Attachment 12 - RKMF210070 - Electrical As-Builts Sunshades 23-24.pdf

RKMF 21-0070

NELLIS AIR FORCE BASE

NEVADA

SCHEDULE OF DRAWINGS

SHEET REFERENCE NUMBER SHEET TITLE

G-1 COVER PAGE, HAUL ROUTE

G-2 GENERAL NOTES AND LAYDOWN AREA

G-3 SITE PLAN

C-1 SITE PLAN LAYOUT ROWS 23 & 24

C-2 CIVIL DETAILS

E-1 POWER PLAN ROWS 23 & 24

INSTALL ELECTRICAL POWER

TO SUNSHADES ROW 23 & 24

BASE CIVIL ENGINEERING

(BLDG 812)

NORTH GATE

SECURITY POLICE

(BLDG 2)

MAIN GATE

CONTRACTING OFFICE

(BLDG 588)

TYNDALL GATE

N

E

S

W

FIRE DEPT

(BLDG 277)

A B C D E F G H

SHEET

REFERENCE

NUMBER

ANSI

D

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

F I L E

N

O

NELLIS AFB, NEVADA

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

BUILDING OR FACILITY:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DEPARTMENT OF THE AIR FORCE

NELLIS AFB, NEVADA

INSTALL ELEC. PWR FOR SUNSHADES

ROWS 23 & 24

COVER PAGE, HAUL ROUTE

AS SHOWN

21-0070

RKMF210070G01

WELDIN

WELDIN

WELDIN

WELDIN

G-1

9/30/22

9/30/22

9/30/22

9/30/22

9/30/22

AS-BUILT

RECORD

DRAWINGS

HAUL ROUTE

PROJECT LOCATION

ROWS 23 AND 24

A B C D E F G H

SHEET

REFERENCE

NUMBER

ANSI

D

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

F I

NELLIS AFB, NEVADA

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

BUILDING OR FACILITY:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DEPARTMENT OF THE AIR FORCE

NELLIS AFB, NEVADA

INSTALL ELEC. PWR FOR SUNSHADES

ROWS 23 & 24

GENERAL NOTES

AS SHOWN

21-0070

RKMF210070G02

WELDIN

WELDIN

WELDIN

WELDIN

G-2

9/30/22

9/30/22

9/30/22

9/30/22

9/30/22

AS-BUILT

RECORD

DRAWINGS

3. DESCRIPTIONS OF WORK

Install Electrical Power and Communication lines for Flightline Sunshades Rows 23 & 24. All construction shall meet all Applicable Local, State, and Federal Codes & Standards including

ADA. The Contractor shall provide a 35% design, cost estimate (PDF and E4 Clicks), this Scope of Work (compliant with the SOO), and ABS and LBS survey results (as required). The work to be accomplished includes the following description.

3.1 General Requirements – Division 1

3.1.1 Conduct weekly meetings with 99CES/CENMP Project Manager, and the Contracting Officer (if available).

3.1.2 Weldin will submit 35% design drawings for government review and approval.

3.1.3 Provide and install temporary laydown area beside the designated work area.

3.1.4 Provide temporary restrooms and handwashing station for work crews.

3.1.5 Provide construction debris dumpsters.

3.1.6 Provide daily cleaning and site maintenance to ensure a safe and clean work area.

3.1.7 Provide final cleaning of the construction area.

3.1.8 The construction sites shall be swept daily or as required to keep flight line clear of soil and debris (FOD).

3.1.9 Provide third party security escorts during the duration of the project.

3.2 Existing Conditions – Division 2

3.2.1 Provide low profile barricades at jobsite to ensure that the construction site area is contained and physically separated from the public.

3.2.2 Sawcut and remove existing concrete apron for trenching and conduit placement. The main trench in the apron to be 5’ in width. Minimize trench saw cutting in the apron and roadways. The concrete is 12” ±-(1”) thick in most places.

3.2.3 Provide Hydro-Excavation for the exposing of existing utility lines under the removed concrete on the roadway and taxiways. Hydro-Excavate the entire trench line.

3.2.4 Provide trench plates over open trenches where required for vehicle and airplane crossing during construction.

3.3 Concrete – Division 3

3.3.1 Contractor shall hire a third-party testing personnel for concrete and provide test result to the Government.

3.3.2 Drill 1 ¼” holes at 12” on center into the side of the existing concrete slab to insert 1” plastic sleeves and metal dowels.

3.3.3 Provide and install asphalt expansion joint material between existing concrete and new concrete place on roadways and taxiways.

3.3.4 Provide and install 1” diameter metal dowels, 20” long and 10” plastic sleeves at 12” on center on each side of the trench to anchor existing concrete slab to new concrete slab.

3.3.5 Provide and install #5 rebar reinforcement in electrical & comm service trenches to future sunshades and the side of the new vaults. No additional reinforcement will be installed in trench for concrete preparation.

3.3.6 Replace concrete apron for trenching and conduit placement. Concrete will be 12” thick, #844, 4500-psi 650PSI Flex Design mix and in accordance with specifications for airfield pavements.

3.3.7 Sawcut new expansion joint every 10’ +/- in the newly placed concrete.

3.3.8 Provide and install expansion joint epoxy filler to newly placed concrete.

3.4 Metals – Division 5

3.4.1 Provide and install four (4) conduit cover plates, two (2) at each future sunshade location to protect the newly installed electrical and comm conduit.

3.5 Finishes – Division 9

3.5.1 Paint the required airport striping adjacent to rows 23 & 24 where the service trench concrete is replaced.

3.6 Electrical – Division 26

3.6.1 Provide and install twelve (12) each schedule 40, 4” PVC conduit from the existing vault at Sunshade 22 to rows 22 & 23. One (1) each conduit will be run to the electrical vaults at each sunshade and ten (10) spare conduits will be installed through and past the electrical vault at row 24 and capped for future use. Conduit to be installed a minimum of 12” below bottom of concrete. Use conduit chairs and bracing where needed.

3.6.2 Provide one (1) schedule 40, 2” PVC conduit from each electrical vault to the specified location at rows 23 & 24. Stub up to withing ½” of the elevation of existing concrete.

3.6.3 Provide and install three (3) 1/0Cu and one (1) #2Cu ground from the existing 100A switchboard at Bldg. 253 to each electrical vault which will be placed at Sunshades 23 & 24.

Assume a load of approximately 100A at 208Y/120VAC for each row of sunshades. Use the existing conduit from Bldg. 253 to the existing vault at Sunshade 22. Coil 30’ of new wire in the electrical vaults at each sunshade.

3.6.4 Connect the new electrical wire at the 100A switchboard at Bldg. 256. Testing and the report from testing is required on the new electrical wire.

3.6.5 Provide Lock-Out-Tag-Out at the 100A switchboard for the new electrical wire for Sunshades 23 & 24.

3.7 Communications – Division 27

3.7.1 Provide and install two (2) each 4” schedule 40 PVC conduit from the new vault at Sunshade 22 through the new comm vaults at rows 23 & 24 and capped on the exit side of the vault at row 24 for future use. Conduit to be installed a minimum of 12” below bottom of concrete.

3.7.2 Provide one (1) schedule 40, 2” PVC conduit from each comm vault to the specified location at rows 23 & 24. Stub up to within ½” of the elevation of existing concrete.

3.7.3 No communication fiber will be installed on this project.

3.8 Earthwork – Division 31

3.8.1 Contractor shall hire a third-party testing personnel for soil density testing and provide test result to the Government.

3.8.2 Remove existing sawcut concrete apron, asphalt and landscaping for trenching and haul off site and dispose of. The main trench in the apron to be 5’ in width. The existing concrete is 12” ±-(1”) thick in most places.

3.8.3 Provide Hydro-Excavation for the exposing of existing utility lines under the removed concrete on the roadway and taxiways.

3.8.4 Provide dust control via existing hydrants and or water truck.

3.8.5 Excavate the native material from trench after removal of concrete to a minimum depth of 4’1”. Haul the material off site and store for put back.

3.8.6 Provide a sand bedding and cover for new electrical and communication conduit. Conduit to have a minimal of 3” sand bedding underneath and 6” cover over the conduit.

3.8.7 Backfill trench with the native material that was stored after it was removed from the trench.

3.8.8 Provide and install 4” of Type II road base prior to concrete placement.

3.9 Exterior Improvements – Division 32

3.9.1 Replace any removed asphalt and landscaping rock that was removed during the trenching process.

3.10 Utilities – Division 33

3.10.1Provide and install five (5) 100,000 lbs. rated concrete vaults at rows 22, 23 & 24, three (3) Communication vaults and two (2) Electrical vaults. One (1) comm vault to be installed at

Row 22 near the existing electrical vault, one (1) at each row for electric and one (1) at each row for communications.

SCALE: NTS

OVERALL SITE PLAN

N

ES

W

A B C D E F G H

SHEET

REFERENCE

NUMBER

ANSI

D

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

F I

NELLIS AFB, NEVADA

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

BUILDING OR FACILITY:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DEPARTMENT OF THE AIR FORCE

NELLIS AFB, NEVADA

INSTALL ELEC. PWR FOR SUNSHADES

ROWS 23 & 24

OVERALL SITE PLAN

AS SHOWN

21-0070

RKMF210070G03

WELDIN

WELDIN

WELDIN

WELDIN

G-3

9/30/22

9/30/22

9/30/22

9/30/22

9/30/22

AS-BUILT

RECORD

DRAWINGS

LAYDOWN AREA

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BUILDING 276

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BUILDING 270

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BUILDING 259

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BUILDING 262

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BUILDING 260

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BUILDING 257

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BUILDING 253

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BUILDING 255

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BUILDING 256

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BUILDING 252

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BUILDING 277

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BUILDING 256

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BUILDING 253

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SUNSHADE 16

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SUNSHADE 17

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SUNSHADE 18

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SUNSHADE 19

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SUNSHADE 20

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SUNSHADE 21

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SUNSHADE 22

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FUTURE SUNSHADE 23

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FUTURE SUNSHADE 24

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FUTURE SUNSHADE 25

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FUTURE SUNSHADE 26

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FUTURE SUNSHADE 27

ROW 23 ROW 24

EXISTING POWER VAULT

AT SUNSHADE 22

460'±

ROW 23

ROW 24

EXISTING POWER VAULT

AT SUNSHADE 22

NEW COMM VAULT

ROW 23

NEW POWER VAULT

ROW 23

NEW COMM VAULT

ROW 24

NEW POWER VAULT

ROW 24

C1

MAIN TRENCH

C1

COMM TRENCH

POWER TRENCH

C1

C1

MAIN TRENCH

C1

COMM TRENCH

POWER TRENCH

C1

STUB UP PLATES (TYP)

C1

NEW COMM VAULT

ROW 22

SCALE: 1"=60'-0"

DEMOLITION LAYOUT ROWS 23 &24

N

ES

W

SHEET NOTES:

LEGEND

NOT IN CONTRACT

0 60' 120' 180'

SCALE: 1" = 60'

30'

DEMOLITION NOTES

1. CONTRACTOR TO VERIFY LOCATION AND SIZE

OF EXISTING EQUIPMENT FOR DEMOLITION,

RELOCATION AND POINT OF CONNECTION

2. THE CONSTRUCTION SIGHT WILL BE SWEPT

DAILY OR AS NEEDED TO KEEP THE FLIGHT

LINE CLEAR OF SOIL AND DEBRIS (FOD)

3. ESCORTS WILL BE REQUIRED FOR THIS

PROJECT

4. ASPHALT CUTS ARE APPROX. 4" THICK

5. CONCRETE VEHICLE ROAD CUTS ARE APPROX.

8" THICK

6. CONCRETE APRON CUTS ARE APPROX. 12"± 2"

THICK

SAWCUT EXISTING CONCRETE AS NEED TO

TRENCH FOR ELECTRICAL & COMM CONDUIT

2 SAWCUT EXISTING CONCRETE AS NEEDED TO

INSTALL NEW COMM & POWER STUB UP WITH

FLUSH CAPS AT EXISTING CONCRETE LEVEL

SCALE: 1"=60'-0"

SITE LAYOUT ROWS 23 &24

N

ES

W

0 60' 120' 180'

SCALE: 1" = 60'

30'

CONSTRUCTION NOTES

INSTALL NEW CONCRETE AS NEED TO

TRENCH FOR ELECTRICAL & COMM CONDUIT

2 INSTALL NEW CONCRETE AS NEEDED TO

INSTALL NEW COMM & POWER STUB UP WITH

FLUSH CAPS AT EXISTING CONCRETE LEVEL

A B C D E F G H

SHEET

REFERENCE

NUMBER

ANSI

D

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

F I

NELLIS AFB, NEVADA

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

BUILDING OR FACILITY:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DEPARTMENT OF THE AIR FORCE

NELLIS AFB, NEVADA

INSTALL ELEC. PWR FOR SUNSHADES

ROWS 23 & 24

SITE PLAN LAYOUT

AS SHOWN

21-0070

RKMF210070C1

WELDIN

WELDIN

WELDIN

WELDIN

C-1

9/30/22

9/30/22

9/30/22

9/30/22

9/30/22

AS-BUILT

RECORD

DRAWINGS

3 SAWCUT EXISTING CONCRETE AS NEEDED TO

INSTALL NEW COMM & POWER VAULTS

3 PROVIDE AND INSTALL NEW COMM & POWER

VAULTS

4 PROVIDE AND INSTALL NEW COMM & POWER

STUB UP PLATES

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BUILDING 270

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BUILDING 259

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SUNSHADE 20

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SUNSHADE 21

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SUNSHADE 22

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FUTURE SUNSHADE 25

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FUTURE SUNSHADE 26

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BUILDING 259

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BUILDING 277

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SUNSHADE 21

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SUNSHADE 22

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FUTURE SUNSHADE 25

FUTURE SUNSHADE 26

EXISTING

CONCRETE OR

A.C. PAVEMENT

UNDISTURBED

SOIL

COMPACTED SOIL FROM

EXCAVATION SPOILS

SAND BEDDING

4" CONDUIT

2'

NEW

CONCRETE

DEPTH VARIES

12" -16"

MIN.

8"

4" TYPE 2 UNDER

CONCRETE

NOTE: RUN COMM TRENCH 4" DEEPER THAN POWER TRENCH WERE

THEY CROSS EACH OTHER

EXISTING

CONCRETE OR

A.C. PAVEMENT

UNDISTURBED

SOIL

COMPACTED SOIL FROM

EXCAVATION SPOILS

2'

NEW

CONCRETE

DEPTH VARIES

12" MIN.

8"

4" TYPE 2 UNDER

CONCRETE

4" CONDUIT

SAND BEDDING

EXISTING

CONCRETE OR

A.C. PAVEMENT

UNDISTURBED

SOIL

COMPACTED SOIL FROM

EXCAVATION SPOILS

(12) 4" POWER CONDUIT

5'

NEW

CONCRETE

DEPTH VARIES

12" MIN.

4" TYPE 2 UNDER

CONCRETE

(2) 4" COMM CONDUIT

SAND BEDDING

1" DIA DOWELS 20"

LONG @12" O.C.

EXISTING

CONCRETE

NEW 45OO PSI

CONCRETE

CONTROL JOINT

SEE DETAIL A

CONTROL JOINT

SEE DETAIL A

1/2" ± 1/8"

2 1/2"

SAW 1/4" GROOVE

FILL WITH EXPANSION

JOINT EPOXY

DETAIL A

8"

SQ

1" Ø

PICKING

HOLE

NOTE: PLATE IS 8"x8"x

" THICK

8"

3-7/8"Ø OR

1-7/8" Ø

PIPE

(2) 5" DIA THROUGH

HOLES AS SHOWN.

LOCATON MAY VARY TO

AVOID REINFORCEMENT

(2) 5" DIA THROUGH

HOLES AS SHOWN.

LOCATON MAY VARY TO

AVOID REINFORCEMENT

#4 @ 12" OC

ELEVATION VIEW

#4 HORIZ. U-BAR

@ 12" OC

(4) #4 REBAR

VERT. U-BAR

@ 12" O.C.

1 1/2"", CLR

K2S SPRING ASSIST

HATCH LID BY NEENAH

FOUNDRY

(2) 3/4" X 6" FERRULE

LOOP INSERTS FOR

LIFTING

PLAN VIEW

3'-6"

2'-2"8"

8"

8"

8"

PLAN VIEW

8"

8"

8"

8" 2'-2"

3'-6"

(2) 3/4" X 6" FERRULE

LOOP INSERTS FOR

LIFTING

2"

1"

3 1/2"

7"

0"

(4) #4 REBAR

VERT. U-BAR

@ 12" O.C.

(6) #4 HORIZ.

U-BAR @ 10" OC

MAX

ELEVATION VIEW

(1) 3" DIA THROUGH

HOLE, 1/2" CLR FROM

INVERT

(11) 5" DIA THROUGH

HOLES AS SHOWN.

LOCATON MAY VARY TO

AVOID REINFORCEMENT

(10) 5" DIA THROUGH

HOLES AS SHOWN.

LOCATON MAY VARY TO

AVOID REINFORCEMENT

1 1/2", CLR

K2S SPRING ASSIST

HATCH LID BY NEENAH

FOUNDRY

#4 @ 12" OC

1'-9"1'-9"

8", TYP

SIDE VIEW

SCALE: NTS

MAIN TRENCH DETAIL

SCALE: NTS

COMM TRENCH DETAIL

SCALE: NTS

POWER TRENCH DETAIL

SCALE: NTS

CONCRETE DETAIL

SCALE: NTS

CONDUIT STUB UP COVER PLATE DETAIL

SCALE: NTS

PRECAST COMM VAULT DETAIL

SCALE: NTS

PRECAST POWER VAULT DETAIL

A B C D E F G H

SHEET

REFERENCE

NUMBER

ANSI

D

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

F I

NELLIS AFB, NEVADA

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

BUILDING OR FACILITY:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DEPARTMENT OF THE AIR FORCE

NELLIS AFB, NEVADA

INSTALL ELEC. PWR FOR SUNSHADES

ROWS 23 & 24

CIVIL DETAILS

AS SHOWN

21-0070

RKMF210070C2

WELDIN

WELDIN

WELDIN

WELDIN

C-2

9/30/22

9/30/22

9/30/22

9/30/22

9/30/22

AS-BUILT

RECORD

DRAWINGS

ROW 23 ROW 24

EXISTING POWER VAULT

AT SUNSHADE 22

NEW COMM VAULT

ROW 23

NEW POWER VAULT

ROW 23

NEW COMM VAULT

ROW 24

NEW POWER VAULT

ROW 24

NEW COMM VAULT

ROW 22

EXISTING SERVICE

100A SWITCHBOARD

ADJACENT TO BLDG 253

EXISTING POWER

VAULT AT ROW 22

EXISTING 4" CONDUIT

PROVIDE (3) 1/0Cu AND (1)

#2 Cu GROUND TO EACH

NEW POWER VAULT

PROVIDE LOCK

OUT TAG OUT

FOR NEW WIRES

INSTALLED

NEW POWER

VAULT AT ROW 23

NEW POWER

VAULT AT ROW 24

PROVIDE (12) 4" CONDUIT

(11) SPARE WITH PULL STRING

(2) WITH 1/0Cu AND

(1) #2 Cu GROUND

PROVIDE (11) 4" CONDUIT

(10) SPARE WITH PULL STRING

(1) WITH 1/0Cu AND

(1) #2 Cu GROUND

NEW COMM

VAULT ROW 23

STUB UP

PLATE ROW 23

2" COMM

CONDUIT

WITH PULL

STRING

PROVIDE (2)

4" COMM

CONDUIT

STUB UP

PLATE ROW 23

2" POWER

CONDUIT

WITH PULL

STRING

NEW COMM

VAULT ROW 24

STUB UP

PLATE ROW 24

2" COMM

CONDUIT

WITH PULL

STRING

STUB UP

PLATE ROW 24

2" POWER

CONDUIT

WITH PULL

STRING

EXTEND (2) 4"

CONDUIT 10'

AND PLUG

EXTEND (10) 4"

CONDUITS 10'

AND PLUG

NEW COMM

VAULT ROW 22

PROVIDE (2)

4" COMM

CONDUIT

SUNSHADE MDP PANEL SCHEDULE

CKT# DESCRIPTION

25 SUNSHADE 23

27 SUNSHADE 24

AMP

CKT #25 SS 23

CKT #25 SS 24

SCALE: 1"=60'-0"

POWER PLAN ROWS 23 & 24

N

ES

W

SHEET NOTES:

LEGEND

NOT IN CONTRACT

0 60' 120' 180'

SCALE: 1" = 60'

30'

1. CONTRACTOR TO VERIFY LOCATION AND SIZE OF EXISTING

EQUIPMENT FOR DEMOLITION, RELOCATION AND POINT OF

CONNECTION

2. THE CONSTRUCTION SIGHT WILL BE SWEPT DAILY OR AS

NEEDED TO KEEP THE FLIGHT LINE CLEAR OF SOIL AND

DEBRIS (FOD)

3. ESCORTS WILL BE REQUIRED FOR THIS PROJECT

4. ASPHALT CUTS ARE APPROX. 4" THICK

5. CONCRETE VEHICLE ROAD CUTS ARE APPROX. 8" THICK

6. CONCRETE APRON CUTS ARE APPROX. 12"± 2" THICK

CONSTRUCTION NOTES

SCALE: NTS

CONDUIT LAYOUT ROWS 23 & 24

1 INSTALL NEW CONCRETE ELECTRICAL VAULT FOR

EACH ROW

3 INSTALL 4" SCH 40 CONDUIT FOR COMMUNICATIONS

2 INSTALL NEW CONCRETE COMMUNICATION VAULT FOR

EACH ROW

4 INSTALL 4" SCH 40 CONDUIT FOR POWER

A B C D E F G H

SHEET

REFERENCE

NUMBER

ANSI

D

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

F I

NELLIS AFB, NEVADA

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

BUILDING OR FACILITY:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DEPARTMENT OF THE AIR FORCE

NELLIS AFB, NEVADA

INSTALL ELEC. PWR FOR SUNSHADES

ROWS 23 & 24

POWER PLAN

AS SHOWN

21-0070

RKMF210070E1

WELDIN

WELDIN

WELDIN

WELDIN

E-1

9/30/22

9/30/22

9/30/22

9/30/22

9/30/22

AS-BUILT

RECORD

DRAWINGS

5 PROVIDE AND INSTALL POWER WIRE, TERMINATE WITH

LOCK OUT TAG OUT AT SERVICE PANEL BY BLDG 253 AND

COIL OTHER END AT NEW POWER VAULT ROWS 23 & 24

3 3

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BUILDING 259

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BUILDING 262

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BUILDING 277

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SUNSHADE 20

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SUNSHADE 21

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SUNSHADE 22

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FUTURE SUNSHADE 25

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FUTURE SUNSHADE 26

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FUTURE SUNSHADE 28

FUTURE SUNSHADE 27