BRUNERCOMMERCE PARK
1600-1620 Executive Airport Drive, Henderson, NV 89052
MASTER-PLANNED INDUSTRIAL PARK
CHRIS CONNELL +1 702 836 3709 [email protected]
JERRY DOTY +1 702 836 3735 [email protected]
GRANT TRAUB, +1 702 836 3789 [email protected]
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 [email protected]
JERRY DOTY +1 702 836 3735 [email protected]
GRANT TRAUB, +1 702 836 3789 [email protected]
BRUNER AVENUE
AMERICANWEST
NV WEST
CALATLANTIC
APARTMENTS
ROBERTS COMMUNICATION
ST ROSE
PARKW
AY
USA±116 ACRES
MIXED-USE
15
STARR INTERCHANGE
EXEC
UTIV
E AI
RPOR
T DRI
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.
date
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ARCHITECTURALSITE PLAN
2018113
SEPTEMBER 11, 2018
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A ARCHITECTURAL SITE PLANSCALE: 1" = 40'-0"
NORTH
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DALE AVE.
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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
UDA
ROAD
E BRUNER AVENUE
LAS
VEGA
S BO
ULEV
ARD
±55,000 CPD
±17,000 CPD
±42,000 CPD
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