City Council Meeting Agenda
February 9, 2026

No. Project Name Address Description City Est. Date
Completion
Completed Date Project Phase

1. Pre-Application

2. Entitlement

3. Pre-Building Permit

4. Building Permit

5. Construction

6. Completed (Occupied?)
Date of
Entitlement
Approval
Planner
10 11198 Washington Place 11198 Washington Place New single story commercial building comprising 3,850 square feet with 11 parking
spaces and 500 square feet of outdoor
dining/seating on vacant land
CC 2017 2017 Completed - Occupied 11/14/2013 Gabriela Silva (310) 253-5736
11 Kayvon Mixed Use 12712-12718 Washington
Boulevard
New 4 story mixed use building and
subterranean parking with 5 for lease
residential units, 3,308 sf of retail, office, or
restaurant. Previous/Existing uses:
approximately 2,340 sf of commercial uses, a
funiture store and reclaimed/vintage wood
store.

CC 2017 2017 Completed - Occupied 1/10/2013 Jose Mendivil (310) 253-5757
12 4109-4111 Duquesne Ave 4109-4111 Duquesne Ave Addition of two (2) new dwelling units to existing duplex
CC 2017 2017 Completed - Occupied 01/13/2015 Gabriela Silva (310) 253-5736
13 C3 - Office & Retail
Building
700-701 Corporate Pointe
(Now 5800 Bristol
Parkway and 5801
Hannum Ave)
7-story 281,400 G.S.F. office building and 9-
story parking structure
CC 2017 2017 Completed - Occupied SPR-8/12/87
SPR/M
11/12/2014
13th Amend
extend DDA to
2017
Jose Mendivil
(310) 253-5757
14 Arora Condominiums 3837 Bentley Avenue Three (3) new condominium dwelling units, resulting in two (2) net new dwellings
CC 2018 TBD Construction 04/08/2015 Gabriela Silva
(310) 253-5736
15 3-unit Washington Place
Condos
12464 Washington Place Three (3) new condominium dwelling units and demolition of single family dewlling, resulting in
two (2) net new dwellings
CC 2018 TBD Construction 04/26/2017 Gabriela Silva
(310) 253-5736
16 Retail Building 3030 La Cienega Blvd Addition of 1,250 sq. ft. of retail floor area to an existing 8,338 sq. ft. retail building, and new
tandem parking
CC 2018 TBD Construction 06/19/2017 Planning Division
(310) 253-5710
17 Shell Carwash 11224 Venice Blvd New 3,150 sq. ft. commercial building, which includes a 2,285 sq. ft. convenience store and
864 sq. ft. automated car wash facility, on a
vacant site
CC 2018 TBD Construction 12/9/2015 Gabriela Silva
(310) 253-5736
18 SPP Site
8-story Office Building
Renovation
10000 Washington Blvd Renovation of existing 8-story office building.

Convert ground floor office space to retail and
restaurant space. Total net increase of 10,614
sq. ft. of floor area, including a net reduction of
1,497 sq. ft. of office, increase of 8,424 sq. ft.
of retail/ restaurant and 3,687 sq. ft. of fitness
CC 2019 TBD Construction 06/22/2016 Susan Yun
310-253-5755

No. Project Name Address Description City Est. Date
Completion
Completed Date Project Phase

1. Pre-Application

2. Entitlement

3. Pre-Building Permit

4. Building Permit

5. Construction

6. Completed (Occupied?)
Date of
Entitlement
Approval
Planner
19 Office Building 9919 Jefferson Blvd New 3- story, 62,558 sq. ft., office and research and development (laboratory) building, as well
as a five (5) level parking structure containing
398 parking spaces, and associated site
improvements
CC 2019 TBD Construction 10/26/2016 Gabriela Silva
(310) 253-5736
20 West Los Angeles
Community College Master
Plan and EIR (2010)
LA County Approximately 92, 000 sq. ft. of new building construction and renovation. Anticipate future
student population of approx. 18,904 students.

LA
County
2019 TBD Construction EIR Certified
2004
Susan Yun
(310) 253-5755
21 Grandview Apartments 4025 Grand View Blvd New 3-story, for lease housing development, consisting of 36 units, with subterranean
parking. Previous/Existing use includes 20
mobile home units.

CC 2019 TBD Construction 01/27/2016
(PC)
03/28/2016
(CC)
Jose Mendivil
(310) 25-5757
22 Three unit condominium/
townhome Redevelopment
4241 Duquesne Avenue New three detached condominium/
townhomes, resulting in two (2) net new
residential dwelling units
CC 2019 TBD Construction 03/09/2016
(CC)
05/09/2016
(CC)
Jose Mendivil
(310) 253-5757
23 New 4-unit Condo 4034 La Salle Avenue New four (4) unit residential condominium project, resulting in a net increase of three (3)
dwelling units
CC 2019 TBD Construction 09/28/2016 William Kavadas
(310) 253-5706
24 5-unit Condominiums 3961 Tilden Avenue Construction of five (5) new residential condominium units, resulting in two (2) net
new residential dwelling units
CC 2019 TBD Construction 06/08/2016
(PC)
07/25/2016
(CC)
Gabriela Silva
(310) 253-5736
25 Parcel B - Culver Steps 9300 Culver Blvd 118,000 G.S.F. of office, retail, and restaurant space.

CC 2019 TBD Construction 07/07/2012 Susan Yun
(310) 253-5755
26 Baldwin Site 12803 Washington Blvd New 4 story mixed use project, cosisting of 37 dwelling units and 7,206 sq. ft. of ground floor
retail, on currently vacant site
CC 2019 TBD Construction 07/27/2016
(PC)
09/12/2016
(CC)
Jose Mendivil
(310) 253-5757
27 Ivy Station
Washington/
National TOD
Comprehensive Plan
8824 National Blvd
Corner of Washington
Blvd/ National Blvd
New TOD mixed use project consisting of a
148 room boutique hotel, approximately
57,742 gsf of retail and restaurant uses,
196,333 gsf of office use, and 200 residential
units. Parking (1,531 spaces) provided on
grade and in 3-level subterranean garage.

CC 2019 TBD Construction 02/17/2016
(PC)
03/28/2016
(CC)
Susan Yun
(310) 253-5755

No. Project Name Address Description City Est. Date
Completion
Completed Date Project Phase

1. Pre-Application

2. Entitlement

3. Pre-Building Permit

4. Building Permit

5. Construction

6. Completed (Occupied?)
Date of
Entitlement
Approval
Planner
28 Lenawee-Culver Place 3814 Lenawee Avenue New 8 single family dwelling units and 95 unit, 110 bed, assisted living and memory care
facility
CC 2019 TBD Construction 06/08/2016
(PC)
08/08/2016
(CC)
Jose Mendivil
(310) 253-5757
29 Surfas Site 8777 Washington Blvd New Office/Retail project, consisting of 128,000 sq. ft. of office, and 4,500 sq. ft. of
retail/restaurant, with approximately 345
ground and subterranean (3 level) parking
spaces
CC 2019 TBD Construction 05/10/2017
(PC)
06/26/2017
(CC)
Susan Yun
(310) 253-5755
30 Globe Housing Project 4044 - 4068 Globe
Avenue
Comprehensive Plan and Planned
Development for a total of 10 new, for sale,
residential dwelling units on currently vacant
land; however, the site was previously
developed with 7 single family homes.

CC 2019 TBD Construction 03/23/2016
(PC)
05/05/2016
(CC)
Jose Mendivil
(310) 253-5757
31 New 4-unit Condo 4180 Duquesne Avenue New four (4) unit residential condominium project, resulting in a net increase of three (3)
dwelling units
CC 2019 TBD Construction 09/28/2016 William Kavadas
(310) 253-5706
32 4-unit Condos 3832 Bentley Avenue Four (4) new condominium dwelling units, resulting in three (3) net new dwellings
CC 2019 TBD Construction 02/22/2017 Gabriela Silva
(310) 253-5736
33 New 3-unit Condo 4234 Sawtelle Blvd New three (3) unit residential condominium project, resulting in a net increase of two (2)
dwelling units
CC 2019 TBD Construction 03/08/2017 Planning Division
(310) 253-5710
34 4-unit Townhome
Development
4118 Wade Street Sudivision of one parcel into four (4) townhome-style dwelling units, resulting in a
net increase of one (1) new unit
CC 2019 TBD Construction 06/12/2017
(PC)
09/11/2017
(CC)
Jose Mendivil
(310) 253-5757
35 Culver West Mixed Use
Washington/Inglewood
11924 Washington Blvd Mixed use project with 3,750 sq. ft. of restaurant, 11,250 sq. ft. of specialty retail, and
98 for lease residential apartment units.

Previous use includes approximately 26,445
sq. ft. of commercial uses
CC/LA 2019 TBD Construction 12/09/2015
(PC)
06/08/2016
(LA City)
Jose Mendivil
(310) 253-5757

No. Project Name Address Description City Est. Date
Completion
Completed Date Project Phase

1. Pre-Application

2. Entitlement

3. Pre-Building Permit

4. Building Permit

5. Construction

6. Completed (Occupied?)
Date of
Entitlement
Approval
Planner
36 Synapse Office and
Retail/Restaurant (ICC
site)
8888 Washington Blvd New 91,952 square foot, four (4) story, 56 ft. high, office and retail/restaurant building,
including approximately 5,972 sq. ft. of ground
floor space (for retail/restaurant uses) and
56,559 gsf of office space, and subterranean
(24 ft. deep) automated parking
accommodating up to 210 vertically stacked
vehicles (3 stacked levels); the existing auto
collision repair center will be demolished.

CC 2019 TBD Construction 03/22/2017 Susan Yun
(310) 253-5755
37 3906-3910 Sawtelle Blvd 3906-3910 Sawtelle Blvd A ddition of one (1) new dwelling unit to an existing triplex
CC 2019 TBD Building Permit 06/19/2017 Gabriela Silva
(310) 253-5736
38 3-unit Bentley Condos 3873 Bentley Avenue Three new residential condominium units, resulting in two (2) net new residential dwelling
units
CC 2019 TBD Building Permit 02/22/2017 William Kavadas
310-253-5706
39 Auto Repair Facility 2926 La Cienega Blvd Four (4) bay auto repair use within existing car rental facility
CC 2019 TBD Building Permit 08/08/2018 Jose Mendivil
(310) 253-5757
40 Lorcan O’Herlihy Architects 3434 Wesley Street New TOD Mixed Use project with 15 dwelling units, and 14,237sq. ft. of office/gallery on a
vacant lot.

CC 2019 TBD Building Permit 10/26/2016
(PC)
02/13/2017
(CC)
William Kavadas
(310) 253-5706
41 Entrada Office Tower 6161 Centinela Blvd New 281,194 sq. ft. crea tive office building CC 2019 TBD B uilding Permit 11/09/2016 Planning Division (310) 253-5710
42 6-unit Housing Complex 4227 Ince Boulevard Sudivision of one parcel into three (3) land lots with two (2) dwelling units each, for a total of
six (6) new units, resulting in five (5) net new
units
CC 2019 TBD Building Permit 02/22/2017
(PC)
04/11/2017
(CC)
Jose Mendivil
(310) 253-5757
43 2-unit Condominium 9615 Lucerne Ave Two (2) new residential condominium dwellings, resulting in one (1) net new dwelling
unit
CC 2019 TBD Pre-Building Permit 09/27/2017 William Kavadas (310) 253-5706
44 New 2-story office building 12038 Washington Bl vd New 2-story, 2,685 sq. ft. office building; existing 1,200 sq. ft. retail building to be
demolished
CC 2019 TBD Pre-Building Permit 05/08/2017 Planning Division (310) 253-5710

No. Project Name Address Description City Est. Date
Completion
Completed Date Project Phase

1. Pre-Application

2. Entitlement

3. Pre-Building Permit

4. Building Permit

5. Construction

6. Completed (Occupied?)
Date of
Entitlement
Approval
Planner
45 Mixed-Use with Density
Bonus
11281 Washington Place New mixed use development consisting of 14 residential units and 4,897 sq. ft. of retail
space
CC 2019 TBD Pre-Building Permit 03/22/2017
(PC)
05/30/2017
(CC)
Jose Mendivil
(310) 253-5757
46 Willows School
CUP Modification
8509 Higuera Street
8476 Warner Drive
Modification to previously approved CUP to
allow a playfield and increase student
enrollment by 100, from 475 to 575, consistent
with School Master Plan.

CC 2019 TBD Entitlement TBD Jose Mendivil
(310) 253-5757
47 4-Story Commercial 5645 Sepulveda Blvd New 4-story office building approximately 3,193 sq. ft. retail on ground floor and 38,712
sq. ft. medical office, 5-level subterranean
garage (198 parking spaces). Demolition of
approximately 5,000 sq. ft. of existing
commercial building.

CC 2019 TBD Pre-Application TBD Planning Division
(310) 253-5710
48 Market Hall - Washington
Centinela
12403 (12237-12423)
Washington Boulevard
New multi-story 21,605 sq. ft. market hall and
food retail building with attached parking
structure (184 spaces) and a new single story
5,230 sq. ft. retail building with surface parking
(20 spaces), on two currently vacant sites
CC 2020 TBD Building Permit 10/25/2017
(PC)
01/22/2018
(CC)
02/12/2018
(CC)
Gabriela Silva
(310) 253-5736
49 Culver Studios Innovation
Plan Comprehensive Plan
Amendment No.7
9336 Washington Blvd New production office buildings to replace existing outmoded structures, to include
345,007 square feet of net new production
space.

CC 2020 TBD Building Permit 12/13/2017
(PC)
01/08/2018
(CC)
1/22/2018
(CC)
Susan Yun
(310) 253-5755
50 Warner Parking Structure 8511 Warner Drive 51,520 G.S.F. Retail/Restaurant;784 parking spaces, five levels; site currently developed as
a surface parking lot
CC 2020 TBD Pre-Building Permit 08/03/2009
ET -
01/10/2018
Jose Mendivil
(310) 253-5757
51 The Brick and the Machine 9735 Washington
Boulevard
New 3- to 4-story office and retail building
consisting of 55,477 sq. ft. of office (upper
floors), 12,249 sq. ft. of retail, 2,147 sq. ft. high
turnover restaurant, and 2,000 sq. ft. of quality
restaurant (on ground floor), and a 3-level, 228
space, subterranean parking garage. The
existing vacant 16,200 sq. ft. bank and office
building to be demolished.

CC 2020 TBD Entitlement 10/22/2018
(1st Reading)
Jose Mendivil
(310) 253-5757

No. Project Name Address Description City Est. Date
Completion
Completed Date Project Phase

1. Pre-Application

2. Entitlement

3. Pre-Building Permit

4. Building Permit

5. Construction

6. Completed (Occupied?)
Date of
Entitlement
Approval
Planner
52 Stacked Parking - NFL
Building
10950 Washington Blvd Addition of approximately 150 parking spaces through installation of two (2) to four (4) level
parking stackers and surface lot restriping for
tandem parking to support exisitng media
offices. No additional square feet.

CC 2020 TBD Entitlement TBD Gabriela Silva
(310) 253-5736
53 Office Building 11259 Washington Blvd
APN: 4233-033-021
New 3-story, 4,022 sq. ft. office building with at-
grade parking, on a currently vacant site
CC 2020 TBD Entitlement TBD Jose Mendivil
(310) 253-5757
54 Jackson C ondos 4051 and 4055 Ja ckson
Ave
New nine (9) unit residential condominium
project replacing six (6) existing units, for a net
increase of three (3) dwelling units
CC 2020 TBD Entitlement TBD Jose Mendivil
(310) 253-5757
55 The Bridge 6066 Washington Bl vd Addition of 3,246 sq. ft. of commercial (office) floor area with additional stacked/ automated
parking, to an existing 5,231 commercial
building
CC 2020 TBD Pre-Application TBD Gabriela Silva
(310) 253-5736
56 4-unit La Salle Condo’s 4030 La Salle Ave Four (4) new condominium dwelling units, resulting in three (3) net new dwelling units
CC 2020 TBD Pre-Application TBD William Kavadas
(310) 253-5706
57 2-unit Condominium 4225 La Salle Ave Two (2) new condominium dwelling units, resulting in one (1) net new dwelling unit
CC 2020 TBD Pre-Application TBD William Kavadas
(310) 253-5706
58 4-unit Sawtelle
Condominiums
4041 Sawtelled Blvd Four (4) new condominium dwelling units, resulting in three (3) net new dwelling units
CC 2020 TBD Pre-Application TBD Gabriela Silva
(310) 253-5736
59 2-unit Condominium 4116 Higuera St Two (2) new condominium dwelling units, resulting in one (1) net new dwelling unit
CC 2020 TBD Pre-Application TBD William Kavadas
(310) 253-5706
60 4-unit Madison Condo’s 4044 Madison Ave Four (4) new condominium dwelling units, resulting in three (3) net new dwelling units
CC 2020 TBD Pre-Application TBD William Kavadas
(310) 253-5706
61 4-unit condominium 3846 Bentley Ave Four (4) new condominium dwelling units, resulting in three (3) net new dwelling units
CC 2020 TBD Pre-Application TBD William Kavadas
(310) 253-5706
62 Automated Parking 5977 Washington Blvd New 48 space stacked parking facility on a property with a vacant commercial building, to
serve as off-site parking for commercial
building at 5965 Washington Blvd.

CC 2020 TBD Pre-Application TBD Jose Mendivil
(310) 253-5757

No. Project Name Address Description City Est. Date
Completion
Completed Date Project Phase

1. Pre-Application

2. Entitlement

3. Pre-Building Permit

4. Building Permit

5. Construction

6. Completed (Occupied?)
Date of
Entitlement
Approval
Planner
63 Robertson Mixed Use 3727 Robertson Blvd New 4-story mixed-use development, including approximately 8,135 sq. ft. of commercial floor
area and eight (8) dwelling units. Demolition of
approx. 6,800 sq. ft. 1-story commercial
building and surface parking.

CC 2020 TBD Pre-Application TBD Gabriela Silva
(310) 253-5736
64 Washington/Tivoli Mixed
Use Project
13112-13114 Washington
Bl
Mixed-use project with 1,536 sq. ft. of
retail/restaurant (breakdown unkown at this
time), 3,702 sq. ft. of office, and two (2) for-
lease residential dwelling units.

Previous/Existing uses: vacant land
CC 2020 TBD Pre-Application TBD Planning Division
310-253-5710
65 Boutique Hotel 11469 Jefferson Blvd De molition of 12,958 sq. ft. commercial shopping center. New 5-story hotel of 183
rooms with restaurant and outdoor dining.

CC 2020 TBD Pre-Application TBD Jose Mendivil
(310) 253-5757
66 Park Century School 3939 Landmark Street New athletic field, 2,441 sq. ft. classroom building, and two-level subterranean parking,
to allow an increase in student enrollment from
120 to 170 and increase of 20 staff people.

CC 2020 TBD Pre-Application TBD Jose Mendivil
(310) 253-5757
67 ECF Site 8700, 8710, 8740, and
8750 Washington
Boulevard
Preliminary Concept - Mixed Use TOD with
approximately 199 residential units and 40,00
sq. ft. of commercial space (17,250 sq. ft. of
live/work space, 5,000 sq. ft. of restaurant, and
17,750 sq. ft. of retail), on a 3.06 to possibly

3.53 acre site, currently developed with
multiple uses
CC 2021 TBD Pre-Application TBD Susan Yun
(310) 253-5755
68 New Assisted Living
Facility
11141 Washington Blvd New 5-st ory, 157,500 sq. ft., 117 room assisted living facility, with subterranean
parking. Exisitng 24,200 sq. ft. of commercial
(retail, office, etc.) uses will be demolished.

CC 2021 TBD Pre-Application TBD Gabriela Silva
(310) 253-5736
69 Vista Del Sol - Assisted
Living Expansion
11620 Washington Blvd New 5-story, 72 bed, 33,747 sq. ft. expansion to exisitng assisted living facility.

CC 2021 TBD Pre-Application TBD Jose Mendivil
(310) 253-5757
70 New Hotel 3868-3900 Sepulveda
Blvd
New 5-story, 85,676 sq. ft., 118 room hotel
with 2,000 sq. ft. retail space. Existing hotels
totaling 75 rooms will be demolished.

CC 2021 TBD Pre-Application TBD Jose Mendivil
(310) 253-5757

No. Project Name Address Description City Est. Date
Completion
Completed Date Project Phase

1. Pre-Application

2. Entitlement

3. Pre-Building Permit

4. Building Permit

5. Construction

6. Completed (Occupied?)
Date of
Entitlement
Approval
Planner
71 Jazz Bakery 9814 Washington Blvd New 200 seat Performace Theatre with a museum and bakery/café, 2-stories &
estimated 7,500 sqaure feet, on a property
developed with a vacant residential structure
CC 2021 TBD Pre-Application TBD Planning Division
(310) 253-5710
72 Bristol Parkway Mixed Use 6201 Bristol Parkway A new mixed-use development on a 6.26 acre site in the Fox Hills area, consisting of 20,767
sq. ft. of commercial/retai uses, 712 residential
dwelling units (including 50 live-work units),
and approximately 850 subterranean parking
spaces. Existing shopping center
(approximately 60,000 sq. ft. of commercial
floor area) to be demolished.

CC 2021 TBD Pre-Application TBD Planning Division
(310) 253-5710
73 Federal Express Site 3710 and 3750 S.

Robertson Boulevard
Preliminary Concept - Mixed Use TOD with
approximately 141 residential units and 64,200
sq. ft. of creative office and 30,042 sq. ft.
commercial (retail/restaurant/live-work space),
on a 2.2 acre site.

CC 2021 TBD Pre-PPR TBD Susan Yun
(310) 253-5755
Sorted by Estimated Date of Completion

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/89/71/62/64/i255/131/58/i255/78/79/62/61
/92/93/60/65/i255/149/65/92/143/77/73
/85/87/92/92/65
/150/80/65/95/71/77/96
/149/80/65/80/96/60/105
/94/131/69/69/i255/84/i255/90/75/88/88/i255/90/86/56 /104/103/69/94/103/69/56/68/55 /69/105/94
/106/107/108/109/110/111/112/113/111/108/114/115/110/116/117/112/114/118/113/119/113/115/110/120/121/110/122/123/114/124/112/119/113/115/110/125/121/110/122/123/114/124/112/119/113/115/110/117/107/114/126/127/110/122/123/114/124/112/119/113/115/120/121/116/108/119 /113/115/120/121/128 /129/115/119/113/115/125/121/116/108/119 /113/115/125/121/128 /129/115 /78/79/80/65/62/81/60/77/62/61/i255 /131/58/55/69/130 /56/130 /55/94/104 /94 /94/94 /69/68 /131 /i255/i255 /i255 /147/151/134 /141/134 /147/136/i255 /138 /136 /136 /136/151 /55/69/55/130/56 /59/60/61/62/63/64/60/61/62/60/65/66/67/66/68/68/69/56/68/55/152/92/92/81/80/77 /68/68/94/i255/95/61/144/i255/80/143/62/92 /73/60/80/87/60/65/61/64/71/79/105/130/57/55/131/i255/81/60/61/81/60/65/68 /56/103/56/130/103/69/56/68/58 /56/105/55
/106/107/108/109/110/111/112/113/111/108/114/115/110/116/117/112/114/118/113/119 /113/115/110/120/121/110/122/123/114/124/112/119/113/115/110/125/121/110/122/123/114/124/112/119/113/115/110/117/107/114/126/127/110/122/123/114/124/112/119/113/115/120/121/116/108/119 /113/115/120/121/128 /129/115/119/113/115/125/121/116/108/119/113/115/125/121/128 /129/115 /142/62/64/60/65
/84/105/85/105
/149/65/92/61/61
/78/65/60/80
/68/68/94/68/58/94/68/131/94/69 /58/58/69 /58/104/55/68 /94/104/55 /55/104 /56/68 /57/58 /i255/i255 /i255 /140/135/136/151 /133/133/151 /133/138/147/i255 /140 /136/138/147/147 /138/141 /55/69/130/58/130/59/60/61/62/63/64/60/61/62/60/65/66/67/66/68/68/69/56/68/55/68/69/57/57/57 /99/60/144/144/60/65/61/92/77
/142/144/144/71/63/60
/60/72/79/80/77/61/71/92/77/83
/55/104/83/104/130/56/61/144
/68/69/57/57/57/i255/59/i255/99/100/85/85/100/86/84/142/88/i255/101/97/102/90/68 /69/103/68/131/103/69/56/68/55 /68/105/55
/106/107/108/109/110/111/112/113/111/108/114/115/110/116/117/112/114/118/113/119 /113/115/110/120/121/110/122/123/114/124/112/119/113/115/110/125/121/110/122/123/114/124/112/119/113/115/110/117/107/114/126/127/110/122/123/114/124/112/119/113/115/120/121/116/108/119 /113/115/120/121/128 /129/115/119/113/115/125/121/116/108/119/113/115/125/121/128 /129/115 /142/144/144/71/63/60 /84/105/85/105/i255/149/65/92/61/61 /78/65/60/80 /55/104/104/130/56/57/57/68 /56/56/130 /130/56/58 /131/104 /68 /57/131 /94 /i255/i255/i255 /137/137/140 /141/141/134 /134/141/i255 /133 /135/138 /140/137 /55/69/58/56/57 /59/60/61/62/63/64/60/61/62/60/65/66/67/66/68/68/69/56/68/55/78/79/80/65/62/81/60/77/62/61/83 /68/94/57/i255/75/77/71/62/61
/88/60/89/i255/68/94/57/74/90/75
/78/79/62/i255/101/87/73/96
/65/60/79/87/80/63/60/i255/60/72/71/61/62
/59/60/61/62/63/64/60/61/62/60/65
/84/60/63/92/77/73/80/65/145
/66/64/80/65/62/60/65
/84/63/64/92/92/87
/131/57/55/56/i255/84/i255/97/78/i255/67/98/99/100/86/78/i255/101/97/102/90/56 /68/103/69/104/103/69/56/68/130 /69/105/69
/106/107/108/109/110/111/112/113/111/108/114/115/110/116/117/112/114/118/113/119/113/115/110/120/121/110/122/123/114/124/112/119/113/115/110/125/121/110/122/123/114/124/112/119/113/115/110/117/107/114/126/127/110/122/123/114/124/112/119/113/115/120/121/116/108/119 /113/115/120/121/128 /129/115/119/113/115/125/121/116/108/119/113/115/125/121/128 /129/115 /78/79/80/65/62/81/60/77/62/61/67/92/62/80/87
/75/77/71/62/61 /68/94/57/74/58/55/130 /58/130 /56/131/74 /58/56/74 /55/55 /69/68 /55 /i255/i255 /i255 /146/133/147/134 /133/134 /141/135/i255 /146 /133/141/146/147 /147/151 /55/94/68/94/94 /59/60/61/62/63/64/60/61/62/60/65/66/67/66/68/68/69/56/68/130/70 /80/65/71/77/80/i255/98/61/87/80/77/73 /68/130/58/75/i255/78/79/62/83
/94/94/83/55/131/55/61/144
/142/144/144/71/63/60
/130/56/56/56/i255/84/i255/101/60/60/62/64/92/93/60/77/i255/84/62/68 /56/103/69/58/103/69/56/68/130 /68/105/58
/106/107/108/109/110/111/112/113/111/108/114/115/110/116/117/112/114/118/113/119/113/115/110/120/121/110/122/123/114/124/112/119/113/115/110/125/121/110/122/123/114/124/112/119/113/115/110/117/107/114/126/127/110/122/123/114/124/112/119/113/115/120/121/116/108/119 /113/115/120/121/128 /129/115/119/113/115/125/121/116/108/119/113/115/125/121/128 /129/115 /78/79/80/65/62/81/60/77/62/61/67/92/62/80/87
/75/77/71/62/61 /69/94/58/68/69/56/68 /58/130/68 /130/58/104/69 /55/104 /58/68 /56/57/130 /131 /i255/i255 /i255 /140/151/141/140 /133/134/140 /134/133/138/i255 /151 /147/138 /133 /140/141/137 /55/94/94/57/69 /70/60/62/65/92/70 /67 /86/68/56/69/56/68/130/142 /144/144/71/63/60 /69/130/56/94/69/i255/84/85 /142/144/144/71/63/60 /94/58/55/56/i255/84/i255/152/92/87/73/65/60/96/60/i255/78/93/56 /58/103/68/104/103/69/56/68/130 /69/105/55
/106/107/108/109/110/111/112/113/111/108/114/115/110/116/117/112/114/118/113/119 /113/115/110/120/121/110/122/123/114/124/112/119/113/115/110/125/121/110/122/123/114/124/112/119/113/115/110/117/107/114/126/127/110/122/123/114/124/112/119/113/115/120/121/116/108/119 /113/115/120/121/128 /129/115/119/113/115/125/121/116/108/119/113/115/125/121/128 /129/115 /142/144/144/71/63/60 /84/105/85/105/i255/149/65/92/61/61 /78/65/60/80 /69/130/56/94/69/94/68/69 /104/68 /131/57/69 /131/94 /55 /69 /130 /i255/i255/i255 /136/140/151 /138/140 /135/137/i255 /151 /135/136 /147 /55/58/104/131/58 /70/60/62/65/92/70 /67 /86/68/56/69/56/68/131/66/92/144/144/60/60/i255/101/60/80/77 /91/i255/67/60/80/i255/97/60/80/144
/68/69/94/105/130/69/57/95/61/144
/92/144/144/105/83
/58/55/105/69/56/58/95/61/144
/81/80/77/143/144/80/63/62/105/83/91
/69/105/69/95/61/144/i255/63/92/144/144/60/60
/61/64/92/79
/89/103/73/65/71/93/60/i255/62/64/65/143
/58/56/69/55/i255/59/i255/99/100/85/85/100/86/84/142/88/i255/101/97/56 /57/103/69/56/103/69/56/68/131 /69/105/55
/106/107/108/109/110/111/112/113/111/108/114/115/110/116/117/112/114/118/113/119 /113/115/110/120/121/110/122/123/114/124/112/119/113/115/110/125/121/110/122/123/114/124/112/119/113/115/110/117/107/114/126/127/110/122/123/114/124/112/119/113/115/120/121/116/108/119 /113/115/120/121/128 /129/115/119/113/115/125/121/116/108/119/113/115/125/121/128 /129/115 /142/144/144/71/63/60
/84/105/85/105
/149/65/92/61/61
/78/65/60/80
/68/69/94/130/94/57/69/58/69/69 /69/94/69 /68/57/57/68 /104/55/58 /131/130 /130/68 /58/131 /142/62/64/60/65
/84/105/85/105
/149/65/92/61/61
/78/65/60/80
/58/55/69/56/58/i255 /i255 /i255 /i255 /i255 /i255 /i255 /142/62/64/60/65
/84/105/85/105
/149/65/92/61/61
/78/65/60/80
/i255/i255 /i255 /i255 /i255 /i255 /i255 /i255
/i255/i255 /i255 /151/133/151/151 /151/136/151 /140/137/137/i255 /140 /138/147/133/135/134/134

ATTACHMENT 6

PROPOSED STUDY INTERSECTIONS

AND RESIDENTIAL STREET SEGMENTS
INTERSTATE405
BLVD.

PLAYAST.BLVD.

SLAUSON

SAN DIEGO
MESMER

SEGRELL
WY.

CULVER PARK
DR. HANNUM
MARINA

JEFFERSON
FRWY.CENTINELA
AVE.

AVE.

SEPULVEDA
AVE.

FRWY.

AVE.

SEPULVEDA
BLVD.BRISTOL
PKWY.GREENVALLEY
CIRCLE

PROJECT SITE
1 23 4 5 6
7 312
ATTACHMENT 6
X
3/12/2019FN: JEFFERSON HOTEL CULVER\STUDY-INTS

AND RESIDENTIAL STREET LOCATIONSPROPOSED STUDY INTERSECTIONS NORTH

STUDY INTERSECTIONRESIDENTIAL STREET SEGMENT

ATTACHMENT 7

CALTRANS FREEWAY IMPACT ANALYSIS SCREENING

300 Corpora
Transportation Plan
The foll o
analysis
the Traff
October
Impact A
Agreeme
(the “Am
Agreeme
Per Sect
work wit h
Preparat
following




The City
if analy s
Managem
for the P

ate Pointe, Suite
ning / Traffic Engineering
(1
owing State
screening h
ic Impact St
2013 Agree
Analysis Proc
ent betwee n
endment”).
ent and Am
tion 3 of the
h Caltrans a
ion of Traffic
criteria:

The projec
freeway ma
or F (based
The projec
freeway m a
assumed ca
The projec
capacity of
capacity of
The projec
capacity o
f
capacity of
of Culver C
sis of Calt r
ment Progra
roject.
470, Culver City
JE
11469 JEFF
FREEWA
of Califor n
has been pe
tudy Memora
ement Bet w
cedures (the
n LADOT a n
mendment F
Agreement
and prepar e
c Impact Stu
t's peak h o
ainline capac
d on an assu
t's peak h o
ainline cap a
apacity of 2,
t's peak h o
a freeway o
850 vehicles
t's peak h o
f a freeway
850 vehicles
ity has adop
rans freew a
am (CMP), i s

y, CA 90230 T
ATTA

EFFERSON

FERSON B

AY IMPACT
nia Depart m
rformed for
andum of U
ween City o f
e “Agreemen
nd Caltrans
reeway Imp
and the Am
e a Freewa y
udies" ("TIS
our trips wo
city of a fre e
umed capaci
our trips wo
acity of a f re
000 vehicles
our trips wo
off-ramp ope
s per hour p
our trips wo
off-ramp o
s per hour p
pted the abov
ay facilities ,
s necessary
(310) 473-6508

ACHMENT

N HOTEL P

BOULEVAR

T ANALYS
ment of Tra n
the Jefferso
nderstandin
f Los Ange l
nt”) and the
District 7 o n
pact Analys
mendment, th
y Impact A n
Guide"), for
uld result i n
eway segme
ty of 2,000 v
uld result i n
eeway seg m
s per hour p
uld result i n
erating at L O
per lane); or
uld result i n
operating at
per lane).”
vementioned
, beyond t
y. Therefor e
F(310) 444-97
7 PROJECT

RD, CULVE

SIS SCREE
nsportation
on Hotel pro j
g (MOU), pe
les and Ca l
December 2
n Freeway
is Screenin
he “City will
nalysis, utili z
land use pr
n a 1-perc e
ent operating
vehicles per
n a 2-perc e
ment operat i
per lane); or
n a 1-perc e
OS E or F (
n a 2-perc e
LOS D (b a
d screening
hat require
e, the analy s
771 www. c

ER CITY)
NING
(“Caltrans”)
ject (the “Pr
er the criter i
ltrans Distri c
2015 First A
Impact An a
ng Criteria
require Proj
zing Caltran
roposals tha
ent or more
g at level-o f
hour per lan
ent or more
ing at LOS
ent or more
based on a
ent or more
ased on a n
criteria in or
d in the l o
sis screening
March 21
crainandassociat
freeway i m
roject”) as p
ia set forth i
ct 7 on Fre
mendment t
alysis Proce d
ject applican
s' "Guide f o
t meet any o
increase t o
f-service (LO
ne); or
increase t o
D (based o
increase t o
n assumed
increase t o
n assumed
rder to deter
ocal Cong e
g was perf o
1, 2019
tes.com
mpact
art of
in the
eway
to the
dures
nts to
or the
of the
o the
OS) E
o the
on an
o the
ramp
o the
ramp
rmine
estion
ormed

300 Corpora
Transportation Plann
Project T
In order
ramp loc
was first
most up
Manual
nationall
y
Culver C
generatio
volumes.
estimates
Estimatio
process.
traffic p
a
the Proj e
which em
likely b e
percenta
MOU.

The Proje
traffic v o
summari
ramp loc
Freeway
In order
was perf
traffic wo
operation
shown in
traffic vo
at LOS
E
2,000 v e
percenta
Compari
analysis
threshol
d
Therefore
ate Pointe, Suite
ning / Traffic Engineering
Traffic Volu
to estimate
cations most
determined
-to-date ve r
(10th Editi o
y recognized
City and sur r
on rates an d
. A s s h ow
s to account
on of the g e
Project tri p
atterns, cha r
ect site and
mployees an
e attracted.
ges were de
ect trip gene
olume cont r
zes the anti
ations most
y Mainline S
to perform
ormed to se
ould meet the
ns on each s
n Table 1. P
lumes for a
E/F. The v o
ehicles per
ge was app
ng the traf f
at LOS E/ F
ds would n
e, a freeway
470, Culver City
ume Contrib
the Projec t
likely to be
. In order t o
rsion of th e
on, 2017) w
d and are us
rounding reg
d summary f
wn, appropri
t for potentia
eographic d
p distribution
racteristics o
its proximi t
nd patrons o
Based o
etermined an
eration and t
ributions to
cipated Proj
likely to be
Segment Im
the freewa y
ee if the direc
e trigger Pro
segment. Th
Per the Agree
mainline se
olume incre a
hour per l
lied assumin
fic volume
F with the a
ot be trig g
y mainline se
y, CA 90230 T
butions to S
t’s traffic vo l
impacted b
o develop th
e Institute o
was used.
sed as the b
gion. Attac h
for the Proj e
ate trip cr e
al pass-by tri
istribution o
n patterns w
of the surro u
ty to f reewa
of the prop o
on the abo v
nd are summ
trip distributi
State facil i
ject traffic vo
impacted by
pact Analys
y mainline s
ctional main
oject traffic v
his initial free
ement, the t
gment at LO
ases are re l
ane, per t h
ng LOS E/F
contribution
anticipated
gered at a n
egment impa
(310) 473-6508
2 State Faciliti
lume contri b
y Project-re
he traffic cha
of Transpor t
The trip g e
basis for mos
hment 4 of t
ect’s daily, A
edits were a
ip activity.
of Project tr
were develop
unding road
ys and maj o
osed hotel a
vementioned
marized in A
on patterns
ities in the
olume contri
y Project traf
sis Screenin
segment im p
nline segmen
volume contr
eway mainlin
rigger perce
OS D or a 1
lative to an
he Agreem e
freeway ma
ns required
Project vol u
ny of the f o
act analysis
F(310) 444-97
ies
butions to t h
lated traffic,
aracteristics
tation Engi n
eneration r a
st traffic stud
this Traffic S
AM peak-ho
applied to t
ips was th e
ped based o
way syste m
or travel ro u
nd existing
d factors, t
Attachments
were then u
vicinity of
ibutions to t
ffic.
ng
pact analysi s
nts most like
ributions ass
ne segment
entage is a 2
percent or m
assumed m
ent. Ther e
inline opera
to trigger
ume contrib
four (4) dir e
is not requir
771 www. c
he freeway m
the Project
of the Proje
neers (ITE)
ates in the
dies conduc
Study MOU
ur, and PM
the baselin e
e next step
on the Proj e
m, the geog r
utes, and a r
specialty re
the Project
2 and 3 of
used to dete
the Projec t
he freeway
s screening
ely to be imp
suming the m
impact scre
2 percent or
more increa
mainline seg
efore, the 1
tions.
a freeway
utions at e a
ectional se g
red.

March 21
crainandassociat
mainline an d
t’s trip gener
ect, the lates
Trip Gene r
ITE manu a
cted in the C
presents th
peak-hour t
e trip gene r
in the anal
ect uses, ex
raphic locati
reas from a
etail center w
trip distri b
this Traffic S
rmine the Pr
t site. Ta b
mainline an
, an initial c
pacted by Pr
most constra
eening analy
more increa
se for a seg
ment capac
percent t r
segment i m
ach locatio n
gment loca t
1, 2019
tes.com
d off-
ration
st and
ration
al are
City of
e trip
traffic
ration
ytical
xisting
on of
nd to
would
bution
Study
roject
ble 1
d off-
check
roject
ained
ysis is
ase in
gment
city of
rigger
mpact
n, the
tions.

300 Corpora
Transportation Plann
Freeway
In order
performe
meet the
off-ramp.

Agreeme
freeway
E/F. The
lane, pe r

LOS E/F
Compari
analysis
threshold
during t h
determin
Manual t
during t h
performe
traffic c o
intersect
moveme
The pea
Highway
required
The freew
the table
determin
percenta
LOS D o
percenta
the I-40 5
operates
percenta
ate Pointe, Suite
ning / Traffic Engineering
y Off-Ramp
to perfor m
ed to see if
e trigger traff
. This initi
ent, the trig g
off-ramp op
ese volume
r the Agree m
freeway off-
ng the traf f
at LOS E/ F
ds may be t r
he AM and
e existing LO
turning move
he weekda y
ed from 7:0 0
onditions. P
ion based o
nts. The int
k-hour LOS
Capacity M
by Caltrans
way off-ram
e, the existi n
e the LOS
ge is a 2 pe
or a 1 per c
ge for off-r a
5 Freeway n
s at LOS B
ge for this lo
470, Culver City
Impact Ana
m the freew a
the off-ram p
fic volume co
al freeway
ger percent a
erating at L
increases ar
ment. The r
-ramp opera
fic volume
F with the a
riggered for
PM peak h o
OS operatio
ement count
y AM and P
0 AM to 10: 0
Peak-hour v o
on the high e
ersection co
for the fre e
Manual (H C
. The HCM
p impact s c
ng off-ramp
for the st u
rcent or mor
cent or mor e
amps operat
northbound o
during bot h
ocation and
y, CA 90230 T
alysis Scree
ay of f-ramp
p locations
ontributions
off-ramp s c
age is a 2
LOS D or a
re relative to
refore, the 1
ations.
contribution
anticipated
the I-405 F r
ours. Thus
ns during th
ts were cond
PM peak h o
00 AM and 3
olumes wer e
est-volume f
ount data she
eway of f-ram
CM) operati o
worksheets
creening ana
vehicle del a
udy freewa y
re increase i
e increase
ting at LOS
off-ramp to
h the AM a n
no further an
(310) 473-6508
3 ening
p impact a n
most likely
assuming th
creening a n
percent or
1 percent o
o the assum
percent tri g
ns required
Project vol u
reeway nort
, further an a
e AM and P
ducted at the
ours on No v
3:00 PM to
e determin e
four consec u
eets are pro
mp terminu s
onal metho
are included
alysis results
ays at the r a
y of f-ramp l o
in traffic volu
for an off-r a
A through C
Jefferson B
nd PM pea k
nalysis is req
F(310) 444-97
nalysis scre e
to be impa c
he most con
nalysis is s h
more incre
r more incr e
ed capacity
gger perce n
to trigger
ume contrib
thbound off-
alysis of thi s
PM peak hou
e freeway of
vember 28,
6:00 PM a n
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TABLES

PROJECT TRIP GENERATION
Project Trip Generation:

Direction AM PM AM PM
Inbound 48 54 -6 -18
Outbound 34 51 -4 -20

PROJECT TRAFFIC VOLUME CONTRIBUTIONS TO CALTRANS FREEWAY FACILITIES Threshold Exceeds
FREEWAY MAINLINE VOLUME CALCULATIONS Proj. Trip Number Capacity Total Percentage Threshold Mainline Segment Location Direction Direction Percentage AM PM Percentage AM PM AM PM of Lanes per Lane* Capacity AM PM For Screening* at LOS E/F? I-405 Fwy, n/o Jefferson Blvd Southbound Inbound 12% 5.8 6.5 12% -0.7 -2.2 5.1 4.3 4 2000 8000 0.06% 0.05% 1.00% No Northbound Outbound 12% 4.1 6.1 12% -0.5 -2.4 3.6 3.7 4 2000 8000 0.05% 0.05% 1.00% No I-405 Fwy, s/o Jefferson Blvd Northbound Inbound 20% 9.6 10.8 12% -0.7 -2.2 8.9 8.6 4 2000 8000 0.11% 0.11% 1.00% No Southbound Outbound 20% 6.8 10.2 12% -0.5 -2.4 6.3 7.8 4 2000 8000 0.08% 0.10% 1.00% No

FREEWAY OFF-RAMP VOLUME CALCULATIONS
Off-Ramp Location
I-405 Fwy NB Off-Ramp to Jefferson Blvd Northbound Inbound 20% 9.6 10.8 12% -0.7 -2.2 8.9 8.6 1 850 850 1.05% 1.01% 1.00% Yes I-405 Fwy SB Off-Ramp to Jefferson Blvd Southbound Inbound 12% 5.8 6.5 12% -0.7 -2.2 5.1 4.3 1 850 850 0.60% 0.51% 1.00% No * Criteria for freeway mainline segments and off-ramps operating at LOS E or F per Agreement Between City of Los Angeles and Caltrans District 7 On Freeway Impact Analysis Procedures, October 2013 and First Amendment to the Agreement between LADOT and Caltrans District 7 on Freeway Impact Analysis Procedures, December 2015 .

Table 1
Jefferson Hotel Project (11469 Jefferson Boulevard, Culver City) Traffic Volume Contributions to State Freeway Mainline and Off-Ramp Facilities Proposed Existing
Project
Net Trips
Percentage Added
Proposed Trips Existing Trips by Project
Existing Existing Existing Off-Ramp Trigger Project
Peak Traffic Off-Ramp Off-Ramp Terminus Trigger Volume Volume Exceed Freeway Off-Ramp Location Hour Volume1 Delay2 LOS # of Lanes Percentage Contribution3 Contribution Trigger? I-405 Fwy NB Off-Ramp to Jefferson Blvd AM 848 19.1 B 2 NA NA 8.9 No PM 762 14.1 B 2 NA NA 8.6 No
Notes
1 Existing off-ramp traffic volumes determined from manual turning movement counts conducted in November 2018. 2 Off-ramp delay based on aggregate delay for all off-ramp lane groups based on analysis results using the HCM operational methodology for signalized intersections. 3 Based on an assumed capacity of 850 cars per lane per hour, per the Agreement and the Amendment.

Table 2
Jefferson Hotel Project (11469 Jefferson Boulevard, Culver City) Freeway Off-Ramp Impact Analysis Screening

APPENDIX A

FREEWAY OFF-RAMP TERMINUS INTERSECTION

TRAFFIC COUNT DATA SHEETS

File Name : 03_CVC_Jefferson_405N AM
Site Code : 16618886
Start Date : 11/28/2018
Page No : 1
City of Culver City
N/S: Jefferson Boulevard
E/W: I-405 Northbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Dual Wheeled - Buses Jefferson Boulevard
Southbound
I-405 Northbound Off Ramp
Westbound
Jefferson Boulevard
Northbound
I-405 Northbound On Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 165 38 203 33 70 75 178 129 108 0 237 0 0 0 0 618 07:15 AM 0 159 30 189 40 64 68 172 165 125 0 290 0 0 0 0 651 07:30 AM 0 201 29 230 32 52 94 178 121 156 0 277 0 0 0 0 685 07:45 AM 0 208 33 241 50 65 121 236 143 178 0 321 0 0 0 0 798 Total 0 733 130 863 155 251 358 764 558 567 0 1125 0 0 0 0 2752 08:00 AM 0 213 37 250 51 62 101 214 134 200 0 334 0 0 0 0 798 08:15 AM 0 228 34 262 40 74 80 194 151 168 0 319 0 0 0 0 775 08:30 AM 0 233 32 265 54 64 86 204 111 179 0 290 0 0 0 0 759 08:45 AM 0 235 35 270 56 66 88 210 96 165 0 261 0 0 0 0 741 Total 0 909 138 1047 201 266 355 822 492 712 0 1204 0 0 0 0 3073 09:00 AM 0 262 31 293 51 64 72 187 109 166 0 275 0 0 0 0 755 09:15 AM 0 213 24 237 45 70 69 184 72 186 0 258 0 0 0 0 679 09:30 AM 0 201 27 228 49 52 60 161 92 138 0 230 0 0 0 0 619 09:45 AM 0 204 28 232 43 42 43 128 51 185 0 236 0 0 0 0 596 Total 0 880 110 990 188 228 244 660 324 675 0 999 0 0 0 0 2649 Grand Total 0 2522 378 2900 544 745 957 2246 1374 1954 0 3328 0 0 0 0 8474 Apprch % 0 87 13 24.2 33.2 42.6 41.3 58.7 0 0 0 0
Total % 0 29.8 4.5 34.2 6.4 8.8 11.3 26.5 16.2 23.1 0 39.3 0 0 0 0 Passenger Vehicles 0 2434 360 2794 524 730 932 2186 1327 1883 0 3210 0 0 0 0 8190 % Passenger Vehicles 0 96.5 95.2 96.3 96.3 98 97.4 97.3 96.6 96.4 0 96.5 0 0 0 0 96.6 Dual Wheeled 0 55 17 72 20 11 24 55 41 27 0 68 0 0 0 0 195 % Dual Wheeled 0 2.2 4.5 2.5 3.7 1.5 2.5 2.4 3 1.4 0 2 0 0 0 0 2.3 Buses 0 33 1 34 0 4 1 5 6 44 0 50 0 0 0 0 89
% Buses 0 1.3 0.3 1.2 0 0.5 0.1 0.2 0.4 2.3 0 1.5 0 0 0 0 1.1 Jefferson Boulevard
Southbound
I-405 Northbound Off Ramp
Westbound
Jefferson Boulevard
Northbound
I-405 Northbound On Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 208 33 241 50 65 121 236 143 178 0 321 0 0 0 0 798 08:00 AM 0 213 37 250 51 62 101 214 134 200 0 334 0 0 0 0 798 08:15 AM 0 228 34 262 40 74 80 194 151 168 0 319 0 0 0 0 775 08:30 AM 0 233 32 265 54 64 86 204 111 179 0 290 0 0 0 0 759 Total Volume 0 882 136 1018 195 265 388 848 539 725 0 1264 0 0 0 0 3130 % App. Total 0 86.6 13.4 23 31.2 45.8 42.6 57.4 0 0 0 0 PHF .000 .946 .919 .960 .903 .895 .802 .898 .892 .906 .000 .946 .000 .000 .000 .000 .981 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_CVC_Jefferson_405N PM
Site Code : 16618886
Start Date : 11/28/2018
Page No : 1
City of Culver City
N/S: Jefferson Boulevard
E/W: I-405 Northbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Dual Wheeled - Buses Jefferson Boulevard
Southbound
I-405 Northbound Off Ramp
Westbound
Jefferson Boulevard
Northbound
I-405 Northbound On Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:00 PM 0 232 31 263 52 4 61 117 68 217 0 285 0 0 0 0 665 03:15 PM 0 244 33 277 56 2 66 124 90 193 0 283 0 0 0 0 684 03:30 PM 0 255 25 280 72 4 65 141 70 221 0 291 0 0 0 0 712 03:45 PM 0 254 21 275 92 0 81 173 69 233 0 302 0 0 0 0 750 Total 0 985 110 1095 272 10 273 555 297 864 0 1161 0 0 0 0 2811 04:00 PM 0 292 30 322 75 1 67 143 76 205 0 281 0 0 0 0 746 04:15 PM 0 289 36 325 93 1 78 172 79 199 0 278 0 0 0 0 775 04:30 PM 0 263 22 285 96 1 81 178 71 193 0 264 0 0 0 0 727 04:45 PM 0 238 21 259 111 0 103 214 87 209 0 296 0 0 0 0 769 Total 0 1082 109 1191 375 3 329 707 313 806 0 1119 0 0 0 0 3017 05:00 PM 0 292 23 315 95 1 102 198 70 215 0 285 0 0 0 0 798 05:15 PM 0 232 25 257 74 3 90 167 82 199 0 281 0 0 0 0 705 05:30 PM 0 261 20 281 98 1 112 211 75 211 0 286 0 0 0 0 778 05:45 PM 0 253 26 279 99 2 110 211 69 176 0 245 0 0 0 0 735 Total 0 1038 94 1132 366 7 414 787 296 801 0 1097 0 0 0 0 3016 Grand Total 0 3105 313 3418 1013 20 1016 2049 906 2471 0 3377 0 0 0 0 8844 Apprch % 0 90.8 9.2 49.4 1 49.6 26.8 73.2 0 0 0 0
Total % 0 35.1 3.5 38.6 11.5 0.2 11.5 23.2 10.2 27.9 0 38.2 0 0 0 0 Passenger Vehicles 0 3028 305 3333 1000 20 1009 2029 885 2403 0 3288 0 0 0 0 8650 % Passenger Vehicles 0 97.5 97.4 97.5 98.7 100 99.3 99 97.7 97.2 0 97.4 0 0 0 0 97.8 Dual Wheeled 0 48 7 55 12 0 6 18 18 26 0 44 0 0 0 0 117 % Dual Wheeled 0 1.5 2.2 1.6 1.2 0 0.6 0.9 2 1.1 0 1.3 0 0 0 0 1.3 Buses 0 29 1 30 1 0 1 2 3 42 0 45 0 0 0 0 77
% Buses 0 0.9 0.3 0.9 0.1 0 0.1 0.1 0.3 1.7 0 1.3 0 0 0 0 0.9 Jefferson Boulevard
Southbound
I-405 Northbound Off Ramp
Westbound
Jefferson Boulevard
Northbound
I-405 Northbound On Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 0 289 36 325 93 1 78 172 79 199 0 278 0 0 0 0 775 04:30 PM 0 263 22 285 96 1 81 178 71 193 0 264 0 0 0 0 727 04:45 PM 0 238 21 259 111 0 103 214 87 209 0 296 0 0 0 0 769 05:00 PM 0 292 23 315 95 1 102 198 70 215 0 285 0 0 0 0 798 Total Volume 0 1082 102 1184 395 3 364 762 307 816 0 1123 0 0 0 0 3069 % App. Total 0 91.4 8.6 51.8 0.4 47.8 27.3 72.7 0 0 0 0 PHF .000 .926 .708 .911 .890 .750 .883 .890 .882 .949 .000 .948 .000 .000 .000 .000 .961 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

APPENDIX B

FREEWAY OFF-RAMP TERMINUS INTERSECTION

HCM OPERATIONAL METHODOLOGY WORKSHEET

ATTACHMENT 8

NET PROJECT TRAFFIC VOLUMES

AM PEAK HOUR
132
8866
86 INTERSTATE405MESMER
AVE.JEFFERSON
BLVD.PLAYAST.

SEPULVEDA
BLVD.

SAN DIEGO
FRWY.

ALLEY
SLAUSONAVE.4433FRWY.MARINA
1311
1621-2511217
412913
5658
BERRYMANAVE.

PROJECTSITE
2323248PROJECT SITE VICINITY32

NET PROJECT TRAFFIC VOLUMESVOLUMES AT THIS INTERSECTIONINCLUDE PASS-BY TRIPS FOREXISTING USES PROJECT TRAFFIC VOLUMES SHOWN IN SITEVICINITY ARE FOR THE PROPOSED USE ONLY (I.E., NOT NET TRAFFIC VOLUMES)NOTE:

NOTE:

CENTINELA
AVE.5118
ATTACHMENT 83/12/2019FN: JEFFERSON HOTEL CULVER\AMNETVOLS NORTH

AM PEAK HOURNET PROJECT TRAFFIC VOLUMES

ATTACHMENT 9

NET PROJECT TRAFFIC VOLUMES

PM PEAK HOUR
122
7766
76 INTERSTATE405MESMER
AVE.JEFFERSON
BLVD.PLAYAST.

SEPULVEDA
BLVD.

SAN DIEGO
FRWY.

ALLEY
SLAUSONAVE.3434FRWY.MARINA
21 1217-1-1051124
414911
6847
BERRYMANAVE.

PROJECTSITE
3484854PROJECT SITE VICINITY48

NET PROJECT TRAFFIC VOLUMESVOLUMES AT THIS INTERSECTIONINCLUDE PASS-BY TRIPS FOREXISTING USES PROJECT TRAFFIC VOLUMES SHOWN IN SITEVICINITY ARE FOR THE PROPOSED USE ONLY (I.E., NOT NET TRAFFIC VOLUMES)NOTE:

NOTE:

CENTINELA
AVE.6117
ATTACHMENT 93/12/2019FN: JEFFERSON HOTEL CULVER CITY\GRAPHICS\PMNETVOLS NORTH

PM PEAK HOURNET PROJECT TRAFFIC VOLUMES

ATTACHMENT 10

ADDITIONAL TRAFFIC STUDY ITEMS PER CITY OF CULVER CITY

DRAFT TRAFFIC STUDY MOU COMMENT EMAIL

Per the request of City of Culver City staf f, the following will also be included in the Jefferson Hotel Project Traffic Study:

1. Crain & Associates will prepare a conceptual striping plan for Slauson Avenue, adjacent to the project site, di splaying at a minimum the dimensions of the turn-out lane for the entranc e driveway, travel lanes on Slauson Avenue, and site-adjacent sidewalks on Slauson Avenue and Jefferson Boulevard. We will ensure that site -adjacent sidewalk maintains a minimum width of 10 feet with the turn-out lane.

2. We will conduct a queui ng analysis for eastbound Je fferson Boulevard left- turns at Slauson Avenue in order to deter mine if there are spillover impacts to eastbound Jefferson Boulevard through movements under With Project conditions.

3. We will conduct a queuing analysis of inbound project traffic in order to determine if there would be spillover impacts to westbound Slauson Avenue through movements under With Project conditions.

4. We will determine how many future metered parking spaces would be lost on Slauson Avenue due to the project’s plann ed access configur ation. We will research parking meter revenue for this area of the City in order to determine the potential loss in meter revenue.

5. The Mitigation Measures section of the Traffic Study wi ll include voluntary measures to address neighborhood traffic intrusion impacts.

6. The Traffic Study will include a sect ion on bicycle travel, including the City’s Bicycle and Pedestrian Master Plan and planned bicycle facilities in the vicinity of the project.

7. The Mitigation Measures section of the Traffic Study will include transportation demand management (TDM) measures promoting alternative travel mode usage in order to reduce the project’s vehicular traffic .

APPENDIX E
PROJECT DEMAND PARKING ANALYSIS

Transportation Planning / Traffic Engineering

300 Corporate Pointe
Suite 470
Culver City, CA  90230
310 473 6508 (main)
310 444 9771 (fax)

www.crainandassociates.com

EMAIL TRANSMITTED

April 3, 2020

Michael Allen
Current Planning Manager
City of Culver City, Planning Division
9770 Culver Boulevard
Culver City, CA  90232

RE:  The Jeff Hotel, 11469 Jefferson Boulevard
Parking Demand Analysis

Dear Mr. Allen,
Crain & Associates has been retained to perform a parking demand analysis for The Jeff Hotel project (the “Project”), proposed for development at 11469 Jefferson Boulevard and consisting of a new five‐story, 175‐room boutique hotel geared toward the business traveler with ground‐ floor commercial space and a two‐level, subterranean parking garage.  The Project will provide a  series  of  amenities  including  a  restaurant,  meeting  rooms,  lounge,  fitness  room,  pool,  and rooftop bar.  This parking demand analysis evaluates the peak parking demands anticipated for the Project per the scope of work agreed to by City staff on September 19, 2019 and amended on  February  21,  2020.   The  purpose  of  this  analysis  is  to  determine  the  adequacy  of  the Project’s parking supply.

As shown in Attachment A, Conceptual Project Site Plan, dual entry lanes will be provided from westbound Slauson Avenue.   The drive aisle closer to the hotel will serve as a passenger drop‐ off and pick‐up area.   The second drive aisle will allow entering vehicles to access the parking ramp down to the P‐1 and P‐2 parking levels.   The Project site will accommodate 138 parking spaces on the two subterranean parking levels.   The parking spaces will be provided through a combination  of  tandem,  standard,  and  ADA  spaces.   The  Project  site  will  include  valet‐assist parking in order to maintain safe and efficient use of the tandem spaces.

Letter to Mr. Michael Allen
April 3, 2020

There  will  be  two  Project  driveway  exits  onto  the  adjacent  alley  to  access  the  surrounding roadway system.  Exiting vehicles will be allowed to travel northbound or southbound along the alley  toward  Berryman  Avenue  or  Slauson  Avenue,  respectively.   One  exit  driveway  will  be provided directly off of the dual drive aisles (which merge on approach to the alley), while the second exit will provide egress for vehicles exiting the subterranean parking garage.

The  first  step  in  evaluating  the  Project’s  parking  demands  was  to  prepare  a  shared  parking analysis,  based  on  the  separate  land‐use  components  comprising  the  proposed  Project.   This shared  parking  analysis  has  been  prepared  in  accordance  with  the  Alternative  Parking Provisions of the City of Culver City Municipal Code (“CCMC”), which include a shared parking option for developments with multiple non‐residential land uses.   The shared parking analysis evaluates the future peak parking demands of the overall Project, based on combined demands of the distinct hotel components generating parking demands per City requirements.

Per the CCMC, the Project land‐use components for which adequate parking must be provided are the hotel’s 175 rooms, 3,400 square‐foot restaurant (including 500 square feet of outdoor dining area), 7,000 square‐foot lounge, 5,100 square‐foot rooftop bar, and 4,800 square feet of meeting room space.   All of the abovementioned floor areas are gross floor areas, as required by  the  CCMC.   The  CCMC  requires  a  parking  supply  for  each  of  these  distinct  Project components.  However, all of these land uses will be located within the same facility, operating as  a  cohesive  development  and  sharing  the  same  parking  supply  and  valet‐assist  services.

Therefore, the shared parking analysis integrates all parking demand‐generating components of the  Project  to  determine  how  the  temporal  parking  variations  of  the  land‐use  components complement one another.  The Project components and sizes are summarized in Table 1.

Table 1
The Jeff Hotel Project
Proposed Land Use Description
175 rm
3,400 sf
7,000 sf
5,100 sf
4,800 sf
Notes
1 Land use components with parking requirements.
2 rm = Rooms; sf = Square Feet of Gross Floor Area.

Hotel
Hotel Rooftop Bar
Size2Description/Land Use1
Hotel Meeting Rooms
Hotel Restaurant
Hotel Lounge

Letter to Mr. Michael Allen
April 3, 2020

Shared Parking Analysis Methodology
The  shared  parking  analysis  follows  the  general  format  and  methodologies  scoped  with  City staff.  The shared parking demands of the Project have been evaluated utilizing multiple parking demand sources in order to provide a more robust analysis framework.

The  first  step  in  developing  the  shared  parking  profiles  for  the  proposed  Project  was  to estimate  the  peak  parking  demand  for  each  hotel  land‐use  component  as  a  series  of  stand‐ alone  uses.   This  step  was  accomplished  through  the  use  of  appropriate  off‐street  parking requirement  ratios  contained  in  the  CCMC  and  recommended  base  parking  ratios  from  the Urban  Land  Institute  (ULI)  Shared  Parking  (2nd  Edition,  2005)  manual.   The  CCMC  and  ULI parking ratios utilized as the bases for this analysis are listed in Tables 2 and 3, respectively.

Table 2
City of Culver City Municipal Code Parking Ratios
Land Use Ratio
Hotel (Guest Rooms) 1  space per rm
plus 1  space per 20 rm
Hotel Restaurant Uses (including Lounge and Bar) 1  space per 100 sf Hotel Meeting /Conference Space 1  space per 100 sf
Notes
rm = Room; sf = Square Feet of Gross Floor Area.

Table 3
Urban Land Institute (ULI) Recommended Base Parking Ratios1 Visitor Employee Visitor Employee Unit
Hotel‐Business 2 1.000 0.250 0.900 0.180 per rm
Hotel Conf. Center/Banquet  (20 to 50 sf/rm) 30.000 ‐‐ 30.000 ‐‐ per ksf Hotel Restaurant/Lounge 10.000 ‐‐ 10.000 ‐‐ per ksf
Notes
1 Urban  La nd Institute  (ULI) Shared Parking  (2nd Edi ti on, 2005). 2 The two hotel‐type options  for room‐based  parking  demands  in the ULI Shared Parking  manual  are le isure (resort)  and business.   Per it s am e nit ie s, the Project  woul d be classified  a business  hotel. rm = Guest rooms; ksf = Thous and square  feet of gross  floor  area.

Land Use
Weekday Weekend
Letter to Mr. Michael Allen
April 3, 2020

As shown in Table 4, the maximum parking demand for each Project land‐use component was then  calculated  using  the  appropriate  CCMC  parking  ratios.   Based  on  the  stand‐alone requirements  of  the  individual  land  uses  (and  conservatively  assuming  that  all  Project  users would access/egress the site via passenger vehicles), the Project would require a total of 387 parking spaces.

As shown in Table 5, the maximum parking demand for each land‐use component of the Project was  also  calculated  using  the  appropriate  ULI  parking  ratios.   Based  on  the  stand‐alone requirements  of  the  individual  land  uses,  the  Project  would  require  a  total  of  518  parking spaces on weekdays and 488 parking spaces on weekends.

These stand‐alone requirements do not account for the anticipated travel mode split of Project users.   The  Project  site  is  currently  served  by  Culver  CityBus  and  Los  Angeles  County Metropolitan  Transportation  Authority  (“Metro”)  bus  lines,  with  most  rendezvousing  at  the Culver City Transit Center located less than 1,000 feet east of the Project site.  Bus lines within a reasonable walking distance (approximately one‐quarter mile) of the Project site include Culver CityBus Lines 2, 3, 4, 6, and Rapid 6, and Metro Lines 108/358, 110, and 217.   It is, therefore, reasonable to assume that a percentage of Project travel will be made via public transportation.

However,  as  a  conservative  measure,  no  adjustments  have  been  made  to  account  for  the expected transit usage by Project employees, guests, and visitors.

Therefore,  the  unadjusted  stand‐alone  maximum  parking  demands  for  the  individual  Project uses  were  used  to  develop  shared  parking  profiles  based  on  the  methodology  and  demand variation  pattern  data  provided  in  the  ULI  Shared  Parking  manual.   The  procedures  in  the manual  account  for  parking  demand  fluctuations  based  on  month  of  the  year,  time‐of‐day, weekday  versus  weekend,  and  customer/visitor  versus  employee.   The  detailed  calculation worksheets are included in Attachment B.

Shared Parking Analysis Results
Summaries  of  the  results  following  the  ULI  Shared  Parking  analysis  for  the  Project’s  hotel component land uses, based on CCMC and ULI parking rates, are contained in Tables 6 and 7, respectively.  As shown, the maximum shared demand for the Project would be approximately 299  parking  spaces  per  the  CCMC  rates  and  401  spaces  per  the  ULI  rates.   The  CCMC  peak demands would occur around midday on a typical weekday in the month of July, while the ULI peak demands are forecast at 9:00 PM on a typical weekday in the month of July.

Letter to Mr. Michael Allen
April 3, 2020

Table 4
The Jeff Hotel Project
Shared Parking Analysis Maximum Parking Demand Levels
Based on City of Culver City Municipal Code Stand‐Alone Parking Requirements Stand‐
Alone
Spaces
Hotel
Guest rooms 175 rm 1 / 1 rm 175
plus 175 rm 1 / 20 rm 9
Hotel Restaurant/Lounge/Bar 15,500 sf 1 / 100 sf 155
Hotel Meeting/Conference Space 4,800 sf 1 / 100 sf 48
PROJECT TOTAL: 387
rm = Room; sf = Square Feet of Gross Floor Area.

Parking
Notes
Description/Land Use Size Ratio

Table 5
The Jeff Hotel Project
Shared Parking Analysis Maximum Parking Demand Levels
Based on ULI Shared Parking Recommended Parking Ratios
Stand‐ Stand‐
Alone Alone
Spaces Spaces
Hotel guest rooms 175 rm 1.250 / 1 rm 219 1.080 / 1 rm 189 Hotel meeting/ballroom 4,800 sf 30.000 / 1 ksf 144 30.000 / 1 ksf 144 Hotel restaurant/lounge/bar 15,500 sf 10.000 / 1 ksf 155 10.000 / 1 ksf 155 PROJECT TOTAL: 518 488
rm = Guest rooms; ksf = Thousand square feet of gross floor area.

Parking
Ratio
Weekday Weekend
Parking
Notes
Description/Land Use Size Ratio

Attachments C and D show the hourly demand profiles by Project hotel component for the peak weekday and weekend, respectively, per the CCMC ratios.  The ULI‐based profiles are depicted in Attachments E and F.

Letter to Mr. Michael Allen
April 3, 2020

Table 6
The Jeff Hotel Project
Shared Parking Analysis Results Summary
(Using City of Culver City Municipal Code Parking Ratios) Month Weekday Weekend Overall
January 258 241 258
February 270 252 270
March 289 271 289
April 284 265 284
May 291 273 291
June 296 277 296
July 299 281 299
August 295 277 295
September 284 266 284
October 292 274 292
November 277 260 277
December 277 261 277
Late Dec. 256 240 256
Maximum 299 281 299
Maximum Shared Parking Demand

Table 7
The Jeff Hotel Project
Shared Parking Analysis Results Summary
(Using ULI Shared Parking Recommended Parking Ratios)
Month Weekday Weekend Overall
January 346 345 346
February 369 365 369
March 386 382 386
April 383 379 383
May 390 385 390
June 400 394 400
July 401 396 401
August 393 388 393
September 386 381 386
October 392 387 392
November 370 367 370
December 357 356 357
Late Dec. 333 328 333
Maximum 401 396 401
Maximum Shared Parking Demand

Letter to Mr. Michael Allen
April 3, 2020

Based on both the CCMC‐ and ULI‐based analyses, the Project’s peak parking demands would require between 1.5 and 2.5 parking spaces per guest room.  In speaking with potential Project hotel  and  valet  operators,  this  range  of  parking  space  utilization  is  not  supported  by  their recent  hotel  parking  experience.   With  the  rise  in  hotel  customer  travel  via  transportation network companies (e.g., Uber and Lyft), the operators have seen effects on parking utilization.

A  review  of  hotel  parking  occupancy  data  collected  recently  for  the  nearby  DoubleTree  by Hilton Hotel (at 6161 Centinela Avenue) indicated peak parking demands markedly below one occupied  parking  space  per  guest  room.   In  order  to  better  understand  the  current  parking tendencies  of  hotels  in  the  Project  vicinity  and  per  the  scope  recommended  by  City  staff, parking  utilization  studies  were  performed  at  two  additional  proximate  hotels.   Data  for  the three local hotels were then used to develop empirical peak parking demand ratios applicable to the Project.

Hotel Empirical Parking Utilization Study Methodology & Results As  described  above,  three  hotels  in  the  general  vicinity  of  the  Project  were  selected  for inclusion in the empirical parking utilization study.   The hotels share characteristics with each other  and  the  Project.   The  DoubleTree  by  Hilton  Hotel  (the  “DoubleTree”),  the  Courtyard  by Marriott Hotel (the “Courtyard”) at 6333 Bristol Parkway, and the Four Points by Sheraton (the “Four Points”) at 5990 Green Valley Circle would all be characterized as business hotels versus resort hotels in the City of Culver City.   They all are located in the same general vicinity, with convenient  freeway  access.   All  locations  have  restaurant  space  and  meeting  room  space,  as outlined  in  Table  8,  and  provide  pools  and  fitness  rooms  as  amenities.   As  such,  they  were considered appropriate for inclusion in the Project’s empirical parking demand analysis.

Table 8
Empirical Parking Utilization Study
Surveyed Hotel Land Use Descriptions
375 rm 260 rm 196 rm
15,969 sf 10,437 sf 2,942 sf
2,000 sf
Notes
rm = Guest rooms; sf = Square feet of gross floor area. 1   Exact floor area not available, as the ground‐floor restaurant and lobby space are intermingled.

Courtyard
Components
Four Points
Components
Not Available1 Not Available1
DoubleTree
ComponentsDescription/Land Use
Hotel Ancillary Restaurant
Hotel Meeting/Ballroom
Hotel

Letter to Mr. Michael Allen
April 3, 2020

Per  a  previous  City‐approved  parking  demand  analysis,  empirical  parking  utilization  studies were  performed  at  the  DoubleTree’s  three  parking  areas  on  an  hourly  basis,  during  the following time periods:
 7:00 AM to 7:00 PM, from Tuesday, June 5, 2018, through Monday, June 18, 2018; and  6:00 AM to 12:00 AM, from Monday, July 16, 2018, through Monday, July 30, 2018.

In addition, as determined in coordination with City staff, empirical parking utilization studies were  conducted  at  the  Courtyard  and  Four  Points  locations,  with  occupancy  levels  of  their parking fields recorded on an hourly basis, during the following time period:
 12:00  AM  on  Monday,  September  16,  2019,  to  11:00  PM  on  Sunday,  September  22, 2019.

Per  the  ULI  Shared  Parking  manual,  June  represents  peak‐month  parking  demand  conditions, July represents nearest‐to‐peak month (98 percent) conditions, and September represents 93 percent‐of‐peak  conditions  for  hotels  such  as  the  Project.   The  Project’s  conference center/meeting  space  experiences  evenly  distributed  parking  demands  throughout  the  year and therefore all months represent peak conditions.   Further, while hotel restaurants/lounges exhibit peak parking demands in the month of December, they also experience an average of 95‐percent‐of‐peak conditions during the three survey months.  Per ULI guidance, the observed July  and  September  parking  demands  were  factored  upward  to  represent  peak  month conditions (via factors of 1.00/0.98 and 1.00/0.93, respectively) as part of this analysis.

The  weekday  parking  demand  data  for  the  surveyed  hotels  were  converted  to  peak‐month conditions based on the abovementioned parameters and are summarized in Attachment G.  As shown  in  Attachment  G,  the  maximum  weekday  parking  demands  for  the  DoubleTree, Courtyard,  and  Four  Points  locations  were  shown  to  be  296,  139,  and  92  occupied  parking spaces, respectively.   The maximum weekend parking demands for these three locations were 281, 129, and 78 occupied parking spaces, respectively.

The  peak‐month  hotel  parking  demands  were  then  utilized  with  the  appropriate  number  of hotel guest rooms to develop empirical parking demand ratios by hour for the surveyed hotels.

These  parking  demand  ratios  are  summarized  in  Attachment  H  for  the  three  surveyed  local hotels.   As  shown  in  Attachment  H,  the  peak  parking  demand  ratios  for  all  three  surveyed hotels were higher on weekdays than on weekends.  The DoubleTree’s parking demand ratios ‐‐ based  on  number  of  guest  rooms ‐ ‐  were  shown  to  be  generally  greater  on  weekdays  and weekends  than  the  parking  demand  ratios  determined  for  the  Courtyard  and  Four  Points Letter to Mr. Michael Allen
April 3, 2020

locations.  The overall DoubleTree peak hourly parking demand ratio occurred at 12:00 PM on a weekday and was shown to be approximately 0.789 parking spaces per guest room.   Thus, the DoubleTree  parking  demand  ratios  were  conservatively  used  to  develop  the  future  parking demands of the Project.

Based  on  the  conservative  DoubleTree  parking  demand  ratios,  the  Project’s  peak‐month weekday  and  weekend  parking  demands  were  calculated  and  the  results  are  summarized  in Attachment  I.   As  shown  in  Attachment  I,  the  maximum  parking  demand  of  the  Project  was determined to be approximately 138 occupied parking spaces, which would be experienced at 12:00 PM on a weekday.

Peak Hotel Parking Demands per the ITE Parking Generation Manual Per City request, the anticipated peak parking demands of hotels were also assessed based on the guidance and data provided in the recently updated Institute of Transportation Engineers (ITE)  Parking  Generation  Manual  (5th  Edition,  2019).   The  ITE  manual  provides  average weekday  peak  period  parking  rates  for  both  standard  Hotels  (Land  Use  Code  [LUC]  310)  and Business Hotels (LUC 312) located in a General Urban/Suburban setting, based on fairly robust datasets (11 to 22 study sites, with number of rooms as the independent variable).  The average Saturday peak period parking rates for these land uses are based on small sample sizes (1 to 3 study  sites),  so  the  manual  cautions  against  the  use  of  those  data.   However,  given  that  the empirical parking study showed higher parking demands on weekdays versus weekends for all three local survey sites, it would appear that the weekday parking demands are more critical for hotels such as the Project.

The ITE Parking Generation Manual defines a standard hotel (LUC 310) as “a place of lodging that  provides  sleeping  accommodations  and  supporting  facilities  such  as  a  full‐service restaurant,  cocktail  lounge,  meeting  rooms,  banquet  room,  and  convention  facilities.   It typically provides a swimming pool or another recreational facility such as a fitness room.”  Per the manual, a standard hotel has an average weekday peak period parking demand rate of 0.74 occupied spaces per room.   A business hotel (LUC 310) is defined as “a place of lodging aimed toward  the  business  traveler  but  also  accommodates  a  growing  number  of  recreational travelers.  These hotels provide sleeping accommodations and other limited facilities, such as a breakfast buffet bar and afternoon beverage bar.  Some provide a full‐service restaurant geared toward hotel guests.   Some provide a swimming pool; most provide fitness facilities.   Limited space  for  meeting  facilities  is  provided.”   The  average  weekday  peak  period  parking  demand rate for business hotels is 0.72 occupied spaces per room.

Letter to Mr. Michael Allen
April 3, 2020

Both of these ITE peak parking demand rates are in line with the rate of 0.789 occupied spaces per  room  determined  from  the  empirical  parking  utilization  study  for  the  Project,  which  is similar  in  design  to  both  LUC  310  and  312  hotel  types.   In  addition,  ITE  provides  advice  that “[t]he wide array of data in the manual blends many site conditions and may not best reflect a particular local condition.   Therefore, a survey of a site in a comparable local condition should always  be  considered  as  one  potential  means  to  estimate  parking  demand.”   These  factors further  reinforce  that  the  empirically  derived  rate  is  appropriate  for  the  Project  parking analysis.

Project Parking Supply & Parking Demand Analysis Conclusions As outlined in the preceding analysis, it was determined that the overall Project peak parking demands  can  be  accommodated  within  the  proposed  overall  Project  parking  supply.   The empirical parking utilization studies for the Project revealed an estimated overall peak parking demand  of  138  parking  spaces,  which  matches  the  Project’s  proposed  parking  supply  of  138 spaces.   These  results  are  considered  conservative  given  that  the  surveyed  hotel  locations, while  similar  to  each  other  and  the  Project,  averaged  over  35  square  feet  of  meeting  room space per guest room while the Project will average less than 28 square feet of meeting room space  per  guest  room.   The  DoubleTree,  the  peak  parking  demands  of  which  were  used  to develop  the  Project’s  maximum  parking  demand,  maintains  over  42  square  feet  of  meeting room space per guest room.   The Project’s parking supply would, therefore, accommodate the maximum parking demands of the Project on weekdays and weekends, and no off‐site Project parking impacts are expected.

Please contact me if you have any questions.

Sincerely,

Ryan J. Kelly, T.E.

Senior Transportation Engineer
TR 2547
RK
C22403R3

ATTACHMENT A

CONCEPTUAL PROJECT SITE PLAN

ATTACHMENT A
X
3/30/2020
FN: JEFFERSON HOTEL CULVER\SITE PLAN_20191014

ASSOCIATES
CRAIN
&
www.crainandassociates.com
PH (310) 473 6508 F (310) 444 9771
300 Corporate Pointe, Suite 470
Culver City, California 90230
Transportation Planning
Traffic Engineering
NORTH

CONCEPTUAL PROJECT SITE PLAN

THE JEFF HOTEL

ATTACHMENT B

SHARED PARKING CALCULATION WORKSHEETS

PROJECT SHARED PARKING CALCULATION WORKSHEETS
(USING CITY OF CULVER CITY MUNICIPAL CODE PARKING RATIOS)

The Jeff Hotel Project
Weekday Parking Demand
TIME

OF DAY GUEST EMPLOYEE CUSTOMER CUSTOMER
JANUARY WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 100 2 0 0 102
7:00 AM 95 11 0 13 119
8:00 AM 84 33 14 40 171
9:00 AM 74 33 29 13 149
10:00 AM 63 37 29 13 142
11:00 AM 63 37 29 7 136
Noon 58 37 31 132 258 *
1:00 PM 58 37 31 132 258 *
2:00 PM 63 37 31 44 175
3:00 PM 63 37 31 13 144
4:00 PM 68 33 31 13 145
5:00 PM 74 26 48 40 188
6:00 PM 79 15 48 73 215
7:00 PM 79 7 48 79 213
8:00 PM 84 7 48 92 231
9:00 PM 89 7 48 88 232
10:00 PM 100 7 24 79 210
11:00 PM 105 4 0 53 162
Midnight 105 2 0 40 147
Maximum 105 37 48 132 258
FEBRUARY WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 119 2 0 0 121
7:00 AM 113 11 0 13 137
8:00 AM 100 33 14 40 187
9:00 AM 88 33 29 13 163
10:00 AM 75 37 29 13 154
11:00 AM 75 37 29 7 148
Noon 69 37 31 133 270 *
1:00 PM 69 37 31 133 270 *
2:00 PM 75 37 31 44 187
3:00 PM 75 37 31 13 156
4:00 PM 81 33 31 13 158
5:00 PM 88 26 48 40 202
6:00 PM 94 15 48 73 230
7:00 PM 94 7 48 80 229
8:00 PM 100 7 48 93 248
9:00 PM 106 7 48 89 250
10:00 PM 119 7 24 80 230
11:00 PM 125 4 0 53 182
Midnight 125 2 0 40 167
Maximum 125 37 48 133 270
MARCH WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 127 2 0 0 129
7:00 AM 121 11 0 15 147
8:00 AM 107 33 14 44 198
9:00 AM 94 33 29 15 171
10:00 AM 80 37 29 15 161
11:00 AM 80 37 29 7 153
Noon 74 37 31 147 289 *
1:00 PM 74 37 31 147 289 *
2:00 PM 80 37 31 49 197
3:00 PM 80 37 31 15 163
4:00 PM 87 33 31 15 166
5:00 PM 94 26 48 44 212
6:00 PM 101 15 48 81 245
7:00 PM 101 7 48 88 244
8:00 PM 107 7 48 103 265
9:00 PM 114 7 48 98 267
10:00 PM 127 7 24 88 246
11:00 PM 134 4 0 59 197
Midnight 134 2 0 44 180
Maximum 134 37 48 147 289
APRIL WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 125 2 0 0 127
7:00 AM 119 11 0 14 144
8:00 AM 106 33 14 43 196
9:00 AM 92 33 29 14 168
10:00 AM 79 37 29 14 159
11:00 AM 79 37 29 7 152
Noon 73 37 31 143 284 *
1:00 PM 73 37 31 143 284 *
2:00 PM 79 37 31 47 194
3:00 PM 79 37 31 14 161
4:00 PM 86 33 31 14 164
5:00 PM 92 26 48 43 209
6:00 PM 99 15 48 79 241
7:00 PM 99 7 48 86 240
8:00 PM 106 7 48 100 261
9:00 PM 112 7 48 96 263
10:00 PM 125 7 24 86 242
11:00 PM 132 4 0 57 193
Midnight 132 2 0 43 177
Maximum 132 37 48 143 284
HOTEL
HOTEL

TOTAL PARKING
DEMAND

RESTAURANTMEETING ROOM
The Jeff Hotel Project
Weekday Parking Demand
TIME

OF DAY GUEST EMPLOYEE CUSTOMER CUSTOMER
HOTEL
HOTEL

TOTAL PARKING
DEMAND

RESTAURANTMEETING ROOM
MAY WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 128 2 0 0 130
7:00 AM 122 11 0 15 148
8:00 AM 108 33 14 45 200
9:00 AM 95 33 29 15 172
10:00 AM 81 37 29 15 162
11:00 AM 81 37 29 7 154
Noon 74 37 31 149 291 *
1:00 PM 74 37 31 149 291 *
2:00 PM 81 37 31 49 198
3:00 PM 81 37 31 15 164
4:00 PM 88 33 31 15 167
5:00 PM 95 26 48 45 214
6:00 PM 101 15 48 82 246
7:00 PM 101 7 48 89 245
8:00 PM 108 7 48 104 267
9:00 PM 115 7 48 100 270
10:00 PM 128 7 24 89 248
11:00 PM 135 4 0 60 199
Midnight 135 2 0 45 182
Maximum 135 37 48 149 291
JUNE WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 140 2 0 0 142
7:00 AM 132 11 0 15 158
8:00 AM 118 33 14 44 209
9:00 AM 103 33 29 15 180
10:00 AM 88 37 29 15 169
11:00 AM 88 37 29 7 161
Noon 81 37 31 147 296 *
1:00 PM 81 37 31 147 296 *
2:00 PM 88 37 31 49 205
3:00 PM 88 37 31 15 171
4:00 PM 96 33 31 15 175
5:00 PM 103 26 48 44 221
6:00 PM 110 15 48 81 254
7:00 PM 110 7 48 88 253
8:00 PM 118 7 48 103 276
9:00 PM 125 7 48 98 278
10:00 PM 140 7 24 88 259
11:00 PM 147 4 0 59 210
Midnight 147 2 0 44 193
Maximum 147 37 48 147 296
JULY WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 137 2 0 0 139
7:00 AM 130 11 0 15 156
8:00 AM 115 33 14 46 208
9:00 AM 101 33 29 15 178
10:00 AM 86 37 29 15 167
11:00 AM 86 37 29 8 160
Noon 79 37 31 152 299 *
1:00 PM 79 37 31 152 299 *
2:00 PM 86 37 31 50 204
3:00 PM 86 37 31 15 169
4:00 PM 94 33 31 15 173
5:00 PM 101 26 48 46 221
6:00 PM 108 15 48 84 255
7:00 PM 108 7 48 91 254
8:00 PM 115 7 48 106 276
9:00 PM 122 7 48 102 279
10:00 PM 137 7 24 91 259
11:00 PM 144 4 0 61 209
Midnight 144 2 0 46 192
Maximum 144 37 48 152 299
AUGUST WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 128 2 0 0 130
7:00 AM 122 11 0 15 148
8:00 AM 108 33 14 46 201
9:00 AM 95 33 29 15 172
10:00 AM 81 37 29 15 162
11:00 AM 81 37 29 8 155
Noon 74 37 31 153 295 *
1:00 PM 74 37 31 153 295 *
2:00 PM 81 37 31 50 199
3:00 PM 81 37 31 15 164
4:00 PM 88 33 31 15 167
5:00 PM 95 26 48 46 215
6:00 PM 101 15 48 84 248
7:00 PM 101 7 48 92 248
8:00 PM 108 7 48 107 270
9:00 PM 115 7 48 103 273
10:00 PM 128 7 24 92 251
11:00 PM 135 4 0 61 200
Midnight 135 2 0 46 183
Maximum 135 37 48 153 295
The Jeff Hotel Project
Weekday Parking Demand
TIME

OF DAY GUEST EMPLOYEE CUSTOMER CUSTOMER
HOTEL
HOTEL

TOTAL PARKING
DEMAND

RESTAURANTMEETING ROOM
SEPTEMBER WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 130 2 0 0 132
7:00 AM 123 11 0 14 148
8:00 AM 110 33 14 42 199
9:00 AM 96 33 29 14 172
10:00 AM 82 37 29 14 162
11:00 AM 82 37 29 7 155
Noon 75 37 31 141 284 *
1:00 PM 75 37 31 141 284 *
2:00 PM 82 37 31 47 197
3:00 PM 82 37 31 14 164
4:00 PM 89 33 31 14 167
5:00 PM 96 26 48 42 212
6:00 PM 103 15 48 78 244
7:00 PM 103 7 48 85 243
8:00 PM 110 7 48 99 264
9:00 PM 116 7 48 94 265
10:00 PM 130 7 24 85 246
11:00 PM 137 4 0 56 197
Midnight 137 2 0 42 181
Maximum 137 37 48 141 284
OCTOBER WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 130 2 0 0 132
7:00 AM 123 11 0 15 149
8:00 AM 110 33 14 45 202
9:00 AM 96 33 29 15 173
10:00 AM 82 37 29 15 163
11:00 AM 82 37 29 7 155
Noon 75 37 31 149 292 *
1:00 PM 75 37 31 149 292 *
2:00 PM 82 37 31 49 199
3:00 PM 82 37 31 15 165
4:00 PM 89 33 31 15 168
5:00 PM 96 26 48 45 215
6:00 PM 103 15 48 82 248
7:00 PM 103 7 48 89 247
8:00 PM 110 7 48 104 269
9:00 PM 116 7 48 100 271
10:00 PM 130 7 24 89 250
11:00 PM 137 4 0 60 201
Midnight 137 2 0 45 184
Maximum 137 37 48 149 292
NOVEMBER WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 113 2 0 0 115
7:00 AM 107 11 0 14 132
8:00 AM 95 33 14 43 185
9:00 AM 83 33 29 14 159
10:00 AM 71 37 29 14 151
11:00 AM 71 37 29 7 144
Noon 65 37 31 144 277 *
1:00 PM 65 37 31 144 277 *
2:00 PM 71 37 31 48 187
3:00 PM 71 37 31 14 153
4:00 PM 77 33 31 14 155
5:00 PM 83 26 48 43 200
6:00 PM 89 15 48 79 231
7:00 PM 89 7 48 86 230
8:00 PM 95 7 48 101 251
9:00 PM 101 7 48 96 252
10:00 PM 113 7 24 86 230
11:00 PM 119 4 0 58 181
Midnight 119 2 0 43 164
Maximum 119 37 48 144 277
DECEMBER WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 94 2 0 0 96
7:00 AM 89 11 0 16 116
8:00 AM 79 33 14 47 173
9:00 AM 69 33 29 16 147
10:00 AM 59 37 29 16 141
11:00 AM 59 37 29 8 133
Noon 54 37 31 155 277 *
1:00 PM 54 37 31 155 277 *
2:00 PM 59 37 31 51 178
3:00 PM 59 37 31 16 143
4:00 PM 64 33 31 16 144
5:00 PM 69 26 48 47 190
6:00 PM 74 15 48 85 222
7:00 PM 74 7 48 93 222
8:00 PM 79 7 48 109 243
9:00 PM 84 7 48 104 243
10:00 PM 94 7 24 93 218
11:00 PM 99 4 0 62 165
Midnight 99 2 0 47 148
Maximum 99 37 48 155 277
The Jeff Hotel Project
Weekday Parking Demand
TIME

OF DAY GUEST EMPLOYEE CUSTOMER CUSTOMER
HOTEL
HOTEL

TOTAL PARKING
DEMAND

RESTAURANTMEETING ROOM
LATE DECEMBER WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS 6:00 AM 70 2 0 0 72
7:00 AM 67 11 0 15 93
8:00 AM 59 33 14 44 150
9:00 AM 52 33 29 15 129
10:00 AM 44 37 29 15 125
11:00 AM 44 37 29 7 117
Noon 41 37 31 147 256 *
1:00 PM 41 37 31 147 256 *
2:00 PM 44 37 31 49 161
3:00 PM 44 37 31 15 127
4:00 PM 48 33 31 15 127
5:00 PM 52 26 48 44 170
6:00 PM 56 15 48 81 200
7:00 PM 56 7 48 88 199
8:00 PM 59 7 48 103 217
9:00 PM 63 7 48 98 216
10:00 PM 70 7 24 88 189
11:00 PM 74 4 0 59 137
Midnight 74 2 0 44 120
Maximum 74 37 48 147 256
The Jeff Hotel Project
Weekend Parking Demand
TIME

OF DAY GUEST EMPLOYEE CUSTOMER CUSTOMER
JANUARY WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 89 1 0 0 90
7:00 AM 85 8 0 13 106
8:00 AM 75 23 14 40 152
9:00 AM 66 23 29 13 131
10:00 AM 56 26 29 13 124
11:00 AM 56 26 29 7 118
Noon 52 26 31 132 241 *
1:00 PM 52 26 31 132 241 *
2:00 PM 56 26 31 44 157
3:00 PM 56 26 31 13 126
4:00 PM 61 23 31 13 128
5:00 PM 66 20 48 40 174
6:00 PM 71 16 48 73 208
7:00 PM 71 14 48 79 212
8:00 PM 75 14 48 92 229
9:00 PM 80 14 48 88 230
10:00 PM 89 12 24 79 204
11:00 PM 94 12 0 53 159
Midnight 94 8 0 40 142
Maximum 94 26 48 132 241
FEBRUARY WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 107 1 0 0 108
7:00 AM 102 8 0 13 123
8:00 AM 90 23 14 40 167
9:00 AM 79 23 29 13 144
10:00 AM 68 26 29 13 136
11:00 AM 68 26 29 7 130
Noon 62 26 31 133 252 *
1:00 PM 62 26 31 133 252 *
2:00 PM 68 26 31 44 169
3:00 PM 68 26 31 13 138
4:00 PM 73 23 31 13 140
5:00 PM 79 20 48 40 187
6:00 PM 85 16 48 73 222
7:00 PM 85 14 48 80 227
8:00 PM 90 14 48 93 245
9:00 PM 96 14 48 89 247
10:00 PM 107 12 24 80 223
11:00 PM 113 12 0 53 178
Midnight 113 8 0 40 161
Maximum 113 26 48 133 252
MARCH WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 115 1 0 0 116
7:00 AM 109 8 0 15 132
8:00 AM 97 23 14 44 178
9:00 AM 85 23 29 15 152
10:00 AM 73 26 29 15 143
11:00 AM 73 26 29 7 135
Noon 67 26 31 147 271 *
1:00 PM 67 26 31 147 271 *
2:00 PM 73 26 31 49 179
3:00 PM 73 26 31 15 145
4:00 PM 79 23 31 15 148
5:00 PM 85 20 48 44 197
6:00 PM 91 16 48 81 236
7:00 PM 91 14 48 88 241
8:00 PM 97 14 48 103 262
9:00 PM 103 14 48 98 263
10:00 PM 115 12 24 88 239
11:00 PM 121 12 0 59 192
Midnight 121 8 0 44 173
Maximum 121 26 48 147 271
APRIL WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 113 1 0 0 114
7:00 AM 107 8 0 14 129
8:00 AM 95 23 14 43 175
9:00 AM 83 23 29 14 149
10:00 AM 71 26 29 14 140
11:00 AM 71 26 29 7 133
Noon 65 26 31 143 265 *
1:00 PM 65 26 31 143 265 *
2:00 PM 71 26 31 47 175
3:00 PM 71 26 31 14 142
4:00 PM 77 23 31 14 145
5:00 PM 83 20 48 43 194
6:00 PM 89 16 48 79 232
7:00 PM 89 14 48 86 237
8:00 PM 95 14 48 100 257
9:00 PM 101 14 48 96 259
10:00 PM 113 12 24 86 235
11:00 PM 119 12 0 57 188
Midnight 119 8 0 43 170
Maximum 119 26 48 143 265
HOTEL
HOTEL

RESTAURANTMEETING ROOM TOTAL PARKING
DEMAND
The Jeff Hotel Project
Weekend Parking Demand
TIME

OF DAY GUEST EMPLOYEE CUSTOMER CUSTOMER
HOTEL
HOTEL

RESTAURANTMEETING ROOM TOTAL PARKING
DEMAND
MAY WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 116 1 0 0 117
7:00 AM 110 8 0 15 133
8:00 AM 98 23 14 45 180
9:00 AM 85 23 29 15 152
10:00 AM 73 26 29 15 143
11:00 AM 73 26 29 7 135
Noon 67 26 31 149 273 *
1:00 PM 67 26 31 149 273 *
2:00 PM 73 26 31 49 179
3:00 PM 73 26 31 15 145
4:00 PM 79 23 31 15 148
5:00 PM 85 20 48 45 198
6:00 PM 92 16 48 82 238
7:00 PM 92 14 48 89 243
8:00 PM 98 14 48 104 264
9:00 PM 104 14 48 100 266
10:00 PM 116 12 24 89 241
11:00 PM 122 12 0 60 194
Midnight 122 8 0 45 175
Maximum 122 26 48 149 273
JUNE WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 125 1 0 0 126
7:00 AM 119 8 0 15 142
8:00 AM 106 23 14 44 187
9:00 AM 92 23 29 15 159
10:00 AM 79 26 29 15 149
11:00 AM 79 26 29 7 141
Noon 73 26 31 147 277 *
1:00 PM 73 26 31 147 277 *
2:00 PM 79 26 31 49 185
3:00 PM 79 26 31 15 151
4:00 PM 86 23 31 15 155
5:00 PM 92 20 48 44 204
6:00 PM 99 16 48 81 244
7:00 PM 99 14 48 88 249
8:00 PM 106 14 48 103 271
9:00 PM 112 14 48 98 272
10:00 PM 125 12 24 88 249
11:00 PM 132 12 0 59 203
Midnight 132 8 0 44 184
Maximum 132 26 48 147 277
JULY WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 124 1 0 0 125
7:00 AM 117 8 0 15 140
8:00 AM 104 23 14 46 187
9:00 AM 91 23 29 15 158
10:00 AM 78 26 29 15 148
11:00 AM 78 26 29 8 141
Noon 72 26 31 152 281 *
1:00 PM 72 26 31 152 281 *
2:00 PM 78 26 31 50 185
3:00 PM 78 26 31 15 150
4:00 PM 85 23 31 15 154
5:00 PM 91 20 48 46 205
6:00 PM 98 16 48 84 246
7:00 PM 98 14 48 91 251
8:00 PM 104 14 48 106 272
9:00 PM 111 14 48 102 275
10:00 PM 124 12 24 91 251
11:00 PM 130 12 0 61 203
Midnight 130 8 0 46 184
Maximum 130 26 48 152 281
AUGUST WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 116 1 0 0 117
7:00 AM 110 8 0 15 133
8:00 AM 98 23 14 46 181
9:00 AM 85 23 29 15 152
10:00 AM 73 26 29 15 143
11:00 AM 73 26 29 8 136
Noon 67 26 31 153 277 *
1:00 PM 67 26 31 153 277 *
2:00 PM 73 26 31 50 180
3:00 PM 73 26 31 15 145
4:00 PM 79 23 31 15 148
5:00 PM 85 20 48 46 199
6:00 PM 92 16 48 84 240
7:00 PM 92 14 48 92 246
8:00 PM 98 14 48 107 267
9:00 PM 104 14 48 103 269
10:00 PM 116 12 24 92 244
11:00 PM 122 12 0 61 195
Midnight 122 8 0 46 176
Maximum 122 26 48 153 277
The Jeff Hotel Project
Weekend Parking Demand
TIME

OF DAY GUEST EMPLOYEE CUSTOMER CUSTOMER
HOTEL
HOTEL

RESTAURANTMEETING ROOM TOTAL PARKING
DEMAND
SEPTEMBER WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 117 1 0 0 118
7:00 AM 111 8 0 14 133
8:00 AM 98 23 14 42 177
9:00 AM 86 23 29 14 152
10:00 AM 74 26 29 14 143
11:00 AM 74 26 29 7 136
Noon 68 26 31 141 266 *
1:00 PM 68 26 31 141 266 *
2:00 PM 74 26 31 47 178
3:00 PM 74 26 31 14 145
4:00 PM 80 23 31 14 148
5:00 PM 86 20 48 42 196
6:00 PM 92 16 48 78 234
7:00 PM 92 14 48 85 239
8:00 PM 98 14 48 99 259
9:00 PM 105 14 48 94 261
10:00 PM 117 12 24 85 238
11:00 PM 123 12 0 56 191
Midnight 123 8 0 42 173
Maximum 123 26 48 141 266
OCTOBER WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 117 1 0 0 118
7:00 AM 111 8 0 15 134
8:00 AM 98 23 14 45 180
9:00 AM 86 23 29 15 153
10:00 AM 74 26 29 15 144
11:00 AM 74 26 29 7 136
Noon 68 26 31 149 274 *
1:00 PM 68 26 31 149 274 *
2:00 PM 74 26 31 49 180
3:00 PM 74 26 31 15 146
4:00 PM 80 23 31 15 149
5:00 PM 86 20 48 45 199
6:00 PM 92 16 48 82 238
7:00 PM 92 14 48 89 243
8:00 PM 98 14 48 104 264
9:00 PM 105 14 48 100 267
10:00 PM 117 12 24 89 242
11:00 PM 123 12 0 60 195
Midnight 123 8 0 45 176
Maximum 123 26 48 149 274
NOVEMBER WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 102 1 0 0 103
7:00 AM 96 8 0 14 118
8:00 AM 86 23 14 43 166
9:00 AM 75 23 29 14 141
10:00 AM 64 26 29 14 133
11:00 AM 64 26 29 7 126
Noon 59 26 31 144 260 *
1:00 PM 59 26 31 144 260 *
2:00 PM 64 26 31 48 169
3:00 PM 64 26 31 14 135
4:00 PM 70 23 31 14 138
5:00 PM 75 20 48 43 186
6:00 PM 80 16 48 79 223
7:00 PM 80 14 48 86 228
8:00 PM 86 14 48 101 249
9:00 PM 91 14 48 96 249
10:00 PM 102 12 24 86 224
11:00 PM 107 12 0 58 177
Midnight 107 8 0 43 158
Maximum 107 26 48 144 260
DECEMBER WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 85 1 0 0 86
7:00 AM 80 8 0 16 104
8:00 AM 71 23 14 47 155
9:00 AM 62 23 29 16 130
10:00 AM 53 26 29 16 124
11:00 AM 53 26 29 8 116
Noon 49 26 31 155 261 *
1:00 PM 49 26 31 155 261 *
2:00 PM 53 26 31 51 161
3:00 PM 53 26 31 16 126
4:00 PM 58 23 31 16 128
5:00 PM 62 20 48 47 177
6:00 PM 67 16 48 85 216
7:00 PM 67 14 48 93 222
8:00 PM 71 14 48 109 242
9:00 PM 76 14 48 104 242
10:00 PM 85 12 24 93 214
11:00 PM 89 12 0 62 163
Midnight 89 8 0 47 144
Maximum 89 26 48 155 261
The Jeff Hotel Project
Weekend Parking Demand
TIME

OF DAY GUEST EMPLOYEE CUSTOMER CUSTOMER
HOTEL
HOTEL

RESTAURANTMEETING ROOM TOTAL PARKING
DEMAND
LATE DECEMBER WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS 6:00 AM 63 1 0 0 64
7:00 AM 59 8 0 15 82
8:00 AM 53 23 14 44 134
9:00 AM 46 23 29 15 113
10:00 AM 40 26 29 15 110
11:00 AM 40 26 29 7 102
Noon 36 26 31 147 240 *
1:00 PM 36 26 31 147 240 *
2:00 PM 40 26 31 49 146
3:00 PM 40 26 31 15 112
4:00 PM 43 23 31 15 112
5:00 PM 46 20 48 44 158
6:00 PM 50 16 48 81 195
7:00 PM 50 14 48 88 200
8:00 PM 53 14 48 103 218
9:00 PM 56 14 48 98 216
10:00 PM 63 12 24 88 187
11:00 PM 66 12 0 59 137
Midnight 66 8 0 44 118
Maximum 66 26 48 147 240

PROJECT SHARED PARKING CALCULATION WORKSHEETS
(USING ULI SHARED PARKING RECOMMENDED PARKING RATIOS)

The Jeff Hotel Project
Weekday Parking Demand
TIME

OF DAY GUEST EMPLOYEE CUSTOMER CUSTOMER
JANUARY WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 118 2 0 0 120
7:00 AM 112 13 0 13 138
8:00 AM 99 40 43 40 222
9:00 AM 87 40 86 13 226
10:00 AM 74 44 86 13 217
11:00 AM 74 44 86 7 211
Noon 68 44 94 132 338
1:00 PM 68 44 94 132 338
2:00 PM 74 44 94 44 256
3:00 PM 74 44 94 13 225
4:00 PM 81 40 94 13 228
5:00 PM 87 31 144 40 302
6:00 PM 93 18 144 73 328
7:00 PM 93 9 144 79 325
8:00 PM 99 9 144 92 344
9:00 PM 105 9 144 88 346 *
10:00 PM 118 9 72 79 278
11:00 PM 124 4 0 53 181
Midnight 124 2 0 40 166
Maximum 124 44 144 132 346
FEBRUARY WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 142 2 0 0 144
7:00 AM 134 13 0 13 160
8:00 AM 119 40 43 40 242
9:00 AM 104 40 86 13 243
10:00 AM 89 44 86 13 232
11:00 AM 89 44 86 7 226
Noon 82 44 94 133 353
1:00 PM 82 44 94 133 353
2:00 PM 89 44 94 44 271
3:00 PM 89 44 94 13 240
4:00 PM 97 40 94 13 244
5:00 PM 104 31 144 40 319
6:00 PM 112 18 144 73 347
7:00 PM 112 9 144 80 345
8:00 PM 119 9 144 93 365
9:00 PM 127 9 144 89 369 *
10:00 PM 142 9 72 80 303
11:00 PM 149 4 0 53 206
Midnight 149 2 0 40 191
Maximum 149 44 144 133 369
MARCH WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 151 2 0 0 153
7:00 AM 143 13 0 15 171
8:00 AM 127 40 43 44 254
9:00 AM 111 40 86 15 252
10:00 AM 95 44 86 15 240
11:00 AM 95 44 86 7 232
Noon 87 44 94 147 372
1:00 PM 87 44 94 147 372
2:00 PM 95 44 94 49 282
3:00 PM 95 44 94 15 248
4:00 PM 103 40 94 15 252
5:00 PM 111 31 144 44 330
6:00 PM 119 18 144 81 362
7:00 PM 119 9 144 88 360
8:00 PM 127 9 144 103 383
9:00 PM 135 9 144 98 386 *
10:00 PM 151 9 72 88 320
11:00 PM 159 4 0 59 222
Midnight 159 2 0 44 205
Maximum 159 44 144 147 386
APRIL WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 150 2 0 0 152
7:00 AM 142 13 0 14 169
8:00 AM 126 40 43 43 252
9:00 AM 111 40 86 14 251
10:00 AM 95 44 86 14 239
11:00 AM 95 44 86 7 232
Noon 87 44 94 143 368
1:00 PM 87 44 94 143 368
2:00 PM 95 44 94 47 280
3:00 PM 95 44 94 14 247
4:00 PM 103 40 94 14 251
5:00 PM 111 31 144 43 329
6:00 PM 119 18 144 79 360
7:00 PM 119 9 144 86 358
8:00 PM 126 9 144 100 379
9:00 PM 134 9 144 96 383 *
10:00 PM 150 9 72 86 317
11:00 PM 158 4 0 57 219
Midnight 158 2 0 43 203
Maximum 158 44 144 143 383
HOTEL
HOTEL

TOTAL PARKING
DEMAND

RESTAURANTMEETING ROOM
The Jeff Hotel Project
Weekday Parking Demand
TIME

OF DAY GUEST EMPLOYEE CUSTOMER CUSTOMER
HOTEL
HOTEL

TOTAL PARKING
DEMAND

RESTAURANTMEETING ROOM
MAY WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 153 2 0 0 155
7:00 AM 145 13 0 15 173
8:00 AM 129 40 43 45 257
9:00 AM 113 40 86 15 254
10:00 AM 97 44 86 15 242
11:00 AM 97 44 86 7 234
Noon 89 44 94 149 376
1:00 PM 89 44 94 149 376
2:00 PM 97 44 94 49 284
3:00 PM 97 44 94 15 250
4:00 PM 105 40 94 15 254
5:00 PM 113 31 144 45 333
6:00 PM 121 18 144 82 365
7:00 PM 121 9 144 89 363
8:00 PM 129 9 144 104 386
9:00 PM 137 9 144 100 390 *
10:00 PM 153 9 72 89 323
11:00 PM 161 4 0 60 225
Midnight 161 2 0 45 208
Maximum 161 44 144 149 390
JUNE WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 166 2 0 0 168
7:00 AM 158 13 0 15 186
8:00 AM 140 40 43 44 267
9:00 AM 123 40 86 15 264
10:00 AM 105 44 86 15 250
11:00 AM 105 44 86 7 242
Noon 96 44 94 147 381
1:00 PM 96 44 94 147 381
2:00 PM 105 44 94 49 292
3:00 PM 105 44 94 15 258
4:00 PM 114 40 94 15 263
5:00 PM 123 31 144 44 342
6:00 PM 131 18 144 81 374
7:00 PM 131 9 144 88 372
8:00 PM 140 9 144 103 396
9:00 PM 149 9 144 98 400 *
10:00 PM 166 9 72 88 335
11:00 PM 175 4 0 59 238
Midnight 175 2 0 44 221
Maximum 175 44 144 147 400
JULY WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 163 2 0 0 165
7:00 AM 155 13 0 15 183
8:00 AM 138 40 43 46 267
9:00 AM 120 40 86 15 261
10:00 AM 103 44 86 15 248
11:00 AM 103 44 86 8 241
Noon 95 44 94 152 385
1:00 PM 95 44 94 152 385
2:00 PM 103 44 94 50 291
3:00 PM 103 44 94 15 256
4:00 PM 112 40 94 15 261
5:00 PM 120 31 144 46 341
6:00 PM 129 18 144 84 375
7:00 PM 129 9 144 91 373
8:00 PM 138 9 144 106 397
9:00 PM 146 9 144 102 401 *
10:00 PM 163 9 72 91 335
11:00 PM 172 4 0 61 237
Midnight 172 2 0 46 220
Maximum 172 44 144 152 401
AUGUST WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 153 2 0 0 155
7:00 AM 145 13 0 15 173
8:00 AM 129 40 43 46 258
9:00 AM 113 40 86 15 254
10:00 AM 97 44 86 15 242
11:00 AM 97 44 86 8 235
Noon 89 44 94 153 380
1:00 PM 89 44 94 153 380
2:00 PM 97 44 94 50 285
3:00 PM 97 44 94 15 250
4:00 PM 105 40 94 15 254
5:00 PM 113 31 144 46 334
6:00 PM 121 18 144 84 367
7:00 PM 121 9 144 92 366
8:00 PM 129 9 144 107 389
9:00 PM 137 9 144 103 393 *
10:00 PM 153 9 72 92 326
11:00 PM 161 4 0 61 226
Midnight 161 2 0 46 209
Maximum 161 44 144 153 393
The Jeff Hotel Project
Weekday Parking Demand
TIME

OF DAY GUEST EMPLOYEE CUSTOMER CUSTOMER
HOTEL
HOTEL

TOTAL PARKING
DEMAND

RESTAURANTMEETING ROOM
SEPTEMBER WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 155 2 0 0 157
7:00 AM 147 13 0 14 174
8:00 AM 130 40 43 42 255
9:00 AM 114 40 86 14 254
10:00 AM 98 44 86 14 242
11:00 AM 98 44 86 7 235
Noon 90 44 94 141 369
1:00 PM 90 44 94 141 369
2:00 PM 98 44 94 47 283
3:00 PM 98 44 94 14 250
4:00 PM 106 40 94 14 254
5:00 PM 114 31 144 42 331
6:00 PM 122 18 144 78 362
7:00 PM 122 9 144 85 360
8:00 PM 130 9 144 99 382
9:00 PM 139 9 144 94 386 *
10:00 PM 155 9 72 85 321
11:00 PM 163 4 0 56 223
Midnight 163 2 0 42 207
Maximum 163 44 144 141 386
OCTOBER WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 155 2 0 0 157
7:00 AM 147 13 0 15 175
8:00 AM 130 40 43 45 258
9:00 AM 114 40 86 15 255
10:00 AM 98 44 86 15 243
11:00 AM 98 44 86 7 235
Noon 90 44 94 149 377
1:00 PM 90 44 94 149 377
2:00 PM 98 44 94 49 285
3:00 PM 98 44 94 15 251
4:00 PM 106 40 94 15 255
5:00 PM 114 31 144 45 334
6:00 PM 122 18 144 82 366
7:00 PM 122 9 144 89 364
8:00 PM 130 9 144 104 387
9:00 PM 139 9 144 100 392 *
10:00 PM 155 9 72 89 325
11:00 PM 163 4 0 60 227
Midnight 163 2 0 45 210
Maximum 163 44 144 149 392
NOVEMBER WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 135 2 0 0 137
7:00 AM 128 13 0 14 155
8:00 AM 114 40 43 43 240
9:00 AM 99 40 86 14 239
10:00 AM 85 44 86 14 229
11:00 AM 85 44 86 7 222
Noon 78 44 94 144 360
1:00 PM 78 44 94 144 360
2:00 PM 85 44 94 48 271
3:00 PM 85 44 94 14 237
4:00 PM 92 40 94 14 240
5:00 PM 99 31 144 43 317
6:00 PM 107 18 144 79 348
7:00 PM 107 9 144 86 346
8:00 PM 114 9 144 101 368
9:00 PM 121 9 144 96 370 *
10:00 PM 135 9 72 86 302
11:00 PM 142 4 0 58 204
Midnight 142 2 0 43 187
Maximum 142 44 144 144 370
DECEMBER WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 111 2 0 0 113
7:00 AM 105 13 0 16 134
8:00 AM 94 40 43 47 224
9:00 AM 82 40 86 16 224
10:00 AM 70 44 86 16 216
11:00 AM 70 44 86 8 208
Noon 64 44 94 155 357 *
1:00 PM 64 44 94 155 357 *
2:00 PM 70 44 94 51 259
3:00 PM 70 44 94 16 224
4:00 PM 76 40 94 16 226
5:00 PM 82 31 144 47 304
6:00 PM 88 18 144 85 335
7:00 PM 88 9 144 93 334
8:00 PM 94 9 144 109 356
9:00 PM 99 9 144 104 356
10:00 PM 111 9 72 93 285
11:00 PM 117 4 0 62 183
Midnight 117 2 0 47 166
Maximum 117 44 144 155 357
The Jeff Hotel Project
Weekday Parking Demand
TIME

OF DAY GUEST EMPLOYEE CUSTOMER CUSTOMER
HOTEL
HOTEL

TOTAL PARKING
DEMAND

RESTAURANTMEETING ROOM
LATE DECEMBER WEEKDAY "TOTAL SITE" PARKING ACCUMULATIONS 6:00 AM 84 2 0 0 86
7:00 AM 79 13 0 15 107
8:00 AM 70 40 43 44 197
9:00 AM 62 40 86 15 203
10:00 AM 53 44 86 15 198
11:00 AM 53 44 86 7 190
Noon 48 44 94 147 333 *
1:00 PM 48 44 94 147 333 *
2:00 PM 53 44 94 49 240
3:00 PM 53 44 94 15 206
4:00 PM 57 40 94 15 206
5:00 PM 62 31 144 44 281
6:00 PM 66 18 144 81 309
7:00 PM 66 9 144 88 307
8:00 PM 70 9 144 103 326
9:00 PM 75 9 144 98 326
10:00 PM 84 9 72 88 253
11:00 PM 88 4 0 59 151
Midnight 88 2 0 44 134
Maximum 88 44 144 147 333
The Jeff Hotel Project
Weekend Parking Demand
TIME

OF DAY GUEST EMPLOYEE CUSTOMER CUSTOMER
JANUARY WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 106 2 0 0 108
7:00 AM 101 10 0 13 124
8:00 AM 90 29 43 40 202
9:00 AM 78 29 86 13 206
10:00 AM 67 32 86 13 198
11:00 AM 67 32 86 7 192
Noon 62 32 94 132 320
1:00 PM 62 32 94 132 320
2:00 PM 67 32 94 44 237
3:00 PM 67 32 94 13 206
4:00 PM 73 29 94 13 209
5:00 PM 78 24 144 40 286
6:00 PM 84 19 144 73 320
7:00 PM 84 18 144 79 325
8:00 PM 90 18 144 92 344
9:00 PM 95 18 144 88 345 *
10:00 PM 106 14 72 79 271
11:00 PM 112 14 0 53 179
Midnight 112 10 0 40 162
Maximum 112 32 144 132 345
FEBRUARY WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 127 2 0 0 129
7:00 AM 121 10 0 13 144
8:00 AM 107 29 43 40 219
9:00 AM 94 29 86 13 222
10:00 AM 80 32 86 13 211
11:00 AM 80 32 86 7 205
Noon 74 32 94 133 333
1:00 PM 74 32 94 133 333
2:00 PM 80 32 94 44 250
3:00 PM 80 32 94 13 219
4:00 PM 87 29 94 13 223
5:00 PM 94 24 144 40 302
6:00 PM 101 19 144 73 337
7:00 PM 101 18 144 80 343
8:00 PM 107 18 144 93 362
9:00 PM 114 18 144 89 365 *
10:00 PM 127 14 72 80 293
11:00 PM 134 14 0 53 201
Midnight 134 10 0 40 184
Maximum 134 32 144 133 365
MARCH WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 136 2 0 0 138
7:00 AM 129 10 0 15 154
8:00 AM 114 29 43 44 230
9:00 AM 100 29 86 15 230
10:00 AM 86 32 86 15 219
11:00 AM 86 32 86 7 211
Noon 79 32 94 147 352
1:00 PM 79 32 94 147 352
2:00 PM 86 32 94 49 261
3:00 PM 86 32 94 15 227
4:00 PM 93 29 94 15 231
5:00 PM 100 24 144 44 312
6:00 PM 107 19 144 81 351
7:00 PM 107 18 144 88 357
8:00 PM 114 18 144 103 379
9:00 PM 122 18 144 98 382 *
10:00 PM 136 14 72 88 310
11:00 PM 143 14 0 59 216
Midnight 143 10 0 44 197
Maximum 143 32 144 147 382
APRIL WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 135 2 0 0 137
7:00 AM 128 10 0 14 152
8:00 AM 114 29 43 43 229
9:00 AM 99 29 86 14 228
10:00 AM 85 32 86 14 217
11:00 AM 85 32 86 7 210
Noon 78 32 94 143 347
1:00 PM 78 32 94 143 347
2:00 PM 85 32 94 47 258
3:00 PM 85 32 94 14 225
4:00 PM 92 29 94 14 229
5:00 PM 99 24 144 43 310
6:00 PM 107 19 144 79 349
7:00 PM 107 18 144 86 355
8:00 PM 114 18 144 100 376
9:00 PM 121 18 144 96 379 *
10:00 PM 135 14 72 86 307
11:00 PM 142 14 0 57 213
Midnight 142 10 0 43 195
Maximum 142 32 144 143 379
HOTEL
HOTEL

RESTAURANTMEETING ROOM TOTAL PARKING
DEMAND
The Jeff Hotel Project
Weekend Parking Demand
TIME

OF DAY GUEST EMPLOYEE CUSTOMER CUSTOMER
HOTEL
HOTEL

RESTAURANTMEETING ROOM TOTAL PARKING
DEMAND
MAY WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 138 2 0 0 140
7:00 AM 131 10 0 15 156
8:00 AM 116 29 43 45 233
9:00 AM 102 29 86 15 232
10:00 AM 87 32 86 15 220
11:00 AM 87 32 86 7 212
Noon 80 32 94 149 355
1:00 PM 80 32 94 149 355
2:00 PM 87 32 94 49 262
3:00 PM 87 32 94 15 228
4:00 PM 94 29 94 15 232
5:00 PM 102 24 144 45 315
6:00 PM 109 19 144 82 354
7:00 PM 109 18 144 89 360
8:00 PM 116 18 144 104 382
9:00 PM 123 18 144 100 385 *
10:00 PM 138 14 72 89 313
11:00 PM 145 14 0 60 219
Midnight 145 10 0 45 200
Maximum 145 32 144 149 385
JUNE WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 150 2 0 0 152
7:00 AM 142 10 0 15 167
8:00 AM 126 29 43 44 242
9:00 AM 111 29 86 15 241
10:00 AM 95 32 86 15 228
11:00 AM 95 32 86 7 220
Noon 87 32 94 147 360
1:00 PM 87 32 94 147 360
2:00 PM 95 32 94 49 270
3:00 PM 95 32 94 15 236
4:00 PM 103 29 94 15 241
5:00 PM 111 24 144 44 323
6:00 PM 119 19 144 81 363
7:00 PM 119 18 144 88 369
8:00 PM 126 18 144 103 391
9:00 PM 134 18 144 98 394 *
10:00 PM 150 14 72 88 324
11:00 PM 158 14 0 59 231
Midnight 158 10 0 44 212
Maximum 158 32 144 147 394
JULY WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 147 2 0 0 149
7:00 AM 140 10 0 15 165
8:00 AM 124 29 43 46 242
9:00 AM 109 29 86 15 239
10:00 AM 93 32 86 15 226
11:00 AM 93 32 86 8 219
Noon 85 32 94 152 363
1:00 PM 85 32 94 152 363
2:00 PM 93 32 94 50 269
3:00 PM 93 32 94 15 234
4:00 PM 101 29 94 15 239
5:00 PM 109 24 144 46 323
6:00 PM 116 19 144 84 363
7:00 PM 116 18 144 91 369
8:00 PM 124 18 144 106 392
9:00 PM 132 18 144 102 396 *
10:00 PM 147 14 72 91 324
11:00 PM 155 14 0 61 230
Midnight 155 10 0 46 211
Maximum 155 32 144 152 396
AUGUST WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 138 2 0 0 140
7:00 AM 131 10 0 15 156
8:00 AM 116 29 43 46 234
9:00 AM 102 29 86 15 232
10:00 AM 87 32 86 15 220
11:00 AM 87 32 86 8 213
Noon 80 32 94 153 359
1:00 PM 80 32 94 153 359
2:00 PM 87 32 94 50 263
3:00 PM 87 32 94 15 228
4:00 PM 94 29 94 15 232
5:00 PM 102 24 144 46 316
6:00 PM 109 19 144 84 356
7:00 PM 109 18 144 92 363
8:00 PM 116 18 144 107 385
9:00 PM 123 18 144 103 388 *
10:00 PM 138 14 72 92 316
11:00 PM 145 14 0 61 220
Midnight 145 10 0 46 201
Maximum 145 32 144 153 388
The Jeff Hotel Project
Weekend Parking Demand
TIME

OF DAY GUEST EMPLOYEE CUSTOMER CUSTOMER
HOTEL
HOTEL

RESTAURANTMEETING ROOM TOTAL PARKING
DEMAND
SEPTEMBER WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 140 2 0 0 142
7:00 AM 132 10 0 14 156
8:00 AM 118 29 43 42 232
9:00 AM 103 29 86 14 232
10:00 AM 88 32 86 14 220
11:00 AM 88 32 86 7 213
Noon 81 32 94 141 348
1:00 PM 81 32 94 141 348
2:00 PM 88 32 94 47 261
3:00 PM 88 32 94 14 228
4:00 PM 96 29 94 14 233
5:00 PM 103 24 144 42 313
6:00 PM 110 19 144 78 351
7:00 PM 110 18 144 85 357
8:00 PM 118 18 144 99 379
9:00 PM 125 18 144 94 381 *
10:00 PM 140 14 72 85 311
11:00 PM 147 14 0 56 217
Midnight 147 10 0 42 199
Maximum 147 32 144 141 381
OCTOBER WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 140 2 0 0 142
7:00 AM 132 10 0 15 157
8:00 AM 118 29 43 45 235
9:00 AM 103 29 86 15 233
10:00 AM 88 32 86 15 221
11:00 AM 88 32 86 7 213
Noon 81 32 94 149 356
1:00 PM 81 32 94 149 356
2:00 PM 88 32 94 49 263
3:00 PM 88 32 94 15 229
4:00 PM 96 29 94 15 234
5:00 PM 103 24 144 45 316
6:00 PM 110 19 144 82 355
7:00 PM 110 18 144 89 361
8:00 PM 118 18 144 104 384
9:00 PM 125 18 144 100 387 *
10:00 PM 140 14 72 89 315
11:00 PM 147 14 0 60 221
Midnight 147 10 0 45 202
Maximum 147 32 144 149 387
NOVEMBER WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 122 2 0 0 124
7:00 AM 115 10 0 14 139
8:00 AM 102 29 43 43 217
9:00 AM 90 29 86 14 219
10:00 AM 77 32 86 14 209
11:00 AM 77 32 86 7 202
Noon 70 32 94 144 340
1:00 PM 70 32 94 144 340
2:00 PM 77 32 94 48 251
3:00 PM 77 32 94 14 217
4:00 PM 83 29 94 14 220
5:00 PM 90 24 144 43 301
6:00 PM 96 19 144 79 338
7:00 PM 96 18 144 86 344
8:00 PM 102 18 144 101 365
9:00 PM 109 18 144 96 367 *
10:00 PM 122 14 72 86 294
11:00 PM 128 14 0 58 200
Midnight 128 10 0 43 181
Maximum 128 32 144 144 367
DECEMBER WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS
6:00 AM 101 2 0 0 103
7:00 AM 95 10 0 16 121
8:00 AM 85 29 43 47 204
9:00 AM 74 29 86 16 205
10:00 AM 64 32 86 16 198
11:00 AM 64 32 86 8 190
Noon 58 32 94 155 339
1:00 PM 58 32 94 155 339
2:00 PM 64 32 94 51 241
3:00 PM 64 32 94 16 206
4:00 PM 69 29 94 16 208
5:00 PM 74 24 144 47 289
6:00 PM 80 19 144 85 328
7:00 PM 80 18 144 93 335
8:00 PM 85 18 144 109 356 *
9:00 PM 90 18 144 104 356 *
10:00 PM 101 14 72 93 280
11:00 PM 106 14 0 62 182
Midnight 106 10 0 47 163
Maximum 106 32 144 155 356
The Jeff Hotel Project
Weekend Parking Demand
TIME

OF DAY GUEST EMPLOYEE CUSTOMER CUSTOMER
HOTEL
HOTEL

RESTAURANTMEETING ROOM TOTAL PARKING
DEMAND
LATE DECEMBER WEEKEND "TOTAL SITE" PARKING ACCUMULATIONS 6:00 AM 75 2 0 0 77
7:00 AM 71 10 0 15 96
8:00 AM 63 29 43 44 179
9:00 AM 55 29 86 15 185
10:00 AM 47 32 86 15 180
11:00 AM 47 32 86 7 172
Noon 43 32 94 147 316
1:00 PM 43 32 94 147 316
2:00 PM 47 32 94 49 222
3:00 PM 47 32 94 15 188
4:00 PM 51 29 94 15 189
5:00 PM 55 24 144 44 267
6:00 PM 59 19 144 81 303
7:00 PM 59 18 144 88 309
8:00 PM 63 18 144 103 328 *
9:00 PM 67 18 144 98 327
10:00 PM 75 14 72 88 249
11:00 PM 79 14 0 59 152
Midnight 79 10 0 44 133
Maximum 79 32 144 147 328
ATTACHMENT C
PROJECT PARKING DEMAND PROFILE – JULY WEEKDAY (MAXIMUM) BASED ON CITY OF CULVER CITY MUNICIPAL CODE PARKING RATIOS 0 25
50 75
100
125
150
175
200
225
250
275
300
6:00 AM
7:00 AM
8:00 AM
9:00 AM
10:00 AM
11:00 AM
Noon
1:00 PM
2:00 PM
3:00 PM
4:00 PM
5:00 PM
6:00 PM
7:00 PM
8:00 PM
9:00 PM
10:00 PM
11:00 PM
Midnight
Parking Spaces
Time of Day
The Jeff Hotel Project
Shared Parking Demand (based on Municipal Code Rates)
July - Weekday Maximum

HOTEL GUESTS HOTEL EMPLOYEES HOTEL MEETING ROOM CUSTOMERS HOTEL RESTAURANT/LOUNGE/BAR CUSTOMERS ATTACHMENT D
PROJECT PARKING DEMAND PROFILE – JULY WEEKEND (MAXIMUM) BASED ON CITY OF CULVER CITY MUNICIPAL CODE PARKING RATIOS 0 25
50 75
100
125
150
175
200
225
250
275
300
6:00 AM
7:00 AM
8:00 AM
9:00 AM
10:00 AM
11:00 AM
Noon
1:00 PM
2:00 PM
3:00 PM
4:00 PM
5:00 PM
6:00 PM
7:00 PM
8:00 PM
9:00 PM
10:00 PM
11:00 PM
Midnight
Parking Spaces
Time of Day
The Jeff Hotel Project
Shared Parking Demand (based on Municipal Code Rates)
July - Weekend Maximum

HOTEL GUESTS HOTEL EMPLOYEES HOTEL MEETING ROOM CUSTOMERS HOTEL RESTAURANT/LOUNGE/BAR CUSTOMERS ATTACHMENT E
PROJECT PARKING DEMAND PROFILE – JULY WEEKDAY (MAXIMUM) BASED ON ULI SHARED PARKING RECOMMENDED PARKING RATIOS
0 25
50 75
100
125
150
175
200
225
250
275
300
325
350
375
400
425
6:00 AM
7:00 AM
8:00 AM
9:00 AM
10:00 AM
11:00 AM
Noon
1:00 PM
2:00 PM
3:00 PM
4:00 PM
5:00 PM
6:00 PM
7:00 PM
8:00 PM
9:00 PM
10:00 PM
11:00 PM
Midnight
Parking Spaces
Time of Day
The Jeff Hotel Project
Shared Parking Demand (based on ULI Shared Parking Rates) July - Weekday Maximum

HOTEL GUESTS HOTEL EMPLOYEES HOTEL MEETING ROOM CUSTOMERS HOTEL RESTAURANT/LOUNGE/BAR CUSTOMERS ATTACHMENT F
PROJECT PARKING DEMAND PROFILE – JULY WEEKEND (MAXIMUM) BASED ON ULI SHARED PARKING RECOMMENDED PARKING RATIOS
0 25
50 75
100
125
150
175
200
225
250
275
300
325
350
375
400
6:00 AM
7:00 AM
8:00 AM
9:00 AM
10:00 AM
11:00 AM
Noon
1:00 PM
2:00 PM
3:00 PM
4:00 PM
5:00 PM
6:00 PM
7:00 PM
8:00 PM
9:00 PM
10:00 PM
11:00 PM
Midnight
Parking Spaces
Time of Day
The Jeff Hotel Project
Shared Parking Demand (based on ULI Shared Parking Rates) July - Weekend Maximum

HOTEL GUESTS HOTEL EMPLOYEES HOTEL MEETING ROOM CUSTOMERS HOTEL RESTAURANT/LOUNGE/BAR CUSTOMERS ATTACHMENT G
SURVEYED LOCAL HOTELS
EMPIRICAL HOTEL PARKING DEMAND DATA ANALYSIS
(PEAK MONTH CONDITIONS)
Date 6:00  AM 7:00  AM 8:00  AM 9:00  AM 10:00  AM 11:00  AM 12:00  PM 1:00  PM 2:00  PM 3:00  PM 4:00  PM 5:00  PM 6:00  PM 7:00  PM 8:00  PM 9:00  PM 10:00  PM 11:00  PM 12:00  AM 6/5/2018 ‐‐ 203 191 249 267 279 296 290 285 185 160 149 145 158 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6/6/2018 ‐‐ 148 133 144 134 138 148 160 151 157 165 166 164 143 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6/7/2018 ‐‐ 229 251 244 254 252 252 259 247 235 223 227 213 219 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6/8/2018 ‐‐ 245 207 200 184 124 127 144 149 158 197 216 222 212 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6/9/2018 ‐‐ 253 267 271 258 254 218 205 196 197 281 254 242 248 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6/10/2018 ‐‐ 252 251 253 253 272 261 271 252 201 194 137 118 147 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6/11/2018 ‐‐ 226 220 226 205 205 168 178 159 222 157 184 185 175 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6/12/2018 ‐‐ 218 226 218 203 214 228 249 223 196 192 186 175 196 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6/13/2018 ‐‐ 211 200 195 148 129 123 113 98 103 154 143 141 143 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6/14/2018 ‐‐ 191 157 145 110 97 94 89 96 97 119 125 153 200 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6/15/2018 ‐‐ 230 255 259 233 225 222 211 193 181 180 175 172 168 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6/16/2018 ‐‐ 245 241 212 237 199 195 169 192 164 161 162 163 189 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6/17/2018 ‐‐ 239 223 226 221 239 143 124 106 113 112 107 105 97 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6/18/2018 ‐‐ 137 144 160 171 122 116 118 102 109 138 142 141 142 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 7/16/2018 184 180 177 153 173 150 133 140 140 143 131 133 126 119 151 157 161 169 185 7/17/2018 178 156 132 164 177 216 232 270 249 241 223 212 129 128 129 152 154 156 158 7/18/2018 201 199 229 213 197 192 184 143 173 193 171 173 165 126 130 127 130 135 148 7/19/2018 216 212 205 201 196 150 128 97 97 104 159 161 140 133 137 140 143 148 153 7/20/2018 235 226 208 200 164 141 134 141 145 154 148 148 165 168 166 170 183 187 211 7/21/2018 253 244 208 207 199 122 108 87 78 94 152 157 162 177 205 214 260 279 279 7/22/2018 219 201 197 194 177 147 137 108 88 78 88 83 86 86 92 92 105 115 117 7/23/2018 192 182 165 208 190 165 121 96 150 141 147 122 117 91 130 150 160 169 176 7/24/2018 192 189 191 178 237 191 173 166 163 196 152 156 159 131 133 158 156 156 155 7/25/2018 227 224 212 224 252 202 198 180 197 192 183 186 177 141 143 130 129 154 165 7/26/2018 229 213 229 259 223 207 215 202 201 180 191 182 169 122 139 179 180 180 185 7/27/2018 236 234 248 242 253 222 216 162 134 116 144 147 160 172 171 155 147 156 186 7/28/2018 187 170 161 172 188 193 179 159 130 118 142 148 164 169 187 198 186 198 209 7/29/2018 187 256 242 219 214 201 187 135 144 139 164 134 119 118 138 141 151 155 174 7/30/2018 258 253 233 226 228 145 207 165 122 116 124 127 128 144 150 155 160 164 171 WEEKDAY MAX. 258 253 255 259 267 279 296 290 285 241 223 227 222 219 171 179 183 187 211

WEEKEND
MAX. 253 256 267 271 258 272 261 271 252 201 281 254 242 248 205 214 260 279 279 Total Parking Demand (factored to Peak Month conditions) DoubleTree by Hilton Hotel & Conference Center
Empirical Parking Demand Data Analysis ‐ Peak Month Conditions Date 12:00  AM 1:00  AM 2:00  AM 3:00  AM 4:00  AM 5:00  AM 6:00  AM 7:00  AM 8:00  AM 9:00  AM 10:00  AM 11:00  AM 12:00  PM 1:00  PM 2:00  PM 3:00  PM 4:00  PM 5:00  PM 6:00  PM 7:00  PM 8:00  PM 9:00  PM 10:00  PM 11:00  PM 9/16/2019 94 98 96 97 97 100 103 96 85 74 57 52 38 34 27 26 40 40 47 49 52 66 83 86 9/17/2019 87 91 89 90 90 92 92 85 77 75 71 69 59 60 63 72 66 62 46 48 51 54 67 73 9/18/2019 89 84 85 84 84 86 90 85 80 49 41 39 29 26 29 33 32 29 62 139 119 38 57 62 9/19/2019 65 60 61 62 63 67 74 83 112 90 75 69 57 54 55 59 61 53 65 63 71 81 95 115 9/20/2019 114 115 116 116 116 116 124 117 99 86 73 61 49 42 40 45 57 52 48 53 59 82 109 123 9/21/2019 118 114 120 119 120 119 126 123 117 102 90 82 44 29 33 38 48 54 51 62 80 104 114 129 9/22/2019 119 113 111 112 113 118 124 127 118 69 96 75 63 55 48 45 46 46 39 51 59 75 91 97 WEEKDAY MAX. 114 115 116 116 116 116 124 117 112 90 75 69 59 60 63 72 66 62 65 139 119 82 109 123 WEEKEND MAX. 119 114 120 119 120 119 126 127 118 102 96 82 63 55 48 45 48 54 51 62 80 104 114 129 Date 12:00  AM 1:00  AM 2:00  AM 3:00  AM 4:00  AM 5:00  AM 6:00  AM 7:00  AM 8:00  AM 9:00  AM 10:00  AM 11:00  AM 12:00  PM 1:00  PM 2:00  PM 3:00  PM 4:00  PM 5:00  PM 6:00  PM 7:00  PM 8:00  PM 9:00  PM 10:00 PM 11:00  PM
9/16/2019 77 77 76 77 80 80 80 80 77 67 53 51 41 34 33 33 34 41 38 35 45 54 60 58 9/17/2019 60 60 60 59 60 62 61 58 58 46 55 70 62 27 30 27 29 48 51 43 40 42 56 56 9/18/2019 52 53 52 52 52 53 56 57 90 86 60 56 54 47 49 53 48 43 39 31 33 46 60 58 9/19/2019 56 58 58 58 58 60 66 84 82 70 89 85 56 39 61 73 71 48 44 47 45 66 71 83 9/20/2019 89 88 89 90 90 89 92 92 91 80 68 55 42 40 33 37 34 34 31 30 31 43 55 61 9/21/2019 67 69 65 66 68 67 69 70 63 58 48 57 70 72 74 78 71 41 23 32 30 38 33 39 9/22/2019 33 33 33 34 38 38 40 44 45 42 43 49 43 28 28 30 32 27 27 28 27 31 28 25 WEEKDAY MAX. 89 88 89 90 90 89 92 92 91 86 89 85 62 47 61 73 71 48 51 47 45 66 71 83 WEEKEND MAX. 67 69 65 66 68 67 69 70 63 58 48 57 70 72 74 78 71 41 27 32 30 38 33 39 Courtyard by Marriott
Empirical Parking Demand Data Analysis ‐ Peak Month Conditions Total Parking Demand (factored to Peak Month conditions) Four Points by Sheraton
Empirical Parking Demand Data Analysis ‐ Peak Month Conditions Total Parking Demand (factored to Peak Month conditions)

ATTACHMENT H

SURVEYED LOCAL HOTEL
EMPIRICAL PARKING DEMAND RATIO DEVELOPMENT
(PEAK MONTH CONDITIONS)
DoubleTree by Hilton
HOUR 12:00  AM 1:00  AM 2:00  AM 3:00  AM 4:00  AM 5:00  AM 6:00  AM 7:00  AM 8:00  AM 9:00  AM 10:00  AM 11:00  AM 12:00  PM 1:00  PM 2:00  PM 3:00  PM 4:00  PM 5:00  PM 6:00  PM 7:00  PM 8:00  PM 9:00  PM 10:00  PM 11:00  PM WEEKDAY MAXIMUM 211 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 258 253 255 259 267 279 296 290 285 241 223 227 222 219 171 179 183 187 WEEKDAY PARKING DEMAND RATIO1
(SPACES PER GUEST ROOM) 0.563 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 0.688 0.675 0.680 0.691 0.712 0.744 0.789 0.773 0.760 0.643 0.595 0.605 0.592 0.584 0.456 0.477 0.488 0.499 WEEKEND MAXIMUM 279 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 253 256 267 271 258 272 261 271 252 201 281 254 242 248 205 214 260 279 WEEKEND PARKING DEMAND RATIO1
(SPACES PER GUEST ROOM) 0.744 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 0.675 0.683 0.712 0.723 0.688 0.725 0.696 0.723 0.672 0.536 0.749 0.677 0.645 0.661 0.547 0.571 0.693 0.744 Courtyard by Marriott
HOUR 12:00  AM 1:00  AM 2:00  AM 3:00  AM 4:00  AM 5:00  AM 6:00  AM 7:00  AM 8:00  AM 9:00  AM 10:00  AM 11:00  AM 12:00  PM 1:00  PM 2:00  PM 3:00  PM 4:00  PM 5:00  PM 6:00  PM 7:00  PM 8:00  PM 9:00  PM 10:00  PM 11:00  PM WEEKDAY MAXIMUM 114 115 116 116 116 116 124 117 112 90 75 69 59 60 63 72 66 62 65 139 119 82 109 123 WEEKDAY PARKING DEMAND RATIO2
(SPACES PER GUEST ROOM) 0.438 0.442 0.446 0.446 0.446 0.446 0.477 0.450 0.431 0.346 0.288 0.265 0.227 0.231 0.242 0.277 0.254 0.238 0.250 0.535 0.458 0.315 0.419 0.473 WEEKEND MAXIMUM 119 114 120 119 120 119 126 127 118 102 96 82 63 55 48 45 48 54 51 62 80 104 114 129 WEEKEND PARKING DEMAND RATIO2
(SPACES PER GUEST ROOM) 0.458 0.438 0.462 0.458 0.462 0.458 0.485 0.488 0.454 0.392 0.369 0.315 0.242 0.212 0.185 0.173 0.185 0.208 0.196 0.238 0.308 0.400 0.438 0.496 Four Points by Sheraton
HOUR 12:00  AM 1:00  AM 2:00  AM 3:00  AM 4:00  AM 5:00  AM 6:00  AM 7:00  AM 8:00  AM 9:00  AM 10:00  AM 11:00  AM 12:00  PM 1:00  PM 2:00  PM 3:00  PM 4:00  PM 5:00  PM 6:00  PM 7:00  PM 8:00  PM 9:00  PM 10:00  PM 11:00  PM WEEKDAY M A X I M U M 8 98 88 99 09 08 99 29 29 18 68 98 56 24 76 17 37 14 85 14 74 56 67 18 3 WEEKDAY PARKING DEMAND RATIO3
(SPACES PER GUEST ROOM) 0.454 0.449 0.454 0.459 0.459 0.454 0.469 0.469 0.464 0.439 0.454 0.434 0.316 0.240 0.311 0.372 0.362 0.245 0.260 0.240 0.230 0.337 0.362 0.423 WEEKEND M A X I M U M 6 76 96 56 66 86 76 97 06 35 84 85 77 07 27 47 87 14 12 73 23 03 83 33 9 WEEKEND PARKING DEMAND RATIO3
(SPACES PER GUEST ROOM) 0.342 0.352 0.332 0.337 0.347 0.342 0.352 0.357 0.321 0.296 0.245 0.291 0.357 0.367 0.378 0.398 0.362 0.209 0.138 0.163 0.153 0.194 0.168 0.199 Notes:
1 Parking demand rate based on number of guest rooms at the DoubleTree by Hilton (375 rooms). 2 Parking demand rate based on number of guest rooms at the Courtyard by Marriott (260 rooms). 3 Parking demand rate based on number of guest rooms at the Four Points by Sheraton (196 rooms).

Surveyed Local Hotels (DoubleTree, Courtyard, and Four Points) Empirical Parking Demand Ratio Development ‐ Peak Month Conditions Total Parking Demand (factored to Peak Month conditions) Total Parking Demand (factored to Peak Month conditions) Total Parking Demand (factored to Peak Month conditions)

ATTACHMENT I

PROJECT EMPIRICAL PARKING DEMAND ESTIMATES
(PEAK MONTH CONDITIONS)
HOUR 6:00  AM 7:00  AM 8:00  AM 9:00  AM 10:00  AM 11:00  AM 12:00  PM 1:00  PM 2:00  PM 3:00  PM 4:00  PM 5:00  PM 6:00  PM 7:00  PM 8:00  PM 9:00  PM 10:00  PM 11:00  PM 12:00  AM Weekday 120 118 119 121 125 130 138 135 133 113 104 106 104 102 80 83 85 87 99 Weekend 118 120 125 127 120 127 122 127 118 94 131 118 113 116 96 100 121 130 130 Notes:

The peak parking demand of the Project would occur at 12:00 PM on a weekday, with a demand of 138 occupied parking spaces.

Project Empirical Parking Demand Estimates ‐ Peak Month Conditions Total Parking Demand (factored to Peak Month conditions)

APPENDIX F
CONCEPTUAL STRIPING PLAN
SLAUSON AVENUE AND JEFFERSON BOULEVARD
(IN VICINITY OF PROJECT SITE)
UPDN
UPDN
UP
8' - 0"13' - 0"
5' - 1 3/8"
12' - 0 1/4"12' - 0"
7' - 6"16' - 0"

APPENDIX F
ASSOCIATESCRAIN&www.crainandassociates.comPH (310) 473 6508 F (310) 444 9771 300 Corporate Pointe, Suite 470Culver City, California 90230Transportation PlanningTraffic Engineering X FN: JeffersonHotelCulverCity\STRPConceptual\STRP-Jefferson2019110611/21/2019

THE JEFF HOTELCONCEPTUAL STRIPING PLANSLAUSON AVENUE AND JEFFERSON BOULEVARD

APPENDIX G
PROJECT LOADING AREA TRUCK TURN ANALYSIS
(WB‐50 DESIGN VEHICLE)

UPDN
UPDN
UP
P081
P082
8' - 0"13' - 0"
5' - 1 3/8"
7' - 6"16' - 0"
UPDN
UPDN
UP
P081
P082
8' - 0"13' - 0"
5' - 1 3/8"
7' - 6"16' - 0"
APPENDIX GPROJECT LOADING AREA TRUCK TURN ANALYSISFN: JeffersonHotelCulverCity\TruckTurn\TruckTurn2019111211/12/2019 ASSOCIATESCRAIN&www.crainandassociates.comPH (310) 473 6508 F (310) 444 9771 300 Corporate Pointe, Suite 470Culver City, California 90230Transportation PlanningTraffic Engineering X
WB-50

INBOUNDOUTBOUND
NORTH
(WB-50 DESIGN VEHICLE)

APPENDIX H
WASTE MANAGEMENT PLAN

PROJECT SUMMARY - THE JEFFERSON HOTEL
Waste Volume Estimation
On Site Waste Operations
Waste Projections:

The volume estimations are based on a blend of the following (3) criteria; (1) tenant type and square footage; (2) Terra Pacific's historical data and (3) various government resource and waste characterization reports The proposed project consists of a new five story, 175-room boutique hotel building with ground floor commercial space, and a below grade parking garage. The project is designed to accommodate the hotel rooms and the ground level amenities around a central atrium, the podium level courtyard and additional rooftop amenities.

Tenant Management will utilize a janitorial service to move the waste and recyclable materials to the 1,000 SF trash room located at ground level. At designated times throughout the week, The City of Culver City, EPO, will be scheduled to empty the bins.

Service schedule will be submitted to EPO - Operations for review and approval prior to Final Inspections. 1) Solid waste, recyclable waste material, and organic waste handling shall be performed exclusively by the City or its authorized agents. The City Council may regulate, by ordinance or resolution, all aspects of solid waste, recyclable waste material, and organic waste handling, including, but not limited to, frequency of collection, means of collection and transportation, level of services, charges, fees, and nature, location and extent of providing solid waste handling services.
2) The City of Culver City shall provide waste disposal and recycling services for all construction & demolition projects within city limits in accordance with CCMC 5.01.010.

Loose Compacted
Number of trash bins to be serviced 3x per week 3 1
Number of recycle bins to be serviced 3x per week 5 N/A Number of organic bins to be serviced 1x per week 1 N/A Typical 3 cubic yard bin footprint 25 SF
Typical rolloff compactor footprint 209 SF
2081 business center dr., #230
irvine ca 92612 | 800.765.1308
PAGE

1.0 SCALE
NTS
9/19/19
DATE

PROJECT

THE JEFFERSON HOTEL
11469 JEFFERSON BLVD | CULVER CITY

PROJECT SUMMARY

DESCRIPTION
Area Location Units SqFt
Waste
Generation
Factor
Cubic Yards
per Week -
Trash
Cubic Yards
per Week -
Recycle
Cubic Yards
per Week -
Organics
Diversion
Rate
Hotel Guest Rooms 175 .2 CY/unit 12.3 22.8 0.1
Hotel Restaurant 1,900 .00795 CY/SqFt 5.3 6.5 1.9 Hotel Rooftop Bar 250 .006 CY/SqFt 0.7 0.9 0.0 Hotel Meeting Room A 1,800 .00033 CY/SqFt 0.3 0.3 0.0 Hotel Meeting Room B 1,200 .00033 CY/SqFt 0.2 0.2 0.0 Hotel Meeting Room C 1,800 .00033 CY/SqFt 0.3 0.3 0.0 Hotel Lounge 1,800 .00622 CY/SqFt 5.0 6.2 0.0
Hotel Lobby 5,500 .00032 CY/SqFt 1.0 0.8 0.0
Hotel Fitness 1,000 .0013 CY/SqFt 0.6 0.7 0.0
Sub Total Hotel 25.7 38.4 2.0
Back of House Kitchen 1,000 .00795 CY/SqFt 2.8 3.4 1.2 Back of House Misc Service 5,500 .00032 CY/SqFt 1.0 0.8 0.0 Sub Total Back of House 3.8 4.2 1.2
Total 29.5 42.6 3.2 60.8%
2081 business center dr., #230
irvine ca 92612 | 800.765.1308
PAGE

2.0 SCALE
NTS
DATE

PROJECT

SITE PLAN - GROUND FLOOR

DESCRIPTION

SITE PLAN

TRASH ROOM

STAGING AREA

PROPOSED HAULER

PICK UP AREA

PATH OF TRAVEL

TO STAGING AREA
9/19/19

THE JEFFERSON HOTEL
11469 JEFFERSON BLVD | CULVER CITY
10'-1 1/2"
3 CY BIN
TRASH
3 CY BIN

ORGANICS
3 CY BIN
TRASH
3 CY BIN

RECYCLE
3 CY BIN

RECYCLE
3 CY BIN
TRASH
3 CY BIN
TRASH
3 CY BIN

RECYCLE
3 CY BIN

RECYCLE
3 CY BIN

RECYCLE
3 CY BIN

RECYCLE
3 CY BIN

RECYCLE
3 CY BIN

RECYCLE
3 CY BIN

RECYCLE
3 CY BIN

RECYCLE
3 CY BIN

RECYCLE
TRASH ROOM - 750 SF
EL. + 0.5'
26'-10"10'-0"
9'-5"27'-7"
25'-3"
17'-4"
12'-11"
10'-6"
6'-0"
20'-8"
4'-11"
8'-0"
10'-7"

2.5% SLOPEEL. + 0.0'
3 CY BIN
TRASH
3 CY BIN

RECYCLE
3 CY BIN

ORGANICS
3 CY BIN
TRASH
3 CY BIN
TRASH
3 CY BIN

RECYCLE
3 CY BIN

RECYCLE
3 CY BIN

RECYCLE
3 CY BIN

RECYCLE
3 CY BIN
TRASH
3 CY BIN

RECYCLE

ENLARGED TRASH ROOM
2081 business center dr., #230
irvine ca 92612 | 800.765.1308
PAGE

3.0 SCALE
NTS
DATE

PROJECT

TRASH ROOM DETAILS

DESCRIPTION
Trash Termination Room
The trash room has a (9) bin capacity. Current volume
estimations will require the room to hold (3) trash bins, (5) recycle bins and (1) organics bin.

The room will allow for extra bins, (1) trash & (1) recycle bin, to remain under the chute while the full bins are
staged for pick up.
9/19/19

THE JEFFERSON HOTEL
11469 JEFFERSON BLVD | CULVER CITY
TYPICAL 4' X 7' (3)

CUBIC YARD BIN

TRASH CHUTE

RECYCLE CHUTE
NOTE:

TRASH ROOM TO PROVIDE 6"x6" CONCRETE

CURB & DRAIN INLET CONNECTED TO THE

SANITARY SEWER/GREASE INTERCEPTOR
EL. +0.5'

ENLARGED STAGING ROOM
2081 business center dr., #230
irvine ca 92612 | 800.765.1308
PAGE

4.0 SCALE
NTS
DATE

PROJECT

ENLARGED STAGING ROOM

DESCRIPTION
Staging Room
The staging room has a (5) bin capacity. Current service estimations will are (3) trash bins 3 times per week, (5) recycle bins 3 times a week and (1) organics bin 1 time per week.
9/19/19

THE JEFFERSON HOTEL
11469 JEFFERSON BLVD | CULVER CITY
EL. + 0.0'

STAGING AREA
EL. + 0.0'
21'-11"
12'-0"
14'-6"
8'-8"
8'-1"
DUAL LEAF GATE:
4'-6" x 6'-0" & 3'-0" x 6'-0"
6" CURB

ROUTE FROM TRASH

ROOM TO STAGING
AREA
7'-9"
3 CY BIN

RECYCLE
3 CY BIN

RECYCLE
3 CY BIN

RECYCLE
3 CY BIN

RECYCLE
3 CY BIN

RECYCLE
NOTE:

STAGING ROOM TO PROVIDE DRAIN

INLET CONNECTED TO THE SANITARY

SEWER/GREASE INTERCEPTOR

APPENDIX I
RELATED PROJECT TRIP GENERATION RATES AND EQUATIONS

Appendix I
Related Projects Trip Generation Rates and Formulas
Multifamily Housing (Low‐Rise) (per dwelling unit) – LUC 220 Daily:     T = 7.32 (D)
AM Peak Hour:  T = 0.46 (D); I/B = 23%; O/B = 77%
PM Peak Hour:  T = 0.56 (D); I/B = 63%; O/B = 37%

Multifamily Housing (Mid‐Rise) (per dwelling unit) – LUC 221 Daily:     T = 5.44 (D)
AM Peak Hour:  T = 0.36 (D); I/B = 26%, O/B = 74%
PM Peak Hour:  T = 0.44 (D); I/B = 61%, O/B = 39%

Assisted Living (per bed) – LUC 254
Daily:      T = 2.60 (B)
AM Peak Hour:  T = 0.19 (B); I/B = 63%, O/B = 37%
PM Peak Hour:  T = 0.26 (B); I/B = 38%, O/B = 62%

General Office Building (per 1,000 sf) – LUC 710
Daily:     Ln(T) = 0.97 Ln(A) + 2.50
AM Peak Hour:  Ln(T) = 0.94(A) + 26.49; I/B = 86%, O/B = 14% PM Peak Hour:  Ln(T) = 0.95 Ln(A) + 0.36; I/B = 16%, O/B = 84%

Medical‐Dental Office (per 1,000 sf) – LUC 720
Daily:       T = 34.80 (A)
AM Peak Hour:   T = 2.78 (A); I/B = 78%, O/B = 22%
PM Peak Hour:  T = 3.46 (A); I/B = 28%, O/B = 72%

Shopping Center (per 1,000 sf) – LUC 820
Daily:       T = 37.75 (A)
AM Peak Hour:   T = 0.94 (A); I/B = 62%, O/B = 38%
PM Peak Hour:  T = 3.81 (A); I/B = 48%, O/B = 52%

Fast Casual Restaurant (per 1,000 sf) – LUC 930
Daily:       T = 315.17 (A)
AM Peak Hour:  T = 2.07 (A); I/B = 67%, O/B = 33%
PM Peak Hour:  T = 14.13 (A); I/B = 55%, O/B = 45%

High Turnover Restaurant (per 1,000 sf) – LUC 932
Daily:       T = 112.18 (A)
AM Peak Hour:  T = 9.94 (A); I/B = 55%, O/B = 45%
PM Peak Hour:  T = 9.77 (A); I/B = 62%, O/B = 38%

Gas Station with Convenience Market (per 1,000 sf) – LUC 945 Daily:       T = 1440.02 (A)
AM Peak Hour:  T = 75.99 (A); I/B = 51%, O/B = 49%
PM Peak Hour:  T = 88.35 (A); I/B = 51%, O/B = 49%

Sources:

Institute of Transportation Engineers Trip Generation Manual  (10th Edition, 2017).

APPENDIX J
SYNCHRO CALCULATION WORKSHEETS
Future (2024) Without AM Project Queues
3: Jefferson Boulevard & Slauson Avenue 06/27/2019
Synchro 10 ReportThe Jeff Hotel Project
SlausonAve&JeffersonBlvd_FutWOProjAMPeakHour_Optimized.syn Lane Group EBL EBT EBR WBL WBT WBR NEL NET NER SWL SWT SWR Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 0.91 Ped Bike Factor 0.99 1.00 1.00
Frt 0.850 0.996 0.850 0.989
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1770 1863 1636 3319 1854 0 1652 4916 1544 1652 4760 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1770 1863 1613 3319 1854 0 1652 4916 1544 1652 4760 0 Satd. Flow (RTOR) 138 1 131 10
Lane Group Flow (vph) 34 129 138 323 269 0 121 962 184 20 938 0 v/c Ratio 0.21 0.53 0.42 0.72 0.66 0.66 0.34 0.57 0.12 0.38 Control Delay 62.2 64.2 11.9 66.8 58.3 76.3 18.5 24.6 56.0 21.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 62.2 64.2 11.9 66.8 58.3 76.3 18.5 24.6 56.0 21.8 Queue Length 50th (ft) 29 110 0 147 236 107 134 44 18 182 Queue Length 95th (ft) 66 176 60 191 316 170 272 119 41 265 Internal Link Dist (ft) 279 430 465 435
Turn Bay Length (ft) 137 135 435 55 70 110
Base Capacity (vph) 199 401 456 625 544 270 2859 397 176 2487 Starvation Cap Reductn 00000 00000
Spillback Cap Reductn 00000 00000
Storage Cap Reductn 00000 00000
Reduced v/c Ratio 0.17 0.32 0.30 0.52 0.49 0.45 0.34 0.46 0.11 0.38 Intersection Summary
Future (2024) Without PM Project Queues
3: Jefferson Boulevard & Slauson Avenue 06/27/2019
Synchro 10 ReportThe Jeff Hotel Project
SlausonAve&JeffersonBlvd_FutWOProjPMPeakHour_Optimized.syn Lane Group EBL EBT EBR WBL WBT WBR NEL NET NER SWL SWT SWR Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 0.91 Ped Bike Factor 0.98 0.99 1.00
Frt 0.850 0.969 0.850 0.992
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1770 1863 1636 3319 1796 0 1652 4916 1544 1652 4779 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1770 1863 1610 3319 1796 0 1652 4916 1544 1652 4779 0 Satd. Flow (RTOR) 222 11 131 6
Lane Group Flow (vph) 35 236 250 368 157 0 91 1120 322 62 791 0 v/c Ratio 0.10 0.78 0.56 0.62 0.44 0.59 0.47 0.84 0.45 0.36 Control Delay 40.9 72.7 13.8 56.7 52.8 76.0 27.8 50.9 71.3 27.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 40.9 72.7 13.8 56.7 52.8 76.0 27.8 50.9 71.3 27.5 Queue Length 50th (ft) 26 208 22 162 130 81 243 177 55 163 Queue Length 95th (ft) 50 287 100 194 198 137 384 268 102 267 Internal Link Dist (ft) 279 430 465 435
Turn Bay Length (ft) 137 135 435 55 70 110
Base Capacity (vph) 357 401 521 886 680 202 2419 508 148 2221 Starvation Cap Reductn 00000 00000
Spillback Cap Reductn 00000 00000
Storage Cap Reductn 00000 00000
Reduced v/c Ratio 0.10 0.59 0.48 0.42 0.23 0.45 0.46 0.63 0.42 0.36 Intersection Summary
Future (2024) With Project AM Queues
3: Jefferson Boulevard & Slauson Avenue 06/27/2019
Synchro 10 ReportThe Jeff Hotel Project
SlausonAve&JeffersonBlvd_FutWProjAMPeakHour_Optimized.syn Lane Group EBL EBT EBR WBL WBT WBR NEL NET NER SWL SWT SWR Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 0.91 Ped Bike Factor 0.99 1.00 1.00
Frt 0.850 0.996 0.850 0.988
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1770 1863 1636 3319 1854 0 1652 4916 1544 1652 4755 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1770 1863 1613 3319 1854 0 1652 4916 1544 1652 4755 0 Satd. Flow (RTOR) 157 1 131 11
Lane Group Flow (vph) 35 142 157 323 286 0 143 962 184 20 941 0 v/c Ratio 0.21 0.55 0.44 0.72 0.68 0.70 0.34 0.57 0.12 0.39 Control Delay 62.3 64.3 11.3 66.9 58.6 76.1 19.7 24.7 54.6 23.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 62.3 64.3 11.3 66.9 58.6 76.1 19.7 24.7 54.6 23.7 Queue Length 50th (ft) 30 121 0 147 250 127 138 44 18 191 Queue Length 95th (ft) 67 189 64 191 332 193 284 119 40 279 Internal Link Dist (ft) 279 430 465 435
Turn Bay Length (ft) 137 135 435 55 70 110
Base Capacity (vph) 199 401 471 602 531 293 2835 387 184 2395 Starvation Cap Reductn 00000 00000
Spillback Cap Reductn 00000 00000
Storage Cap Reductn 00000 00000
Reduced v/c Ratio 0.18 0.35 0.33 0.54 0.54 0.49 0.34 0.48 0.11 0.39 Intersection Summary
Future (2024) With Project PM Queues
3: Jefferson Boulevard & Slauson Avenue 06/27/2019
Synchro 10 ReportThe Jeff Hotel Project
SlausonAve&JeffersonBlvd_FutWProjPMPeakHour_Optimized.syn Lane Group EBL EBT EBR WBL WBT WBR NEL NET NER SWL SWT SWR Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 0.91 Ped Bike Factor 0.98 1.00 1.00
Frt 0.850 0.972 0.850 0.991
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1770 1863 1636 3319 1802 0 1652 4916 1544 1652 4773 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1770 1863 1611 3319 1802 0 1652 4916 1544 1652 4773 0 Satd. Flow (RTOR) 236 10 131 7
Lane Group Flow (vph) 35 248 276 368 170 0 110 1120 322 61 786 0 v/c Ratio 0.10 0.78 0.59 0.62 0.46 0.65 0.47 0.84 0.44 0.37 Control Delay 41.2 72.4 14.8 56.7 52.9 77.5 28.5 50.9 70.3 29.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 41.2 72.4 14.8 56.7 52.9 77.5 28.5 50.9 70.3 29.0 Queue Length 50th (ft) 26 219 31 162 142 98 250 177 54 167 Queue Length 95th (ft) 50 298 116 194 212 158 386 268 101 271 Internal Link Dist (ft) 279 430 465 435
Turn Bay Length (ft) 137 135 435 55 70 110
Base Capacity (vph) 354 415 542 886 694 214 2375 508 148 2142 Starvation Cap Reductn 00000 00000
Spillback Cap Reductn 00000 00000
Storage Cap Reductn 00000 00000
Reduced v/c Ratio 0.10 0.60 0.51 0.42 0.24 0.51 0.47 0.63 0.41 0.37 Intersection Summary

Supplemental Traffic Impact Study for the Silicon Beach Hotel located at 11469 Jefferson Boulevard 2/5/2025 City of Culver City Attachments
Attachment B – Project Site Vicinity Map

Supplemental Traffic Impact Study for the Silicon Beach Hotel located at 11469 Jefferson Boulevard 2/5/2025 City of Culver City Attachments
Attachment C – Project Site Plan

Supplemental Traffic Impact Study for the Silicon Beach Hotel located at 11469 Jefferson Boulevard 2/5/2025 City of Culver City Attachments
Attachment D – Project Location and Culver City Transit Priority Areas

Project Location