1990_HFB_Site_plan.pdf

PDF 268 KB Posted Nov 10, 2016

Attached to: Design Build Parking Garage Remodel Federal contract opportunity
Solicitation number: Not on record
Issued by: General Services Administration Public Buildings Service

About this file

From the source

HFB Site Plan in pdf circa 1990

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Other files for this federal contract opportunity

Other files attached to Design Build Parking Garage Remodel, newest first.
File	Type	Posted
SF30_Amend0004.pdf	PDF	Dec 14, 2016
Amend_0003___SF30.pdf	PDF	Dec 5, 2016
Site_Visit_Attendees_11-30-2016.pdf	PDF	Dec 1, 2016
Amend0002__GS-10-P-17-XJ-C-0001.pdf	PDF	Dec 1, 2016
NARA_Asbestos_Inspection_Report_2013.pdf	PDF	Nov 14, 2016
Amend_0001_GS-10-P-17-XJ-C-0001.pdf	PDF	Nov 14, 2016
SOW_Garage_Conversion_11.8.2016.pdf	PDF	Nov 10, 2016
MEZZANINE_LEVEL_Drawing.pdf	PDF	Nov 10, 2016
Solicitation_GS-10-P-17-XJ-C-0001.pdf	PDF	Nov 10, 2016
1990_NARA_As-Built_Floor_Plan.pdf	PDF	Nov 10, 2016
SINGLE_LEVEL_OPEN_CONCEPT_Drawing.pdf	PDF	Nov 10, 2016
GSA_Region_10_-_Fire_Alarm_Design__Installation_and_Testing_Policy_3.31.16.pdf	PDF	Nov 10, 2016
Courts_Design_Guide_07.pdf	PDF	Nov 10, 2016
Construction_Wage_Determ.pdf	PDF	Nov 10, 2016
Reps_ _Certs_GS-10-P-17-XJ-C-0001.pdf	PDF	Nov 10, 2016
Agreement_GS-10-P-17-XJ-C-0001.pdf	PDF	Nov 10, 2016
SF1442__GS-10-P-17-XJ-C-0001.pdf	PDF	Nov 10, 2016
PBS_P_3490.2_Document_Security_for_Sensitive_But_Unclassified_Building_Information.pdf	PDF	Nov 10, 2016
Div_1_Specs_Garage_Conversion.pdf	PDF	Nov 10, 2016
USMS_Pub_64__2014_Edition.pdf	PDF	Nov 10, 2016

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COURT

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ADDITION

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CONSTRUCTION

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CONTRACT

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NUMBER

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GS-

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TYPE

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SERIES

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SEQUENCE

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NUMBER

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DRAWING

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TYPE

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TITLE

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DRAWN BY

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CKD.BY

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DATE

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PROJECT

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DESCRIPTION

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NUMBER

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BUILDING

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NUMBER

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ADDRESS

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NAME

AutoCAD SHX Text Architects Engineers Surveyors

AutoCAD SHX Text 601 College Road Fairbanks, Alaska 99701

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AutoCAD SHX Text 907 452 1241

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APPROVED

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GENERAL SERVICES ADMINISTRATION

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FACILITY SUPPORT CENTER

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DESIGN & CONSTRUCTION BRANCH

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REGION 9 - AUBURN, WA.

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NO.

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REVISION

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DATE

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GS-

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STREET:

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CITY:

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STATE:

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NARA FACILITY

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654 W. THIRD NE

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ANCHORAGE

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AK0034ZZ

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ADDITION TO

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ANCHORAGE FEDERAL BUILDING

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NAK02500

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GS09P89KTD0111

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WCG

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JBW

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SITE AND GRADING PLAN

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CIVIL

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FEDERAL BUILDING

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FEDERAL BUILDING

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'F' STREET

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THIRD AVENUE

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ENTRY VAULT

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ALTERNATE NO. 1

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NEW CANOPY

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ALTERNATE NO. 1

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DRAWING REFERENCE:

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AutoCAD SHX Text No. CE 5645

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WILLIAM C. GRYDER

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EXISTING

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STREET LIGHT

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EXISTING 8" C.I. WATER MAIN

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ABANDONED 4" WATER SERVICE

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EXISTING 4" GAS LINE

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EXISTING VALVE

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EXISTING

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CATCH BASIN

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CONNECT NEW DRAIN PIPE

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TO EXISTING CATCH BASIN.

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NEW PIPE INVERT TO BE 6"

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ABOVE INVERT OF CATCH

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BASIN.

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NEW BURIED WATER MAIN VALVES.

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SEE DIVISION 15. PROVIDE WITH

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VALVE BOXES TO GRADE.

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ROOF DRAIN

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ROOF DRAIN

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FLOOR DRAIN

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SEE DIVISION 15

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FLOOR DRAIN

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SEE DIVISION 15

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CONSTRUCTION

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LIMITS

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PROVIDE TEMPORARY

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CONSTRUCTION FENCE

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AT CONSTRUCTION LIMIT.

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PROVIDE

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TEMPORARY

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FENCE AT

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CONSTRUCTION

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LIMITS

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EXISTING FLOOR

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ELEVATION = 97.00'

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BASIS OF ELEVATIONS

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(= 0'-0" ON ARCH

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DRAWINGS)

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NEW GAS SERVICE

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BY GAS COMPANY

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ALTERNATE NO. 4

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SANDBLAST

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FACE OF

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EXISTING WALL

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AND PAINT TO

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MATCH

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EXISTING

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LIGHT BOLLARD

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(TYP. OF 9)

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SEE ELECTRICAL

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NEW LIGHT

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SEE ELECTRICAL

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SITE AND GRADING PLAN

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MATCH EXISTING

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SIDEWALK

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NEW 4" SIDEWALK

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MATCH EXISTING WIDTH

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TAPER CURB TO MATCH

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SIDEWALK AT 2" PER FOOT

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CURB CUT

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EXP. JT.

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CURBCUT

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MATCH EXISTING

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SIDEWALK

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REPLACE EXISTING CONCRETE

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ENTRANCE. MATCH EXISTING

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GRADES.

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6" DRAIN LINE

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NEW 2 - 6" FIRE WATER LINES INSULATED WITH 2" FOAMED-

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IN-PLACE URETHANE INSULATION. PROVIDE THRUST BLOCKS

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AT ALL ANGLES AND TEES. THRUST BLOCKS SHALL BE

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2 C.Y. OF CONCRETE MINIMUM AND HAVE A MINIMUM OF

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6 S.F. OF BEARING AGAINST UNDISTURBED SOIL.

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NEW ASPHALT

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CONCRETE PAVEMENT

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YARD CLEANOUT

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SEE

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MATCH EXISTING

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PAVEMENT

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NEW 4" CONCRETE SLAB. SLOPE TO

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DRAIN TO NEW DRAIN AT 1/4" PER FOOT

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SEE ARCHITECTURAL FLOOR PLAN

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FOR LOCATION OF NEW ADDITION

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FINISHED GRADE TO

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MATCH TOP OF EXISTING WALL

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ELECTRICAL

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MANHOLE

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EXISTING BURIED

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ELECTRICAL LINE

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EXISTING

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TRANSFORMER VAULT

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EXISTING BURIED

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ELECTRICAL LINE

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3" DRAIN LINE

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3" DRAIN LINE

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AREA GRADING WITH

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COMMON FILL.

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FOR ALTERNATE NO. 5

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PROVIDE 6" OF TOPSOIL.

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NOTE: SEE DIVISION 15

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FOR DRAINS AND DRAIN

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PIPES

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MATCH EXISTING

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CONCRETE

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EXP. JT.

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6" DRAIN LINE

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6" DRAIN LINE

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EXP. JT.

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SEE

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TRENCH DRAINS

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EXP. JT.

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TYPICAL

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TYPICAL

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TYPICAL

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NEW ASPHALT CONCRETE

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PAVEMENT AND PAVEMENT

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MARKINGS. ALTERNATE NO. 2

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TYPICAL

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TYPICAL

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TYPICAL

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NEW NARA

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FACILITY

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FINISHED FLOOR

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ELEVATION = 97.00'

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(0'-0" ON ARCH

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DRAWINGS)

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3" DRAIN LINE

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CONSTRUCTION

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LIMITS

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TYPICAL

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TYPICAL

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TYPICAL

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EXISTING LIGHT TO REMAIN

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EXISTING BURIED ELECTRIC LINE

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EXISTING BURIED GAS LINE

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EXISTING BURIED WATER LINE

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LEGEND

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NEW BURIED WATER LINE

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NEW BURIED GAS LINE

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NEW CONCRETE - BROOM FINISH

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NEW CONCRETE - RED WITH STAMPED

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BRICK PATTERN FINISH

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NEW ASPHALT CONCRETE PAVEMENT

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BASIC

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NEW ASPHALT CONCRETE PAVEMENT

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ALTERNATE NO. 2

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CONSTRUCTION LIMIT

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AutoCAD SHX Text 99.4

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EXISTING INVERT

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AutoCAD SHX Text 97.0;

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AutoCAD SHX Text 97.00

AutoCAD SHX Text 96.60

AutoCAD SHX Text 96.7

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AutoCAD SHX Text 96.67

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AutoCAD SHX Text 99.92

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AutoCAD SHX Text 105.00

AutoCAD SHX Text 104.70

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FINISHED GRADE ELEVATION

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EXISTING GRADE ELEVATION

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DESIGNATES EXPANSION JOINT. SEE

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DETAIL 7/C3 FOR EXPANSION JOINT

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DETAIL.

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EXP. JT.

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NOTE: THE CONTRACTOR SHALL

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NOT USE THIS DRIVE FOR ACCESS

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EXCEPT DURING CONSTRUCTION

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OF THE SIDEWALK ALONG THIRD

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AVENUE AND THE UTILITY

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CONNECTIONS IN THIRD AVENUE.

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THE CONTRACTOR SHALL LIMIT THE TIME

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THAT THE TRENCH IS OPEN OUTSIDE THE

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CONSTRUCTION LIMITS FOR CONSTRUCTION

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OF THIS DRAIN LINE TO 2 CONSECUTIVE

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DAYS.

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6" CURB

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ALTERNATE NO. 5

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TOOLED SCORE LINE

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TYPICAL

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NOTE: THE CONTRACTOR SHALL LIMIT THE TIME

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THAT THE SIDEWALK IS CLOSED TO PEDESTRIAN TRAFFIC

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DURING CONSTRUCTION TO 7 CONSECUTIVE DAYS.

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TOOLED SCORE

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LINES

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EXP. JT.

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EXP. JT.

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File details come from the government source that posted it. Updated Nov 14, 2017.