FB-WV.pdf

ARCHITECTURAL

COVER SHEET G-0

EXTERIOR MUSEUM LAY-OUT SITE PLAN AS1.0

A.A.I.A.-R.A. MEXICO

11229 STARFISH

PH. (915) 740-5777

e-mail: jlsalasart@aol.com

Jose Luis Salas

EL PASO, TX. 79936

Design / Studio

INDEX OF DRAWINGSCONSULTANTS

DEMOLITION SITE PLAN, CONCRETE PAD SECTIONA1.0

DETAILSA1.1

AND TRELLIS

ELECTRICAL

ELECTRICAL PLAN AND DETAILSE1.0

STAMPED LAY-OUT PLANA1.2

W9126G19B0010-0002

1 PROVIDE 4'-0" WIDE CONC. SIDEWALK W/ BROOM FINISH ALONG PERIMETER

OF AREA OF WORK.

2 PROVIDE 6" HIGH CONCRETE CURB WITH INTEGRAL GUTTER ADJACENT TO

PAVED SIDE OF NEW CONCRETE SIDEWALK.

3 INSTALL NEW INTERPRETIVE SIGN (NAME PLACARD) AT EACH MUSEUM

ARTIFACT (TOTAL 11). SEE DETAIL 4/A1.1.

4 INSTALL NEW SIDEWALK ACCESSIBILITY RAMP.

5 NOT USED.

6 PROVIDE "DO NOT ENTER" SIGN (2 LOCATIONS). SEE DETAIL 5/A1.1

7 PROVIDE "ONE WAY" SIGN (2 LOCATIONS). SEE DETAIL 6/A1.1

8 PROVIDE "FIRE LANE" SIGN (2 LOCATIONS). SEE DETAIL 7/A1.1

9 EXISTING ARTIFACT AND CONCRETE PAD TO REMAIN (3 LOCATIONS).

10 EXISTING LIGHT POLE TO REMAIN IN AREA OF WORK (2 LOCATIONS). V.I.F.

KEY NOTES

14 AREA FOR THE MUSEUM ARTIFACTS (8 LOCATIONS).

TABLE ON THIS SHEET.

16 PROVIDE TRELLIS STRUCTURE (2 LOCATIONS). SEE DETAILS ON SHEET A1.0

17 PROVIDE FLOOD LIGHT MOUNTED ON CONCRETE STAND FOR EACH ARTIFACT,

U.N.O. (10 LOCATIONS).

18 PROVIDE LIGHTING FIXTURE AT EACH NAME PLACARD (TOTAL 11).

19 PROVIDE OVERHEAD LIGHTING AT EACH TRELLIS STRUCTURE (TOTAL 2).

20 PROVIDE TWO (2) 5'Wx8'L PICNIC TABLES AT THE TWO TRELLIS AREAS (TOTAL 4).

21 PROVIDE 120V DUPLEX GFCI RECEPTACLE RATED FOR OUTDOOR USE WITH

WEATHERPROOF COVER AT EACH TRELLIS STRUCTURE (2 LOCATIONS).

ADA PARKING PER SHEET NOTE 6 ON THIS SHEET.

AS1.0

EXTERIOR MUSEUM LAYOUT PLAN

1"=20'-0"

1 2 3 4 5 6 7 8

B

C

I

A

G

E

D

H

F

K

J

289'-0"

24'-0"

FIELD

VERIFY

1. A SITE CONDITION EVALUATION SHALL BE CONDUCTED WITH CONTRACTOR AND DPW BEFORE AND AFTER

CONSTRUCTION.

SHEET NOTES

2. EXISTING PAVING SLOPES WESTWARD TOWARDS EXISTING CATCH BASINS.

3. REMOVAL AND PLACEMENT OF THE ARTIFACTS SHALL BE PROVIDED BY MUSEUM CURATOR'S

REPRESENTATIVE.

4. REMOVE EXISTING CONCRETE PADS IN AREA OF WORK, UNLESS NOTED OTHERWISE.

5. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE EXISTING PARKING LOT LIGHT POLES

IN THE AREA OF WORK AND COORDINATE WITH THE DESIGNER OF RECORD FOR ANY DISCREPANCIES.

6. RESTRIPE EXISTING PAVEMENT SECTION AT PARKING LOT SOUTH OF THE EXTERIOR MUSEUM AREA

FOR EIGHT (8) ADA ACCESSIBLE PARKING STALLS AND PROVIDE SIGNAGE (4 SIGNS TO BE RELOCATED, 4 SIGNS TO BE NEW)

1. OPTION 1: PROVIDE INTERPRETIVE SIGNS AND STANDS (NAME PLACARDS) FOR EACH OF THE MUSEUM

ARTIFACTS (11 TOTAL), AS INDICATED ON THE DRAWINGS.

INCLUDED OPTIONS

3. OPTION 3: PROVIDE FOUR (4) NEW VERTICAL SPOT LIGHTS AT THE V-2 BALLISTIC MISSILE ARTIFACT

(ITEM C) AND ONE (1) GROUND FLOOD LIGHTS FOR THE REMAINING ARTIFACTS IN AREA OF WORK

(10 TOTAL), AS INDICATED ON THE DRAWINGS. PROVIDE ILLUMINANCE FOR SIGNAGEAT EACH MUSEUM

ARTIFACT.

4. OPTION 4: PROVIDE AN OVERHEAD LIGHTING FIXTURE AND CONVENIENCE RECEPTACLE (120V DUPLEX, GFCI, RATED FOR OUTDOOR USE) LOCATED AT EACH TRELLIS AREA.

5. OPTION 5: PROVIDE TWO (2) 5'Wx8'L PICNIC TABLES AT EACH TRELLIS AREA (4 TOTAL).

6. OPTION 6: REMOVE AND RELOCATE THE EXISTING FLAGPOLE. COORDINATE LOCATION WITH MUSEUM

CURATOR'S REPRESENTATIVE.

7. OPTION 7: REMOVE EXISTING PAVEMENT WITHIN DESIGNATED ARTIFACT AREA AND PROVIDE A

PIGMENTED, STAMPED CONCRETE PAD.

Old Ironsides and Fort Bliss Museum - Outdoor Exhibit Park

CCN Group Nomenclature Dimensions (LxHxW) Weight Note

A

377140 WWII Tank, Light, Full Track, US Army, Steel, Olive Drab, M24, Chaffee, 75mm Gun, US, Circa 1944, World

War II, SN: 2818/30126934

16'-4" x 9'-8" x 8'-2" 16 Tons

New 8" concrete slab

B

469348 WWII Tank, Medium, Full Track (hvss)

(wet), US Army, Steel, Olive Drab, M4A3E8, Sherman, 76mm Gun, US, Circa 1944, World War II

20'-7" x 8'-9" x 9'-7" 35 Tons

New 8" concrete slab

C

242362 WWII Missile (inert), Ballistic, V-2, Metal, BLACK/WHITE, German, Mid 20th

Century

45'-11 3/4" x 66" diameter

23,373 lbs

(EXISTING)

D

376867 WWII M26, Tank, Medium, Pershing, Circa

1945, WWII

28'-5" x 11'-6" x 9'-1" 92,335 lbs

New 8" concrete slab

E

376843 Korean-

Vietnam

Tank, Medium, Full Track, US Army, Steel, Olive Drab, M47, Patton I, 90mm Gun, US, Circa 1952, Mid-20th Century

23' x 11.2' x 10'-11" 46 Tons

New 8" concrete slab

F

375633 Tank, Light, Full Track, US Army, Steel, Olive Green, M41, Walker, Bulldog, 75mm Gun, US, Circa

1955, Mid-20th Century

L 323 H 106 W 125 C. 25 Tons

New 8" concrete slab

Korean-

Vietnam

Helicopter, Attack, Bell Cobra, AH-

1F, US Army, Circa 1979, Late-20th

Century, SN:67-15460

52'-11.5" x 13'-6.25" 7,000 lbs Korean-

Vietnam

G

650405

(EXISTING)

to remain in current location with existing concrete pad

H

469844 Cold War Tank, Combat, Full Track, West

German Army, Steel, Gray, M48A2, Patton II, 90mm Gun, West

German, Circa 1960, Late-20th

Century

22'-7"x11'-11"x10'-2" 52 Tons

New 8" concrete slab

375633 Vehicle, Armored, Reconnaissance, US Army, Aluminum/Steel, Olive

Green, M114, US, Circa 1965, Mid-20th Century

175 3/4"x91 3/4"x84'-1"15,276 lbs

I

(EXISTING)

Cold War

J

Unknown Unknown Tank - 081 marking - next to Hawk system

23' x 9' x 12' unknown

New 8" concrete slab

K

TBD TBD TBD TBD

New 8" concrete slab

23'-6" 15'-0"32'-0" 26'-0"

'-0

'-0

C

L

60'-6" 22'-0"

26'-0" 60'-0" 71'-6" 20'-0" 4'-6"

6'-0"

'-0

'-0

'-0

4'-6"

20'-0"

20°

12'-0"

30'-0"

C

L

'-0

1'-

6"

'-0

'-8

2'-

4"

'-0

'-0

'-6

'-6

13'-0"45'-0" 5'-0"

'-0

1'- 0"

'-6

5'-

0"

'-6

1'- 0"

'-0

'-0

132'-0" +/-

'-1

0"

TYP.

16 19

EXISTING CONCRETE PADS TO REMAIN.

NEW 5'-0" WIDTH E ADA ACCESSIBLE ROUTE TO BE PAINTED.

14 14

INSTALL NEW SIDEWALK CONCRETE ACCESSIBILITY RAMP.

16 19 20

TYP.

TYP.

TYP.

TYP.

22 NEW LOCATION AREA FOR MUSEUM ARTIFACTS.

23 INSTALL 12" WIDE ASPHALT SPEED HUMP. CONTRACTOR SHALL SAW CUT THE

EXISTING ASPHALT AND REPAIR AS NECESSARY AFTER THE INSTALLATION OF

SPEED HUMPS.

New 8" concrete slab

New 8" concrete slab

24 EXISTING MUSEUM BUILDING TO REMAIN.

TYP.

TYP.

6'-0"

A1.1

A1.1

A1.1

A1.1

A1.0

25 EXISTING PARKING SPACES STRIPES TO REMAIN.

26 EXISTING CONCRETE CURB AND

LANDSCAPE AREA TO REMAIN.

27 PROVIDE 18" WIDTH PLUVIAL DRAINAGE.

28 EXISTING CONCRETE PAD TO REMAIN.

4'-6"

A1.1

29 INSTALL NEW 8" THICK CONCRETE RAMP.

REFER TO SECTION 3/A1.0

1'-6"

194'-6"

30 PROVIDE 8" CONCRETE SLAB W/ STAMPED

CONCRETE FINISH.

2. OPTION 2: PROVIDE TRELLIS STRUCTURES AT TWO LOCATION AS NOTED ON DRAWINGS.

31 PAINT EXISTING CONCRETE PADS

TO MATCH NEW STAMPED CONCRETE.

32 NEW FLAG POLE LOCATION.

'-0

126'-0"

A1.0

DEMOLITION AND TRAFFIC CONTROL PLAN

1"=40'-0"

TP

100.00

TP

99.33

TP

99.10

TP

98.85

TP

98.60

TP

98.35

TP

98.10

TP

97.85

TP

99.20

TP

99.45

TP

98.95

TP

98.70

TP

98.55

TP

98.40

TP

98.25

6'-0" 272'-6"

4'-6"

'-0

A1.0

JOINT AND GRADING ELEVATIONS PLAN

1"=40'-0"

289'-0"

99.33

EXIST. GRADING

97.85

EXIST. GRADING

A1.0

CONCRETE PAD SECTION

1/2"=1'-0"

A1.0

A1.0

TRELLIS PLAN

1/4"=1'-0"

A1.0

TRELLIS ELEVATION

1/4"=1'-0"

A1.0

TRELLIS ELEVATION

1/4"=1'-0"

A1.0

TRELLIS SECTION

1/4"=1'-0"

A1.0

TRELLIS SECTION

1/4"=1'-0"

1 PROVIDE 4" PAINTED STRIPES FOR NEW A.D.A.

PARKING SPACES. REFER TO SHEET AS1.0

10 PROVIDE SIDEWALK ACCESSIBILITY RAMP.

REFER TO DETAIL 8/A1.1

KEY NOTES

VARIES

F.F.

VARIES

F.F.

4'- 0"

4'- 0"

'-1

0"

4'- 0"

'-1

0"

'-8

5'-0" 20'-8" 5'-0" 30'-8"

8'-

8'-

4'- 0"

1'-4"

1'- 0"

9'- 0"

1'- 0"

4" 4"

5'-0" 20'-8" 5'-0"

30'-8"

1'- 4"

1'-0" 7'-2" 7'-2" 7'-2" 7'-2" 1'-0"

9'-0" 4"

4'- 0"

'-1

0"

8'-

'-8

1'-0" 7'-2" 7'-2" 7'-2" 7'-2" 1'-0" 30'-8"

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

4'- 0"

8'-

'-8

9'-0" 4" 4"

2 PROVIDE TEMPORARY CHAIN LINK FENCE

AS SHOWN. PROVIDE 24" HGT. SILT FENCE.

REFER TO DETAIL 12/A1.1

3 EXISTING PORTION OF ASPHALT PAVEMENT

TO BE REMOVED AND HAULED TO RECYCLING

CENTER.

4 EXISTING PAINTED PARKING STRIPES

TO BE REMOVED.

5 EXISTING LIGHT POLE TO REMAIN.

6 EXISTING CONCRETE PAD TO REMAIN.

7 EXISTING CONCRETE PAD TO BE REMOVED.

SAW CUT 12" WIDE AROUND THE PERIMETER

OF CONCRETE PAD. REPAIR AS NECESSARY.

8 EXPANSION JOINT. REFER TO DETAIL 3/A1.1

9 CONTROL JOINT. REFER TO DETAIL 3/A1.1

11 2"X10" STEEL TUBE SUPPORT.

12 6X6X1/4" TUBE POST.

13 RELOCATE SIGN TO

CONCRETE PAD.

14 32"X32 ROCK PILLAR.

15 12"X12"X1/2" STEEL PLATE

W/ 5/8" ANCHOR BOLTS (4)

16 2"X2 STEEL TUBE

TRELLIS BLOCKING.

17 EXISTING BUILDING

TO REMAIN.

C

L

C

L

5 5

18 EXISTING CONCRETE CURB

TO REMAIN.

19 EXISTING CONCRETE CURB

TO BE REMOVED.

8 8 8 8 8

9 9 9 9 9

20 CONCRETE PAD.

REFER TO SHEET AS1.0

20 20

31 20 6

4'-0" WIDE CONC. SIDEWALK.

REFER TO DETAL 3/A1.1

6" HIGH CONCRETE CURB

WITH INTEGRAL GUTTER.

REFER TO DETAIL 3/A1.1

21 2220

A1.0

TRELLIS FOOTING DETAIL

1"=1'-0"

8"

1'- 6"

1'- 6"

3'- 0"

A1.0

1'-6"

23 18"X18" CONCRETE

FOOTING 3000 PSI.

EXISTING COMPACTED

SUBGRADE.

COMPACTED BASE

TO 95% DENSITY.

A1.0

TRELLIS DETAIL

1"=1'-0"

A1.0

TRELLIS DETAIL

1"=1'-0"

A1.0

A1.0

2526 2526 2526 25 26

4" 4"

4"4"

8"

3" 3" 1"

2"

8"

2"

6"

27 6X6X1/4" TUBE POST W/

1/4" WELDED TOP CAP.

28 2"X8" STEEL TUBE SUPPORT.

29 8"X8"X1/4" ANGLE W/5/8"

ANCHOR BOLT ON HORIZ.

AND VERTICAL LEGS.

30 6"X6"X1/4" ANGLE W/5/8"

ANCHOR BOLT ON HORIZ.

AND VERTICAL LEGS.

A1.0

A1.0

6"

6"

6'-0" 272'-6" 4'-6" 1'-6"

289'-0"

NOTE:

ROCK PILLAR SHALL MATCH

"RAINBOW BUILDING STONE"

12'-0"

24'-0"

'-0

31 8" THICK CONC. RAMP W/

#4 @ 12" O.C. TOP/BOTTOM

A1.1

32 TRAFFIC CONTROL ARROW.

33 PROVIDE INLET PROTECTION

AT EXISTING STORM DRAIN.

WORK AREA

DUMPSTER

1'-6"4'-6"

4'-6"

1/4"

1/8"

BROOM

FINISH.

BROOM

FINISH.

4" 4"

9'- 8"

'-0

22'-0"

4"

9'-8"

9'-8"

22'-0"11'-0"

1"

'-0

34 EXISTING ROCKET CONC.PAD

TO REMAIN. PAINT TO MATCH

NEW STAMPED CONCRETE.

35 DEMOLISH EXISTING

CONCRETE PAD.

34 35

WASH PIT

24 # 5 @ 6" E.W.

36 SIGN NEW LOCATION.

6' RUBBERIZED

SPEED BUMP.

6' RUBBERIZED

SPEED BUMP.

17'X84' NEW

ASPHALT AREA

VAN

A1.1

8" CONCRETE PAD

1"=1'-0"

1. DESIGN ALLOWABLE BEARING PRESSURE OF SUBGRADE = 1,500 PSF.

CONCRETE PAD NOTES:

2. ANY SITE SPECIFIC GEOTECHNICAL INFORMATION SHALL SUPERSEDE

PREVIOUS NOTES OR THIS SECTION.

3. PROVIDE 1/2" PREFORMED EXPANSION JOINT AT LOCATIONS WHERE NEW

CONCRETE ABUTS BUILDING, ANOTHER STRUCTURE OR EXISTING CONCRETE.

4. PROVIDE 1/8" CONTRACTION JOINT WITH T/3 DEPTH AT 1.25L x W RATIO, BUT NO GREATER THAN 8'-0" SPACING BETWEEN JOINTS.

#4 REINF. BAR (N-S

AND E-W) @ 12" O.C.

TOP AND BOTTOM.

8" 4000 PSI PORTLAND

CEMENT CONCRETE.

COMPACTED BASE

TO 95% DENSITY.

EXISTING COMPACTED

SUBGRADE.

2 1 /2"8"

1. WIDTH PER PLAN.

SIDEWALK NOTES:

2. MAXIMUM TRAVEL SLOPE SHALL NOT EXCEED 5% (20:1).

3. MAXIMUM CROSS SLOPE & AT LANDINGS SHALL BE 2% (50:1).

4. SIDEWALK SHALL HAVE A STAMPED CONCRETE FINISH.

5. UNLESS OTHERWISE NOTED, CONTRACTION JOINTS TO BE 5' O.C.

6. UNLESS OTHERWISE NOTED, EXPANSION JOINTS TO BE 48' O.C.,

ABUTTING CURB, OTHER WALKS OR STRUCTURES,

AND CHANGES OF DIRECTION.

2'-8"

A1.1

CONCRETE SIDEWALK

1"=1'-0"

1'- 9"

CONCRETE STAND.

3/8" THICK

BRONZE PLACARD.

PLAN

INFORMATION TO BE INCLUDED

ON THE PLACARD SHALL BE

COORDINATED WITH THE MUSEUM

CURATOR'S REPRESENTATIVE.

NOTE:

2'-8"

2'- 3"

2'-

3/8

3/8 "3

ELEVATION - A

A1.1

PLACARD PLAN AND ELEVATIONS

1"=1'-0"

ELEVATION - B

2'-

3"CONCRETE

STAND.

3/8" THICK

BRONZE

PLACARD.

1'-9" 1'-6"

3/4" 3/4"

B

A1.1

A

A1.1

SIDEWALK F.F.

2 1 /4"

1/8" SAWCUT

CONTRACTION

JOINT (MIN.)

EXISTING COMPACTED

SUBGRADE.

5" PORTLAND CEMENT CONCRETE

3500 PSI. REINFORCE WITH REBAR

#3 @ 18" O.C. EACH WAY.

COMPACTED BASE

TO 95% DENSITY.

1/8" EXPANSION

JOINT (MIN.)

2 1 /4"

EXISTING COMPACTED

SUBGRADE.

COMPACTED BASE

TO 95% DENSITY.

1"1/8" SAWCUT

CONTRACTION

JOINT (MIN.)1"

STAMPED CONCRETE.

STAMPED CONCRETE.

#4 REINF. BAR (N-S

AND E-W) @ 12" O.C.

TOP AND BOTTOM.

8" 4000 PSI PORTLAND

CEMENT CONCRETE.

COMPACTED BASE

TO 95% DENSITY.

EXISTING COMPACTED

SUBGRADE.

1/2" EXPANSION

JOINT

#4 REINF. BAR (N-S

AND E-W) @ 12" O.C.

TOP AND BOTTOM.

8" 4000 PSI PORTLAND

CEMENT CONCRETE.

COMPACTED BASE

TO 95% DENSITY.

EXISTING COMPACTED

SUBGRADE.

JOINT SEALANT

HOLD DOWN 1/8"

PREMOLDED

FILLER

JOINT SEALANT

HOLD DOWN 1/8"

PREMOLDED

FILLER

6" 6"

8"

6" 1'-6" 2'-0"

EXISTING

ASPHALT

PAVEMENT.

EXIST. G.F.

EXISTING COMPACTED

SUBGRADE.

COMPACTED BASE

TO 95% DENSITY.

8" 4000 PSI PORTLAND

CEMENT CONCRETE.

#4 REINF. BAR (N-S

AND E-W) @ 12" O.C.

TOP AND BOTTOM.

A1.1

CONCRETE CURB & GUTTER

1"=1'-0"

A1.1

CONCRETE RAMP

1"=1'-0"

6'-0"

8"

NEW SIDEWALK

1/2" EXP. JOINT

FILL W/ EXPANSION

MATERIAL.

SLOPE 12:1

MAX

ALIGN W/CURB

BEYOND

EXISTING

ASPHALT

PAVEMENT.

REINF. W/

6X6 10/10 WWF

COMPACTED SOIL 95%

STANDARD PROCTOR

DENSITY.

EXIST. G.F.

2 3/8" 2 3/8" 3/8"

7/8"

5"

1/4

2 3/8"

2 3 /8"

A1.1

ADA VERTICAL SIGNAGE

1"=1'-0"

STEEL PIPE CAP

HANDICAP

PARKING

SIGN.

EXISTING

ASPHALT

PAVEMENT.

#6X14" LONG BARS

E.W. RHROUGH PIPE.

12"X12" CONCRETE

FOOTING (3000 PSI).

COMPACTED BASE

TO 95% DENSITY.

1'-0"

6"

3'- 0"

6'- 0"

6" 3"

1'- 6"

1'-0"

GREEN

WHITE

BLUE

GREEN

WHITE

A1.1

ADA VERTICAL SIGNAGE

1"=1'-0"

12" WIDE X 18" HIGH MIN.

RED BORDER / LETTERS

ON WHITE REFLECTIVE

BACKGROUND.

METAL POST FOR SIGNS

AND MARKER PER TxDOT.

4'- 0"

T O

TO

P

OF

P

AV

EM

EN

T

A1.1

DO NOT ENTER SIGNAGE

N.T.S.

A1.1

ONE WAY SIGNAGE

N.T.S.

2'-0"

2'- 0"

4'- 0"

T O

TO

P

OF

P

AV

EM

EN

T

RED BORDER /

LETTERS ON

WHITE

REFLECTIVE

BACKGROUND.

METAL POST

FOR SIGNS

AND MARKER

PER TxDOT.

2'-0"

8" 4'-

0" T

O

TO

P

OF

P

AV

EM

EN

T

METAL POST

FOR SIGNS

AND MARKER

PER TxDOT.

BLACK BORDER /

LETTERS ON

WHITE

REFLECTIVE

BACKGROUND.

A1.1

ADA PARKING SPACES

1/4"=1'-0"

A1.1

ADA VAN ACCESSIBLE

1/4"=1'-0"

16'-6 3/4"12'-1 1/2"5'-9 1/4"10'-4 3/4"

11'-0"

5'-0"9'-0"

5'-2 3/8"

20'-0"

6'-4 1/4"

5'-2 3/8"

20'-0"

5'-2 3/8"

5'-2 3/8"

20'-0"

5'-2 3/8"

10'-4 3/4"5'-9 1/4"10'-4 3/4"

9'-0"

5'-0"9'-0"

A.D.A. VERTICAL

SIGNAGE

REFER TO

DETAIL 9/A1.1

A.D.A. VERTICAL

SIGNAGE

REFER TO

DETAIL 9/A1.1

7/8

A1.1

TEMPORARY CHAIN LINK FENCE

1/2"=1'-0"

6'- 0"

10'-0"

EXISTING

ASPHALT

PAVEMENT.

BRACE RAIL

CHAIN LINK.

LINE POST.

REMOVABLE

FOOT.

PROVIDE 5'-0" WIDTH ADA

ACCESSIBLE ROUTE

TO BE PAINTED.

PROVIDE 5'-0" WIDTH ADA

ACCESSIBLE ROUTE

TO BE PAINTED.

PROVIDE 4" WIDTH

PAINTED STRIPES.

EXISTING CONCRETE CURB

AND LANDSCAPE AREA

TO REMAIN

LED

LAMP

CONDUIT IN SIDE CAST

CONDUIT

IN SIDE CAST

LED

FLOOD

LIGHT

"J" BOX

"J" BOX

LED

LAMP

2'- 0"

SILT FENCE

5" PORTLAND CEMENT CONCRETE

3500 PSI. REINFORCE WITH REBAR

#3 @ 18" O.C. EACH WAY.

5" PORTLAND CEMENT CONCRETE

3500 PSI. REINFORCE WITH REBAR

#3 @ 18" O.C. EACH WAY.

1'-0"1'-0"

1/2" SMOOTH REBAR @ 24" O.C.

1 PROVIDE 4" PAINTED STRIPES FOR NEW A.D.A.

PARKING SPACES. REFER TO SHEET AS1.0

10 PROVIDE SIDEWALK ACCESSIBILITY RAMP.

REFER TO DETAIL 8/A1.1

KEY NOTES

2 PROVIDE TEMPORARY CHAIN LINK FENCE

AS SHOWN. PROVIDE 24" HGT. SILT FENCE.

REFER TO DETAIL 12/A1.1

3 EXISTING PORTION OF ASPHALT PAVEMENT

TO BE REMOVED AND HAULED TO RECYCLING

CENTER.

4 EXISTING PAINTED PARKING STRIPES

TO BE REMOVED.

5 EXISTING LIGHT POLE TO REMAIN.

6 EXISTING CONCRETE PAD TO REMAIN.

7 EXISTING CONCRETE PAD TO BE REMOVED.

SAW CUT 12" WIDE AROUND THE PERIMETER

OF CONCRETE PAD. REPAIR AS NECESSARY.

8 EXPANSION JOINT. REFER TO DETAIL 3/A1.1

9 CONTROL JOINT. REFER TO DETAIL 3/A1.1

11 2"X10" STEEL TUBE SUPPORT.

12 6X6X1/4" TUBE POST.

13 4" CONCRETE CAP.

14 32"X32 ROCK PILLAR.

15 12"X12"X1/2" STEEL PLATE

W/ 5/8" ANCHOR BOLTS (4)

16 2"X2 STEEL TUBE

TRELLIS BLOCKING.

17 EXISTING BUILDING

TO REMAIN.

18 EXISTING CONCRETE CURB

TO REMAIN.

19 EXISTING CONCRETE CURB

TO BE REMOVED.

20 CONCRETE PAD.

REFER TO SHEET AS1.0

4'-0" WIDE CONC. SIDEWALK.

REFER TO DETAL 3/A1.1

6" HIGH CONCRETE CURB

WITH INTEGRAL GUTTER.

REFER TO DETAIL 3/A1.1

23 18"X18" CONCRETE

FOOTING 3000 PSI.

24 # 5 @ 6" E.W.

EXISTING COMPACTED

SUBGRADE.

COMPACTED BASE

TO 95% DENSITY.

27 6X6X1/4" TUBE POST W/

1/4" WELDED TOP CAP.

28 2"X8" STEEL TUBE SUPPORT.

29 8"X8"X1/4" ANGLE W/5/8"

ANCHOR BOLT ON HORIZ.

AND VERTICAL LEGS.

30 6"X6"X1/4" ANGLE W/5/8"

ANCHOR BOLT ON HORIZ.

AND VERTICAL LEGS.

31 8" THICK CONC. RAMP W/

#4 @ 12" O.C. TOP/BOTTOM

32 TRAFFIC CONTROL ARROW.

33 PROVIDE INLET PROTECTION

AT EXISTING STORM DRAIN.

34 EXISTING ROCKET CONC.PAD

TO REMAIN. PAINT TO MATCH

NEW STAMPED CONCRETE.

35 PARTIALLY DEMOLISH

EXISTING CONCRETE PAD.

A1.2

STAMPED LAY-OUT PLAN

1"=20'-0"

289'-0"

6'-0"

4'-0" 269'-10" 4'-0"

2'-0"1'-7"1'-7"

45'-6"45'-6"45'-6"45'-6"45'-6"45'-6"

'-0

'-0

'-0

1'- 7"

20'-0"71'-6"60'-0"101'-6"20'-0"

'-6

'-0

'-6

60'-0"

60'-0" 20'-8"

20'-8"

9'- 8"

1'- 7"

9'- 8"

1'- 7"

THESE NOTES MATCH SHEET A1.0

KEY NOTES

4 PROVIDE FLOOD LIGHT IN CONCRETE SLAB AREA FOR EACH ARTIFACT, U.N.O.

(10 LOCATIONS). FINAL LOCATION SHALL BE DETERMINATED IN FIELD.

5 PROVIDE LIGHTING FIXTURE AT EACH NAME PLACARD (TOTAL 11).

REFER TO DETAIL 4/A1.1

6 PROVIDE OVERHEAD LIGHTING AT EACH TRELLIS STRUCTURE (TOTAL 2).

7 PROVIDE 120V DUPLEX GFCI RECEPTACLE RATED FOR OUTDOOR USE WITH

WEATHERPROOF COVER AT EACH TRELLIS STRUCTURE (2 LOCATIONS).

1 EXISTING MUSEUM BUILDING TO REMAIN.

E1.0

ELECTRICAL PLAN

1"=30'-0"

2 EXISTING LIGHT POLE TO REMAIN IN AREA OF WORK (2 LOCATIONS). V.I.F.

2 2

4 4

4 4

TO EXISTING

MAIN BREAKER

ELECTRICAL PANEL.

REFER TO DETAIL 2/E1.0

E1.0

ELECTRICAL DETAIL

N.T.S.

E1.0

ELECTRICAL CALCULATIONS

N.T.S.

E1.0

ELECTRICAL DETAIL

N.T.S.

8 AREA FOR THE MUSEUM ARTIFACTS (8 LOCATIONS).

8 11

TYP.

2- 1" PVC CONDUIT

EDGE OF CURB.

STAMPED CONCRETE

AREA

0'-

0"

4 5

4 5

9 UNDERGROUND QUAZITE BOXES.

2'- 6"

2'- 6"

9'- 0"

TY

P.

9'- 0"

TY

P.

10 EXISTING FLAG POLE TO REMAIN IN AREA OF WORK.

GFCI RECEPTACLE RATED FOR OUTDOOR ON COLUMN.

11 FLAG POLE LOCATION.

TYP.