B-3 RQLH059034 NORTHCOM Construct Alert Apron Drawings.pdf

PDF 29 MB Posted Aug 20, 2020

Attached to: Alert Facility and Alert Apron Federal contract opportunity
Solicitation number: N69450-20-R-0129
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the construction of an Aerospace Control Alert Facility and Alert Apron at NAS JRB New Orleans. The project includes building an alert facility with two aircraft shelters, aircrew quarters, and an alternate command post. An alert apron will also be constructed for two alert ready aircraft along with associated utilities, site work, lighting, and security upgrades. The facilities must be designed and built in accordance with DoD and Air Force standards using local materials where cost effective. The contract will be a firm-fixed-price design-bid-build agreement with the Naval Facilities Engineering Command as the awarding agency. The period of performance is 1300 calendar days from award with a total project value between $25-100 million. The solicitation is unrestricted and open to all responsible sources on a full and open competitive basis.

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Other files for this federal contract opportunity

Other files attached to Alert Facility and Alert Apron, newest first.
File	Type	Posted
N6945020R0129_Amendment_0007.pdf	PDF	Nov 3, 2020
C201 SITE PLAN_Amd06_2020-10-21.pdf	PDF	Oct 22, 2020
N69450-20-R-0129_AMENDMENT_0006.pdf	PDF	Oct 22, 2020
Amd_0004_CLINS.pdf	PDF	Oct 9, 2020
N6945020R0129_Amendment_0004.pdf	PDF	Oct 9, 2020
PROJECT TOC Amendment 0003.pdf	PDF	Oct 6, 2020
ESD106 - ELECTRICAL SITE DEMOLITION_Amd0003_2020-10-06.pdf	PDF	Oct 6, 2020
32 11 20 Amendment 0003.pdf	PDF	Oct 6, 2020
ESD107 - ELECTRICAL SITE DEMOLITION_Amd0003_2020-10-06.pdf	PDF	Oct 6, 2020
32 12 16 Amendment 0003.pdf	PDF	Oct 6, 2020
ESD108 - ELECTRICAL SITE DEMOLITION_Amd0003_2020-10-06.pdf	PDF	Oct 6, 2020
ESD109 - ELECTRICAL SITE DEMOLITION_Amd0003_2020-10-06.pdf	PDF	Oct 6, 2020
32 01 13.62 Amendment 0003.pdf	PDF	Oct 6, 2020
32 11 23 Amendment 0003.pdf	PDF	Oct 6, 2020
A351 - SHELTER_1 BUILDING SECTIONS Amd 0002.pdf	PDF	Oct 2, 2020
P402 - ENLARGED CREW SANITARY PLAN SOUTH Amd 0002.pdf	PDF	Oct 2, 2020
CA200 - APRON GEOMETY AND UTILITY PLAN Amd 0002.pdf	PDF	Oct 2, 2020
A602 - DOOR_WINDOW_LOUVER DETAILS Amd 0002.pdf	PDF	Oct 2, 2020
C201 - SITE PLAN Amd 0002.pdf	PDF	Oct 2, 2020
C200 - OVERALL SITE PLAN Amd 0002.pdf	PDF	Oct 2, 2020
08 34 02 Amendment 0002.pdf	PDF	Oct 2, 2020
N6945020R0129_Amendment_0002.pdf	PDF	Oct 2, 2020
A352 - SHELTER_ BUILDING SECTIONS Amd 0002.pdf	PDF	Oct 2, 2020
10 26 00 Amendment 0002.pdf	PDF	Oct 2, 2020
10 21 23.16 Amendment 0002.pdf	PDF	Oct 2, 2020
13 34 19 Amendment 0002.pdf	PDF	Oct 2, 2020
A353 - SHELTER WALL SECTIONS Amd 0002.pdf	PDF	Oct 2, 2020
C401 - GRADING AND DRAINAGE PLAN Amd 0002.pdf	PDF	Oct 2, 2020
S152 SHELTER _1 SLAB PLAN_Amd01_2020-09-14.pdf	PDF	Sep 18, 2020
P403 ENLARGED CREW PIPING PLAN NORTH_Amd01_2020-09-14.pdf	PDF	Sep 18, 2020
E503 ELECTRICAL DETAILS_Amd01_2020-09-14.pdf	PDF	Sep 18, 2020
26 20 00 Amendment 0001.pdf	PDF	Sep 18, 2020
ESL101 EXTERIOR LIGHTING PLAN_Amd01_2020-09-14.pdf	PDF	Sep 18, 2020
S001 GENERAL NOTES_DESIGN CRITERIA_Amd01_2020-09-14.pdf	PDF	Sep 18, 2020
P102 OVERALL ECP PLUMBING FLOOR PLAN_Amd01_2020-09-14.pdf	PDF	Sep 18, 2020
P103 OVERALL SHELTER 1 PLUMBING PLAN_Amd01_2020-09-14.pdf	PDF	Sep 18, 2020
NOLA_Alert_R0129_SiteVisit_Roster.pdf	PDF	Sep 18, 2020
S154 SHELTER _2 SLAB PLAN_Amd01_2020-09-14.pdf	PDF	Sep 18, 2020
P104 OVERALL SHELTER 2 PLUMBING PLAN_Amd01_2020-09-14.pdf	PDF	Sep 18, 2020
ES107 ELECTRICAL SITE PLAN - NEW WORK_Amd01_2020-09-14.pdf	PDF	Sep 18, 2020
Attachment B_COVID-19 Screening Questionnaire.pdf	PDF	Aug 20, 2020
Exhibit E SB Participation Commitment Doc.docx	DOCX document	Aug 20, 2020
Exhibit A Construction Experience Project Data Sheet.docx	DOCX document	Aug 20, 2020
Exhibit D Historical SB Utilization.docx	DOCX document	Aug 20, 2020
B-3 NORTHCOM Construct Alert Spec.pdf	PDF	Aug 20, 2020
Exhibit F Small Business Subcontracting Plan.doc	DOC document	Aug 20, 2020
N6945020R0129.pdf	PDF	Aug 20, 2020
Attachment A_ProjNet_How To Guide.pdf	PDF	Aug 20, 2020
B-3 RQLH189009 NORTHCOM Construct Alert Facility Drawings.pdf	PDF	Aug 20, 2020
Exhibit B Past Performance Questionnaire.docx	DOCX document	Aug 20, 2020

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

C R

O N

DRAWFORM REVISION: 5 APRIL 2012

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

1 2 3 4 5

L F

ILI

C O

M M

S O

L A

ILL

SHEET FORMAT IS 22" X 34". IF PRINTED SHEET IS NOT 22" X 34", THEN IT IS NOT TO SCALE

JOANNE DIZ, P.E.

DANIEL J KIRSCH, R.A.

GIL SAMSON, P.E.

BRYAN PRATT, P.E.

DOUG A. HENRY, P.E.

RONNIE PERRON, P.E.

ALAN KOUCHINSKY, P.E.

CONSTRUCT ALERT APRON

B-3 SUBMITTAL 02/28/2020

PROJECT NO. RQLH059034

PROJECT MANAGER -

DESIGN ARCHITECT -

DESIGN STRUCTURAL -

DESIGN CIVIL/SITE -

DESIGN FIRE PROTECTION -

CHIEF ARCHITECT- HOLLY KING, R.A.

CHIEF STRUCTURAL KURT W. WITTMAN, P.E.

CHIEF CIVIL - JEFF FRANK, P.E.

CHIEF FIRE PROTECTION - ANTHONY DISANTO, P.E.

DESIGN MECHANICAL -

DESIGN ELECTRICAL -

CHIEF MECHANICAL - JAMES WARD, P.E.

CHIEF ELECTRICAL - RAMÓN H. FLORES, P.E.

B-3 SUBMITTAL 02/28/2020

DESIGN MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PROJECT MANAGER

ANTHONY DISANTO

Michelle Contestabile

HOLLY KING

JOANNE DIZ

MICHELLE CONTESTABILE, P.E.DESIGN MANAGER - ROBERT W. PRICE, P.E.DESIGN CIVIL/AIRFIELD -

1323108

N69450-X-C-XXXX

15135142

G000

R S

J R

B N

E C

, L

O U

N A

1 77

BELLE CHASSE, LOUISIANA

NAS JRB NEW ORLEANS

NORTHCOM REPLACE ALERT COMPLEX

SITE LOCATIONLOCATION MAP

CONTESTABILE.MIC

HELLE.1009694478

Digitally signed by

CONTESTABILE.MICHELLE.1009694478

Date: 2020.08.06 14:03:15 -04'00'

KIRSCH.DANIEL.J.1

523673889

Digitally signed by

KIRSCH.DANIEL.J.1523673889

Date: 2020.08.06 14:22:00 -04'00'

HENRY.DOUGLAS.A.1

383618289

Digitally signed by

HENRY.DOUGLAS.A.1383618289

Date: 2020.08.06 15:51:01 -04'00'

PRATT.BRYAN.C.10

09043795

Digitally signed by

PRATT.BRYAN.C.1009043795

Date: 2020.08.06 16:06:27 -04'00'

DIZ.JOANNE.E.1397838

Digitally signed by

DIZ.JOANNE.E.1397838826

Date: 2020.08.06 16:44:28 -04'00'

SAMSON.GIL.GERARD.1

530020521

Digitally signed by

SAMSON.GIL.GERARD.1530020521

Date: 2020.08.10 11:51:11 -04'00'

KOUCHINSKY.ALAN.JOHN.136

5370458

Digitally signed by

KOUCHINSKY.ALAN.JOHN.1365370458

Date: 2020.08.10 20:23:26 -04'00'

PERRON.RONNIE.D.

1369516767

Digitally signed by

PERRON.RONNIE.D.1369516767

Date: 2020.08.11 14:26:38 -04'00'

FLORES.RAMON.H.1383

332679

Digitally signed by

FLORES.RAMON.H.1383332679

Date: 2020.08.12 12:05:03 -04'00'

WARD.JAMES.E.

1386951132

Digitally signed by WARD.JAMES.E.1386951132 Date: 2020.08.12 15:27:18 -04'00'

PRICE.ROBERT.W.JR.

1392492875

Digitally signed by

PRICE.ROBERT.W.JR.1392492875

Date: 2020.08.17 10:38:28 -04'00'

DISANTO.ANTHONY.M.10

91099671

Digitally signed by

DISANTO.ANTHONY.M.1091099671

Date: 2020.08.17 12:15:54 -04'00'

WITTMAN.KURT.W.11

99185183

Digitally signed by

WITTMAN.KURT.W.1199185183

Date: 2020.08.17 13:18:46 -04'00'

FRANK.JEFFREY.W

ADE.1013317115

Digitally signed by

FRANK.JEFFREY.WADE.1013317115

Date: 2020.08.18 08:33:23 -04'00'

KING.HOLLY.M.1385250

Digitally signed by

KING.HOLLY.M.1385250165

Date: 2020.08.18 13:57:49 -04'00'

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AutoCAD SHX Text CONSTRUCTION LAY DOWN AREA COORDINATE LOCATION WITH PWD BEFORE CONSTRUCTION START.

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CONSTRUCTION ROUTE

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DEPARTMENT OF THE NAVY

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CONSTR. CONTR. NO.

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 7 AUGUST 2009

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC / B.L.T.L.

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SEAL

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A/E INFO

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EPROJECT NO.:

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GENERAL NOTES, LEGENDS AND ABBREVIATIONS

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AS SHOWN

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IPT SOUTHEAST

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NAVAL AIR STATION JACKSONVILLE

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NAS JRB NEW ORLEANS

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NEW ORLEANS, LA

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PM/DM

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M CONTESTABILE

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BRANCH MANAGER

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JOANNE DIZ

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CHIEF ENG/ARCH

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FIRE PROTECTION

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ANTHONY DISANTO

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N69450-XX-C-XXXX

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ABBREVIATIONS LEGEND

AutoCAD SHX Text AGEHMS AUXILIARY GROUND EQUIPMENT AND AUXILIARY GROUND EQUIPMENT AND HAZARDOUS MATERIALS STORAGE AC ASPHALTIC CONCRETE ASPHALTIC CONCRETE ALO APPROXIMATE LOCATION OF APPROXIMATE LOCATION OF B/C BOTTOM OF CURB BOTTOM OF CURB BL BREAKLINE BREAKLINE BLDG BUILDING BUILDING BP BASIN PROTECTION BASIN PROTECTION BMP BEST MANAGEMENT PRACTICES BEST MANAGEMENT PRACTICES CL CENTERLINE CENTERLINE C.B. CATCH BASIN CATCH BASIN C.B.S. CONCRETE BLOCK STRUCTURE CONCRETE BLOCK STRUCTURE CN CURVE NUMBER CURVE NUMBER C.O. CLEANOUT CLEANOUT COMM COMMUNICATIONS COMMUNICATIONS CONC CONCRETE CONCRETE DIA DIAMETER DIAMETER DIAMETER ECP ENTRY CONTROL POINT ENTRY CONTROL POINT EP or E/P EDGE OF PAVEMENT EDGE OF PAVEMENT EX. EXISTING EXISTING FFE FINISHED FLOOR ELEVATION FINISHED FLOOR ELEVATION F.W. FIRE WELL FIRE WELL GALV. GALVANIZED GALVANIZED GEN. GENERATOR GENERATOR GSE GROUND SUPPORT EQUIPMENT GROUND SUPPORT EQUIPMENT HB HAYBALES HAYBALES HGL HYDRAULIC GRADE LINE HYDRAULIC GRADE LINE INV INVERT INVERT LOD LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE MAX MAXIMUM MAXIMUM MECH MECHANICAL EQUIPMENT MECHANICAL EQUIPMENT MG MATCH GRADEMATCH GRADE

AutoCAD SHX Text MH MANHOLE MANHOLE MIN. MINIMUM MINIMUM MP MATCH PAVEMENT MATCH PAVEMENT MUTCD MANUAL OF UNIFORM MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES NAS NAVAL AIR STATION NAVAL AIR STATION NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER O/H OVERHEAD OVERHEAD OWS OIL/WATER SEPARATOR OIL/WATER SEPARATOR PCC PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE PIV POST INDICATOR VALVE POST INDICATOR VALVE PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE R RADIUS RADIUS RD ROOF DRAIN ROOF DRAIN RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE SAN SANITARY SEWER SANITARY SEWER sf SQUARE FEET SQUARE FEET STD. STANDARD STANDARD TBM TEMPORARY BENCHMARK TEMPORARY BENCHMARK T/C TOP OF CURB TOP OF CURB TS TRANSFER SWITCH TRANSFER SWITCH TYP. TYPICAL TYPICAL U/G UNDERGROUND UNDERGROUND UG UNDERGROUND UNDERGROUND UGC UNDERGROUND UNDERGROUND COMMUNICATIONS UGE UNDERGROUND ELECTRIC UNDERGROUND ELECTRIC WWF WELDED WIRE FABRIC WELDED WIRE FABRIC XFMR TRANSFORMERTRANSFORMER

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ANNOTATION SYMBOLS LEGEND

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SHEET

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VIEW#

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VIEW TITLE

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SCALE

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SHEET DETAIL IS LOCATED ON

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DETAIL NUMBER

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DRAWING VIEW NUMBER

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DRAWING VIEW TITLE

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REVISION NUMBER (PRE-AWARD AMMENDMENTS)

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REVISION LETTER (POST-AWARD AMMENDMENTS)

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REVISION CLOUD (LIMITS OF REVISION AREA)

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UNDERGROUND ELECTRIC

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LINETYPE LEGEND

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EXISTING

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NEW

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FENCE - CHAIN LINK

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FENCE - WOOD

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FIBER OPTIC

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CONDUIT

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POTABLE WATER PIPE

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SANITARY SEWER PIPE

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UNDERGROUND CABLE TV

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LIMITS OF CONSTRUCTION

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SILT FENCE

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GAS LINE - 1 INCH

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POTABLE WATER LINE - 3 INCH

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FIRE SERVICE LINE - 8 IN

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SANITARY SERVICE PIPE

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UNDERGROUND COMMUNICATION

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ROOF DRAIN PIPE

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FIRE PROTECTION WATER

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NATURAL GAS PIPE

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ELECTRIC

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FENCE - AIRFIELD SECURITY

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STORM SEWER PIPE

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LIMITS OF DISTURBANCE

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ELECTRIC / TELEPHONE

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OVERHEAD ELECTRIC

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UNDERGROUND FUEL

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TREE LINE

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DRAIN LINE

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STORM DRAIN

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TEMPORARY STORM SEWER PIPE

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CREPE MYRTLE

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OAK

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PALM

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SAGO PALM

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ORNAMENTAL TREE

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GENERIC TREE

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HEDGE

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SHRUB/BUSH

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TREE PROTECTION FENCE

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REMOVE TREE/BUSH

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BUILDING

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BITUMINOUS PAVEMENT

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LIGHT DUTY CONCRETE

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PERVIOUS PAVERS

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CONCRETE CURB & GUTTER

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GRAPHICS LEGEND

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EXISTING

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NEW

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PAVEMENT STRIPING

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OVERHANG/CANOPY

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POTABLE WATER LINE - 4 INCH

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DEMOLITION

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BH 05

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BACK FLOW PREVENTOR

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SANITARY CLEAN OUT

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ELECTRICAL BOX

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LIGHT POLE

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FIRE HYDRANT

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ELECTRIC MANHOLE

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STORM MANHOLE

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TELEPHONE MANHOLE

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"NO LABEL" MANHOLE

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SANITARY MANHOLE

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METAL POST

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WOOD POST

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SPRINKLER HEAD

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TELEPHONE PEDESTAL

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IRRIGATION VALVE

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GAS VALVE

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WATER VALVE

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CABLE TV BOX

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PIC # AND DIRECTION

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MONITORING WELL

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BORE HOLE NUMBER &

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ELEVATION

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EL:32.05

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CATCH BASIN

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PROTECTION BARRIER

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SOIL SPT BORING LOCATION AND DESIGNATION

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DRAINAGE FLOW PATTERN

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WATER VALVE

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STORM DRAINAGE INLET

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SANITARY SEWER MANHOLE

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FIRE HYDRANT

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STORM DRAINAGE MANHOLE

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MINOR CONTOUR

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MAJOR CONTOUR W/ LABEL

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STORM DRAINAGE LINE

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SPOT ELEVATION

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SANITARY SEWER LINE

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LIGHT POLE

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POWER POLE

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GUY WIRE

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CLEANOUT

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FIRE DEPARTMENT CONNECTION

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POST INDICATOR VALVE

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WATER METER

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CONCRETE ROADS, SIDEWALKS, PADS

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6" SANITARY

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FDC

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SMH

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DMH

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36" RCP

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PIV

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FLUSH CONCRETE CURB

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RAISED CONCRETE CURB

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CONCRETE PAVEMENT JOINT TYPE

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FIBER OPTIC CABINET

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FOC

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CONCRETE PAVEMENT SLAB TO BE REINFORCED

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SOIL AUGER BORING LOCATION AND DESIGNATION

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PARKING STALL WHEELSTOP

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CR2

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ROOF DRAIN COLLECTION

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CONCRETE PAVEMENT JOINTS

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SIGN

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GEOMETRY CONTROL POINT

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CURVE DESIGNATION

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FLUSH CONCRETE SIDEWALK

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RAISED CONCRETE SIDEWALK

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DRAINAGE FEATURE DESIGNATION

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DI-136

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DS-4

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SIDEWALK JOINT PATTERN

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STONE RIPRAP

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TURBIDITY BARRIER

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INLET PROTECTION

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CHAIN-LINK FENCE (C.L.F.)

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UTILITY SLEEVE CROSSING PAVEMENT

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VEHICLE SLIDING GATE

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TURNSTILE

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4 STRAND BARBED WIRE FENCE

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PEDESTRIAN SWING GATE

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TOB

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TOS

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10" SS

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15" SD

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PHOTO LOCATION

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BOLLARD

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BENCH MARK

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FUEL VALVE

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SURVEY CONTROL POINT

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MONITORING WELL

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EXPOSED PIPE

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TRANSFORMER PAD

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TIE DOWN

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TOP OF BANK

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DITCH/SWALE/EDGE OF WATER

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TOP OF SLOPE

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INTERIOR CLEAR ZONE

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EXTERIOR CLEAR ZONE

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" CAPPED IRON ROD #6679 FOR CONTROL

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DEPARTMENT OF THE NAVY

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 7 AUGUST 2009

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC / B.L.T.L.

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SEAL

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A/E INFO

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EPROJECT NO.:

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GENERAL NOTES

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AS SHOWN

AutoCAD SHX Text 51135146

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IPT SOUTHEAST

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NAVAL AIR STATION JACKSONVILLE

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NAS JRB NEW ORLEANS

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NEW ORLEANS, LA

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PM/DM

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M CONTESTABILE

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BRANCH MANAGER

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JOANNE DIZ

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CHIEF ENG/ARCH

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FIRE PROTECTION

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ANTHONY DISANTO

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N69450-XX-C-XXXX

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GENERAL NOTES

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EROSION CONTROL NOTES

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1. HORIZONTAL COORDINATES ARE IN US SURVEY FEET AND HORIZONTAL COORDINATES ARE IN US SURVEY FEET AND REFER TO THE LOUISIANA STATE PLANE COORDINATE SYSTEM, NAD83 AND VERTICAL ELEVATIONS ARE IN FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). SURVEY PROVIDED BY MACKAY BASED ON FIELD WORK CONDUCTED IN 2017. SURVEY UPDATED OCT. 2019. 2. THE SURVEY PROVIDED DOES NOT GUARANTEE THE EXISTENCE THE SURVEY PROVIDED DOES NOT GUARANTEE THE EXISTENCE OR NONEXISTENCE, SIZE, TYPE, DEPTH, MATERIAL OR LOCATION OF ANY UNDERGROUND UTILITIES. ALL UTILITIES SHOWN ARE BASED ON ABOVEGROUND UTILITY STRUCTURES, AVAILABLE UTILITY MAPS AND SITE PLANS. 3. THE GEOTECHNICAL ENGINEERING REPORT, PREPARED BY THE GEOTECHNICAL ENGINEERING REPORT, PREPARED BY TERRACON CONSULTANTS, IS PROVIDED AS A SEPARATE DOCUMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL/DISPOSAL OF ANY UNSUITABLE MATERIAL FROM THEIR OPERATION, FURNISHING AND COMPACTING SUITABLE REPLACEMENT BACKFILL MATERIAL IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE REQUIRED FOR THE PROJECT. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM, IN THE FIELD, THE LOCATIONS AND ELEVATIONS SHOWN PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 6. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION WITH ALL OTHER UTILITIES CONSTRUCTION. 7. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE EROSION CONTROLS DURING AND FOLLOWING CONSTRUCTION UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED TO AVOID ADVERSE ENVIRONMENTAL IMPACTS TO OFF-SITE PROPERTY AND DRAINAGE SYSTEMS. 8. ALL UNDERGROUND UTILITIES TO BE INSTALLED SHALL BE IN ALL UNDERGROUND UTILITIES TO BE INSTALLED SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 9. THE CONTRACTOR SHALL NOTIFY ALL APPLICABLE UTILITIES THE CONTRACTOR SHALL NOTIFY ALL APPLICABLE UTILITIES COMPANIES AND THE CONTRACTING OFFICER 48 HOURS, LA AIR NATIONAL GUARD TWO WEEKS AND BASE UTILITIES 48 HOURS PRIOR TO INITIATING ANY EXCAVATION ACTIVITIES, OR AS SPECIFIED BY THE UTILITIES COMPANIES AND THE PERMITS OBTAINED FOR THE WORK. 10. THE CONTRACTING OFFICER SHALL BE GIVEN TWENTY FOUR THE CONTRACTING OFFICER SHALL BE GIVEN TWENTY FOUR HOURS (24-HR) NOTICE OF ALL MEETINGS AND OR TESTING MEASURES RELATED TO SAID PROJECT. 11. CONSTRUCTION WARNING SIGNS ARE TO BE MOUNTED AND CONSTRUCTION WARNING SIGNS ARE TO BE MOUNTED AND ERECTED BEFORE CONSTRUCTION CAN COMMENCE. THESE AND ALL TRAFFIC CONTROL DEVICES SHALL FOLLOW THE STANDARDS SET FORTH BY THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS WELL AS LOUISIANA DEPARTMENT OF TRANSPORTATION STANDARD INDEX. 12. THE CONTRACTOR IS RESPONSIBLE FOR CLEARLY IDENTIFYING THE CONTRACTOR IS RESPONSIBLE FOR CLEARLY IDENTIFYING THE AREA OF CONSTRUCTION AND SAFELY ROUTING ALL VEHICULAR AND PEDESTRIAN TRAFFIC AROUND THE CONSTRUCTION AREA. THE CONSTRUCTION AREA SHALL BE CLEARLY MARKED AT ALL TIMES. 13. THE CONTRACTOR SHALL LOCATE, VERIFY, AND IDENTIFY ALL THE CONTRACTOR SHALL LOCATE, VERIFY, AND IDENTIFY ALL EXISTING UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON THE PLANS PRIOR TO ANY EXCAVATING ACTIVITIES. 14. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO EXCAVATION AND TAKE ALL MEASURES NECESSARY TO PROTECT UTILITIES DURING CONSTRUCTION. FENCE POSTS SHALL BE SPACED AS NEEDED TO AVOID UNDERGROUND UTILITIES AND STEAM LINES. CONTRACTOR SHALL SOFT DIG OR HAND DIG IN AREAS WITH CONGESTED UTILITY CORRIDORS. SHOULD ANY UTILITY LINE OR COMPONENT BECOME DAMAGED OR REQUIRE RELOCATION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE RESPONSIBLE UTILITY COMPANY AND THE CONTRACTING OFFICER. 15. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES, SURVEY THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES, SURVEY MARKERS, MONUMENTS, ETC. DURING CONSTRUCTION. THE CONTRACTOR SHALL RESTORE/REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. 16. FOR RESTRICTIONS AND REQUIREMENTS RELATIVE TO WORK FOR RESTRICTIONS AND REQUIREMENTS RELATIVE TO WORK ON OR ADJACENT TO THE AIRFIELD, SEE SPECIFICATION SECTION 01 35 13. 17. THE GOVERNMENT WILL RELOCATE DUMPSTERS AS NEEDED THE GOVERNMENT WILL RELOCATE DUMPSTERS AS NEEDED FOR CONSTRUCTION. CONTRACTOR TO IDENTIFY DUMPSTERS TO BE MOVED AND NOTIFY GOVERNMENT WITH MINIMUM OF 14 DAYS NOTICE.

AutoCAD SHX Text ALL CODES REGULATING DEMOLITION WORK SHALL BE COMPLIED WITH. THE CONTRACTOR SHALL PUT UP BARRIERS AND WARNING LIGHTS, AS MAY BE NECESSARY OR REQUIRED BY CODE, TO PROTECT AND PREVENT UNAUTHORIZED PERSONNEL FROM ENTERING THE DEMOLITION WORK AREA. ALL DEMOLITION OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) INSOFAR AS THEY APPLY TO DEMOLITION WORK TO BE PERFORMED UNDER THIS CONTRACT. 1. ALL THE EXISTING FACILITIES SHALL BE ACCESSIBLE DURING ALL THE EXISTING FACILITIES SHALL BE ACCESSIBLE DURING THE WHOLE TIME OF CONSTRUCTION. 2. TEMPORARY PROTECTIVE DEVICES, AS REQUIRED SHALL BE TEMPORARY PROTECTIVE DEVICES, AS REQUIRED SHALL BE INSTALLED ADJACENT TO THE DEMOLITION WORK FOR PROTECTION OF PERSONNEL, EXISTING ADJACENT BUILDINGS, STRUCTURES AND EQUIPMENT AGAINST DUST, FALLING OR FLYING DEBRIS. ANY DAMAGE TO EXISTING STRUCTURES, FACILITIES AND/OR EQUIPMENT RESULTING FROM DEMOLITION WORK SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE GOVERNMENT. 3. ALL DEBRIS, STUMPS AND MATERIALS GENERATED BY PROJECT ALL DEBRIS, STUMPS AND MATERIALS GENERATED BY PROJECT DEMOLITION SHALL BE HAULED AWAY AND DISPOSED OF BY THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR OBTAINING DISPOSAL AREAS. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PREVENT SPILLAGE OF MATERIALS BEING HAULED IN PUBLIC STREETS. IT SHALL BE THE CONTRACTOR RESPONSIBILITY TO IMMEDIATELY CLEAN UP ANY SPILLAGE WHICH MAY ACCIDENTALLY OCCUR. 5. THE CONTRACTOR SHALL MAINTAIN AN ORDER OF NEATNESS AND THE CONTRACTOR SHALL MAINTAIN AN ORDER OF NEATNESS AND CONTRACTOR SHALL MAINTAIN AN ORDER OF NEATNESS AND CONTRACTOR SHALL MAINTAIN AN ORDER OF NEATNESS AND SHALL MAINTAIN AN ORDER OF NEATNESS AND SHALL MAINTAIN AN ORDER OF NEATNESS AND MAINTAIN AN ORDER OF NEATNESS AND MAINTAIN AN ORDER OF NEATNESS AND AN ORDER OF NEATNESS AND AN ORDER OF NEATNESS AND ORDER OF NEATNESS AND ORDER OF NEATNESS AND OF NEATNESS AND OF NEATNESS AND NEATNESS AND NEATNESS AND AND AND GOOD HOUSEKEEPING. TOOLS, SCAFFOLDING AND OTHER HOUSEKEEPING. TOOLS, SCAFFOLDING AND OTHER HOUSEKEEPING. TOOLS, SCAFFOLDING AND OTHER TOOLS, SCAFFOLDING AND OTHER TOOLS, SCAFFOLDING AND OTHER TOOLS, SCAFFOLDING AND OTHER SCAFFOLDING AND OTHER SCAFFOLDING AND OTHER AND OTHER AND OTHER OTHER OTHER DEMOLITION EQUIPMENT SHALL AT ALL TIMES BE KEPT IN A NEAT EQUIPMENT SHALL AT ALL TIMES BE KEPT IN A NEAT EQUIPMENT SHALL AT ALL TIMES BE KEPT IN A NEAT SHALL AT ALL TIMES BE KEPT IN A NEAT SHALL AT ALL TIMES BE KEPT IN A NEAT AT ALL TIMES BE KEPT IN A NEAT AT ALL TIMES BE KEPT IN A NEAT ALL TIMES BE KEPT IN A NEAT ALL TIMES BE KEPT IN A NEAT TIMES BE KEPT IN A NEAT TIMES BE KEPT IN A NEAT BE KEPT IN A NEAT BE KEPT IN A NEAT KEPT IN A NEAT KEPT IN A NEAT IN A NEAT IN A NEAT A NEAT A NEAT NEAT NEAT AND ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE ARRANGEMENT. AT THE CONCLUSION OF THE ARRANGEMENT. AT THE CONCLUSION OF THE AT THE CONCLUSION OF THE AT THE CONCLUSION OF THE AT THE CONCLUSION OF THE THE CONCLUSION OF THE THE CONCLUSION OF THE CONCLUSION OF THE CONCLUSION OF THE OF THE OF THE THE THE DEMOLITION OPERATIONS, THE ENTIRE WORK AREA SHALL BE LEFT OPERATIONS, THE ENTIRE WORK AREA SHALL BE LEFT OPERATIONS, THE ENTIRE WORK AREA SHALL BE LEFT THE ENTIRE WORK AREA SHALL BE LEFT THE ENTIRE WORK AREA SHALL BE LEFT ENTIRE WORK AREA SHALL BE LEFT ENTIRE WORK AREA SHALL BE LEFT WORK AREA SHALL BE LEFT WORK AREA SHALL BE LEFT AREA SHALL BE LEFT AREA SHALL BE LEFT SHALL BE LEFT SHALL BE LEFT BE LEFT BE LEFT LEFT LEFT IN A CLEAN CONDITION AS REQUIRED FOR SUBSEQUENT NEW A CLEAN CONDITION AS REQUIRED FOR SUBSEQUENT NEW A CLEAN CONDITION AS REQUIRED FOR SUBSEQUENT NEW CLEAN CONDITION AS REQUIRED FOR SUBSEQUENT NEW CLEAN CONDITION AS REQUIRED FOR SUBSEQUENT NEW CONDITION AS REQUIRED FOR SUBSEQUENT NEW CONDITION AS REQUIRED FOR SUBSEQUENT NEW AS REQUIRED FOR SUBSEQUENT NEW AS REQUIRED FOR SUBSEQUENT NEW REQUIRED FOR SUBSEQUENT NEW REQUIRED FOR SUBSEQUENT NEW FOR SUBSEQUENT NEW FOR SUBSEQUENT NEW SUBSEQUENT NEW SUBSEQUENT NEW NEW NEW WORK. 6. FOR AREAS OF THE BASE WITH LARGE AMOUNTS OF FOR AREAS OF THE BASE WITH LARGE AMOUNTS OF AREAS OF THE BASE WITH LARGE AMOUNTS OF AREAS OF THE BASE WITH LARGE AMOUNTS OF OF THE BASE WITH LARGE AMOUNTS OF OF THE BASE WITH LARGE AMOUNTS OF THE BASE WITH LARGE AMOUNTS OF THE BASE WITH LARGE AMOUNTS OF BASE WITH LARGE AMOUNTS OF BASE WITH LARGE AMOUNTS OF WITH LARGE AMOUNTS OF WITH LARGE AMOUNTS OF LARGE AMOUNTS OF LARGE AMOUNTS OF AMOUNTS OF AMOUNTS OF OF OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL UTILIZE UTILITIES, THE CONTRACTOR SHALL UTILIZE UTILITIES, THE CONTRACTOR SHALL UTILIZE THE CONTRACTOR SHALL UTILIZE THE CONTRACTOR SHALL UTILIZE CONTRACTOR SHALL UTILIZE CONTRACTOR SHALL UTILIZE SHALL UTILIZE SHALL UTILIZE UTILIZE UTILIZE METHODS DURING TRENCHING AND FENCE POST DIGGING DURING TRENCHING AND FENCE POST DIGGING DURING TRENCHING AND FENCE POST DIGGING TRENCHING AND FENCE POST DIGGING TRENCHING AND FENCE POST DIGGING AND FENCE POST DIGGING AND FENCE POST DIGGING FENCE POST DIGGING FENCE POST DIGGING POST DIGGING POST DIGGING DIGGING DIGGING OPERATIONS TO "SOFT" LOCATE UTILITIES. 7. CONTRACTOR TO SCHEDULE CLEARING AND GRADING WORK FOR CONTRACTOR TO SCHEDULE CLEARING AND GRADING WORK FOR CONTRACTOR TO SCHEDULE CLEARING AND GRADING WORK FOR CONTRACTOR TO SCHEDULE CLEARING AND GRADING WORK FOR TO SCHEDULE CLEARING AND GRADING WORK FOR TO SCHEDULE CLEARING AND GRADING WORK FOR SCHEDULE CLEARING AND GRADING WORK FOR SCHEDULE CLEARING AND GRADING WORK FOR CLEARING AND GRADING WORK FOR CLEARING AND GRADING WORK FOR AND GRADING WORK FOR AND GRADING WORK FOR GRADING WORK FOR GRADING WORK FOR WORK FOR WORK FOR FOR FOR CLEAR ZONES AND UTILITY TRENCHING SUCH THAT THERE IS NOT ZONES AND UTILITY TRENCHING SUCH THAT THERE IS NOT ZONES AND UTILITY TRENCHING SUCH THAT THERE IS NOT AND UTILITY TRENCHING SUCH THAT THERE IS NOT AND UTILITY TRENCHING SUCH THAT THERE IS NOT UTILITY TRENCHING SUCH THAT THERE IS NOT UTILITY TRENCHING SUCH THAT THERE IS NOT TRENCHING SUCH THAT THERE IS NOT TRENCHING SUCH THAT THERE IS NOT SUCH THAT THERE IS NOT SUCH THAT THERE IS NOT THAT THERE IS NOT THAT THERE IS NOT THERE IS NOT THERE IS NOT IS NOT IS NOT NOT NOT MORE THAN 5 DAYS BETWEEN GROUND DISTURBANCE AND THAN 5 DAYS BETWEEN GROUND DISTURBANCE AND THAN 5 DAYS BETWEEN GROUND DISTURBANCE AND 5 DAYS BETWEEN GROUND DISTURBANCE AND 5 DAYS BETWEEN GROUND DISTURBANCE AND DAYS BETWEEN GROUND DISTURBANCE AND DAYS BETWEEN GROUND DISTURBANCE AND BETWEEN GROUND DISTURBANCE AND BETWEEN GROUND DISTURBANCE AND GROUND DISTURBANCE AND GROUND DISTURBANCE AND DISTURBANCE AND DISTURBANCE AND AND AND SEEDING. IF THIS CRITERIA IS NOT MET, THE CONTRACTOR SHALL IF THIS CRITERIA IS NOT MET, THE CONTRACTOR SHALL IF THIS CRITERIA IS NOT MET, THE CONTRACTOR SHALL IF THIS CRITERIA IS NOT MET, THE CONTRACTOR SHALL THIS CRITERIA IS NOT MET, THE CONTRACTOR SHALL THIS CRITERIA IS NOT MET, THE CONTRACTOR SHALL CRITERIA IS NOT MET, THE CONTRACTOR SHALL CRITERIA IS NOT MET, THE CONTRACTOR SHALL IS NOT MET, THE CONTRACTOR SHALL IS NOT MET, THE CONTRACTOR SHALL NOT MET, THE CONTRACTOR SHALL NOT MET, THE CONTRACTOR SHALL MET, THE CONTRACTOR SHALL MET, THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL PROVIDE SILT FENCING AT THE LIMITS OF DISTURBANCE.

AutoCAD SHX Text

DEMOLITION NOTES

AutoCAD SHX Text

1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. 2.

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File details come from the government source that posted it. Updated Aug 21, 2020.