B09_Attachment_12_24_0820__USGS_A3_PHASE_II_100CD_DWGS_A101_Bid_Question_0003.pdf

HGFEDC J KD1C5B8B3BA

E1 E9

4.5

4.7

B2 B9 H1 H7D2 D9

6.5

AA2

5.6

0"

DN

6' - 7" 19' - 7" 7' - 0" 6" 10' - 2"

2' - 2" 5"

7' - 6" 8' - 4"

1' - 10" 1' - 7"

11' - 6" 11"

1' - 8"

12' - 6" 1' - 8" 15' - 10" 15' - 10" 5" 12' - 10" 6' - 6" 20' - 1"

5'

4'

9'

3'

6'

/4

9'

9'

4" DIA. PIPE COLUMN

4" DIA. PIPE COLUMN

DN

MECH.

ELEV.

RECEPTION

MAIN

ENTRANCE

TWO SIDED ELEVATOR OPENS TO OUTSIDE

WET LABORATORY

MAIN LOBBY PUBLIC STAIR TO

BASEMENT. SEE STRUCT

DWGS AND BASEMENT PLAN

FOR WORK IN BASEMENT.

UNDERPINNING SEE

STRUCTURAL DWGS. REPAINT

EXPOSED FOUNDATION WALLS

THROUGHOUT.

DEDUCTIVE BID

OPTION 1

SITE

LANDSCAPING

RESTORATION

165' - 5"

VERIFY IN FIELD

AREA OF

MICROPILES

SITE

LANDSCAPING

RESTORATION

SITE

LANDSCAPING

RESTORATION

VERIFY IN FIELD AREA OF

MICROPILES

VERIFY IN FIELD AREA OF

MICROPILES

V

IF

V

IF

RM 11

SEE PHOTO IN PLAN LEGEND: COLUMN ROOM 11

FOR EXISTING CMU CRACKING AND

DISPLACEMENT ABOVE DOOR AT COLUMN.

PARTIALLY DISASSEMBLE EXISTING CMU WALL AT

DAMAGED AREA. PATCH TO MATCH EXISTING.

REPLACE WITH NEW CMU GROUTED INTO

EXISTING WALL AND TO MATCH EXISTING. TOOL

ALL MORTAR JOINTS TO MATCH EXISTING. PREP

AND PROVIDE BLOCK FILLER PRIMER AND PAINT

WITH TWO COATS OF LATEX PAINT COLOR TO

MATCH EXISTING.

REMOVAL AND REPLACEMENT OF EXISTING

SLAB TO CONTROL JOINT AT MAIN ENTRANCE

FOR HELICAL PIER INSTALLATION. COORDINATE

W/ ARCH FOR AREA. REBUILD TO ASSURE THAT

ACCESSIBILITY IS MAINTAINED SO THAT NO

VERTICAL RISE OR DROP OF WALK AT ENTRY

DOOR. SEE CIVIL AND STRUCT. DWGS.

31.01

31.01

31.01

UNDERPINNING SEE

STRUCTURAL DWGS.

REPAINT EXPOSED

FOUNDATION WALLS

THROUGHOUT.

UNDERPINNING SEE STRUCTURAL

DWGS. REPAINT EXPOSED

FOUNDATION WALLS THROUGHOUT.

REMOVE AND REPLACE CONCRETE

PATIO SOUTH OF PERGOLA AS

NEEDED. DO NOT DAMAGE OR DEMO

EXISTING WOOD PERGOLA. DO NOT

DAMAGE OR DEMO CONCRETE BASE

AT PERGOLA POST, VIF.

EXISTING PERGOLA AND

CONCRETE PATIO BASE AT

ENTRANCE AND UNDER

PERGOLA TO REMAIN.

REMOVAL AND REPLACEMENT OF

SIDEWALK TO CONTROL JOINT AT

WEST ENTRANCE FOR HELICAL

PIER INSTALLATION. COORDINATE

W/ ARCH FOR AREA. REBUILD TO

ASSURE THAT ACCESSIBILITY IS

MAINTAINED SO THAT NO VERTICAL

RISE OR DROP OF WALK AT ENTRY

DOOR. SEE STRUCT. DWGS. FOR

DETAIL.

CONFIRM TREES IN AREA CAN BE

PROPERLY PROTECTED DURING

CONSTRUCTION.

NEW SIDEWALK WORK, SEE

CIVIL DWGS.

NEW SIDEWALK WORK, SEE

CIVIL DWGS.

NEW SIDEWALK WORK, SEE

CIVIL DWGS.

A101

SCAN FOR UTILITIES

PRIOR TO WORK AND

HAND DIG THROUGHOUT

THIS AREA.

01.00

EXISTING WALL TO REMAIN

EXISTING DOOR AND FRAME TO REMAIN

AREA NOT IN SCOPE OF WORK

AREA OF WORK

CONCRETE: SIDEWALK / PATIO /

ENTRY, VIF WIDTH AND LENGTH.

NEW HELICAL PIERS UNDER

FOUNDATION WALL FOOTING, SEE

STRUCT. DWGS.

1. PROTECT THE EXISTING EXTERIOR WALL FROM DAMAGE THROUGHOUT THE WORK. PROVIDE

TEMPORARY PROTECTIONS TO EXISTING MASONRY WALLS, WIDOWS. GLASS UNITS, PROJECTING

ELEMENTS, ETC. AS REQUIRED.

2. GRASS IN CONSTRUCTION AREA TO BE RESEEDED WITH KENTUCKY #31 TALL FESCUE OR

SIMILAR MIX.

A. SOW SEED AT A RATE OF 3 TO 4 LB/1000 SQ. FT. RAKE SEED LIGHTLY AND

COVER WITH A THIN LAYER OF PLANTING SOIL TO SHIELD SEEDS FROM DETECTION BY

PESTS. ROLL LIGHTLY AND WATER WITH FINE SPRAY. WITHIN 24 HOURS, SOAK

SEEDED AREAS THEN PROTECT FROM HOT, DRY WEATHER OR DRYING WINDS BY

APPLYING 1/4” THICK LAYER OF MECHANICALLY-SECURED STRAW OR COMPOST

MULCH THROUGHOUT.

3. ALL TESTING AND INSPECTION SERVICES SHALL BE PROVIDED BY THE CONTRACTOR AT NO

COST TO THE GOVERNMENT. ALL COSTS ASSOCIATED WITH RETESTING AND RE INSPECTIONS

SHALL BE AT THE SOLE COST OF THE CONTRACTOR. REFERENCE SPECIFICATIONS SECTIONS 01

01 00 – GENERAL REQUIREMENTS AND 01 40 00 - QUALITY REQUIREMENTS.

GROUND FLOOR

0"

ROOF

10' - 0"

1 2 3

6' - 0"

5/ 8"

10"4'

V

IF

PROTECT CANOPY AND BRICK

FACADE THROUGHOUT

CONSTRUCTION

4'

/4

8" 8' - 10" VIF

4" 4'

8"

2"1' - 0"

EXISTING FOUNDATION WALL AND

FOOTING TO BE REINFORCED W/

STRUCTURE HELICAL PIERS, SEE

STRUCT. DWGS.

REMOVE AND SALVAGE

EXISTING STORE FRONT DOOR

FOR REINSTALLATION

REMOVE AND REPLACE EXISTING

CONCRETE ENTRY SLAB UP TO

INTERIOR, SEE CIVIL & STRUCT.

DWGS FOR ALL SLOPES AND

ADDITIONAL INFORMATION.

11' - 4" VIF

A101

GROUND FLOOR

0"

EXISTING FOUNDATION WALL

AND FOOTING TO REMAIN.

REMOVE AND SALVAGE EXISTING

STORE FRONT DOOR FOR

REINSTALLATION IN THE SAME

LOCATION PROVIDE NEW SS ANCHORS

AS REQ'D AND NEW CONTINUOUS

SILCONE SEALANT AND BACKER ROD

PERIMETER OF FRAME.

EXISTING SLAB AND VAPOR

BARRIER AT INTERIOR TO REMAIN.

NEW REINFORCED CONCRETE SLAB

AT ENTRANCE, SEE CIVIL & STRUCT.

DWGS.

EXISTING GRAVEL BASE TO REMIAN

ADD NEW COMPACT GRAVEL AND

SOIL AS NEEDED, SEE CIVIL &

STRUCT. DWGS.

NEW CONSTRUCTION JOINT

FILLER AND CONTINUOUS BACKER

ROD AND HORIZONTAL SEALANT.

EXISTING 1/2" PERIMETER

INSULATION TO REMAIN.10"

RESET EXISTING THRESHOLD W/

NEW SS ANCHORS IN NEW BED OF

SEALANT

PROTECT EXISTING WALLS AND

FINISHES

SLOPE

BE Project No.

Drawn By:

Drawing No.

Drawing Title t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

©2018 Bailey Edward Design Design Firm License No. 184-001962

Structural Engineer IMEG Corp.

15 Sunnen Dr. Suite 104 St. Louis, MO 63143 314-645-1132

SHEET

GROUND FLOOR

PLAN

A101

USGS OAG A3 MAIN

BUILDING STABILIZATION

PHASE II

18018

KH

Columbia Environmental Research Center (CERC) 4200 E New Haven Rd.

Columbia, MO 65201

1/8" = 1'-0"

GROUND FLOOR PLAN

0 4' 8' 16'

COLUMN ROOM 11

NEW WORK PLAN LEGEND

NEW WORK - GENERAL NOTES

KEYNOTES - NEW WORK

01.00 PRIOR TO COMMENSING WORK ONSITE, GROUND PENETRATING RADAR SURVEY SHALL BE

PERFORMED BY THE CONTRACTOR AT THE PERIMETER OF THE BUILDING IN ALL WORK AREAS

PRIOR TO THE START OF FOUNDATION REINFORCING. CONTACT THE OWNER IF ANY UTILITIES ARE

FOUND THAT MIGHT BE IMPACTED BY MICROPILE STABILIZATION. MARK UTILITY LOCATIONS

ONSITE AND COORDINATE WITH STRUCTURAL MICROPILE LOCATIONS. REFERENCE

SPECIFICATIONS SECTION 01 10 00 SUMMARY.

31.01 MICROPILES UNDER FOOTING, SEE STRUCT. DWGS.

1/4" = 1'-0"

SECTION

1 1/2" = 1'-0"

SECTION DETAIL

REVISION

MARK DESCRIPTION DATE

1 100% CD 05/17/2024

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