HomeMy WebLinkAboutEntrada presentationWESTLAKE ENTRADA
ITEM 6: AMPHITHEATER SPECIFIC USE PERMIT
ITEM 7: AMPHITHEATER PD SITE PLAN
ITEM 8: GAS PAD PD SITE PLAN
ITEM 9: RESTAURANT ROW PD SITE PLAN
AMPHITHEATER SPECIFIC USE PERMIT
For Any Event over 300, the Amphitheater operator must demonstrate
adequate provision for:
a.Parking
b.Traffic Control
c.Security
d.Noise
e.Any Other Concerns
Item 6
AMPHITHEATER PD SITE PLAN
Located in the Heart of the
Entrada Development
Designed to Draw Visitors Past
Restaurants and Shops
Pedestrian Friendly Layout
Item 7
STRUCTURES & DESIGN
Four Structures
Stage Building 8,328 sf
Ticketing 4,231 sf
Concessions 3,456 sf
Mezzanine 4,362 sf
Designed to host up to 3,000
299 Fixed Seats
2,700 Casual Seating –Terraced Lawn
2,968 sf Stage
Parking
Shared Parking Agreements
Item 7.1
KEY ARCHITECTURAL CHALLENGES
Achieving Spanish-Catalonian Architecture & Visual Qualities
Maintaining Small Masses
Accommodation of Grade
Integration of Stage
Item 7.2
Item 7.3
Item 7.4
Item 7.5
Item 7.6
Item 7.7
STAFF RECOMMENDATION
Staff Recommends Approval Subject to the Conditions Listed in the
Corresponding Staff Report
Item 7.8
GAS PAD PD SITE PLAN
Centrally Located Office, Retail
and Parking Garage
Surrounds and Effectively
Screens Inactive Gas Well Site
Item 8
STRUCTURES AND DESIGN
Two Sets of Interconnected Office
and Retail Buildings –37,430 sf
428 Stall Parking Garage
44 Surface Parking Spaces
Landscaped Southern Edge
Item 8.1
KEY ARCHITECTURAL CHALLENGES
Accommodating the Large Mass Created by the Parking Garage
“Public Building” in the Style of a Basilica or Coliseum
Articulation of Floors and Corners
Length of Façade
Architectural Details and Style Elements
Item 8.2
Item 8.3
Item 8.4
Item 8.5
STAFF RECOMMENDATION
Staff Recommends Approval Subject to the Conditions Listed in the
Corresponding Staff Report
Item 8.6
RESTAURANT ROW PD SITE PLAN
Located along the Water
Feature
Designed to Attract a Variety of
Restaurants
Pedestrian Friendly Layout
Connectivity with Mixed-Use
and Hotel/Plaza Area via Unique
Pedestrian Bridge
Item 9
STRUCTURES AND DESIGN
Seven Interconnected and Standalone
Buildings Totaling 27,351 sf
Structured Parking Provided Directly
to the West of the Site
Interaction with Water Feature
Pedestrian Bridge Design Accentuates
Unique Feel
Item 9.1
KEY ARCHITECTURAL CHALLENGES
Large Plate Requirements vs. Small Plate Characteristics of the Archetype
Plate Mitigation
Stucco, Stone, and Expansion Joints
Outdoor Seating
Pedestrian Bridge
Ratio of Glass
The Fine Details
Item 9.2
Item 9.3
Item 9.4
Item 9.5
Item 9.6
STAFF RECOMMENDATION
Staff Recommends Approval Subject to the Conditions Listed in the
Corresponding Staff Report
Item 9.7
THE ESTATES OF QUAIL HOLLOW
ITEM 10: SPECIFIC USE PERMIT
ITEM 11: PRELIMINARY PLAT
Item 10
RECOMMENDED CONDITIONS FOR QUAIL HOLLOW SUP
1.Private streets (Town Standards), gated, FM1938 access only (except public safety)
2.92 residential lots, plus/minus no more than 10% , meet underlying R-1 zoning.
3.Town deed restrictions/design guidelines approval –all 3 phases
4.Town approval of perimeter fencing plan
5.Lot 4 special side setback to preserve Dove Rd/FM1938 corner view corridor.
6.2.96 acre open space area dedicated to the Town not later than the approval of the
Phase 2 Final Plat for Quail Hollow. Private owned and maintained by HOA.
7.ROW dedications of perimeter roadways (Dove Road and Randol Mill Rd) required,
no access, thus no improvement required
8.All SUP conditions apply to entire 188 acres, all phases
Item 10.1