36C25018Q0690-003.pdf

A

'-0

'-0

14'-0"

14'-0"

3'-0"

6'-0" 6'-0"

21'-0"

'-0

'-0

6"

1' -6

5'-2"

B

NEW PLAN - PAD ADDITION

SCALE: 1/4" = 1'-0"

EXISTING PAD TO REMAIN

NEW PAD

SEE NOTES 1 & 3

FENCING SEE

NOTES 1 & 83' SWING STYLE GATE

BOLLARDS SEE

NOTE 1 & 8

6" SPACE BETWEEN CONCRETE

PAD AND FENCING ALL AROUND

6' SLIDING STYLE GATE

SEE NOTE 1 & 9

ABANDONNED COPPER TUBE TO BE

DEMO'D BACK OUTSIDE OF EXCAVATION AREA

CONDUIT TO BE DEMO'D BACK

TO OUTSIDE OF EXCAVATION AREA

CURRENT SIGNAL CIRCUITS TO REMAIN

VERIFY WIRING AND LABEL AT BOX INSIDE

BULK OXYGEN SUPPLY STATION

120V 20A CIRCUIT SEE

SEPERATE DRAWING

2' -8

1'-0"

3"CLEAR

2"

C

LE

A R

2"

C

LE

A R

1' -2

3" C

LE

A

R1' -2

3" C

LE

A

R

3"CLEAR

1'-0"

3' -2

M at ch e xi st

MAX

SECTION VIEW A

SCALE: 3/4" = 1'-0"

ALL EXPOSED EDGES SHALL

HAVE A 3/4" CHAMFER

ADDL. #5 CONT.

EARTH

4" COMPACTED CRUSHED

STONE OR GRAVEL

ADDL. #5 CONT.

EXISTING PAD

NEW PAD SHALL BE FLUSH WITH EXISTING

#5 @ 10 E.W.

TOP AND BOTTOM

Concrete

4' -6

5'

-0

#5 REINFORCING RINGS

18" DIAMETER 16" LAP

Grade

1000 POUND

CAPACITY

CONCRETE FOUNDATION

3000 PSI

SLOPE FOR DRAINAGE

6"DIA. X 9' 0"LONG

SCHEDULE 40 STANDARD WT. PIPE

CONCRETE FILL

SLOPE TOP FOR DRAINAGE

6"

6"

2'-0"DIAMETER

DETAIL B - BOLLARD DETAIL

SCALE: 3/4" = 1'-0"

Chillicothe, Ohio

1. FOR SPECIFIC REQUIREMENTS, CONSTRUCTION, AND INSTALLATION NOTES SEE SPECIFICATIONS.

2. CONCRETE SHALL BE AIR ENTRAINED NORMAL WEIGHT CONCRETE WITH MINIMUM ULTIMATE COMPRESSIVE STRENGTH F”C=4000 PSI AT 28 DAYS.REINFORCING BARS SHALL

BE DEFORMED BARS CONFORMING TO ASTM 615 LATEST EDITION GRADE 60.

3. ALL EXPOSED CONCRETE EDGES ABOVE GRADE SHALL HAVE A ¾ INCH CHAMFER.

4. THE MINIMUM CONCRETE COVER PROVIDED FOR REINFORCEMENT IS 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO THE EARTH; AND 1 12 " FOR CONCRETE

EXPOSED TO THE EARTH OR WEATHER AFTER REMOVAL OF FORMS.

5. TOP AND BOTTOM REBARS SHALL BE ALIGNED ON THE SAME PLANE.

6. CONTRACTORS SHALL MARK WHERE REBARS ARE LOCATED.

7. CONCRETE PAD SURFACE SHALL BE LEVEL AND HAVE A LIGHT BROOM FINISH. TO BE CONSIDERED LEVEL, THE PAD SHOULD NOT SLOPE MORE THAN 1

16" PER FOOT. USE A FOUR

FOOT LEVEL TO CHECK THE MEASUREMENT. THE PAD SHOULD BE NO GREATER THAN1

4" OUT OVER THE LENGTH OF THE FOUR FOOT LEVEL.

8. CONCRETE SEALANTS ARE NOT TO BE APPLIED TO PAD.

9. PERMANENT FENCE AND BOLLARDS WILL BE INSTALLED AFTER EQUIPMENT IS INSTALLED AT FINAL PLACES, CONTRACTOR SHALL PROVIDE TEMPORARY FENCING UNTIL

PERMANENT FENCING IS INSTALLED.

10. GATE LOCATIONS ARE SUBJECT TO CHANGE DUE TO PLACEMENT OF EQUIPMENT.

11. CONTRACTOR SHALL COORDINATE SCHEDULE w/VA SUCH THAT THE CONCRETE SLAB OBTAINS A MINIMUM OF 2 WEEKS CURE TIME BEFORE NEW EQUIPMENT IS INSTALLED BY

OTHERS.

12. POST INSTALLED EQUIPMENT ANCHOR BOLTS ARE INSTALLED BY EQUIPMENT SUPPLIER.

SITE PLAN

NOT TO SCALE

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AutoCAD SHX Text N78°34'44"E 2089.20'

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PAD EXPANSION AREA.

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text one-eighth inch = one foot

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AutoCAD SHX Text three-eighths inch = one foot

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AutoCAD SHX Text one-half inch = one foot

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AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text three quarters inch = one foot

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Director, Medical Center

AutoCAD SHX Text Approved: Chief, Engineering Service

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DRAWING NO.

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AutoCAD SHX Text 5-05

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JAS

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PROPOSED BULK OXYGEN STORAGE PAD EXPANSION

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538-18-501 BULK OXYGEN SUPPLY STATION UPGRADE

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APRIL 2018

AutoCAD SHX Text 538-18-501

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