BRUNERCOMMERCE PARK

1600-1620 Executive Airport Drive, Henderson, NV 89052

MASTER-PLANNED INDUSTRIAL PARK

CHRIS CONNELL +1 702 836 3709 chris.connell@colliers.com

JERRY DOTY +1 702 836 3735 jerry.doty@colliers.com

GRANT TRAUB, +1 702 836 3789 grant.traub@colliers.com

The information furnished has been obtained from sources we deem reliable and is submitted subject to errors, omissions and changes. Although Colliers Nevada, LLC has no reason to doubt its accuracy, we do not guarantee it. All information should be verified by the recipient prior to lease, purchase, exchange or execution of legal documents.

1600-1620 Executive Airport Drive, Henderson, NV 89052

• Class A Industrial

• Concrete Tilt Up Construction

• Fire Sprinklers

• BTS Office

• ±20’ Clear Height

• Grade Level Loading

• Close Proximity to I-15 and I-215 Freeway

• Located adjacent to Henderson Executive Airport

HIGHLIGHTS:

SURROUNDING NEIGHBORS INCLUDE:

Master-planned industrial park consisting of units from ±1,800 to ±21,550 SFLocated only 30 miles from the California state line, minutes

from the Las Vegas “Strip”, McCarran International Airport, and

other nearby amenities.

BRUNERCOMMERCE PARK

The information furnished has been obtained from sources we deem reliable and is submitted subject to errors, omissions and changes. Although Colliers Nevada, LLC has no reason to doubt its accuracy, we do not guarantee it. All information should be verified by the recipient prior to lease, purchase, exchange or execution of legal documents.

1600-1620 Executive Airport Drive, Henderson, NV 89052

HENDERSON SUBMARKET

EXECUTIVE AIRPORT DRIVE

BLDG. 1

BLDG SF DIVISIBLE TO POWER GRADE DOORS

BUILDING 11600 Executive Airport Drive

±10,800 ±1,800 TBD 6

BUILDING 21610 Executive Airport Drive

±21,550 ±1,800 TBD 11

BUILDING 31620 Executive Airport Drive

±21,550 ±1,800 TBD 11

BUILDING 1

BUILDING 2 BUILDING 3

1600-1620 Executive Airport Drive, Henderson, NV 89052BRUNERCOMMERCE PARK

BLDG. 3BLDG. 2

GRADE LEVEL LOADING =

CHRIS CONNELL +1 702 836 3709 chris.connell@colliers.com

JERRY DOTY +1 702 836 3735 jerry.doty@colliers.com

GRANT TRAUB, +1 702 836 3789 grant.traub@colliers.com

BRUNER AVENUE

AMERICANWEST

NV WEST

CALATLANTIC

APARTMENTS

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VEThe information furnished has been obtained from sources we deem reliable and is submitted subject to errors, omissions and changes. Although Colliers Nevada, LLC has no reason to doubt its accuracy, we do not guarantee it. All information should be verified by the recipient prior to lease, purchase, exchange or execution of legal documents.

1600-1620 Executive Airport Drive, Henderson, NV 89052

Copyright © 2019 Colliers International.

BRUNERCOMMERCE PARK

delta date description

project number

Drawings and specifications remainthe property of the design

professional. Copies of thedrawings and specifications retainedby the client may be utilized only forhis use and for occupying the projectfor which they are prepared, and notfor construction of any other project.

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SITE PLAN KEYNOTES

41 PLAYGROUND EQUIPMENT

TRANSFORMER LOCATION AND CONCRETE PAD. REFER TO NVE DRAWINGS.

A/C PAVING. REFER TO CIVIL DRAWINGS AND GEOTECHNICAL REPORT FOR THICKNESS ANDSUBGRADE REQUIREMENTS.

33 DECORATIVE METAL FENCE PER 2/A1.10. POWDER COATED COLOR TO MATCH

14 VEHICULAR TRAFFIC INGRESS LOCATION

15 VEHICULAR TRAFFIC EGRESS LOCATION

MAIN ELECTRICAL ROOM. REFER TO FLOOR PLANS. REFER TO ELECTRICAL DRAWINGS AND NVEDRAWINGS FOR LAYOUT.

MAIN DATA ROOM. REFER TO FLOOR PLANS. ROUTE PHONE ANDCABLE SERVICE HERE.

FIRE RISER ROOM LOCATION. REFER TO FLOOR PLANS.

6" WIDE CONCRETE CURB WHERE A/C TERMINATES AT THE BUILDING 6/A12.10

41A PRESCHOOL (AGES 2-5) PLAYGROUND EQUIPMENT STRUCTURE W/ INTEGRAL SHADE COVERPER 13A/A12.11

41B GRADE SCHOOL (AGES 5-12) PLAYGROUND EQUIPMENT STRUCTURE W/ INTEGRAL SHADECOVER PER 13B/A12.11

SYNTHETIC FALL SAFETY SURFACE. SEE DETAIL 13/A12.11.

74' x 50' BASKETBALL COURT STRIPING AND (2) POLE MOUNTED GOAL PACKAGES- MANF: LA STEELCRAFT MODEL PARTS:#1256 STRAIGHT SINGLE POST W/ REC. SHAPE EXTENSION; MODEL 12 12 GAUGESTEEL BACKBOARD; MODEL UPGN DOUBLE RIM WITH NYLON NET;

CONCRETE PAVING. REFER TO CIVIL DRAWINGS AND GEOTECHNICAL REPORT FOR THICKNESSAND SUBGRADE REQUIREMENTS.

6" WIDE CONCRETE MOW CURB PER 7/A12.10

MAIN ENTRY

GREASE INTERCEPTOR. REFER TO CIVIL AND PLUMBING DRAWINGS

ARTIFICIAL TURF AREA. REFER TO LANDSCAPE DRAWINGS.

20' TETHERBALL COURT STRIPING AND POLE/TETHERBALL PACAKAGE:MANF: MIRACLE MODEL PARTS:#282-222: TETHERBALL WITH POLE (CONC. FOOTING COLOR TO MATCHASPHALT CONCRETE) #282-223: TETHERBALL GROUND SLEEVE#283-255: TETHERBALL POLE #283-850: TETHERBALL WITH ROPE

TRASH ENCLOSURE. REFER TO ENLARGED PLAN X/AXX

PROVIDE WHITE PAINTED STRIPING FOR 8' X 20' ACCESS AISLE

PROVIDE WALL MOUNTED SAFE DISPERSAL AREA SIGNAGE - REFERTO SHEET A12.27 SIGN "L" FOR DESIGN

16 ACCESSIBLE ROUTE PER SITE PLAN GENERAL NOTES.

16A ACCESSIBLE ROUTE TO PUBLIC RIGHT OF WAY PER IBC 1104.

16B ACCESSIBLE ROUTE TO ACCESSIBLE PARKING ACCESS AISLE PER ANSI 117.1 502.

16C ACCESSIBLE ROUTE TO ACCESSIBLE PASSENGER LOADING ZONE PER ANSI 117.1 503.

16D ACCESSIBLE ROUTE TO PLAY AREA PER ANSI 117.1 1108.2.

17 SAFE DISPERSAL AREAREQUIRED AREA : X OCCUPANTS X 5 SF = X SFPROVIDED AREA : X SF AT TURF AREA + X SF AT BASKETBALL AREA

12 ACCESSIBLE PARKING. REFER TO ENLARGED PLAN.

43

44

13 PASSENGER LOADING ZONE

16' FOURSQUARE COURT STRIPING45

42

23

27

1

4

3

2

5

11

17A

25

13A

6

24A

24B

21

IRRIGATION CONTROLLER LOCATION . REFERENCE LANDSCAPE DRAWINGS.7

CONCRETE SIDEWALK. REFER TO CIVIL DRAWINGS AND GEOTECHNICAL REPORT FORTHICKNESS AND SUBGRADE REQUIREMENTS. SEE 6/C6.2 FOR JOINT REQUIREMENTS.

22

CONCRETE CURB24

12" WIDE CONCRETE CURB BELOW FENCE PER 8/A12.10.24C

CMU RETAINING WALL. REFER TO CIVIL FOR EXTENTS AND STRUCTURAL FOR DETAILS. REFERENCE9/A12.10 FOR WATERPROOFING INFORMATION. REFER TO SITE WALL ELEVATIONS AND SECTIONS.

CURB RAMP PER 10/A12.10.22A

CONCRETE STEPS ON GRADE WITH HANDRAIL ON BOTH SIDES. REFER TO CIVIL. SEEDETAIL 9/A12.60 FOR RAILING INFORMATION. PROVIDE EQ. RISERS @ 7" H. MAX. AND12" TREADS

22B

28 FIRE HYDRANT. REFER TO CIVIL DRAWINGS. PROVIDE CONCRETE PAD AT BASE.

SITE LIGHTING. SEE ELECTRICAL DRAWINGS. WHERE OCCURS, SACK AND PATCH CONCRETE BASESMOOTH.

8

CMU-1a

CMU-1

2" WALL CAP CONCRETE MASONRY UNIT· Cemex

WALL CONCRETE MASONRY UNIT - PROVIDE SPLIT FACE FINISH AT ALL VISIBLE SIDES· Cemex

33A 6'-0" HIGH x 4'-0" WIDE GATE. SEE DETAIL 3/A12.10.

33B 6'-0" HIGH x 12'-0" WIDE DOUBLE SWING GATE WITH DROP LOCK. SEE DETAIL 5/A12.10.

PROVIDE FENCE MANUFACTURER'S STANDARD GATE AND KEYED LOCKING HARDWARE

LANDSCAPE PLANTER. REFER TO LANDSCAPE DRAWINGS.26

FLAGPOLE PER 4/A12.10

BIKE RACKS- MANF: BENSON OUTDOORS #BRG-18-G (GALVANIZED)

35

36

18 SAFE DISPERSAL AREA FOR PLAYGROUND AREA OCCUPANTS ONLYX SF/50 = X OCCUPANTS X 5 = X SF REQUIRED ; X SF PROVIDED

PROVIDE STRIPING SEPARATING PASSENGER LOADING ZONE13B

SITE PLAN GENERAL NOTES1. GENERAL PATH OF ACCESSIBILITY NOTES

A. CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36" MINIMUM EXCEPT FOR GREATER WIDTHS REQUIRED AT DOORS (ANSI 117.1 sec. 403.5), TURNS ANSI FIGURE ANSI 117.1 sec. 403.5.1,AND PASSING SPACES (ANSI 117.1 sec. 403.5.2).

B. PORTIONS OF AN ACCESSIBLE ROUTE WITH RUNNING SLOPES STEEPER THAN 1:20 ARE RAMPSAND SHALL COMPLY WITH ANSI 117.1 sec. 405.

C. CHANGES IN LEVEL ALONG AN ACCESSIBLE ROUTE SHALL COMPLY WITH ANSI 117.1 sec. 303.CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM ARE PERMITTED TO BE VERTICAL WITHOUT EDGETREATMENT; CHANGES BETWEEN 1/4" AND 1/2" HIGH MAXIMUM ARE TO BE BEVELED WITH SLOPENOT STEEPER THAN 1:2; CHANGES GREATER THAN 1/2 " ARE TO BE ACCOMPLISHED WITH CURBRAMP OR RAMP AND SHALL COMPLY WITH ANSI 117.1 sec. 405 or 406.

D. ACCESSIBLE BUILDING ENTRANCES SHALL BE CONNECTED TO ACCESSIBLE ROUTES ANDCOMPLY WITH THE REQUIREMENTS OF IBC CHAPTER 11 AND ANSI 117.1 CHAPTER 4.

E. ACCESSIBLE ROUTE PATHS OF TRAVEL SHALL HAVE A 5% MAXIMUM SLOPE IN THE DIRECTION OFTRAVEL, 2% MAXIMUM CROSS SLOPE, 2% MAXIMUM SLOPE EACH WAY AT POINTS OF REST ORCHANGE IN DIRECTION. ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THEFOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20,DOORS AND DOORWAYS, RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES, ELEVATORS,AND PLATFORM LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THEAPPLICABLE PORTIONS OF 2009 ANSI 117.1.

F. COORDINATE CIVIL DRAWINGS FOR SLOPES AT INDICATED EXTERIOR ACCESSIBLE ROUTES AND NOTIFY ARCHITECT FOR ANY DISCREPANCIES AND SLOPES IN EXCESS OF ALLOWEDMAXIMUMS.

CONCRETE RAMP WITH HANDRAIL ON BOTH SIDES. REFER TO CIVIL. SEE DETAIL9/A12.60 FOR RAILING INFORMATION. MAX. 1:12 SLOPE.

22C

29 DETENTION BASIN. SEE CIVIL DRAWINGS.

30 MONUMENT SIGN. SEE DETAIL 17/A12.11.

31 6'-0"H DECORATIVE CMU SCREEN WALL. SEE DETAIL 12/A12.10 FOR CMU TYPES. REFER TOCIVIL FOR EXTENTS AND STRUCTURAL FOR DETAILS.

EP-4

CMU-2a

CMU-2

2" WALL CAP CONCRETE MASONRY UNIT· Cemex

WALL CONCRETE MASONRY UNIT - PROVIDE SPLIT FACE FINISH AT ALL VISIBLE SIDES· Cemex

• • • • • • • •• • • • • • • •• • •• • • •• •• • •• ••• •• • • • • • • • • • • • •• • • • • • • • •• • •• • • •• •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •TO GEOTECHNICAL REPORT AND WALL SECTIONS.

36

36A EXTEND PIPE AND DAYLIGHT 12" MINIMUM ABOVE FINISHED GRADE

32 PRE-MANUFACTURED LANDSCAPE RETAINING WALLS WITH STANDARD CAPS ASMANUFACTURED BY KEYSTONE HARDSCAPES OR APPROVED EQUAL. REFER TO CIVIL FOREXTENTS. COLOR TO MATCH CMU-2

STAMP DATE

Prelim

inary

- NOT FOR

CONSTRUCTION

FUTURE CHARTER SCHOOL PINE CREST ACADEMY

VOLUNTEER BOULEVARD

BERM

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ROAD

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LAS

VEGA

S BO

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±55,000 CPD

±17,000 CPD

±42,000 CPD