W912QR24R0026_Plans-0004.pdf

PDF 10 MB Posted Jun 21, 2024

Attached to: Ft. Knox Child Development Center (CDC)
Solicitation number: W912QR24R0026
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Jun 21, 2024

This document appears to be construction plans associated with Solicitation Number W912QR24R0026 for the construction of a Child Development Center (CDC) at Fort Knox, Kentucky. The U.S. Army Corps of Engineers (USACE) Louisville District is the issuing agency for this single phase source selection solicitation. The requirement is to demolish an existing pre-school and construct a standard design CDC to accommodate 338 pre-school children. The solicitation does not provide any information on response dates, award dates, pricing terms, set-asides, or incumbent contractors. This document appears to be technical plans and drawings rather than the full solicitation package.

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Other files

File	Type	Posted
W912QR24R0026_Specs-0004.pdf	PDF	Jun 21, 2024
W912QR24R0026-0003.pdf	PDF	Jun 14, 2024
FTK CDC Prebid Site Visit 2 Roster.pdf	PDF	Jun 4, 2024
W912QR24R0026-0002.pdf	PDF	Jun 4, 2024
FTK CDC Pre-bid Site Visit Roster.pdf	PDF	May 30, 2024
W912QR24R0026-0001.pdf	PDF	May 28, 2024
W912QR24R0026_Plans_Vol1-0000.pdf	PDF	May 16, 2024
W912QR24R0026_Plans_Vol2-0000.pdf	PDF	May 16, 2024
W912QR24R0026_Specs_Vol3-0000.pdf	PDF	May 16, 2024
W912QR24R0026_Specs_Vol2-0000.pdf	PDF	May 16, 2024
W912QR24R0026_Specs_Vol1-0000.pdf	PDF	May 16, 2024
W912QR24R0026_Specs_Vol4-0000.pdf	PDF	May 16, 2024

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2 3 4

N p

I/ I r I' L -'cJ

5 6

M 101 Ji::]_

MECH �

50 SM

558 SF

7 8

BUILDING 4551 - FIRST FLOOR

AD MIN/WORK

18 SM

194 SF

CONFERENCE

37 SM

398 SF

ADM IN/WORK

13 SM

140 SF

ADM IN/WORK

13 SM

140 SF

OFFICE

34SM

365 SF

M101A

MECH

6SM

60 SF

C102

HALL

13 SM

135 SF

M101

MECH

6SM

65 SF

OFFICE

20 SM

218 SF

J101

JANITOR

3 SM

30 SF

U::,,::L.JC__ll_L....U_Jk� ADMIN/WORK

T101

TOILET

9 SM

98 SF

INFO CENTER

123 SM

1321 SF

41SM

440 SF

BUILDING 455 3 - FIRST FLOOR

9 10 11 12 13 14 15 16 17 18 19

1. ALL METAL AND WIRING SHALL BE RECYCLED AT THE BASE RECYCLING CENTER. THE RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR USE TO REDUCE WASTE DISPOSAL. ALL RECYCLABLE METAL IS TO BE RECYCLED THROUGH THE BASE RECYCLING CENTER. CONTACT THE FORT KNOX RECYCLING PROGRAM MANAGER TO CONFIRM WHAT MATERIALS ARE RECYCLABLE AND TO COORDINATE TURN-IN. THE CONTRACTOR SHALL SUBMIT A QUARTERLY SUMMARY REPORT TO THE GOVERNMENT CONTRACT REPRESENTATIVE IAW STATING (1) THE COST TO RECYCLE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS RECYCLED, (2) THE COST TO DIVERT/REUSE THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS DIVERTED/REUSE, (3) THE COST TO MULCH AND THE TONNAGE AND COST OF CONSTRUCTION AND DEMOLITION MATERIALS MULCHED, (4) THE COST FOR WASTE-TOENERGY AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS CONVERTED FROM WASTETO- ENERGY, (5) THE COST TO LANDFILL AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS LAND-FILLED, (6) THE COST TO INCINERATE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS INCINERATED, AND (7) EXPLANATION OF THE DIVERSION RATE IF LESS THAN 60%. THE QUARTERLY SUMMARY REPORTS SHALL BE RECEIVED ON APRIL 7, JULY 7, OCTOBER 7, AND JANUARY 7 COVERING THE THREE MONTHS PRIOR. THE QUARTERLY SUMMARY REPORTS SHALL BE ON THE WPAFB DIVERSION FORM. FOR ADDITIONAL

INFORMATION CONTACT THE RECYCLING PM.

2. ALL HAZARDOUS MATERIALS MUST BE PROPERLY MANAGED, LABELED AND STORED. ANY HAZARDOUS WASTE GENERATED FROM THIS CONSTRUCTION ACTIVITY MUST BE PROPERLY CHARACTERIZED, LABELED AND MANAGED BY TRAINED EMPLOYEE OF THE CONTRACTOR WITH KNOWLEDGE OF THE ACTIVITY / PROCESS WHERE THE WASTE WAS GENERATED. ALL HAZARDOUS WASTE WILL BE TURNED OVER TO THE GOVT

FOR DISPOSAL. IN ADDITION PROPER COORDINATION IS NEEDED WITH

Brian B Faber Hazardous waste/Solid waste Program Manager Environmental Management Division Directorate of Public Works USAG Fort Knox,KY Desk: 624-3692 brian.b.faber.civ@army.mil

A: THE FOLLOWING HAZARDOUS MATERIALS WERE REPORTED TO BE PRESENT WITHIN THE RENOVATION AREA:

• FLUORESCENT LAMPS (164 EACH)

• MOLD - MOLD IS PRESENT THROUGHOUT THE BUILDING, THEREFORE CONTRACTORS WILL NEED TO PROTECT THEIR WORKERS IN ACCORDANCE WITH

APPROPRIATE WORKER PROTECTION STANDARDS WHEN DISTURBING MOLD.

• NON-PCB BALLAST (41 EACH)

• LEAD BASED PAINT

• AIR CONTINTIONING UNIT

• ELECTRICAL TRANSFORMER

3. THESE MATERIALS WILL NEED REMEDIATION IN ACCORDANCE WITH UFGS 02 83 00 LEAD REMEDIATION AND UFGS 02 84 16 HANDLING OF LIGHTING

BALLASTS AND LAMPS CONTAINING PCBS AND MERCURY

THE TRANSFORMER LOCATED ON THE EXTERIOR OF STRUCTURE 4551 IS THE RESPONSIBILITY OF THE ELECTRIC CONTRACTOR AT FORT KNOX (NOLIN RECC). NOLIN REPRESENTATIVE RUSS STANGER (GF), FK-OPS NOLIN RECC WILL NEED TO BE CONTACTED AT 270-668-5642 FOR ITS REMOVAL.

ADDITIONALLY, THE CONTRACTOR WILL NEED TO COORDINATE THE INSTILLATION OF THE NEW TRANSFORMER WITH NOLIN AS WELL SINCE THEY

SERVICE AND SUPPLY THE EQUIPMENT ON INSTALLATION

[!J Electrical Transformer

$ Air Conditioning Unit [Total: 1]

LBP on Exterior Wood Trim and Door Frame [21 o SF]

Building 4551, 4553, First Floor 0 5 10 15 20

Feet

US Army Corps of Engineers ® d z d z

0 zw >-� ll 0 c2 w ll >-::0 :::; z (/) 0 0 !!? (/) ll c:c >- ··:::JC:COw�m0w _J z wZIZO::: :::s::: Q�:,:;ou r/) _J <( � wW 0:: I

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ii':ll (/) w0 cc ::J Cf) _J z

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SHEET 22 OF 439

N z D..

ii':ll (/)w0

R E

E D

C C

O R

D A

N C

E W

A M

D T

2Q R

_P la ns -0

ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

STST

SSSS

SSSSSSSSSSSSSS

E E

E E E

E E

W W

W W W

W W W W

W W W W W

G G G G G

G G

COMM

C O

M M

C O

M M

COMMCOMM

COMM

COM

COMM

COM

PROPOSED BUILDING FOOTPRINT

SHOWN FOR REFERENCE

W C

FAYETTE AVE

CP#1

CP#30

CP#31

DIXIE HWY

0 692 694

696 698

700 702 704

705703

689 697

703 705

702700

696695

702 701 700

698 697696

694 692691

704703702

69969869

689690691

68768

5 68

867767

XXXXX

O H

SSSS

W W

SS SS

BH-11

BH-13

BH-17

BH-19

BH-20

BH-16

BH-15

O H

SS SS

CBCB

B B

CP#31

CBCB

15" RCP

O.E. : NOT

LOCATED

DBI-4

COMM

COMMCOMMCOMM

COMM

COM

COMM

C O

M M

C O

M M

C O

M M

E E

W W

COMM

BH-12

BH-03

BH-04

BH-05

BH-06

BH-07

BH-14

BH-18

CP#1

CP#30

DBI-3

BH-09

BH-10

BH-09

BH-10

W W

B B

SSSS

DBI-1

DBI-2

BH-08

DBI-1

DBI-2

BH-08

DBI-1

DBI-2

LOC

LOCLOCLOCLOC

LOC

CLO

LOC

LOC LOC

LOC

BH-01

BH-02

703704

705706 707708709

3 68

8 68

691 692

695 69

6 69

9 70

0 70 1 70

2 703

6687 68

691 692

3 69

6 69 7 69

9 70

4 70

5 70

707706705704703 70

706 70 7 70

8 709

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

. B O

E, K

O X

C H

T C

O J

N O

. 9

S U

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

SHEET OF 439

VF100

N G

C O

N D

N S

A1 OVERALL EXISTING CONDITIONS PLAN

SCALE 1" = 100'

SHEET NOTES

VF101 VF102

VF103 VF104

VF105 VF106

SCALE IN FEET

100' 200'

KEYPLAN

GRAPHIC SCALE(S)

PLAN

NORTH

1. SEE EXISTING CONDITIONS AND SURVEY NOTES ON GC003.

2. DIMENSIONS ARE IN SURVEY FEET UNLESS OTHERWISE

NOTED.

3. EXISTING CONDITIONS SHOWN ARE COMPILED FROM GIS

DATA AND SURVEY THAT WAS PERFORMED BY AMERICAN

ENGINEERS, INC. IN NOVEMBER, 2022.

4. SEE SHEETS B-001 TO B-004 FOR BORING LOGS.

CONTROL POINT TABLE

POINT # NORTHING EASTING ELEVATION POINT

DESC.

1 3849523.886 4856715.438 707.28 CP/IPCS

30 3849450.515 4856779.342 708.00 PKS

31 3849457.758 4856616.439 705.87 PKS

DROP BOX INLET

DBI-1

RIM ELEV. INVERT ELEV.

708.08' 703.88'

DBI-2 708.17' 705.46'

DB-3 713.94' 712.65'

DRAINAGE STRUCTURE TABLE

VF105 VF106

VF103

VF101 VF102

VF104

SANITARY MH

SM-1

RIM ELEV. F.L. ELEVATION

708.61' 700.91'

SM-2 708.01' 698.95' (E) 699.56' (S)

SM-3 707.53' 700.09'

SM-4 708.35' UNABLE TO OPEN

SM-5 706.13' 699.48'

SM-6 702.33' 698.92'

SM-7 701.19'

SM-8 700.86' 695.05'

SM-9 692.13' 686.27'

SM-10 698.10' 694.92'

SM-11 685.89' 680.23'

SM-12 687.22' 679.20'

SM-13 674.71' 670.26'

SM-14 672.41' 668.21' (N) 668.71' (E)

SM-15 701.00' 680.35'

SM-16 700.45' 677.40'

SM-17 693.82' 679.13'

SM-18 692.90' 672.81'

SM-19 693.32 678.34'

SM-20 697.28' 694.60'

SM-21 698.79' 695.64'

SANITARY SEWER STRUCTURE TABLE

UNABLE TO OPEN

DB-4 703.83' 700.65'

Mauricio Paredes 2024.06.17 17:48:29-04'00'

R E

E D

C C

O R

D A

N C

E W

A M

D T

2Q R

_P la ns -0

G G G G G G G G G G G G

COMM

COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM

PROPOSED BUILDING FOOTPRINT

SHOWN FOR REFERENCE

701 700

692 691

XXXXXXXXXXXXXXXXXXX

SSSSSSSSSSSSSSSSSSSSSS

W W

BH-13

SS SS SS SS SS SS SS SS SS SS SS

CP#31

SM-16

SM-15

COMM

COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM

COMM

36" OAK

25" OAK

40" OAK

38" OAK

36" OAK

29" OAK

28" DEAD TREE

42" OAK

44" POPLAR

24" CEDAR

18" CEDAR

20" CEDAR

14" BRADFORD

PEAR

40" OAK

W8" PVC

8" PVC

BH-03

F.F.E.:708.54'

LADDER

1" CONDUIT

DROP

F.F.E.:708.50'

1" CONDUIT

DROP

DIXIE HWY

25" DEAD TREE

LOC

LOCLOC

LOC

LOCLOCLOCLOCLOCLOCLOCLOC

LOC

BH-01

BH-02

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

. B O

E, K

O X

C H

T C

O J

N O

. 9

S U

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

SHEET OF 439

VF102

G C

O N

MATCHLINE A1/VF104

M A

E A

A1 EXISTING CONDITIONS PLAN - 2

SCALE 1" = 20'

SHEET NOTES

KEYPLAN

GRAPHIC SCALE(S)

PLAN

NORTH

SCALE IN FEET

20'10' 40'

VF105 VF106

VF103 VF104

VF101 VF102

1. SEE NOTES AND TABLES ON VF100.

1 1

Mauricio Paredes 2024.06.17 17:31:22-04'00'

R E

E D

C C

O R

D A

N C

E W

A M

D T

2Q R

_P la ns -0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

. B O

E, K

O X

C H

T C

O J

N O

. 9

S U

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

SHEET OF 439

B004

L O

G S

- 4

1. BORING LOGS ARE BASED ON THE GEOTECHNICAL

EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT

PERFORMED BY AMERICANS ENGINEERS, INC. IN

NOVEMBER 2022.

2. SEE SHEETS VF-100 TO VF-106 FOR BORING LOCATIONS.

SHEET NOTES

Mauricio Paredes 2024.06.17 17:34:02-04'00'

R E

E D

C C

O R

D A

N C

E W

A M

D T

2Q R

_P la ns -0

TANK

DISPLAY

CONCRETE

FLUME

W C

AFFEE AVE

CONCRETE

FLUME

LOC

X X

X X X X X X X X

FORT KNOX CDC

FFE: 709.5'

X X

O P

S S

D D

R7-8 & R7-8A

R1-1

12BEGIN

712END

R7-1

WITH KNOX

BOX

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

. B O

E, K

O X

C H

T C

O J

N O

. 9

S U

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

SHEET OF 439

CS103

R G

MATCHLINE A1/CS105

M A

E A

1/ C

MATCHLINE A1/CS101

A1 ENLARGED SITE PLAN - 3

SCALE 1" = 20'

SHEET NOTES

KEYPLAN

GRAPHIC SCALE(S)

PLAN

NORTH

CS105 CS106

CS103 CS104

CS101 CS102

SCALE IN FEET

20'10' 40'

1. SEE SHEET CS100 FOR GENERAL SITE NOTES.

VINYL-COATED CHAIN LINK FENCE, SEE

LANDSCAPE PLANS

VINYL-COATED DOUBLE SWING GATE, SEE

LANDSCAPE PLANS

VINYL-COATED PEDESTRIAN GATE, SEE

LANDSCAPE PLANS

PLAYGROUND AREA, SEE LANDSCAPE

PLANS

STANDARD PARKING SPACE

ACCESSIBLE PARKING SPACE

ACCESSIBLE RAMP

CONCRETE CURB AND GUTTER

STEEL DOUBLE SWING GATE

STORMWATER DETENTION BASIN, SEE

SHEET CG103 AND CG105

PAVED DITCH

ACCESSIBLE RAMP HANDRAIL

TYPICAL SIGN INSTALLATION

KEYNOTES

LEGEND

CS504

CS503

J13

CS506

G12

CS505

HEAVY - DUTY

ASPHALT PAVEMENT

CONCRETE SIDEWALK CS503

CS501

LIGHT - DUTY

ASPHALT PAVEMENT CS501

K14

CS503

A14

CG505

Mauricio Paredes 2024.06.17 17:38:28-04'00'

R E

E D

C C

O R

D A

N C

E W

A M

D T

2Q R

_P la ns -0

7' CHAIN LINK FENCE

WITH BARBED WIRE

LOC LOC LOC LOC LOC

LOC

X X

FORT KNOX CDC

FFE: 709.5'

XXXX

X X

X X X

X X

STO

COCO

DDD

COCO

TYP. 4

TYP. 6

R7-1

R1-1

6 6

12 13

15 15

R7-8 & R7-8A

8 TYP. 4 22

WITH KNOX

BOX

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

. B O

E, K

O X

C H

T C

O J

N O

. 9

S U

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

SHEET OF 439

CS104

R G

MATCHLINE A1/CS102

M A

E A

1/ C

MATCHLINE A1/CS106

A1 ENLARGED SITE PLAN - 4

SCALE 1" = 20'

SHEET NOTES

KEYPLAN

GRAPHIC SCALE(S)

PLAN

NORTH

CS105 CS106

CS103 CS104

CS101 CS102

SCALE IN FEET

20'10' 40'

1. SEE SHEET CS100 FOR GENERAL SITE NOTES.

VINYL-COATED CHAIN LINK FENCE, SEE

LANDSCAPE PLANS

VINYL-COATED PEDESTRIAN GATE, SEE

LANDSCAPE PLANS

PLAYGROUND AREA, SEE LANDSCAPE

PLANS

STANDARD PARKING SPACE

ACCESSIBLE PARKING SPACE

ACCESSIBLE RAMP

DUMPSTER ENCLOSURE

BOLLARD

EQUIPMENT PADS, SEE ELECTRICAL, FOOD

SERVICES, AND STRUCTURAL PLANS

CROSSWALK

CONCRETE CURB AND GUTTER

SCREENING WALL, SEE ARCHITECTURAL

PLANS

STEEL DOUBLE SWING GATE

STORMWATER DETENTION BASIN, SEE

SHEET CG104

TYPICAL TRAFFIC SIGN INSTALLATION

STOP BAR

VINYL-COATED DOUBLE SWING GATE, SEE

LANDSCAPE PLANS

KEYNOTES

CS504

CS503

CS506

CS503

CS504

F14

CS503

J13

CS506

G12

CS504

CS505

CONCRETE PAVEMENT

HEAVY - DUTY

ASPHALT PAVEMENT

CONCRETE SIDEWALK

LEGEND

CS501

CS503

CS501

LIGHT - DUTY

ASPHALT PAVEMENT CS501

K14

Mauricio Paredes 2024.06.17 17:39:45-04'00'

R E

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A M

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_P la ns -0

1. SEE PLANS FOR UNDER DRAIN LOCATION, ONLY PLACE UNDER

DRAIN WHERE SHOWN IN PLAN VIEW.

NOTES:

1.2 5T

5' MIN OR TO NEAREST JOINT

CONTRACTION JOINT

SEALANT, SEE DETAIL A8,

THIS SHEET

F8 DOWELED CONTRACTION JOINT

NTSF2 THICKENED EDGE JOINT AT STRUCTURE

NTS

K8 HEAVY-DUTY ASPHALT PAVEMENT

NTSK2 CONCRETE PAVEMENT

NTS

F14 DOWELED CONSTRUCTION JOINT

NTS

7" PORTLAND CEMENT CONCRETE

4" DRAINAGE LAYER

6" COMPACTED SUBGRADE

(COMPACTED TO 95% OF

MODIFIED PROCTOR VALUE)

EXISTING SUBGRADE, SCARIFY AND

PROOF ROLL IN CUT SECTIONS.

COMPACT FULL DEPTH OF FILL TO

90% IN FILL SECTIONS.

GEOTEXTILE FABRIC

2" BITUMINOUS BASE COURSE

7" GRADED CRUSHED AGGREGATE

BASE COURSE (GCA)

PRIME COAT

4" DRAINAGE LAYER

GEOTEXTILE FABRIC

EXISTING SUBGRADE, SCARIFY AND

PROOF ROLL IN CUT SECTIONS.

COMPACT FULL DEPTH OF FILL TO

90% IN FILL SECTIONS.

FOUNDATION

OR STRUCTURE

NON-EXTRUDING PREFORMED

COMPRESSIBLE MATERIAL

EXPANSION JOINT SEALANT, SEE

DETAIL A2, THIS SHEET

DOWEL BAR ASSEMBLY

SOLID DOWEL BAR

SEE TABLE 1, DETAIL K15/ CS502 FOR

DOWEL SIZE AND SPACING

PAINT AND LIGHTLY OIL ONE END OF DOWEL.

9" COMPACTED SUBGRADE

(COMPACTED TO 95% OF

MODIFIED PROCTOR VALUE)

SEE

NOTES

1, AND

PREFORMED

COMPRESSION

SEAL

PAVEMENT

SURFACE

INSTALL WITH ONE

COMPONENT

ELASTOMERIC JOINT

SEAL LUBRICANT

CONFORMING TO SPEC

SECTION 32 13 73.00 06

E C

O N

U C

B Y

1/8"

T/ 4+

1/ 2"1-

1/ 2"

3/1 6"

±1 /16

SEE

NOTES

1, AND

PREFORMED

COMPRESSION

SEAL

PAVEMENT

SURFACE INSTALL WITH ONE

COMPONENT

ELASTOMERIC JOINT

SEAL LUBRICANT

CONFORMING TO SPEC

SECTION 32 13 73.00 06

1- 1/

2" M

1/ 8"

±1 /1

R O

U N

PREFORMED

COMPRESSION

SEAL

REMOVE ANY

EXCESS

LUBRICANT FROM

PAVEMENT

SURFACE

INSTALL WITH ONE

COMPONENT

ELASTOMERIC JOINT

SEAL LUBRICANT

CONFORMING TO

SPECIFICATIONS

SECTION 32 13 73.00 06

NON-EXTRUDING

PREFORMED

COMPRESSIBLE

MATERIAL

1/4" BEVEL BY

SAWCUT (TYP)

1/4" BEVEL BY

SAWCUT (TYP)1/4" BEVEL BY

SAWCUT (TYP)

A14 CONSTRUCTION JOINT

NTSA8 CONTRACTION JOINT

NTSA2 EXPANSION JOINT

NTS

NOTES:

1. SEE SPECIFICATIONS

FOR W.

2. SEAL MUST HAVE

UNCOMPRESSED SEAL

HEIGHT OF 1" OR LESS, A

MINIMUM ALLOWABLE

COMPRESSED WIDTH OF

3/8" OR LESS, AND A

MAXIMUM ALLOWABLE

EXPANDED WIDTH OF

7/8".

NOTES:

1. SEE SPECIFICATIONS

FOR W.

2. SEAL MUST HAVE

UNCOMPRESSED SEAL

HEIGHT OF 1" OR LESS, A

MINIMUM ALLOWABLE

COMPRESSED WIDTH OF

3/8" OR LESS, AND A

MAXIMUM ALLOWABLE

EXPANDED WIDTH OF

7/8".

NOTES:

1. SEE

SPECIFICATIONS

FOR W.

2. SEAL MUST HAVE

UNCOMPRESSED

SEAL HEIGHT OF 1"

OR LESS, A

MINIMUM

ALLOWABLE

COMPRESSED

WIDTH OF 3/8" OR

LESS, AND A

MAXIMUM

ALLOWABLE

EXPANDED WIDTH

OF 7/8".

SEE

NOTES

1, AND

L/2

DOWELS MUST BE EPOXYED

INTO DRILLED HOLES HAVING

A DIAMETER OF 1/8'' LARGER

THAN THE DOWEL DIAMETER.

PAINT AND LIGHTLY OIL ONE END OF DOWEL

SOLID DOWEL BAR SEE TABLE 1 OF

DETAIL K15, SHEET CS502 FOR DOWEL

SIZE AND SPACING.

CONSTRUCTION JOINT SEALANT, SEE

DETAIL A14, THIS SHEET

1. SEE PLANS FOR UNDER DRAIN LOCATION, ONLY PLACE UNDER

DRAIN WHERE SHOWN IN PLAN VIEW.

NOTES:

K14 LIGHT-DUTY ASPHALT PAVEMENT

NTS

PRIME COAT

4" DRAINAGE LAYER

GEOTEXTILE FABRIC

EXISTING SUBGRADE, SCARIFY AND

PROOF ROLL IN CUT SECTIONS.

COMPACT FULL DEPTH OF FILL TO

90% IN FILL SECTIONS.

9" COMPACTED SUBGRADE

(COMPACTED TO 95% OF

MODIFIED PROCTOR VALUE)

6" GRADED CRUSHED AGGREGATE

BASE COURSE (GCA)

EMULSIFIED ASPHALT TACK COAT

1.5" BITUMINOUS SURFACE COURSE

2" BITUMINOUS BASE COURSE

EMULSIFIED ASPHALT TACK COAT

1.5" BITUMINOUS SURFACE COURSE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

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U .S

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G G G G G

G G

XXXXX

O H

SSSS

36" HICKORY

38" HICKORY

55" HICKORY

W W

SS SS

8" PVC 8" PVC

8" CLAY

8" C

LAY

8" PVC

8" P

8" PVC

8" P

12" PVC

2-8" PVC

TANK

DISPLAY

CONCRETE

FLUME

SS SS

B B

SM-5

SM-6

SM-7

SM-8

SM-21

SM-20

SM-10

SM-9

SM-11

SM-12

SM-13

SM-16

SM-15

CBCB

15" RCP

O.E. : NOT

LOCATED

DBI-4

W C

AFFEE AVE

COMM

COMMCOMMCOMM

COMM

COM

COMM

C O

M M

C O

M M

C O

M M

E E

W W

COMM

22" CEDAR

20" CEDAR

37" OAK

4" TREE

30" OAK

18" SPLIT

TREE

12" METAL

SM-14

SM-19

SM-18

SM-17

36" OAK

25" OAK

40" OAK

38" OAK

36" OAK

29" OAK

28" DEAD TREE

42" OAK

44" POPLAR

24" CEDAR

18" CEDAR

7' CHAIN LINK FENCE

WITH BARBED WIRE

CONCRETE

FLUME

25" DEAD TREE

LOC

LOCLOCLOCLOC

LOC

CLO

LOC

LOC LOC

LOC

E E E

COMM COMM

E E

E E E E E

EE E E E

W W

CO CO

CO COCO

RD RD RD RD RD

RD RD RD

RD RD RD RD

RDRDRDRDRDRDRDRDRD

COCOCO

DDD

D D

UD UD

U D

COCO

COCO CO

D D

U D

W C

FAYETTE AVE

DIXIE HWY

700.97

700.86

704.20

705.83

9.1

3.5

9.1

707.09

8.4

702.20

705.80

X X

FORT KNOX CDC

FFE: 709.5'

X X X

STO

O P

STO

STOP

-1.78%

-1 .5

-4.00:1

-4 .0

-1.89%

-1 .6

-2.71%

-3.37%

-4.15%

-3 .8

-8 .0

-2 .0

1% -1 .5

-3 .3

-2.22%

-2.

-3 .6

-4 .9

-1 .5

-1.68%

-1.50%

-2 .8

-1.64%

-1.08%

-1.95%

-3.54%

-2 .6

-4.55%

-2.55%

-2 .1

-2 .6

-1 .6

-4 .7

-2 .4

-7 .1

-2.

-3 .2

-3.

-3 .4

-9.17%

705.89

0.4

702.63

706.21

707.64

706.17

8.4

698.95

702.44

8.4

8.8

5.3

2.0

1.5

1.3

2.1

2.5

7.4

706.75

704.62

4.6

4.2

4.4

7.4

7.9

7.2

7.3

7.8

8.6

708.98

6.7

7.5

6.9

7.1

7.2

3.3

0.3

707.14

3.5

7.3

7.9

6.6

7.8

6.9

705.68

7.9

8.6

4.2

5.3

6.8

697.54

698.88

698.93

3.9

8.1

707.00

8.1

3.5

2.9

3.0

706.00

5.7

706.27

-3.21%

704.01

703.97 704.21

7.2

6.7

8.2

7.7

697.41

-1.50%

-1 .6

708.01

4" P

L F

INV. IN: 693.67

4" P

6" PVC

50 LF

6" P

PVC

6" P

4" PVC

4" P

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

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SHEET OF 439

CG100

L G

M D

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A1 OVERALL GRADING & STORM DRAINAGE PLAN

CG101 CG102

CG103 CG104

CG105 CG106

SHEET NOTES

KEYPLAN

GRAPHIC SCALE(S)

PLAN

NORTH

SCALE IN FEET

100' 200'

1. SEE SHEET GC003 AND GC004 FOR GENERAL GRADING,

UTILITY, AND EARTHWORK NOTES.

2. PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF FINAL

GRADE, PAVEMENT, OR STRUCTURE UNLESS INDICATED

OTHERWISE.

3. ELEVATION DENOTED AS "MATCH" ARE INTENDED TO MEET

EXISTING GRADE ELEVATIONS. CONTRACTOR MUST VERIFY

ELEVATIONS AT TIE-INS AND MATCH POINTS PRIOR TO

BEGINNING CONSTRUCTION.

4. EXTERIOR FINISH GRADES AT BUILDING ENTRANCES AND

DOORWAY THRESHOLDS MUST BE MAXIMUM 0.25 INCHES

BELOW BUILDING FINISH FLOOR IF A VERTICAL THRESHOLD

IS PROVIDED, AND MUST BE MAXIMUM 0.5 INCHES BELOW

BUILDING FINISH FLOOR IF A BEVELED THRESHOLD IS

PROVIDED, UNLESS INDICATED OTHERWISE.

5. EXTERIOR FINISH GRADES ADJACENT TO BUILDING MUST BE

6.00 INCHES BELOW BUILDING FINISH FLOOR UNLESS

INDICATED OTHERWISE.

6. SURFACES AROUND FACILITY MUST BE GRADED TO

PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND

PAVEMENTS.

7. THE CONTRACTOR MUST REMOVE STANDING WATER FROM

THE PROJECT WORK LIMITS AS NECESSARY TO PROTECT

SUBGRADE, SUBBASE, AND/OR BASE COURSE OF NEW

PAVEMENT, SURROUNDING PAVEMENT-TO-REMAIN, OR

OTHER COMPLETED WORKS.

8. TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN

MUST BE ADJUSTED ACCORDINGLY TO FINISH GRADE

ELEVATION.

9. WITHIN THE FOOTPRINT OF THE PROPOSED BUILDING AND

EXTENDING 5 FEET BEYOND, ALL EXISTING UTILITIES OR

SERVICE LINES AND IN-PLACE FILL MATERIALS MUST BE

REMOVED AND BACKFILLED WITH SATISFACTORY SOIL

REPLACED IN COMPACTED LAYERS. EXCAVATION MUST BE

PERFORMED IN ACCORDANCE WITH EM 385-1-1 AND OSHA

29 CFR 1936.652. BACKFILLING MUST BE IN ACCORDANCE

WITH SECTION 31 00 00, EARTHWORK.

10. DRAINAGE AND DEWATERING: ALL EXCAVATIONS MUST BE

PERFORMED SO THAT THE SITE AND THE AREA

IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS

CONSTRUCTION OPERATIONS WILL BE CONTINUALLY AND

EFFECTIVELY DRAINED. THE CONTRACTOR MUST PROVIDE

DRAINAGE AND DEWATERING AS REQUIRED TO ENSURE

THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED

WITH THE SUBGRADE SOILS REMAINING DRY AND FIRM

UNTIL AFTER FOOTINGS ARE PLACED AND BACKFILLED.

REMOVAL OF SURFACE WATER, GROUNDWATER, AND ANY

PERCHED-WATER CONDITIONS, WHICH MIGHT BE

ENCOUNTERED DURING EXCAVATIONS MUST BE

ACCOMPLISHED BY APPROVED MEANS.

11. SEE STORM DRAINAGE PROFILES AND STRUCTURE TABLES

ON SHEETS CG201-CG204.

12. STORM DRAINAGE PIPING MUST BE PVC.

CG106CG105

CG104CG103

CG102CG101

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O H

SSSS

36" HICKORY

38" HICKORY

55" HICKORY

W W

SS SS

8" PVC 8" PVC

8" CLAY

8" C

LAY

8" PVC

8" P

8" PVC

8" P

12" PVC

2-8" PVC

TANK

DISPLAY

CONCRETE

FLUME

SS SS

B B

SM-5

SM-6

SM-7

SM-8

SM-21

SM-20

SM-10

SM-9

SM-11

SM-12

SM-13

SM-16

SM-15

CBCB

15" RCP

O.E. : NOT

LOCATED

DBI-4

W C

AFFEE AVE

COMM

COMMCOMMCOMM

COMM

COM

COMM

C O

M M

C O

M M

C O

M M

E E

W W

COMM

22" CEDAR

20" CEDAR

37" OAK

4" TREE

30" OAK

18" SPLIT

TREE

12" METAL

SM-14

SM-19

SM-18

SM-17

36" OAK

25" OAK

40" OAK

38" OAK

36" OAK

29" OAK

28" DEAD TREE

42" OAK

44" POPLAR

24" CEDAR

18" CEDAR

7' CHAIN LINK FENCE

WITH BARBED WIRE

CONCRETE

FLUME

25" DEAD TREE

LOC

LOCLOCLOCLOC

LOC

CLO

LOC

LOC LOC

LOC

E E E

COMM COMM

E E

E E E E E

EE E E E

G G G G G

G G

X X

FORT KNOX CDC

FFE: 709.5'

X X X

STO

O P

STO

STOP

RD RD RD RD RD

RD RD RD

RD RD RD RD

RDRDRDRDRDRDRDRDRD

COCOCO

DDD

D D

UD UD

U D

COCO

COCO CO

D D

U D

W W

CO CO

CO COCO

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

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C R

O N

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T C

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U .S

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CU100

L U

A1 OVERALL UTILITY PLAN

1. SEE GENERAL UTILITY, WATER UTILITY, SANITARY UTILITY,

AND UTILITY STRUCTURE NOTES ON GC003.

2. SANITARY SEWERS (INCLUDING LATERALS) AND STORM

SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER

POSSIBLE. SANITARY SEWERS AND STORM SEWERS

CROSSING WATER MAINS MUST BE LAID TO PROVIDE A

MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE

INVERT OF THE UPPER PIPE AND THE CROWN OF THE

LOWER PIPE WHENEVER POSSIBLE.

3. WHERE SANITARY SEWERS AND STORM SEWERS MUST

CROSS A WATER MAIN WITH LESS THAN 18 INCHES

VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER

MAIN MUST BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP)

AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM

SEWERS) SUFFICIENT LENGTHS OF DIP MUST BE USED TO

PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN

ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN

20 FEET OF THE CROSSING MUST BE MECHANICALLY

RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6

INCHES MUST BE MAINTAINED AT ALL CROSSINGS.

4. ALL CROSSINGS MUST BE ARRANGED SO THAT THE SEWER

PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE

EQUIDISTANT FROM THE POINT OF CROSSING (PIPES

CENTERED ON THE CROSSING).

5. WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE

WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, THE

NEW PIPE MUST BE CONSTRUCTED OF DIP (EXCEPT STORM

SEWERS) AND THE NEW PIPE MUST BE ARRANGED TO MEET

THE CROSSING REQUIREMENTS ABOVE.

6. ALL UNDERGROUND WATER MAINS IN THE PROJECT WILL BE

LAID TO PROVIDE A HORIZONTAL SEPARATION OF AT LEAST

3 FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND

OUTSIDE OF ANY VACUUM SANITARY SEWER, STORM

SEWER, STORMWATER FORCEMAIN, OR PIPELINE

CONVEYING RECLAIMED WATER. WATERMAIN MUST BE LAID

AT A MINIMUM DISTANCE OF 6 FEET BETWEEN THE OUTSIDE

OF THE WATERMAIN AND THE OUTSIDE OF A GRAVITY

SANITARY SEWER (3 FEET IF THE WATERMAIN BOTTOM IS

LAID AT LEAST 6" ABOVE THE TOP OF THE SEWER) WATER

MAIN MUST BE LAID AT LEAST 6 FEET HORIZONTALLY

(OUTSIDE TO OUTSIDE) FROM PRESSURE SANITARY SEWER,

SANITARY FORCEMAINS, OR RECLAIMED WATER LINES.

7. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL

DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE

WATER MAIN MUST BE CONSTRUCTED OF DIP AND THE

SEWER OR THE FORCE MAIN MUST BE CONSTRUCTED OF

DIP (EXCEPT STORM SEWERS) WITH A MINIMUM VERTICAL

DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS

BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN MUST

BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON

THE SEWER OR FORCE MAIN (STAGGERED JOINTS).

8. ALL PIPE MATERIAL MUST BE AS FOLLOWS UNLESS NOTED

OTHERWISE:

SANITARY SEWER (GRAVITY): PVC SDR 35

WATER: PVC C900-75

9. ALL DIP FOR CROSSINGS MUST MEET AHJ STANDARDS AND

SPECIFICATIONS.

10. SEE ELECTRICAL SHEETS FOR ELECTRICAL AND

TELECOMMUNICATION ROUTING AND DETAILS.

CU101 CU102

CU103 CU104

CU105 CU106

SHEET NOTES

KEYPLAN

GRAPHIC SCALE(S)

PLAN

NORTH

SCALE IN FEET

100' 200'

CU105 CU106

CU103 CU104

CU101 CU102

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1. GENERAL:

A. THESE NOTES, AND OTHER DRAWING NOTES CONTAINED WITHIN, ARE PROVIDED TO MEET

SPECIFIC REQUIREMENTS AND TO SUPPLEMENT CONTRACT SPECIFICATIONS. THESE

NOTES NEITHER REPLACE NOR OVERRIDE PROVISIONS AND REQUIREMENTS OF

CONTRACT SPECIFICATIONS.

B. COORDINATE STRUCTURAL WORK WITH WORK SHOWN ON OTHER DRAWINGS.

C. VERIFY DIMENSIONS OF EXISTING CONSTRUCTION AND REPORT ANY DISCREPANCIES

FROM CONTRACT DRAWINGS TO CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO

COMMENCING WITH WORK. SCALING OF WORKING DIMENSIONS FROM STRUCTURAL

DRAWINGS IS PROHIBITED.

D. CONTRACT DOCUMENTS REPRESENT FINISHED STRUCTURE. CONTRACTOR IS

RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT

LIMITED TO, SHORING AND TEMPORARY BRACING. UNDERTAKE MEASURES TO ENSURE

SAFETY OF PERSONS AND STRUCTURES AT SITE AND ADJACENT TO SITE. VISITS TO SITE

BY CONTRACTING OFFICER'S REPRESENTATIVE DO NOT RELIEVE CONTRACTOR OF SUCH

RESPONSIBILITY.

E. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON CONTRACT

DOCUMENTS, PROVIDE CONSTRUCTION OF SAME CHARACTER AS FOR SIMILAR

CONDITIONS THAT ARE SHOWN OR CALLED FOR, WITH APPROVAL OF CONTRACTING

OFFICER'S REPRESENTATIVE. WHERE SECTIONS VARY, PROVIDE FOR SMOOTH

TRANSITIONS BETWEEN THEM, UNLESS NOTED OTHERWISE.

F. INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURERS' WRITTEN INSTRUCTIONS

AND RECOMMENDATIONS, UNLESS NOTED OTHERWISE.

G. ELEVATION 100'-0" CORRESPONDS TO FINISH FLOOR ELEVATION AS INDICATED ON CIVIL

DRAWINGS.

2. DESIGN STANDARDS:

A. PRINCIPAL CODE OF RECORD: INTERNATIONAL BUILDING CODE 2021.

B. ASCE/SEI 7, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND

OTHER STRUCTURES, 2016.

C. ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2019.

D. TMS 402/602, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, 2016.

E. AISC 325, STEEL CONSTRUCTION MANUAL, 15th EDITION, 2017.

F. AISC 360, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, 2016.

G. AISI COLD-FORMED STEEL DESIGN MANUAL, 2017.

5. GEOTECHNICAL INFORMATION:

A. SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT BY AMERICAN

ENGINEERS, INC., DECEMBER 2022.

B. SITE PREPARATION

1. PROVIDE EXCAVATION, FILL, AND BACKFILL IN ACCORDANCE WITH CONTRACT DRAWINGS

AND SPECIFICATIONS, DIVISION 31.

2. NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE AND CONTRACTOR'S PROFESSIONAL

GEOTECHNICAL ENGINEER WHEN LOOSE OR SOFT SOILS ARE EXPOSED WHERE SLABS,

MATS, OR FOOTINGS ARE TO BE PLACED SO THAT A DETERMINATION MAY BE MADE

REGARDING IMPROVEMENT OF THIS POTENTIALLY UNDESIRABLE CONDITION.

3. DURING CONSTRUCTION, CONTRACTOR'S PROFESSIONAL GEOTECHNICAL ENGINEER MUST

INSPECT AND APPROVE EACH FOUNDATION EXCAVATION PRIOR TO PLACING CONCRETE.

C. SOIL CHARACTERISTICS

1. UNIT WEIGHT: 95 PCF DRY.

2. FROST PENETRATION: 32".

3. WATER TABLE DEPTH: ASSUME AT SURFACE FOR LATERAL EARTH PRESSURE AND

BUOYANCY EFFECTS.

D. LATERAL EARTH PRESSURE, EQUIVALENT FLUID (NATIVE COHESIVE SOIL).

1. AT-REST CONDITION, Ko: 63.7 PCF.

2. ACTIVE CONDITION, Ka: 43.3 PCF.

3. PASSIVE CONDITION, Kp: 166.2 PCF.

E. LATERAL EARTH PRESSURE, EQUIVALENT FLUID (GRANULAR FILL - CRUSHED STONE).

1. AT-REST CONDITION, Ko: 51.8 PCF.

2. ACTIVE CONDITION, Ka: 32.1 PCF.

3. PASSIVE CONDITION, Kp: 283.8 PCF.

F. SLAB, MAT, AND FOOTING DESIGN PARAMETERS

1. MODULUS OF SUBGRADE REACTION: 75 PCI.

2. NET ALLOWABLE BEARING CAPACITIES

a. GRAVITY LOADS: 2,000 PSF.

b. TRANSIENT LOADS: 2,667 PSF.

3. MINIMUM BEARING DEPTH: 26".

4. CONCRETE-NATIVE SOIL COEFFICIENT OF FRICTION: 0.25.

5. CONCRETE-GRANULAR FILL COEFFICIENT OF FRICTION: 0.40.

4. DESIGN LOADS:

A. RISK CATEGORY: III FOR DAYCARE FACILITY WITH OCCUPANT LOAD GREATER THAN 250.

B. ROOF DEAD LOAD: 9 PSF

C. ROOF MECHANICAL PLATFORM: 15 PSF

D. COLLATERAL LOAD:

1. ROOF: 17 PSF

E. LIVE LOADS

1. ROOF LIVE LOAD: 20 PSF OR A CONCENTRATED LOAD OF 300 POUNDS UNIFORMLY

DISTRIBUTED OVER AN AREA 2.5 FT SQUARE

2. ROOF MECHANICAL PLATFORM LIVE LOAD: 40 PSF OR A CONCENTRATED LOAD OF

300 POUNDS UNIFORMLY DISTRIBUTED OVER AN AREA 2.5 FT SQUARE

3. FLOOR LIVE LOAD

a. CORRIDOR AND DINING ROOMS: 100 PSF

b. MECHANICAL ROOMS AND LIGHT STORAGE: 125 PSF

c. COMMMUNICATIONS EQUIPMENT ROOMS: 150 PSF

d. CLASSROOMS: 40 PSF + 15 PSF PARTITION

e. OFFICE: 50 PSF + 15 PSF PARTITION

4. FLOOR AND ROOF LIVE LOAD REDUCTION IS PERMITTED IN ACCORDANCE WITH IBC

AS MODIFIED BY UFC 3-301-01.

F. EQUIPMENT LOADS

1. AS INDICATED FOR EQUIPMENT WEIGHING IN EXCESS OF 300 LBS. FRAMING AND

FOUNDATIONS ARE DESIGNED FOR EQUIPMENT THAT SATISFIES CONTRACT

SPECIFICATIONS.

2. IF EQUIPMENT FURNISHED IS HEAVIER THAN WEIGHTS INDICATED OR REQUIRES

STRUCTURAL CHANGES FOR ANY OTHER REASON, PROVIDE ENGINEERING DESIGN

CALCULATIONS AND ADDITIONAL WORK NECESSARY TO SUPPORT LOADS IN

ACCORDANCE WITH DESIGN STANDARDS SPECIFIED ABOVE, AT NO ADDITIONAL COST

TO GOVERNMENT AND WITH NO INCREASE IN CONTRACT TIME.

3. PROVIDE MOUNTINGS FOR OVERHEAD ARCHITECTURAL FEATURES, UTILITIES, AND

OTHER FIXTURES WEIGHING 31 LBS OR MORE, EXCLUDING DISTRIBUTED SYSTEMS

SUCH AS SUSPENDED CEILING OR PIPING NETWORKS THAT COLLECTIVELY EXCEED

THAT WEIGHT, THAT ARE DESIGNED TO RESIST THE FOLLOWING FORCES:

a. DOWNWARD: 1.5 TIMES COMPONENT WEIGHT

b. IN ANY HORIZONTAL DIRECTIONS: 0.5 TIMES COMPONENT WEIGHT

G. BLAST LOADS

LEVEL OF PROTECTION: LOW

EXTERIOR WALL ELEMENTS INCLUDING DOORS, LOUVERS, AND GLAZING SYSTEMS:

1. PEAK REFLECTED PRESSURE: 6.3 PSI.

2. POSITIVE-PHASE IMPULSE: 50.1 PSI-MSEC.

EXTERIOR ROOF ELEMENTS INCLUDING DECK AND ROOF TRUSSES:

1. PEAK REFLECTED PRESSURE: 2.9 PSI.

2. POSITIVE-PHASE IMPULSE: 19.6 PSI-MSEC.

A. RAIN LOAD

1. RAIN INTENSITY: 5.6 IN/HR.

B. SNOW LOADS

1. GROUND SNOW LOAD: 15 PSF.

2. FLAT-ROOF SNOW LOAD: 12 PSF.

3. EXPOSURE FACTOR: 1.0.

4. IMPORTANCE FACTOR: 1.1.

5. THERMAL FACTOR: 1.0.

6. SLOPE FACTOR: 1.0.

C. WIND LOADS

1. BASIC DESIGN WIND SPEED: 111 MPH 3-SECOND GUST.

2. ALLOWABLE STRESS DESIGN WIND SPEED: 86 MPH 3-SECOND GUST.

3. 10-YEAR MEAN RECURRENCE INTERVAL WIND SPEED: 74 MPH 3-SECOND GUST.

4. EXPOSURE: C.

5. BUILDING CONDITION: ENCLOSED, GCpi = 0.18.

6. TOPOGRAPHIC FACTOR: 1.0.

7. DESIGN PRESSURES FOR EXTERIOR COMPONENTS AND CLADDING ARE INDICATED

ON S-004.

6. MATERIALS: SEE CONTRACT SPECIFICATIONS FOR COMPLETE REQUIREMENTS AND COMPLY

WITH APPLICABLE OSHA REGULATIONS

A. REINFORCED CONCRETE: SPECIFICATIONS SECTION 03 30 00

1. PREPARE AND PLACE REINFORCED CONCRETE IN ACCORDANCE WITH ACI MANUAL

OF CONCRETE PRACTICE AS MODIFIED BY CONTRACT DOCUMENTS.

2. CONCRETE

a. UNLESS NOTED OTHERWISE: MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 4,000 PSI, NORMALWEIGHT.

b. DO NOT AIR-ENTRAIN CONCRETE FOR INTERIOR SLABS WITH TROWEL FINISH.

3. FORMWORK

a. CONTRACTOR IS RESPONSIBLE FOR DESIGN, ENGINEERING, STRUCTURAL

ADEQUACY, AND CONSTRUCTION OF CONCRETE FORMWORK IN ACCORDANCE

WITH CONTRACT DOCUMENTS.

b. COORDINATE CONCRETE WORK WITH PLACEMENT OF PIPING, INSERTS, FLOOR

DRAINS, AND OTHER EMBEDDED ITEMS INDICATED ON CONTRACT DOCUMENTS.

c. SLEEVE NEW OR EXISTING PIPING OR UTILITIES PASSING THROUGH NEW

CONCRETE, UNLESS NOTED OTHERWISE. SEE OTHER DISCIPLINE DRAWINGS

FOR SLEEVE DETAILS. PROVIDE MEASURES TO ENSURE THAT SLEEVES REMAIN

FREE OF DEBRIS AND WATER DURING CONSTRUCTION.

d. PROVIDE 3/4" CHAMFER STRIPS ON EDGES OF EXPOSED CONCRETE, UNLESS

NOTED OTHERWISE.

e. FOOTINGS MAY BE EARTH-FORMED USING UNDISTURBED NATIVE SOIL.

PROVIDE MINIMUM EXCAVATION WIDTH 4" GREATER THAN INDICATED.

4. REINFORCING STEEL

a. BARS: ASTM A615 GRADE 60.

b. REINFORCE CONCRETE UNLESS SPECIFICALLY MARKED "NOT REINFORCED" OR

"UNREINFORCED".

c. DETAIL AND PLACE REINFORCEMENT IN ACCORDANCE WITH ACI SP-66, ACI 301, ACI 318, AND CRSI MANUAL OF STANDARD PRACTICE. DO NOT INSERT

REINFORCEMENT INTO FRESH OR PARTIALLY HARDENED CONCRETE.

d. PROVIDE MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT AS

FOLLOWS, UNLESS NOTED OTHERWISE:

(1) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3".

(2) CONCRETE EXPOSED TO EARTH OR WEATHER: 2" FOR ENVIRONMENTAL

SEVERITY CLASS C3; OTHER REINFORCEMENT - 1 1/2".

(3) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

SLABS AND WALLS - 3/4"; OTHER MEMBERS - 1 1/2".

e. CONFORM EMBEDMENT AND LAP SPLICE LENGTHS TO TABLES AND DETAILS ON

CONTRACT DRAWINGS, UNLESS NOTED OTHERWISE.

f. PROVIDE ADDITIONAL REINFORCEMENT AT OPENINGS AND CORNER BARS AT

INTERSECTING GRADE BEAMS, WALLS, AND CURBS IN ACCORDANCE WITH

TYPICAL DETAILS ON CONTRACT DRAWINGS, UNLESS NOTED OTHERWISE.

g. EPOXY GROUT: ASTM C881, TYPE IV, GRADE 2 OR 3, WITH EMBEDMENT TO

DEVELOP YIELD STRENGTH OF BAR, UNLESS NOTED OTHERWISE.

5. JOINTS

a. LOCATE JOINTS AS INDICATED OR SPECIFIED, OR AS OTHERWISE APPROVED

BY CONTRACTING OFFICER'S REPRESENTATIVE.

b. CLEAN SURFACES OF HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS OF

LAITANCE TO EXPOSE CLEAN COARSE AGGREGATE SOLIDLY EMBEDDED IN

MORTAR MIX. JUST PRIOR TO DEPOSITING CONCRETE, THOROUGHLY CLEAN

AND WET SURFACE OF CONSTRUCTION JOINT.

c. WHERE ROUGHENED JOINT IS INDICATED, PROVIDE A MECHANICALLY

ROUGHENED CONCRETE SURFACE WITH A MINIMUM OF 1/4" AMPLITUDE.

d. IN ADDITION, WHEN NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, ADEQUATELY PREPARE BY SURFACE ROUGHENING SET CONCRETE AND

APPLYING BONDING AGENT.

STRUCTURAL GENERAL NOTES:

6. MATERIALS (CONTINUED):

B. REINFORCED MASONRY: SPECIFICATIONS SECTION 04 20 00

1. GENERAL

a. CONSTRUCT REINFORCED MASONRY IN ACCORDANCE WITH TMS 602 AS

MODIFIED BY CONTRACT DOCUMENTS.

b. UNITS: ASTM C90, NORMAL WEIGHT, MINIMUM COMPRESSIVE STRENGTH = 2,000

PSI.

(1) OPEN END UNITS MAY BE USED TO FACILITATE WALL CONSTRUCTION.

(2) DOUBLE OPEN END UNITS MAY BE USED WHEN WALL IS SOLID GROUTED.

(3) USE U-SHAPED BOND BEAMS AT OPENING HEAD LOCATIONS AND KNOCK-

OUT BOND BEAMS ELSEWHERE.

(4) DO NOT FIELD-MODIFY UNITS UNLESS INTENDED TO BE MODIFIED.

c. MORTAR: ASTM C270 TYPE S, PROPORTION METHOD.

d. ASSEMBLY: MINIMUM COMPRESSIVE STRENGTH f'm = 2,000 PSI.

2. REINFORCING STEEL

a. BARS: ASTM A615 GRADE 60

b. MINIMUM CLEAR DISTANCE TO ANY FACE OF MASONRY UNIT OR FORMED

SURFACE: 1/2"

c. USE FULL CONTACT LAP SPLICES FOR REINFORCING STEEL IN WALLS WITH THE

FOLLOWING MINIMUM LAP LENGTHS:

(1) CENTERED IN CELL: 13" FOR #4, 20" FOR #5, 38" FOR #6.

(2) EACH FACE AND BOND BEAMS: 25" FOR #4, 40" FOR #5, 54" FOR #6.

d. USE THREADED MECHANICAL COUPLERS IN LIEU OF FULL CONTACT LAP

SPLICES WHERE TWO REINFORCING BARS ARE REQUIRED IN ONE CMU CELL.

3. GROUT

a. ASTM C476, MINIMUM COMPRESSIVE STRENGTH = 2,000 PSI.

b. FULLY GROUT ALL MASONRY CELLS, UNLESS NOTED OTHERWISE.

c. PROVIDE UNITS WITH MINIMUM SPACE IN CELLS TO RECEIVE GROUT OF 3"X3"

AND ALIGN TO PROVIDE UNOBSTRUCTED OPENINGS.

d. PLACE GROUT WITHIN 1 1/2 HOURS AFTER ADDING MIX-DESIGNED WATER AND

PRIOR TO INITIAL SET. GROUT CONTINUOUSLY USING POUR HEIGHTS NOT

EXCEEDING 12 FT AND LIFTS NOT EXCEEDING 5 FT, WITH NO INTERRUPTIONS

EXCEEDING 1 HOUR.

e. CONVENTIONAL: 8" TO 11" SLUMP. CONSOLIDATE GROUT IN ASSEMBLED WALLS

BY MECHANICAL VIBRATION AT TIME OF PLACEMENT. RECONSOLIDATE GROUT

BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS

OCCURRED.

f. SELF-CONSOLIDATING: 24" TO 30" SLUMP FLOW AND 1.0 MAXIMUM VISUAL

STABILITY INDEX. DO NOT MECHANICALLY CONSOLIDATE.

4. CONSTRUCTION

a. USE RUNNING BOND PATTERN, UNLESS INDICATED OTHERWISE.

b. EMPLOY FULL MORTAR BEDDING FOR PARTIALLY GROUTED WALLS.

c. ARCHITECTURAL COMPONENTS SUCH AS SEALANT, FLASHING, ETC, ARE NOT

ILLUSTRATED IN STRUCTURAL DETAILS. SEE ARCHITECTURAL DRAWINGS FOR

THESE COMPONENTS.

5. VERTICAL REINFORCEMENT

a. UNLESS NOTED OTHERWISE, PROVIDE (2) #5 VERTICAL BAR CENTERED IN CELL

AT A MAXIMUM HORIZONTAL SPACING OF 40".

b. PROVIDE ADDITIONAL VERTICAL REINFORCEMENT AT INTERSECTION OF WALLS, BELOW AND AT EACH SIDE OF EACH BEAM BEARING ON WALL, AND AT EACH

SIDE OF EACH OPENING GREATER THAN 12" IN WIDTH.

c. PROVIDE FOUNDATION DOWEL SAME SIZE AND LOCATION AS EACH VERTICAL

BAR IN WALL ABOVE.

(1) WHERE BEARING ON FOUNDATION, CAST INTO SUPPORTING CONCRETE

WITH REQUIRED HOOK EMBEDMENT LENGTH.

(2) EXTEND ABOVE SURFACE OF SUPPORTING CONCRETE AT LEAST 2"

GREATER THAN REQUIRED LAP SPLICE LENGTH.

d. EXTEND VERTICAL BARS FROM BOTTOM COURSE THROUGH TOP BOND BEAM.

6. HORIZONTAL REINFORCEMENT

a. CONSTRUCT BOND BEAMS USING (2) #5 HORIZONTAL.

b. PROVIDE CONTINUOUS BOND BEAMS AT BOTTOM COURSE, WHERE INDICATED

ON STRUCTURAL OR ARCHITECTURAL DRAWINGS, AND AT A MAXIMUM

VERTICAL SPACING OF 40".

c. PROVIDE BOND BEAM AT TOP-MOST COURSE TO MAINTAIN CONTINUITY.

d. PROVIDE BOND BEAM BELOW EACH OPENING AND EXTEND 25" MINIMUM

BEYOND EACH SIDE OF OPENING.

e. PROVIDE CONTINUOUS JOINT REINFORCEMENT AT MAXIMUM 16" SPACING.

7. CONTROL JOINTS: NOT PERMITTED IN STRUCTURAL MASONRY. STRUCTURAL

MASONRY HAS BEEN DESIGNED TO MEET THE AREA OF STEEL REINFORCEMENT

REQUIRED BY NCMA TEK 10-3, CONTROL JOINTS FOR CONCRETE MASONRY WALLS -

ALTERNATIVE ENGINEERED METHOD, TO LIMIT CRACK WIDTH WITHOUT USE OF

CONTROL JOINTS. PROVIDE CONTINUOUS HORIZONTAL REINFORCEMENT AS STATED

ABOVE.

3. SPECIAL INSPECTIONS: SEE SECTION 01 45 35 WITH ATTACHMENTS.

K. EARTHQUAKE LOADS

1. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS Ss = 0.209, S1 = 0.108.

2. SITE CLASS: E.

3. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS Sds = 0.334, Sd1 = 0.302.

4. SEISMIC DESIGN CATEGORY: D.

5. IMPORTANCE FACTOR: 1.25.

6. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE.

7. BASIC SEISMIC FORCE-RESISTING SYSTEM: SPECIAL REINFORCED MASONRY SHEAR WALLS

8. RESPONSE MODIFICATION COEFFICIENT: R = 5.5.

9. SEISMIC RESPONSE COEFFICIENT: Cs = 0.076.

10. DESIGN BASE SHEAR: V = 202 KIPS

L. THERMAL DESIGN TEMPERATURE CHANGE: 31 DEGREES F.

4. DESIGN LOADS (CONTINUED):

US Army Corps of Engineers ®

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HIGH PRESSURE PLASTIC LAMINATE (PLAM)

QUARTZ COUNTERTOP (QTZ)

PASSAGE DOOR W/

SPRING HINGES

DOOR JAMB POSTHIGH PRESSURE PLASTIC

LAMINATE (PLAM)

HIGH PRESSURE PLASTIC LAMINATE (PLAM)

QUARTZ COUNTERTOP (QTZ)HIGH PRESSURE PLASTIC

LAMINATE (PLAM)

HIGH PRESSURE PLASTIC LAMINATE (PLAM)

QUARTZ COUNTERTOP (QTZ)

DOOR JAMB POST

HIGH PRESSURE PLASTIC LAMINATE (PLAM)

QUARTZ COUNTERTOP (QTZ)

RUBBER WALL BASE (RB)

A-552

C58

PENCIL DRAWER, NIC

C58

HIGH PRESSURE PLASTIC

LAMINATE (PLAM)

QUARTZ COUNTERTOP (QTZ)

RUBBER WALL BASE (RB)

PENCIL DRAWER, NIC

HIGH PRESSURE PLASTIC

LAMINATE (PLAM)

HIGH PRESSURE PLASTIC

LAMINATE (PLAM)

RUBBER WALL BASE (RB)

C58

QUARTZ COUNTERTOP (QTZ)

1. REFER TO SHEET A-001 FOR ARCHITECTURAL LEGEND AND ABBREVIATIONS.

2. REFER TO SHEET A-002 FOR ACCESSORY MOUNTING HEIGHTS.

3. REFER TO SHEETS A-701 AND A-702 FOR FINISH LEGEND AND SCHEDULE.

4. PROVIDE BLOCKING AS REQUIRED FOR ALL WALL MOUNTED EQUIPMENT OR

FIXTURES.

5. REFERENCE FF&E DRAWINGS FOR ITEMS SHOWN DASHED AND HALFTONE.

6. PROVIDE ALUM. TILE EDGE TRIM WHERE TILE TERMINATES AND ALUM. TILE

CORNER TRIM AT ALL OUTSIDE CORNERS WHERE WALL TILE OCCURS. SEE

DETAIL M1/A-511.

7. ALL EDGES AT THE RECEPTION DESK, VERTICAL AND HORIZONTAL, TO BE

EASED OR ROUNDED.

8. AT THE RECEPTION DESK, FIELD VERIFY TWO (2) EQUALLY SPACED

GROMMETS WITH COVERS, PROVIDED IN EACH OF THE RAISED COUNTERS

AND DIRECTLY BELOW IN THE LOWER COUNTER. PROVIDE ONE ADDITIONAL

GROMMET WITH COVER IN THE LOWER COUNTER ON THE SIDE WHERE NO

UPPER COUNTER IS PROVIDED.

9. DR: DOOR RELEASE BUTTON

10. DB: DURESS BUTTON

A-406

E10

J10

A10

A-406

M10

A-406 J1

ISOLATION AREA

195RECEPTION

102A

5' - 0" 4' - 0" 4' - 1" 4' - 1"

CLEAR

2' - 10" 4"

6' - 0"

20' - 4"

13' - 1" 7' - 3"

2' - 6 1/2"

2' - 6" 9" 4' - 0"

12' - 6"

9' - 4" 2' - 10" 4"

PENCIL

DRAWER,(NIC)

ROUTE CONCEALED

DR & DB CONDUIT(S)

WITHIN CASEWORK,

PONY WALL AND

BELOW SLAB TO

ENTRY DOOR,

PROVIDE ADDITIONAL

EMPTY CONDUIT FOR

FUTURE USE

DR DB

A-552

2' - 0"

A-612

US Army Corps of Engineers ®

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1/2" = 1' - 0" 0 1' 5'6" 2' 3' 4'

PLAN

NORTH

SHEET NOTES

KEYPLAN

GRAPHIC SCALE(S)

A B C D

1/2" = 1'-0"M1

RECEPTION DESK OUTSIDE FRONT - NORTH

1/2" = 1'-0"J1

RECEPTION DESK OUTSIDE FRONT - EAST

1/2" = 1'-0"M10

RECEPTION DESK OUTSIDE FRONT - SOUTH

1/2" = 1'-0"A10

RECEPTION DESK BACK - WEST

1/2" = 1'-0"J10

RECEPTION DESK BACK - SOUTH

1/2" = 1'-0"E10

RECEPTION DESK BACK - NORTH

1/2" = 1'-0"A1

ENLARGED LOBBY RECEPTION / COUNTER RECEPTION ONLY

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± 4 1/2"SOLID SURFACE TRANSACTION TOP

2" Ø GROMMET ALIGNED

TOP & BOTTOM

SOLID SURFACE COUNTERTOP ON

3/4" PLYWOOD SUBTOP-FASTEN

SUBTOP TO EA SUPPORT BRACKET

W/ (3) #10 EA

SPACED SCREWS

DRAWER GLIDES @ BOTH SIDES

2" X 2" GA 11 STEEL TUBE

PAINTED BLACK ON EXPOSED

SURFACE

2x CONT WOOD BLOCKING

HIGH PRESSURE

LAMINATE

METAL STUDS @ 16" OC

3.5"X3.5" FLOOR PLATE 1/4"Ø

ANCHOR BOLT

HIGH PRESSURE LAMINATE

TOE KICK

FINISHED FLOOR

RE: ROOM FINISH SCHEDULE

6" 1' - 10 3/8"

5 1/4"

1' - 2"

SOLID SURFACE COUNTERTOP ON

3/4" PLYWOOD SUBTOP-FASTEN

SUBTOP TO EA SUPPORT BRACKET

W/ (3) #10 EA

SPACED SCREWS

2" X 2" GA 11 STEEL TUBE

PAINTED BLACK ON EXPOSED

SURFACE

2x CONT WOOD BLOCKING

HIGH PRESSURE

LAMINATE

METAL STUDS @ 16" OC

3.5"X3.5" FLOOR PLATE 1/4"Ø

ANCHOR BOLT

HIGH PRESSURE LAMINATE

TOE KICK

FINISHED FLOOR

RE: ROOM FINISH SCHEDULE

HIGH PRESSURE LAMINATE

BASE AS SCHEDULED

PROVIDE EDGE PROTECTION

COVERING, TYP

A-552 L12

RECESSED FLUSH MOUNT DRAWER

PULL, NON-PROTRUDING IN

ACTIVITY ROOMS TYP.

DESK DRAWER W/ LOCK, KEYED

SAME AS DOORS IN DIAPER

CHANGING STATION, FOOD

PREP/ARTS & CRAFTS CABINETS

DRAWERS AND SIDING: 3/4"

PLYWOOD SUBSTRATE W/ HIGH

PRESSURE LAMINATE (PLAM)

BACKING: 1/2" PLYWOOD W/ HIGH

PRESSURE LAMINATE (PLAM)

DOORS: 3/4" PLYWOOD SUBSTRATE

W/ HIGH PRESSURE LAMINATE

(PLAM)

BACKING: 1/2" PLYWOOD W/

HIGH PRESSURE LAMINATE

(PLAM)

3/4" PLYWOOD FIXED SHELF

W/ HIGH PRESSURE LAMINATE

(PLAM)

NOTE: EACH CABINET

DOOR PROVIDED WITH

UNIQUE LOCK.

UNDERCAB LIGHT

RE: ELECTRICAL

FINISHED FLOOR

RE: ROOM FINISH SCHEDULE

COUNTERTOP: 2CM THICK SOLID

SURFACE QUARTZ (QTZ) W/ EASED

EDGE AND INTEGRAL BACKSPLASH,

PROVIDE END SPLASH WHERE

APPLICABLE

1' - 2"

2' - 1"

SEE REFLECTED CEILING PLANS

FOR SOFFIT EXTENTS

ELECTRICAL OUTLET

RE: ELECTRICAL

MICROWAVE (FFE)

DOOR PULL

EXPOSED CABINET:

HIGH PRESSURE

LAMINATE

ELECTRICAL OUTLET

RE: ELECTRICAL

MICROWAVE (FFE)

1' - 9"

BLOCKING AS REQUIRED

1' - 9"

ADJUSTABLE SHELF OVER 3/4"

PLYWOOD AND RECESSED

ADJUSTABLE SHELF SUPPORT

SYSTEM

COUNTERTOP: 1/2" SOLID SURFACE

W/ EASED EDGE AND BACKSPLASH,

PROVIDE END SPLASH WHERE

APPLICABLE

DOORS: 3/4" PLYWOOD

SUBSTRATE W/ HIGH PRESSURE

LAMINATE

BACKING: 1/2" PLYWOOD W/

WHITE MELAMINE FINISH

FINISHED FLOOR

RE: ROOM FINISH SCHEDULE

CABINET INTERIOR AND

SHELVES: WHITE MELAMINE

DOOR PULL

SEE REFLECTED CEILING PLANS

FOR SOFFIT EXTENTS

DOORS: 3/4" PLYWOOD

SUBSTRATE W/ HIGH

PRESSURE LAMINATE

(PLAM)

RECESSED FLUSH

MOUNT DRAWER PULL

FIXED SHELF OVER 3/4" PLYWOOD

(PLAM)

BACKING: 1/2"

PLYWOOD W/ WHITE

MELAMINE FINISH

3-HINGES PER DOORS UP TO

84" HIGH. PROVIDE

ADDITIONAL HINGES FOR

HIGHER DOORS

2' - 0"

BLOCKING AS REQUIRED

METAL HANGING ROD

SEE REFLECTED CEILING PLANS

FOR SOFFIT EXTENTS

3/4"

T Y P

DOUBLE BULLNOSE EDGE

SOLID SURFACE AS SCHED

1X WOOD COUNTERTOP

SUPPORT, 3/4" PLYWOOD

FACE OF CABINET

PLYWD. TYP.

US Army Corps of Engineers ®

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1 1/2" = 1'-0"J6

RECEPTION COUNTER - TRANSACTION

1 1/2" = 1'-0"J1

RECEPTION COUNTER - DESK

1 1/2" = 1'-0"A10

SECTION - SIGN-IN STATION

1 1/2" = 1'-0"A1

SECTION - MICROWAVE TOWER

1 1/2" = 1'-0"A6

SECTION - WARDROBE CABINET 6" = 1' - 0"

0 4" 6"2"1"

1 1/2" = 1' - 0" 0 6" 1' 2'3" 9"

GRAPHIC SCALE(S)

6" = 1'-0"L12

COUNTER EASED EDGE DETAIL

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FASTENER, TYPICAL

CORNER GUARD

COVER

ALUMINUM RETAINER,

SEE DETAIL K1/A-561

CORNER

GUARDS ARE TO

BE CAULKED

AND SEALED

18"

MAX

TOP CAP

FASTENER

ALUMINUM

RETAINER

CORNER

GUARD COVER

BOTTOM CAP

SURFACE

MOUNTED

CAULK / SEAL,

ALL EDGES

SECTION

NOTE:

FIRE EXTINGUISHER TANK

BASED ON A 20 LBS MP

SERIES APPROXIMATELY

7" DIAMETER

CONTINUOUS BEAD

SEALANT, TYP

1 1/2"

PACK WITH

ACOUSTICAL

INSULATION-WOOL

BLOCKING AS REQ'D,

TYP

2-HORIZ METAL

STUD AS REQ'D,

TYP

FIRE EXTINGUISHER

BY GOVERNMENT

CONTINUOUS BEAD

SEALANT, TYP

M A

A S

S C

H E

P A

R T

NADDITIONAL STUD

FOR BLOCKING

PLAN

PARTITION AS SCHED

RECESSED PULL TYP.

RECESSED

PULL TYP.

RECESSED (R-FEC)

AS SCHEDULED

PARTITION

EDGE/CORNER ALUM

TRIM, SEE DETAIL M1/A-511

PORCELAIN TILE,

AS SCHEDULED

LEVELING GROUT

CONC SLAB,

SEE STRUCTURAL

DRAWINGS

1/8":12" SLOPE

TILE BACKER W/ WATERPROOFING

MEMBRANE TYP.

SEALANT

GROUND FLOOR

100' - 0"

CONTINUOUS BASE

CLOSURE FLASH

BASE FLASHING

PANEL SUPPORT SET IN

SEALANT

2" INSULATED METAL PANEL

ON SUB-GIRT ATTACHMENT

SYSTEM

8" CMU WALL

FLUID APPLIED AIR BARRIER

CONCRETE FOOTING; RE:

STRUCTURAL DRAWINGS

CONCRETE SLAB; RE: STRUCT

DWGS

5/8" GYPSUM WALLBOARD

2-1/2" METAL STUDS W/

BATT INSULATION

4" CMU VENEER BEYOND

15 MIL VAPOR BARRIER

CAPILLARY WATER BARRIER

GRADE BELOW

CONCRETE WALKWAY;

RE: CIVIL DRAWINGS

ISOLATION JOINT; RE: STRUCT

DWGS

1' - 1 3/4"

GROUND FLOOR

100' - 0"

4" CMU VENEER

2" AIR GAP

2" RIGID INSULATION

FLUID APPLIED AIR BARRIER

8" CMU

2-1-/2" METAL STUD W/ BATT

INSULATION

5/8" GYPSUM WALLBOARD

CONCRETE SLAB; RE:

STRUCT DWGS

CONCRETE FOOTING;

RE: STRUCTURAL

DRAWINGS

GROUT BELOW GRADE

CAVITY DRAINAGE MATERIAL

STAINLESS STEEL THRU WALL

FLASHING W/ WEEPS

GRADE; RE: CIVIL

15 MIL VAPOR

BARRIER

CAPILLARY WATER

BARRIER

ISOLATION JOINT; RE:

STRUCT DWGS

WEEP

1' - 6 3/8"

ROOF

112' - 0"

PREFINISHED STANDING SEAM METAL ROOF

6" RIGID INSULATION (R-32)

1/2" EXTERIOR GYPSUM SHEATHING

STRUCTURAL METAL DECK ; RE:

STRUCTURAL DRAWINGS

SELF-ADHERED UNDERLAYMENT

5/8" GYPSUM SHEATHING OVER

COLD FORMED FRAMING; RIGID

INSULATION AND AIR BARRIER

MUST BE CONTINUOUS

PRE-ENGINEERED COLD

FORMED METAL ROOF TRUSS;

RE: STRUCTURAL DRAWINGS

2-1/2" METAL FURRING W/BATT

INSULATION (R-10 MIN) AND 5/8"

GYPSUM WALLBOARD FINISH;

EXTEND TO DECK ABOVE

8" CMU WALL

CONT. FLUID APPLIED AIR BARRIER

2" INSULATED METAL

WALL PANEL ON GIRT

SUPPORT SYSTEM

ROOF TRUSS BEYOND

ROOF TRUSS BLOCKING

AT ROOF TRUSS

PENETRATION

LOCATIONS PROVIDE

SELF-ADHERED AIR

BARRIER TRANSITION

MEMBRANE OR SPRAY

APPLIED FOAM

INSULATION TO

MAINTAIN CONTINUITY

OF AIR BARRIER

PREFINISHED METAL

SOFFIT PANELS

SUPPORTED ON 2-1/2

METAL STUD FRAMING @

16" O.C MAX W/ METAL GIRT

ATTACHMENT BELOW;

REFER TO STRUCT FOR

WIND LOAD

REQUIREMENTS AT SOFFIT

1' - 1 3/4"

BRICK VENEER

PRECAST CONCRETE BAND

SMOOTH FACE DECORATIVE

CMU VENEER

1' - 8" A.F.F.

RIGID INSULATION

CONT. FLUID APPLIED AIR BARRIER

8" CMU WALL

2-1/2" METAL FURRING W/BATT

INSULATION AND 5/8" GYPSUM

WALLBOARD INT FINISH

2" AIR GAP

3 5/8"

1" ALUMINUM

RETAIN CLIP

FINISH COVER

REGRIND BUMPER

CUSHION

1 1/16"

SCHEDULED WALL

US Army Corps of Engineers ®

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

R P

S O

F E

N G

E R

S L O

L E

P .O

O X

L O

L E

E N

T U

C K

A N

S I D

V B

R E

K A

C E

R T

D F

L S

U B

T A

SHEET OF

F O

R T

K N

O X

C H

D E

V E

L O

P M

E N

T C

E N

T E

P R

O J N

A-561

W A

L L D

E T

C T

O S

L O

S K

C T

O S

L O

S K

E V

E L A

Z Q

U E

214 439

3" = 1'-0"K5

CORNER GUARD (CG)

1 1/2" = 1'-0"K1

WALL CORNER GUARD (CG)

1 1/2" = 1'-0"A1

RECESSED FIRE EXTINGUISHER CABINET

3" = 1'-0"A9

TYP TOILET WAINSCOAT…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 21, 2024.