Attachment D - Stage 0 Report — Palm Springs City Council, July 8, 2026

ATTACHMENT D
Stage 0 Report
Palm Springs Convention Center | Modernization Project - Renovation + Expansion Stage 0 Report LMN/o2 Joint Venture Page 1
STAGE 0 REPORT 6 / 0 4 / 2 0 2 6
Palm Springs Convention Center (PSCC)
Modernization Project – Renovation + Expansion

P R O J E C T T E A M
Client – City of Palm Springs
City Engineer Joel Montalvo
Chief Economic Development
Officer
Wayne Olsen
Program and Project Administration
Conventional Wisdom Rick Schmidt
Conventional Wisdom Audra Biediger
Conventional Wisdom Michael Godoy
PSCC Operator – Oak View Group
General Manager Karen Totaro
Former General Manager Rob Hampton
Director of Operations Mario Irrera
Director of Event Services Kristie Dore
Design Team – LMN/o2 Joint Venture
LMN Partner-in-Charge Pamela Trevithick
o2 Partner-in-Charge Lance O'Donnell
Project Designer Stephen DeMayo
Programming & Planning Brian Tennyson
Consultant Team
Cost Estimator Vermeulens
MEP / AV / IT ME Engineers
Lighting Design HLB Lighting Design
Life Safety, Code &
Accessibility
Wōden
Structural & Envelope Martin / Martin
Food Service Design Ricca Design Studios
Palm Springs Convention Center | Modernization Project - Renovation + Expansion Stage 0 Report LMN/o2 Joint Venture Page 2

S T A G E 0 P R O C E S S

The goal of this stage was to define the project scope in collaboration with the client team, provide current construction costs to that scope, and align the scope and costs with the City of Palm Springs' expectations prior to proceeding into the schematic design phase.

LMN/o2 is approaching the renovation and expansion scope of work as a single design project. The renovation and expansion work may be completed in multiple phases to coordinate with PSCC events but will be within a single construction contract by a Construction Manager at Risk (CMR).

The Stage 0 process included the following tasks and activities:
– Several interactive work sessions with City of Pa lm Springs representatives along with the leadership and operations team of the convention center. – LMN/o2 attended joint presentations and workshops where the District Planning and Branding teams, along with LMN/o2, heard from community stakeholders, Aqua Caliente Band of Cahuilla Indians, and city council representatives regarding their ideas, priorities, and hopes for the project.
– A thorough review of previous renovation and expa nsion recommendations and cost analysis. – Vermeulens reviewed cost estimates from the prior study, including updates provided by Conventional Wisdom and RLB, and provided an estimate of the previous scope at current construction prices.
– The LMN/o2 team reviewed the existing facility FO H spaces and prepared a list of recommended renovations for the client team.
– LMN/o2 reviewed the previous expansion scope with the PSCC team and based on initial feedback, prepared 3 expansion options ranging from the prior study recommendation to a more Palm Springs experience option with increased meeting and pre-function areas. – Prioritization exercise – LMN/o2 held an interact ive workshop where renovation scope and expansion options were presented and PSCC staff indicated desired priorities using colored dots on a large scope chart (see Diagram 1 below). This process informed revisions and refinements to both renovation and expansion scope options. – LMN/o2's engineering consultants conducted an ind ependent on-site review of the facility, providing infrastructure improvement recommendations categorized as:
◦ Have to Do (HTD) / Critical
◦ Should Do (SD) / Poor
◦ Like to Do (LTD) / Fair
– An infrastructure workshop was held with PSCC lea dership and operations team to review the recommendations, confirm categorization, and identify any missing scope. Findings were used to update the infrastructure scope list and inform costing priorities. – Vermeulens produced several concept-level cost es timates throughout Stage 0 as new information emerged. Estimates were shared at project meetings, feedback was received, and materials updated for subsequent meetings.

Palm Springs Convention Center | Modernization Project - Renovation + Expansion Stage 0 Report LMN/o2 Joint Venture Page 3

Diagram 1 – Prioritization workshop, dots exercise.

To organize the multiple renovation and improvement needs, the scope of work was divided into three categories during the estimating exercise:
– Renovation – upgrades to the existing PSCC
– Expansion – east entry and meeting room addition
– Infrastructure – Deferred maintenance such as MEP , AV, IT, roofing, and other building systems

R E N O V A T I O N

LMN/o2 developed the renovation scope based on PSCC staff input, operational concerns, and current trends in the meetings and events industry. The scope is organized into the following areas:

1. Main Lobby

2. Primrose Ballroom

3. Oasis Exhibit Hall

4. Hallway 2 (South Pre-function)

5. Mesquite Meeting Rooms

6. Smoke Tree Meeting Rooms

7. Renovation of Existing Restrooms

8. Renovation of Existing Kitchen

9. Signage

10. Raise the Roadway (E. Amado Rd)

11. Exterior West Entry Canopy Lighting

Items 1–7 contain specific renovation scope recommendations that were developed, reviewed, and refined through several interactive meetings with the city and PSCC team. Scope descriptions are listed in the final scope cost analysis spreadsheet – see attachment file.

Palm Springs Convention Center | Modernization Project - Renovation + Expansion Stage 0 Report LMN/o2 Joint Venture Page 4
Kitchen
Two options were presented: Option 1 renovates the existing kitchen in place; Option 2 relocates the main kitchen to the north, just outside the Primrose Ballroom. Both options incorporate retherm food service delivery technology. Reference Appendix for kitchen options. An RFP solicitation for the food service contract is currently underway, and a decision on which option to proceed with will be made once the food service contractor is onboard. Since both options are similar in construction cost, an allowance of $14M has been carried for food service work for Stage 0. Further refinement of approach, scope, and cost will be undertaken during schematic design with PSCC staff and the selected food service vendor.

Signage
Signage costs are carried as a square-footage allowance. Further scope and cost analysis will occur during schematic design.

Raise the Roadway (E. Amado Rd)
During the prioritization workshops, raising a portion of E. Amado Rd. between the convention center and Jackie Lee Houston Plaza was identified as the primary improvement request for exterior spaces, besides the east expansion.

Exterior West Entry Canopy Lighting
This scope addresses current lighting and control deficiencies along the west entries into the convention center.

E X P A N S I O N

LMN/o2 developed three east expansion options for the client and operator's consideration. All options include additional FOH support spaces. Reference Appendix for expansion options. – Option 1 – 7,800 sf increase in pre-function spac e, 4,375 sf increase in meeting space, and an exterior event plaza.
– Option 2 – 12,000 sf increase in pre-function spa ce, 6,300 sf increase in meeting space, and an exterior event plaza.
– Option 3 – 14,800 sf increase in pre-function spa ce, 8,500 sf increase in meeting space, and an approximately 5,000 sf special indoor/outdoor event space.

Option 3 is the overwhelming preference for the convention center leadership and staff.

I N F R A S T R U C T U R E

The following LMN/o2 consultants conducted on-site reviews of existing conditions and systems, informing their improvement scope recommendations rated as Have to Do (critical), Should Do (poor), and Like to Do (fair):
– ME Engineers – reviewed MEP systems, controls, ce ntral plant, and IT and AV systems. – HLB Lighting Design – reviewed all front-of-house and exterior lighting and control systems. – Wōden – reviewed site conditions for accessibility concerns, along with life safety and fire alarm systems.
– Martin/Martin – performed a general assessment of exterior enclosure systems, including roofing, wall cladding, fenestration, and sealant assemblies.

Palm Springs Convention Center | Modernization Project - Renovation + Expansion Stage 0 Report LMN/o2 Joint Venture Page 5
These recommendations were estimated by Vermeulens and incorporated into the overall cost and scope spreadsheet. The resulting scope was reviewed with the client team to confirm categorization and completeness.

C O S T E S T I M A T I N G

Vermeulens performed concept-level cost estimates based on narrative descriptions and diagrams of the intended scope. CM/GC indirect markups of 1.42x direct costs were applied based on current industry conditions. Escalation through 2027 was then applied below the line. See Diagram 03, summary page of the Cost Scope Analysis worksheet, for detail. The design team's construction cost estimate does not include owner soft costs. The construction cost limit for this scope of work was determined by the client representative team to be $81,360,000.

Separate infrastructure funding through a capital improvement (CapX) fund was explored but determined not feasible at this time. As a result, non-critical renovation and infrastructure items were designated as add alternates. The design team will develop these scope items during schematic design and with the client team to determine their feasibility within the project budget.

Roof rehabilitation work will be handled directly by the city as a separate contract and covered under the construction budget. The city has received a bid and scope of work for rehabilitation of the existing roofing system. The design team has requested a detailed scope of work for the rehabilitation so our envelope consultant can review and confirm their recommended repair/replace scope is being addressed. This review can occur once the material is received. This approach may be explored for other distinct scopes of work that are not dependent on adjacent renovation or expansion work.

S T A G E 0 S C H E D U L E

Diagram 02

Palm Springs Convention Center | Modernization Project - Renovation + Expansion Stage 0 Report LMN/o2 Joint Venture Page 6

C O S T S P R E A D S H E E T S U M M A R Y P A G E

Diagram 03: Stage 0 construction costs and scope summary. See attachment file for the full cost and scope spreadsheet.

S U M M A R Y

Stage 0 successfully identified the full scope of desired improvements, established concept-level cost estimates, and established scope priorities for the project. As expected at this stage, several scope items require further analysis before final decisions can be made:
– Kitchen design – a determination of renovation in place or relocation will need to be made by mid-way through schematic design.
– Roofing – confirmation that contract scope aligns with consultant recommendations. – Security System – confirming number of cameras and door controls are properly captured.

Palm Springs Convention Center | Modernization Project - Renovation + Expansion Stage 0 Report LMN/o2 Joint Venture Page 7
– Electrical Distribution Replacements – this scope will need to be better defined during schematic design.
– IT Infrastructure – this is a priority for the center and will be studied further during schematic design.
– Fire Alarm System – the extent of work required with existing and new systems will be explored.
– Renovation – as the design develops, the team will look for opportunities to refine ideas and improve cost confidence. Several BOH spaces were identified as under-performing and may require relocation or renovation. These items are not currently carried in the construction budget but may be folded into adjacent or related improvements. – Second Floor Offices – the offices on the north side of the Oasis Exhibit Hall are not currently accessible. Unless the offices are relocated to an accessible level, given the extent of improvements to the center, accessibility to these second-floor offices will need to be addressed within the project budget. This scope is not captured in the cost estimate.

The project will enter schematic design with the scope exceeding the construction budget of $81,360,000. This is intentional direction from the client team to avoid prematurely reducing the scope of work while several areas still require additional exploration and analysis.

The design team will enter schematic design focused on better defining systems and costs where necessary and making decisions collaboratively with the client team to align the project with the defined construction budget.

LMNo2 recommends designing the Stage 1 and Stage 2 scopes concurrently to ensure a cohesive, seamless project and avoid the risk of rework that could result from a sequential expansion design process. Building systems and design decisions should be evaluated holistically across the full project scope.

The design team is preparing a fee proposal for schematic design through construction administration and closeout based on this integrated approach. While there may be opportunities to package portions of the renovation work for bidding, it is too early to define those strategies.

Development of the delivery approach will require coordination with convention center operations and facilities staff, the CMR, and the owner’s representative. Once the CMR is on board, discussions on refining the delivery approach and the potential of early permitted work can occur. A preliminary design schedule for future phases is included in the appendix for reference and will be refined as the broader project team is assembled.

A T T A C H M E N T

• 05 22 2026 PSCC Stage 0 Cost Scope Analysis.xlsx f ile

Palm Springs Convention Center | Modernization Project - Renovation + Expansion Stage 0 Report LMN/o2 Joint Venture Page 8

A P P E N D I X

East Expansion Options
• Option 1
• Option 2
• Option 3

Kitchen renovation options
• Option 1 – Renovation of Existing
• Option 2 – Relocation of Main Kitchen

Preliminary Design Schedule for SD – CO Phases

Palm Springs Convention Center Expansion Narrative

Option 1 (Pre 3/5 Workshop)
East Lobby
7,800 GSF Lobby
A new enclosed lobby seismically separated from the existing structure • New roof
• Glass CW enclosure
• Seismic joint at north wall to existing oasis ballroom and west interface of lobby • Carpet
• Acoustic ceiling treatment
• New restrooms approximately 1,200 SF (inclusive in the 12,000 SF) • 500 SF Storage/Reception (inclusive)

East Meeting Rooms
7,560 GSF enclosed space
Meeting Space (50’-0” x 87-6’) - 4,375 SF
• (3) Airwall subdivision (for four subdivisions)
• Clearstory on both east and west ends of meeting room • Exterior doors to east
• 12’-0”Dx87-6’W east exterior canopies for outdoor breakout space • Acoustical wall treatment
• Specialty acoustical ceiling
• Optional Exterior Operable walls on the east
• 750 SF of BOH Space/Storage

Palm Springs Convention Center
Expansion Options - 3/18/2026
OPTION 1
enclosure, System TBD during SD
Oasis Exhibit Hall and west interface of lobby

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• Seismic joint at north wall to existing oasis ballroom and west interface of lobby • Carpet
• Acoustic ceiling treatment
• New restrooms approximately 1,500 SF (inclusive in the 12,000 SF) • 500 SF Storage/Reception (inclusive)

East Meeting Rooms
11,900 GSF enclosed space
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Meeting Space (60’-0” x 105’) - 6,300 SF
• (3) Airwall subdivision (for four subdivisions)
• Clearstory on both east and west ends of meeting room • Exterior doors to east
• 12’x105’ east exterior canopies for outdoor breakout space • Acoustical wall treatment
• Specialty acoustical ceiling
• Optional Exterior Operable walls on the east
• 780 SF of BOH Space/Storage

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Option 3 (Post 3/5 Workshop)
East Lobby
12,000 GSF Lobby (per CC recommendations)
A new enclosed lobby seismically separated from the existing structure • New roof
• Glass CW enclosure
• Seismic joint at north wall to existing oasis ballroom and west interface of lobby • Carpet
• Acoustic ceiling treatment
• New restrooms approximately 2,000 SF (inclusive in the 12,000 SF) • 500 SF Storage/Reception (inclusive)

East Meeting Rooms
10,500 GSF enclosed space
Meeting Space (50’-0” x 87-6’) - 4,375 SF
• (3) Airwall subdivision (for four subdivisions)
• Clearstory on both east and west ends of meeting room • Exterior doors to east
• 12’-0”Dx87-6’W east exterior canopies for outdoor breakout space • Acoustical wall treatment
• Specialty acoustical ceiling
• Optional Exterior Operable walls on the east
• 750 SF of BOH Space/Storage

South East Meeting Rooms
7,800 GSF enclosed space
Meeting Space (50’-0” x 87-6’) - 4,275 SF
• (2) Airwall subdivision (for four subdivisions)
• Clearstory on both east and west ends of meeting room OPTION 3
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Oasis Exhibit Hall and west interface of lobby
• 12’-0”Dx87-6’W east exterior canopies for outdoor breakout space • Acoustical wall treatment
• Specialty acoustical ceiling
• 700 SF of BOH Space/Storage
2800 SF of Prefunction space
• Exterior glass façade
• Exterior doors
1500 SF of Covered breezeway space

East Lawn
5,000 SF of total exterior space
3000 SF of softscape
Outdoor lighting and power
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2500 SF of exterior trellis ﬂanking meeting rooms and breezeways

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454.05FL
45 4.48
454.
72 454.70
TC
454.2
0FL
454.88
454.79
TC
454.29FL
450.49
RIMRIM
B/W
B/W
B/W
B/W
B/W
B/W
IRR
UTIL
IRR
IRR
WV
W
V
W
V

WVWV WV
W
V W
V
W
V W
V
WM
W
M
W
M
CATV
CATV
S
S
S
447.18TC446.5
0FL
447.3
4TC
446.5
7FL
448.63TC449.02
TC
449.2
1TC
449.35TC
448.93FL
447.21TC
446.56FL
447.29TC
446.74FL
447.23TC
446.69FL
OUTLET
446.75FL
447.34TC
446.81FL
447.57TC
447.07FL
447.74TC
447.22FL
455.10EG
455.01FS

EXISTING WALK

EXISTING BUILDING

EXISTING WALK

TEL UTIL BOX
451.47EG

4.85FS
451.63FS
5FS
450.82EG
450.00EG
451.03EG
450.71TC
450.30FS
450.13TC
449.63FS
450.70TC
450.66TC
450.60TC
450.56TC
450.51TC
449.99FS 450.45TC
450.36TC
450.01TC 449.84TC
449.58TC
450.11TC
449.74EG
449.09EG
448.8
4BW
449.19
BW
449.33BW
449.52BW
453.24BW
452.32BW
451.50BW
450.55BW
447.87BW
449.48EG
447.74BW448.86EG
449.35EG
449.50EG
449.82EG
449.27TC
448.78FS
448.87TC
448.41FL
448.61TC
449.54TC
449.07FL
448.50FS
448.88TC
448.52FS
448.63FS
448.59FL
448.43TC
447.96FL449.25TC
448.78FL
448.58TC
448.12FL
449.80TC
449.33FL
449.90TC
449.40FL
449.60FL
449.88FL
451.04TC
450.57FL
450.71TC
448.73FS

ALVARADO ROAD

43.35' N 0°14'17" E
164.66'
N 48°03'09" E

N 41°56'51" W
N 48°03'09" E

97.32'
N 41°56'51" W

24.00'
N 48°03'09" E
172.00'
N 41°56'51" W

72.25'
N 48°03'09" E

10.07'
N 89°55'50" E
684.90'N 0°04'10" W
BASIS OF BEARINGS 93+15.1094+0095+0096+0097+0098+0099+00

EAST ANDREAS
10350
451.47

UTILI TY BO
X TEL
10348
454.66
BLD. COR
10346
451.77
12" D
ECIDUO
US
10345
451.88
12" D
ECIDUO
US
10342
452.05
10" DE
CIDUO
US
10341
453.01
10" DEC
ID
UOU
S
10340
453.96
NG G
RASS
10339
454. 48
10" D
ECIDU
OUS
10337
455.11
10" DEC
I D
UOU
S
10336
455. 01
N
G GR
ASS
10335
454.67
12" DECID
UOU
S
10334
454.77
NG
G
RASS
10333
454.74
NG
GRASS
10332
454.59
NG
GRA
SS
10328
455.23
CO
NC.
10327
455.12
C
ONC
.
10321
453.21
CO
NC.
10320
451.88
CO
NC.
10319
451.88
CON
C. 10313
451.67
C
ONC
.
10312
451.63
CON
C.
10311
452.89
CO
NC.
10308
455.00
C
ONC
.
10307
455.04
B
LD
. C
OR
10306
455.03
CO
NC.
10304
455.01
CON
C.
10303
455.24
C
ONC
.
10302
454.59
BLD. CO
R
10300
449.47
C
ONC
.
10299
450. 20
TC
10296
450.36
TC
10294
450. 45
TC
10292
450.56
TC
10291
450.60
TC
10288
450.66
TC
10287
450.70
TC
10284
450.71
TC
10282
450.02
CO
NC.
10281
450.03
CO
NC.
10274
450.69
TC
10273
450.83
NG
10272
450.72
NG
10271
451.03
N
G
10270
451.00
NG
10269
450.82
NG
10265
454.09
NG
10263
454. 29
N
G
10260
453.32
NG
10259
453. 80
N
G
10256
452.78
NG
10254
452.89
NG
10253
452.31
N
G
10251
452.27
NG
10248
452.30
NG
10247
452.33
N
G
10246
452.21
NG
10244
452.27
NG
10243
452.15
NG
10242
451.71
NG
10239
451.54
NG
10237
451.75
NG
10235
451.22
NG
10233
450.11
NG
10230
450.89
NG
10229
450.59 600.. C
L 8'
10228
449.68
BUS
HES CL 8'
10227
452.13
BUSH
ES CL 8'
10226
452.32
BUSH
ES CL 8'
10224
454. 24
BU
SHES CL 8'
10223
454.59
BU
SHES CL 8'
10219
454.74
GAS LINE 2"
10218
453.99
GAS LINE 2"
10209
452.03
NG
10208
451.86
NG
10205
452.68
NG
10204
452.40
NG
10201
453.09
NG
10199
453.94
N
G
10197
454.70
NG
10196
454.51
NG
10194
454.06
N
G
10193
452. 74
N
G
10191
453.35
N
G
10189
453.95
N
G
10188
454.33
NG
10186
451.81
NG
10184
452.22
NG
10182
452.62
NG
10180
453.16
NG
10178
453.52
N
G
10177
454.21
NG
10176
454.52
NG
10175
453.72
STONE 4 BO
ULDERS
10174
454.31
STONE
10173
454.27
STO
NE
10172
454.59
STON
E
10169
453.60
NG
10167
453.01
NG
10165
452.41
NG
10163
451.90
NG
10161
451.72
NG 10159
451. 22
N
G
10158
450.87
NG
10156
449.60
NG
10154
449.52
NG
10153
449.65
NG
10152
450.98
N
G
10151
450.59
NG
10144
449.65
CO
NC
10128
450.55
G

AS LINE
10111
451.50
G
AS LIN
E
10096
452.32

GAS LINE
10074
453. 24
GAS
LINE
10024
455.10
M
ASO
NARY
10022
455.27
MASO
NARY
10021
455.28
MASO
NARY

0.4 10013
454.95
18" DECIDU
OUS
453.97

TC TOP W
HC RAM
P
1687
448.61
TC1686
448.87
TC EC
1685
448.87
TC MO
C
1680
448.88
TC BC
1679
448.78
A
C FS
1677
449.27
TC
1673
448.85
AC FS
1668
449.07
AC FS
1667
449.54
TC
1630
449.36
A
C FS
1629
449. 78
TC
1594
449.92
AC FS
1591
451.04
TC HP
1590
450.64
AC HP
1589
450.80
AC HP
1588
450.38
TC EC
1587
450.26
TC M
OC
1586
449.85
AC
FS
1585
450.26
TC BC
1582
450.47
TC
1581
450.03
AC FS
1580
449.92
AC FS
1579
450.36
TC
1578
451.14
TC1577
450. 65
AC
FS
1559
450.30
AC FS
1558
450.75
TC
1552
450.61
TC BC
1551
450. 60
TC EC
1550
450.71
TC
1548
451.03
TC BC
1547
450.99
TC M
OC
1546
451. 01
TC EC
1543
451. 20
TC
1514
451.17
TC
EC
1513
450.79
TC BC
1512
450.56
TC/FL
1511
450.14
TC EC
1510
450.19
TC BC
1503
450.59
TC
1502
450.51
TC
1501
449.99
AC
FS
1489
449.90
TC MO
C
1486
449.63
ACFS
1484
450.13
TC
1478
450. 01
TC @
G
ATE
1477
449. 87
TC M
OC
1476
449.84
TC @
GA
TE
1475
449.84
TC @
G
ATE
1474
449.58
TC @
GATE
1469
449.62
TC
E
C
1468
449.84
TC M
OC
1467
449.77
TC
B
C
1466
449.53
ACFS
1465
450. 03
TC
1453
450.11
TC
1452
449.81
TC EC
1448
449.80
TC
MO
C
1445
449.75
TC BC
1440
449.59
AC FS
1439
450.06
TC
1438
450.24
TC
1437
449.77
A
C FS
1436
450.05
AC FS
1435
450.50
TC
1432
449.79
TC
1431
449. 32
AC
FS
1430
450.27
AC FS
1429
450.78
TC
1428
449.95
TC
1427
449.46
AC FS
1426
449.68
AC FS
1422
450. 96
TC
1420
450.12
TC W

K TR ENC
L
1415
450.11
TC
1412
450.93
TC W

K TR EN
CL
1391
450.25
TC R
OTATE
1390
449.51
TC RO
TATE
1389
448.44
TC
1376
449. 12
AC
FS
1375
449.58
TC
1371
448.87
TC EC
1370
448.86
TC MO
C
1369
448.86
TC BC
1346
449.26
AC
FS
1345
449.66
TC
1338
448.79
TC BTM
X
H
C RAM

P BC BC
1337
448. 81
TC BTM

X HC RA

MP BC BC
1336
449.26
TC TO

P X HC RAM
P BC
1335
449.30

TC TOP X HC
RAM
P
1334
449.38
TC M
OC
1333
449. 39
TC BC
1302
449.33
AC FS
1301
449.78
TC
1298
450.25
TC BC
1297
449.72
AC
FS
1296
450.13
TC M
OC 1295
449.58
AC FS
1294
450.04
TC
E
C
1291
449.81
TC BC
1290
449.28
AC FS
1289
449.11
AC FS
1288
449.50
TC EC
1283
449.60
TC
BC
1282
449.58
TC
M
OC
1281
449.52
TC EC
1280
449.18
AC FS
1279
449.13
AC FS
1278
448.44
TC
1257
448.17
TC
1256
448.20
TC
1254
449.06
TC
1253
448.60
AC FS
1252
448.39
AC
FS
1251
448. 75
TC EC
1248
448.58
TC BC
1243
448.43
TC
1234
449. 26
TC BC
1232
449.25
TC
MO
C
1231
449. 29
TC EC
1229
449.07
AC FS
1228
449.56
TC
1222
448.99
AC FS
1221
449.46
TC M
OC
TC
1218
446.83

TC BTM X HC
RAM
P
1217
447.27

TC TOP X H
C RAM
P
1207
446.63
TC 0" CF
1206
446.82
TC PRC
1205
446.76
TC
@
CB
1204
446.78
TC @
CB
1203
446.75
TC @
C
B
1193
446.90
TC BC
1187
447. 03
TC
1186
447.30
TC
1183
447.58
TC
1180
447.81
TC
1175
447.74
TC
1158
447.60
TC
1156
447. 64
TC
1152
448.18
TC
1151
448.14
TC
1133
447.57
TC
1126
447.34
TC
1122
447.23
TC ECR
1117
446.71
TC BTM
X HC R
AMP
1116
446.79

TC BTM X HC
RAM
P
1115
447.29

TC TOP X HC
RAM
P
1114
447.21

TC TOP X HC
RAM
P
1109
447.18
TC @
B
CR CB
1108
447. 34
TC @
C
B
1096
450.28
TC PRC
1095
450.22
TC
1094
450. 00
TC1093
449.59
AC FS
1092
449.44
AC FS
1091
449.81
TC
1090
449.82
TC
1089
449.72
TC
1083
448.63
TC
TO
P X
1082
448.22
TC BTM
X
1079
448.58
TC
B
TM
X
1078
449.02

TC TOP X
1077
449.21
TC TOP
X
1076
448.82
TC BTM
X
1075
448.96

TC BTM X
1074
449.35

TC TOP X
1062
453.69
TC EC
R
1056
453.13
TC EC
1051
453.19
TC BC
1050
453.28
TC EC
1045
453.58
TC BCR
1042
453.97
TC
TO
P W
HC RAM
P
1040
452.69
TC
1039
452.12
TC
1033
452.01
TC
1030
451.39
TC
1027
450.34
TC BTM

X HC RAM
P
1026
450.44
TC BTM

X HC RAM
P
1025
450.89
TC

TOP X HC R
AMP
1024
450.74
TC TO

P X HC RAM
P
1021
450.26
TC
1018
449.65
TC
1017
449.41
TC
1014
448.97
TC
1013
448. 40
TC
1008
447.84
TC
BC
1007
447.64
TC EC
1001
447.31
TC
1000
452.93
TC
453.58
LG453.49
FL
1688
448. 20
LG1684
448.50
LG
1683
448.50
LG
1682
448.43
FL
1681
448.52
LG
1678
449.24
BW
1676
449. 35
BW
C
C
1666
449.56
BW
1632
449.13
LG
1631
449.09
FL
1593
450.64
LG
1592
450.57
FL
1584
450.34
BW
@
B
OC
1583
450.57
BW
CC
1566
449.88
FL
1557
450.74
BW
CC
1556
450.03
LG
1555
450.07
LG
1554
450.17
LG
1553
450.15
LG
1549
450. 26
LG
1545
451.08
BW
@
BO
C
1544
451.22
BW
CC
1509
450.40
BW
EC
1508
450.36
BW
B
C
1507
450.27
BW
EC
1506
450.35
BW
BC
1505
450.68
BW
CC
1504
450.64
BW
C
C
1500
449. 60
FL
1499
449.68
LG
1498
449.72
LG
1493
449.40
FL
1492
449.45
LG
1491
449.46
LG
1490
449.46
LG
1488
449.93
B
W
@
B
OC
1487
450.17
BW
CC
1464
449.32
FL
1463
449. 35
FL
1462
449.42
LG
1461
449.34
LG
1460
449.35
LG
1459
449.39
LG
1454
450.16
BW
CC
1451
449.46
LG
1450
449.42
LG
1449
449.39
LG
1447
449. 33
FL
1446
449.30
LG
1444
449.88
B
W
EC
1443
449.86
BW
MO
C1442
449.82
BW
BC
1441
450.09
BW
C
C
1434
450.51
BW
C
C
1433
449. 88
BW
CC
1379
449.88
BW
C
HECK
1374
448.62
LG
1373
448.59
FL
1372
448.41
FL
1368
448.49
LG
1367
448.48
LG
1366
448. 50
LG
1342
449.46
BW
EC
1341
449.33
BW
BC
1340
449.36
BW
EC
1339
449.60
BW
BC
1332
448.84
FL
1331
448.80
FL
1330
448.79
FL
1329
448.73
FL
1328
448.78
LG
1327
448.80
LG
1326
448.83
LG
1325
448.83
LG
1324
448.89
LG
1323
448.90
LG
1322
448.91
LG
1321
448.87
LG
1300
449.88
BW
@
CC
1299
450.14
BW
@
BOC
1259
447.73
FL
1258
447.73
FL
1255
449.24
BW
CC
1250
448.26
FL
1249
448.12
FL
1247
448.76
BW
EC
1246
448.66
BW
M
OC
1245
448.63
BW
BC
1244
448.57
BW
CC
1242
447.96
FL
1241
448.09
LG
1240
448.29
LG
1239
448.32
FL
1238
448.38
LG
1237
448.37
LG
1236
448.87
LG
1235
448.83
LG
1233
448.78
FL
1230
448.87
LG
1227
449.64
B
W
C
C
1226
449.33
BW
CC
EC
1225
449.29
BW
CC M
OC
1224
449.31
BW
CC BC
1223
449.52
BW
CC
1220
446. 59
LG
1216
446.71
FL
1215
446.66
LG
1214
446.87
LG
1213
446.84
LG
1212
446.64
FL
1211
446.73
LG
1210
446.64
LG
1209
446.48
FL
1208
446.88
LG
1202
445.98
FL @
CB
1201
446.07
FL @
CB
1200
446.29
FL
1199
446. 50
LG
1198
446.58
LG
1197
446.53
LG
1196
446.48
LG
1195
446.51
LG
1194
446.44
FL
1189
446. 69
LG
1188
446. 56
FL
1185
446.82
FL1184
446.99
LG
1182
447.08
FL
1181
447.28
LG
1179
447.31
FL
1178
447.53
LG
1176
447.22
FL1174
447.87
BW
1160
446.75
FL @
OU
TLET
1159
446.76
FL @
O
UTLET
1157
447.05
FL
1155
447.04
FL
1154
447.70
FL
1153
447.71
FL
1134
447.74
BW 1132
447.07
FL
1131
447.21
LG
1128
446.95
LG
1127
446.81
FL
1124
446.82
LG
1123
446.69
FL
1121
446.74
FL
1120
446.94
LG
1119
446.83
LG
1118
446.56
FL
1113
447.42
BW
EC
1111
447.43
BW
MO
C
1110
447. 42
BW
BC
1107
446.57
FL @
CB
1106
446.50
FL @
CB
1105
446. 83
LG
1104
446.95
LG
1103
447.13
LG
1102
447. 20
LG
1099
447.90
FL
1098
448.08
LG
1088
448. 84
BW
0" CF
1087
449. 19
BW
0" CF
1086
449.33
BW
0" CF
1085
449.52
B
W
0" CF
1084
448.85
BW
1081
448.29
FL
1080
448.44
LG
1073
448.93
FL
1072
449.05
LG
1061
453.20
FL
1060
453.29
LG
1059
452. 32
LG
1058
452.56
LG
1057
452.42
FL
1055
452.66
FL
1054
452. 73
LG
1053
452.82
LG
1052
452.72
FL
1049
452. 76
FL
1048
452.90
LG
1047
453.20
LG
1046
453.06
FL
1044
453.58
LG
1043
453.49
FL
1041
452.69
FL
1038
451.64
FL
1037
451. 73
LG
1036
451.77
LG 1035
451.64
LG
1034
451.57
FL
1032
451.03
LG
1031
450.93
FL
1029
450.34
FL
1028
450.39
LG
1023
449.88
LG
1022
449.79
FL
1020
449.23
LG
1019
449.19
FL
1016
448.60
LG
1015
448. 52
FL
1012
447. 93
FL
1011
448.04
LG
1010
447.46
LG
1009
447.38
FL
1006
447.16
FL
1005
447.29
LG
1004
447. 20
LG
1003
447.00
LG
1002
446.84
FL
1697
448. 40
ST PR
K
1696
448.39
ST PR
K
1695
448.43
ST PR
K
1694
448.44
ST PRK
1672
448.49
ST PR
K LG
1671
448.50

ST PRK LG
1650
449.63
ST PRK
1649
449.65
ST PRK
1648
449.64
ST PR
K
1647
449.63
ST PRK
1646
449.65
ST PR
K
1645
449.62
ST P
RK
1644
449.71
ST PRK
1643
449.72
ST PRK
1642
449.82
ST PRK
1641
449.75
ST PR
K
1640
449.80
ST PR
K
1639
449.79
ST P
RK
1638
449.82
ST PR
K
1637
449.82
ST PR
K
1636
449. 86
ST PRK
1635
449.84
ST PRK
1634
449.84
ST PRK
1633
449.84
S
T PR
K
1626
448.92

ST PRK LG
1625
448.94
ST P
RK LG
1624
448.92

ST PRK LG
1623
448.95
ST PR
K LG
1622
449.00
ST PR
K LG
1621
449.03

ST PRK LG
1620
449.06

ST PRK LG
1619
449.07
ST PR
K LG
1618
449.07

ST PRK LG
1617
449.08

ST PRK LG
1616
449.11

ST PRK LG
1615
449.12
S
T PR
K LG
1614
449.14

ST PRK LG
1613
449.17
ST P
RK LG
1612
449.18

ST PRK LG
1611
449.19
ST PR
K LG
1610
449.20
ST P
RK LG
1609
449.21

ST PRK LG
1608
449.25

ST PRK LG
1607
449.25
ST PR
K LG
1606
449.35

ST PRK LG
1605
449.33

ST PRK LG
1604
449.41

ST PRK LG
2 RK LG
1576
449.79
ST PR
K LG
1575
449. 79
ST PRK
LG
1574
449.85

ST PRK LG
1573
449.83
ST PR
K LG
1572
449. 86
ST PRK
LG
1571
449.86

ST PRK LG
1570
449. 85
ST PRK
LG
1569
449.88
S
T PR
K LG
1568
449.96
ST P
RK LG
1567
449.98

ST PRK LG
1565
449.99

ST PRK LG
1564
450.01
ST PR
K LG
1563
450.02
S
T PR
K LG
1562
450.03
ST P
RK LG
1561
450.06
ST PR
K LG
1560
450.07
ST P
RK
1542
450.48
ST PRK 1541
450.48
ST PRK
1540
450.42
ST PR
K 1539
450.42
ST PRK
1538
450.41
ST PRK 1537
450.40
ST PRK
1536
450.35
ST PRK 1535
450.33
S
T PR
K
1534
450.30
ST PRK 1533
450.29
S
T PR
K
1532
450.26
ST PRK 1531
450.24
ST PR
K
1530
450.19
ST PRK 1529
450.18
ST PRK
1528
450.17
ST PRK
1527
450.11
S
T PR
K
1526
450.13
ST PR
K 1525
450. 15
ST PRK
1524
449.52
ST P
RK LG
1523
449.53

ST PRK LG
1522
449. 55

ST PRK LG
1521
449.55
ST PR
K LG
1520
449. 57

ST PRK LG
1519
449.56
ST PR
K LG
1518
449. 59
ST PRK
LG
1517
449.61

ST PRK LG
1516
449.65
S
T PR
K LG
1515
449.67
ST PR
K LG
1497
449.68
ST P
RK 1496
449.68
ST PR
K
1495
449.52
ST PR
K 1494
449.50
S
T PR
K
1458
449.36
ST PRK
1457
449.39
ST PRK
1456
449.40
ST PR
K 1455
449.42
ST PRK
1410
449.93
ST PRK 1409
449.92
ST PR
K
1408
449.86
ST PRK
1407
449.86
ST PRK
1406
449.83
ST PRK 1405
449.83
ST PRK
1404
449.81
ST PRK 1403
449.79
ST PRK
1402
449.77
ST PRK 1401
449.77
ST PRK
1400
449.78
ST PRK
1399
449.79
ST PRK 1398
449.77
ST PRK
1397
449.69
ST PRK
1396
449.66
ST PRK
1395
449.63
ST PR
K 1394
449.63
ST P
RK
1393
449.64
ST P
RK 1392
449.64
ST PRK
1365
448.49

ST PRK LG
1364
448.49
ST P
RK LG
1363
448.49
ST P
RK LG
1362
448.51

ST PRK LG
1361
448. 50
ST PR
K LG
1360
448.60

ST PRK LG
1359
448. 60
ST PRK
LG
1358
448.63
ST PR
K LG
1357
448.63

ST PRK LG
1356
448.65
S
T PR
K LG
1355
448. 65
ST PRK
LG
1354
448.67

ST PRK LG
1353
448.70

ST PRK LG
1352
448.70
ST P
RK LG
1351
448.70

ST PRK LG
1350
448.74

ST PRK LG
1349
448.74
S
T PR
K LG
1348
448.79
ST P
RK LG
1347
448.78

ST PRK LG
1320
449.27
ST PRK 1319
449.26
ST PRK
1318
449.25
ST PRK 1317
449. 25
ST PRK
1316
449.26
ST PRK 1315
449.26
ST PRK
1314
449.25
ST PRK 1313
449. 19
ST PRK
1312
449.26
ST PR
K 1311
449.24
ST PRK
1310
449.25
ST PR
K 1309
449.25
ST PRK
1308
449.22
ST PRK 1307
449.20
S
T PR
K
1306
449. 17
ST PRK 1305
449.16
ST PRK
1304
449.13
ST PR
K 1303
449.13
ST PRK
1273
448.66
ST PRK
1272
448. 65
ST PRK
1271
448.50
ST PRK
1270
448. 47
ST PRK
1269
448.40
ST PRK
1268
448.39
ST PR
K
1267
448.42
ST PRK
1266
448.44
ST PRK
1265
448.47
ST PRK
1264
448.45
ST PRK
1263
448.44
S
T PR
K
1262
448.42
ST PRK
1261
448.40
S
T PR
K
1260
448.39
ST P
RK
1693
448.47
LSLT
1669
449.51
LSLT
1662
449.83
LSLT
1292
450.15
LSLT
1170
448.47
LSLT
1145
448.32
LSLT
1142
448. 66
LSLT
1139
447.70
LSLT
1702
450.76
TR 1.0D
I 2
1701
450.16
TR 1.0D
I A
1700
450.21
TR 2.0DIA
1699
449.94
TR 2.0DIA
1698
449.89
TR 2.0D
IA
1692
448. 44
TR 1.0DIA
1691
448.47
TR 1.0D
I A
1690
448.76
TR 1.0DIA
1689
449.01
TR 1.0DIA
1665
449. 84
TR .60 DIA
1664
449.80
TR .60 DIA
1377
448.94
TR EUC 1.0 D
IA E.FACE
1287
450.43
TR PINE 3.0D
I A
W
.FAC
E
1286
450.35
TR
P
I N
E 2.0DIA W
.FACE
1285
450.24
TR
PIN
E 2.0DIA W
.FACE
1275
449.71
TR 2.5DIA W
.FACE
1274
449.51
TR 1.5D
I A
W
.FAC
E
1169
448.86
TR 1.0FT N.FACE
1168
449.30
TR

1.0FT N.FACE
1167
448.45
TR
L/O
1166
448.83
TR 4.0FT O
/S CL
1165
448.21
TR

1.0FT N.FACE
1162
447.28
LTPL
1144
449.10
TR PINE 3.0D
I A
E
.FAC
E
1143
449.55

TR PINE

3.0DIA S.FACE
1141
448.76
TR PINE 3.0D
IA S.FA
CE
1140
448.63
TR
PINE 2. 0DIA S.FAC
E
1705
448.86
W
K 4.50
1670
449.48
W
K 4.5
1628
449.85
W
K L/O
1627
449.88
W
K 3.0 2.0O
/S
1473
449.74
W
K
1425
450.69
W

K TR ENC
L
1424
450.61
W
K
TR
E
NCL
1423
450.08
W

K TR ENC
L
1421
450.80
W

K TR EN
CL
1419
449.51
W
K
TR
ENCL
1418
450.12
W
K
TR
E
NCL
1417
449.98
W

K TR ENC
L
1416
449.41
W
K TR
ENCL
1414
450.42
W

K TR EN
CL
1413
450.64
W

K TR EN
CL
1411
450.16
W

K TR ENC
L
1293
449.91
W
K 5.5
1284
449.39
W
K 6. 0
1173
449. 50
W
K 4.5 B

EG FC W
RO
T IR
ON
1172
449. 82
W
K 4.5
1150
448.13
W
K 4.5FT EC
1149
448.80
W
K 4.5FT PO
C
1148
448.95
W
K 4.5FT POC
1147
449.28
W
K

4.5FT BC
1146
449.09
W
K 4.5FT
1704
450.43
SV
1703
450.22
SV
1675
449.87
SV
1674
449.86
SV
1191
446.95
SV AC
1171
451.35
SV
1661
449.70
O

F CUVER

ED PRK CO
R NO
ELEV
1659
449. 38
O
F C
UVERE

D PRK CO
R NO
ELEV
1658
449.80
O

F CUVER

ED PRK CO
R NO
ELEV
1657
450.44
OF CUV

ERED PR
K COR
N
O ELEV1656
451.20
OF CUV

ERED PR
K COR
N
O ELEV
1655
450.47
O
F C
UVERED
PRK CO
R NO
E
LEV
1654
450.07
OF CU
VERED
PR
K COR

NO ELEV
1653
450.98
O
F C
UVER

ED PRK CO
R NO
ELE
V
1652
450.04
O

F CUVER

ED PRK C
OR N
O ELEV
1651
449. 54
O
F C
UVERE

D PRK CO
R NO
ELE
V
1388
447.01
W
TVA
1387
446.89
W
TVA
1386
446.88
W
TVA
1385
446.88
W
TVA
1136
447. 57
W
TVA
BM

2.5" BRA

SS DISC BM
3 2003 TKC
447.26
1125
1164
447.29
SD MH
1276
448.24
IR
VA
1190
447. 47
CL
1177
448.08
C
L
1161
448.62
IRVA
TO
P VA
1130
447.85
CL
1129
447.67
CL
1101
447.21
C
L
1100
447.72
CL1097
448.34
C
L
1071
448.94
CL
1070
449.63
CL
1069
450.33
CL
1068
450.90
CL1067
451.48
CL
1066
452.16
CL
1065
452.74
C
L
1064
452.93
CL
1063
453.42
C
L
1277
448.89
ECBX
1163
447.24
S
NST
1112
447.55
TVBX
1137
447.89
W
TB
O
1138
448. 19
W
TBO
1135
447.49
W
TM
T
104
448.90
C
P MAG
NAIL
1344
449.67
SW
@
BW
CC
1343
449.64
SW
@
BW
CC
1707
448.90
C
P
1482
450.38
CCS
1481
450.17
CCS
1480
450. 21
CC
S
1483
450.42
C
CS
7,854 sf
19,939 sf
RENOVATE "MAIN KITCHEN":
1,000 SF - WALK-IN COOLERS & FREEZERS
500 SF - DRY FOOD STORAGE
500 SF - DRY STORAGE (PAPER GOODS, ETC.)
2,000 SF - COOK LINES/HOT PRODUCTION
750 SF - PLATING
400 SF - POT WASHING
1,200 SF - DISH WASHING
600 SF - COMMON CHINA, FLATWARE, GLASS

STORAGE
250 SF - SMALLWARES STORAGE
200 SF - TRASH/RECYCLING/COMPOST
200 SF - CHEF, KITCHEN & STEWARDING OFFICES
250 SF - KITCHEN REST ROOMS & BREAK

7,850 SF - TOTAL
800 SF RETHERM PANTRY FOR UP TO 500
PLATED MEAL EVENTS. SPACE ALLOCATION

ASSUMES SOILED DISHES GO BACK TO MAIN
KITCHEN.
3 BEVERAGE/BUSSING

STATIONS ALONG BOH

CORRIDOR
2 BEVERAGE/BUSSING

STATIONS ALONG BOH

CORRIDOR

BANQUET BEVERAGE
PANTRY
MAIN

KITCHEN
301 sf
200 sf

RETHERM
PANTRY "A"
Expansion RETHERM
PANTRY "C"
102 sf
102 sf
102 sf
1,501 sf

EXISTING BALLROOM FOR
UP TO 1,000 SEAT PLATED MEAL

BANQUET BEVERAGE

PANTRY AND MAIN

BEVERAGE STORES
7,850 SF = $3,435,000

FOODSERVICE EQUIPMENT ONLY
1,500 SF = $750,000

FOODSERVICE EQUIPMENT ONLY
1,000 SF = $250,000

FOODSERVICE EQUIPMENT ONLY
300 SF = $93,750

FOODSERVICE EQUIPMENT ONLY
200 SF = $50,000

FOODSERVICE EQUIPMENT ONLY
801 sf
800 SF = $350,000

FOODSERVICE EQUIPMENT ONLY
300 SF = $75,000

FOODSERVICE EQUIPMENT ONLY
PHASE 1 - $870,000

FOODSERVICE EQUIPMENT ONLY
PHASE 2 - $3,430,000

FOODSERVICE EQUIPMENT ONLY

FOODSERVICE KITCHEN STRATEGY
- One Main Kitchen that supports three Retherm Pantries. - Retherm Pantries are added at high volume service areas. when those areas come on line. This allows for phased approach. - Retherm Pantries are relatively small. They are for "finishing" only.

Sizing is based on high volume banquet cooking technology -- blast chilling/retherm system.
- All food "production" occurs in the Main Kitchen. Most all food is "served" from the Retherm Pantries. Exceptions are slow season and small meetings and events -- boxed lunches and buffets. - For large banquet events, food cooked in Main Kitchen is blast chilled, then transported "cold" to a Retherm Pantry. Transportation can occur a day or two in advance. At time of service, food is rethermed. Some finishing also occurs, such as frying. Fried foods are best fried immediately before service.
- Cold transportation allows for advanced distribution and staging labor for food production. Food safety is enhanced. It also allows for a variety of transportation modes -- carts, tugs, with trained carts, and road vehicles.
- The Blast Chill/Retherm System is used in large convention centers and large casinos. It ensures high quality food, high speed service, and reduces labor cost.
1500 SF RETHERM

PANTRY FOR UP TO
1000 PLATED MEAL
EVENTS
1,010 sf

FOODSERVICE PHASING STRATEGY
PHASE 1:
- Build new Retherm Pantry "A" adjacent to Main Ballroom. - Retherm Pantry "A" is slightly over-sized because it will function as the only kitchen during Phase 2 when the Main Kitchen will be renovated. The Beverage Storage area will function as kitchen storage until the Main Kitchen is renovated.
- Build new Central Beverage Storage. After Phase 2, this space will also function as the Beverage Service Pantry for functions in the Main Ballroom.

PHASE 2:
- Full renovation of the Main Kitchen. Much of the kitchen has reached the end of it's useful life. Plus piping has collapsed under the kitchen.

But while a full renovation is likely required, any spaces or equipment that can be maintained will be saved for cost reduction. - At completion of the Main Kitchen renovation, move some production equipment from Retherm Pantry "A" to the Main Kitchen.
- At completion of Main Kitchen renovation, re-purpose the storage area at Retherm "A" from kitchen storage to it's ultimate intended use as beverage storage.

EXPANSION PHASES:
- Add Retherm Pantry "C", and associated beverage pantries and service stations, for the east expansion areas

PALM SPRINGS CONVENTION CENTER

FOODSERICE KEY PLAN - CONCEPT PHASE
1/32" = 1'-0" 4/29/26 Provide an allowance
for renovating
existing loading dock
area
renovate existing 900 sf room to
become the Pantry "C"
These spaces would be
incorporated into the
expansion areas
Kitchen Renovation and Related Food Service Improvements Base Scope - 4/30/2026 OPTION 1 - Renovation Existing Kitchen + Retherm pantries W14 x68
block:FE
block:FE
block:FEC
block:FEC
block:FEC
block:FE
block:FEC block:FEC
block:FEC
block:FEC block:FEC
block:FEC
block:FEC
block:FEC
block:FEC
block:FEC
W14x145
W10x33
W
1 0x33
W
10x33
ts8x8
ts8x8
t s8x8
ts8x8
ts8x8
W10x3 3
W10x4 5W10 x45
W10x3 3
W14x1 20
W14 x68
W14x211
W14x211
W
14x211
W12x5 0
W
T7x128.5
W27x146
W
T7x128.5
W
T7
x128.5
W27x1 46
W
T7
x128.5
W
T7x128
. 5
W27x146
W
T
7x128.5
W
T7x128. 5
W27x146
W
T7x1

28. 5
WT 7x128 . 5
W27x 146
WT 7x128 . 5
W
T7x1

28.5 W27 x146
W
T7x
128.5
WT
7x128.5W27x146
W
T7x1 28.5
W
T7x128.5W27x146
W
T7x128.5
W
T7x1

41.5 W36x194
W
T7x1

41.5 W
T7x1

41.5 W36x194
W
T7x141
. 5
W
T7x14

EXISTING WALK

EXISTING BUILDING

EXISTING WALK

TEL UTIL BOX
451.47EG

ALVARADO ROAD

43.35' N 0°14'17" E
164.66'
N 48°03'09" E

N 41°56'51" W
N 48°03'09" E

97.32'
N 41°56'51" W

24.00'
N 48°03'09" E
172.00'
N 41°56'51" W

72.25'
N 48°03'09" E

10.07'
N 89°55'50" E
684.90'N 0°04'10" W
BASIS OF BEARINGS 93+15.1094+0095+0096+0097+0098+0099+00

EAST ANDREAS
10350
451.47

AS LINE
10111
451.50
G
AS LIN
E
10096
452.32

GAS LINE
10074
453. 24
GAS
LINE
10024
455.10
M
ASO
NARY
10022
455.27
MASO
NARY
10021
455.28
MASO
NARY

0.4 10013
454.95
18" DECIDU
OUS
453.97

K TR ENC
L
1415
450.11
TC
1412
450.93
TC W

P BC BC
1337
448. 81
TC BTM

X HC RA

MP BC BC
1336
449.26
TC TO

P X HC RAM
P BC
1335
449.30

TC BTM X HC
RAM
P
1217
447.27

TC BTM X HC
RAM
P
1115
447.29

TC TOP X HC
RAM
P
1114
447.21

TC TOP X
1077
449.21
TC TOP
X
1076
448.82
TC BTM
X
1075
448.96

TC BTM X
1074
449.35

X HC RAM
P
1026
450.44
TC BTM

X HC RAM
P
1025
450.89
TC

TOP X HC R
AMP
1024
450.74
TC TO

ST PRK LG
1625
448.94
ST P
RK LG
1624
448.92

ST PRK LG
1623
448.95
ST PR
K LG
1622
449.00
ST PR
K LG
1621
449.03

ST PRK LG
1620
449.06

ST PRK LG
1619
449.07
ST PR
K LG
1618
449.07

ST PRK LG
1617
449.08

ST PRK LG
1616
449.11

ST PRK LG
1615
449.12
S
T PR
K LG
1614
449.14

ST PRK LG
1613
449.17
ST P
RK LG
1612
449.18

ST PRK LG
1611
449.19
ST PR
K LG
1610
449.20
ST P
RK LG
1609
449.21

ST PRK LG
1608
449.25

ST PRK LG
1607
449.25
ST PR
K LG
1606
449.35

ST PRK LG
1605
449.33

ST PRK LG
1604
449.41

ST PRK LG
2 RK LG
1576
449.79
ST PR
K LG
1575
449. 79
ST PRK
LG
1574
449.85

ST PRK LG
1573
449.83
ST PR
K LG
1572
449. 86
ST PRK
LG
1571
449.86

ST PRK LG
1570
449. 85
ST PRK
LG
1569
449.88
S
T PR
K LG
1568
449.96
ST P
RK LG
1567
449.98

ST PRK LG
1565
449.99

ST PRK LG
1522
449. 55

ST PRK LG
1521
449.55
ST PR
K LG
1520
449. 57

ST PRK LG
1519
449.56
ST PR
K LG
1518
449. 59
ST PRK
LG
1517
449.61

ST PRK LG
1364
448.49
ST P
RK LG
1363
448.49
ST P
RK LG
1362
448.51

ST PRK LG
1361
448. 50
ST PR
K LG
1360
448.60

ST PRK LG
1359
448. 60
ST PRK
LG
1358
448.63
ST PR
K LG
1357
448.63

ST PRK LG
1356
448.65
S
T PR
K LG
1355
448. 65
ST PRK
LG
1354
448.67

ST PRK LG
1353
448.70

ST PRK LG
1352
448.70
ST P
RK LG
1351
448.70

ST PRK LG
1350
448.74

ST PRK LG
1349
448.74
S
T PR
K LG
1348
448.79
ST P
RK LG
1347
448.78

1.0FT N.FACE
1167
448.45
TR
L/O
1166
448.83
TR 4.0FT O
/S CL
1165
448.21
TR

1.0FT N.FACE
1162
447.28
LTPL
1144
449.10
TR PINE 3.0D
I A
E
.FAC
E
1143
449.55

TR PINE

K TR ENC
L
1424
450.61
W
K
TR
E
NCL
1423
450.08
W

K TR ENC
L
1421
450.80
W

K TR EN
CL
1419
449.51
W
K
TR
ENCL
1418
450.12
W
K
TR
E
NCL
1417
449.98
W

K TR ENC
L
1416
449.41
W
K TR
ENCL
1414
450.42
W

K TR EN
CL
1413
450.64
W

K TR EN
CL
1411
450.16
W

K TR ENC
L
1293
449.91
W
K 5.5
1284
449.39
W
K 6. 0
1173
449. 50
W
K 4.5 B

EG FC W
RO
T IR
ON
1172
449. 82
W
K 4.5
1150
448.13
W
K 4.5FT EC
1149
448.80
W
K 4.5FT PO
C
1148
448.95
W
K 4.5FT POC
1147
449.28
W
K

4.5FT BC
1146
449.09
W
K 4.5FT
1704
450.43
SV
1703
450.22
SV
1675
449.87
SV
1674
449.86
SV
1191
446.95
SV AC
1171
451.35
SV
1661
449.70
O

F CUVER

ED PRK CO
R NO
ELEV
1659
449. 38
O
F C
UVERE

D PRK CO
R NO
ELEV
1658
449.80
O

F CUVER

ED PRK CO
R NO
ELEV
1657
450.44
OF CUV

ERED PR
K COR
N
O ELEV1656
451.20
OF CUV

ERED PR
K COR
N
O ELEV
1655
450.47
O
F C
UVERED
PRK CO
R NO
E
LEV
1654
450.07
OF CU
VERED
PR
K COR

NO ELEV
1653
450.98
O
F C
UVER

ED PRK CO
R NO
ELE
V
1652
450.04
O

F CUVER

ED PRK C
OR N
O ELEV
1651
449. 54
O
F C
UVERE

D PRK CO
R NO
ELE
V
1388
447.01
W
TVA
1387
446.89
W
TVA
1386
446.88
W
TVA
1385
446.88
W
TVA
1136
447. 57
W
TVA
BM

2.5" BRA

SS DISC BM
3 2003 TKC
447.26
1125
1164
447.29
SD MH
1276
448.24
IR
VA
1190
447. 47
CL
1177
448.08
C
L
1161
448.62
IRVA
TO
P VA
1130
447.85
CL
1129
447.67
CL
1101
447.21
C
L
1100
447.72
CL1097
448.34
C
L
1071
448.94
CL
1070
449.63
CL
1069
450.33
CL
1068
450.90
CL1067
451.48
CL
1066
452.16
CL
1065
452.74
C
L
1064
452.93
CL
1063
453.42
C
L
1277
448.89
ECBX
1163
447.24
S
NST
1112
447.55
TVBX
1137
447.89
W
TB
O
1138
448. 19
W
TBO
1135
447.49
W
TM
T
104
448.90
C
P MAG
NAIL
1344
449.67
SW
@
BW
CC
1343
449.64
SW
@
BW
CC
1707
448.90
C
P
1482
450.38
CCS
1481
450.17
CCS
1480
450. 21
CC
S
1483
450.42
C
CS
1,501 sf
29,049 sf
1500 SF RETHERM
PANTRY FOR UP TO 1500

PLATED MEAL EVENTS
3 BEVERAGE/BUSSING

STATIONS ALONG BOH

CORRIDOR
400 SF BANQUET

BEVERAGE PANTRY
102 sf
102 sf
102 sf
403 sf

ADD ALTERNATE FUTURE RETHERM
PANTRY "B"

FUTURE EVENT SPACE UP
TO 1,500 SEAT PLATED MEAL
New exterior enclosure BOH
service corridor. include new
exit doors
1,500 SF = $656,000

FOODSERVICE EQUIPMENT ONLY
400 SF = $100,000

FOODSERVICE EQUIPMENT ONLY
300 SF = $93,750

FOODSERVICE EQUIPMENT ONLY
PANTRY "B":
- See scope to the right. Portion of table
storage room renovated to be a retherm
pantry/

PALM SPRINGS CONVENTION CENTER

FOODSERICE KEY PLAN - CONCEPT PHASE
1/32" = 1'-0" 4/29/26 1,472 sf
Remove all existing
decommissioned central
plant equipment. Add an
allowance for a table and
chair vertical racking
system
pantry can't block the
truck entry into
OASIS
Kitchen Renovation and Related Food Service Improvements Base Scope - 4/30/2026 OPTION 1 - Renovation Existing Kitchen + ADD ALT Retherm pantry W14 x68
block:FE
block:FE
block:FEC
block:FEC
block:FEC
block:FE
block:FEC block:FEC
block:FEC
block:FEC block:FEC
block:FEC
block:FEC
block:FEC
block:FEC
block:FEC
W14x145
W10x33
W
1 0x33
W
10x33
ts8x8
ts8x8
t s8x8
ts8x8
ts8x8
W10x3 3
W10x4 5W10 x45
W10x3 3
W14x1 20
W14 x68
W14x211
W14x211
W
14x211
W12x5 0
W
T7x128.5
W27x146
W
T7x128.5
W
T7
x128.5
W27x1 46
W
T7
x128.5
W
T7x128
. 5
W27x146
W
T
7x128.5
W
T7x128. 5
W27x146
W
T7x1

28. 5
WT 7x128 . 5
W27x 146
WT 7x128 . 5
W
T7x1

28.5 W27 x146
W
T7x
128.5
WT
7x128.5W27x146
W
T7x1 28.5
W
T7x128.5W27x146
W
T7x128.5
W
T7x1

41.5 W36x194
W
T7x1

41.5 W
T7x1

41.5 W36x194
W
T7x141
. 5
W
T7x14

EXISTING WALK

EXISTING BUILDING

EXISTING WALK

TEL UTIL BOX
451.47EG

ALVARADO ROAD

43.35' N 0°14'17" E
164.66'
N 48°03'09" E

N 41°56'51" W
N 48°03'09" E

97.32'
N 41°56'51" W

24.00'
N 48°03'09" E
172.00'
N 41°56'51" W

72.25'
N 48°03'09" E

10.07'
N 89°55'50" E
684.90'N 0°04'10" W
BASIS OF BEARINGS 93+15.1094+0095+0096+0097+0098+0099+00

EAST ANDREAS
10350
451.47

AS LINE
10111
451.50
G
AS LIN
E
10096
452.32

GAS LINE
10074
453. 24
GAS
LINE
10024
455.10
M
ASO
NARY
10022
455.27
MASO
NARY
10021
455.28
MASO
NARY

0.4 10013
454.95
18" DECIDU
OUS
453.97

K TR ENC
L
1415
450.11
TC
1412
450.93
TC W

P BC BC
1337
448. 81
TC BTM

X HC RA

MP BC BC
1336
449.26
TC TO

P X HC RAM
P BC
1335
449.30

TC BTM X HC
RAM
P
1217
447.27

TC BTM X HC
RAM
P
1115
447.29

TC TOP X HC
RAM
P
1114
447.21

TC TOP X
1077
449.21
TC TOP
X
1076
448.82
TC BTM
X
1075
448.96

TC BTM X
1074
449.35

X HC RAM
P
1026
450.44
TC BTM

X HC RAM
P
1025
450.89
TC

TOP X HC R
AMP
1024
450.74
TC TO

ST PRK LG
1625
448.94
ST P
RK LG
1624
448.92

ST PRK LG
1623
448.95
ST PR
K LG
1622
449.00
ST PR
K LG
1621
449.03

ST PRK LG
1620
449.06

ST PRK LG
1619
449.07
ST PR
K LG
1618
449.07

ST PRK LG
1617
449.08

ST PRK LG
1616
449.11

ST PRK LG
1615
449.12
S
T PR
K LG
1614
449.14

ST PRK LG
1613
449.17
ST P
RK LG
1612
449.18

ST PRK LG
1611
449.19
ST PR
K LG
1610
449.20
ST P
RK LG
1609
449.21

ST PRK LG
1608
449.25

ST PRK LG
1607
449.25
ST PR
K LG
1606
449.35

ST PRK LG
1605
449.33

ST PRK LG
1604
449.41

ST PRK LG
2 RK LG
1576
449.79
ST PR
K LG
1575
449. 79
ST PRK
LG
1574
449.85

ST PRK LG
1573
449.83
ST PR
K LG
1572
449. 86
ST PRK
LG
1571
449.86

ST PRK LG
1570
449. 85
ST PRK
LG
1569
449.88
S
T PR
K LG
1568
449.96
ST P
RK LG
1567
449.98

ST PRK LG
1565
449.99

ST PRK LG
1522
449. 55

ST PRK LG
1521
449.55
ST PR
K LG
1520
449. 57

ST PRK LG
1519
449.56
ST PR
K LG
1518
449. 59
ST PRK
LG
1517
449.61

ST PRK LG
1364
448.49
ST P
RK LG
1363
448.49
ST P
RK LG
1362
448.51

ST PRK LG
1361
448. 50
ST PR
K LG
1360
448.60

ST PRK LG
1359
448. 60
ST PRK
LG
1358
448.63
ST PR
K LG
1357
448.63

ST PRK LG
1356
448.65
S
T PR
K LG
1355
448. 65
ST PRK
LG
1354
448.67

ST PRK LG
1353
448.70

ST PRK LG
1352
448.70
ST P
RK LG
1351
448.70

ST PRK LG
1350
448.74

ST PRK LG
1349
448.74
S
T PR
K LG
1348
448.79
ST P
RK LG
1347
448.78

1.0FT N.FACE
1167
448.45
TR
L/O
1166
448.83
TR 4.0FT O
/S CL
1165
448.21
TR

1.0FT N.FACE
1162
447.28
LTPL
1144
449.10
TR PINE 3.0D
I A
E
.FAC
E
1143
449.55

TR PINE

K TR ENC
L
1424
450.61
W
K
TR
E
NCL
1423
450.08
W

K TR ENC
L
1421
450.80
W

K TR EN
CL
1419
449.51
W
K
TR
ENCL
1418
450.12
W
K
TR
E
NCL
1417
449.98
W

K TR ENC
L
1416
449.41
W
K TR
ENCL
1414
450.42
W

K TR EN
CL
1413
450.64
W

K TR EN
CL
1411
450.16
W

K TR ENC
L
1293
449.91
W
K 5.5
1284
449.39
W
K 6. 0
1173
449. 50
W
K 4.5 B

EG FC W
RO
T IR
ON
1172
449. 82
W
K 4.5
1150
448.13
W
K 4.5FT EC
1149
448.80
W
K 4.5FT PO
C
1148
448.95
W
K 4.5FT POC
1147
449.28
W
K

4.5FT BC
1146
449.09
W
K 4.5FT
1704
450.43
SV
1703
450.22
SV
1675
449.87
SV
1674
449.86
SV
1191
446.95
SV AC
1171
451.35
SV
1661
449.70
O

F CUVER

ED PRK CO
R NO
ELEV
1659
449. 38
O
F C
UVERE

D PRK CO
R NO
ELEV
1658
449.80
O

F CUVER

ED PRK CO
R NO
ELEV
1657
450.44
OF CUV

ERED PR
K COR
N
O ELEV1656
451.20
OF CUV

ERED PR
K COR
N
O ELEV
1655
450.47
O
F C
UVERED
PRK CO
R NO
E
LEV
1654
450.07
OF CU
VERED
PR
K COR

NO ELEV
1653
450.98
O
F C
UVER

ED PRK CO
R NO
ELE
V
1652
450.04
O

F CUVER

ED PRK C
OR N
O ELEV
1651
449. 54
O
F C
UVERE

D PRK CO
R NO
ELE
V
1388
447.01
W
TVA
1387
446.89
W
TVA
1386
446.88
W
TVA
1385
446.88
W
TVA
1136
447. 57
W
TVA
BM

2.5" BRA

SS DISC BM
3 2003 TKC
447.26
1125
1164
447.29
SD MH
1276
448.24
IR
VA
1190
447. 47
CL
1177
448.08
C
L
1161
448.62
IRVA
TO
P VA
1130
447.85
CL
1129
447.67
CL
1101
447.21
C
L
1100
447.72
CL1097
448.34
C
L
1071
448.94
CL
1070
449.63
CL
1069
450.33
CL
1068
450.90
CL1067
451.48
CL
1066
452.16
CL
1065
452.74
C
L
1064
452.93
CL
1063
453.42
C
L
1277
448.89
ECBX
1163
447.24
S
NST
1112
447.55
TVBX
1137
447.89
W
TB
O
1138
448. 19
W
TBO
1135
447.49
W
TM
T
104
448.90
C
P MAG
NAIL
1344
449.67
SW
@
BW
CC
1343
449.64
SW
@
BW
CC
1707
448.90
C
P
1482
450.38
CCS
1481
450.17
CCS
1480
450. 21
CC
S
1483
450.42
C
CS
3,302 sf
19,939 sf
29,049 sf
1,330 SF STAGING PANTRY. SPACE

ALLOCATION ASSUMES SOILED DISHES GO
BACK TO SOUTH KITCHEN.
3 BEVERAGE/BUSSING

STATIONS ALONG BOH

CORRIDOR
3 BEVERAGE/BUSSING

STATIONS ALONG BOH

CORRIDOR
2 BEVERAGE/BUSSING

STATIONS ALONG BOH

CORRIDOR

BANQUET BEVERAGE
PANTRY

RENOVATED
SOUTH

KITCHEN
200 sf
102 sf
102 sf
102 sf
102 sf
102 sf
102 sf

FUTURE EVENT SPACE UP
TO 1,500 SEAT PLATED MEAL

EXISTING BALLROOM FOR
UP TO 1,000 SEAT PLATED MEAL

CONSIDER EXTENSION OF

BOH COORIDOR FOR

PROPER SERVICE OF
FUTURE EVENT SPACE.

FUTURE EXPANSION.

ASSUMING JR. BALLROM WILL
ACCOMMODATE UP TO 500 SEAT
PLATED MEAL.
7,850 SF = $3,435,000

FOODSERVICE EQUIPMENT ONLY
6,200 SF = $2,713,000

FOODSERVICE EQUIPMENT ONLY
1,000 SF = $250,000

FOODSERVICE

EQUIPMENT ONLY
300 SF = $93,750

FOODSERVICE EQUIPMENT ONLY
300 SF = $93,750

FOODSERVICE EQUIPMENT ONLY
200 SF = $50,000

FOODSERVICE EQUIPMENT ONLY
1,330 sf
1,330 SF = $500,000

FOODSERVICE EQUIPMENT ONLY

MAINTAIN EXISTING
PHASE 1 - $3,057,000

FOODSERVICE EQUIPMENT ONLY
PHASE 2 - $1,444,000

FOODSERVICE EQUIPMENT ONLY

FOODSERVICE KITCHEN STRATEGY
- Two kitchens, one serves the north, one serves the south. - The North Kitchen is larger and acts as a commissary kitchen that supports all F&B.
- The North Kitchen serves the existing ballroom and the new flex ballroom space in the east end of the Ex-Hall. Service is conducted through existing corridors.
- Recommend adding beverage/service stations along service corridors where shown.
- Recommend a new Central Beverage Storage Room in the space currently occupied by the decommissioned Central Plant. - The South Kitchen is smaller and is more of a
"finish kitchen". It is supported by the North Kitchen. - The South Kitchen serves all existing, renovated, and new event spaces in the south portion of the complex.
- For events in the Spring rooms and future expansion to the east, the South Kitchen will work in conjunction with a new staging pantry located at the existing Smoke Tree room.

FOODSERVICE PHASING STRATEGY
PHASE 1:
- Build new North Kitchen adjacent to Main Ballroom.
- The North Kitchen will be over-sized because it will function as the only kitchen during Phase 2 when the South Kitchen will be renovated, and long-term it will provide some "commissary" functions in support of all F&B operations.
- Build new Central Beverage Storage. After Phase 2, this space will also function as the Beverage Service Pantry for functions in the north portion of the complex.
- Build a new dedicated F&B loading dock. This will be the only foodservice dock long-term.

PHASE 2:
- Renovation of the South Kitchen to a smaller finish kitchen. Food deliveries will come from the North Kitchen.

FUTURE PHASES:
- Add Staging Pantry and service stations as needed when more function space is created via conversion of existing spaces or new construction.

PALM SPRINGS CONVENTION CENTER
FOODSERICE KEY PLAN - OPTION 2
1/32" = 1'-0" 5/4/26

ASSUMES NEW STAGING

PANTRY TO SERVE SPRING
ROOMS AND NEW EXPANSION.
6,198 sf
NEW
NORTH

KITCHEN
1,003 sf

CENTRAL BEVERAGE
STORES
PHASE 2 - RENOVATE SOUTH KITCHEN:
400 SF - WALK-IN COOLERS & FREEZERS
200 SF - DRY FOOD STORAGE
200 SF - DRY STORAGE (PAPER GOODS, ETC.)
700 SF - COOK LINES/HOT PRODUCTION
300 SF - PLATING
300 SF - POT WASHING
600 SF - DISH WASHING
200 SF - COMMON CHINA, FLATWARE, GLASS

STORAGE
100 SF - SMALLWARES STORAGE
100 SF - TRASH/RECYCLING/COMPOST
100 SF - CHEF, KITCHEN & STEWARDING OFFICES
100 SF - KITCHEN REST ROOMS & BREAK

3,300 SF - TOTAL
PHASE 1 - BUILD NORTH KITCHEN:
800 SF - WALK-IN COOLERS & FREEZERS
400 SF - DRY FOOD STORAGE
400 SF - DRY STORAGE (PAPER GOODS, ETC.)
1,500 SF - COOK LINES/HOT PRODUCTION
500 SF - PLATING
400 SF - POT WASHING
1,000 SF - DISH WASHING
400 SF - COMMON CHINA, FLATWARE, GLASS

STORAGE
200 SF - SMALLWARES STORAGE
200 SF - TRASH/RECYCLING/COMPOST
200 SF - CHEF, KITCHEN & STEWARDING OFFICES
200 SF - KITCHEN REST ROOMS & BREAK

6,200 SF - TOTAL
NORTH
SOUTH
NORTH
SOUTH
NEW

STAGING
PANTRY

NEW WEST EVENT

SPACES/MEETING ROOMS
NEW
F&B
DOCK
FUTURE PHASE - $93, 750

FUTURE PHASE
$550,000
Kitchen Renovation and Related Food Service Improvements Base Scope - 4/30/2026 OPTION 2 - Relocation of main kitchen + Retherm pantries ID Task Name Start Finish
1 Meetings/Workshops/Presentations Fri 6/12/26 Thu 3/18/27 2 Schematic Design Kick-Off Mtg Fri 6/12/26 Fri 6/12/26 3 PSCC Work Session (SD) Thu 7/9/26 Thu 7/9/26
4 PSCC Work Session (SD) Thu 7/30/26 Thu 7/30/26
5 PSCC Work Session (SD) Thu 8/20/26 Thu 8/20/26
6 PSCC Work Session (DD) Thu 9/17/26 Thu 9/17/26
7 PSCC Work Session (DD) Thu 10/8/26 Thu 10/8/26
8 PSCC Work Session (DD) Thu 10/29/26 Thu 10/29/26
9 PSCC Work Session (DD) Thu 11/19/26 Thu 11/19/26
10 PSCC Work Session (DD) Thu 12/10/26 Thu 12/10/26
11 SD Stakeholder Presentation Thu 8/20/26 Thu 8/20/26
12 DD Stakeholder Presentation Thu 11/19/26 Thu 11/19/26 13 CD Stakeholder
Presentation??
Thu 3/18/27 Thu 3/18/27
14 Sustainability Charrette? Thu 7/9/26 Thu 7/9/26
15 Entitlements Tue 9/22/26 Wed 10/28/26
16 Planning Commission Tue 9/22/26 Tue 9/22/26
17 Architectural Review
Committee
Mon 10/19/26 Mon 10/19/26
18 City Council Presentation Wed 10/28/26 Wed 10/28/26
19 Design and Documentation Mon 6/15/26 Mon 6/28/27
20 Schematic Design (SD) 12wks Mon 6/15/26 Fri 9/4/26
21 SD 100% Pricing/Approval Mon 9/7/26 Fri 10/16/26
22 Design Development (DD)
15wks
Mon 9/7/26 Fri 12/18/26
23 DD 100% Pricing/Approval Mon 12/21/26 Fri 1/29/27
24 Construction Documents (CD)
18wks
Mon 12/21/26 Fri 4/23/27
25 CD 90% Pricing/Approval Mon 4/26/27 Fri 5/14/27
26 Building Permit Submittal and
Approval
Mon 4/5/27 Mon 6/28/27
27 CD 100% / Issued for
Construction
Mon 6/28/27 Mon 6/28/27
28 Construction Administration (18
mths)
Mon 7/5/27 Fri 12/29/28
29 Project Closeout Mon 11/27/28 Fri 1/26/29
Meetings/Workshops/Presentations
Schematic Design Kick-Off Mtg
SD Stakeholder Presentation
DD Stakeholder Presentation
CD Stakeholder Presentation??
Sustainability Charrette?
Entitlements
Planning Commission
Architectural Review Committee
City Council Presentation
Design and Documentation
Schematic Design (SD) 12wks
SD 100% Pricing/Approval
Design Development (DD) 15wks
DD 100% Pricing/Approval
Construction Documents (CD) 18wks
CD 90% Pricing/Approval
Building Permit Submittal and Approval
CD 100% / Issued for Construction
Construction Administration (18 mths)
Project Closeout
Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Qtr 3, 2026 Qtr 4, 2026 Qtr 1, 2027 Qtr 2, 2027 Qtr 3, 2027 Qtr 4, 2027 Qtr 1, 2028 Qtr 2, 2028 Qtr 3, 2028 Qtr 4, 2028 Qtr 1, 2029 Preliminary Design Schedule
Palm Springs CC Modernization Project
Fri 5/22/26
Preliminary Design Schedule - Palm Springs Convention Center Modernization Project - DRAFT 5/22/2026

Palm Springs City CouncilJuly 8, 2026

Palm Springs City Council
July 8, 2026