Exhibit R 10-2-153_DRAWINGS_FOR_BID.pdf

S

NORTH

PROJECTW

E

RAILYARD

STORAGE

AREA

ROAD

C

HWY. 56 BUTTERFIELD RD.

INDUSTRIAL

MAIN

TO

IN

TE

R

ST

AT

E I-8

FA

R N

SW

O

R

TH

KAUTZ RD.

CONSTRUCTION

ENTRANCE

INJECTOR

MAIN

SUBSTATION

KA

U

TZ

R

D

KAUTZ RD.

RING RD.

WILSON ST.

ENTRANCE

PINE ST.

ENTRANCE

(NO TRUCKS)

R O

AD

B

PINE ST. (OUT)

PINE ST. (IN)

KI

R

K R

D

ROAD

A

-2

ROAD

A -1

HOLTER RD

AREA

LABORATORY

CENTRAL

CDF

FE

LD

O

TT

R D

BATAVIA RD.

WILSON ST.

RECEIVINGSITE

BURLINGTON NORTHERN R.R.

TO ENTER THIS GATE

FA

RM

R D

LEGEND

SITE BOUNDARY LINES

ON SITE CONST. ROUTES

SW

ENSON

HOURS

(NO ACCESS)

EOLA RD.

ENTRANCE

TO RT. 59

HWY 38 ROOSEVELT RD.

BATAVIA RD.

EO

LA

R D

FIXED

TARGET

AREA

ROAD D

FERMILAB

VILLAGE

LOCKED

GATE

WILSON ST.

NOTE: APPROPRIATE I.D. IS REQUIRED

(LOAD LIMIT-6 TONS)

C O

M M

O N

W

EA

LT

H

E D

IS

O

N P

O W

ER

L

IN

ES

BATAVIA RD.

ENTRANCE

TO HWY 59

EL

G

IN

J

O

LI

ET

E

AS

TE

R

N R

.R

WILSON ST 6 AM TO 6

PM

PINE ST 6 AM TO 8

PM

BATAVIA RD 6 AM TO 8

PM

KAUTZ RD CLOSED

NOTE: APPROPRIATE

I.D. IS REQUIRED TO

ENTER THIS GATE

VICINITY PLAN

NOT TO SCALE

PROJECT AREA

AREA OF WORK

DAYCARE CENTER CRAWL SPACE SUPPORTSDAYCARE CENTER CRAWL SPACE SUPPORTS

Project No. 10-2-153Project No. 10-2-153

PROJECT AREA

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

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DAYCARE CENTER CRAWL

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COVER SHEET G-1

10-2-153

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Sheet List

Sheet Number Sheet Name

G-1 COVER SHEET

G-2 GENERAL NOTES

S-1 EXISTING CONDITION PLAN

S-2 PHOTOS OF EXIST. CONDITIONS

S-3 PHOTOS OF EXIST. CONDITIONS

S-4 NEW PLAN

REVISIONS

REV. DESCRIPTION DATE

FOR BID 4/3/2024

4/3/2024

1.

2.

A.

3.

4.

5.

6.

7.

1.

A.

B.

1.

2.

3.

1.

A.

B.

2.

3.

4.

1.

2.

3.

4.

A.

B.

5.

6.

A.

1.

2.

3.

4.

GENERAL:

THE WORK CONSISTS OF REMOVAL AND REPLACEMENT OF CRAWL SPACE JACK-POSTS, DEMOLITION OF EXISTING CONCRETE FOOTINGS, AND INSTALLATION OF NEW UNREINFORCED CONCRETE FOOTINGS AS REQUIRED ON THE

DRAWINGS.

THE SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK. IF CONDITIONS VARY FROM THOSE INDICATED ON THE DRAWINGS THE FERMILAB CONSTRUCTION COORDINATOR SHALL

BE NOTIFIED.

DIFFERENT HEIGHT JACK-POSTS MAY BE REQUIRED DEPENDING ON CRAWL SPACE HEIGHT CLEARANCES AND JACK-POST ADJUSTABILITY RANGES. SUBCONTRACTOR TO MEASURE HEIGHTS AND CONFIRM ADJUSTABILITY PRIOR

TO PURCHASING JACK-POSTS.

SCALE FOR THE DRAWINGS IS FOR GENERAL INFORMATION ONLY. LOCATIONS AND DIMENSIONS SHALL BE TAKEN AS SHOWN AND NOT SCALED.

THE SUBCONTRACTOR SHALL COORDINATE HIS WORK AND COOPERATE WITH OTHER SUBCONTRACTORS OR OTHER FERMILAB EMPLOYEES ON ADJACENT OR CONCURRENT WORK.

THE SUBCONTRACTOR SHALL COORDINATE HIS WORK WITH THE DAYCARE STAFF WHICH MAY REQUIRE PHASING OF WORK/AREAS.

THE SUBCONTRACT SHALL BE RESPONSIBLE FOR PROPER ALIGNMENT (VERTICAL AND HORIZONTAL) AT ALL INTERFACES BETWEEN NEW AND EXISTING.

ALL CONSTRUCTION MEANS AND METHODS AS WELL AS SAFETY ARE THE RESPONSIBILITY OF THE SUBCONTRACTOR.

SHORING:

INSTALL SHORING TO SUPPORT THE GROUND FLOOR. SHORING SHALL CONSIDER PROVIDING A LEVEL GRADE/DISTRIBUTION OF LOAD FOR SHORING SUPPORT. THE FOLLOWING MINIMUM GRAVITY LOADS SHALL BE USED FOR THE

DESIGN OF THE SHORING:

FLOOR LIVE LOADS: 40 PSF

FLOOR DEAD LOADS (SELF-WEIGHT OF FLOOR): 10 PSF

DEMOLITION:

SHORING SHALL BE IN PLACE PRIOR TO START OF DEMOLITION.

ALL DEMOLISHED MATERIALS SHALL BE DISPOSED OF OFF THE FERMILAB SITE BY THE SUBCONTRACTOR. PRIOR TO REMOVAL, THE SUBCONTRACTOR SHALL GIVE THE FERMILAB CONSTRUCTION COORDINATOR 24 HOURS NOTICE TO

CONDUCT A RADIATION SURVEY OF THE MATERIAL.

ALL SAWCUTTING OF CONCRETE OR DEMOLITION SHALL BE ACCOMPLISHED USING A “WET” METHOD TO MINIMIZE DUST. ALL CONCRETE SLURRY CREATED BY THE SAWCUTTING PROCESS SHALL BE IMMEDIATELY VACUUMED AND

DISPOSED OF IN ACCORDANCE WITH THE FERMILAB CONTRACT TERMS AND CONDITIONS.

SUBMIT A WRITTEN SILICA EXPOSURE CONTROL PLAN, REFER TO ES&H SPECIFICATIONS 013100.

CAST-IN-PLACE CONCRETE:

WORK SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE.

ACI 301, “SPECIFICATIONS FOR STRUCTURAL CONCRETE”

ACI 117, “SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND COMMENTARY”

MIXING AND PLACEMENT OF CONCRETE SHALL CONFORM TO THE LATEST ACI 304 GUIDE FOR MEASURING, MIXING AND PLACING CONCRETE, ACI 305R HOT WEATHER CONCRETING, AND ACI 306R COLD WEATHER CONCRETING.

CONCRETE DETAILS SHALL BE IN ACCORDANCE WITH THE ACI 315 DETAILING MANUAL.

CONCRETE: CONCRETE MIX DESIGN SHALL BE SUBMITTED PRIOR TO CONSTRUCTION. READY MIX OR BAGGED CONCRETE IS ACCEPTABLE.

MATERIALS:

CEMENT (U.N.O.): NORMAL PORTLAND CEMENT, ASTM C150, TYPE I OR III.

AGGREGATE: DURABLE, WELL-GRADED MINERALS CONFORMING TO ASTM C33.

WATER SHALL BE CLEAN, POTABLE AND FREE FROM DELETERIOUS MATERIALS.

ADMIXTURES: CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES AND THAT WILL NOT CONTRIBUTE WATER-SOLUBLE CHLORIDE IONS EXCEEDING THOSE PERMITTED IN HARDENED CONCRETE. DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE. ADMIXTURES SHALL CONFORM TO THE FOLLOWING:

WATER REDUCING AND/OR RETARDING ADMIXTURE: ASTM C494.

PLASTICIZING AND RETARDING ADMIXTURE: ASTM C1017.

CONCRETE: NORMAL WEIGHT CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI.

JACK-POSTS: STEEL JACK-POSTS SHALL BE ADJUSTABLE WITH GALVANIZED END PLATES. MINIMUM COMPRESSIVE CAPACITY OF 10,000 LBS.

SUBMIT JACK-POST PRODUCT PRIOR TO CONSTRUCTION.

INSTALLATION:

CURE CONCRETE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 308.1, “STANDARD SPECIFICATIONS FOR CURING CONCRETE.”

SET CONCRETE FOOTING ELEVATION HEIGHT AS NEEDED AND INSTALL JACK-POSTS TIGHT TO THE UNDERSIDE OF FLOOR BEAMS. WHERE APPLICABLE, IT IS PERMISSIBLE TO INSTALL NEW CONCRETE FOOTINGS OVER THE TOP OF

THE EXISTING IN LIEU OF REMOVING/DEMOLITION OF EXISTING.

NEW JACK-POSTS TO BE CENTERED ON CONCRETE FOOTINGS AND INSTALLED PER MANUFACTURER’S INSTRUCTIONS. DO NOT LIFT THE FLOOR BEAMS.

NEW CONCRETE FOOTINGS TO CURE MINIMUM 7 DAYS PRIOR TO LOADING UNLESS CONCRETE COMPRESSIVE STRENGTH TESTING IS PERFORMED, AND CONCRETE IS AT MINIMUM 75% OF DESIGN COMPRESSIVE STRENGTH.

SCALE:

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SHEET NO.

DESIGNED

DRAWN

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PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

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GENERAL NOTES G-2

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141REVISIONS

REV. DESCRIPTION DATE

FOR BID 4/3/2024

42' - 0" 8' - 0" 42' - 0"

38' - 0"

26' - 0"

7' - 3"

26' - 0"

7' - 3"

42' - 0

26' - 0"

26' - 0"

26' - 0"

41' - 0"

24' - 8"

24' - 8"

6' - 5"

7' - 0"

11' - 3"

ROTTED WOOD POST

ROTTED WOOD

POST

ABANDONED/FAILED

ABANDONED/FAILED

ABANDONED/FAILED

ABANDONED/FAILED8' - 4" 8' - 0" 8' - 0" 8' - 0"

CONC. PIERS, TYP.

OPENING

8' - 0" 8' - 0" 8' - 0"8' - 4"

REPLACED

NEW 9/15/23

8' - 4

8' - 0

8' - 0

8' - 0

8' - 4

REPLACED

9/15/23

HATCH ACCESS

9' - 3"

6' - 0"

6' - 0"

8' - 8"

9' - 9"

COMBINATION OF OLD AND

"NEWER" STEEL JACK POSTS

ON 4'X4' CONC. FOUNDATION,

TYP.

(3) 2X8 GIRDER POCKETED INTO WALL @ BOTH ENDS

2X8 @ 12" O.C. JOISTS

JACK POSTS ON CONC. FOOTING, TYP.

9 NEW POSTS INSTALLED

9/8/23 ALONG

FOUNDATION WALL

2X8 @ 16" O.C.

JOISTS

(3)2X8

2X8 @12" O.C.

(3)2X8

JACK POSTS ON STEEL

PLATES AND CONC.

FOOTING

CONC. PIERS, TYP.

2X8 @ 12" O.C.

(2)2X10 2X10 @ 12" O.C.

JACK POSTS ON CONC. 18X18 PANELS, TYP.

WOOD POST

WOOD POST

3' - 0" 5' - 2" 4' - 5"

7' - 4" 7' - 7"

6' - 2" 7' - 8"

5' - 4"

2X10 @ 12" O.C.

(5)2X8

11' - 0"

ABANDONED

ABANDONED

ABANDONED

ABANDONED

5 1/2"X7 1/2" GIRDER

JACK POST ON STEEL PLATE

GIRDER

POCKETED INTO

WALL

WOOD POST

(3) 2X8 GIRDER

POCKETED INTO

WALL @ BOTH ENDS

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

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EXISTING CONDITION PLAN S-1

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1 EXISTING FOUNDATION PLAN

REVISIONS

REV. DESCRIPTION DATE

PROJECT

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3A

3B4A

4B

5A

5B

AD-22

AD-2

AD-2

AD-2

AD-2

AD-2

AD-2

AD-2

AD-3

AD-3

AD-3

AD-3

AD-3

AD-3

AD-3

AD-3

SCALE:

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PROJECT NAME.

SHEET NAME:

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PHOTOS OF EXIST. CONDITIONS S-2

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PHOTOGRAPH - EXISTING CONDITIONS

AREA 1

AD-2

PHOTOGRAPH - EXISTING CONDITIONS

AREA 1

AD-2

PHOTOGRAPH - EXISTING CONDITIONS

AREA 2

AD-2

PHOTOGRAPH - EXISTING CONDITIONS

AREA 2

AD-2

PHOTOGRAPH - EXISTING CONDITIONS

AREA 2

AD-2

PHOTOGRAPH - EXISTING CONDITIONS

AREA 3

AD-2

PHOTOGRAPH - EXISTING CONDITIONS

AREA 3

AD-2

PHOTOGRAPH - EXISTING CONDITIONS

AREA 3

AD-2

PHOTO KEY PLAN

REVISIONS

REV. DESCRIPTION DATE

PROJECT

NORTH

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FOR BID 4/3/2024

3A

3B4A

4B

5A

5B

AD-22

AD-2

AD-2

AD-2

AD-2

AD-2

AD-2

AD-2

AD-3

AD-3

AD-3

AD-3

AD-3

AD-3

AD-3

AD-3

SCALE:

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PROJECT NAME.

SHEET NAME:

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PHOTOS OF EXIST. CONDITIONS S-3

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AREA 4

AD-2

PHOTOGRAPH - EXISTING CONDITIONS

AREA 4

AD-2

PHOTOGRAPH - EXISTING CONDITIONS

AREA 5

AD-2

PHOTOGRAPH - EXISTING CONDITIONS

AREA 5

AD-2

PHOTOGRAPH - EXISTING CONDITIONS

AREA 5

AD-2

PHOTOGRAPH - EXISTING CONDITIONS

AREA 6

AD-2

PHOTOGRAPH - EXISTING CONDITIONS

AREA 6

AD-2

PHOTOGRAPH - EXISTING CONDITIONS

AREA 4

AD-2

REVISIONS

REV. DESCRIPTION DATE

PROJECT

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FOR BID 4/3/2024

3A

3B4A

4B

5A

5B

EXISTING FOOTINGS TO REMAIN

4 NEW POSTS,

MATCH EXISTING

SPACING.

6 NEW POSTS AND 4

FOOTINGS. MATCH

EXISTING SPACING.

END POSTS TO BEAR

ON WALL FOOTING

END POST TO BEAR

ON WALL FOOTING

2 NEW POSTS

NEW FOOTING

9 POSTS TO REMAIN

4 NEW POSTS AND

FOOTINGS SPACED

AT MAX 8" O.C.

NEW FOOTING,

REUSE EXISTING

POST

3 NEW POSTS AND

4 FOOTINGS

SPACED AT MAX 8'

O.C.

2 NEW POSTS,

MATCH EXISTING

LOCATIONS

2 NEW POSTS,

MATCH EXISTING

LOCATIONS

4 NEW POSTS

4 NEW POSTS AND

4 FOOTINGS

SPACED AT MAX 8'

O.C.

COORDINATE

LOCATION WITH

EXISTING

DUCTWORK

10 NEW POSTS AND

FOOTINGS SPACED AT MAX

8'-6" O.C.

NEW FOOTING,

REUSE EXISTING

POST

9 NEW POSTS AND 7

FOOTINGS SPACED AT

MAX 7'-6" O.C.

REPLACE WOOD POSTS AT EACH END

WITH NEW STEEL POSTS. END POSTS TO

BEAR ON WALL FOOTING.

NEW FOOTING, REUSE

EXISTING POST

4 NEW POSTS AND 5

FOOTINGS SPACED AT

MAX 8' O.C.

4 NEW POSTS

6 NEW POSTS AND

FOOTINGS SPACED AT

MAX 8' O.C.

4 NEW POSTS AND

FOOTINGS SPACED AT

MAX 8' O.C.

SCALE:

PROJECT NO.

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DESIGNED

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PROJECT NAME.

SHEET NAME:

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NEW PLAN S-4

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1/8" = 1'-0"S-4

1 NEW FOUNDATION PLAN

Post and Footing Schedule

Area # Number of Posts to be Replaced

Number of Footings to be Replaced Footing Size

1 10 10 24"x24" by 10" thick 2 9 7 20"x20" by 8" thick

3A 14 10 20"x20" by 8" thick 3B 4 5 20"x20" by 8" thick 4A 12 4 20"x20" by 10" thick 4B 3 4 20"x20" by 10" thick 5A 6 5 20"x20" by 10" thick 5B 0 0 6 10 4 20"x20" by 8" thick

NOTES:

1. SEE GENERAL NOTES FOR SHORING REQUIREMENTS.

2. TOP OF NEW FOOTINGS TO BE A MINIMUM 2" ABOVE SURROUNDING GRADE

3. LOCATE NEW STEEL POSTS TO MATCH EXISTING LOCATIONS AND UNDER GIRDER SPLICE POINTS AS APPLICABLE. NOTIFY FERMILAB IF SPACING EXCEEDS MAXIMUM SHOWN ON DRAWINGS.

REVISIONS

REV. DESCRIPTION DATE

PROJECT

NORTH

ES

W

FOR BID 4/3/2024