AR 19 ATTACHMENT D_PPR Plans — Pasadena City Council, May 9, 2022

1501-1525 E. Walnut Street PPR City Council
Attachment D – Predevelopment Plan Review Plans

ATTACHMENT D

PREDEVELOPMENT PLAN REVIEW PLANS
Robert G. Tyler
No. C18812
Exp. 8-31-21
Tyler+Kelly Architecture, Inc.

Project Number
Do not scale drawings. Contractor shall verify
and be responsible for all dimensions and
conditions on the site and the Architect
shall be notified immediately of
any variations from the dimensions and
conditions indicated on these drawings.

Drawings, specifications, and other documents,
including those in electronic form, prepared by
the Architect and the Architect's consultants are
Instruments of Service for use solely with
respect to this Project. The Architect and the
Architect's consultants shall be deemed the
authors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact with
these documents constitute prima facie
acceptance of these conditions.

Architect of Record
Issue Dates
Use of Architect's Drawings
2020 Tyler Kelly Architecture, Inc.c
Tyler Kelly Architecture.com
(626) 396-9599

N O T F O R C O N S T R U C T I O N
1501-1525 East Walnut Street, Pasadena, California 91106 Walnut SRO
2021-11-01
21-06
1501-1525 East Walnut Street, Pasadena, California 91106 Walnut SRO
No. Description Date
Preliminary Plan Review Set

W/D W/D
1/2 MILE RADIUS VICINITY MAP (not to scale)
Project site
1/2 Mile Rad
ius
N
467 SF 4337 SF 467 SF
12138 SF
12174 SF
12174 SF
218 SF
Appurt. 1
94 SF
Appurt. 2 Total Roof Area
13,306 SF
Robert G. Tyler
No. C18812
Exp. 8-31-21
Do not scale drawings. Contractor shall verify
and be responsible for all dimensions and
conditions on the site and the Architect
shall be notified immediately of
any variations from the dimensions and
conditions indicated on these drawings.

Architect of Record
Issue Dates
Use of Architect's Drawings
2021 Tyler Kelly Architecture, Inc.c
Sheet Number
Scale
Description
Date Project No.

Tyler Kelly Architecture.com
(626) 396-9599

N O T F O R C O N S T R U C T I O N
As indicated
G-100

PROJECT INFORMATION &

GENERAL REQUIREMENTS
1501-1525 East Walnut Street, Pasadena, California 91106 Walnut SRO
2021-11-01 21-06
Addresses: 1501, 1515, & 1525 E Walnut St
Assessor's Parcel Numbers: 5737-007-011, 5737-007-012, 5737-007-057, 5737-007-060, 5737-007-065
General Plan
Land Use Designation: Low Density Commercial
Zoning District: Commercial General (CG)
Existing Building(s)
to be Removed: 4
Proposed Building(s): 1 New Building

BASE ZONING CONSTRAINTS
Lot Area: 39,267 sf
FAR Allowed: 0.8 = 31,413 sf
Building Height: 45 ft
Inclusionary Housing: 20% (Min. Required: 5% VL / 5% L / 10% M)

DENSITY BONUS PROPOSED
Convert Inclusionary
Housing to: 11% VL / 0% L / 10% M (min)
Increased FAR (50% max): 1.50 x 31,413 sf = 47,119 sf
33% FAR Bonus Proposed 41,756 sf
Building Height: 45 ft
Proposed Unit Summary:

SRO Market Rate = 50
SRO Affordable = 30 (37.5%)
9 VL (11.25%)
0 L (0%)
21 M (26.25%)
1 Caretaker = 1
Total Units = 81 (80 SRO)
Open Space (Required) 10 sf/ unit = 840 sf (Min)
Open Space (Provided) Gym = 625 sf
(See Sheet G-110) Lounge = 1,419 sf
Total Proposed = 2,884 sf - Complies

PARKING
Total parking spaces: 50 SRO Units (Market Rate) = 50 (1 / unit) 30 SRO Units (Affordable ) = 8 (1 / 4 units)
1 Caretaker unit = 2
Total = 60 required
60 provided
Accessible spaces: 2 required (2% of total parking)
2 provided (1 standard, 1 van accessible)
EV capable charging spaces: 15 required (25% of total parking) 15 provided (14 standard, 1 accessible)
EV charging stations: 3 required (5% of total parking)
3 provided (2 standard, 1 van accessible)
Bicycle parking: 14 required (1 per 6 units)
14 provided

PARKING LOT LANDSCAPING
Parking lot area; 19,475 sf
Parking spaces: 45 in open parking lot
Landscape area: 974 sf required (5% of parking lot area) 1,962 sf provided
Trees: 11 required (1 per 4 parking spaces)
12 provided
Type of Construction: Type V-A, sprinklered throughout
Height: 45' - 0" to top of parapet
No. Stories: 4
Allowable Area Analysis: See sheet G-120

PROJECT DESCRIPTION
New 80 Unit Single Room Occupancy Structure, including common facilities, plus Caretaker's apartment, and single-level at-grade parking garage.

BUILDING SUMMARY (see sheet G-120 for height & area analysis) ZONING SUMMARYASSESSOR'S MAP (not to scale)
stor. storage
struct. structural
t.b. towel bar
t.o.c. top of curb
t.o.p. top of plate
t.o.w. top of wall
t.v. television
t&g tongue and
groove
tel. telephone
temp. tempered
thk. thick
typ. typical
u.n.o. unless noted
otherwise
v.c.t. vinyl compo-
sition tile
v.i.f. verify in field
vert. vertical
vest. vestibule
w.i. wrought iron
w.p. waterproof
w.r. water resistant
w/ with
w/h water heater
w/o without
wain. wainscot
wd. wood
win. window
wt. weight
@ at
a.b. anchor bolt
a.c. asphalt concrete
a.d. area drain
a/c air conditioning
acous. acoustic
add'l. additional
adj. adjustable
a.f.f. above finish floor
alum. aluminum
& and
approx. approximately
arch. architectural/
architect
bd. board
bldg. building
bm. beam
bot. bottom
c.b. catch basin
c.i. continuous
insulation
c.j. control joint
ceiling joist
c.l. clear
centerline
cab. cabinet
cem. cement
civ. civil
clg. ceiling
cl. closet
clr. clear
col. column
conc. concrete
conn. connection
cont. continuous
ctr. center
f.o.c. face of concrete
f.o.s. face of stud
f.r. fire rated
fin. finish
fixt. fixture
fnd. foundation
flr. floor
ft. foot/feet
ftg. footing
furr. furring
g.b. grab bar
g.c. general contractor
ga. gauge
galv. galvanized
gl. glass, glazing
gnd. ground
grd. grade
gyp. gypsum wall
board
h.b. hose bibb
h.w. hot water
horiz. horizontal
hdwd. hardwood
hdwr. hardware
hr. hour
ht. height
in. inches
int. interior
insul. insulation
jst. joist
kit. kitchen
lin. linen closet
loc. location/located
lt. light
lt.wt. lightweight
m.c. medicine cabinet
mat. material
max. maximum
mech. mechanical
min. minimum
mir. mirror
misc. miscellaneous
mtl. metal
(n) new
n.i.c. not in contract
n.t.s. not to scale
o.c. on center
o.f.c.i. owner furnished
contractor
installed
opp. opposite
ply. plywood
p.l. property line
p.t. pressure treated
plumb. plumbing
ptd. painted
pwdr. powder room
r.r. roof rafter
rec. recommendation
ref. refrigerated
reinf. reinforced
resc. rescue window
req'd. required
rev. revision
rm. room
s.c. solid core
s.d. smoke detector
soap dispenser
s.s. stainless steel
safe. safety glass
sched. schedule
sect. section
sht. sheet
shwr. shower
sim. similar
sl. slope
sq. square
std. standard
stl. steel
d.f. Douglas Fir
d.s. downspout
d/w dishwasher
dbl. double
det. detail
dia. diameter
dim. dimension
dn. down
dwg. drawing
(e) existing
e.j. expansion joint
ea. each
elec. electrical
elev. elevation
emer. emergency
eq. equal
f.d. floor drain
f.f. finish floor
finish face
f.g. finish grade
f.j. floor joist
f.l. flow line

SYMBOLS & ANNOTATIONS

GENERAL NOTES
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

BUILDING ELEMENT
Primary structural frame

TYPE V-A
1 hours
Bearing walls
Exterior
Interior
1 hours
1 hours
Nonbearing walls and partitions
Exterior
Based on fire separation
distance
Nonbearing walls and partitions
Interior 0 hours
Floor construction and
associated secondary members 1 hours
Roof construction and
associated secondary members 1 hours

1. All work shall conform to the governing codes, documents and agencies having jurisdiction over the project.

The governing codes are the following:
2019 California Residential Code (CRC)
2019 California Building Code (CBC)
2019 California Electrical Code (CEC)
2019 California Mechanical Code (CMC)
2019 California Plumbing Code (CPC)
2019 California Building Energy Efficiency Standards Code (BEES) 2019 California Green Building Standards Code (CGBSC)
2019 California Fire Code (CFC)
City of Pasadena local amendments

2. Contractor shall obtain and pay for all necessary permits from all agencies having jurisdiction over the work, except only general building permit.

3. Verify all conditions and dimensions at the job site. Deviations from the Contract Documents shall be reported to the Architect before proceeding with the work. Commencement of work shall be construed as acceptance of all conditions, dimensions, and substrates.

4. Unless noted otherwise, columns are dimensioned to centerline, masonry and concrete walls are dimensioned to face of concrete or masonry, exterior framed walls are dimensioned to face of stud, and interior framed walls are dimensioned to face of stud.

5. Drawings are not to be scaled; use written dimensions only. Report dimensional discrepancies to the Architect before proceeding with the work.

6. Maintain a complete set of Issued For Construction (IFC) drawings and specifications on the job site at all times, including copies of all the Architect's supplemental instructions, construction change authorizations, reviewed shop drawings, RFIs, and project submittals.

7. Provide construction barriers to conform with the requirements of Local and County agencies.

8. Storage of construction materials in the public right-of-way is NOT PERMITTED. Specify on site the proposed location of the storage of construction materials.

9. Pedestrians shall be protected during construction and demolition activities as required.

10. Combustible materials are only permitted in accordance with CBC Section 603.1.1

BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES
Storm Water Pollution Control Requirements for Construction Activities Min. Water Quality Protection Requirements for All Dev. Construction Projects The following is intended as minimum notes for building and grading plans and represent the minimum standards of good housekeeping that must be implemented on all construction sites regardless of size. (Applies to all permits)

1. Eroded sediments and other pollutants must be retained on site and may not be transported from the site via sheet flow, swales, area drains, natural drainage courses or wind.

2. Stockpiles of earth and other construction related materials must be protected from being transported from the site by the forces of wind or water.

3. Fuels, oils, solvents and other toxic materials must be stored in accordance with their listing and are not to contaminate the soil and surface waters. All approved storage containers are to be protected from the weather.

Spills must be cleaned up immediately and disposed of in a proper manner. Spills may not be washed into the drainage system.

4. Non-storm-water runoff from equipment and vehicle washing and any other activity shall be contained at the project site.

5. Excess or waste concrete may not be washed into the public way or any other drainage system. Provisions shall be made to retain concrete wastes on site until they can be disposed of as solid waste.

6. Trash and construction related solid wastes must be deposited into a covered receptacle to prevent contamination of rainwater and dispersal by wind.

7. Sediments and other materials may not be tracked from the site by vehicle traffic. The construction entrance roadways must be stabilized so as to inhibit sediments from being deposited into the public way. Accidental depositions must be swept up immediately and may not be washed down by rain or other means.

8. Any slopes with disturbed soils or denuded of vegetation must be stabilized so as to inhibit erosion by wind and water.

The Following Work Activities are Subject to Permit Requirements. (Contractor shall obtain) (1) To erect, raise or lower, or dismantle a fixed tower crane, the fixed tower crane erector, climber, or dismantler shall hold a Project Permit. Note No.1: See Section 341.1 of this article for additional details on Project Permit requirements for fixed tower cranes. Note No.2: See Sections 344.70 et seq. of Title 8 of the California Code of Regulations for additional requirements applicable to permits to operate a fixed tower crane. (2) To engage in the underground use of a diesel engine in any mine or tunnel, each employer or entity who is to operate the diesel engine shall hold a Project Permit. The permit shall be obtained prior to placing the engine in the mine or tunnel.
(3) To conduct the demolition or dismantling of any building or structure more than 36 feet in height, the Project Administrator shall hold a Project Permit and all other employers directly engaging in demolition or dismantling activity shall hold an Annual Permit.
(4) To conduct any of the following activities on a structure intended to be more than 36 feet high when completed, the Project Administrator shall hold a Project Permit and all other employers directly engaging in these activities shall hold an Annual Permit:
(A) Erection and placement of structural steel or erection and placement of structural members made of materials other than steel. Note:No permit is required for work limited to the erection or placement of reinforcing bars used in reinforced concrete construction. (B) Installation of metal decking or decking made of substitute materials. (C) Installation of curtain walls, precast panels, or fascia. (D) Forming or placement of concrete structures or concrete decks on steel structures. (E) Installation of structural framing, including roof framing, or the installation of panelized roof systems.

Note:No permit is required for work limited to the installation of interior partitions. (5) To conduct the following activities, the employer shall hold an Annual or a Project Permit, and may apply for either:
(A) Construction of trenches or excavations 5 feet or deeper into which any person is required to descend.

Note:For purposes of this subsection, “descend”means to enter any part of the trench or excavation once the excavation has attained a depth of 5 feet or more.
(B) Erection and placement of scaffolding, vertical shoring, or falsework intended to be more than 36 feet high when completed.

Exceptions to Permit Requirements. The provisions of this section shall not apply to the following:
(1) Government Bodies - United States of America, its officers or agencies, State of California, county, city and county, city, or district.
(2) Any public utility subject to the jurisdiction of the Public Utilities Commission. (3) Construction of trenches or excavations for the purpose of performing emergency repair work to underground facilities.
(4) Construction or final use of excavations or trenches where the construction or final use does not require a person to descend into the excavation or trench.
(5) Excavation for the construction of graves as defined in Section 7014 of the Health and Safety Code. (6) Excavation for the construction of swimming pools. Note:The construction of motion picture, television, or theater stages and sets does not require a permit unless the conditions specified in Section 6500(b) of the California Labor Code have occurred. For purposes of this requirement, stages and sets include, without limitation, scenery, props, backdrops, flats, greenbeds, and grids.

CAL/OSHA CONSTRUCTION ACTIVITIES PERMITS REQUIRED

1. Notification of Adjacent Property Owners: The person making or causing an excavation to be made shall provide written notice to the owners of adjoining buildings advising them that the excavation is to be made and that the adjoining buildings should be protected. Said notification shall be delivered not less than 10 days prior to the scheduled starting date of the excavation.

2. California Code 4216.2.(b) Except in an emergency, an excavator planning to conduct an excavation shall notify the appropriate regional notification center of the excavator’s intent to excavate at least two working days, and not more than 14 calendar days, before beginning that excavation. The date of the notification shall not count as part of the two-working-day notice. If an excavator gives less notice than the legal excavation start date and time and the excavation is not an emergency, the regional notification center will take the information and provide a ticket, but an operator has until the legal excavation start date and time to respond.

However, an excavator and an operator may mutually agree to a different notice and start date. The contact information for operators notified shall be available to the excavator. ... (d) Except in an emergency, every excavator covered by Section 4216.8 planning to conduct an excavation on private property that does not require an excavation permit may contact the appropriate regional notification center if the private property is known, or reasonably should be known, to contain a subsurface installation other than the underground facility owned or operated by the excavator.

EXCAVATION NOTIFICATION REQUIREMENTS

FIRE DEPARTMENT NOTES

1. Buildings shall be fully sprinklered per City standards.

2. Fire extinguishers shall be provided throughout as required by city standards. Max. travel distance from any unit to an extinguisher shall be 75 feet.

DEFERRED SUBMITTALS AND SEPARATE PERMITS

1. Emergency Responder Radio Coverage network (DAS system)

2. A-145 Ships Ladder

3. Active Solar Energy System
*The architect/ engineer of record shall review and approve deferred submittals prior to submittal to building department for review
*When appropriate, the individual in responsible charge of the project shall forward the deferred submittal to the building department with a notation that the plans have been reviewed and have been found to be in general conformance to the building design.
*Deferred items shall not be installed until the building department has approved the submittal package. *Smoke control system shall be inspected and certified by an approved third party.

FIRE SPRINKLER , STANDPIPE, ALARM, & EMERGENCY POWER REQUIREMENTS

1. Provide fire sprinkler, alarm, power, and smoke alarms per CBC 420.4 through 420.5.

2. Provide NFPA-13 fire sprinkler system throughout all areas of building. (Design-Build, Deferred Submittal) Contractor shall be responsible for the sprinkler system design and approval process. Submit also to architect for review of system components.

3. Quick-response automatic sprinklers in accordance with CBC Section 903.3.2 shall be installed in all dwelling units.

4. Sprinkler heads in occupied spaces shall be flush type, with prefinished coverplates, subject to architect/ owner approval.

5. Class I standpipe systems shall be installed in accordance with CBC Section 905 at the following locations at each level. (See Plan Sheets)
With hose connections at landings in every required interior exit stairway In every exit passageway, at the entrance from the exit passageway to other areas of the building At the highest landing of all stairs serving roofs
At additional locations as prescribed by the Fire official

6. Provide automatic fire alarm system throughout, per PMC 14.28.250 and NFPA 72 Standards.

7. Provide an Occupant Notification System(s) Serving Group R-2 Occupancies in accordance with Section 907.5 (including visual alarm for hearing impaired).

8. Provide a Pasadena Fire Department-approved Knox Box.

REQUIREMENTS FOR FIRE RESISTIVE JOINT SYSTEMS

1. Joints in or between fire barriers and joints made at the intersection of fire barriers with the underside of a fire-resistance-rated floor or roof sheathing, slab or deck above and the exterior vertical wall intersection shall comply with CBC Section 715.

2. Joints made in or between fire partitions shall comply with CBC Section 715

3. Where occurring in fire-rated assemblies, joints and fasteners in gypsum board and gypsum panel product shall be treated in accordance with CBC Section 2508.4. Joints installed in or between fire- resistance-rated walls, floor or floor/ ceiling assemblies and roof or roof/ ceiling assemblies shall be protected by a fire-resistant joint system designed to resist the passage of fire for a time period not less than the required fire-resistance rating of the wall, floor, or roof in or between which the system is installed. Fire-resistant joint systems shall be tested in accordance with Section 715.3 (ASTM E1966 or UL 2079). In single layer gypsum systems, joints shall occur over framing members. In multi-layer gypsum systems, joints of adjacent layers shall be offset.

1. Non-Residential grading & drainage.

2. Retaining Walls

3. Electrical, Mechanical, and Plumbing work.

4. Fire Sprinkler and Alarm systems

5. Underground Fire Water Line

6. Class I Standpipe System

FAR & ROOF APPURTENANCE ANALYSIS

OCCUPANCY SEPARATIONS

OCCUPANCY ADJACENCY FIRE RATING SOUND RATING
B / S2
B / R2
R2 / S2
R2 / A3
A3 / S2
None
1 hour
3 hour
1 hour
3 None
STC 50, IIC 50
None
STC 50, IIC 50
None

ZONING CODE NOTES

1. Gross floor area is the total enclosed area of all floors of a building measured to the inside face of the exterior walls including halls, stairways, elevator shafts at each floor level, service and mechanical equipment rooms and basement or attic areas having a height of more than seven feet, but excluding area used exclusively for vehicle parking or loading.

2. Outdoor lighting shall be energy-efficient, and shielded or recessed so that direct glare and reflections are confined to the maximum extent feasible within the boundaries of the site, and shall be directed downward and away from adjoining properties and public rights-of-way.

3. In each required refuse storage area, space shall be provided for recyclable materials. A separate bin for each type of recyclable material collected in the area in which the site is located shall be provided. The bins shall be clearly marked as to the types of recyclable materials which are to be placed in the bins, and a list of materials for which the bin is provided shall be attached to the bin.

4. All new exterior mechanical equipment, except solar collectors, shall be screened or located out of view from public rights-of-way (not including freeways).

N
SEPARATE PERMITS:

DEFERRED SUBMITTALS:

Project site
1ST FLOOR
2ND FLOOR
3RD FLOOR
4TH FLOOR
Area Schedule (FAR)
467 SF
4337 SF
467 SF
12138 SF
12174 SF
12174 SF
41756 SF
ROOF
No. Description Date
LS 2959
C
ITY
LS 5909
16" PALM
20" TREE10" TREE
10" ELM
20" TREE
22" TREE
30" OAK
6" TREE
8" TREE
18" TREE
20" PALM
E
WA
LNU
T S
T
16 15
14 13
12 11
10 P
A
R
CE
L 5
P
A
R
CE
L 1
P
A
R
CE
L 2
P
A
R
CE
L 4
P
A
R
CE
L 3
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04.2 2)
(8

04.3 4)
(8

04.6 3)
(8

03.6 6)
(8

04.8 5)
(8

04.5 5)
(8

04.4 1)
(8

04.8 8)
(8

04.3 2)
(799.49)
(799.81)
(799.94)(799.93)
(799.78)
(799.69)
(804.49)
(8

04.7 0)
(803.49)
(8

04.0 8)
(8

01.69)
(8

04.0 7)
(8

04.5 0)
(8

05.18)
(8

04.0 1)
(8

04.8 0)
(800.09)(800.17)
(801.88)
(8

04.3 4)
(8

04.8 4)
(804.89)
(803.67)
(800.07)
(8

02.9 1)
(8

03.19)
(803.45)
(799.34)
(800.15)(800.15)
(804.23)
(803.68)
(804.49)
(803.42)
(799.87)
(800.15)
POW

ER POLE
R POLE
POW

ER POLE
PULLB
OX
PULLB
OX

DROP INLET

DROP INLET
M
ONUM

ENT SIGN
C

ELL PHONE TOW
ER

GENERATOR

DROP INLET
6' C

HAIN LINK FENC
E
10' C

HAIN LINK FENC
E
7' IRON W

ROUGHT FENC
E
6 WOODEN FENCE
10' IRON FENCE
6' B
RIC
K W
ALL
7' BRICK WALL
LL
6' BRICK WALL 6' BRICK WALL
ALL
S
S
S
S
S
W
M
W
M
W
M
S89°59'00"E
S89°59'00"E
1299.81
N00°04'00"E
120.04
N00°04'00"E
120.01
N00°04'00"E
119.99
N00°04'00"E
119.96
N00°04'00"E
119.94
N00°04'00"E
119.91
S89°59'16"W

49.99 N00°04'00"E

30.00 S89°59'16"W
299.98
N00°04'00"E

30.00 S89°59'16"W
249.99
N00°04'00"E
119.89
S89°59'00"E
249.99

EXISTING BLDG OFFSITE
USE: AUTO REPAIR SHOP

EXISTING

BLDG OFFSITE
USE: RETAIL

DEMO NOTES
• DEMOLISH ALL BUILDINGS, FENCES, SITE WALLS,
PAVEMENT, AND OTHER IMPROVEMENTS ON SITE.
• REMOVE ALL TREES UNLESS NOTED OTHERWISE
30" OAK TREE TO REMAIN
20" PALM TREE TO REMAIN

POWER POLE TO REMAIN

REMOVE CELL PHONE TOWER
16" PALM TO REMAIN
20" TREE TO REMAIN

DEMO DRIVE APRONDEMO DRIVE APRONDEMO DRIVE APRON DEMO DRIVE APRON

EXISTING BLDG TO BE

DEMOLISHED
USE: AUTO REPAIR SHOP

EXISTING BLDG TO BE

DEMOLISHED
USE: AUTO REPAIR SHOP

EXISTING BLDG TO BE

DEMOLISHED
USE: STORAGE

EXISTING BLDG TO

BE DEMOLISHED
USE: CELL TOWER

STATION

POWER POLE TO REMAINPOWER POLE TO REMAIN

POWER POLE TO REMAIN

STREET LIGHT TO REMAIN

RELOCATE STREET LIGHT
Robert G. Tyler
No. C18812
Exp. 8-31-21
Do not scale drawings. Contractor shall verify
and be responsible for all dimensions and
conditions on the site and the Architect
shall be notified immediately of
any variations from the dimensions and
conditions indicated on these drawings.

Architect of Record
Issue Dates
Use of Architect's Drawings
2021 Tyler Kelly Architecture, Inc.c
Sheet Number
Scale
Description
Date Project No.

Tyler Kelly Architecture.com
(626) 396-9599

N O T F O R C O N S T R U C T I O N
1" = 10'-0"
D-100

DEMO PLAN
1501-1525 East Walnut Street, Pasadena, California 91106 Walnut SRO
2021-11-01 21-06
No. Description Date
W/DW/D
EVCS
Access.

EVCS
EVCS

E WALNUT ST
(E) Above Grade Utility Lines
Manager Parking
Pool
A-410
1 A-411 2 A-4111
A-410
2 Spa
Existing Bldg Offsite
Use: Auto Repair Shop
Existing
Bldg Offsite
Use: Retail
8' - 5" 241' - 7"
250' - 0"
Dog Park
Parking Lot
45 spaces
10' - 10"
11' - 0" 18' - 0" Typ 22' - 0" 18' - 0" Typ
9' - 0" Typ
7' - 10"
22' - 0" 22' - 0"
7' - 10"
10' - 10"
Covered Parking
at Grade
10 spaces
Covered Parking
at Grade
5 spaces
9' - 0" 10' - 0" 9' - 0"
1 59
24' - 0"
8' - 6"8' - 6"9' - 0"
11 11 1111
Proposed 4-story, 81 Unit Residential Bldg
6 8
44 9
2 68
4 6
6 6
10 4
3 3 3
3 4
12 12
1213
Entrance 4
Entrance
Entrance
Egress
stair exit
Egress
stair exit
7 7
7 Centerline of street
1 30" oak tree to
remain
20" palm tree to remain
16" palm to
remain
20" tree to remain
15 15
15 15
15 15 15
RM-16 Zoning District
adjoining north
property line
17' - 0"
150' - 0"
30' - 0" 120' - 0"
300' - 0"
50' - 0" 250' - 0"
86' - 10" 58' - 2" 5' - 0"
18' - 0" 22' - 1" 18' - 0"
10' - 3"
18' - 0" 22' - 1" 18' - 0"
10' - 3"
7 17' - 0"
16 17
10' - 3"
10' - 3"
20 19 19
2' - 0"
A-400
2 20' - 0" 20' - 0"
Trash
-
-

SITE PLAN NOTES
1 (N) drive apron
(E) Sidewalk
Concrete pavement
Concrete walk
Transformer vault
Planter
6 ft CMU boundary wall with stucco finish
Metal pedestrian gate, painted
Metal sliding, automatic vehicle gate, painted
Painted metal fence
(E) utility pole
6" concrete curb
Decomposed granite
Accessible ramp
Required parking lot tree, 24" box
BBQ station
Accessible pool shower
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 (E) streetlight to remain
(E) streetlight to be removed
(N) streetlight
19 20
Robert G. Tyler
No. C18812
Exp. 8-31-21
Do not scale drawings. Contractor shall verify
and be responsible for all dimensions and
conditions on the site and the Architect
shall be notified immediately of
any variations from the dimensions and
conditions indicated on these drawings.

Architect of Record
Issue Dates
Use of Architect's Drawings
2021 Tyler Kelly Architecture, Inc.c
Sheet Number
Scale
Description
Date Project No.

Tyler Kelly Architecture.com
(626) 396-9599

N O T F O R C O N S T R U C T I O N
As indicated
A-110

SITE PLAN
1501-1525 East Walnut Street, Pasadena, California 91106 Walnut SRO
2021-11-01 21-06
1" = 10'-0"1 Site Plan
N
No. Description Date

W/D W/D

BA C D E F G H J K L M N P Q
1 2
3 4
Front Lobby
Elev
Trash
Men
Women
Rear Lobby
999 SF
Lounge
785 SF
Manager
661 SF
Gym
Pool Equip
Stair 2
ElectBike Stor 3
Stair 1
EMR
EVCS
202 SF
Office
Vehicular Gate
EVCS
EVCS
(Accessible)
Bike Stor 2
Covered
Bar/BBQ
413 SF
Kitchen/Dining
ShowerPool
Spa
Line of building above
22' - 9" 15' - 0" 15' - 0" 15' - 0" 22' - 6" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 22' - 9"Setback 8' - 6" 233' - 0" Building Overall
Setback
8' - 6"
58' - 0" Building Overall
Setback
5' - 1"
2' - 0" 24' - 0" 6' - 0" 24' - 0" 2' - 0"
Hub Mail
Island
Feature wallFeature wall
Bike
Racks 2
Elect Vault
Storage
Vehicular Gate
Gas
Meters
Bike Racks 1

W A L N U T S T R E E T
Open to Above
15' - 5"
Covered
Cabana
Covered
Cabana
Robert G. Tyler
No. C18812
Exp. 8-31-21
Do not scale drawings. Contractor shall verify
and be responsible for all dimensions and
conditions on the site and the Architect
shall be notified immediately of
any variations from the dimensions and
conditions indicated on these drawings.

Architect of Record
Issue Dates
Use of Architect's Drawings
2021 Tyler Kelly Architecture, Inc.c
Sheet Number
Scale
Description
Date Project No.

Tyler Kelly Architecture.com
(626) 396-9599

N O T F O R C O N S T R U C T I O N
1/8" = 1'-0"
A-140
1ST FLOOR PLAN
1501-1525 East Walnut Street, Pasadena, California 91106 Walnut SRO
2021-11-01 21-06
No. Description Date
W/D30" Ref
W/D30" Ref
W/D30" Ref
W/D30" Ref
W/D 30"Ref
W/D 30"Ref
W/D 30"Ref
W/D 30"Ref
W/D 30"Ref
W/D 30"Ref
W/D 30"Ref
W/D
30" Ref
W/D
30" Ref
W/D30" Ref
W/D30" Ref
W/D
30"Ref
W/D
30"Ref
W/D
30"Ref
W/D
30"Ref
W/D 30"Ref
W/D 30"Ref
W/D
30"Ref
W/D
30" Ref
W/D
30" Ref
UP
W/D
30" Ref
W/D
30"Ref
UP

BA C D E F G H J K L M N P Q
1 2
3 4
201
Type C
205
Type A
207
Type A
206
Type A
208
Type A
209
Type D
210
Type C
212
Type C
214
Type A
216
Type A
218
Type A
220
Type A
222
Type B
224
Type C
211
Type A
213
Type A
215
Type A
217
Type A
219
Type A
221
Type A
223
Type A
225
Type B
226
Type C
Stair 2
East Corridor
Stair 1
Lobby
Elev
Trash
West Corridor
202
Type C
203
Type B
204
Type B
Tel/Data
Tel/Data
22' - 9" 15' - 0" 15' - 0" 15' - 0" 22' - 6" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 22' - 9" 233' - 0" Building Overall
58' - 0" Building Overall
2' - 0" 24' - 0" 6' - 0" 24' - 0" 2' - 0"
Open to Below
6' - 0"
Robert G. Tyler
No. C18812
Exp. 8-31-21
Do not scale drawings. Contractor shall verify
and be responsible for all dimensions and
conditions on the site and the Architect
shall be notified immediately of
any variations from the dimensions and
conditions indicated on these drawings.

Architect of Record
Issue Dates
Use of Architect's Drawings
2021 Tyler Kelly Architecture, Inc.c
Sheet Number
Scale
Description
Date Project No.

Tyler Kelly Architecture.com
(626) 396-9599

N O T F O R C O N S T R U C T I O N
1/8" = 1'-0"
A-141
2ND FLOOR PLAN
1501-1525 East Walnut Street, Pasadena, California 91106 Walnut SRO
2021-11-01 21-06
No. Description Date
W/D30" Ref
W/D30" Ref
W/D30" Ref
W/D30" Ref
W/D 30"Ref
W/D 30"Ref
W/D 30"Ref
W/D 30"Ref
W/D 30"Ref
W/D 30"Ref
W/D 30"Ref
W/D
30" Ref
W/D
30" Ref
W/D30" Ref
W/D30" Ref
W/D
30"Ref
W/D
30"Ref
W/D
30"Ref
W/D
30"Ref
W/D 30"Ref
W/D 30"Ref
W/D
30"Ref
W/D
30" Ref
W/D
30" Ref
W/D
30" Ref
DN
UP
W/D
30" Ref
W/D
30"Ref
DN

BA C D E F G H J K L M N P Q
1 2
3 4
401
Type C
402
Type C
406
Type A
408
Type A
410
Type D
412
Type C
414
Type C
416
Type A
418
Type A
420
Type A
422
Type A
424
Type B
426
Type C
427
Type C
425
Type B
423
Type A
421
Type A
419
Type A
417
Type A
415
Type A
413
Type A
411
Type A
409
Type D
407
Type A
405
Type A
Stair 1
Trash
Elev
Stair 2
West Corridor Lobby East Corridor
404
Type B
403
Type B
Tel/Data
Tel/Data
Stor
22' - 9" 15' - 0" 15' - 0" 15' - 0" 22' - 6" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 22' - 9" 233' - 0" Building Overall
58' - 0" Building Overall
2' - 0" 24' - 0" 6' - 0" 24' - 0" 2' - 0"
6' - 0"
Robert G. Tyler
No. C18812
Exp. 8-31-21
Do not scale drawings. Contractor shall verify
and be responsible for all dimensions and
conditions on the site and the Architect
shall be notified immediately of
any variations from the dimensions and
conditions indicated on these drawings.

Architect of Record
Issue Dates
Use of Architect's Drawings
2021 Tyler Kelly Architecture, Inc.c
Sheet Number
Scale
Description
Date Project No.

Tyler Kelly Architecture.com
(626) 396-9599

N O T F O R C O N S T R U C T I O N
1/8" = 1'-0"
A-142
3RD & 4TH FLOOR PLAN (4th
Shown)
1501-1525 East Walnut Street, Pasadena, California 91106 Walnut SRO
2021-11-01 21-0607-20-21
No. Description Date
DN

BA C D E F G H J K L M N P Q
1 2
3 4
Stair 1
Elevator
Overrun
Trash
Exhaust
841' - 6"
844' - 6"
843' - 2"
VRF 1 VRF 1Boiler VRF 3 VRF 4846' - 6"
Solar PV Array
22' - 4 1/2"
6' - 0 1/2"4' - 4"15' - 0 1/2"
18' - 10 1/2"
19' - 9"
Robert G. Tyler
No. C18812
Exp. 8-31-21
Do not scale drawings. Contractor shall verify
and be responsible for all dimensions and
conditions on the site and the Architect
shall be notified immediately of
any variations from the dimensions and
conditions indicated on these drawings.

Architect of Record
Issue Dates
Use of Architect's Drawings
2021 Tyler Kelly Architecture, Inc.c
Sheet Number
Scale
Description
Date Project No.

Tyler Kelly Architecture.com
(626) 396-9599

N O T F O R C O N S T R U C T I O N
1/8" = 1'-0"
A-143

ROOF PLAN
1501-1525 East Walnut Street, Pasadena, California 91106 Walnut SRO
2021-11-01 21-0607-20-21
No. Description Date
W/D30" Ref
W/D
30" Ref
W/D
30"Ref
W/D
30"Ref
W/D
Ref
Ref
W/D

W/D W/D
Entry
22' - 11"
14' - 5"
Balcony
Entry
22' - 11"
14' - 5"
20' - 6 1/2"
Balcony
Entry
21' - 11"
16' - 11"
Entry
19' - 10"
21' - 11"
Balcony
1 2
3 4

UNIT PLAN KEYNOTES

UNIT PLAN GENERAL NOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. Refer to Accessibility Sheets (Series G-200) for additional information & requirements.

All Exterior Walls are Type F2 U.N.O. See Wall Types on A-700 through A-701.

All Interior Walls are Type W4 U.N.O. See Wall Types on A-700 through A-701.

All interior doors are dimensioned with hinge side jamb min. 4" away from perpendicular wall U.N.O.

See Plumbing Drawings for fixture schedule.

See Electrical Drawings for lighting information and
requirements.

Install all Owner-provided appliances.

Install all bathroom accessories: towel bars, robe hooks, TP dispensers, shelves and other miscellaneous items.

Electrical receptacles, switches, and controls should not be located higher than 48" measured from the top of the
receptacle box, and no less than 15" measured from the
bottom of the receptacle box.

Provide door signal devices per Section 1132A.10.

All doors to comply with figures 11A-8A through 11A-8H of CBC Chapter 11A.

All Showers shall conform to the accessibility requirements of Section 1134A.6 of the CBC Chapter 11A. The max. flow rate of shower heads shall not exceed 1.8GPM at 80 psi.

All Water Closets shall be accessible, meeting all
requirements of Section 1134A.7 of the CBC Chapter 11A.

The max. flow rate of water closets shall not exceed 1.28 Gal/Flush.

All Lavatories, vanities, mirrors and towel fixtures shall conform to the accessibility requirements of Section 1134A.8 of the CBC Chapter 11A. The max. flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The min. flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi.

Kitchens shall have removable base cabinets at sinks, per Section 1133A.3 and conform to all accessibility
requirements of Section 1133A and Diagram 11A-10A, in
addition to Section 1138A and Diagram 11A-9D.

Graphic indicates 30" x 48" clear floor
space area for accessible appliances and
fixtures that complies with accessibility
requirements of CBC 1133A and 1134A.

Refer to Floor Plan Sheets (Series G-140) for drainage
information & requirements.

All units have microwaves. See A-901 & A-902 for more
information
Bathrooms range in size, the smallest being 43 SF, which is more than the 15 SF minimum
26" deep full-height cabinets w/ adjustable shelving, closet rod, and media niche. See Int. Elevs.

Min. 24" deep countertop with sink and electric cooktop.

Provide sink w/ hot & cold water and garbage disposal.

See Int. Elevs. and Plumbing & Electrical Dwgs.

Outline of Balcony, Terrace, or Roof above.

Metal Balcony Railing Type 1, See Detail
Shaft or chase space available for Mech. See Structural Dwgs.

SD
CM
Kitchen sink w/ hot & cold water &
garbage disposal. See Interior Elevations,
Plumbing, & Electrical Dwgs.

Electric cooktop. Owner to select. See
Electrical Dwgs.

ADA Accessible Refrigerator meeting all
requirements of CBC Section 1133A.2.

See Sheet Series G-200. See Interior &
Plumbing Dwgs.

ADA Accessible Undercounter Fridge and
Dishwasher meeting all requirements of
CBC Section 1133A.2. See Sheet Series
G-200. See Interior & Plumbing Dwgs.
30" Work surface meeting requirements
for CBC 1133A.4. See Sheet Series
G-200.

Stacked Washer & Dryer, with GS Smitty
Pan and drain underneath. Include
automatic washing machine shutoff valve
with leak sensor: IntelliFlow, series
A2 C-M1. Dryer Exhaust Vent Duct, min.
4" diameter, to the outside, equipped with
back-draft damper.

Undercounter Combo Washer & Dryer
Unit, with GS Smitty Pan and drain
underneath. Include automatic washing
machine shutoff valve with leak sensor:

IntelliFlow, series A2 C-M1. Dryer
Exhaust Vent Duct, min. 4" diameter, to
the outside, equipped with back-draft
damper.

Closet rod and 16" shelf above.

Smoke & Carbon Monoxide Detector in
compliance with UL 217 & UL 2034.

Recessed light
Surface-mount light
Wall-mount light
1" "Little Inch" High Efficacy LED
Undercabinet Light
8'-0" dropped ceiling or soffit
Ceiling-mounted 4-way cassette indoor
VRF unit. See Mechanical Dwgs.

Wall-mounted indoor VRF unit.

See Mechanical Dwgs.

UNIT PLAN LEGEND
5 A
B

C , D, E
29' - 5"
29' - 5"
Entry
Bldg
Storage
(not in unit)
Robert G. Tyler
No. C18812
Exp. 8-31-21
Do not scale drawings. Contractor shall verify
and be responsible for all dimensions and
conditions on the site and the Architect
shall be notified immediately of
any variations from the dimensions and
conditions indicated on these drawings.

Architect of Record
Issue Dates
Use of Architect's Drawings
2021 Tyler Kelly Architecture, Inc.c
Sheet Number
Scale
Description
Date Project No.

Tyler Kelly Architecture.com
(626) 396-9599

N O T F O R C O N S T R U C T I O N
1/4" = 1'-0"
A-200

UNIT PLANS
1501-1525 East Walnut Street, Pasadena, California 91106 Walnut SRO
2021-11-01 21-06
1/4" = 1'-0" 1Unit Type A
1/4" = 1'-0" 2Unit Type B
1/4" = 1'-0" 3Unit Type C
1/4" = 1'-0" 4Unit Type D
1/4" = 1'-0" 5Manager's Unit
No. Description Date
Unit Qty. Sellable
Type C 18 371 SF
Unit Qty. Sellable
Type D 5 375 SF
Unit Qty. Sellable
Type B 12 375 SF
Unit Qty. Sellable
Type A 45 330 SF

N HILL AVE
200 N HILL AVE
1465 E WALNUT ST

SECONDARY
STREET

SECONDARY
STREET
Estimate Height
21' - 6"
Estimate Height
37' - 6"
Estimate Height
18' - 6"

NEW CONSTRUCTION

ROOF HEIGHT

MATCHLINE
1st Fl
799' - 6"
2nd Fl
811' - 6"
3rd Fl
821' - 6"
4th Fl
831' - 6"
Roof
841' - 6"
Lowest Grade
798' - 2"

NEW CONSTRUCTION
1501-1525 E WALNUT ST
1485 E WALNUT ST 1533-1539 E WALNUT ST

SECONDARY
STREET
1' - 4"43' - 8"
Estimate Height
16' - 5"
Estimate Height
21' - 7"

MATCHLINE
45' - 0" Max bldg height
A-410
1 AUTO REPAIR
1485

EAST WALNUT ST

N HILL AVE

NEW CONSTRUCTION
1501-1525 RETAIL SHOP
1533-1539

CAR WASH
1465

SMOKE TEST BLDG
1465

GAS STATION
200 N HILL AVE

EAST WALNUT ST

CAR SERVICE
1420
1446
RETAIL
SHOP
1456
1460 1470 1500 AUTO REPAIR
1536
1516

MARION AVE

HARKNESS AVE

N HILL AVE

ELEVATION A ELEVATION B

NEW CONSTRUCTION
SITE
Do not scale drawings. Contractor shall verify
and be responsible for all dimensions and
conditions on the site and the Architect
shall be notified immediately of
any variations from the dimensions and
conditions indicated on these drawings.

Architect of Record
Issue Dates
Use of Architect's Drawings
2021 Tyler Kelly Architecture, Inc.c
Sheet Number
Scale
Description
Date Project No.

Tyler Kelly Architecture.com
(626) 396-9599

N O T F O R C O N S T R U C T I O N
As indicated
A-400

CONTEXT ELEVATIONS
1501-1525 East Walnut Street, Pasadena, California 91106 Walnut SRO
2021-11-01 21-06
1/16" = 1'-0"1 Elevation A
1/16" = 1'-0"2 Elevation B
1" = 30'-0"3 Context Elevation's PLan
No. Description Date
1st Fl
799' - 6"
2nd Fl
811' - 6"
3rd Fl
821' - 6"
4th Fl
831' - 6"
Roof
841' - 6"

BA C D E F G H J K L M N P Q
PLPL
10' - 0" 10' - 0" 10' - 0" 12' - 0"
42' - 0"
Driveway Entrance/ExitDriveway Entrance/Exit
146 2
3 5
9 1111 Lowest Grade
798' - 2"
1212
45' - 0"
16 16 16 16 16 16 16 16 16 16 16 16
8 15
13 1st Fl
799' - 6"
2nd Fl
811' - 6"
3rd Fl
821' - 6"
4th Fl
831' - 6"
Roof
841' - 6"

B ACDEFGHJKLMNPQ
PL PL
9 10
146 216 16 16 16 16 16 16 16 16 16 16 5
15 11
11 3 8 14

ELEVATION NOTES
1 Stucco, painted
Fiberglass shutter
Aluminum storefront glazing system
Composite door
Composite window
Metal railing, painted
Steel door, painted
Stone veneer
Existing grade
Proposed grade
6 ft CMU boundary wall with stucco finish
Metal pedestrian gate, painted
Metal sliding, automatic vehicle gate, painted
Metal signage
Offsite building
Painted steel fin at jamb, see keynote in elevation for color 2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 Robert G. Tyler
No. C18812
Exp. 8-31-21
Do not scale drawings. Contractor shall verify
and be responsible for all dimensions and
conditions on the site and the Architect
shall be notified immediately of
any variations from the dimensions and
conditions indicated on these drawings.

Architect of Record
Issue Dates
Use of Architect's Drawings
2021 Tyler Kelly Architecture, Inc.c
Sheet Number
Scale
Description
Date Project No.

Tyler Kelly Architecture.com
(626) 396-9599

N O T F O R C O N S T R U C T I O N
1/8" = 1'-0"
A-410

ELEVATIONS
1501-1525 East Walnut Street, Pasadena, California 91106 Walnut SRO
2021-11-01 21-06
1/8" = 1'-0"1 South
1/8" = 1'-0"2 North
No. Description Date
1st Fl
799' - 6"
2nd Fl
811' - 6"
3rd Fl
821' - 6"
4th Fl
831' - 6"
Roof
841' - 6"
1234
10' - 0" 10' - 0" 10' - 0" 12' - 0"
42' - 0"
7 109
5 1
Lowest Grade
798' - 2"
12 45' - 0" MAX BLDG HEIGHT
1st Fl
799' - 6"
2nd Fl
811' - 6"
3rd Fl
821' - 6"
4th Fl
831' - 6"
Roof
841' - 6"
1 2 3 4
7 51
109
PL
12 ELEVATION NOTES
1 Stucco, painted
Fiberglass shutter
Aluminum storefront glazing system
Composite door
Composite window
Metal railing, painted
Steel door, painted
Stone veneer
Existing grade
Proposed grade
6 ft CMU boundary wall with stucco finish
Metal pedestrian gate, painted
Metal sliding, automatic vehicle gate, painted
Metal signage
Offsite building
Painted steel fin at jamb, see keynote in elevation for color 2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 Robert G. Tyler
No. C18812
Exp. 8-31-21
Do not scale drawings. Contractor shall verify
and be responsible for all dimensions and
conditions on the site and the Architect
shall be notified immediately of
any variations from the dimensions and
conditions indicated on these drawings.

Architect of Record
Issue Dates
Use of Architect's Drawings
2021 Tyler Kelly Architecture, Inc.c
Sheet Number
Scale
Description
Date Project No.

Tyler Kelly Architecture.com
(626) 396-9599

N O T F O R C O N S T R U C T I O N
1/8" = 1'-0"
A-411

ELEVATIONS
1501-1525 East Walnut Street, Pasadena, California 91106 Walnut SRO
2021-11-01 21-06
1/8" = 1'-0"1 East
1/8" = 1'-0"2 West
No. Description Date

Pasadena City CouncilMay 9, 2022

Pasadena City Council
May 9, 2022