W912QR24R0006_Plans-0002.pdf

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24'

1+00

E: 1530643.46

N: 656694.83

Sta. 0+00.00

POB

Sta. 0+23.25

PC

S

ta. 0+49.48

P T

S

ta. 1+19.91

P C

S ta . 1

.5

P

T

CL ACCESS DRIVE

CL POV

CL MEP ENTRANCE EAST

CL MEP ENTRANCE WEST

1+00

E: 1530873.55

N: 656687.15

Sta. 0+00.00

POB

E: 1530873.55

N: 656857.21

Sta. 1+70.06

POE

1+00

E: 1530745.81

N: 656687.14

Sta. 0+00.00

POB

E: 1530745.81

N: 656820.96

Sta. 1+33.81

POE

E

.4

N

.8

S ta

.0

P O

B

E

.4

N

.8

S ta

.0

P O

E

E = 2.25'

T = 13.61'

L = 26.23'

R = 40.00'

E = 1530643.46

N = 656731.68

PI Sta. = 0+36.85

CURVE NO.1

E = 2.14'

T = 13.26'

L = 25.60'

R = 40.00'

E = 1530702.79

N = 656808.80

PI Sta. = 1+33.17

CURVE NO.2

T Y

P

.5

24'

24'

R

R

R

40'

R

TYP.

TYP.

TYP.

TYP.

T Y

P

.5

TYP.

9'

17 17

TYP.

INV = 813.81

INV = 813.88

TYPE: INFORMATION

TYPE: INFORMATION

8" PVC

8" PVC

8" PVC

INV = 816.19

INV = 814.88

R C

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1,530,498.97 E

656,708.62 N

1,530,687.18 E

656,836.14 N

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GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

1 SPOT COORDINATE, SEE SHEET CS601

CONTRACTOR WORK LIMITS

SEE DETAIL SHEET CS502.

FE6-TR-84 SECURITY FENCE,

SHEET CS505.

23. CARPOOL/VANPOOL PARKING SIGN, SEE DETAIL K15,

22. SATS PAD, SEE DETAIL A14, SHEET CS504.

CS501. DO NOT CONSTRUCT IF OPTION 5 IS EXERCISED.

21. NEW CONCRETE SIDEWALK, SEE DETAIL A10, SHEET

ARCHITECTURAL SHEETS FOR ADDITIONAL DETAILS.

20. OPTION 3 - NEW WASH RACK, SEE STRUCTURAL AND

CONCRETE PAVEMENT, SEE DETAIL A14, SHEET CS504.

SHEET CS504. OPTION 5 REPLACES GRAVEL WITH

19. MEP LOT. BASE BID IS GRAVEL PAVEMENT, SEE DETAIL M14,

BICYCLE SERVICE STATIONS, SEE SPECIFICATION 05 50 13.

18. NEW BIKE RACK, SEE DETAIL G15, SHEET CS505. NEW

SHEET CS505.

17. TRACKED VEHICLE REGULATORY SIGN, SEE DETAIL A7,

16. NO SMOKING SIGN, SEE DETAIL A1, SHEET CS505.

SHEET CS501.

15. BUILDING PERIMETER GRAVEL, SEE DETAIL E16,

14. NEW BOLLARD, SEE DETAIL A16, SHEET CS501.

13. NEW CONCRETE CURB AND GUTTER. MATCH EXISTING.

STRUCTURAL DRAWINGS FOR DETAILS.

12. OPTION 4 - NEW BI-LEVEL LOADING RAMP. SEE

SECTIONS OF THIS VOLUME.

11. TIE INTO PROJECTS SHOWN IN GENERAL AND ARC

K14, SHEET CS504 AND ARCHITECTURAL PLANS.

10. NEW DUMPSTER PAD AND ENCLOSURE, SEE DETAIL

9. NEW 4" WHITE PAVEMENT MARKING.

SHEET CS504.

8. NEW HANDICAP PARKING STALL, SEE DETAIL A1,

7. NEW WHEEL STOP, SEE DETAIL D1, SHEET CS501.

SHEET CS501. WIDTH PER PLAN DIMENSION.

6. NEW PLAIN CONCRETE SIDEWALK, SEE DETAIL A10,

SEE SHEET CS503.

5. NEW MANUAL SECURITY SWING GATE, FE6-84-DO-RA-30,

4. NEW PERSONNEL GATE, FE6-84-SO-RA-6, SEE SHEET CS503.

SHEET CS501.

3. NEW GRAVEL CLEAR ZONE, SEE DETAIL A1,

2. NEW ASPHALT PAVEMENT, SEE DETAIL G14, SHEET CS504.

SHEET CS504.

1. NEW PLAIN CONCRETE PAVEMENT, SEE DETAIL A14,

MEP LOT MUST NOT BE INSTALLED.

BETWEEN. IF OPTION 5 IS AWARDED, WHEEL STOPS AROUND

AT VERTICES OF MEP OUTLINE AND SPACED EVENLY

AND GRAVEL CLEAR ZONE. WHEEL STOPS MUST BE PLACED

TO PROVIDE CLEAR SEPARATION BETWEEN MEP GRAVEL

6. WHEEL STOPS MUST BE PLACED AROUND THE MEP LOT

5. SEE CG100 SERIES SHEETS FOR GRADING PLANS.

4. SEE CS200 SERIES SHEETS FOR ROAD PROFILES.

SEE GENERAL SHEET CS101 FOR COMBINED SITE FEATURES.3.

2. SPOT COORDINATES ARE TO THE EDGE OF PAVEMENT.

OTHERWISE NOTED.

ARE TO THE EDGE OF PAVEMENT. RADII ARE 5 FEET UNLESS

1. ALL DIMENSIONS ARE IN U.S. SURVEY FEET. DIMENSIONS

FOR DETAILS.

PV ARRAY, SEE ELECTRICAL PLANS

OPTION 6 - PARKING SHADE MOUNTED

SHEET CS505.

GROUNDING POINT, SEE DETAIL G1, GP

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A1

SCALE: 1"=20'

SITE PLAN

NORTH

PLAN

20' 40'0

MATCH LINE SEE SHEET CS105 MATCH LINE SEE SHEET CS106

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GRADE

FINISHED

12-GAUGE STEEL

1 3/4" SQ.

A13

SCALE: NTS

YIELD TO PEDESTRIANS SIGN

AND WASHERS

BOLT WITH HEX NUT

GAUGE STEEL

1 3/4" SQ. 12-

MFR'S STND

MFR'S STND

G15

BICYCLE RACK

SCALE: NTS

NOTE:

4. 1/2" STAILNLESS STEEL WEDGE ANCHORS.

3. 3/8" PLATE, GALVANIZED.

PER SPEC SECTION 32 11 23

6" AGGREGATE BASE COURSE

GALVANIZED BY MFG, 2 SPACES

2. 2 3/8", 9-GAUGE, SCH. 40 PIPE,

BASE COURSE (4' - 0" x MFR'S STND + 2' - 0")

1. 4" CONCRETE SLAB OVER 6" AGGREGATE

SCALE: NTS

NO SMOKING SIGN

A1 or air intake open window entrance, exit, feet of any Within 50

FINISHED GRADE

BLACK CIGARETTE

PICTOGRAPH OVER

RED "NO SMOKING"

BLACK LETTERING

WHITE BACKGROUND

RED BORDER

DETAIL A17, THIS SHEET

SEE BREAK AWAY

NOTES:

BALANCED APPEARANCE.

NUMERALS SHALL PROVIDE A

SPACING BETWEEN LETTERS AND

3. THE ALPHABETS AND LATERAL

USAGE.

ALUMINUM. SUITABLE FOR OUTDOOR

2. SIGN SHALL BE 0.040" COIL COATED

STANDARDS.

TO ASTM D 1593, OSHA, AND ANSI

CONSTRUCTION SHALL CONFORM

1. SIGN MATERIAL, COLOR, AND

SCALE: NTS

TRACKED VEHICLE SIGN

A7

FINISHED GRADE

BLACK LETTERING

WHITE BACKGROUND

BLACK BORDER

DETAIL A17, THIS SHEET

SEE BREAK AWAY

NOTES:

BALANCED APPEARANCE.

NUMERALS SHALL PROVIDE A

SPACING BETWEEN LETTERS AND

3. THE ALPHABETS AND LATERAL

USAGE.

ALUMINUM. SUITABLE FOR OUTDOOR

2. SIGN SHALL BE 0.040" COIL COATED

STANDARDS.

TO ASTM D 1593, OSHA, AND ANSI

CONSTRUCTION SHALL CONFORM

1. SIGN MATERIAL, COLOR, AND

30"

OPERATING ON PAVEMENT

SHORING WHEN

MUST USE

TRACKED VEHICLES

A17

SCALE: NTS

BREAK-AWAY DETAIL

GRADE

FINISHED

BLACK LETTERING

YELLOW BACKGROUND

BLACK BORDER

DETAIL A17, THIS SHEET

SEE BREAK AWAY

NOTES:

A BALANCED APPEARANCE.

AND NUMERALS SHALL PROVIDE

SPACING BETWEEN LETTERS

3. THE ALPHABETS AND LATERAL

FOR OUTDOOR USAGE.

COATED ALUMINUM. SUITABLE

2. SIGN SHALL BE 0.040" COIL

OSHA, AND ANSI STANDARDS.

CONFORM TO ASTM D 1593,

CONSTRUCTION SHALL AND

1. SIGN MATERIAL, COLOR,

AHEAD

PEDESTRIANS

YIELD TO

24"

AA

B

B

PAVEMENT RECESS PLAN

SECTION A

SECTION B

6" MAX.

ANCHOR

ANCHOR

EDGES ROUNDED

BELOW PAVEMENT

RECESS ANCHOR BOLTS

COMPRESSED ON ROD

COPPER SLEEVE

CLAD STEEL

3/4" x 10' COPPER. COPPER

/2 " A P

P R

O X

/4

NOTE:

= 3/4"R

3/ 4"

R

1 1/ 2"

APPOX. R = 3 1/4"

3. ANCHORS ARE NOT DESIGNED AS THRUST ANCHORS.

INSTALLATION.

OF GROUNDING POINT TO AVOID DAMAGE TO HOOK DURING

2. USE SHEPHERDS HOOK INSTALLATION TOOL FOR INSTALLATION

6" THICK CONCRETE COLLAR.

GROUNDING POINTS MUST BE PLACED IN A 2' DIAMETER,

GROUNDING POINTS INSTALLED IN GRAVEL PAVEMENT,

DISCONTINUITIES TO AVOID PAVEMENT CRACKING. WHEN

FROM PAVEMENT EDGES, JOINTS, OR OTHER CONCRETE

1. IN RIGID PAVEMENT, ENSURE GROUND POINTS ARE 2' MIN.

G1

NTS

GROUNDING POINT DETAIL

ONLY

PARKING

VANPOOL

CARPOOL/

GRADE

FINISHED

DETAIL A17, THIS SHEET

SEE BREAK AWAY

NOTES:

A BALANCED APPEARANCE.

AND NUMERALS SHALL PROVIDE

SPACING BETWEEN LETTERS

3. THE ALPHABETS AND LATERAL

FOR OUTDOOR USAGE.

COATED ALUMINUM. SUITABLE

2. SIGN SHALL BE 0.040" COIL

OSHA, AND ANSI STANDARDS.

CONFORM TO ASTM D 1593,

CONSTRUCTION SHALL AND

1. SIGN MATERIAL, COLOR,

12"

K15

CARPOOL/VANPOOL PARKING SIGN

SCALE: NTS

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FINISHED FLOOR

FRAME TYPE A

HOLLOW METAL

FRAME TYPE B

HOLLOW METAL

FRAME TYPE C

ALUMINUM STOREFRONT

SEE SCHEDULE

2"

2"

SEE SCHEDULE

2"

2"

2" 1' - 10" 2"

FRAME TYPE D

ALUMINUM STOREFRONT

GL-1

2"

2"

2" 1' - 10" 2"

GL-2

GL-2

SEE SCHEDULE

SEE SCHEDULE

GL-1

H7D7 H7D7

FINISHED FLOOR

DOOR TYPE N

(NARROW GLAZING)

DOOR TYPE F DOOR TYPE FG

(FULL GLAZING)

DOOR TYPE OC-2

OVERHEAD COILING

(GL-5)

SEE SCHEDULE

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7" 4"

4" 4"

16' - 0"

DOOR TYPE OC-1

OVERHEAD COILING

(GL-5)

24' - 0"

DOOR TYPE HG

(HALF GLAZING)

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SEE SCHEDULE

6" 6"

GL-2

GL-1/

GL-2

GL-2/

GL-4

1. ALL EXTERIOR DOORS SHALL BE INSULATED STEEL, U.N.O.

2. REFERENCE INTERIOR DESIGN DRAWINGS FOR DOOR AND FRAME FINISH

INFORMATION.

3. REFERENCE SPEC SECTION 08 11 13 STEEL DOORS AND FRAMES FOR FURTHER

INFORMATION REGARDING STEEL DOOR AND FRAME REQUIREMENTS.

4. REFERENCE SPEC SECTION 08 14 00 WOOD DOORS FOR FURTHER INFORMATION

REGARDING WOOD DOOR REQUIREMENTS.

5. REFERENCE SPEC SECTION 08 33 23 OVERHEAD COILING DOORS FOR FURTHER

INFORMATION REGARDING OVERHEAD COILING DOOR REQUIREMENTS.

6. REFERENCE SPEC SECTION 08 41 13 ALUMINUM FRAMED ENTRANCES AND

STOREFRONTS FOR FURTHER INFORMATION REGARDING ALUMINUM FRAMED

ENTRANCES AND STOREFRONTS.

8. REFERENCE SPEC SECTION 08 71 00 DOOR HARDWARE FOR FURTHER

INFORMATION REGARDING DOOR HARDWARE REQUIREMENTS.

GENERAL NOTES - DOORS

1. REFERENCE SPEC SECTION 08 81 00 GLAZING FOR FURTHER INFORMATION

REGARDING GLAZING REQUIREMENTS.

2. REFER TO DOOR/FRAME SCHEDULE FOR GLAZING TYPE IN DOORS AND FRAMES.

3. GLAZING TYPE SHALL BE TEMPERED (SAFETY) GLAZING AT THE FOLLOWING

LOCATIONS. LOCATIONS HAVE BEEN DENOTED ON THE WINDOW, DOOR AND FRAME

TYPES DRAWINGS.

A. ALL GLAZED DOORS

B. DOOR SIDELITES LOCATED 24" OR LESS OF VERTICAL EDGE OF THE DOOR IN

THE CLOSED POSITION.

C. ALL WINDOWS WHERE BOTTOM EDGE OF GLAZING IS LESS THAN 18" ABOVE

FLOOR AND TOP EDGE OF GLAZING IS GREATER THAN 36" ABOVE THE FLOOR.

GENERAL NOTES - GLAZING

TEMPERED (SAFETY) GLAZING

LEGEND - GLAZING

US Army Corps of Engineers ®

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NO.

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FIRE

RATING GLAZING

FRAME

HDW SET COMMENTS:TYPE

SINGLE/P

AIR

SIZE

MATERIAL FINISH TYPE MATERIAL FINISH

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

001 FG SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS ALUM ANOD - GL-1 D INS ALUM ANOD K1/A-612 E1/A-612 A1/A-612 AMSA-HW-7

001A FG SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS ALUM ANOD - GL-2 C INS ALUM ANOD A7/A-613 H7/D7/A-613 L7/A-613 AMSA-HW-4

002 N SINGLE 3' - 6" 7' - 0" 0' - 1 3/4" INS MTL PNT 45 MIN GL-4 B INS MTL PNT L2/A-613 H2/A-613 - AMSA-HW-8

100 F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT D2/A-613 A2/A-613 - AMSA-HW-1

100A N SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - GL-2 A HM PNT D2/A-613 A2/A-613 - AMSA-HW-1

101 F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT D2/A-613 A2/A-613 - AMSA-HW-1

101A N SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - GL-2 A HM PNT D2/A-613 A2/A-613 - AMSA-HW-1

101B F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT D2/A-613 A2/A-613 - AMSA-HW-1

102 N SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - GL-2 A HM PNT D2/A-613 A2/A-613 - AMSA-HW-1

103 F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT D2/A-613 A2/A-613 - AMSA-HW-2

104 F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT D2/A-613 A2/A-613 - AMSA-HW-13

104A - SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT H12/A-613 L12/A-613 - - CASED OPENING

105 F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT D2/A-613 A2/A-613 - AMSA-HW-2

106 F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT D2/A-613 A2/A-613 - AMSA-HW-13

106A - SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT H12/A-613 L12/A-613 - - CASED OPENING

107A N SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - GL-2 A INS MTL PNT - - - AMSA-HW-5

107B N SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - GL-2 A INS MTL PNT - - - AMSA-HW-5

107C F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT 45 MIN - B INS MTL PNT L2/A-613 H2/A-613 - AMSA-HW-9

108A OC-1 - 24' - 0" 16' - 0" 0' - 2" MFR PNT - GL-5 - MFR PNT K14/A-612 E14/A-612 A14/A-613 AMSA-HW-14 INSULATED DOOR AND FRAME. PROVIDE POLYCARBONATE VIEWING PANES

108B OC-1 - 24' - 0" 16' - 0" 0' - 2" MFR PNT - GL-5 - MFR PNT K14/A-612 E14/A-612 A14/A-613 AMSA-HW-14 INSULATED DOOR AND FRAME. PROVIDE POLYCARBONATE VIEWING PANES

108C OC-2 - 16' - 0" 16' - 0" 0' - 2" MFR PNT - GL-5 - MFR PNT K14/A-612 E14/A-612 A14/A-613 AMSA-HW-14 INSULATED DOOR AND FRAME. PROVIDE POLYCARBONATE VIEWING PANES

108D OC-2 - 16' - 0" 16' - 0" 0' - 2" MFR PNT - GL-5 - MFR PNT K14/A-612 E14/A-612 A14/A-613 AMSA-HW-14 INSULATED DOOR AND FRAME. PROVIDE POLYCARBONATE VIEWING PANES

108E OC-1 - 24' - 0" 16' - 0" 0' - 2" MFR PNT - GL-5 - MFR PNT K14/A-612 E14/A-612 A14/A-613 AMSA-HW-14 INSULATED DOOR AND FRAME. PROVIDE POLYCARBONATE VIEWING PANES

108F OC-1 - 24' - 0" 16' - 0" 0' - 2" MFR PNT - GL-5 - MFR PNT K14/A-612 E14/A-612 A14/A-613 AMSA-HW-14 INSULATED DOOR AND FRAME. PROVIDE POLYCARBONATE VIEWING PANES

109A N SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - GL-2 A INS MTL PNT - - - AMSA-HW-5

109B N SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - GL-2 A INS MTL PNT - - - AMSA-HW-5

110A HG PAIR 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - GL-2 B INS MTL PNT L2/A-613 H2/A-613 - AMSA-HW-11

110B F PAIR 6' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - - A INS MTL PNT K8/A-612 E8/A-612 A8/A-613 AMSA-HW-10

113 F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - - A INS MTL PNT K8/A-612 E8/A-612 A8/A-613 AMSA-HW-5

114 F PAIR 6' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - - A INS MTL PNT K8/A-612 E8/A-612 A8/A-613 AMSA-HW-10

115 F PAIR 6' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - - A INS MTL PNT K8/A-612 E8/A-612 A8/A-613 AMSA-HW-10

115A F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT 90 MIN - B INS MTL PNT L2/A-613 H2/A-613 - AMSA-HW-12

116 F PAIR 6' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - - A INS MTL PNT K8/A-612 E8/A-612 A8/A-613 AMSA-HW-10

116A F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT 45 MIN - B INS MTL PNT L2/A-613 H2/A-613 - AMSA-HW-12

117 F PAIR 6' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - - A INS MTL PNT K8/A-612 E8/A-612 A8/A-613 AMSA-HW-10

1/4" = 1'-0"

FRAME TYPES

1/4" = 1'-0"

DOOR TYPES

GLAZING TYPES

TYPE DESCRIPTION

GL-1 EXTERIOR INSULATED GLASS

GL-2 CLEAR GLASS

GL-3 INSULATED TRANSLUCENT FIBERGLASS PANELS SANDWICH PANEL

WINDOW-WALL SYSTEM

GL-4 FIRE RATED GLASS

GL-5 MFR STANDARD INSULATED VISION PANELS

0 4'2' 8'

0 4'2' 8'

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

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0' - 0 1/2"

0' - 11"

INSULATED PRECAST CONCRETE

WALL PANEL WITH 3" RIGID

INSULATION (R-15 MIN) (X1)

BACKER ROD AND SEALANT

DRIP EDGE

CONTINUOUS PRESSURE TREATED

WOOD SHIM

PRECAST CONCRETE BEYOND

ALUMINUM STOREFRONT

ENTRANCE SYSTEM (X2)

INSULATED PRECAST CONCRETE

WALL PANEL WITH 3" RIGID

INSULATION (R-15 MIN) (X1)

BACKER ROD AND SEALANT

CONTINUOUS PRESSURE TREATED

WOOD SHIM

ALUMINUM STOREFRONT

ENTRANCE SYSTEM (X2)

11"

BACKER ROD AND SEALANT

COMPRESSABLE FILLER WITH

BACKER ROD AND SEALANT

ALUMINUM THRESHOLD,

GROUT FILLED SET IN BED OF

SEALANT

DOOR AS SCHEDULED,

GASKET OR SEAL FOR

EXT. CONDITION

EXPANSION ANCHORS

CONCRETE APRON,

SEE CIVIL CONCRETE FLOOR SLAB,

SEE STRUCTURAL

ALUMINUM STOREFRONT

ENTRANCE SYSTEM (X2)

INSULATED PRECAST

CONCRETE WALL PANEL

WITH 3" RIGID INSULATION

(R-15 MIN) (X1) BEYOND

COMPRESSABLE FILLER

WITH BACKER ROD AND

SEALANT

ALUMINUM THRESHOLD,

GROUT FILLED SET IN BED OF

SEALANT

INSULATED METAL

DOOR AND FRAME (X4)

EXPANSION ANCHORS

CONCRETE

APRON, SEE CIVIL CONCRETE FLOOR SLAB,

SEE STRUCTURAL

HOLLOW METAL FRAMEINSULATED PRECAST

CONCRETE WALL

PANEL WITH 3" RIGID

INSULATION (R-15

MIN) (X1)

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

/2

0' - 0 1/2"

0' - 11"

INSULATED PRECAST CONCRETE

WALL PANEL WITH 3" RIGID

INSULATION (R-15 MIN) (X1)

DRIP EDGE

CONTINUOUS PRESSURE TREATED

WOOD SHIM

PRECAST CONCRETE

BEYOND

INSULATED METAL DOOR

AND FRAME (X4)

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

0" 11"

INSULATED PRECAST CONCRETE

WALL PANEL WITH 3" RIGID

INSULATION (R-15 MIN) (X1)

BACKER ROD AND SEALANT

CONTINUOUS PRESSURE TREATED

WOOD SHIM

INSULATED METAL DOOR

AND FRAME (X4)

INSULATED OVERHEAD COILING

DOOR STEEL ANGLE DOOR

GUIDE FASTEN TO WALL

PER MANUF.

RECOMMENDATIONS

EMBEDDED STEEL ANGLE,

SEE STRUCTURAL

COMPRESSABLE

FILLER WITH BACKER

ROD AND SEALANT

CONCRETE FLOOR SLAB,

SEE STRUCTURAL

/2

SLOPE

CONTINOUS SEALANT ALL

SIDES

BREAK METAL TRIM

PANEL CLOSURE

HSS STEEL TUBE - SEE

STRUCTURAL

OVERHEAD INSULATED COILING

DOOR HOOD AND STEEL ANGLE

DOOR GUIDE FASTENED TO WALL

PER MANUFACTURER'S

RECOMMENDATIONS

INSULATED COILING OVERHEAD

DOOR WITH

WEATHERSTRIPPING ON ALL

SIDES

INSULATED OVERHEAD

COILING DOOR STEEL ANGLE

DOOR GUIDE FASTEN TO HSS

STEEL COLUMN- REFER TO

STRUCTURAL

6"

INSULATED OVERHEAD

COILING DOOR WITH

WEATHERSTRIPPING ON ALL

SIDES

BREAK METAL TRIM

COLD FORM METAL STUD FRAMING

BACKER ROD AND

SEALANT

3" (R-19 MIN.) INSULATED METAL

PANEL (X5)

6" CONC. STEM WALL TO 6" A.F.F.

5"

US Army Corps of Engineers ®

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3" = 1'-0" K1

HEAD - EXT. STOREFRONT ASSEMBLY FRAME

3" = 1'-0" E1

JAMB - EXT. STOREFRONT DOOR FRAME

3" = 1'-0" A1

SILL - EXT. STOREFRONT DOOR FRAME

3" = 1'-0"

A8

SILL - EXT. HOLLOW METAL DOOR FRAME

3" = 1'-0" K8

HEAD - EXT. HOLLOW METAL DOOR FRAME

3" = 1'-0" E8

JAMB - EXT. HOLLOW METAL DOOR FRAME

3" = 1'-0" A14

SILL - EXT. OH COILING DOOR

3" = 1'-0" K14

HEAD - EXT. OH COILING DOOR

3" = 1'-0" E14

JAMB - EXT. OH COILING DOOR

0 0.125' 0.25' 0.5' 0.75'

0 0.125' 0.25' 0.5' 0.75'

0 0.125' 0.25' 0.5' 0.75'

0 0.125' 0.25' 0.5' 0.75'

0 0.125' 0.25' 0.5' 0.75'

0 0.125' 0.25' 0.5' 0.75'

0 0.125' 0.25' 0.5' 0.75'

0 0.125' 0.25' 0.5' 0.75'

0 0.125' 0.25' 0.5' 0.75'

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FX401

A3

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2.8

4.4

8.9

MECHANICAL

REPAIR BAY

EQUIP. ALCOVE

109A

SHOP OFFICE

(AMSA)

W RR

(OMS) OFFICE

101B

CONTROL WASTE

STORAGE

(OMS) OFFICE

101A

BATTERY ROOM

107A

CORRIDOR

SAFETY AISLE

705th CO TOOL

AND PARTS AREA

109B

ELECTRICAL

FLAMMABLE

STORAGE

TOOLS AND PART

DELIVERY AREA

109F

FLUID

DISTRIBUTION

CLASS/BREAK

ROOM

TR

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VEST.

(AMSA) OFFICE

100A

Fire Protection Hazard Legend

Light Hazard

Ordinary Hazard

Extra Hazard

Storage

SHOP OFFICE

(OMS)

SHOWER/LOCKER

106A

JAN

SHOWER/

LOCKER

104A

452nd CO TOOL

AND PARTS AREA

109C

(AMSA) TOOLS

AND PARTS

STORAGE

109E

A B C D E F G H J K L

SAT CANOPY

SATS

1. THE BUILDING SHALL BE FULLY SPRINKLERED. THE SPRINKLER SYSTEM

SHALL BE SUPPLED FROM A 6" SPRINKLER SERVICE LINE WHICH RUNS

FROM THE FIRE PUMP ON THE SITE. SPRINKLER SYSTEM SHALL BE INSTALLED IN

ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13, NFPA 24, NFPA-20,

CONTRACT DRAWINGS AND CONTRACT SPECIFICATION INCLUDING, BUT NOT

LIMITED TO, SPECIFICATION SECTION 21 13 13 AND SECTION 21 30 00.

2. THE SPRINKLER SYSTEM SHALL BE DESIGNED FOR LIGHT HAZARD, ORDINARY

HAZARD, AND EXTRA HAZARD OCCUPANCIES.

THE HAZARD CLASSIFICATION SHALL HAVE THE FOLLOWING REQUIREMENTS:

LIGHT HAZARD OCCUPANCY WITH A DENSITY OF 0.10 GPM/SF AND A

DESIGN AREA OF 1,500 SF. HOSE STREAM DEMAND IS 250 GPM, MINIMUM

K-5.6, AND THE DURATION SUPPLY IS 60 MINUTES FOR CEILING HEIGHT UP TO

30FT.

ORDINARY HAZARD OCCUPANCY WITH A DENSITY OF 0.20 GPM/SF AND A

DESIGN AREA OF 3250 SF (2,500 SF x 1.3). HOSE STREAM DEMAND IS 250 GPM, MINIMUM K-8.0, AND THE DURATION SUPPLY IS 60 MINUTES FOR CEILING HEIGHT

UP TO 30FT, AND K-11.2 FOR CEILING HEIGHT OF 30-45 FT.

EXTRA HAZARD OCCUPANCY WITH A DENSITY OF 0.30 GPM/SF AND A

DESIGN AREA OF 3250 SF (2,500 SF x 1.3). HOSE STREAM DEMAND IS 500 GPM, MINIMUM K-11.2, AND THE DURATION SUPPLY IS 90 MINUTES FOR CEILING HEIGHT

UP TO 30FT.

STORAGE HAZARD OCCUPANCY WITH CMDA BASED ON NFPA 13-2022, 21.3.3.

STORAGE HAZARD OCCUPANCY DESIGN SHALL BE BASED ON THE FOLLOWING:

1. GROUP A PLASTIC, EXPOSED, NONEXPANDED, STABLE.

2. CEILING SLOPE: < 2:12

3. MAXIMUM BUILDING HEIGHT: 10'

4. MAXIMUM STORAGE HEIGHT: 10'

5. CLEARANCE TO CEILING: 6"

STORAGE DESIGN SHALL BE BASED ON THE FOLLOWING:

1. SHELF STORAGE

2. SINGLE-ROW

3. GROUP A PLASTICS, NONEXPANDED, EXPOSED, STABLE.

4. AISLES 4'

QUICK RESPONSE SPRINKLERS IAW NFPA 13 REQUIREMENTS LIMITED TO WET

PIPE SYSTEMS. DESIGN AREA REDUCTIONS ARE NOT ALLOWED.

SIDE WALL, DRY BARRELL, EXTENDED COVERAGE SPRINKLERS IAW NFPA 13

REQUIREMENTS, LIMITED TO CANOPY AREA.

IF THE REMOTE DESIGN AREA IS LESS THAN THE REQUIRED REMOTE DESIGN

AREA, AND THE ADJACENT AREA HAS A LOWER OCCUPANCY HAZARD

SEPARATED BY A FIRE BARRIER, THEN THE ADDITIONAL FLOW AS REQUIRED BY

NFPA 13, SECTION 28.2.4 SHALL BE BASED ON THE FLOW DENSITY OF THE LOW

OCCUPANCY HAZARD.

3. THE CONTRACTOR SHALL DESIGN HYDRAULICALLY AN AUTOMATIC WET PIPE

SPRINKLER SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13,

CONTRACT DRAWINGS AND CONTRACT SPECIFICATION SECTION 21 13 13 AND

SECTION 21 30 00. THE CONTRACTOR IS RESPONSIBLE FOR THE ENTIRE DESIGN

OF THE SPRINKLER SYSTEM. SPRINKLERS SHALL BE INSTALLED IN ALL SPACES

REQUIRED TO BE PROTECTED BY NFPA 13. THE SYSTEM DESIGN SHALL BE

BASED ON THE FOLLOWING:

a. FOR BIDDING PURPOSES: WATER DISTRIBUTION SYSTEM WITH A STATIC

PRESSURE OF 58 PSIG AND RESIDUAL PRESSURE OF 53 PSIG WITH A FLOW OF

1021 GPM. THE GAGE HYDRANT IS LOCATED ON SHERWOOD ST, AND THE FLOW

HYDRANT IS LOCATED ON COMMUNICATIONS BLVD.

b. WATER UTILITY DISTRIBUTION LOOP WILL BE PROVIDED BY WATER UTILITY CO, AMERICAN WATER.

c. ASSUME FIRE PUMP RATED FOR 1,500 GPM AND 146 PSI FOR BID PURPOSES.

d. HYDRAULIC DESIGN MUST INCLUDE ACTUAL WATER LOOP AND FIRE PUMP

CHARACTERISTICS. CONTRACTOR MUST COORDINATE WITH AMERICAN WATER.

e. THE CONTRACTOR SHALL PERFORM A FLOW TEST, WITNESSED BY THE QFPE, TO

VERIFY THE WATER FLOW INFORMATION (SEE SPECIFICATION 21 13 13) AND

NOTIFY THE GOVERNMENT IF THE RESULT IS DIFFERENT. FLOW TEST MUST

OCCUR AFTER INSTALLATION OF WATER MAIN LOOP AROUND FACILITY IS

COMPLETE. FLOW TEST MUST BE PERFORMED UTILIZING HYDRANTS LOCATED

ON WATER MAIN LOOP AROUND FACILITY.

4. FIRE PROTECTION SYSTEM PIPING, AND FITTINGS SIZES SHOWN ON THESE

DRAWINGS ARE FOR ESTIMATING AND LOCATION PURPOSES ONLY AND SHOULD

NOT BE CONSIDERED AS REQUIREMENTS UNDER THIS CONTRACT. EXPOSED

PIPING SHALL BE PROHIBITED IN ADMINISTRATIVE AREAS. THE CONTRACTOR

SHALL COORDINATE SPRINKLER HEAD LOCATIONS WITH OTHER TRADES TO

AVOID FLOW OBSTRUCTION CONFLICTS. FOR LOCATIONS OF SOFFITS AND

CEILING SPACES, SEE ARCHITECTURAL DRAWINGS.

5. FOR FIRE PROTECTION SYSTEM DETAILS AND SCHEDULES, SEE

SHEET FX401.

6. IN ALL TR (TELECOMMUNICATIONS ROOMS), INSTALL SIDE WALL HEAD WITH

WIRE CAGES OVER SPRINKLER HEADS. IN ELECTRICAL AND MECHANICAL

ROOMS, SPRINKLERS SHALL HAVE WIRE CAGES.

7. FIRE SPRINKLER CONTRACTOR AND FIRE ALARM CONTRACTOR SHALL

COORDINATE WORK TO ASSURE A COMPLETE MONITORED AND WORKING

SYSTEM.

8. ALL OVERHEAD PIPING SHALL BE PROPERLY SUPPORTED FROM

BUILDING STRUCTURE IN ACCORDANCE WITH REQUIREMENTS OF NFPA 13.

9. ALL SYSTEM CONTROL VALVES SHALL BE ELECTRONICALLY

SUPERVISED TO THEIR NORMAL POSITION.

10. EQUIPMENT (PIPING, DUCTWORK, MACHINERY, ETC) THAT DOES

NOT SERVE THE TR(S) SHALL NOT BE INSTALLED ABOVE OR IN THESE IT SPACES

NOR WILL THIS EQUIPMENT PASS THROUGH OR ENTER THE TR(S).

11. HAZARD OCCUPANCY LEGENDS ARE SHOWN ON FIRE PROTECTION PLAN.

12. PROVIDE THRUST BLOCKING AS REQUIRED. THRUST BLOCKING SHALL BE SIZED

IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 24.

13. SPRINKLER HEADS IN ACOUSTICAL TILE CEILINGS SHALL BE INSTALLED IN THE

CENTER OF THE TILE. FLEXIBLE SPRINKLER CONNECTIONS SHALL NOT BE

ALLOWED ON THIS PROJECT.

14. IN THE MAINTENANCE BAYS, NO SPRINKLERS OR FIRE PROTECTION PIPING

SHALL BE INSTALLED BELOW 30'-4" AFF TO AVOID CONFLICT WITH CRANE. SEE

STRUCTURAL DRAWINGS FOR CRANE INFORMATION.

15. THE INSPECTOR TEST CONNECTION SHALL BE INSTALLED AT THE RISER.

GENERAL DESIGN NOTES

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FIRE PROTECTION PLAN

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MECHANICAL

7 5

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4"ø

3 4

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2"ø

1 1/2"ø

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A M

S A

P

N

P

A R

C

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T O

B E

R

J M

A C

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IL

L A

N

C

U s e rs

\H E

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P

M

FX401

E N

L A

R G

E D

P L A

N

S E

C T

IO

N

A

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I S

O M

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IC

V

IE

W

J G re e n w e ll

J G re e n w e ll

C G re e n w e ll

AMSA

1/2" = 1'-0"A3

ENLARGED FIRE PROTECTION RISER

H12

FIRE PROTECTION RISER ISOMETRIC

KEY NOTES

1 6" FIRE SERVICE ENTRANCE. SEE CONTINUATION ON

SHEET CU-101.

2 PIPE SLEEVE.

3 FLANGE, MINIMUM 1' AFF.

4 BUTTERFLY VALVE, SUPERVISED.

5 MAIN DRAIN TO EXTERIOR WITH SPLASH BLOCK

6 FLOW SWITCH.

7 FIRE DEPARTMENT CONNECTION.

8 CHECK VALVE.

9 6" SINGLE EXTENDED 90 DEGREE FITTING OF

FABRICATED 304 STAINLESS STEEL TUBING. MAXIMUM

WORKING PRESSURE OF 175 PSI. PIPE MUST ENTER

AND LEAVE THE BUILDING BELOW GRADE WITH A

CONTINUOUS SECTION OF WELDED STAINLESS STEEL

FIRE WATER SERVICE PIPING FROM A POINT OUTSIDE

THE BUILDING PERIMETER TO A FLANGED FITTING

LOCATED AT LEAST 1 FT. ABOVE FINISHED FLOOR

WITHIN THE BUILDING.

10 CONTROL VALVE.

11 COMBINATION RELIEF AND TEST DRAIN VALVE.

12 INSPECTOR DRAIN CONNECTED TO MAIN DRAIN TO

EXTERIOR.

13 CHECK VALVE WITH MAIN DRAIN.

1/2" = 1'-0"A12

FIRE PROTECTION RISER ELEVATION

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

D

E C

W

2Q R

R

_P la ns -0

OS OS

OS

A-201 A1

A-201 F1

A-201 H1

A-201 D11L10

A-301

L1

A-301

STAGING

STORAGE

100B

STORAGE

100C

STORAGE

100A

71' - 0"

1 2 3 4

B

A

C

21' - 10" 22' - 3" 25' - 0"

DS DS DS

B

C

D

100A

25' - 6" 5' - 0" 12' - 0"

5' - 6" 5' - 6"

FENCE PARTITION

FENCE PARTITION

A-501

H1

A-501 A6A6

PALLET RACK (108"

x 48" x 96" ), TYP.

PALLET RACK (108"

x 48" x 96" ), TYP.

FEB

A-201 A1

A-201 F1

A-201 H1

A-201 D11

1 2 3 4

B

A

C

EXP

1. REFERENCE ELEVATION 0'-0" = 825'-0" ABOVE

MEAN SEA LEVEL, COORDINATE WITH CIVIL

DRAWINGS.

2. SEE SHEET A-001 FOR STANDARD INFORMATION,

INCLUDING ABBREVIATIONS, LEGENDS, AND

SYMBOLS.

3. DIMENSIONS ARE FACE OF METAL PANEL OR

CENTER LINE OF COLUMN GRIDS.

4. ALL NOTES AND DETAILS DRAWN AS TYPICAL

SHALL BE APPLICABLE TO ALL SIMILAR

CONDITIONS, UNLESS NOTED OTHERWISE.

5. REFER TO STRUCTURAL DRAWINGS TO LOCATE

COLUMN GRIDS.

GENERAL NOTES - FLOOR PLANS

1. CURBS, FLASHING & MOUNTING SHALL BE PER

THE ROOF MANUFACTURER.

2. CONTRACTOR TO COORDINATE PENETRATIONS

WITH MEP FOR EXACT LOCATION & SIZE OF ROOF

PENETRATIONS.

GENERAL NOTES - ROOF PLAN

A

DS

X X

X

ROOM NUMBER

DOOR SYMBOL

FIRE EXTINGUISHER BRACKET

COLUMN CENTERLINE

FLOOR DRAIN

DOWNSPOUT

ARCHITECTURAL LEGEND - SYMBOLS

Room

Rm_Occupancy

FD

FEB

LED LIGHT FIXTURE

EXPOSED STRUCTURAL TO BE

PAINTED, SEE FINISH SCHEDULE

EXP

CEILING LEGEND

L10

A-301

L1

A-301

/2

/2

PREFINISHED METAL

GUTTER AND DOWNSPOUT

TO CONCRETE SPLASH

BLOCK (X4)

4" INSULATED METAL ROOF

PANEL (R-19 MIN) (X2)

3" INSULATED METAL WALL

PANEL (R-16 MIN.)(X1)

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

C E

R T

IF

IE

D F

IN

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L A

C E

L O

U

IS

V

IL

L E

K

Y

W R

IG

H

T P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H

A R

E A

M A

IN

T

E N

A N

C E

S U

P P

O R

T A

C T

IV

IT

Y A

R M

Y R

E S

E R

V E

C E

N T

E R

F Y

P

N P

A M

S A

P

N

P

A R

C

O C

T O

B E

R

J M

A C

M

IL

L A

N

C

U s e rs

\H E

D D

J S

M \D o c u m e n ts

\4 R e v it A

U

H S

H

E

D D

J S

M .r v t

/8 /2

:2

:5

P

M

A-110

F L O

O R

P L A

N

R O

O F

P L A

N

A N

D R

C P

D B

A N

J A

N O

V

IC

B H

O O

E

J H

E N

R Y

ARC-UHS

1/8" = 1'-0"A-201

D1 UHS FLOOR PLAN

1/8" = 1'-0"A-201

A6 UHS REFLECTED CEILING PLAN

1/8" = 1'-0"A-201

A1 UHS ROOF PLAN

A-110

A-110 A-110

0 8'4' 16'

0 8'4' 16' 0 8'4' 16'

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

D

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W

2Q R

R

_P la ns -0