FXSB 19-4700 Drawings 20210921.pdf

PDF 3 MB Posted Dec 17, 2021

Attached to: Repair Fuel Pumphouse 2 Containment
Solicitation number: FA500022R0002
Issued by: Department of the Air Force Pacific Air Forces

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MAP KEY

LOCATION DESCRIPTION

RICHARDSON VISITORS GATE

ARCTIC VALLEY GATE GLENN HWY SOUTHBOUND EXIT

ELMENDORF VISITORS GATE

654 6TH STREET: FIRE STATION 4

8517 20TH STREET: SECURITY FORCES

CLEAN FILL LANDFILL SITE

CONCRETE LANDFILL SITE

POST ROAD GATE

GOVERNMENT HILL GATE

JOINT BASE ELMENDORF-RICHARDSON

673RD CIVIL ENGINEER SQUADRON

KEY PLAN

A B C D E F G H I

SHEET

REFERENCE

NUMBER

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

JOINT BASE ELMENDORF-RICHARDSON, AK

DRAWN BY:

CHECKED BY:

PROJ. ENG.

DESIGN

DRAWINGS

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DRAWING NO:

U.S. AIR FORCE

03 MAR 2021

03/03/2021

REPAIR FUEL PUMPHOUSE 2 CONTAINMENT

FXSB 19-4700

ANSI

PRELIMINARY

PROJECT LOCATION

SCHEDULE OF DRAWINGS

SHEET NUMBER SHEET TITLE

C 1 COVER SHEET

C 2.0 SITE LAYOUT

C 2.1 SITE GRADING PLAN

C 2.2 PAD PLAN

C 4.0 DETAILS

C 4.2 DETAILS

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

2. AT NO TIME WILL THE CONTRACTORS WORK, STORAGE OF MATERIALS, PARKING OF VEHICLES OR OTHER ACTIVITIES BE ALLOWED TO INTERFERE WITH THE WORK ACTIVITIES OF GOVERNMENT PERSONNEL OR TO DAMAGE GOVERNMENT OR PRIVATE PROPERTY.

3. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE WORK AREA FREE FROM ACCUMULATION OF WASTE MATERIALS. DEBRIS SHALL BE REMOVED ON A DAILY

BASIS.

4. ALL WELDING AND / OR THE USE OF FLAME PRODUCING DEVICES SHALL BE CLEARED THROUGH THE FIRE DEPARTMENT.

5. ALL CONSTRUCTION PERMITS, FEES AND COORDINATION OF ANCILLARY ITEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

6. THE WORK OF THIS CONTRACT SHALL COMPLY WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES OR STANDARDS, INCLUDING BUT NOT LIMITED TO:

ENVIRONMENTAL PROTECTION AGENCY, NATIONAL ELECTRICAL CODE, NATIONAL ELECTRICAL SAFETY CODE, NATIONAL FIRE PROTECTION ASSOCIATION, OSHA

STANDARDS, FIRE CODES, INTERNATIONAL BUILDING CODE.

PROJECT NOTES:

COVER SHEET

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NOTES: REFER TO C2.1 FOR TANK SITE GRADING.

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UNLESS OTHERWISE NOTED

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ALL DIMENSIONS ARE METERS

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PLAN

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TANK SITE LAYOUT

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BEGIN

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GUARDRAIL

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END GUARDRAIL

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TANK SITE CONTROL POINT TABLE

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* SEE NOTE 1

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EXHIBIT DRAWING

CONSTRUCTION AREA

NOTES: LINE ALL DISTURBED DITCHES WITH STRAW EROSION CONTROL BLANKET UNLESS OTHERWISE INDICATED. FOR SECTION CUTS AND FOR LOCATION OF SPOT ELEVATIONS, REFER TO C2.0. NOT ALL SPOT ELEVATIONS HAVE CONTROL POINTS, SOME ARE INFERRED FROM TYPICAL SECTIONS OR FACILITY FEATURES. SEED ALL CONTRACTOR DISTURBED AREAS AS SHOWN ON SHEET L1.1

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UNLESS OTHERWISE NOTED

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ALL DIMENSIONS ARE METERS

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SITE PLAN

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TANK SITE GRADING PLAN

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EXHIBIT DRAWING

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CONSTRUCTION AREA

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SEE NOTE 1 AND 5

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TIE TO EXISTING

AutoCAD SHX Text 0+340.858

AutoCAD SHX Text 22.5%%d ELBOW

AutoCAD SHX Text 0+314.011

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AutoCAD SHX Text 25.5%%d ELBOW

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SEE NOTE 1 AND 5

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TIE TO EXISTING

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AutoCAD SHX Text 0+107.900

AutoCAD SHX Text 0+161.830

AutoCAD SHX Text 0+204.583

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22.5%%D%% ELL

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22.5%%D%% ELL

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90%%D%% ELL

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90%%D%% ELL

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90%%D ELL

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90%%D ELL

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45%%D ELL

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11.25%%D ELL

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LOW POINT DRAIN

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HIGH POINT VENT

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LOW POINT DRAIN

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SEE NOTE 9

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LOW POINT DRAINS

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HIGH POINT VENT

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LOW POINT DRAIN

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HIGH POINT VENT

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LOW POINT DRAIN

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HIGH POINT VENT

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LOW POINT DRAIN

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LOW POINT DRAIN

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ISOLATION VALVE

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SEE DETAIL 9/M4.4

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HIGH POINT VENT

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SEE NOTE 9

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HIGH POINT VENT

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SEE NOTE 9

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8.5%%D ELBOW

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12.5%%D ELBOW

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AutoCAD SHX Text E

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UNLESS OTHERWISE NOTED

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ALL DIMENSIONS ARE MILLIMETERS

AutoCAD SHX Text A

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SITE PLAN

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TANK PAD PLAN

AutoCAD SHX Text 1 : 200

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EXHIBIT DRAWING

0.3 CLASSIFIED FILL

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ABOVE LINER

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0.3 CLASSIFIED FILL

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BELOW LINER

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AutoCAD SHX Text 1:3

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TANK 2

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LINER

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SYSTEM

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DN 350 WATER

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EXHIBIT DRAWING

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EXHIBIT DRAWING

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FML

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CUSHIONING

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GEOTEXTILE

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LINER SYSTEM

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UNLESS OTHERWISE NOTED

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ALL DIMENSIONS ARE METERS

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SECTION

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TANKS / ACCESS ROAD

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DETAIL

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NOT TO SCALE

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LINER SYSTEM

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NOT TO SCALE

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C4.3

BASIN FRAME AND GRATE

AutoCAD SHX Text 1 200%%c MH WITH CATCH

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DN 600 CMP

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LID ELEV 72 100

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PIV

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INSIDE MANHOLE

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BULK FUEL LINES

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PROVIDE MINIMUM SEPARATION

AutoCAD SHX Text 300mm BETWEEN CMP AND

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WINCH

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TOP OF PIPE

AutoCAD SHX Text EL 65 530%%p

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AutoCAD SHX Text C4.8

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IE 65 766

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OUTLET RIPRAP

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SEE SHEET C2.1 FOR

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DN350 WATER LINE

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IE 69 390

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AutoCAD SHX Text C4.5

AutoCAD SHX Text BLIND FLANGE 300mm

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ABOVE GROUND

AutoCAD SHX Text 200x200 TEE

AutoCAD SHX Text 1 200%%c MH WITH

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SOLID LID

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IE 70 07

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IE 66 290

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IE 69 470

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DN 600 CMP

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IE 70 10

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TO REFERENCE DRAWING

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INSTALL CULVERT ACCORDING

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D-01.02M ON SHEET R3

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TOPSOIL

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FIELD APPLIED URETHANE

AutoCAD SHX Text FOAM INSULATION 50mm

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THICK, ALL AROUND CMP

AutoCAD SHX Text 3m EACH SIDE OF WATER

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PIPE

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INSULATED DRAIN

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PIPE

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27.5 LF 2.39%

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18.2 LF

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IE 69 470

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REMOTE IMPOUNDMENT BASIN

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SUBDRAIN LINE TIES INTO

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CONCRETE SDMH. ALSO

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ENTIRE TANK SITE

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SEE C2.1 AND C4.1 FOR

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SUBDRAIN SYSTEM.

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MATERIAL

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LINER SYSTEM

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CLASSIFIED FILL

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TERMINATE HEAT

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TRACE HERE

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DN 200 INSULATED

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DRAIN PIPE

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ARE TYPICAL EACH WAY

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CONCRETE DIMENSIONS

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AROUND PIPE

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#13 REBAR CONTINUOUS

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SHEAR GATE

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SS HANDLE

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SS CABLE

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EL 71 200

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IE 70 400

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BOOT

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INSTALL PREFORMED

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SHEAR GATE

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HINGE

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GATE SEAT

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(TYP OF 2)

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FLANGE TO MATCH

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HDPE DRAIN PIPE

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SS LIFTING

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HANDLE

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ALL DIMENSIONS ARE MILLIMETERS

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DETAIL

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SECTION

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SUMP

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SUMP DRAIN

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DETAIL

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SHEAR GATE

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EXHIBIT DRAWING

Sheets and Views

Cover Sheet

C2.0.pdf

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Layout1

C2.1.pdf

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Layout1

C2.2.pdf

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Layout1

C4.0.pdf

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Layout1

C4.2.pdf

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Layout1

C2.0.pdf

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Layout1

File details come from the government source that posted it. Updated Dec 17, 2021.