01-AS BUILT PDF COMBINED.pdf

PDF 29 MB Posted Jul 9, 2020

Attached to: Repair Fire Suppression System Buildings 135 and 138
Solicitation number: W50S6M-20-B-0001
Issued by: Department of the Army Alabama Army National Guard

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Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation to repair fire suppression systems at two buildings in Birmingham, Alabama. The solicitation number is W50S6M-20-B-0001 and is being issued by the Department of the Army Alabama Army National Guard. The work involves replacing an existing Aqueous Film Forming Foam fire suppression system with a High Expansion Foam system at buildings 135 and 138, which are aircraft maintenance hangars. The project will resolve life safety and code deficiencies, upgrade the water supply system, and replace all necessary valves, pumps and control systems to ensure a fully functional High Expansion Foam fire suppression system. It will also include the disposal of Aqueous Film Forming Foam products and equipment in accordance with applicable codes and laws. The work must be completed in accordance with the plans and specifications dated January 20, 2020.

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Other files

File	Type	Posted
OF 1419 Fire Signed.pdf	PDF	Jul 23, 2020
Amendment 6 SF-30.pdf	PDF	Jul 15, 2020
RFI Anwers 15 July 2020.pdf	PDF	Jul 15, 2020
BRKR162322-162323 RFI Responses No. 4.pdf	PDF	Jul 15, 2020
BRKR162322-162323 Addendum No. 3.pdf	PDF	Jul 15, 2020
BRKR162322-162323 RFI Responses No. 3.pdf	PDF	Jul 14, 2020
Amendment 5 SF-30.pdf	PDF	Jul 14, 2020
W50S6M-20-B-0001 0004.pdf	PDF	Jul 10, 2020
W50S6M-20-B-0001 0004.pdf	PDF	Jul 9, 2020
Amendment 4 SF-30.pdf	PDF	Jul 9, 2020
RFI Answers.pdf	PDF	Jul 2, 2020
W50S6M-20-B-0001 0003.pdf	PDF	Jul 2, 2020
Amendment 3 SF-30.pdf	PDF	Jul 2, 2020
BRKR162322-162323 RFI Responses No. 2.pdf	PDF	Jul 2, 2020
BRKR162322-162323 Addendum No. 2.pdf	PDF	Jul 2, 2020
Pre Bid Roster Fire Suppression.pdf	PDF	Jun 25, 2020
Pre bid meeting minutes.pdf	PDF	Jun 25, 2020
SlidesPreBid Updated.pdf	PDF	Jun 25, 2020
BRKR162322-162323 Addendum No. 1.pdf	PDF	Jun 23, 2020
BRKR162322-162323 RFI Responses No. 1.pdf	PDF	Jun 23, 2020
Amendment 2 SF-30.pdf	PDF	Jun 23, 2020
SF-30 Addendum.pdf	PDF	Jun 18, 2020
BRKR162323 Type B3 Drawings Signed.pdf	PDF	Jun 10, 2020
W50S6M-20-B-0001.pdf	PDF	Jun 10, 2020
BRKR162322 Type B3 Specs Signed.pdf	PDF	Jun 10, 2020
BRKR162322 Type B3 Drawings Signed.pdf	PDF	Jun 10, 2020
BRKR162323 Type B3 Specs Signed.pdf	PDF	Jun 10, 2020

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%%UGENERAL NOTES

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%%UGENERAL

AutoCAD SHX Text THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND LEGALLY DISPOSE OF THE MATERIALS OFFSITE. THE MATERIALS INCLUDE

AutoCAD SHX Text BUT ARE NOT LIMITED TO CONCRETE PAVEMENT, SIDEWALK, PIPE AND CURB & GUTTER, ASPHALT PAVEMENT, UNSUITABLE

AutoCAD SHX Text EXCAVATED MATERIAL, CHAIN LINK FENCE; SANITARY SEWER PIPE, LANDSCAPE MATERIAL AND ALL OTHER MATERIAL UNSUITABLE

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FOR USE ASSOCIATED WITH THIS PROJECT.

AutoCAD SHX Text THE CONTRACTOR SHALL NOT WORK OUTSIDE THE PROJECT LIMITS UNLESS SCHEDULED AND APPROVED BY THE CONTRACTING

AutoCAD SHX Text OFFICER. NO PROJECT LAYDOWN OUTSIDE THE LIMITS OF CONSTRUCTION IS AVAILABLE. THE CONTRACTOR SHALL CONDUCT

AutoCAD SHX Text THE CONTRACTING OFFICER SHALL MAKE NECESSARY MINOR GRADE ADJUSTMENTS DURING CONSTRUCTION AS WILL BEST FIT

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LOCAL CONDITIONS.

AutoCAD SHX Text THE CONTRACTOR IS NOT TO DISTURB BENCHMARKS IN ANY MANNER, UNLESS DIRECTED TO DO SO BY THE CONTRACTING

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OFFICER.

AutoCAD SHX Text ANY PAVEMENT DISTURBED BY HAULING OPERATIONS SHALL BE REPLACED TO A CONDITION SATISFACTORY TO THE CONTRACTING

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OFFICER. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.

AutoCAD SHX Text THE CONTRACTOR SHALL PREPARE AND SUBMIT HIS PROPOSED SEQUENCE OF CONSTRUCTION FOR APPROVAL BY THE CONTRACTING

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OFFICER PRIOR TO STARTING CONSTRUCTION OPERATIONS.

AutoCAD SHX Text THE CONTRACTOR SHALL MAINTAIN AIRPORT AND AIR NATIONAL GUARD SECURITY AT ALL TIMES.

AutoCAD SHX Text THE CONTRACTOR SHALL KEEP EACH CONSTRUCTION SITE CLEAN AND CLEAR OF ANY DEBRIS OR LITTER AT ALL TIMES. THIS

AutoCAD SHX Text INCLUDES SWEEPING SOIL OR STONE FROM PAVEMENT AND REMOVING ALL MATERIALS THAT MAY BE PICKED UP BY A TIRE, AutoCAD SHX Text THE WIND OR STORM WATER RUNOFF. THE CONTRACTOR IS NOT ALLOWED ON OR NEAR AIRFIELD APRON AND TAXIWAYS

AutoCAD SHX Text UNLESS SPECIFICALLY AUTHORIZED AND PERMITTED BY THE AIR NATIONAL GUARD AND THE BIRMINGHAM AIRPORT AUTHORITY.

AutoCAD SHX Text THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN TEMPORARY TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF

AutoCAD SHX Text THE CONTRACTING OFFICER AND IN COMPLIANCE WITH THE ALABAMA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

AutoCAD SHX Text UNLESS OTHERWISE SHOWN, ALL STRUCTURAL CONCRETE SHALL HAVE A 28-DAY MINIMUM COMPRESSIVE STRENGTH OF 4000 P.S.I.

AutoCAD SHX Text COMPACTION TESTINGS SHALL BE BY THE STANDARD PROCTOR METHOD FOR ALL PERCENT COMPACTION MEASUREMENTS, UNLESS

AutoCAD SHX Text CONCRETE ADMIXTURES SHALL NOT BE ALLOWED IN THE MIX DESIGN EXCEPT FOR AIR ENTRAINMENT UNLESS SPECIFICALLY

AutoCAD SHX Text REQUESTED BY THE CONTRACTING OFFICER. SLIP FORM PORTLAND CONCRETE PAVING SHALL NOT BE PERMITTED.

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%%UUTILITIES AND STORM DRAINAGE

AutoCAD SHX Text THE EXISTING UTILITIES SHOWN ON THE PLANS REPRESENT APPARENT CONDITIONS IN DECEMBER, 1992 AND ARE APPROXIMATE

AutoCAD SHX Text ONLY. THE CONTRACTOR SHALL VERIFY WITH THE VARIOUS UTILITY DEPARTMENTS, AIRPORT OPERATIONAL PERSONNEL, AND

AutoCAD SHX Text AIR NATIONAL GUARD AS TO THE CORRECTNESS AND/OR EXACT LOCATION OF SAID UTILITIES.

AutoCAD SHX Text IN ALL INSTANCES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ALL UNDERGROUND

AutoCAD SHX Text FACILITIES SUCH AS, BUT NOT LIMITED TO ELECTRICAL CONDUIT, TELEPHONE CONDUIT, PERFORATED PIPES, GAS LINES, WATER

AutoCAD SHX Text LINES, CULVERT PIPE AND DRAINAGE STRUCTURES, NOT SPECIFICALLY BEING MODIFIED OR CHANGED WITHIN THE SCOPE OF

AutoCAD SHX Text THIS PROJECT. IF ANY SERVICE IS DAMAGED, IT SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER, AND

AutoCAD SHX Text IF DEEMED NECESSARY BY THE CONTRACTING OFFICER, BE REPAIRED IMMEDIATELY. THE COST OF THE REPAIR AND ANY OTHER

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COSTS ARISING FROM THE DAMAGE SHALL BE ABSORBED ENTIRELY BY THE CONTRACTOR.

AutoCAD SHX Text THE REMOVAL OF PIPES, INLETS AND MISCELLANEOUS DRAINAGE STRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT, IS

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INCIDENTAL TO OTHER ITEMS OF WORK AND NO SEPARATE PAYMENT WILL BE ALLOWED.

AutoCAD SHX Text THE CONTRACTOR SHALL CLEAN EXISTING PIPES/INLETS TO REMAIN AFTER INLETS ARE EXTENDED OR ADJUSTED TO REMOVE

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DEBRIS AND/OR SEDIMENT.

AutoCAD SHX Text ALL STORM SEWER PIPES AND INLETS IN PAVED AREAS THAT ARE NOT TO BE RETAINED SHALL BE REMOVED AND

AutoCAD SHX Text THE RESULTING TRENCH SHALL BE FILLED WITH STONE UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.

AutoCAD SHX Text CONTRACTOR SHALL RESET EXISTING MANHOLE FRAMES AND COVERS, VALVE BOXES, WATER METER BOXES, ETC. TO MATCH

AutoCAD SHX Text PROPOSED FINISHED GRADE IN NEWLY PAVED, REPAVED, OVERLAYED AREAS AND/OR SODDED AREAS.

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%%UESTABLISHMENT OF GROUND COVER

AutoCAD SHX Text SLOPES AND OTHER AREAS TO BE GRASSED SHALL RECEIVE APPLICATIONS OF AGRICULTURAL LIMESTONE, FERTILIZER, AND

AutoCAD SHX Text SEED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL SHALL

AutoCAD SHX Text BE SEEDED WITH THE SEED MIXTURE CALLED FOR IN THE STANDARD SPECIFICATIONS. LIMESTONE AND FERTILIZER SHALL

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BE APPLIED TO ALL AREAS TO BE GRASSED.

AutoCAD SHX Text SODDING CALLED FOR SHALL BE USED AROUND DRAINAGE STRUCTURES FOR A DISTANCE OF 5 FEET TO PREVENT EROSION

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AND HELP ESTABLISH A "QUICK" STAND OF TURF.

AutoCAD SHX Text %%uSCHEDULING AND PHASING

AutoCAD SHX Text THE CONTRACTOR SHALL SCHEDULE OPERATIONS TO ALLOW ACCESS TO THE FIRE STATION, BUILDING 111, THE EAST SIDE OF

AutoCAD SHX Text BUILDING 141, AND THE EAST SIDE OF BUILDING 142. THE CONTRACTOR SHALL NOT BLOCK ACCESS TO THE FIRE STATION

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%%ULEGEND

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SHRUBBERY (EXISTING)

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TREE (EXISTING)

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SANITARY SEWER

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CLEAN-OUT

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GRATE INLET

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CURB INLET

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UTILITY POLE

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LIGHT POLE

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CHAIN LINK SECURITY FENCE

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GAS

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WATER

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UNDERGROUND FAA CABLE

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STORM MANHOLE

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SANITARY SEWER

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FAA

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WITHOUT WRITTEN APPROVAL OF THE FIRE CHIEF AND THE CONTRACTING OFFICER.

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WATER VALVE

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WATER METER

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POLE (BOLLARD)

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TOP OF GRATE

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404 577-4000 FAX: 404 577-7119

AutoCAD SHX Text 96 Poplar Street, N.W. Atlanta, Georgia 30335-6001

AutoCAD SHX Text Engineers, Architects, Planners

AutoCAD SHX Text Robert

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AutoCAD SHX Text Released For Construction

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SHEET

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REVISION

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DATE

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SYMBOL

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DRAWING TITLE

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PROJECT

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CLIENT

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DRAWING NO.

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PROJECT NO.

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CHECKED

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DRAWN

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DESIGNED

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SCALE

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DATE

AutoCAD SHX Text Cecil Jones & Associates, Inc.

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CONSULTING ENGINEERS*PLANNERS*LANDSCAPE ARCHITECTS

AutoCAD SHX Text 5004 Fifth Ave. South, Birmingham, Al. 35212

AutoCAD SHX Text Telephone No. (205) 591-3800

AutoCAD SHX Text C-1.0

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GENERAL NOTES & LEGEND

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MAY 17, 1994

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NONE

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CJA

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CJA

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TRS

AutoCAD SHX Text 93021-00

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ALABAMA AIR NATIONAL GUARD

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BIRMINGHAM AIRPORT (ANG)

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BIRMINGHAM, ALABAMA

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FUEL CELL DOCK

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DAHA01 92 C 0003/BRKR919593

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MAINTENANCE HANGAR

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DAHA01 93 C 0006/BRKR909592

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OVERHEAD TELEPHONE

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UNDERGROUND ELECTRIC

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UNDERGROUND TELEPHONE

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OVERHEAD ELECTRIC

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STORM DRAIN

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STORM DRAIN MANHOLE

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PAD MOUNTED TRANSFORMER

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FAA MANHOLE

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PAD MOUNTED SECTIONALIZER

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PAD MOUNTED COMMUNICATION BOX

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AutoCAD SHX Text ACCESS THROUGH THE NORTHERN PORTION OF THE SITE ALONG THE PORTION OF EXISTING ROADWAY TO BE OVERLAYED MUST

AutoCAD SHX Text BE MAINTAINED. THE CONTRACTOR SHALL NOT BLOCK TRAVEL OF GOVERNMENT VEHICLES FROM USING THE TAXWAY SOUTH

AutoCAD SHX Text OF THE LIMITS OF DEMOLITION UNLESS PERMISSION IS GRANTED BY THE CONTRACTING OFFICER IN WRITING.

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OPERATIONS AND STORE MATERIALS WITHIN THE PROJECT LIMITS. SEE SHEET C.4.4

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WORK ON THE FENCE AND PAVING ADJACENT TO EAST LAKE BLVD. MUST

AutoCAD SHX Text BE COORDINATED AND APPROVED BY THE CITY OF BIRMINGHAM PRIOR TO BEING ACCOMPLISHED. THE CONTRACTOR SHALL VERIFY ALL

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APPLICABLE PERMITS ARE COMPLETE PRIOR TO START OF CONSTRUCTION.

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SEE SHEET C.1.1 FOR TRAFFIC ROUTING INFORMATION.

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SPECIFICALLY REQUESTED IN THE PLANS AND SPECIFICATIONS.

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23. A NEW FIRE STATION IS UNDER CONSTRUCTION AND SCHEDULED TO BE OCCUPIED BY THE GOVERNMENT ON SEPTEMBER 1, AutoCAD SHX Text 1994. THE CONTRACTOR WILL RECIEVE THE EXISTING FIRE STATION (BUILDING 120) TO DEMOLISH AFTER THE NEW FIRE

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IS ACCEPTED BY THE GOVERNMENT.

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24. BUILDINGS 130, 140, AND 144 SHALL BE MADE AVAILABLE TO THE CONTRACTOR UPON REQUEST FOR DEMOLITION. THE

AutoCAD SHX Text CONTRACTOR SHALL GIVE A MINIMUM OF 30 DAYS NOTICE TO THE CONTRACTING OFFICER, PRIOR TO SUBMITTING HIS/HER

AutoCAD SHX Text LETTER TO REQUEST THE RELEASE OF THE BUILDINGS FOR DEMOLITION TO GIVE THE GOVERNMENT TIME TO VACATE THE

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BUILDINGS.

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25. THE DRIVEWAY SOUTH AND ADJACENT TO EAST LAKE BOULEVARD SHALL REMAIN OPEN TO GOVERNMENT TRAFFIC AND TO

AutoCAD SHX Text CONSTRUCTION VEHICLES OF OTHER CONTRACTORS. THIS PROJECT'S CONTRACTOR SHALL KEEP THE PAVEMENTS SWEPT

AutoCAD SHX Text AND FREE OF DEBRIS AT NO ADDITIONAL COST TO THE GOVERNMENT, REGARDLESS OF THE DRIVEWAY USE BY OTHERS.

AutoCAD SHX Text %%uBUILDING DEMOLITIONNG

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HEAT GUNS, OR COMPRESSED AIR. KEEP DEBRIS WET UNTIL IT IS

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ENGINEERING) FOR APPROVAL. COLLECT AND DISPOSE OF ALL DEBRIS.

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TO BASE ENVIRONMENTAL ENGINEERING (AND BASE CIVIL

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PROTECTION. A PLAN FOR PERFORMING THE WORK MUST BE SUBMITTED

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REQUIREMENTS TO ENSURE ADEQUATE WORKER, AND ENVIRONMENTAL

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COLLECTED AND DISPOSE OF IT PROPERLY. PROVIDE RECIEPT FROM RECIEVER.

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C. FOR LARGE PROJECTS WHICH DISTURB LARGE PAINTED SURFACES AND DUST

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(2) IF NO LEAD IS FOUND, NO LBP PRECAUTIONS ARE REQUIRED.

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(1) IF LEAD IS FOUND, THE CONTRACTOR MUST FOLLOW ALL REGULATORY

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AND DEBRIS CANNOT BE RELIABLY CONTROLLED SOLELY BY WORK PRACTICES

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SPECIFIED ABOVE:

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USING WET SANDING, WET DRILLING, ETC. DO NOT USE DRY SANDING,

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LOCATION AND THE AREA CLOSED OFF. PREVENT CREATION OF DUST

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A. DETERMINE IF LBP IS PRESENT PRIOR TO START OF WORK. QUALITATIVE

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B. FOR SMALL JOBS WHICH ARE PERFORMED OVER A LIMITED AREA AND CAN

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(1) IF LEAD IS FOUND, ENSURE OCCUPANTS ARE REMOVED FROM THE WORK

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SURFACES IN FACILITIES LIKELY TO CONTAIN LEAD:

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TESTING SHOULD BE CONDUCTED ON SURFACES MOST LIKELY TO CONTAIN LBP

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AND THAT WILL BE DISTURBED. THE DETERMINATION OF WHETHER THE WORK

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IS A SMALL OR LARGE PROJECT SHALL BE MADE BY BASE BIOENVIRONMENTAL

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ENGINEERING IN CONSULTATION WITH BASE CIVIL ENGINEERING.

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EASILY INCORPORATE WORK PRACTICES WHICH REDUCE, CONTAIN, AND

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PREVENT DUST FROM CONTAMINATING ANY AREA OF THE FACILITY:

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31. PERFORM THE FOLLOWING ACTIONS WHEN ACTIVITIES WILL DISTURB PAINTED

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NONGOVERNMENT ENTITIES, INCLUDING CERTIFICATION, AND LICENSING.

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SUBJECT TO THE SAME STRINGENT LBP LAWS AND REGULATIONS AS

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A. HUD GUIDELINES ADDRESS OCCUPANT PROTECTION MEASURES, AS WELL AS

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D. RCRA REGULATIONS SPECIFY THAT LBP DEBRIS IS CONSIDERED A HAZARDOUS

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B. THE 29 C.F.R. 1926 AND 29 C.F.R. 1910.1025 SPECIFY MEASURES TO PROTECT

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DETERMINES NECESSARY TO PROTECT PUBLIC HEALTH AND WELFARE. CHECK

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F. P.L. 102-550, ENACTED 29 OCTOBER 1992, MAKES THE FEDERAL GOVERNMENT

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QUANTITIES EQUAL TO OR IN EXCESS TO OR IN EXCESS OF THE REPORTABLE

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SUBSTANCES ARE ACCIDENTALLY RELEASED INTO THE ENVIRONMENT IN

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REGULATIONS CONTAIN NOTIFICATION REQUIREMENTS WHEN HAZARDOUS

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RESPONSE, COMPENSATION, AND LIABILITY ACT (CERCLA). CERCLA

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E. THE 40 C.F.R. 302 IMPLEMENTS THE COMPREHENSIVE ENVIRONMENTAL

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TREATMENT, STORAGE, AND DISPOSAL REQUIREMENTS.

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LEACHING PROCEDURE (TCLP). THEY ALSO SPECIFY TRANSPORTATION,

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GRAM SAMPLE OR 5 MILLIGRAMS PER LITER BY THE TOXICITY CHARACTERISTIC

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WASTE WHEN THE LEACHANT EXCEEDS 5 PARTS PER MILLION FROM A 100

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OF AMBIENT AIR QUALITY STANDARDS TO LARGE-SCALE, LEAD-ABATEMENT

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WITH THE LOCAL REGULATORY AGENCY TO DETERMINE THE APPLICABILITY

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QUANTITY (RQ). RQ EQUALS ONE (1) POUND.

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PROJECTS.

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LEVELS OF AIR QUALITY WHICH THE ENVIRONMENTAL PROTECTION AGENCY

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C. THE 40 C.F.R. 50.12 CONTAINS AMBIENT AIR QUALITY STANDARDS THAT ARE

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WORK PRACTICES WHICH REDUCE AND CONTROL DUST (WET SANDING, WET

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1926). NOTE THAT MANY REQUIREMENTS CAN BE SIMPLIFIED OR AVOIDED IF

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FOR ALL WORK. DO NOT USE THE CONSTRUCTION WORK STANDARD (29 CFR

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MUST ADHERE TO THE STRICTER GENERAL INDUSTRY STANDARD (29 CFR 1910)

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AND GENERAL INDUSTRY. AIR FORCE ACTIVITIES (IN-HOUSE AND CONTRACT)

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WORKERS AGAINST HAZARDOUS EXPOSURE TO LEAD IN THE CONSTRUCTION

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REQUIREMENTS SPECIFIED IN THE REGULATIONS BELOW.

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THESE ARE IN ADDITION TO THE WORKER AND ENVIRONMENTAL PROTECTION

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PRECAUTIONS SHOULD BE CONSIDERED FOR ALL ACTIVITIES DISTURBING LBP.

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TAKEN WHEN PERFORMING ABATEMENT ACTIVITIES. THE FOLLOWING GENERAL

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MANY OF THE PRECAUTIONS CONTAINED IN OTHER REGULATIONS, TO BE

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DRILLING, ETC.) ARE USED.

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(B) ALKYDS AND OLEORESINOUS PAINTS (ENAMELS, TRIM PAINTS,

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30. PRECAUTIONS TO TAKE WHEN DISTRIBUTING LBP. PRECAUTIONS MUST BE TAKEN TO

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PROTECT FACILITY WORKERS, AND THE ENVIRONMENT WHEN DISTURBING LBP

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WHERE WORK IS TO BE PERFORMED.

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PERFORMED ON THE VARIOUS TYPES OF SURFACES AND LOCATIONS

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AMOUNT OF LEAD. ENSURE A SUFFICIENT NUMBER OF TESTS ARE

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IN THE PRESENCE OF LEAD BUT DO NOT ACCURATELY INDICATE THE

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SULFIDE AND SODIUM RHODIZONATE. THESE REAGENTS CHANGE COLOR

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SAFETY AGENCY RECOMMENDED SPOT TESTS FOR LEAD: SODIUM

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(2) LEAD DETECTION SPOT TESTS. THERE ARE TWO CONSUMER PRODUCTS

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ALCOHOLS AND METHYL ETHYL KETONE. THEY MAY CONTAIN

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THEY ARE THE BINDERS MOST OFTEN USED FOR LBP.

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EXTERIOR HOUSE PAINTS) SOFTEN IN METHYL ETHYL KETONE.

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DURING DEMOLITION ACTIVITIES.

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LEAD PIGMENTS.

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SOFTEN IN ALCOHOLS. OTHER PAINTS DO NOT.

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(A) LATEX PAINTS, WHICH NORMALLY DO NOT CONTAIN LEAD,

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THE MOST COMMON TYPES AND THEIR SOLVENT RESISTANCE:

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SEPARATED INTO GENERIC TYPES BY THESE TESTS. THE FOLLOWING ARE

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THEIR RESISTANCE TO SOLVENT SPOT TESTS, AND PAINTS CAN BE

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(1) SOLVENT RESISTANCE TEST. PAINT BINDERS OR POLYMERS VARY IN

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BUT NOT THE AMOUNT OF LEAD IN PAINT FILMS.

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B. QUALITATIVE TESTING. SPOT TESTING WHICH CAN DETERMINE THE PRESENCE

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AVAILABLE FROM ARMSTRONG LABORATORY.

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AUTHORITIES. PROCEDURES FOR QUANTITATIVE DETERMINATION OF LEAD ARE

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TESTING MATERIALS (ASTM) OR SIMILAR RECOGNIZED TECHNICAL

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OR OTHER ACCURATE TECHNIQUES APPROVED BY THE AMERICAN SOCIETY FOR

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OF PAINT SAMPLES BY AN ATOMIC ABSORPTION SPECTRUM (AAS) ANALYZER,

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X-RAY FLUORESCENCE (XRF) SPECTRUM ANALYZER, LABORATORY ANALYSIS

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A. QUANTITATIVE TESTING. IN-PLACE TESTING OF PAINT FILMS BY A PORTABLE

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F. 40 C.F.R. 302, IMPLEMENTING THE COMPREHENSIVE ENVIRONMENTAL RESPONSE,

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E. 40 C.F.R. 240 THROUGH 280, IMPLEMENTING THE RESOURCE CONSERVATION AND

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A. TITLE 42 U.S.C., SECTION 4822, AS AMENDED, LEAD-BASED PAINT POISONING

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PRIOR TO DISTURBING THE HAZARDOUS MATERIAL.

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29. TESTING FOR LEAD IN PAINT FILMS. THERE ARE TWO METHODS FOR TESTING PAINT

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28. DUE TO THE AGE OF THE FACILITIES, IT IS SUSPECTED THAT ALL STRUCTURAL STEEL

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COMPENSATION, AND LIABILITY ACT (CERCLA).

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D. 40 C.F.R. 50.12, NATIONAL PRIMARY AND SECONDARY AMBIENT AIR QUALITY

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C. 29 C.F.R. 1910.1025, OCCUPATIONAL SAFETY AND HEALTH STANDARDS, LEAD.

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B. 29 C.F.R. 1926, SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION.

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PREVENTION ACT (LBPPPA) OF 1971.

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FOLLOWING LIST OF GOVERNMENTAL REQUIREMENTS:

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HAS LEAD BASED PAINT FOR PRIMER. THE CONTRACTOR SHALL COMPLY WITH THE

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FILMS FOR LEAD CONTENT:

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RECOVERY ACT (RCRA).

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STANDARDS FOR LEAD.

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MATERIALS ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

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MATERIALS DURING DEMOLITION OPERATIONS. IF ADDITIONAL HAZARDOUS

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WORKERS SAFETY IN THE EVENT OF DISCOVERY OF ADDITIONAL HAZARDOUS

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IDENTIFIED ON SHEET C.3.2 AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR

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DEMOLITION OF INDUSTRIAL FACILITIES. ALL KNOWN HAZARDOUS MATERIALS ARE

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COUNTY DEPARTMENT OF HEALTH AND AIR NATIONAL GUARD) CONCERNING

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LOCAL REGULATIONS (INCLUDING BUT NOT LIMITED TO OSHA, EPA, ADEM, JEFFERSON

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27. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STATE, FEDERAL, AND

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AND FILE A ENV-146 PRIOR TO BUILDING DEMOLITION.

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26. THE CONTRACTOR SHALL NOTIFY THE JEFFERSON COUNTY DEPARTMENT OF HEALTH

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WORK ON PAINTED SURFACES MUST BE TRAINED TO VARYING DEGREES SO THEY WILL

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PERFORMING LARGE PROJECTS INVOLVING LBP, AND INSPECTORS OF

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TRAINING PROGRAM PRESENTED BY A CERTIFIED TRAINER.

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REGIONAL LEAD TRAINING CENTERS OR AN EQUIVALENT IN-HOUSE

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SUCH PROJECTS MUST BE TRAINED AT ONE OF THE EPA-APPROVED

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LEAD BASED PAINT FOR BIDDING PURPOSES UNLESS SPECIFICALLY IDENTIFIED AS

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COMPANY TO THE CONTRACTING OFFICER.

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RECORDS AND RECEIPT OF THE METAL FROM A LICENSED SALVAGE/RECYCLING

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34. THE CONTRACTOR SHALL ASSUME THE ADDITIONAL PAINTED SURFACES ARE NON-

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33. THE CONTRACTOR SHALL RECYCLE ALL FERROUS METAL REMOVED AND SUBMIT

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CONFIRMED LEAD BASE PAINT.

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ADDITIONAL TRAINING IN OSHA AND HUD REQUIREMENTS.

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THOSE WHO WILL BE ASSISTING IN LBP EVALUATIONS MUST RECEIVE

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WORK PRACTICES WILL NOT RELIABLY REDUCE OR CONTROL DUST AND

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OF LEAD MUST ALSO RECEIVE TRAINING IN THE APPLICABLE

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WHO WILL BE PERFORMING QUALITATIVE TESTING FOR THE PRESENCE

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PRACTICES WILL NOT RELIABLY REDUCE OR CONTROL DUST AND THOSE

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WHO WILL BE PERFORMING LARGER JOBS IN WHICH SIMPLE WORK

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WHO PERFORM ACTIVITIES WHICH DISTURB PAINTED SURFACES. THOSE

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(3) THE LBP POINT OF CONTACT (POC), ON-SITE SUPERVISORS OF CREWS

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(2) WORKERS WHO WILL BE PERFORMING LARGER JOBS IN WHICH SIMPLE

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(1) A MINIMUM LEVEL OF TRAINING MUST BE PROVIDED TO ALL WORKERS

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UNDERSTAND THE POTENTIAL HAZARDS INVOLVED AND WILL BE ABLE TO

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COMPETENTLY HANDLE ASSIGNED TASKS.

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PROCEDURES.

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A. LEVEL OF TRAINING.

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CLASSIFIED AS HAZARDOUS WASTE.

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DEBRIS MUST BE TESTED (TCLP) TO DETERMINE IF IT MUST BE

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(2) IF NO LEAD IS FOUND, NORMAL CLEANUP OF THE WORK AREAS

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32. PERSONNEL TRAINING REQUIREMENTS. PERSONNEL WHO PERFORM TESTS FOR LBP AND

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SHOULD BE PERFORMED.

%%uLEAD BASED PAINT PROCEEDURES

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BUILDING 111

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STOP

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EAST LAKE BOULEVARD

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BUILDING 120

AutoCAD SHX Text G

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BUILDING 130

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BUILDING 140

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BUILDING 144

AutoCAD SHX Text G

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OPEN SHED CONC. FLOOR

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AutoCAD SHX Text G

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STOP

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BUILDING 141

AutoCAD SHX Text G

AutoCAD SHX Text

BUILDING 142

AutoCAD SHX Text G

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AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

PB8

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BLDG

AutoCAD SHX Text F

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AutoCAD SHX Text G

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GAS

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GAS

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GAS

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GAS

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GAS

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GAS

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GAS

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GAS

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GAS

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GAS

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GAS

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GAS

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GAS

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GAS

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GAS

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GAS

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GAS

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GAS

AutoCAD SHX Text H&T 4

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GRATE

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TOWER

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GRATE

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TO FAA

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GRATE

AutoCAD SHX Text (1943)

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IN USE

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NO LONGER

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LINES

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ELECTRICAL

AutoCAD SHX Text C.O.

AutoCAD SHX Text G

AutoCAD SHX Text S

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GRASS

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GRASS

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GRASS

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GRASS

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CONC.

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ROAD

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GRASS

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CONC.

AutoCAD SHX Text D

AutoCAD SHX Text S

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AutoCAD SHX Text W

AutoCAD SHX Text

TELEPHONE

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PULL BOX

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TELEPHONE

AutoCAD SHX Text

PULL BOX (2)

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PULL BOX

AutoCAD SHX Text

TELEPHONE

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PULL BOX

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

PULL BOX

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text

OLD

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ELEC

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BOX

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ACCESS

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HEAT

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DUCT

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HVAC

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SIDEWALK

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STAIRWAY

AutoCAD SHX Text T

AutoCAD SHX Text

GRASS

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CONC

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HVAC

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HVAC

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HVAC

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CHIMNEY

AutoCAD SHX Text

GAS

AutoCAD SHX Text

TELEPHONE

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PULL BOX

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METAL

AutoCAD SHX Text

LID

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

CHIMNEY

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CONC

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3 PUMPS

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ON ISLAND

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BLDG

AutoCAD SHX Text

GATE

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TELEPHONE

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PULL BOX

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FIRE

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PLUG

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HVAC

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HVAC

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AutoCAD SHX Text W

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TRANSFORMER

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3-PHASE

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404 577-4000 FAX: 404 577-7119

AutoCAD SHX Text 96 Poplar Street, N.W. Atlanta, Georgia 30335-6001

AutoCAD SHX Text Engineers, Architects, Planners

AutoCAD SHX Text Robert

AutoCAD SHX Text and

AutoCAD SHX Text Company

AutoCAD SHX Text Released For Construction

AutoCAD SHX Text

SHEET

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REVISION

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DATE

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SYMBOL

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DRAWING TITLE

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PROJECT

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CLIENT

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DRAWING NO.

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PROJECT NO.

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CHECKED

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DRAWN

AutoCAD SHX Text

DESIGNED

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SCALE

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DATE

AutoCAD SHX Text Cecil Jones & Associates, Inc.

AutoCAD SHX Text

CONSULTING ENGINEERS*PLANNERS*LANDSCAPE ARCHITECTS

AutoCAD SHX Text 5004 Fifth Ave. South, Birmingham, Al. 35212

AutoCAD SHX Text Telephone No. (205) 591-3800

AutoCAD SHX Text C.1.1

AutoCAD SHX Text

FUEL CELL DOCK &

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MAINTENANCE HANGAR

AutoCAD SHX Text

SITE TOPO

AutoCAD SHX Text 5-17-94

AutoCAD SHX Text 1"= 30'

AutoCAD SHX Text

CJA

AutoCAD SHX Text

CJA

AutoCAD SHX Text

TRS

AutoCAD SHX Text 93021-00

AutoCAD SHX Text

ALABAMA AIR NATIONAL GUARD

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BIRMINGHAM AIRPORT (ANG)

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BIRMINGHAM, ALABAMA

AutoCAD SHX Text

FUEL CELL DOCK

AutoCAD SHX Text

DAHA01 92 C 0003/BRKR919593

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MAINTENANCE HANGAR

AutoCAD SHX Text

DAHA01 93 C 0006/BRKR909592

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NOT

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CHAIN LINK FENCE

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PIPE BOLLARD

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STRIPING

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CONCRETE CURB & GUTTER

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ASPHALT PAVEMENT

AutoCAD SHX Text

STRIPING

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

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CONTRACTOR TO RELOCATE

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(SEE NOTE 2, SHEET C.3.1)

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C PAINT

AutoCAD SHX Text

STRIPE

AutoCAD SHX Text L

AutoCAD SHX Text

TRENCH GRATE

AutoCAD SHX Text

TRENCH

AutoCAD SHX Text

GRATE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text S

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

OVERLAY

AutoCAD SHX Text

C PAINT STRIPE

AutoCAD SHX Text L

AutoCAD SHX Text

AIRCRAFT PARKING APRON

AutoCAD SHX Text

(CONCRETE PAVEMENT W/ ASPHALT OVERLAY)

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TEMPORARY

AutoCAD SHX Text

FIRE OFFICE

AutoCAD SHX Text

(TRAILER)

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text

(OLD FIRE STATION)

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

TRENCH GRATE

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

TRENCH GRATE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text 6538.8090

AutoCAD SHX Text 21244.00

AutoCAD SHX Text

NOTES:

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1. SEE DEMOLITION PLAN (SHEET C.3.1) AND BORING LOGS (SHEET C.2.1)

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FOR PAVEMENT TYPES AND THICKNESSES.

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2. THE TEMPORARY FIRE OFFICE (TRAILER) IS TO BE RELOCATED BY THE GOVERNMENT.

AutoCAD SHX Text T

AutoCAD SHX Text

EXISTING BOX CULVERT

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EXISTING BOX CULVERT

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BLDG

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CONTROL DATA

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NORTH

AutoCAD SHX Text

EAST

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text 8577.7187

AutoCAD SHX Text 8702.3666

AutoCAD SHX Text 8579.9226

AutoCAD SHX Text 20590.9321

AutoCAD SHX Text 20824.4351

AutoCAD SHX Text 20789.6899

AutoCAD SHX Text 633.29

AutoCAD SHX Text

HORIZ. CONTROL

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ALUM. DISK

AutoCAD SHX Text

HORIZ. CONTROL

AutoCAD SHX Text

BENCH MARK

AutoCAD SHX Text

6" ROOF DRAIN

AutoCAD SHX Text

FLOOR DRAIN

AutoCAD SHX Text

FLOOR DRAIN

AutoCAD SHX Text

2" FLOOR DRAIN

AutoCAD SHX Text

2" FLOOR DRAIN

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TRANSFORMER PAD

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WATER VALVE

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SANITARY SEWER

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

STORM DRAIN MANHOLE

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UNDERGROUND FAA CABLE

AutoCAD SHX Text

UNDERGROUND ELECTRICAL

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

GRATE INLET

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SANITARY SEWER

AutoCAD SHX Text

RAMP LIGHTING POLE

AutoCAD SHX Text

FAA

AutoCAD SHX Text W

AutoCAD SHX Text

GAS

AutoCAD SHX Text

WATER

AutoCAD SHX Text

GAS

AutoCAD SHX Text G

AutoCAD SHX Text C.O.

AutoCAD SHX Text S

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text

CLEAN-OUT

AutoCAD SHX Text

%%ULEGEND

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UNDERGROUND TELEPHONE

AutoCAD SHX Text

STORM DRAIN

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text

FAA MANHOLE

AutoCAD SHX Text

FAA

AutoCAD SHX Text

NOTE:

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THIS AREA IS UNDER CONSTRUCTION AS OF MARCH 1994.

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ALL INFORMATION SHOWN IN THIS AREA, IS TAKEN FROM

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THE PLANS OF THE PROPOSED CONSTRUCTION FOR BRKR

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001420, FIRE STATION BY JIM WALTERS AND ASSOCIATES,

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DATED JUNE 1993. THE CONTRACTOR SHALL FIELD VERIFY

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TOPO AND UTILITY CONDITIONS PRIOR TO START OF THE

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CONSTRUCTION. CONTRACTOR SHALL ADVISE THE CONTR-

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ACTING OFFICER OF ALL DECREPANCIES FOUND.

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STEAM TUNNEL

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STEAM TUNNEL

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EXISTING STRIPING

(TYP.)

AutoCAD SHX Text F

AutoCAD SHX Text W

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

BUILDING 111

AutoCAD SHX Text S

AutoCAD SHX Text

STOP

AutoCAD SHX Text

EAST LAKE BOULEVARD

AutoCAD SHX Text

BUILDING 120

AutoCAD SHX Text

BUILDING 109

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

BUILDING 130

AutoCAD SHX Text

BUILDING 140

AutoCAD SHX Text W

AutoCAD SHX Text

BUILDING 144

AutoCAD SHX Text G

AutoCAD SHX Text

OPEN SHED CONC. FLOOR

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

STOP

AutoCAD SHX Text

BUILDING 141

AutoCAD SHX Text G

AutoCAD SHX Text

BUILDING 142

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

PB8

AutoCAD SHX Text

BLDG

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

PULL BOX

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

PULL BOX (2)

AutoCAD SHX Text

PULL BOX

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

PULL BOX

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

PULL BOX

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

PULL BOX

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text

PUMP

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SITE

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

STAIRWAY

AutoCAD SHX Text T

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

RED GATE

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

CONC

AutoCAD SHX Text T

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

CHIMNEY

AutoCAD SHX Text

GAS

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

PULL BOX

AutoCAD SHX Text

METAL

AutoCAD SHX Text

LID

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

CHIMNEY

AutoCAD SHX Text

CONC

AutoCAD SHX Text

3 PUMPS

AutoCAD SHX Text

ON ISLAND

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

GATE

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

PULL BOX

AutoCAD SHX Text

FIRE

AutoCAD SHX Text

PLUG

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

HVAC

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FOR GAS

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PUMPS

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text W

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

PULL BOX

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TRANSFORMER

AutoCAD SHX Text

3-PHASE

AutoCAD SHX Text H-21

AutoCAD SHX Text H-22

AutoCAD SHX Text H-13

AutoCAD SHX Text H-14

AutoCAD SHX Text H-24

AutoCAD SHX Text H-23

AutoCAD SHX Text H-18

AutoCAD SHX Text H-17

AutoCAD SHX Text H-19

AutoCAD SHX Text H-20

AutoCAD SHX Text H-15

AutoCAD SHX Text H-16

AutoCAD SHX Text H-7

AutoCAD SHX Text H-10

AutoCAD SHX Text H-12

AutoCAD SHX Text H-8

AutoCAD SHX Text H-3

AutoCAD SHX Text H-11

AutoCAD SHX Text H-9

AutoCAD SHX Text H-2

AutoCAD SHX Text H-1

AutoCAD SHX Text H-4

AutoCAD SHX Text H-6

AutoCAD SHX Text H-25

AutoCAD SHX Text H-5

AutoCAD SHX Text

DEPTH

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FT.

AutoCAD SHX Text Sy

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text Surface:

AutoCAD SHX Text

4" ASPHALT - 6" CONCRETE

AutoCAD SHX Text CLAY with chert, red brown

AutoCAD SHX Text

FILL (CL)

AutoCAD SHX Text SILT with clay, gray ALLUVIUM

AutoCAD SHX Text

(ML)

AutoCAD SHX Text CLAY with fine chert, red brown, AutoCAD SHX Text stiff, moist RESIDUUM (CL)

AutoCAD SHX Text Boring terminated at 15 ft.

AutoCAD SHX Text No groundwater encountered at

AutoCAD SHX Text time of drilling completion

AutoCAD SHX Text

BORING NO. H-1

AutoCAD SHX Text upper 2-5 ft. RESIDUUM

AutoCAD SHX Text to very stiff, low plasticity, moist

AutoCAD SHX Text stiff

AutoCAD SHX Text Very moist at 15 ft. and less

AutoCAD SHX Text Becomes reddish brown with

AutoCAD SHX Text

AutoCAD SHX Text CLAY with chert, yellow brown

AutoCAD SHX Text

LIMESTONE BASE

AutoCAD SHX Text

4" ASPHALT - 6" CONCRETE

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text with black oxide staining, stiff

AutoCAD SHX Text

FT.

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text Sy

AutoCAD SHX Text

BORING NO. H-2

AutoCAD SHX Text Surface:

AutoCAD SHX Text

AutoCAD SHX Text CLAY with chert, red brown FILL

AutoCAD SHX Text

(CL)

AutoCAD SHX Text depth

AutoCAD SHX Text Boring terminated at 25 ft.

AutoCAD SHX Text No groundwater encountered at

AutoCAD SHX Text time of drilling completion

AutoCAD SHX Text

AutoCAD SHX Text Sy

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

FT.

AutoCAD SHX Text Boring terminated at 25 ft.

AutoCAD SHX Text Less cherty at 7.5 ft.

AutoCAD SHX Text Becomes highly plastic below

AutoCAD SHX Text ~13 ft. and contains only fine

AutoCAD SHX Text plasticity, moist FILL (CL)

AutoCAD SHX Text

BORING NO. H-3

AutoCAD SHX Text oxide staining, stiff with dense

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text

4" ASPHALT - 6" CONCRETE

AutoCAD SHX Text CHERTY CLAY, brown with black

AutoCAD SHX Text chert low plasticity, moist

AutoCAD SHX Text

RESIDUUM (CL)

AutoCAD SHX Text CLAY, red brown, firm low

AutoCAD SHX Text Surface:

AutoCAD SHX Text chert fragments

AutoCAD SHX Text Groundwater at 23 ft. at time

AutoCAD SHX Text of drilling completion

AutoCAD SHX Text time of drilling completion

AutoCAD SHX Text No groundwater encountered at

AutoCAD SHX Text Boring terminated at 15 ft.

AutoCAD SHX Text

RESIDUUM (CL)

AutoCAD SHX Text CLAY yellow-tan, stiff moist

AutoCAD SHX Text

AutoCAD SHX Text SILT with clay, gray moist

AutoCAD SHX Text

FILL (CL)

AutoCAD SHX Text CLAY with silt, dark brown, firm

AutoCAD SHX Text

4" ASPHALT - 6" CONCRETE

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text

ALLUVIUM (ML)

AutoCAD SHX Text

FT.

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text Sy

AutoCAD SHX Text

BORING NO. H-4

AutoCAD SHX Text Surface:

AutoCAD SHX Text No groundwater encountered at

AutoCAD SHX Text CLAY with silt, yellowish tan, AutoCAD SHX Text Boring terminated at 15.5 ft.

AutoCAD SHX Text time of drilling completion

AutoCAD SHX Text very stiff, highly plastic, AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text SILTY CLAY with chert, brown, AutoCAD SHX Text

BORING NO. H-5

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text

TOPSOIL

AutoCAD SHX Text gray, very soft and very moist

AutoCAD SHX Text SILT with clay and fine organics, AutoCAD SHX Text very loose, very moist-wet FILL

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

FT.

AutoCAD SHX Text Sy

AutoCAD SHX Text Surface:

AutoCAD SHX Text

ALLUVIUM (ML)

AutoCAD SHX Text

(CL)

AutoCAD SHX Text moist RESIDUUM (CH)

AutoCAD SHX Text Slightly sandy and less plastic

AutoCAD SHX Text at 10 ft. sample interval

AutoCAD SHX Text Boring terminated at 15.5 ft.

AutoCAD SHX Text plastic, moist RESIDUUM (CH)

AutoCAD SHX Text brown, very stiff, highly

AutoCAD SHX Text CLAY with fine chert, yellow

AutoCAD SHX Text SILT with clay, soft and gray

AutoCAD SHX Text CLAY with chert, brown to red

AutoCAD SHX Text

BORING NO. H-6

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text

FT.

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text moist FILL (CL)

AutoCAD SHX Text brown, stiff, low plasticity

AutoCAD SHX Text

ALLUVIUM (ML)

AutoCAD SHX Text

TOPSOIL

AutoCAD SHX Text Sy

AutoCAD SHX Text Surface:

AutoCAD SHX Text

AutoCAD SHX Text of drilling completion

AutoCAD SHX Text Groundwater at 23 ft. at time

AutoCAD SHX Text Boring terminated at 25 ft.

AutoCAD SHX Text ~13 ft.

AutoCAD SHX Text Becomes highly plastic below

AutoCAD SHX Text

FT.

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

RESIDUUM (CL)

AutoCAD SHX Text chert, moist, low plasticity

AutoCAD SHX Text oxide staining, stiff with dense

AutoCAD SHX Text CHERTY CLAY, brown with black

AutoCAD SHX Text CLAY with chert, brown, firm, AutoCAD SHX Text moist FILL (CL)

AutoCAD SHX Text Surface:

AutoCAD SHX Text

3" ASPHALT - 6" CONCRETE

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text Sy

AutoCAD SHX Text

BORING NO. H-7

AutoCAD SHX Text Sandy at ~ 24 ft. - possible

AutoCAD SHX Text weathered rock

AutoCAD SHX Text SILT - gray soft and moist

AutoCAD SHX Text

ALLUVIUM (ML)

AutoCAD SHX Text No groundwater encountered at

AutoCAD SHX Text CHERTY CLAY, brown with

AutoCAD SHX Text Boring terminated at 15.5 ft.

AutoCAD SHX Text time of drilling completion

AutoCAD SHX Text abundant black oxide staining, AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text CLAY with silt, brown, firm and

AutoCAD SHX Text

BORING NO. H-8

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text

4" ASPHALT - 6" CONCRETE

AutoCAD SHX Text very moist FILL (CL)

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

FT.

AutoCAD SHX Text Sy

AutoCAD SHX Text Surface:

AutoCAD SHX Text stiff with dense chert, low

AutoCAD SHX Text plasticity, moist RESIDUUM (CL)

AutoCAD SHX Text Highly plastic below 13 ft.

AutoCAD SHX Text Boring terminated at 15.5 ft.

AutoCAD SHX Text time of drilling completion

AutoCAD SHX Text No groundwater encountered at

AutoCAD SHX Text Becomes highly plastic

AutoCAD SHX Text plasticity, moist RESIDUUM (CL)

AutoCAD SHX Text black oxide staining, stiff, low

AutoCAD SHX Text CHERTY CLAY, brown-tan with

AutoCAD SHX Text

4" ASPHALT - 6" CONCRETE

AutoCAD SHX Text

FILL (CL)

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text CLAY with silt, dark brown, firm

AutoCAD SHX Text

FT.

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text Sy

AutoCAD SHX Text

BORING NO. H-9

AutoCAD SHX Text Surface:

AutoCAD SHX Text at ~ 13 ft.

AutoCAD SHX Text

CRUSHED STONE

AutoCAD SHX Text

AutoCAD SHX Text time of drilling completion

AutoCAD SHX Text No groundwater encountered at

AutoCAD SHX Text Boring terminated at 25 ft.

AutoCAD SHX Text decreased chert content

AutoCAD SHX Text Becomes highly plastic with

AutoCAD SHX Text

FT.

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

3.5 ft. CONCRETE/STONE

AutoCAD SHX Text CHERTY CLAY, brown with black

AutoCAD SHX Text

RESIDUUM (CL)

AutoCAD SHX Text chert low plasticity, moist

AutoCAD SHX Text oxide staining, stiff with dense

AutoCAD SHX Text CLAY with chert, reddish brown, AutoCAD SHX Text stiff, low plasticity, moist

AutoCAD SHX Text Surface:

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text Sy

AutoCAD SHX Text

BORING NO. H-10

AutoCAD SHX Text

FILL (CL)

AutoCAD SHX Text

AutoCAD SHX Text Sy

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

FT.

AutoCAD SHX Text Boring terminated at 15.5 ft.

AutoCAD SHX Text No groundwater encountered at

AutoCAD SHX Text time of drilling completion

AutoCAD SHX Text Becomes moderately plastic at

AutoCAD SHX Text low plasticity, moist

AutoCAD SHX Text 10 ft.

AutoCAD SHX Text GRAY SILT with clay, soft and

AutoCAD SHX Text black oxide staining, dense chert, AutoCAD SHX Text CHERTY CLAY, tan-brown with

AutoCAD SHX Text

BORING NO. H-11

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text

12" CONCRETE

AutoCAD SHX Text 12" LIMESTONE gravel -1/2-3/4

AutoCAD SHX Text very moist ALLUVIUM (ML)

AutoCAD SHX Text Surface:

AutoCAD SHX Text

RESIDUUM (CL)

AutoCAD SHX Text CLAY with chert, red brown, firm, AutoCAD SHX Text low plasticity, moist FILL (CL)

AutoCAD SHX Text diameter

AutoCAD SHX Text

AutoCAD SHX Text Boring terminated at 23 ft.

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

FT.

AutoCAD SHX Text

AutoCAD SHX Text plastic at ~14 ft.

AutoCAD SHX Text Becomes yellowish tan and highly

AutoCAD SHX Text density, moist RESIDUUM (CL)

AutoCAD SHX Text with dense chert gravel, low

AutoCAD SHX Text CLAY with chert, brown, stiff

AutoCAD SHX Text

12" CONCRETE

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text Surface:

AutoCAD SHX Text Sy

AutoCAD SHX Text

BORING NO. H-12

AutoCAD SHX Text Also contains trace to moderate

AutoCAD SHX Text amounts of chert.

AutoCAD SHX Text

12" STONE

AutoCAD SHX Text

4" CONCRETE

AutoCAD SHX Text

8-12" STONE

AutoCAD SHX Text moist ALLUVIUM (ML)

AutoCAD SHX Text stiff, moist RESIDUUM (CH)

AutoCAD SHX Text yellow-tan and gray mottled, very

AutoCAD SHX Text CLAY with silt, fine chert, AutoCAD SHX Text Boring terminated at 15.5 ft.

AutoCAD SHX Text

AutoCAD SHX Text SILT with clay, gray, firm, very

AutoCAD SHX Text plasticity, moist FILL (CL)

AutoCAD SHX Text reddish brown, firm to stiff, low

AutoCAD SHX Text CLAY with silt, and chert, AutoCAD SHX Text

TOPSOIL

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text Sy

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

FT.

AutoCAD SHX Text

BORING NO. H-25

AutoCAD SHX Text Surface:

AutoCAD SHX Text No groundwater encountered at

AutoCAD SHX Text time of drilling completion

AutoCAD SHX Text Auger refusal at 22.5 ft.

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text

BORING NO. H-13

AutoCAD SHX Text very moist ALLUVIUM (ML)

AutoCAD SHX Text SILT with clay, gray, soft and

AutoCAD SHX Text moist RESIDUUM (CH)

AutoCAD SHX Text CLAY with fine chert, gray-brown

AutoCAD SHX Text

AutoCAD SHX Text mottled, stiff high plasticity, AutoCAD SHX Text

AutoCAD SHX Text

FT.

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text 4" ASPHALT with 6" CONCRETE

AutoCAD SHX Text CONCRETE SLAB at ~ 1.5 ft.

AutoCAD SHX Text Sy

AutoCAD SHX Text Surface:

AutoCAD SHX Text SILTY CLAY - Fill

AutoCAD SHX Text Groundwater encountered at 6.2

AutoCAD SHX Text

ft. after drilling

AutoCAD SHX Text Groundwater at 6 ft. after 2 hrs.

AutoCAD SHX Text CLAY with fine chert, light gray

AutoCAD SHX Text Auger refusal at 14.5 ft.

AutoCAD SHX Text

AutoCAD SHX Text moist RESIDUUM (CH)

AutoCAD SHX Text to yellow, stiff highly plastic, AutoCAD SHX Text 4" ASPHALT with 6" CONCRETE

AutoCAD SHX Text

BORING NO. H-14

AutoCAD SHX Text

AutoCAD SHX Text Sy

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

FT.

AutoCAD SHX Text brown, firm, moist FILL (CL)

AutoCAD SHX Text SILT with clay, gray, soft and

AutoCAD SHX Text very moist ALLUVIUM (ML)

AutoCAD SHX Text SILTY CLAY with rock fragments, AutoCAD SHX Text Surface:

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text

RESIDUUM (CH)

AutoCAD SHX Text CLAY with silt, yellow-tan, stiff

AutoCAD SHX Text No groundwater encountered at

AutoCAD SHX Text Boring terminated at 15 ft.

AutoCAD SHX Text time of drilling completion

AutoCAD SHX Text

(CL)

AutoCAD SHX Text CLAY with chert, red brown FILL

AutoCAD SHX Text

ALLUVIUM (ML)

AutoCAD SHX Text SILT with clay, gray, soft

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text Surface:

AutoCAD SHX Text

4" ASPHALT - 5" CONCRETE

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

FT.

AutoCAD SHX Text Sy

AutoCAD SHX Text

BORING NO. H-15

AutoCAD SHX Text time of drilling completion

AutoCAD SHX Text No groundwater encountered at

AutoCAD SHX Text Boring terminated at 14.4 ft.

AutoCAD SHX Text CLAY with yellow-tan mottled, AutoCAD SHX Text

AutoCAD SHX Text fine oxide precipitates and chert, AutoCAD SHX Text

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

BORING NO. H-16

AutoCAD SHX Text SILT with clay, gray, soft

AutoCAD SHX Text CLAY with chert, reddish brown

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text

ALLUVIUM (ML)

AutoCAD SHX Text

AutoCAD SHX Text firm to stiff consistency, low

AutoCAD SHX Text Sy

AutoCAD SHX Text

FT.

AutoCAD SHX Text Surface:

AutoCAD SHX Text

TOPSOIL

AutoCAD SHX Text very stiff, highly plastic, moist

AutoCAD SHX Text

RESIDUUM (CH)

AutoCAD SHX Text plasticity, moist FILL (CL)

AutoCAD SHX Text Grayish brown at ~ 5 ft.

AutoCAD SHX Text Soft to firm at 13 ft.

AutoCAD SHX Text

FT.

AutoCAD SHX Text Sy

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text Boring terminated at 15.5 ft.

AutoCAD SHX Text No groundwater encountered at

AutoCAD SHX Text time of drilling completion

AutoCAD SHX Text moist RESIDUUM (CH)

AutoCAD SHX Text very stiff, and highly plastic, AutoCAD SHX Text

BORING NO. H-17

AutoCAD SHX Text moist FILL (CL)

AutoCAD SHX Text CLAY with fine chert, yellow-tan, AutoCAD SHX Text SILT, gray, soft and very moist

AutoCAD SHX Text

ALLUVIUM (ML)

AutoCAD SHX Text brown, reddish brown, loose, very

AutoCAD SHX Text CLAY with silt, chert and slag, AutoCAD SHX Text Surface:

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text

TOPSOIL

AutoCAD SHX Text plastic, moist RESIDUUM (CH)

AutoCAD SHX Text Boring terminated at 15.5 ft.

AutoCAD SHX Text No groundwater encountered at

AutoCAD SHX Text time of drilling completion

AutoCAD SHX Text

AutoCAD SHX Text yellow, very stiff, highly

AutoCAD SHX Text CLAY with fine chert, tan to

AutoCAD SHX Text very moist ALLUVIUM (ML)

AutoCAD SHX Text SILT with clay, gray, soft and

AutoCAD SHX Text plasticity, moist FILL (CL)

AutoCAD SHX Text to reddish brown, firm, low

AutoCAD SHX Text CLAY with chert and silt, brown

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text Surface:

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

FT.

AutoCAD SHX Text Sy

AutoCAD SHX Text

BORING NO. H-18

AutoCAD SHX Text

RESIDUUM (CL)

AutoCAD SHX Text CLAY with silt, ton-yellow, stiff

AutoCAD SHX Text Boring terminated at 15 ft.

AutoCAD SHX Text

BORING NO. H-19

AutoCAD SHX Text wet ALLUVIUM (ML)

AutoCAD SHX Text SILT with clay, gray, soft and

AutoCAD SHX Text

FILL (CL)

AutoCAD SHX Text CLAY with chert red brown, wet

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

AutoCAD SHX Text Sy

AutoCAD SHX Text

FT.

AutoCAD SHX Text Surface:

AutoCAD SHX Text 3" ASPHALT - 6" CONCRETE and

AutoCAD SHX Text CONCRETE aggregate base

AutoCAD SHX Text

AutoCAD SHX Text Auger refusal at 11.5 ft.

AutoCAD SHX Text

BORING NO. H-20

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text CLAY with SILT red brown, AutoCAD SHX Text

AutoCAD SHX Text

FT.

AutoCAD SHX Text Sy

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text and moist RESIDUUM (CH)

AutoCAD SHX Text CLAY with silt, tan-gray, firm

AutoCAD SHX Text

FILL (CL)

AutoCAD SHX Text Surface:

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text No groundwater encountered at

AutoCAD SHX Text time of drilling completion

AutoCAD SHX Text sloping rock face

AutoCAD SHX Text

AutoCAD SHX Text stiff, highly plastic, moist

AutoCAD SHX Text CLAY with silt, yellow brown, AutoCAD SHX Text

RESIDUUM (CH)

AutoCAD SHX Text SILT with clay, fine organics, AutoCAD SHX Text gray, very soft and wet

AutoCAD SHX Text Auger refusal at 17.5 ft. - on

AutoCAD SHX Text

AutoCAD SHX Text SILTY CLAY - Fill

AutoCAD SHX Text

5" CONCRETE

AutoCAD SHX Text

SOIL-ROCK DESCRIPTION

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

FT.

AutoCAD SHX Text Sy

AutoCAD SHX Text

BORING NO. H-21

AutoCAD SHX Text Surface:

AutoCAD SHX Text

ALLUVIUM (ML)

AutoCAD SHX Text

AutoCAD SHX Text Sy

AutoCAD SHX Text

FT.

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text Boring terminated at 15.5 ft.

AutoCAD…

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File details come from the government source that posted it. Updated Jul 14, 2020.