AMD 0002 21R1321 Rev DWGS.pdf

ROAD 3

R O

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L15

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ROAD 8

CS103

D E P A R

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50946

ISAAC A.

McCULLOUGH

KEY PLAN

NOT TO SCALE

PLAN

NORTH

SCALE:

SITE PLAN 1

CS1031:500

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN METERS UNLESS

OTHERWISE NOTED.

LEGEND:

BUILDING FOOTPRINT

EXISTING HMA PAVEMENT

EXISTING PCC SIDEWALK/PAVEMENT

PCC SIDEWALK PAVEMENT

PCC PAVER FIRE LANE

PLAN

NORTH

NOTES:

1. EXISTING SITE FEATURES ARE CONCEPTUAL. THE EXISTING

SITE FEATURES ARE BASED UPON THE FINAL DESIGN FOR

PROJECT J-001B.

2. VERIFY LOCATION AND INVERT OF EXISTING UTILITIES PRIOR

TO CONSTRUCTION.

3. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE

FEATURES MUST REMAIN. PROTECT EXISTING FEATURES TO

REMAIN.

NOTES:

1. EXISTING SITE FEATURES ARE CONCEPTUAL. THE EXISTING

SITE FEATURES ARE BASED UPON THE FINAL DESIGN FOR

PROJECT J-001B.

2. VERIFY LOCATION AND INVERT OF EXISTING UTILITIES PRIOR

TO CONSTRUCTION.

3. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE

FEATURES MUST REMAIN. PROTECT EXISTING FEATURES TO

REMAIN.

4. FOR POINT NUMBERS (PN#) DESCRIPTION AND COORDINATE

SEE SHEET CS602.

CS103

PAVILION

UTILITY BLDG

(FEE=139.000)

BBQ

PAVILIONS

BOQ B BLDG

(FFE=140.000)

PCC PAVER SIDEWALK

BIKE PAVILION

PAVILION

J-034 SITE

BOUNDARY

CS421

CS423

CS423

CS422

KEYNOTES:

1. PROVIDE PCC PAVER FIRE LANE, SEE DETAIL 1/CS501

2. PROVIDE HMA PARKING LOT PAVEMENT, SEE DETAIL 2/CS501

3. PROVIDE PCC PAVEMENT, SEE DETAIL 3/CS501

4. PROVIDE PCC HEADER CURB, SEE DETAIL 4/CS501

5. PROVIDE PCC SIDEWALK, SEE DETAIL 5/CS501

6. NOT USED

7. PROVIDE PCC MAINTENANCE STRIP, 0.600M WIDE SEE DETAIL 5/CS501

8. PROVIDE PCC PAVER SIDEWALK, SEE DETAIL 8/CS501

9. PROVIDE ADA/ABA CURB RAMP, SEE DETAIL 5/CS503

10. PROVIDE REMOVABLE BOLLARD, SEE DETAIL 2/CS503

11. PROVIDE FIXED BOLLARD, SEE DETAIL 1/CS503

12. PROVIDE PCC WHEEL STOP, SEE DETAIL 6/CS507

13. PROVIDE SPLASH BLOCK, COORDINATE LOCATION WITH DOWNSPOUTS

SHOWN ON THE ARCHITECTURAL DRAWINGS

14. NOT USED

15. PROVIDE PCC STAIRS (EXTERIOR), SEE DETAIL 1/CS504

16. NOT USED

17. PROVIDE PARKWAY DRAIN, SEE DETAILS ON CS502

18. NOT USED

19. NOT USED

20. NOT USED

21. PROVIDE PARKING STALL PAVEMENT MARKING, SEE DETAIL 4/CS507

22. PROVIDE MOTORCYCLE PARKING STALL PAVEMENT MARKING, SEE DETAIL 4/CS507

23. PROVIDE ADA/ABA PARKING STALL PAVEMENT MARKING, SEE DETAIL 4/CS507

24. PROVIDE ADA/ABA ACCESS AISLE PAVEMENT MARKING, SEE DETAIL 4/CS507

25. PROVIDE CROSS HATCH PAVEMENT MARKING, SEE DETAIL 2/CS506

26. PROVIDE STOP BAR PAVEMENT MARKING, SEE DETAIL 3/CS506

27. PROVIDE CROSSWALK PAVEMENT MARKING. SEE DETAIL 4/CS506

28. PROVIDE ARROW LEGEND PAVEMENT MARKING. SEE DETAIL 5/CS506

29. NOT USED

30. PROVIDE STOP SIGN, SEE DETAIL 5/CS507

31. PROVIDE ADA/ABA PARKING SIGN, SEE DETAIL 5/CS507

32. PROVIDE CHECK-IN PARKING SIGN, SEE DETAILS 1 AND 3/CS506

33. PROVIDE MANAGER PARKING SIGN, SEE DETAILS 1 AND 3/CS506

34. PROVIDE VISITOR PARKING SIGN, SEE DETAILS 1 AND 3/CS506

35. PROVIDE MOTORCYCLE PARKING SIGN, SEE DETAILS 1 AND 3/CS506

36. PROVIDE ACCESSIBLE ROUTE SIGN, SEE DETAILS 1 AND 3/CS506

37. PROVIDE AUTHORIZED VEHICLES ONLY SIGN, SEE DETAILS 1 AND 3/CS506

TRASH AND RECYCLING

ENCLOSURE

FUEL TANK PAD 3

FIRE LANE ℄

SEE CS202 FOR PROFILE

58 17

TYP

x3 x5 x8 x5

TYP

TYP

x3 x6 x2 x3 x5 x4 x2 x2

A M

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A

D D

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STAIR 1

STAIR 3

STAIR 2

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8/2/21

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P

N

P

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P

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P

N

P

N

P

N

PC: 2+096.975

P T

P C

PT: 2+202.926

L

C

L15

C

L

P

N

EE

CC

E

E

E

L

L

CC

CC

CC

CC

C C

C C

CC

C

C

EE

E

R

R

L

L

L

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L

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E

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E

E

E

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L

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C

C

C

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C

C

C

C

C

C

C

C

L L L

L

L L L L

E

E

E E E E E E E

E

E

EEEE

EEE

E

E

R

R

R

R

R

R

R

R

CS421

D E P A R

TM

E N T O F

TH

E

N A V Y

N A V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

S Y S

TE

M S

C O M M A N D

N A

VF

A

C P

A C

IF

IC

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B

A C

H E

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S N

A V

S U

P P

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C B

G U

A M

50946

ISAAC A.

McCULLOUGH

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN METERS UNLESS

OTHERWISE NOTED.

PLAN

NORTH

NOTES:

1. EXISTING SITE FEATURES ARE CONCEPTUAL. THE EXISTING

SITE FEATURES ARE BASED UPON THE FINAL DESIGN FOR

PROJECT J-001B.

2. VERIFY LOCATION AND INVERT OF EXISTING UTILITIES PRIOR

TO CONSTRUCTION.

3. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE

FEATURES MUST REMAIN. PROTECT EXISTING FEATURES TO

REMAIN.

NOTES:

1. EXISTING SITE FEATURES ARE CONCEPTUAL. THE EXISTING

SITE FEATURES ARE BASED UPON THE FINAL DESIGN FOR

PROJECT J-001B.

2. VERIFY LOCATION AND INVERT OF EXISTING UTILITIES PRIOR

TO CONSTRUCTION.

3. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE

FEATURES MUST REMAIN. PROTECT EXISTING FEATURES TO

REMAIN.

4. FOR POINT NUMBERS (PN#) DESCRIPTION ADN COORDINATE

SEE SHEET CS602.

J-034 ENLARGED SITE PLAN 1

SCALE: 1:250

CS103

1:250

10 5 10

LEGEND:

BUILDING FOOTPRINT

EXISTING HMA PAVEMENT

EXISTING PCC SIDEWALK/PAVEMENT

NEW PCC SIDEWALK/PAVEMENT

NEW PCC PAVERS

PCC SIDEWALK/PAVEMENT

2.592

10.000

3.050

12.867

1.200

2.195

38.241

3.0518.955

1.500

7.000

R

T

Y

P

8.000

(TYP)

Ø

2.440

0.600 (TYP)

2.240

5.590

1.500

(TYP)

1.500

(TYP)

5.000

(TYP)

PAVILION

BOQ B

BLDG

BBQ

PAVILION

UTILITY BLDG

BBQ

PAVILION

C

E

L

R

CONSTRUCTION JOINT (BUTT)

CONTRACTION JOINT (SAWED)

EXPANSION JOINT (THICKENED EDGE)

WIRE REINFORCEMENT (ODD

SHAPED SLAB)

JOINT LEGEND:

m m

4.000

(TYP)

8@3.000 = 24.000

3.056 1.814

T

Y P

SATISFACTORY TO DATE 05/11/2105/11/2105/20/2021

0.5%

VARY

VARY

WALL

TRANSVERSE FLAT

WALL

STEP

STEP

SLOPED

SLOPED

NO. 16 REINF BARS @ 200 EACH WAY

TOP AND BOTTOM SLAB

NO. 16 HORIZ

REINF BARS

@ 200 EACH WALL

NO. 16 VERT BENT

REINF BARS

@ 400 EACH WALL

NO. 16 REINF BARS

@ 200 EACH WAY

EXISTING "V" DITCH

300 DEEP

SIDEWALK

TURN DOWN EDGE

BACKFILL CONCRETE (SIDEWALK SIDE ONLY)

BACKFILL GAP TO

SIDEWALK WITH CONCRETE

BACKFILL GAP TO

SIDEWALK WITH CONCRETE

NO. 16 REINF BARS

@ 200 EACH WAY

13 EXP JT TYP

SIDEWALK

TURN DOWN EDGE

SAFETY RAIL

SIDEWALK

TURN DOWN EDGE

SAFETY RAIL

SAFETY RAIL

CS502

D E P A R

TM

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TH

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N A V A L F A C

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IN

E E R

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A M

50946

ISAAC A.

McCULLOUGH

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN MILLIMETERS

UNLESS OTHERWISE NOTED.

SCALE:

DRIVE CULVERT

NONE

150 AGGREGATE BASE COURSE

150 PCC PAVEMENT

300 I.D. HDPE CULVERT PIPE

V A

R Y

COMPACTED UTILITY BEDDING MATERIAL

INITIAL BACKFILL TO SPRINGLINE

COMPACTED UTILITY

BACKFILL MATERIAL

MINIMUM

11 000

200200 1000

CS502

CS502

CS502

90°

SCALE:

PARKWAY DRAIN PLAN

CS502NONE

CS502

CS502

SCALE:

SECTION

CS502NONE

SCALE:

SECTION

CS502NONE

SCALE:

DISCHARGE END VIEW

CS502NONE

SCALE:

ANCHOR DETAIL

CS502NONE

ANGLE: USE 64X51X9.5 mm

6mm

INLET

ANCHOR

STATION AS

SHOWN ON PLANS

CS502

BAR 16 mm

GALVANIZED STEEL

ANGLE - TWO TYP

FINISHED

SIDEWALK

BATTER 3:12

SEE NOTE 1 & 4

V A

R Y

#10 BARS

(220 MAX OC)

150900150

V A

R Y

V A

R Y

SIDEWALK WIDTH900 900

3H:1V

3H:1V

3H:1V

3H:1V

SCALE:

SECTION

CS502NONE

SCALE:

PLAN - END TRANSITION

CS502NONE

SCALE:

SECTION

CS502NONE

SCALE:

SECTION

CS502NONE

SCALE:

DRIVEWAY BOX DRAIN DETIALS

CS502NONE

230 IN FIRE LANE AND

150 IN SIDEWALK

230 IN FIRE LANE AND

150 IN SIDEWALK

PLAN

FLOOR OF BOX SHALL BE TROWLED SMOOTH.

A HEADED STEEL STUD 16 x 160 mm WITH

A 25 mm HEAD ATTACHED BY A FULL PENETRATION

BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR.

THE 75 mm LEG OF THE 16 mm DIA ANCHORS

SHALL BE PARALLEL TO THE TOP OF SIDEWALK.

SLOPE MATCHES TOP OF SIDEWALK OR 0.6% WHEN

SIDEWALK SLOPES OPPOSITE DIRECTION OF FLOOR.

1.

2.

3.

4.

NOTES:

NIC

A

M

U

P D

A T

T

A

A

M

CS503

E P A R

TM

E N T O F

TH

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N A V Y

N A V A L F A C

IL

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IN

E E R

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S Y S

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C O M M A N D

N A

VF

A

C P

A C

IF

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A V

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P P

A C

T M

C B

G U

A M

50946

ISAAC A.

McCULLOUGH

(MIN)

M

I N

M A

T C

H

E

X S

T

B

O L L A

R D

S

100 ID PIPE FILLED

WITH CONCRETE,

PAINTED OSHA

APPROVED SAFETY

YELLOW

FINISHED GRADE

CONC FOOTING

M

I N

SCALE:

FIXED BOLLARD

NONE

(MIN)

2X75X200 ALUMINUM

WITH REFLECTIVE 25

WIDE RED AND WHITE

STRIPES

75 ND GALV PIPE

CONC FOOTING

STD GALV PIPE CAP

SCREWED ON AND

SPOT WELDED TO PIPE

VANDAL PROOF REFLECTOR,

MACHINE SCREWED TO POST

100 ND GALV PIPE

SLEEVE

CONC CAP

CONC CAP

TOP OF CONC

FOOTING. TROWEL

FINISH

10 PLATE

WELDED TO

PIPE

75 ND

GALV PIPE

100 ND

GALV PIPE

SLEEVE

CS503

CS503

SCALE:

REMOVABLE BOLLARD

CS101, CS102NONE

SCALE:

SECTION

CS503NONE

SCALE:

SECTION

CS503NONE

PIPE IN RAISED

POSITION

CONC FOOTING

100 ND GALV

PIPE SLEEVE

100 PLATE

WELDED TO PIPE

PIPE IN RAISED POSITION

℄ 16Ø HOLE

CONC FOOTING

100 ND GALV

PIPE SLEEVE

TROWEL FINISH

100 PLATE

WELDED TO PIPE

SCALE:

ADA/ABA CURB RAMP - TYPE B

CS102NONE

1:12 MAX

1830 MIN

3660 MAX

DROP CURB

1:48 MAX BOTH

DIRECTIONS

BROOM FINISH

DROP CURB

CONC S/W

CONC CURB

TRUNCATED DOME

DETECTABLE

WARNINGS, TYP.

SEE DETAIL

C-501

ELEVATION

PLAN

moved to sheet c-502

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN MILLIMETERS

UNLESS OTHERWISE NOTED.

75 ND GALV PIPE

PADLOCK

POCKET

PADLOCK POCKET

PADLOCK POCKET

TROWEL FINISH

75 ND GALV PIPE

41-61

O

F

B

A S

E

D

T

T

O P

N

X

SCALE:

TRUNCATED DOME PAVER

NONE

SCALE:

ADA/ABA CURB RAMP TYPE C

CS503NONE

1220 MIN

DETECTABLE

WARNING PANEL

1220 (MIN)

CONCRETE

CURB (TYP)

R=610 (TYP)

2% MAX

SLOPE

RAISED

MEDIAN

(TYP)

M

I N

1220 (MIN) 150 (TYP)

SCALE:

ADA/ABA CURB RAMP TYPE A

CS503NONE

E.P. OR GUTTER

LINE (TYP)

150 THK BASE

COURSE

TOP OF CURB

100 THK CONCRETE

N

N

DETECTABLE

WARNING PANEL

610 MIN

2% MAX

X

2% MAX

X

M A

X

X

CURB AND GUTTER

1525 MIN 1220 MIN 1525 MIN

1220 MIN1830 MIN

ROADWAY PAVEMENT

DEPRESSED CURB

M A

X .3

M A

X

2% MAX

2% MAX

150mm AGGREGATE

BASE COURSE

100mm CONCRETE

A

R

E M

O V

M

E N

S I O

N I A

M

CS504

E P A R

TM

E N T O F

TH

E

N A V Y

N A V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

S Y S

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M S

C O M M A N D

N A

VF

A

C P

A C

IF

IC

J -0

B

A C

H E

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A V

S U

P P

A C

T M

C B

G U

A M

1 .50 0

1:20

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN MILLIMETERS

UNLESS OTHERWISE NOTED.

NOTES:

1. FOR STRUCTURAL NOTES SEE SHEET S-001.

2. FOR CONCRETE NOTES SEE SHEETS S-002 AND S-003.

3. DESIGN SOIL PARAMETERS:

UNIT WEIGHT OF SOIL = 18.85 KN/m³

COEFFICIENT OF FRICTION = 0.35

ACTIVE SOIL PRESSURE COEFFICIENT = 0.36

PASSIVE SOIL PRESSURE COEFFICIENT = 2.50

ALLOWABLE BEARING PRESSURE = 144 kPa

SCALE:

CONCRETE STAIRS (EXTERIOR)

NONE

T

VARIES, (T) x RISER COUNT

C

R

V A

R I E

S

R x

R

I S

C

U

N T

38 DIA GALVANIZED STEEL HANDRAIL

12 EXPANSION JOINT

CONC S/W

#13@300 OC EW

CONC S/W

12 EXP JOINT

VARIES,

1800 MAX

STAIR RISER

COUNT

RISER

HEIGHT

(R)

TREAD

WIDTH

(T)

1W

1E

2N

2S

EARTH

SLOPE

4.1H:1V

3.9H:1V

4.1H:1V

3.9H:1V

NOTE:

SEAL CONCRETE OPENING AGAINST DIRT

AND MOISTURE UNTIL POST IS INSTALLED.

#10 SPACED TO

MATCH TOP REINF

NOSING 12 MIN

38 MAX (TYP)

CAST-IN-PLACE CAST

IRON ABRASIVE

NOSING (TYP)

M

I N

NON-SHRINK GROUT

CROWNED FOR

DRAINAGE

88 DIA MIN

CORE-DRILLED OR

FORMED HOLE (SEE NOTE)

#13 (TYP)

1 5 145 600 4.1H:1V

NIC

ANDREA L.

BICKFORD

20844

I HEREBY CERTIFY THAT REVISION TO THE PORTION OF THIS

TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME

OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE.

I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE

OF IOWA.

PAGES OR SHEETS COVERED BY THIS SEAL:

LICENSE EXPIRES: LICENSE NO.:

ANDREAL BICKFORD

12-31-21 20844

CS-504

07/21/2021

07/21/2021

2 2 100 600 6.0H:1V

3 5 160 600 3.8H:1V

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1850 1800 600

CROSSWALK MARKING - WHITE (TYP)

STOP BAR - WHITE

℄ ROAD

(UNO)

T

Y P

(UNO)

1. CROSSWALK MARKING IS TO EXTEND ACROSS ROADWAY WIDTH MINUS 600mm EACH SIDE.

2. STOP BAR MARKING SHALL EXTEND FROM CENTERLINE MARKING TO EDGE OF ROAD.

3. CROSSWALK MARKING SHALL MATCH SIDEWALK WIDTH EXCEPT 1850mm SHALL BE MINIMUM

WIDTH. 1850mm CROSSWALK MARKING SHALL BE CENTERED ON 1220mm SIDEWALK.

SCALE:

CROSSWALK PAVEMENT MARKING

NONE

YELLOW

CS505

D E

T A

I

S

H E

E P A R

TM

E N T O F

TH

E

N A V Y

N A V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

S Y S

TE

M S

C O M M A N D

N A

VF

A

C P

A C

IF

IC

J -0

B

A C

H E

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A V

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P P

A C

T M

C B

G U

A M

50946

ISAAC A.

McCULLOUGH

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN MILLIMETERS

UNLESS OTHERWISE NOTED.

STOP BAR

VARIES

m m

RETROREFLECTIVE

WHITE PAINT

m m

V A

R I E

S

RETROREFLECTIVE

YELLOW PAINT. (TYP)

102mm RETROREFLECTIVE

YELLOW PAINT AT 1.524m OC

R

R

NOTES:

1. DIMENSIONS OF DIRECTIONAL ARROWS

MUST CONFORM WITH "STANDARD

HIGHWAY SIGNS" BOOK (SECTION 1A.11).

2. DIRECTIONAL ARROWS RETROFLECTIVE

WHITE PAINT.

SCALE:

CROSS HATCH PAVEMENT MARKING

NONE

SCALE:

STOP BAR

NONE

SCALE:

ARROW LEGEND PAVEMENT MARKING

NONE

M

A

R

E M

O V

T

A I L

A

A

M

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PREFORMED

NON-EXTRUDING

JOINT FILLER

EXISTING PAVEMENT OR HMA

T=THICKNESS OF PAVEMENT

NEW

PAVEMENT

T = THICKNESS OF PAVEMENT

1500 MIN

T

T

T

SHEET LENGTH

LONGITUDINAL JOINT

T R

A N

S V

E R

J

I N

T

TRANSVERSE

WIRE

L O

N G

I T

U D

I N

A L

W I R

E

MAXIMUM DISTANCE FROM JOINT = 1/2 WIRE SPACING

W I R

E

S

P A

C I N

G

LAP

M A

X I M

U

O

J E

C T

I O

W

R

E

S

P A

C I N

G

L A

P

L

E N

G T

H

S

H A

Q U

R

E

S

P A

C I N

G

O

R

W I R

E

D

I A

M E

T E

R S

W

H I C

H E

V E

R

G

E

A T

E R

S H

E E

T

W

I D

T H

S H

E E

T

W

I D

T H

SHEET LENGTH

BUTT JOINT

NEW OR EXISTING

PAVEMENT

INITIAL

FINISHED

19 PREFORMED

NON-EXTRUDING

JOINT FILLER

FINAL SAWCUT

FOR JOINT

SEALANT

CONTRACTION JOINT SEAL DETAILS

EXPANSION JOINT SEAL DETAILS

C-501

DEPTH AS RECOMMENDED

BY MANUFACTURER OF JOINT

SEAL

DEPTH AS RECOMMENDED

BY MANUFACTURER OF JOINT

SEAL

19 PREFORMED

NON-EXTRUDING

JOINT FILLER

BACKER ROD FIT

SNUG INTO JOINT

14 (±1.5)

19 (±1.5) 19 (±1.5)

FIELD MOLDED SEALANT

DEPTH AS RECOMMENDED

BY MANUFACTURER OF JOINT

SEAL

BACKER ROD FIT SNUG

INTO JOINT

FIELD MOLDED SEALANT

SCALE: NONE

CONSTRUCTION JOINT SEAL (SIM)

WELDED WIRE REINFORCEMENT SHEET DETAIL (R)

SCALE: NONE

CONSTRUCTION JOINT (L)

SCALE: NONE

THICKENED EDGE EXPANSION JOINT

SAWED CONTRACTION JOINT (C)

SCALE: NONE

D E P A R

TM

E N T O F

TH

E

N A V Y

N A V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

S Y S

TE

M S

C O M M A N D

N A

VF

A

C P

A C

IF

IC

J -0

B

A C

H E

LO

R

O

FF

IC

E

R Q

U A

R

TE

R S

-B U

S N

A V

S U

P P

A C

T M

C B

G U

A M

50946

ISAAC A.

McCULLOUGH

CS507

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN MILLIMETERS

UNLESS OTHERWISE NOTED.

A

A

D D

F

B

L E

I A

M

WELDED WIRE FABRIC REINFORCEMENT

PCC THICKNESS

ASTM STANDARD WIRE

REINFORCEMENT

WIRE SPACING

150 MD40 150X150

SIGN SCHEDULE & SIGN TYPE NOTES

TYPICAL SIGN MATERIAL

1.

2.

3.

4.

MATERIAL:

ACRYLIC 6MM THICK, COMPRISED OF TWO LAYERS.

-TOP (FACE) LAYER: ACRYLIC 3MM, NON-GLARE OPTICALLY CLEAR, P99 FINISH

-BACK LAYER: ACRYLIC 3MM SHIM PLATE

MOUNTING TYPE:

PRESSURE SENSITIVE ADHESIVE MOUNT

TYPEFACE:

HELVETICA NEUE 55 ROMAN

TYPEFACE COLOR:

SW7101 FUTON

BACKGROUND COLOR:

SW0007 DECOROUS AMBER (BOQ A)

SW6187 ROSEMARY (BOQ B)

BACKGROUND LAMINATE:

FORMICA, BLACK RIFTWOOD

REFERENCE SHEETS GI-002 & GI-003 FOR ABBREVIATIONS,

SYMBOL DRAWINGS AND ADDITIONAL DRAWINGS CONVENTIONS

AND GENERAL NOTES.

VERIFY ALL SIGNAGE CONTENT WITH GOVERNMENT PRIOR TO

FABRICATIONS; VERIFY LOCATIONS PRIOR TO INSTALLATION.

REFERENCE SHEET IG-601 TO IG-606 FOR SIGNAGE SCHEDULE.

SIGNAGE COLORS TO BE CHOSEN FROM MANUFACTURER'S

STANDARDS COLOR OPTIONS.

NOTE: THE 'ROOM NUMBERS' AND SIGNAGE LOCATION SUBJECT

TO CHANGE AFTER AWARD. CONTRACTOR TO COORDINATE WITH

OWNER ON FINAL VERBIAGE BEFORE PROCUREMENT.

QUANTITIES SHOWN ON THE DRAWINGS ARE SUBJECT TO

CHANGE AFTER AWARD.

REPLACABLE

EVACUATION MAP

6 292 6

SIGN TYPE H

SCALE: 1:5

IN CASE OF FIRE,

DO NOT USE ELEVATOR.

USE EXIT STAIRS UNLESS

OTHERWISE INSTRUCTED.

(12" X 18")

SIGN TYPE J

SCALE: 1:5

UPPER CASE LETTERS,

152 MM HIGH BUILDING

NUMBER, HELVETICA

MEDIUM

SIGN TYPE K

SCALE: NTS

(24" X 12")

CAPITAL CASE LETTERS,

457MM HIGH SST PIN

MOUNT, HELVETICA

MEDIUM

Bachelor Officer Quarters

16MM MESSAGE TEXT

HELVETICA NEUE 55

ROMAN

SIGN TYPE L

SCALE: NTS

Bachelor Officer Quarters A

Bachelor Officer Quarters B

SUPPORT POST

ALUMINUM SIGNBOARD

BACKGROUND COLOR:

NORTH CREEK BROWN

102MM CAPITAL LETTER

HEIGHT

HELVETICA MEDIUM

TYPEFACE COLOR: WHITE

152 152

D E P A R T M E N T

O F

T H E

N A V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

DES DRW

S Y M

D E S C R

IP

T

IO

N

D A T E

A P P R

DRAWFORM REVISION: 30 APRIL 2015

REV

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

N A

V F

A C

P A

C

IF

IC

M

AK

AL

AP

A, H

AW

AI

I

FIRE PROTECTION

AS SHOWN

RANDALL TORIGOE

MARFORPAC DPRI MILCON LEAD

R E

VD

AT

E

P

LO

TT

E D

N

AV

FA

C

P

AC

IF

IC

12/04/2020

SEAL

J -0

B A

C H

E L O

R O

F F

IC

E

R Q

U A

R T

E R

S -B

U S

N A

V S

U P

P A

C T

M C

B

G U

A M

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

DATE

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC

SCALES

JC

P. NISHIZAKI

MN/KO

972483

PN

DH JH JC

B

IM

J a n d

J J B O Q D E T A

IL

S r1 .r v t

:3 :3

P M

S

IG

N T

Y P

E S

IG622

17255450

A M D

S

IG

N

T Y P E

L

R E V

IS

E D

DES DRW REV

SATISFACTORY TO DATE

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

12/04/2020

JC

P. NISHIZAKI

MN/KO

PN

DH JH JC

05/11/2105/20/2021

SHEET

NAVFAC DRAWING NO.

DRAWFORM REVISION: 30 APRIL 2015

OF

IG622

17255450 243 443 17268509

434235