 1 E.A.

B-102-4 8"X8"X6" WATER LINE TEE,

INCLUDING THRUST BLOCK 1 E.A.

B-102-5

90 DEGREE WATER LINE

BEND, 4", INCLUDING

THRUST BLOCK

1 E.A.

B-102-6 4" GATE VALVE 1 E.A.

B-102-7 6" GATE VALVE, WITH PIV 1 E.A.

B-102-8 FIRE HYDRANT ASSEMBLY,

COMPLETE 1 L.S.

B-103-1 4" PVC SANITARY SEWER PIPE 90 L.F.

B-103-2 4" SANITARY SEWER

CLEANOUT 2 E.A.

B-110-1 COMM LINE CONNECTION 1 L.S.

B-110-2 ELECTRICAL CONNECTION 1 L.S.

SEE ARCHITECTURAL PLANS FOR CONTINUATION

CONTRACTOR

TO INSTALL

SINGLE SWEEP

CLEANOUT

INV. 677.30'

SANITARY PRECAST MANHOLE

(BY OTHERS)

INV. 670.592'

PROPOSED

ELECTRICAL

TRANSFORMER (BY

OTHERS) SIZED FOR

400A @208V/3PH.

SEE HANGAR SERVICE

CONNECTION DETAIL

ON SHEET 14 (U-2).

CONTRACTOR TO INSTALL

FIRE HYDRANT ASSEMBLY

CONTRACTOR TO INSTALL

8"X8"X6" TEE WITH 16 LF

OF 6" DIP

SWITCHING CABINET (BY OTHERS)

DEDUCTIVE ALTERNATE

B-103-1 4" PVC SANITARY SEWER PIPE 90 L.F.

B-103-2 4" SANITARY SEWER

CLEANOUT 2 E.A.

CONTRACTOR

TO INSTALL

SINGLE SWEEP

CLEANOUT

INV. 671.12'

UTILITY CROSSINGS

UTILITY #1 UTILITY #2

TYPE ELEV (IE) TYPE ELEV (TOP)

1 678.4 EX. 15" RCP 675.70 PR. 8" WATER 673.70

2 678.3 EX. 15" RCP 675.60 PR. 1" GAS 674.60

3 678.3 EX. 15" RCP 675.55 PR. UGE 674.55

4 678.3 PR. 15" RCP 675.52 PR. COMM 674.52

5 678.2 PR. 15" RCP 675.48 PR. 8" SAN. 669.79

6 679.0 PR. 24" RCP 675.79 PR. 8" WATER 673.71

7 678.8 PR. 24" RCP 675.77 PR. 1" GAS 675.18

8 678.6 PR. 24" RCP 675.76 PR. UGE 675.34

9 678.4 PR. 24" RCP 675.75 PR. COMM 675.34

10 678.3 PR. 24" RCP 675.73 PR. 8" SAN. 670.19

11 677.7 PR 6" WATER 673.00 PR. 8" SAN. 670.25

12 678.9 PR. 8" WATER 673.90 PR. 8" SAN. 671.80

PROPOSED UTILITY CORRIDOR

(BY OTHERS) SHALL BE ROUTED MINIMUM 2' BELOW

PROPOSED LOW FLOW LINER BASE MATERIAL.

CONCRETE LOW FLOW LINER SANITARY CLEANOUTS

4" SANITARY

SEWER PIPE

VALVE CLUSTER WITH 8"X8"X6" TEE WITH LENGTH OF PIPE EXTENDING PLAN SOUTH

TOWARDS FUTURE BUILDINGS. CAP PIPE AND POUR DEADMAN (BY OTHERS).

ELECTRICAL LINE SHOWN

FOR REFERENCE ONLY. SEE

ARCHITECTURAL PLANS

FOR DESIGN INFORMATION

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DRAWN BY:

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DATE

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PROJECT

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OCTOBER 2023

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GA CROWN HANGAR TAXILANE - ROUGH GRADING/UTILITIES

AutoCAD SHX Text No. PE048214 PE048214 PE048214 PROFESSIONAL

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HORIZONTAL SCALE IN FEET

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AutoCAD SHX Text npena Image jwright Line jwright Line jwright Text Box

HDPE

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CONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY

jwright Line jwright Text Box jwright Callout Proposed hydrant relocated south of Access Road jwright Ellipse jwright Callout Install New Sanitary Manhole. Inv. 669.36' jwright Line jwright Line jwright Text Box Install Doghouse Manhole

File details come from the government source that posted it. Updated Aug 26, 2024.