Agenda packet — Gardena City Council, May 28, 2024 (part 4 of 6)

“Provide a safe and reliable transportation network that serves all people and respects the environment.”
o Intersection of Vermont Avenue and SR-91/Artesia Blvd. o SR-91/Artesia Blvd and SR-110 including the on/off-ramp in all directions o On/off-ramp on I-405 at Western Avenue in both directions. • The city’s determination that this project is presumed to have less than significant VMT impact is consistent with the OPR SB 743 Technical Advisory’s recommendation. Caltrans is in support of this project that helps achieve state planning priorities contained in state law and meets state policy goals on transportation, VMT reduction, GHG emissions reduction, and betterment of the environment and human health.
• Caltrans aims to reach zero traffic-related fatalities and serious injuries by 2050 as there is a direct link between impact speeds and the likelihood of a fatality or serious injury. This project poses an opportunity to increase active transportation within the vicinity. Caltrans acknowledges that there is a Class II unbuffered bicycle facility about one mile east of the project area. In the DSCEA, it states that the South Bay Bicycle Master Plan (BMP) does not propose a bike facility adjacent to the project area on Artesia Boulevard. However, the project proposes to include 75 bicycle parking spaces. Caltrans supports the project’s inclusion of bicycle infrastructure but recommends the lead agency revisit its BMP and suggest an update to its proposed network to include more Class II buffered bike lanes and add Artesia Boulevard to their network.
• Caltrans has the following comments applicable to the construction period:
o Caltrans requests a detailed Construction Management Plan (CMP) including street closure information, a detour plan, haul routes, and a staging plan be prepared and submitted to the City for review and approval, before issuance or demolition, grading, and building permits and commencement of construction. o Work with Caltrans Office of Permits, Multi-Modal Unit, for a designated truck route for construction trucks to transport construction equipment to and from the construction sites.
o Construction vehicles/equipment should use alternative routes to avoid congested state facilities, especially during peak hours. o Cover construction trucks with tarpaulin to avoid debris spillage onto State facilities.

As a reminder, any transportation of heavy construction equipment and/or materials that requires the use of oversized transport vehicles on State Highways will need a Caltrans transportation permit. Caltrans recommends that the Project limit construction traffic to Amanda Acuna
March 20, 2024

Page 3 of 3 ends

“Provide a safe and reliable transportation network that serves all people and respects the environment.”
off-peak periods to minimize the potential impact on State facilities. If construction traffic is expected to cause issues on any State facilities, please submit a construction traffic control plan detailing these issues for Caltrans’ review.

Caltrans looks forward to the future environmental documents. If you have any questions, please feel free to contact Jaden Oloresisimo, the project coordinator, at [email protected] and refer to GTS # 07-LA-2024-04463.

Sincerely,

MIYA EDMONSON
LDR/CEQA Branch Chief
cc: State Clearinghouse

TAIT JOB #

Sewer Capacity Study
For
1610 Artesia Boulevard
Gardena, CA
APN: 6106-013-049
April 1, 2024
_______________________________
Ryan Haskin, PE
Registered Civil Engineer No. C84850
Exp.: 3/31/2026
Prepared for: Prepared by:

The Picerne Group
5000 Birch St #600,
Newport Beach, CA 92660
(800) 745-1979
Tait & Associates, Inc.
701 N. Parkcenter Drive
Santa Ana, CA 92705
(714) 560-8200
1610 Artesia Boulevard
City of Gardena
Sewer Capacity Study
by TAIT & Associates
i
Table of Contents
Section 1 Study Purpose ........................................................................................................... 2 Section 2 Project Description & Location ................................................................................. 2 Section 3 Existing Site Description ............................................................................................ 2 Section 4 Design Criteria ........................................................................................................... 2 Section 5 Existing Sewer System Layout and Flow Calculations .............................................. 3

5.1 Existing Sewer System .................................................................................................... 3

5.2 Existing Sewer Flows ....................................................................................................... 3 Section 6 Proposed Sewer System Layout & Flow Calculations ............................................... 3

6.1 Proposed Sewer System ................................................................................................. 3

6.2 Proposed Sewer Flows .................................................................................................... 3 Section 7 Results and Conclusion ............................................................................................. 4

7.1 Existing and Proposed Results ......................................................................................... 4

7.3 Conclusion ....................................................................................................................... 4 Appendix A – Sewer Area Map ....................................................................................................... A Appendix B – Proposed Site Plan .................................................................................................... B Appendix C – Zoning Map ............................................................................................................... C Appendix D – Unit Flow Coefficients .............................................................................................. D Appendix E – Los Angeles County Sanitation Districts Capacity Letter and Sewer Improvement References ……………………………………………………………………………………………………………………………..E Appendix F – Pipe Hydraulic Calculations ........................................................................................F 1610 Artesia Boulevard
City of Gardena
Sewer Capacity Study
by TAIT & Associates
TAIT JOB # SP8994 Page 2
Section 1 Study Purpose
The City of Gardena has requested The Picerne Group to provide a proposed site-specific sewer capacity study to show the amount of proposed wastewater generated by the 1610 Artesia Boulevard Development. This report will provide information regarding the anticipated impact on existing sewer lines downstream of the property site.

Section 2 Project Description & Location
The project consists of the demolition of an existing car wash and auto center for redevelopment of the 3.43 acre property at 1610 West Artesia Boulevard in the City of Gardena. The proposed development consists of multi-family residential housing with 300 apartment units (55 studio, 151 one-bedroom, 94 two-bedroom) in a six-story, podium apartment building. Various apartment types (i.e., studios, and one- and two-bedroom units ranging from 515 SF to 1,413 SF are proposed on levels two through six, with various amenities (i.e., two pools, a clubhouse, courtyard, fitness center, spa, golf lounge, and business center/leasing office) on the podium level, and a lounge and deck on the roof.

Section 3 Existing Site Description
The site has been changed recently from City of Gardena Artesia Corridor Specific Plan(C-R) to Very High Density Multifamily Residential Zone (R-6). The R-6 very high density multifamily residential zone is intended as the highest density residential district for apartments and condominiums. The site was previously occupied by buildings and a paved parking lot that was utilized as a tire/automobile shop and car wash.

Section 4 Design Criteria
Unit Flow Coefficients used to calculate the existing and proposed sewerage generation were obtained from the Los Angeles County Sanitation Districts (LACSD) “Table 1, Loadings for Each Class of Land Use” as listed below:
• Auto Sales/Repair – 100 gallons per day (GPD) per 1,000 sf • Residential, Five Units or More - 156 GPD per dwelling unit A peak Flow factor of 2.5 is used to calculate peak flows for pipe hydraulics. See Appendix D for a copy of the LACSD Coefficient unit tables.
1610 Artesia Boulevard
City of Gardena
Sewer Capacity Study
by TAIT & Associates
TAIT JOB # SP8994 Page 3
Section 5 Existing Sewer System Layout and Flow Calculations

5.1 Existing Sewer System
Currently, the subject site connects to the Los Angeles Sanitation Districts (LACSD) sewer main trunk along Artesia Boulevard with an existing 6-inch lateral. The County’s sewer main then flows west to the Gardena Pumping Plant. This section summarizes the existing sewer layout and assumes existing sewer flows for the property in question (PIQ). As-Built Drawings for the system have also been provided in Appendix E, Drawing 5-d-39 & 05-p-0166. Existing records for the design of the 6-inch lateral are currently unavailable.

5.2 Existing Sewer Flows

EXISTING FLOW CALCULATIONS
Existing Area Discharges
Commercial
Use
Bldg. Area
(sqft)
Flow (GPD
per 1000 sqft)
Ave. Daily
Flows (GPD)
Peak
Factor
Peak Flow
(cfs)
Auto
Sales/Repair 39,900 100 3990 2.5 0.015
Section 6 Proposed Sewer System Layout & Flow Calculations

6.1 Proposed Sewer System
The proposed project will re-use the existing 6-inch lateral. Records were not available for the existing lateral, therefore a field inspection will be required to verify the slope and depth at the point of connection.

6.2 Proposed Sewer Flows

PROPOSED FLOW CALCULATIONS
PIQ- 6" lateral
Residential
Use
Dwelling
Units (DU)
Flow (GPD
per DU)
Ave. Daily
Flows (GPD)
Peak
Factor
Peak Flow
(cfs)
Five Units or
More 300 156 46800 2.5 0.181
1610 Artesia Boulevard
City of Gardena
Sewer Capacity Study
by TAIT & Associates
TAIT JOB # SP8994 Page 4
Section 7 Results and Conclusion

7.1 Existing and Proposed Results
Existing sewage flows generated by the existing buildings are estimated to be 3,990 GPD. The sewer flows from the proposed apartment complex are estimated to be 46,800 GPD, a net increase of 42,810 GPD.

7.3 Conclusion
With the assumption that the existing 6-inch lateral is located at a depth that can be reused and that it is constructed with a 2.0% slope, the proposed project flows of 0.181 will have a depth to diameter (d/D) ratio of 0.36 which is less than the requirement of

0.5 maximum. See Appendix F for Hydraulic Calculations of Proposed Peak Sewer Flow within the 6” sewer lateral to the Artesia Sewer main. The existing 6-inch lateral is therefore sufficient for the proposed project with the following notes. Further inspection is required to determine the exact location and depth of the existing sewer lateral. The condition and slope of the pipe must be confirmed to feasibly handle the projects projected sewer flows.

A letter provided by the Los Angeles County Sanitation District is provided in Appendix E which states the trunk sewer in Artesia Boulevard has a capacity of 3.1 million gallons per day (mgd) and conveyed 2.6 mgd when last measured in 2017. The wastewater generated by the proposed project will be treated at the Joint Water Pollution Control Plant located in the City of Carson, which has a capacity of 400 mgd and currently processes an average flow of 243.1 mgd.

Based on the Sanitation Districts’ statements, the downstream public system is expected to have sufficient capacity to accept the estimated flow increase of 42,810 GPD from the proposed development.
1610 Artesia Boulevard
City of Gardena
Sewer Capacity Study
by TAIT & Associates

APPENDIX
1610 Artesia Boulevard
City of Gardena
Sewer Capacity Study
by TAIT & Associates
TAIT JOB # SP8994 Appendix A
Appendix A – Sewer Area Map
Gardena
Pumping
Plant
PIQ
EX. 6 inch lateral
1610 Artesia Boulevard
City of Gardena
Sewer Capacity Study
by TAIT & Associates
TAIT JOB # SP8994 Appendix B
Appendix B – Proposed Site Plan

T=12" C=15' T=12" C=15' T=12" C=15' T=1" C=20' T=12" T=12" C=15' C=15' T=12" C=15' T=12" C=15' T=12" C=15' T=12" C=15' T=12" C=15' T=12" C=15' T=12" C=15' T=12" C=15' T=12" C=15' T=10" C=20' T=18" C=20' T=12" C=15' T=12" C=15' T=12" C=15' T=12" C=15' T=12" C=15' T=12" C=15' T=12" C=15' T=12" C=15' T=12" C=15' T=12" C=15' T=12" C=20' T=18" C=20' T=18" C=20' T=24" C=15' T=36" C=30' T=24" C=15' T=10" C=3' T=ROW" C=' T=12" C=15' T=10" C=15' T=4" C=5' T=ROW" C=END' T=22" C=15' T=18" C=20' T=6" C=5' T=12" C=7' T=4" C=3' T=4" C=3' T=4" C=3' T=18" C=25' T=18" C=20' T=24" C=35' T=14" C=25' T=14" C=25' T=12" C=20' T=22" C=20' APOLLO EMBROIDERY (N.A.P.) ARTESIA BLVD. 1600 AT ARTESIA SQUARE (N.A.P.) 1600 AT ARTESIA SQUARE (N.A.P.) 1600 AT ARTESIA SQUARE (N.A.P.) 1600 AT ARTESIA SQUARE (N.A.P.) 1600 AT ARTESIA SQUARE (N.A.P.) ARTESIA SQUARE VEHICLE ENTRANCE SALES/MAIL 3,123 SFARTESIA BLVD. SETBACK 5'-0" GUEST PARKING VEHICLE ENTRANCE POOL VAULT POOL VAULT

TRASH FIRE ACCESS ROAD BASEMENT GARAGE BELOW RAMP DN
28'-0" UTILITY 26'-0" 26'-0" 5'-0" 28'-0" 26'-0"
(BUILDING)
10'-0" FRONT SETBACK

TO CURB
23'-0" GATE GATE LOBBY
(GARAGE)
20'-0" FRONT SETBACK

SETBACK
5'-0" SETBACK 5'-0" BUILDING ABOVE

STORAGE UTILITY TRASH
TRASH ELEC.

TO CURB
33'-0" 26'-0"

STORAGE

DOG SPA
594 SF
1OF1
Orange County
San Luis Obispo
Sacramento
Riverside
Denver
Boise
Dallas
Atlanta
701 North Parkcenter Drive
Santa Ana, CA 92705
p: 714.560.8200
www.tait.com
Since 1964

ENGINEERING ENVIRONMENTAL BUILDING LAND ASSOCIATES &

SITE PLAN
DRAWN: CAD1
DATE: 04/01/2020
CHECKED: PM
DATE: 07/04/2020
JOB NO: AB1234X

AVB COMMONS

THE PICERNE GROUP
1610 ARTESIA BOULEVARD, GARDENA, CA,
N
1610 Artesia Boulevard
City of Gardena
Sewer Capacity Study
by TAIT & Associates
TAIT JOB # SP8994 Appendix C
Appendix C – Zoning Map
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1610 Artesia Boulevard
City of Gardena
Sewer Capacity Study
by TAIT & Associates
TAIT JOB # SP8994 Appendix D
Appendix D – Unit Flow Coefficients

TABLE 1

LOADINGS FOR EACH CLASS OF LAND USE

DESCRIPTION UNIT OF MEASURE
FLOW
(Gallons
Per Day)
COD
(Pounds
Per Day)

SUSPENDED
SOLIDS
(Pounds
Per Day)

R E S I D E N T I A L
Single Family Home Parcel 260 1.22 0.59
Duplex Parcel 312 1.46 0.70
Triplex Parcel 468 2.19 1.05
Fourplex Parcel 624 2.92 1.40
Condominiums Parcel 195 0.92 0.44
Single Family Home Parcel 156 0.73 0.35
(reduced rate)
Five Units or More No. of Dwlg. Units 156 0.73 0.35
Mobile Home Parks No. of Spaces 156 0.73 0.35

C O M M E R C I A L
Hotel/Motel/Rooming House Room 125 0.54 0.28
Store 1000 ft2
100 0.43 0.23
Supermarket 1000 ft2
150 2.00 1.00
Shopping Center 1000 ft2
325 3.00 1.17
Regional Mall 1000 ft2
150 2.10 0.77
Office Building 1000 ft2
200 0.86 0.45
Professional Building 1000 ft2
300 1.29 0.68
Restaurant 1000 ft2
1,000 16.68 5.00
Indoor Theatre 1000 ft2
125 0.54 0.28
Car Wash
Tunnel - No Recycling 1000 ft2
3,700 15.86 8.33
Tunnel - Recycling 1000 ft2
2,700 11.74 6.16
Wand 1000 ft2
700 3.00 1.58
Financial Institution 1000 ft2
100 0.43 0.23
Service Shop 1000 ft2
100 0.43 0.23
Animal Kennels 1000 ft2
100 0.43 0.23
Service Station 1000 ft2
100 0.43 0.23
Auto Sales/Repair 1000 ft2
100 0.43 0.23
Wholesale Outlet 1000 ft2
100 0.43 0.23
Nursery/Greenhouse 1000 ft2
25 0.11 0.06
Manufacturing 1000 ft2
200 1.86 0.70
Dry Manufacturing 1000 ft2
25 0.23 0.09
Lumber Yard 1000 ft2
25 0.23 0.09
Warehousing 1000 ft2
25 0.23 0.09
Open Storage 1000 ft2
25 0.23 0.09
Drive-in Theatre 1000 ft2
20 0.09 0.05
TABLE 1
(continued)

LOADINGS FOR EACH CLASS OF LAND USE

DESCRIPTION UNIT OF MEASURE
FLOW
(Gallons
Per Day)
COD
(Pounds
Per Day)

SUSPENDED
SOLIDS
(Pounds
Per Day)

C O M M E R C I A L
Night Club 1000 ft2 350 1.50 0.79
Bowling/Skating 1000 ft2
150 1.76 0.55
Club 1000 ft2
125 0.54 0.27
Auditorium, Amusement 1000 ft2
350 1.50 0.79
Golf Course, Camp, and
Park (Structures and
Improvements
1000 ft2
100 0.43 0.23
Recreational Vehicle Park No. of Spaces 55 0.34 0.14
Convalescent Home Bed 125 0.54 0.28
Laundry 1000 ft2
3,825 16.40 8.61
Mortuary/Cemetery 1000 ft2
100 1.33 0.67
Health Spa, Gymnasium
With Showers 1000 ft2
600 2.58 1.35
Without Showers 1000 ft2
300 1.29 0.68
Convention Center,
Fairground, Racetrack, Average Daily 10 0.04 0.02
Sports Stadium/Arena Attendance

I N S T I T U T I O N A L
College/University Student 20 0.09 0.05
Private School 1000 ft2
200 0.86 0.45
Church 1000 ft2
50 0.21 0.11

1610 Artesia Boulevard
City of Gardena
Sewer Capacity Study
by TAIT & Associates
TAIT JOB # SP8994 Appendix E
Appendix E – Los Angeles County Sanitation Districts Capacity Letter and Sewer Improvement References
DOC 6904741.D05 A Century of Service
May 3, 2023
Ref. DOC 6904716
Ms. Amanda Acuna, Senior Planner
Community Development Department
City of Gardena
1700 West 162nd Street
Gardena, CA 90247
Dear Ms. Acuna:

Comment Letter for 1610 Artesia Boulevard Apartments
The Los Angeles County Sanitation Districts (Districts) received the email and plans for the subject project forwarded by your office on April 21, 2023. The proposed project is located within the jurisdictional boundary of District No. 5. We offer the following comments regarding sewerage service:

1. The wastewater flow originating from the proposed project will discharge directly to the Districts’ Gardena Pump Trunk Sewer, located in Artesia Boulevard at Denker Avenue. The Districts’ 22.7–inch diameter lined trunk sewer has a capacity of 3.1 million gallons per day (mgd) and conveyed a peak flow of 2.6 mgd when last measured in 2017. A 6-inch diameter or smaller direct connection to a Districts’ trunk sewer requires a Trunk Sewer Connection Permit issued by the Districts. An 8-inch diameter or larger direct connection to a Districts’ trunk sewer requires submittal of Sewer Plans for review and approval by the Districts. For additional information, please contact the Districts’ Engineering Counter at (562) 908-4288, extension 1205.

2. The wastewater generated by the proposed project will be treated at the Joint Water Pollution Control Plant located in the City of Carson, which has a capacity of 400 mgd and currently processes an average flow of 243.1 mgd.

3. The expected increase in average wastewater flow from the project, described in the plans as 300 residential apartments, is 42,810 gallons per day, after all structures on the project site are demolished. For a copy of the Districts’ average wastewater generation factors, go to www.lacsd.org, under Services, then Wastewater Program and Permits and select Will Serve Program, and click on the Table 1, Loadings for Each Class of Land Use link.

4. The Districts are empowered by the California Health and Safety Code to charge a fee to connect facilities (directly or indirectly) to the Districts’ Sewerage System or to increase the strength or quantity of wastewater discharged from connected facilities. This connection fee is used by the Districts for its capital facilities. Payment of a connection fee may be required before this project is permitted to discharge to the Districts’ Sewerage System. For more information and a copy of the Connection Fee Information Sheet, go to www.lacsd.org, under Services, then Wastewater (Sewage) and select Rates & Fees. In determining the impact to the Sewerage System and applicable connection fees, the Districts will determine the user category (e.g. Condominium, Single Family Home, etc.) that best represents the actual or anticipated use of the parcel(s) or facilities on the parcel(s) in the development. For more specific information regarding the Ms. Amanda Acuna 2 May 3, 2023
DOC 6904741.D05 A Century of Service
connection fee application procedure and fees, the developer should contact the Districts’ Wastewater Fee Public Counter at (562) 908-4288, extension 2727.

5. In order for the Districts to conform to the requirements of the Federal Clean Air Act (CAA), the capacities of the Districts’ wastewater treatment facilities are based on the regional growth forecast adopted by the Southern California Association of Governments (SCAG). Specific policies included in the development of the SCAG regional growth forecast are incorporated into clean air plans, which are prepared by the South Coast and Antelope Valley Air Quality Management Districts in order to improve air quality in the South Coast and Mojave Desert Air Basins as mandated by the CAA. All expansions of Districts’ facilities must be sized and service phased in a manner that will be consistent with the SCAG regional growth forecast for the counties of Los Angeles, Orange, San Bernardino, Riverside, Ventura, and Imperial. The available capacity of the Districts’ treatment facilities will, therefore, be limited to levels associated with the approved growth identified by SCAG. As such, this letter does not constitute a guarantee of wastewater service, but is to advise the developer that the Districts intend to provide this service up to the levels that are legally permitted and to inform the developer of the currently existing capacity and any proposed expansion of the Districts’ facilities.

If you have any questions, please contact the undersigned at (562) 908-4288, extension 2708 or at [email protected].

Very truly yours,
Donna J. Curry
Customer Service Specialist
Facilities Planning Department
DC:sw
cc: A. Schmidt
A. Howard
RECORD DRAWING DOC#4162232 4852-9279-0090.1
DISCLAIMER ON SEWER DRAWINGS AVAILABLE FOR DOWNLOAD – 6/14/17 FINAL DISCLAIMER – FOR GENERAL INFORMATION, NOT FOR CONSTRUCTION

THE COUNTY SANITATION DISTRICTS OF LOS ANGELES COUNTY (DISTRICTS) PROVIDE THIS INFORMATION “AS IS” FOR GENERAL REFERENCE ONLY. THE DISTRICTS DO NOT GUARANTEE OR WARRANT THE ACCURACY OF ANY INFORMATION SHOWN. THE DISTRICTS DISCLAIM ANY EXPRESS OR IMPLIED WARRANTY. THIS INFORMATION SHOULD NOT BE RELIED UPON FOR CONSTRUCTION.THE INFORMATION MAY REFLECT ONLY AS-PLANNED LOCATIONS AND DOES NOT NECESSARILY ACCURATELY REFLECT THE LOCATIONS OF FACILITIES AS BUILT OR OF SUBSEQUENTLY BUILT FACILITIES. YOU MUST COMPLY WITH GOVERNMENT CODE SECTION 4216 PRIOR TO EXCAVATING IN THE VICINITY OF ANY DISTRICTS FACILITIES TO VERIFY THE FACILITY’S EXACT LOCATION.

OBTAIN A BUILDOVER AGREEMENT PRIOR TO CONSTRUCTION OF IMPROVEMENTS OVER OR BELOW DISTRICTS FACILITIES.

RECORD DRAWING DOC#4162232 4852-9279-0090.1
DISCLAIMER ON SEWER DRAWINGS AVAILABLE FOR DOWNLOAD – 6/14/17 FINAL DISCLAIMER – FOR GENERAL INFORMATION, NOT FOR CONSTRUCTION

OBTAIN A BUILDOVER AGREEMENT PRIOR TO CONSTRUCTION OF IMPROVEMENTS OVER OR BELOW DISTRICTS FACILITIES.

EXISTING 6" LATERAL
SHEET NO.

DWG. NO.

SCALE :

NO. REVISIONS INITIALS DATE
2 PLAN AND PROFILE
SCALES
HORIZ:

VERT: 1" = 5'
1" = 40'
SV RG
5 - d - 39

AS NOTED
AUG. 2018
2 4

GARDENA PUMP TRUNK SEWER
10 2030
40 40
3020
10 REVISED SHEET
2 1 2 3 4 5 6 7 8 9 10 11 12
A
BCD
E
F
G
H
15-FEB-201909:57svillanueva
X:\temp\villanueva\Revisions\5-d-39\CS_004_5d39.sht--MODEL=Default IPLOT:\\ja760\SD02PL-36B-IPLOT*SDXR-Full-Gray-ColorOption.pen LACSD02.22.2012
DOC#4162232 4852-9279-0090.1
DISCLAIMER ON SEWER DRAWINGS AVAILABLE FOR DOWNLOAD – 6/14/17 FINAL DISCLAIMER – FOR GENERAL INFORMATION, NOT FOR CONSTRUCTION

OBTAIN A BUILDOVER AGREEMENT PRIOR TO CONSTRUCTION OF IMPROVEMENTS OVER OR BELOW DISTRICTS FACILITIES.

SHEET NO.

DWG. NO.

SCALE :

NO. REVISIONS INITIALS DATE
1 JJ RG COVER SHEET
5 - d - 39

AS NOTED
0 GARDENA PUMP TRUNK SEWER
ADDED CIPP LINER MANHOLES & SEWER 07/29/16
2 SV RG MAY.2019
2 2 2

REVISED MH STATIONS,ADDED MH & SEWER & REVISED SHEETS
SHEETS
2 & 5
1 TO 5
1 2 3 4 5 6 7 8 9 10 11 12
A
BCD
E
F
G
H
9-MAY-201908:22svillanueva
X:\temp\villanueva\Revisions\5-d-39\G_001_5d39.sht--MODEL=Default IPLOT:\ja716\SD02PL-36B-IPLOT*SDXR-Full-Gray-ColorOption.pen LACSD02.22.2012
DOC#4162232 4852-9279-0090.1
DISCLAIMER ON SEWER DRAWINGS AVAILABLE FOR DOWNLOAD – 6/14/17 FINAL DISCLAIMER – FOR GENERAL INFORMATION, NOT FOR CONSTRUCTION

OBTAIN A BUILDOVER AGREEMENT PRIOR TO CONSTRUCTION OF IMPROVEMENTS OVER OR BELOW DISTRICTS FACILITIES. 0 100 200 400
Fe e t
Da te :9/27/2022 O
The County S a nita tion Dis tricts of Los Ang e le s County (“Dis tricts ”) ha ve d e ve lope d the GIS d a ta a nd re la te d inform a tion file s (colle ctive ly, the “Inform a tion”) d is pla ye d on this m a p for the Dis tricts ’ own inte rna l us e , a nd provid e it to the public only to com ply with the Ca lifornia P ublic Re cord s Act (Ca l. Gov. Cod e § 6250 e t s e q.). The Dis tricts the re fore d is cla im lia bility for a ny othe r pe rs on’s re lia nce on the Inform a tion. The Inform a tion d e picts a pproxim a te loca tions of prope rty, fa cilitie s a nd bound a rie s . Re a s ona ble e fforts ha ve be e n m a d e to e ns ure a ccura cy, but the Inform a tion m a y ha ve s pa tia l a nd othe r e rrors a nd s hould not be re lie d upon for s urve ying , e ng ine e ring , e xca va tion, cons truction, or re la te d purpos e s .The Inform a tion is d yna m ica nd is s ubje ctto cha ng e withoutnotice .THE INFORMATION IS P ROVIDED ON AN "AS IS ","AS AVAILABLE"BAS IS AND THE DIS TRICTS EXP RES S LY DIS CLAIM ALL WARRANTIES (e xpre s s a nd im plie d ),INCLUDING THEWARRANTIES OFMERCHANTABILITY AND FITNES S FOR AP ARTICULAR P URP OS E.P riorto a nye xca va tion,ple a s e ca llUnd e rg round S e rvice Ale rtby d ia ling 811 a nd the Dis tricts ’ Eng ine e ring Counte r a t (562)908-4288 x1205 to obta in m ore a ccura te inform a tion a bout the loca tion of Dis tricts ’ s ubs urfa ce fa cilitie s . 1610 Artesia Boulevard
City of Gardena
Sewer Capacity Study
by TAIT & Associates
TAIT JOB # SP8994 Appendix F
Appendix F – Pipe Hydraulic Calculations
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Monday, Apr 1 2024 1610 W Artesia Proposed Sewage flows in 6inch lateral @ 2% slope Circular
Diameter (ft) = 0.50
Invert Elev (ft) = 100.00
Slope (%) = 2.00
N-Value = 0.015
Calculations
Compute by: Known Q
Known Q (cfs) = 0.18
Highlighted
Depth (ft) = 0.18
Q (cfs) = 0.181
Area (sqft) = 0.06
Velocity (ft/s) = 2.83
Wetted Perim (ft) = 0.64
Crit Depth, Yc (ft) = 0.22
Top Width (ft) = 0.48
EGL (ft) = 0.30
0 1 2
Elev (ft) Section

99.75 100.00
100.25
100.50
100.75
101.00
Reach (ft)
TAIT JOB #

Water Availability Report
For
1610 West Artesia Boulevard
Gardena, CA
APN: 6106-013-049
April 1, 2024
_______________________________
Ryan Haskin, PE
Registered Civil Engineer No. C84850
Exp.: 3/31/2026
Prepared for: Prepared by:

The Picerne Group
5000 Birch Street #600,
Newport Beach, CA 92660
(800) 745-1979
Tait & Associates, Inc.
701 N. Parkcenter Drive
Santa Ana, CA 92705
(714) 560-8200
TAIT JOB # SP8994 Page 1
Purpose of Report
The purpose of this report to the evaluate the availability of water for the proposed 3.43 acre development at 1610 West Artesia Boulevard in the City of Gardena. The project includes the demolition of an existing car wash and auto center for redevelopment. The proposed development consists of multi-family residential housing with 300 apartment units (55 studio, 151 one-bedroom, 94 two-bedroom) in a six-story, podium apartment building. Various apartment types (i.e., studios, and one- and two-bedroom units ranging from 515 SF to 1,413 SF are proposed on levels two through six, with various amenities (i.e., two pools, a clubhouse, courtyard, fitness center, spa, golf lounge, and business center/leasing office) on the podium level, and a lounge and deck on the roof.

Domestic Water Service
Based on research of as-built plans there is an existing GSWD 10” water main located in Artesia Blvd with a 1”-2” water service that serves the existing property. The proposed site design concept will abandon the existing service and assumes a new private, on-site water system for the apartment complex. A new dedicated 6”-8” domestic water connection will be made to the 10” public main in Artesia Blvd with a single meter and backflow device near the northeast corner of the site.

Fire Water Service
Fire Protection and Emergency Services for the City of Gardena are provided by the Los Angeles County Fire Department (LACFD). The City of Gardena has adopted the Los Angeles County Fire Code, including its associated fire flow requirements. Pursuant to County of Los Angeles Code Chapter 20.16.060, minimum fire flow requirements shall be determined by the Fire Chief or Fire Marshall based on land use, assuming a minimum operating pressure of 20 pounds per square inch (psi). Site specific fire flow requirements of 2,500 gpm at 20 psi have been provided by LACFD. A building fire sprinkler system and on-site hydrants will be included as part of the project capable of providing adequate pressures and flow for site fire protection. The site design concept assumes an on-site private fire water system with a single 8”-10” connection to the existing 10” line within Artesia Boulevard near the northwest corner of the site. Final sizing and design will be dependent on fire supply demands provided by the Fire Suppression Engineer and a fire flow analysis to be conducted by TAIT.

Landscape Service
A single maximum 2” connection will be made near the northwest corner of the site with a single meter and backflow device for landscape needs. Final sizing and design will be dependent on landscape demands provided by the Landscape Engineer. See attachments for preliminary irrigation date of the project.

Site Water Demands
The site’s water demand is estimated based on 120% of the Los Angeles County Sanitation Districts (LACSD) wastewater generation coefficients for the existing and proposed site’s and domestic water demand. Landscape demands were provided by the Landscape Engineer’s worksheet, attached. Pool demands were calculated based on pool water loss estimates provided in a document titled, “Jump Into 1610 Artesia Boulevard
City of Gardena
Sewer Capacity Study
by TAIT & Associates
TAIT JOB # SP8994 Page 2
Pool Water Efficiency” by the EPA, see attachment for excerpts. The tables below summarize the existing site’s sewage and water demand estimates.

Existing Sewage Flow Estimate
Commercial Use Bldg. Area (sqft) Flow (GPD per 1000 sqft) Ave. Daily Flows (GPD) Auto Sales/Repair 39,900 100 3990
Existing Water Demand Estimate 120% sewage 4788
Proposed Sewage Flow Estimate
Residential Use Dwelling
Units (DU)
Flow (GPD per
DU) Ave. Daily Flow (GPD)
Five Units or More 300 156 46800
Proposed Domestic Water Demand Estimate 120% sewage 56160 Landscape Demand* 1176
Pool Demand** 514
TOTAL WATER DEMAND: 57850
*Values from Landscape Engineer Worksheet converted from gallons per year, see attachment. **EPA published "Jump Into Pool Water Efficiency" estimates 31,000 gal/500 sf loss of pool water per year. Total project pool surface area = 24'x75' + 24'x40' + 22'x12' = 3024 sf. Therefore, project pool loss = 187,488 GPY = 514 GPD
Conclusion
The proposed project is estimated to increase water demand for the property by 53,062 GPD. A will serve letter (attached) has been received from Golden State Water District (GSWD) that indicates service can be provided to the site from the existing water main in Artesia Boulevard. Fire flow test results (attached) show a 72 psi static pressure and an available flow of 8,378 gpm at 20 psi within the public water system in Artesia Boulevard, which is anticipated to meet the project needs.

Attachments:
• Golden State Water Company Will Serve Letter
• Fire Flow Test Results
• Preliminary Irrigation Water Use
• Excerpts from EPA published "Jump Into Pool Water Efficiency" December 11, 2023
Ryan Haskin (contractor)
701 N. Parkcenter Drive
Santa Ana, CA 92705
[email protected]
Re: Will Serve Letter for 1610 W. Artesia Blvd., Gardena CA 90248 To Whom it May Concern:

This letter is to inform you that water service is available to the above referenced address from Golden State Water Company’s (GSWC) Southwest District water system located in Los Angeles County. Service to the address can be providedfromourexistingwaterfacilitieswithin W. Artesia Boulevard.

Upon completionand execution of an agreement betweenGolden State WaterCompany (GSWC) and the applicant that contains satisfactory financial arrangements and other provisions governing the extension of water service under the Water Service Agreement, GSWC will begin providing waterserviceforthe referencedaddress onceall ownerobligations have been satisfied.

Analysis of more detailed development plans may require the owner to participate in the construction of special facilities prior to the Company providing waterservice.

GSWC is committed to providingwaterserviceto all customers within itsservice area, consistent with the company’s obligations under rules, statutes and regulations of both the California Department of Public Health and the California Public Utilities Commission.

Unlessmodified orextended byGSWC,thisWill Serve Lettershall terminate and be of no further force and effect one year from the date indicated above.

If you have any questions concerning the issues addressed in this letter, please let us know.

Sincerely,
Joseph Zhao, P.E., PhD.

Operations Engineer Southwest District
FORM 196
Rev. 09/20

COUNTY OF LOS ANGELES FIRE DEPARTMENT

FIRE PREVENTION DIVISION
Information on Fire Flow Availability for Building Permit For All Buildings Other Than One and Two Family Dwellings (R-3), Townhomes, and Accessory Dwelling Unit’s
INSTRUCTIONS:

Complete parts I & II:

Verifying fire flow, fire hydrant location and fire hydrant size.

PROJECT INFORMATION
(To be completed by applicant)
PART I
Building Address:

City or Area: APN:

Nearest Cross Street:

Distance of Nearest Cross Street
to Property Line:

Applicant: Telephone: ( )
Address:

City:

Occupancy (Use of Building): Fire Sprinklered: Yes No
Type of Construction:

Square Footage: Number of Stories:

Applicant’s Signature Date
Fire Prevention Engineering
5823 Rickenbacker Road
Los Angeles, CA 90040
Telephone (323) 890-4125 Fax (323) 890-4129
714

PART II INFORMATION ON FIRE FLOW AVAILABILITY
(Part II to be completed by Water Purveyor)
Location of hydrant
Hydrant Number
Distance from Size of
Nearest Property Line Size of Hydrant Water main
Static PSI Residual PSI Orifice size Pitot
Fire Flow at 20 PSI Duration Flow Test Date / Time
Hydraulic model
Location of hydrant
Hydrant Number
Distance from Size of
Nearest Property Line Size of Hydrant Water main
Static PSI Residual PSI Orifice size Pitot
Fire Flow at 20 PSI Duration Flow Test Date / Time
Hydraulic model
(Check box if Simultaneous/ Dual flow test was performed) Combined flow at 20 psi ___________ Location of hydrant
Hydrant Number
Distance from Size of
Nearest Property Line Size of Hydrant Water main
Static PSI Residual PSI Orifice size Pitot
Fire Flow at 20 PSI Duration Flow Test Date / Time
Hydraulic model
(Check box if Simultaneous/ Triple flow test was performed) Combined flow at 20 psi _________ Water Purveyor Signature
Phone Number Date Title
This Information is Considered Valid for Twenty Four Months Fire Department approval of building plans shall be required prior to the issuance of a Building Permit by the jurisdictional Building Department. Any deficiencies in water systems will need to be resolved by the Fire Prevention Division only prior to this department’s approval of building plans.

Project Address:
(See the Reverse Side of this Page for More Information) Page 1 FIRE FLOW TEST APPLICATION FF-1
Golden State Water Company (GSWC) charges $300.00 for each fire flow test that is performed by GSWC personnel. Discounts for multiple tests being requested are not available. The $300.00 fee is due in advance of GSWC performing the fire flow test.
(This section is to be completed by the Applicant (One fire flow test request per Application Form) Print Applicant or Contact First and Last Name: Include Company Name if Applicable Print Applicant or Contact Mailing Address: Street or PO Box Print Applicant or Contact City, State, Zip
Print Applicant or Contact Phone Number and E-mail Address Print Address/Location where Fire Flow Test is requested (Use back of page section for additional location information) Check the appropriate box below and provide the information needed to indicate how the test results are to be sent by GSWC. Please note that some local fire agencies require original signed forms, in which case the test results will be returned by mail.
 One and Two Family Dwellings, Townhomes, and Accessory Dwelling Units total building size more than 3600 ft2

 One and Two Family Dwellings, Townhomes, and Accessory Dwelling Units total building size less than 3600 ft2

Mailing Address: ______________________________________ E-Mail: ______________________________________
___________________________________________________ _________________________ Signature Date
Ryan Haskin . Tait & Associates 701 N Parkcenter Dr Santa Ana, CA 92705 (714) 560-8627 & [email protected] 1610 Artesia Boulevard, Gardena, CA [email protected] 701 N Parkcenter Dr, Santa Ana, CA 92705 7/28/2023

PRELIMINARY IRRIGATION WATER USE
Pool Water Efficiency
JUMP Into
Thoughtful residential swimming pool design and ongoing maintenance can help save pool owners water, energy, and money. Addressing issues related to evaporation, water quality, leaks, or pool usage can all save water. The U.S.

Environmental Protection Agency’s (EPA’s) WaterSense® program developed this guide to help residential pool owners and maintenance professionals understand and minimize pool water use. Commercial pool owners can find additional information in WaterSense at Work: Best Management Practices for Commercial and Institutional Facilities at www.epa.gov/watersense.

Introduction
Pools provide a fun and relaxing way to keep
cool during warmer months. However, if not
adequately maintained, your pool could be
sending water and money down the drain.

Pools can consume water through evaporation,
pool cleaning, leaks, and splashing. Investing
in new equipment or employing targeted
maintenance techniques can save water,
energy (for heated pools), and money.

This guide provides an overview of design
considerations, retrofits, and maintenance
practices that are aimed to improve the water
efficiency of residential pools. WaterSense
developed this guide with a focus on inground and above-ground residential pools, but many of the practices also apply
to commercial pools or spas. For more
information, consult the additional resources
listed at the end of this document.

Evaporation
Evaporation is one of the leading causes of
water loss in residential pools, especially in hot,
drier climates where pools are most prevalent.

The rate of evaporation from a pool is
dependent on a number of variables, including
temperature, humidity, and wind speed. EPA
estimates that, depending on climate, an
uncovered 500-square-foot swimming pool
could lose between 12,000 and 31,000 gallons
of water per year due to evaporation, with this
number being even higher for heated pools.

Not only does this contribute to water waste,
but it can also cost homeowners money!
Reducing water loss from evaporation is the
best way to reduce overall water usage in your
pool.

Size Pools for Use
A pool’s surface area directly impacts the
volume of evaporation that may occur. In
effect, the larger a pool, the more water that
is likely to be lost due to evaporation. Further,
a deeper pool requires more water to fill and
more resources to maintain (e.g., filtration,
chemicals, heating).

Therefore, when planning a new pool
installation, consider how you want to use the
pool and select a size and design that will meet
your needs while minimizing potential water
usage. A smaller pool design can result in lower
maintenance costs and helps reduce water
consumption.

Cover Up
Pool covers are the most effective method
of reducing water losses from evaporation.

When in use, solid pool covers can reduce
evaporation by more than 90 percent and, in
the case of heated pools, save between 50 and
70 percent of pool heating costs.1
Any pool can
Cover Your Bases
According to data collected as part of
the 2016 Residential End Uses of Water
study, only 15 percent of pool owners
have and regularly use a pool cover.2
1 Minos, 2021
2 DeOreo et. al., 2016
2 10 PHONE (866) WTR-SENS (987-7367) WEBSITE www.epa.gov/watersense EMAIL [email protected] EPA-832-F-22-015 SEPTEMBER 2022
References and Additional Resources
The following are resources that were used in the development of this guide:
1st Direct Pool. 11 January 2021. “How Often Should You Replace Your Swimming Pool Filter?” www.1stdirectpools.com/blog/post/how-often-should-you-replace-swimming-pool-filter.

Association of Pool & Spa Professionals (APSP). 6 January 2017. ANSI/APSP/ICC-13 2017 American National Standard for Water Conservation Efficiency in Residential and Public Pools, Spas, Portable Spas, and Swim Spas. American National Standards Institute. https://webstore.ansi.org/Standards/ APSP/ANSIAPSPICC132017.

APSP. 2014. “Copper-Silver Ionizers.” www.phta.org/pub/?id=082CD55C-1866-DAAC-99FBD9CCF4026297.

Aquanomics Pools. 23 August 2017. “Pros and Cons of Different Pool Filters.” www.aquanomicspools.com/pros-and-cons-of-different-pool-filters/.

ASTM International (ASTM). February 2018. ASTM F1346 - 91(2018), Standard Performance Specification for Safety Covers and Labeling Requirements for All Covers for Swimming Pools, Spas and Hot Tubs. www.astm.org/f1346-91r18.html.

DeOreo W., Mayer P., Kiefer J., Dziegielewski B. 2016. Residential End Uses of Water (REUWS) Study Update. Water Research Foundation (WRF).

DOE Energy Saver. “Swimming Pool Heating.” www.energy.gov/energysaver/swimming-poolheating.

ENERGY STAR. “Pool Pumps.” www.energystar.gov/products/pool_pumps.

Giovanisci, Matt. 4 May 2021. “How to Select the Best Pool Filter.” Swim University,® www.swimuniversity.com/pool-filter/.

Koeller, John, and H.W. (Bill) Hoffman & Associates LLC. September 2010. “Evaluation of Potential Best Management Practices—Pools, Spas, and Fountains.” CalWEP, The California Urban Water Conservation Council, calwep.org/wp-content/uploads/2021/03/Pools-Spas-and-FountainsPBMP-2010.pdf.

Let’s Pool Together. “Pool, Hot Tub & Spa Water Conservation Tips.” Accessed 1 March 2022. www.letspooltogether.com/pool-spa-tips/.

Minos, Scott. 5 July 2021. “Stay above Water with an Efficient Swimming Pool.” U.S. Department of Energy (DOE), www.energy.gov/energysaver/articles/stay-above-water-efficient-swimming-pool.

Muleta, Misgana. January 2016. “Cal Poly Study: Effectiveness of Pool Covers to Reduce Evaporation from Swimming Pools.” National Plasterers Council (NPC), www.npconline.org/page/ cal-poly-study.

Pool & Hot Tub Alliance. Certification. www.phta.org/certification/.

Water – Use It Wisely. “Saving Water Outdoors.” https://wateruseitwisely.com/saving-wateroutdoors/swimming-pools/.

WaterSense. WaterSense at Work: Best Management Practices for Commercial and Institutional Facilities. www.epa.gov/watersense/best-management-practices. 1610 West Artesia Boulevard Project Section 4.0
Final Sustainable Communities Environmental Assessment Mitigation Monitoring and Reporting Program 21 April 2024

MITIGATION MEASURES (MMS) IMPLEMENTATION
TIMING

MONITORING/

REPORTING METHODS

RESPONSIBLE FOR

APPROVAL/

MONITORING

VERIFICATION

DATE INITIALS

CULTURAL RESOURCES
MM CUL-1: Inadvertent Discovery of an
Archaeological Resource. Before ground disturbing
activities are initiated on the Project site, a qualified archaeologist shall be retained to conduct a Preconstruction Worker Training on the types of unanticipated resources that could be encountered
during construction, based on the site’s history. This
archaeologist may also be retained to ensure prompt
assessment in the event that unanticipated cultural
resources are encountered during construction.

If archaeological resources are exposed during
construction, work within 50 feet of the find must
stop until a qualified archaeologist can evaluate the
significance of the find. Construction activities may
continue in other areas. If the discovery proves
significant under CEQA (14 CCR 15064.5[f]; PRC
21082), additional work such as testing, or data
recovery may be warranted.

Prior to any ground
disturbance
During construction, if
an archaeological
resource is discovered
Notification to
construction personnel
Archaeological
Resource Evaluation
General Contractor
Qualified Archaeologist

GEOLOGY AND SOILS
MM GEO-1: Paleontological Resources Monitor.

Monitoring shall be conducted by a Paleontological
Resources Monitor, defined as one who meets the
Society for Vertebrate Paleontology standards for a
Paleontological Resources Monitor. The
Paleontological Resources Monitor shall be under the
supervision of the Project Paleontologist. A Project
Paleontologist shall prepare a Paleontological
Resources Monitoring and Mitigation Plan (PRMMP).

As defined in the PRMMP, Paleontological monitoring
During ground
disturbance
Paleontological
Resources Monitoring
Paleontological Monitor
1610 West Artesia Boulevard Project Section 4.0
Final Sustainable Communities Environmental Assessment Mitigation Monitoring and Reporting Program 22 May 2024

MITIGATION MEASURES (MMS) IMPLEMENTATION
TIMING

MONITORING/

REPORTING METHODS

RESPONSIBLE FOR

APPROVAL/

MONITORING

VERIFICATION

DATE INITIALS
shall include inspection of exposed sedimentary units
during active excavations within sensitive geologic
sediments that occur in previously undisturbed
sediment, which has been estimated as any portion of
the Project site where excavation exceeds 10 feet in
depth. The frequency of monitoring shall be based on
consultation with or periodic inspection by the Project Paleontologist and shall depend on the rate of
excavation and grading activities and the materials
being excavated.

HAZARDS AND HAZARDOUS MATERIALS
MM HAZ-1: Los Angeles County Fire Department
Approval. Prior to grading permit issuance, the
findings of the Phase I Environmental Site Assessment
(ESA) for the Stein Project 1610 West Artesia
Boulevard, Gardena, CA 90248, Phase II ESA for 1610
West Artesia Boulevard, Gardena, California, and
Technical Memorandum/Vapor Intrusion Risk
Evaluation (VIRE) shall be reported to the Los Angeles
County Fire Department (LACFD) Health and
Hazardous Materials Division (HHMD), Site Mitigation
Unit (SMU) for review and recommendations. Any
recommendations from the LACFD HHMD SMU shall
be incorporated into the Project’s design.

Prior to grading permit
issuance
Report the Phase I ESA
and Phase II ESA
findings to the LACFD
HHMD SMU and
incorporate any
recommendations into
the Project’s design
City of Gardena
Community
Development Director
MM HAZ-2: Soil Management Plan. Prior to grading
permit issuance, the Applicant shall retain a qualified environmental consultant to prepare a Soil
Management Plan (SMP) for the Project site. The SMP
shall include the LACFD’s recommendations (see MM
HAZ-1 above). The SMP shall establish procedures for
Prior to grading permit
issuance
Prepare a Soil
Management Plan
City of Gardena Building
Services Division
1610 West Artesia Boulevard Project Section 4.0
Final Sustainable Communities Environmental Assessment Mitigation Monitoring and Reporting Program 23 May 2024

MITIGATION MEASURES (MMS) IMPLEMENTATION
TIMING

MONITORING/

REPORTING METHODS

RESPONSIBLE FOR

APPROVAL/

MONITORING

VERIFICATION

DATE INITIALS
identification and management of impacted and clean
soil, segregation and management of impacted soil in
accordance with regulatory requirements,
transportation of impacted soil to an off-site disposal facility licensed to accept such soil, and identification and management of construction debris during
excavation, grading, and construction activities to be
completed at the Project site. The SMP shall be
submitted to the City of Gardena Building Services
Division for review and approval. The SMP shall
include the following:
• Procedures for identification, handling, reporting,
and removal of the hydraulic auto lifts and
clarifiers/underground storage tanks, piping,
dispensers or other underground storage tank
components that may be encountered.
• Health and safety measures for when performing
demolition, grading, or other construction
activities, which may include but are not limited
to, personal protective equipment and periodic
work breathing zone monitoring for volatile
organic compounds using a handheld organic
vapor analyzer in the event impacted soils are
encountered during excavation activities.
• A health risk assessment for any workers that may
come in contact with contaminated soil.
• A soil vapor sample work plan that outlines
potential soil vapor probe installation locations
and depths, and includes a requirement for a
qualified environmental consultant to compare
soil vapor sampling results collected both from the
Prepare a soil vapor
sample work plan
Qualified Environmental
Consultant
1610 West Artesia Boulevard Project Section 4.0
Final Sustainable Communities Environmental Assessment Mitigation Monitoring and Reporting Program 24 May 2024

MITIGATION MEASURES (MMS) IMPLEMENTATION
TIMING

MONITORING/

REPORTING METHODS

RESPONSIBLE FOR

APPROVAL/

MONITORING

VERIFICATION

DATE INITIALS
October 2022 Phase II Environmental Site
Assessment and after the excavation and removal
of soil down approximately 15 feet across the
Project site.
o The results of the soil vapor sampling
shall be presented to the City of Gardena
Building Services Division and Los
Angeles County Fire Department in a
Subsurface Investigation Report
prepared by a qualified environmental
consultant to the Los Angeles County
Fire Department (LACFD) Health and
Hazardous Materials Division (HHMD)
for review and approval.

Submit Subsurface
Investigation Report to
LACFD HHMD for
approval
Los Angeles County Fire
Department (LACFD)
Health and Hazardous
Materials Division
(HHMD)
MM HAZ-3: Hydraulic Lift Removal. Prior to
demolition permit issuance, the Applicant shall
demonstrate to the City of Gardena Building Services
Division that a licensed contractor has been retained
to remove the hydraulic auto lifts to verify that
additional leakage of hydraulic fluid has not occurred
on the surface or below the slab. The Applicant shall
demonstrate to the City of Gardena Building Services
Division a qualified environmental professional has
been retained to conduct follow-up sampling to
confirm no contamination exists. If soil contamination
exists, the impacted soils shall be removed and
handled properly according to the Soil Management
Plan (see MM HAZ-2).

Prior to demolition
permit issuance
Proof of retention of
licensed contractor
Submit copy of followup soil sampling results
City of Gardena Building
Services Division
Licensed Contractor
1610 West Artesia Boulevard Project Section 4.0
Final Sustainable Communities Environmental Assessment Mitigation Monitoring and Reporting Program 25 May 2024

MITIGATION MEASURES (MMS) IMPLEMENTATION
TIMING

MONITORING/

REPORTING METHODS

RESPONSIBLE FOR

APPROVAL/

MONITORING

VERIFICATION

DATE INITIALS
MM HAZ-4: Underground Storage Tank Removal.

Prior to demolition permit issuance, the Applicant
shall demonstrate to the City of Gardena Building
Services Division that a licensed contractor authorized to remove the clarifiers/underground storage tanks
has been retained. The clarifiers/underground
storage tanks shall be pumped out and cleaned prior
to removal. The Applicant and licensed contractor
must obtain all permits required by the Los Angeles
County Public Works, Environmental Programs
Division (DPW EPD). The Applicant shall demonstrate
to the City of Gardena Building Services Division that
a qualified environmental professional has been
retained to conduct follow-up sampling to confirm if
any leaking occurred that caused soil contamination.

If soil contamination exists, then impacted soils shall be removed and handled properly according to the
Soil Management Plan (see MM HAZ-2).

Prior to demolition
permit issuance
Proof of retention of a
licensed contractor
Obtain Los Angeles
County DPW EPD
permits, as necessary
Submit copy of follow
up soil sampling
City of Gardena Building
Services Division
Project Applicant
Licensed Contractor
MM HAZ-5: Soil Vapor Sampling. Prior to building
permit issuance, soil vapor sampling shall be
conducted in accordance with the approved Soil
Management Plan (see MM HAZ-2) to assess the
effectiveness of the source removal (i.e., removal of
soil down to approximately 15 feet across the site).

The soil vapor sampling shall include soil vapor probes to evaluate the remaining soil vapor concentrations
below the parking garage. The soil vapor sampling
findings shall be documented in a Subsurface
Investigation Report that compares soil vapor
sampling results collected both from the October
2022 Phase II Environmental Site Assessment and
Prior to building permit
issuance
Submit a Subsurface
Investigation Report
City of Gardena Building
Services Division and
Los Angeles County Fire
Department (LACFD)
Health and Hazardous
Materials Division
(HHMD)
1610 West Artesia Boulevard Project Section 4.0
Final Sustainable Communities Environmental Assessment Mitigation Monitoring and Reporting Program 26 May 2024

MITIGATION MEASURES (MMS) IMPLEMENTATION
TIMING

MONITORING/

REPORTING METHODS

RESPONSIBLE FOR

APPROVAL/

MONITORING

VERIFICATION

DATE INITIALS
after the excavation and removal of soil down
approximately 15 feet across the Project site. The
Subsurface Investigation Report shall be submitted to
the City of Gardena Building Services Division and Los
Angeles County Fire Department (LACFD) Health and
Hazardous Materials Division (HHMD) for review and
approval.

If the soil vapor sampling concludes that after the
source removal, the Project site contains VOCs at a
concentration exceeding DTSC’s Final Draft
Supplemental Guidance: Screening and Evaluating
Vapor Intrusion Guidance thresholds for residential
uses, a registered design professional, such as a
licensed civil engineer, shall recommend an
engineering control (e.g., impermeable membrane or
passive venting) to prevent concentrations of VOCs
above DTSC’s established thresholds for residential
uses. The Applicant shall show the recommended
engineering control shall be included on the Project’s
building plans and subject to review and approval by
the City of Gardena Building Services Division. The
Applicant shall be required to implement the
recommended engineering control and, at the time of
the final building inspection, the registered design
professional shall furnish a signed statement attesting that the building or structure has been constructed in
accordance with their recommendations to address
the contaminated soil conditions.

If soil vapor sampling
concludes that after the
source removal the
Project site contains
VOCs at a concentration
exceeding DTSC’s
thresholds
At the time of final
building inspection
Verify impermeable
membrane on Project
building plans, if
required
Verify signed statement
that the building has
been constructed in
accordance with the
design professional’s
recommendation, if
required
City of Gardena Building
Services Division
Registered design
professional, as
required
1610 West Artesia Boulevard Project Section 4.0
Final Sustainable Communities Environmental Assessment Mitigation Monitoring and Reporting Program 27 May 2024

MITIGATION MEASURES (MMS) IMPLEMENTATION
TIMING

MONITORING/

REPORTING METHODS

RESPONSIBLE FOR

APPROVAL/

MONITORING

VERIFICATION

DATE INITIALS
If the soil vapor sampling concludes that after the
source removal the Project site contains VOCs at a
concentration below DTSC’s Final Draft Supplemental
Guidance: Screening and Evaluating Vapor Intrusion
Guidance thresholds for residential uses, no further
action shall be required.

NOISE
MM NOI-1: Best Construction Methods. Prior to
issuance of any Demolition or Grading Permit, the City
of Gardena Public Works Department shall verify that
the Project plans and specifications include provisions that require best practice construction methods to be
used during Project construction to ensure that
ambient noise levels at analyzed sensitive receptors
are not elevated by more than 10 dBA Leq over the
measured ambient noise levels at 1608 Artesia Square
during any construction phase. Such methods may
include, but are not limited to:
• Placing advanced exhaust mufflers on internal
combustion engines for all noise-generating
construction equipment, and properly maintaining
equipment to assure that no additional noise, due
to worn or improperly maintained parts, would be
generated.
• Enclosing stationary noise-producing machinery
when operating.

Prior to issuance of any
demolition or grading
permit
Verification of
provisions that require
best practice
construction methods
to be used during
Project construction
City of Gardena Public
Works Department

EXHIBIT A

CITY OF GARDENA
CONDITIONS OF APPROVAL FOR:

Environmental Assessment #21-23; Site Plan Review #7-23; and Density Bonus Request
1610 W. Artesia Blvd. (APN: 6106-013-049)

GENERAL CONDITIONS
GC 1. The applicant accepts all of the conditions of approval set forth in this document and shall sign the acknowledgement. A copy of the signed document shall be submitted to the Community Development Department prior to issuance of any construction permit.

GC 2. Development of this site shall comply with all applicable requirements and regulations of Title 15 (Building and Construction) and Title 18 (Zoning) of the Gardena Municipal Code.

GC 3. The applicant shall comply with all written policies, resolutions, ordinances, and all applicable laws in effect at time of the submittal of the SB 330 application.

The conditions of approval shall supersede all conflicting notations, specifications, and dimensions which may be shown on the project development plans.

GC 4. The floor plan layout shall be in accordance with the plans dated February 14, 2024, as may be modified by these conditions of approval. The final completed project shall be in substantial compliance with the plans upon which the Planning Commission based its decision, as modified by such decision.

Administrative adjustments to the approved plans may be made in accordance with the provisions of Chapter 18.50 of the Gardena Municipal Code.

GC 5. The applicant shall defend, indemnify, and hold harmless the City, its agents, officers, and employees from any claims, actions or proceedings, damages, costs (including without limitation attorneys’ fees), injuries, or liabilities against the City or its agents, officers, or employees arising out of the City’s approval of Environmental Assessment #21-23, Site Plan Review #7-24, and Affordable Housing Agreement. The City shall promptly notify the applicant of any claim, action, or proceeding and the City shall cooperate fully in the defense. If the City fails to promptly notify the applicant of any claim, action, or proceeding, or if the City fails to cooperate fully in the defense, the applicant shall not thereafter be responsible to defend, indemnify, or hold harmless the City. Although the applicant is the real party in interest in action and may be entitled to join in the defense of such City approvals, the City may, at its sole discretion, participate in the defense of any action with the attorneys of its own choosing, but such participation shall not relieve the applicant of any obligation under this Resolution No. 6672

Page 2 ends

condition, including the payment of attorneys’ fees. City shall be entitled to retain separate counsel to represent City and the City’s defense costs for its separate counsel shall be included in applicant’s indemnity obligation, provided that such counsel shall reasonably cooperate with applicant and applicant’s counsel in the defense of such claims. In the event City recovers any attorney’s fees, expert witness fees, costs, interest, or other amounts from the successful defense of claims indemnified herein, applicant shall be entitled to retain such fees and costs.

Residential Development
RD 1. Applicant shall pay a multiple-unit residential development impact fee of $1,000/unit for a total of $283,000 prior to building permit issuance or at the time of the issuance of any certificate of occupancy, in accordance with Chapter

15.48 of the Gardena Municipal Code for each of the market rate units.

California Government Code, Section 66020(d)(1) requires that the project applicant be notified of all fees, dedications, reservations and other exactions imposed on the development for purposes of defraying all or a portion of the cost of public facilities related to development. Fees for regulatory approvals, including Planning processing fees, building permit fees and park development fees, are not included under this noticing requirement. The applicant has ninety (90) days from the date of adoption of this Resolution to protest the impositions described above. The applicant is also notified of the 180-day period from the date of this notice during which time any suit to protest impositions must be filed, and that timely filing of a protest within the 90-day period is a prerequisite.

PLANNING
PL1. The approvals granted herein shall be utilized within a period not to exceed twelve months from the date of approval unless an extension is granted in accordance with the applicable provisions of the Gardena Municipal Code.

Utilization shall involve the issuance of demolition and rough grading permits, the subsequent completion of the work specified within those permits, and attainment of the final clearance from the City.

PL2. These Conditions of Approval, including the mitigation measures, and the signed acknowledgement of acceptance shall be copied in their entirety and placed directly onto a separate plan sheet behind the cover sheet of the development plans prior to Building and Safety plan check submittal. Said copies shall be included in all development plan submittals, including revisions and the final working drawings.

Resolution No. 6672

Page 3 ends

PL3. The applicant shall submit for review and approval detailed landscape and irrigation plans prepared by a licensed landscape architect to the Director of Community Development or designee that is consistent with the State’s Water Efficient Landscape Guidelines. At a minimum, tree size shall be 24-inch box and shrubs shall be five (5) gallon size. Metal cages, painted green, shall be used to protect irrigation check valves and controllers.

PL4. The applicant shall submit a site lighting plan, with photometrics, for review and approval to the Community Development Department prior to the issuance of building permits. The plan shall ensure that all exterior lighting (i.e., parking areas, building areas, and entries) shall employ illumination in a manner that meets the approval of the Building Official and the Director of Community Development or designee before building permits are issued. All light fixtures shall be designed and located in a manner that does not allow spillover onto adjacent properties.

PL5. The apartment management shall maintain landscaping in a healthy and wellkept manner at all times. Dead or damaged landscape material/vegetation shall be replaced immediately per the approved landscape plan. The irrigation system shall be maintained at all times. Trees on the private property shall be permitted to grow to their maximum height.

PL6. Colors and materials as shown on the development plans dated February 14, 2024, are approved. Deviation from colors and materials shall not be made unless approved by the Community Development Director.

PL7. All signage shall comply with the applicable provisions of Chapter 18.58 of the Gardena Municipal Code.

PL8. The applicant/developer shall place all mailboxes in accordance with U.S.

Postal Regulations, as reviewed and approved by the Director of Community Development and the Gardena Postmaster prior to the issuance of a Certificate of Occupancy.

PL9. The applicant shall be required to enter into an agreement for affordable housing in the form attached hereto as Exhibit C, as may be modified by the City Attorney.

PL10. The applicant shall be required to comply with all mitigation measures for the SCEA.

BUILDING & SAFETY
BS1. The applicant shall comply with all applicable portions of the most current Resolution No. 6672

Page 4 ends

California Building Standards Code (Title 24, California Code of Regulations) in effect at the time of permit application.

BS2. The applicant shall obtain separate Building Division including permits for Demolition, Grading, Building, Electrical, Plumbing, Mechanical, and Fences and Walls if required.

BS3. The applicant shall comply with all conditions set forth by other departments and agencies, including but not limited to: Gardena Planning, Gardena Public Works, and Los Angeles County Fire Department.

BS4. The applicant shall comply with the latest adopted Los Angeles County Fire Code and Fire Department requirements, as applicable.

BS5. The applicant shall demonstrate that coverages has been obtained under California’s General Permit for Stormwater Discharges Associated with Construction Activity by providing a copy of the Notice of Intent (NOI) submitted to the State Water Resources Control Board and a copy of the subsequent notification of the issuance of a Waste Discharge Identification (WDID) Number or other proof of filing shall be provided to the Chief Building Official and the City Engineer. Projects subject to this requirement shall prepare and implement a Storm Water Pollution Prevention Plan (SWPPP). A copy of the SWPPP shall be kept at the project site and be available for review on request. Best Management Practices shall be used during construction to prevent construction materials and soil from entering the storm drain.

BS6. The applicant shall submit a Final Priority WQMP to the Building Division for review and approval. This plan shall be in conformance with all current NPDES requirements. The WQMP must implement Low Impact Development (LID) principles such that projects infiltrate, harvest, re-use, evaporation, or bio-treat storm water runoff. Sheet flowing storm-water, without filtering, is no longer acceptable.

BS7. Prior to demolition activities, an Asbestos Hazard Emergency Response Act (AHERA) and California Division of Occupational Safety and Health (Cal/OSHA) certified inspector shall conduct an Asbestos Survey to determine the presence or absence of asbestos containing-materials (ACMs) pursuant to South Coast Air Quality Management District (SCAQMD) regulations.

BS8. A grading plan shall be submitted by the applicant/developer to the Building Official for review and approval. Grading shall be in substantial conformance with the proposed grading that is approved by the Planning Commission.

BS9. The applicant shall provide a complete hydrology and hydraulic study prepared by a qualified engineer, and comply with the recommendations of the engineer, to the satisfaction of the Building Official.

BS10. The applicant shall submit a Final Geotechnical Investigation for City review/approval and comply with its recommendations and any revisions deemed necessary by the City’s Building Official. The Gardena Building Services Division will review construction plans to verify compliance with Resolution No. 6672

Page 5 ends

standard engineering practices, the GMC/CBSC, and the Geotechnical Investigation’s recommendations.

BS11. The applicant shall prepare construction and demolition waste recycling plans for review and approval by the Building Division. The applicant shall enroll in the city’s waste diversion program.

BS12. The applicant shall post procedures and phone numbers at the construction site for notifying the City, local Police Department, and construction contractor (during regular construction hours and off- hours), along with permitted construction days and hours, complaint procedures, and who to notify in the event of a problem.

PUBLIC WORKS – ENGINEERING DIVISION
PW1. All work in the public right of way shall be constructed in accordance with the Standard Plans and Standard Specifications for Public Works Construction, latest edition and the City and State Codes as applicable. This includes supplements thereto and City of Gardena Standard Drawings. All work shall be designed and signed by a registered Civil Engineer or other applicable professional license engineer(s).

PW2. Before undertaking any Encroachment/Excavation within the public right of way, the owner must first obtain the applicable permit from the Public Works Engineering Division.

PW3. The project shall utilize the County’s benchmarks and any controlling survey monumentation (property lines, tract lines, street centerline, etc.) which are at risk of being destroyed or disturbed during the course of the project must be preserved in accordance with Section 8771(b) of the California Business and Professions Code (Professional Land Surveyors Act). Preconstruction field ties, along with the preparation and filling of the required Corner Records or Record of Survey with the County of Los Angeles, shall be accomplished by, or under the direction of, a licensed surveyor or civil engineer authorized to practice land surveying.

Copies of said records shall be furnished to the City Engineering for review and approval prior to issuance of any onsite or offsite construction permit. In addition, any monuments disturbed or destroyed by this project must be reset and post‐ construction Corner Records or Record of Survey filed with the County of Los Angeles. A copy of the recorded documents shall be submitted to the Engineering office for review and approval prior to issuance and/or finalizing any permits within the public right of way.

PW4. Prior to issuance of permits, all public improvements (if any) shall be guaranteed to be installed by the execution of an Agreement for Public Improvements secured by sufficient bond sureties or cash, complete indemnification form, Certification of Insurance (General Liability, Auto & Workers Compensation) Resolution No. 6672

Page 6 ends

naming City of Gardena as additional insured, contractor State License and City Business License.

PW5. The applicant shall coordinate with City Public Works Park’s Superintendent, regarding street tree(s) improvements.

PW6. The applicant shall grind, overlay, and restripe half of the width (eastbound) of West Artesia Boulevard, directly in front of the project site if there is damage to the asphalt caused by the construction of the project.

PW7. The applicant shall provide traffic control plans per WATCH (Work Area Traffic Control Handbook) and/or California MUTCD (California Manual on Uniform Traffic Control Devices) per the latest standard pending proposed controls (permanent‐overnight or temporary). The temporary/permanent traffic control plans shall be prepared by, or under the direction of, a licensed civil engineer or other authorized to practice traffic engineering.

PW8. Public right-of-way access during construction will be limited to material deliveries, no staging, and pedestrian access shall be provided at all times. However, the applicant can apply for an encroachment permit for a variation(s) from this condition which may only be approved by the City Engineer.

PW9. The applicant shall remove and replace all sidewalk, curb & gutter, abandoned driveways, ramps, street and traffic signages along West Artesia Boulevard, directly in front of the project site. All incidental improvements such as traffic markings, re‐painting existing curbs, curb drains, etc. shall also be included.

PW10. The applicant shall provide Street Improvement Plans showing all requirements and submit them to the Public Works Department for review and approval. The Street Improvement Plan shall be stamped and signed by a Civil Engineer Registered in the State of California. An as‐built plan signed and stamped by the Engineer of Record shall be submitted to the Public Works Department prior to finalizing and closing permit. Any deviations from the approved plan will require a submittal of plan revision for the Public Works Department’s review and approval.

CONDITIONS TO REDUCE IMPACTS
GMC1. The applicant shall comply with all applicable requirements set forth in Gardena Municipal Code section 18.42.200 relating to pre-permit requirements.

GMC2. The applicant shall comply with all requirements set forth in Gardena Municipal Code section 18.42.210 relating to post-permit requirements.

GMC3. If paint is separated from building materials (chemically or physically) during demolition of the structures, the paint waste shall be evaluated independently from the building material by a qualified Environmental Professional. A Resolution No. 6672

Page 7 ends

portable, field X-ray fluorescence (XRF) analyzer shall be used to identify the locations of potential lead paint, and test accessible painted surfaces. The qualified Environmental Professional shall identify the likelihood that lead is present in concentrations greater than 1.0 milligrams per square centimeter (mg/cm2) in/on readily accessible painted surfaces of the buildings. If leadbased paint is found, a qualified Lead Specialist shall complete abatement prior to any activities that would create lead dust or fume hazard. Potential methods to reduce lead dust and waste during removal include wet scraping, wet planning, use of electric heat guns, chemical stripping, and use of local HighEfficiency Particulate Air (HEPA) exhaust systems. Lead-based paint removal and disposal shall be performed in accordance with California Code of Regulation Title 8, §1532.1, which specifies exposure limits, exposure monitoring and respiratory protection, and mandates good worker practices by workers exposed to lead. Contractors performing lead-based paint removal shall provide evidence of abatement activities to the City Engineer.

GMC4. There shall be no outdoor lighting for construction beyond 6:00 p.m.

GMC5. The applicant shall use Tier 4 Final equipment or better for all engines above 50 horsepower.

GMC6. Construction hours shall be limited from 7:00 a.m. to 6:00 p.m. Monday through Friday and from 9:00 a.m. to 6:00 p.m. on Saturday. No construction may take place on Sundays or federal holidays..

GMC7. The applicant shall post procedures and phone numbers at the construction site for notifying the City staff, local Police Department, and construction contractor (during regular construction hours and off-hours), along with permitted construction days and hours, complaint procedures, and who to notify in the event of a problem.

GMC8. The applicant shall notify neighbors and occupants within 300 feet of the project construction area at least 30 days in advance of anticipated times when noise levels are expected to exceed limits established in the noise element of the general plan or noise ordinance. This condition will be satisfied by providing mailed notice at least thirty (30) days prior to the expected start date of demolition. No further notification will be needed during construction of the project.

GMC9. The applicant shall designate an on-site construction complaint and enforcement manager for the project.

Resolution No. 6672

Page 8 ends

GMC10. The applicant shall ensure that construction equipment is properly maintained per manufacturers’ specifications and fitted with the best available noise suppression devices (e.g., improved mufflers, equipment redesign, use of intake silencers, ducts, engine enclosures, and acoustically attenuating shields or shrouds silencers, wraps). All intake and exhaust ports on power equipment shall be muffled or shielded.

GMC11. The applicant shall use hydraulically or electrically powered tools (e.g., jack hammers, pavement breakers, and rock drills) for project construction to avoid noise associated with compressed air exhaust from pneumatically powered tools. However, where use of pneumatic tools is unavoidable, an exhaust muffler on the compressed air exhaust should be used; this muffler can lower noise levels from the exhaust by up to about 10 dBA. External jackets on the tools themselves should be used, if such jackets are commercially available, and this could achieve a further reduction of 5 dBA. Quieter procedures should be used, such as drills rather than impact equipment, whenever such procedures are available and consistent with construction procedures.

GMC12. The applicant shall use equipment and trucks with the best available noise control techniques (e.g., improved mufflers, equipment redesign, use of intake silencers, ducts, engine enclosures, and acoustically attenuating shields or shrouds, wherever feasible) for project construction.

GMC13. The applicant shall submit an acoustical analysis that shows compliance with the interior noise standards of GMC Section 8.36.050, to the Gardena Building Division for review and approval prior to the issuance of a building permit.

GMC14. The applicant shall submit a traffic control plan to the City’s Public Works’s Department for review and approval prior to the issuance of building permits.

GOLDEN STATE WATER COMPANY
GS1. The applicant shall contact Golden State Water Company for review of the existing water main once Los Angeles County Fire Department has issued their fire protection requirements on the project to initiate application for new service installation.

LOS ANGELES COUNTY FIRE DEPARTMENT
FD1. The applicant shall submit plans and specifications to the County of Los Angeles Fire Department Fire Prevention Engineering Section Building Plan Check Unit for review prior to building permit issuance.

Resolution No. 6672

Page 9 ends

LOS ANGELES COUNTY SANITATION DISTRICTS
SD1. The applicant shall pay a connection fee before a permit to connect to the sewer is issued. For more specific information regarding the connection fee application procedure and fees, please contact the Connection Fee Counter at (562) 908- 4288, extension 2727.

The Picerne Group, certifies that it has read, understood, and agrees to the Project Conditions listed herein.
____________________________________________
The Picerne Group, Representative
By______________________________________
Dated__________________________________
TPG 1610 ARTESIA

DEVELOPMENT APPLICATION
FEBRUARY 14, 2024
*THIS DESIGN IS CONCEPTUAL IN NATURE. THE INFORMATION AND NUMBERS PROVIDED ARE SUBJECT TO CHANGE, PENDING VERIFICATION BY CLIENT AND AUTHORITIES HAVING JURISDICTION.

SITE
The proposed project site is approximately 3.43 ac, bounded by Artesia Blvd. to the north, Dominguez Channel to the south, adjacent to a single-story commercial building with surface parking to the west, and 3-Story multi-family community to the east. The land is currently occupied by two single-story retail buildings with surface parking.The proposed project is a 6 story 300 unit luxury apartment building, with 5 levels of residential apartment (type III) over 1 level on-grade parking garage and 1 level of sub-terranean parking (type I). The project will consist of Studios, One-Bedrooms and Two-Bedroom units ranging from 515 s.f. to 1,280 s.f. The site is accessed via a driveway entrance from Artesia Blvd. which directs residents and guests to the two garage entries. A sales office (leasing center) is easily accessible from the guest parking area and the pedestrian access provided along Artesia Blvd. Located on the ground level are resident storage areas, bike parking, dog spa, and a secured move-in area. The podium level contains a dramatic and generously sized resort style courtyard with multiple pools for relaxation and exercise. The club room, fitness, and business center are located directly off the courtyard to encourage an indoor outdoor experience and provide views out to the lush landscaping. In addition to the courtyard amenities, a golf lounge is located at the podium level with views to the west, where residents can relax, entertain, and enjoy a round of simulated golf.A roof-deck lounge located on the 5th level of the building provides residents an outdoor experience to relax and enjoy the sunset views of the city and San Gabriel mountains.The architectural style is responsive to the existing commercial and industrial history of the surrounding neighborhood. Simple contemporary forms, clad in cementitious panels, and brick veneer, create a building with texture and character that is complementary to the neighborhood. A warm color palette of deep reds and warm grays is used to bring importance to the primary façade elements while remaining respectful of the surrounding context.

PROJECT DESCRIPTION

VICINITY MAP
1610 ARTESIAGARDENA, CALIFORNIATCA # 2021-068
FEBRUARY 14, 2024

DEVELOPMENT APPLICATION
G-0.1 PROJECT INDEX

ARTESIA BLVD RTESIA BLVD

DENKER AVE DENKER AVE DALTON AVE S

DALTON AVE WESTERN AVE S WESTERN AVE
G-0.1G-0.2G-0.3A-0.1A-1.1A-1.2A-1.3A-1.4A-1.5A-1.6A-1.7A-1.8A-2.1A-2.2A-2.3A-2.4A-3.1A-4.1123456789101112 PROJECT INDEXPROJECT SUMMARIES PROJECT PERSPECTIVE - VIEW FROM ARTESIA BLVD.

COVER PAGE
ARCHITECTURAL SITE PLANBUILDING PLANS B1 - BASEMENT FLOOR PLAN BUILDING PLAN LEVEL 1 - GROUND FLOOR PLANBUILDING PLAN LEVEL 2 - PODIUM FLOOR PLANBUILDING PLAN LEVEL 3 - FLOOR PLANBUILDING PLAN LEVEL 4 - FLOOR PLANBUILDING PLAN LEVEL 5 - FLOOR PLANBUILDING PLAN LEVEL 6 - FLOOR PLANBUILDING PLAN - ROOF PLANBUILDING ELEVATIONS - NORTH ELEVATIONBUILDING ELEVATIONS - EAST ELEVATIONBUILDING ELEVATIONS - SOUTH ELEVATIONBUILDING ELEVATIONS - WEST ELEVATIONBUILDING SECTIONS - A & B SECTIONSMATERIALS BOARDGROUND + POOL LEVEL - COMPOSITE LANDSCAPE PLANGROUND LEVEL - CONCEPT PLANPOOL LEVEL - CONCEPT PLANCHARACTER IMAGESTREE PALETTESHRUB PALETTESHRUB PALETTESHRUB PALETTESHRUB PALETTEGROUND LEVEL - OVERALL TREE PLANPOOL LEVEL - OVERALL TREE PLANHYDROZONE PLAN - OVERALL INDEX
GENERAL:

ARCHITECTURE:

LANDSCAPE:

TCA Architects18821 Bardeen AveIrvine, CA 92612 Contact: Cory BittingThe Picerne Group5000 Birch St. East Tower, Suite 600Newport Beach, CA 92660 Contact: Satish Lion P: 949.862.0270
www.tca-arch.com
[email protected]
P: 949.267.1504P: 949.910.3428
www.thepicernegroup.com
[email protected]

PROJECT TEAM
ARCHITECT:

DEVELOPER:

TAIT & Associates, Inc.801 N Parkcenter DriveSanta Ana, CA 92705 Contact: David Sloan, PEFirst Circle Design, Inc.3187 Airway Avenue, Building C,Costa Mesa, CA 92626 Contact: David ShemaPyroComm Systems, Inc.3187 Airway Avenue, Building C,Costa Mesa, CA 92626 Contact: Robert Herman P: 714.560.8643 P: 562.547.0705
www.tait.com
[email protected]
P: 949.681.0500
C: 626.399.9676
www.fi rstcircledesign.com
david@fi rstcircledesign.com
P: 949.900.3460
C: 310.427.0389
www.pyrocomm.com
[email protected]
CIVIL ENGINEER:

LIGHTING:

SECURITY:

Lifescapes International Inc4930 Campus DriveNewport Beach, CA 92660 Contact: Mike Meyers P: 949.476.8888 Ext. 217
P: 949-351-4389
www.lifescapesintl.com
[email protected]
LANDSCAPE ARCHITECT:

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FEBRUARY 14, 2024

DEVELOPMENT APPLICATION
G-0.2
GARAGE:CONSTRUCTION TYPE: I-AOCCUPANCY TYPE: S-2PRIMARY STRUCTURAL FRAME: 2-HOURSBEARING WALLS: 2-HOURSNON-BEARING WALLS: NON-RATEDFLOOR CONSTRUCTION: 2-HOURSROOF CONSTRUCTION: 1-HOUREXTERIOR WALL AGAINST APT: 2-HOURSAPARTMENTS AND RESIDENTIAL AMENITIESCONSTRUCTION TYPE: III-AOCCUPANCY TYPE: R-2 B (LEASING/AMENITIES) A-3 (CLUB ROOM)PRIMARY STRUCTURAL FRAME: 1-HOURBEARING WALLS (EXTERIOR): 2-HOURSBEARING WALLS (INTERIOR): 1-HOURNON-BEARING WALLS (INTERIOR): NON-RATEDFLOOR CONSTRUCTION: 1-HOURROOF CONSTRUCTION: 1-HOURFIRE WALLS: 3-HOURS

PROJECT SUMMARIES
PROJECT ADDRESS:1610 Artesia BlvdAPN:6106-013-049ZONING:R-6, very high density multi-family residentialEXISTING LAND USE:Commercial, surface parkingPROPOSED LAND USE:Multi-family ResidentialTYPES OF CONSTRUCTION:Type III-A Residential, Residential AmenitiesType I Parking GarageNFPA-13 fire sprinkler system throughout.OCCUPANCY CLASSIFICATION:R-2 Residential UnitsB LeasingA-3 Residential AmenitiesS-2 Garage (Mechanically Ventilated), StorageSITE AREA: 149,602 SF

3.43 ac
BUILDING AREAS:Floor Area (per zoning code)* 357,602 SFGross Building Area 587,933 SF*The gross horizontal areas of the several floors of a building, excluding areas used for accessory garage purposes and such basement and cellar areas as are devoted exclusively to uses accessory to the operation of the building. All horizontal dimensions shall be taken from the exterior faces of walls, including walls or other enclosures of enclosed porches.ALLOWED DENSITY (PER R-6): Min Density 51 du/ac, 175 unitsMax Density 70 du/ac, 240 unitsPROPOSED DENSITY:Proposed Density 87.5 du/ac, 300 unitsBUILDING HEIGHT LIMITATION (PER R-6):Height Limit 75’-0” (usable) 80’-0” (architecture projection)
PROPOSED BUILDING HEIGHTProposed Height*Measured from lowest grade 84’-6”, 6-STORIES REQUIRED SETBACKS:Front yard (Artesia Blvd): 10’-0”Side yard: 5’-0” (first 2 stories) 10’-0” (above 2nd story)
Rear yard: 5’-0”PROPOSED SETBACKS:Front yard (Artesia Blvd): 10’-0” Side yard: 5’-0” (first two stories) 10’-0” (above 2nd story)
Rear yard: 5’-0”

PROJECT DATA BUILDING GROSS AREAS CODE ANALYSIS

AMENITY AREAS

OPEN SPACE

UNIT SUMMARYSTORAGEPARKING SUMMARY
1610 ARTESIA
GARDENA, CALIFORNIATCA # 2021-068
FEBRUARY 14, 2024
DEVELOPMENT APPLICATION PERSPECTIVE G-0.3

VIEW FROM ARTESIA
*LANDSCAPING IN RENDER IS CONCEPTUAL AND MAY NOT REPRESENT THE ACTUAL PLANTING OR LOCATION.

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DEVELOPMENT APPLICATION
A-0.1

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$
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6(7%$&.$%91'/9/

20’
40’
80’
LOBBY / LEASING / AMENITYRESIDENTIAL VERT. CIRC.

KEY

PARKINGBOH
1610 ARTESIAGARDENA, CALIFORNIATCA # 2021-068
FEBRUARY 14, 2024
DEVELOPMENT APPLICATION BUILDING PLANS A-1.6
LEVEL 5
23(172%(/2:

$57(6,$%/9'
23(172%(/2:
(/(9
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%$&.

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75$6+
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6(7%$&.$%91'/9/

20’
40’
80’
LOBBY / LEASING / AMENITYRESIDENTIAL VERT. CIRC.

KEY

PARKINGBOH
1610 ARTESIAGARDENA, CALIFORNIATCA # 2021-068
FEBRUARY 14, 2024
DEVELOPMENT APPLICATION BUILDING PLANS A-1.7
LEVEL 6

STAIR TO ROOF

ROOF LEGEND

MECHANICAL EQUIPMENTUTILTIY SHAFT TO ROOF
522)'(&.$:1,1*
%(/2:
/2:522)
75$6+&+87(
9(17,/$7,216+$)7
5$,6('3/$7(+(,*+76$7&251(581,767<3,&$/
/,1(2)&255,'25%(/2:
$:1,1*
$57(6,$%/9'
$:1,1*
$:1,1*
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$:1,1*
/2:522)
/2:522)
/,1(2)&255,'25%(/2:
0(&+$1,&$/(48,30(17213/$7)2507<3
5$,6('3/$7(+(,*+76$7
&251(581,767<3,&$/
$:1,1*
67$,5

+$7&+$&&(66

67$,5
522)$&&(66
67$,5
522)$&&(66
75$6+&+87(
9(17,/$7,216+$)7
322/&2857<$5'%(/2:
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9(17,/$7,216+$)7
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+$7&+$&&(66

(/(929(55817<3
(/(929(55817<3
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723
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723
723
723
723 723 723
723
723 723 723 723 723
723
20’
40’
80’
1610 ARTESIAGARDENA, CALIFORNIATCA # 2021-068
FEBRUARY 14, 2024
DEVELOPMENT APPLICATION BUILDING PLANS A-1.8

ROOF PLAN
!"
!# !$ !% !& !'
"&()*+ "*()"+ "*()"+ "*()"+ "#()"+
"*()"+ "*()"+ "*()"+ "*()"+
,!-./0/!
10234!.05
"*()"+
""()"+
,!3562-7
!'
"&()*+
8%()'+

.943!:/7;!73!<12;20:
=>=>!#8>8?(
=>=>!$%>$*(
@. /7!<12;20:!A2:A3B
16’
32’
64’
1610 ARTESIAGARDENA, CALIFORNIATCA # 2021-068
FEBRUARY 14, 2024
DEVELOPMENT APPLICATION BUILDING ELEVATIONS A-2.1

NORTH ELEVATION
1) NORTH ELEVATION
2) PERSPECTIVE VIEW FROM MAIN ENTRY
ARTESIA BLVD.

KEY PLAN
1 2
*LANDSCAPING IN RENDER IS CONCEPTUAL AND MAY NOT REPRESENT THE ACTUAL PLANTING OR LOCATION.

MATERIAL LEGEND: CEMENTITIOUS PANEL FACE BRICK VENEER EXTERIOR PLASTER STORE-FRONT VINYL WINDOWS METAL AWNING METAL RAILING GLASS RAILING GARAGE SCREENS PROPOSED SIGN LOCATIONSCP-1:FB-1P-1SF-1:W-1:A-1:R-1:GR-1:G-1:SN-1:

A-1 SN-1 G-1 CP-1 P-1 W-1 R-1 W-1 P-1 SN-1 CP-1 SF-1 SF-1 GR-1 FB-1 A-1 SF-1 SF-1 GR-1 !$
!% !& !' !"
"&()*+ "*()"+ "*()"+ "*()"+ "#()"+
"*()"+ "*()"+ "*()"+ "*()"+
,!-./0/!
10234!.05
"*()"+
""()"+
,!3562-7
!'
.943!:/7;!73!<12;20:
=>=>!#8>8?(
!#
=>=>!$%>$*(
"&()*+
8%()'+

@. /7!<12;20:!A2:A3B
16’
32’
64’
1610 ARTESIAGARDENA, CALIFORNIATCA # 2021-068
FEBRUARY 14, 2024
DEVELOPMENT APPLICATION BUILDING ELEVATIONS A-2.2

EAST ELEVATION
ARTESIA BLVD.

KEY PLAN
1 2
1) EAST ELEVATION
2) PERSPECTIVE VIEW FROM ARTESIA BLVD.
*LANDSCAPING IN RENDER IS CONCEPTUAL AND MAY NOT REPRESENT THE ACTUAL PLANTING OR LOCATION.

SF-1 GR-1 CP-1 P-1 R-1 G-1 R-1 P-1 W-1 CP-1 A-1 W-1 P-1 G-1 P-1 A-1 P-1 CP-1 SN-1 SF-1 !"
!# !$ !% !& !'
"&()*+ "*()"+ "*()"+ "*()"+ "#()"+
"*()"+ "*()"+ "*()"+ "*()"+
,!-./0/!
10234!.05
"*()"+
""()"+
,!3562-7
!'
"&()*+
8%()'+

.943!:/7;!73!<12;20:
=>=>!#8>8?(
=>=>!$%>$*(
@. /7!<12;20:!A2:A3B
16’
32’
64’
1610 ARTESIAGARDENA, CALIFORNIATCA # 2021-068
FEBRUARY 14, 2024
DEVELOPMENT APPLICATION BUILDING ELEVATIONS A-2.3

SOUTH ELEVATION
ARTESIA BLVD.

KEY PLAN
1 2
1) SOUTH ELEVATION
2) PERSPECTIVE VIEW
*LANDSCAPING IN RENDER IS CONCEPTUAL AND MAY NOT REPRESENT THE ACTUAL PLANTING OR LOCATION.

A-1 SN-1 CP-1 G-1 R-1 P-1 R-1 P-1 A-1 G-1 W-1 P-1 W-1 CP-1 SF-1 "&()*+ "*()"+ "*()"+ "*()"+ "#()"+
"*()"+ "*()"+ "*()"+ "*()"+
,!-./0/!
10234!.05
"*()"+
""()"+
,!3562-7
!'
"&()*+
8%()'+

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.943!:/7;!73!<12;20:
=>=>!#8>8?(
=>=>!$%>$*(
@. /7!<12;20:!A2:A3B
16’
32’
64’
1610 ARTESIAGARDENA, CALIFORNIATCA # 2021-068
FEBRUARY 14, 2024
DEVELOPMENT APPLICATION BUILDING ELEVATIONS A-2.4

WEST ELEVATION
ARTESIA BLVD.

KEY PLAN
1 2
1) WEST ELEVATION
2) PERSPECTIVE VIEW
*LANDSCAPING IN RENDER IS CONCEPTUAL AND MAY NOT REPRESENT THE ACTUAL PLANTING OR LOCATION.

SF-1 A-1 CP-1 SN-1 GR-1 P-1 A-1 R-1 W-1 P-1 SN-1 R-1 P-1 W-1 SF-1 P-1 R-1 W-1 CP-1 SF-1 A-1 /(9(/
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522)

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))

20’
40’
80’
A
A
B B
1610 ARTESIAGARDENA, CALIFORNIATCA # 2021-068
FEBRUARY 14, 2024

DEVELOPMENT APPLICATION
A-3.1

BUILDING SECTION - A

BUILDING SECTION - B
ARTESIA BLVD.

KEY PLAN

BUILDING SECTIONS

SECTIONS A & B
1610 ARTESIA
GARDENA, CALIFORNIATCA # 2021-068
FEBRUARY 14, 2024
DEVELOPMENT APPLICATION MATERIALS BOARD A-4.1
P-1 EXTERIOR PLASTERACCENT COLORS PRIMARY COLORS A-1 METAL AWNINGS G-1 GARAGE SCREENS GR-1 GLASS RAILINGS R-1 METAL RAILINGS CP-1 CEMENTITIOUS PANEL SF-1 STOREFRONT
METALS
(RAILINGS/AWNINGS/TRIM)

RAILINGS
OMEGA PRODUCTS - EXTERIOR PLASTER 20/30 SAND FINISH OR SIMILAR

SHERWIN-WILLIAMS
SW6258 - TRICORN BLACK
OR SIMILAR.

SHERWIN-WILLIAMS
SW7004 - SNOWBOUND
OR SIMILAR.

SHERWIN-WILLIAMS
SW6254 - LAZY GRAY
OR SIMILAR.

SHERWIN-WILLIAMS
SW7068 - GRIZZLE GRAY
OR SIMILAR.

SHERWIN-WILLIAMS
SW6989 - DOMINO
OR SIMILAR.

FB-1 BRICK VENEER
FIRECLAY - FRONT RANGE COLOR - 2.5X11.5 BRICK TILEOR SIMILAR EQUITONE (Natura) Color: N359 Ruby Red or Similar
30’
60’
120’
1 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 9, 2024
DEVELOPMENT APPLICATION GROUND + POOL LEVEL

COMPOSITE LANDSCAPE PLAN

WATER QUALITY AREA

PET ACTIVITY AREA

PODIUM LEVEL
SEE SHEET 3

VINE POCKETS ALONG
WALL

UTILITY AREA

SHORT TERM BIKE STORAGE

LINE OF SIGHT

ALL SHRUBS TO BE
MAINTAINED AT A 24”

MAXIMUM HEIGHT WITHIN
THIS LIMITED USE AREA.

REFER TO CIVIL PLANS FOR

AREA LIMITS

GROUND LEVEL
SEE SHEET 2

PET RELIEF AREA

LANDSCAPE TO CONFORM TO CITY LANDSCAPE
STANDARDS UNDER GMC SECTION 18.42.075

TOTAL LANDSCAPE AREA

BOTH LEVELS
PLANTING : 23,041 S.F.

ARTIFICAL TURF : 3,220 S.F.

DECOMPOSED GRANITE : 1,968 S.F.

WATER (POOLS/SPA) : 3,147 S.F.
30’
60’
120’
2 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 9, 2024

DEVELOPMENT APPLICATION

OUTDOOR LOBBY

DECORATIVE POTTERY

STEPS TO LEASING PATIO

PARKWAY PLANTING WITH
SHRUBS

CIRCULATION WALK

ENHANCED VEHICULAR
PAVING

RAISED ROUND PLANTERS IN

PLANTER
COBBLE

RAISED PLANTERS
12”- 48” HIGH

ARTIFICAL TURF PET RELIEF AREA
65S.F. W/ HEDGE SCREEN
(CORFORMS TO GMC 18.42.190)

FIRE ACCESS BARRIER

DOG ACTIVITY AREA AND USABLE
OPEN SPACE 1,682 S.F.

ENHANCED PEDESTRIAN PAVING

UTILITY/TRANSFORMERS

SHORT TERM BIKE STORAGE
(4 BIKES)

DECOMPOSED GRANITE WALK PATH

VINE ARBORS

WATER QUALITY AREA

RETAINING WALL

GROUND LEVEL

CONCEPT PLAN

TOTAL LANDSCAPE AREA

GROUND LEVEL
PLANTING : 15,485 S.F.

ARTIFICAL TURF : 2,040 S.F.

DECOMPOSED GRANITE : 1,968 S.F.
20’
40’
80’
3 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 9, 2024

DEVELOPMENT APPLICATION POOL LEVEL

CONCEPT PLAN

POOL ENTRY AND

BARRIER

BBQ AREA

OUTDOOR FITNESS WITH

CONNECTION TO FITNESS ROOM

AND POOL

LOUNGE POOL
24’ X 40’

SPA POOL
12’ X 22’
POOL BARRIER 5’ HIGH WITH

SELF CLOSING GATES
OUTDOOR FITNESS AREAS (TYP.)

POOL DECK

LAP POOL
24’ X 75’

OUTDOOR SITTING AREA

FIRE PIT LOUNGE
BBQ AREAS (TYP.)
RAISED PLANTERS 30” HIGH

DOUBLE SIDED FIRE PLACE

CONNECTION TO OUTDOOR SPACES

TOTAL LANDSCAPE AREA

PODIUM LEVEL
PLANTING : 7,556 S.F.

ARTIFICAL TURF : 1,180 S.F.

WATER : 3,147 S.F.
4 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 9, 2024

DEVELOPMENT APPLICATION CHARACTER IMAGES
5 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 9, 2024

DEVELOPMENT APPLICATION TREE PALETTE

AGAVE SPECIE
AGAVE

BUTIAGRUS NABONNANDI

MULE PALM

MAGNOLIA GRANDIFLORA
‘LITTLE GEM’

LITTLE GEM SOUTHERN MAGNOLIA

AGONIS FLEXUOSA

PEPPERMINT TREE

CASSIA LEPTOPHYLLA

GOLD MEDALLION TREE

MICHELIA CHAMPACA

CHAMPACA

ALOE BANSEII

TREE ALOE

CYCAS THOURII

MADAGASGAR CYCAD

OLEA EUROPEA
OLIVE

ARBUTUS MARINA

MARINA STRAWBERRY TREE

ARCHONTOPHOENIX

ALEXANDREA

KING PALM

DRACENA DRACO

DRAGON TREE

YUCCA FAXONIANA

SPANISH DAGGER

YUCCA ROSTRATA

BEAKED YUCCA

TECOMA STANS

YELLOW BELLS

QUERCUS ILEX

HOLLY OAK

METROSIDEROS EXCELSA

NEW ZEALAND CHRISTMAS TREE

WASHINGTONIA FILIFERA

CALIFORNIA FAN PALM

SOPHORA SECUNDIFLORA

TEXAS MOUNTAIN LAUREL

PARKINSONIA X
‘DESERT MUSEUM’

DESERT MUSEUM PALO VERDE

SCHINUS MOLLE

CALIFORNIA PEPPER TREE

RHUS LANCEA

AFRICAN SUMAC

PHOENIX DACTYLIFERA
‘MEDJOOL’

MEDJOOL DATE PALM

SYAGRUS ROMANZOFFIANA

QUEEN PALM

TRISTANIA CONFERTA

BRISBANE BOX
6 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 9, 2024

DEVELOPMENT APPLICATION SHRUB PALETTE
AGAVE ‘BLUE GLOW’
AGAVE

ABELIA X GRANDIFLORA

GLOSSY ABELIA
APTENIA ‘RED APPLE’

ICE PLANT (RED APPLE)

ARBUTUS UNEDO

STRAWBERRY TREE

AGAVE ATTENUATA
AGAVE

ALOE BAINSEII
ALOE

ALOE SPECIES
ALOE

AUCUBA JAPONICA

JAPANESE AUCUBA
BAMBUSA SPP.

BAMBOO

BIGNONIA CAPREOLATA

CROSSVINE
BOUGAINVILLEA SPP.

BOUGAINVILLEA

CALLIANDRA

HAEMATOCEPHALA

PINK POWDER PUFF

CALLISTEMON VIMINALIS
‘LITTLE JOHN’

LITTLE JOHN BOTTLEBRUSH

CAMELLIA JAPONICA

CAMELLIA

CAMELLIA SASANQUA

SASANQUA CAMELLIA
CISTUS ‘MICKIE’

ROCKROSE

CARISSA GRANDIFLORA
‘GREEN CARPET’

GREEN CARPET NATAL PLUM

CESTRUM NOCTURNUM

NIGHT JESSAMINE

CHAMAEROPS HUMILIS

MEDITERRANEAN FAN PALM
COTYLEDON SPP.

COTYLEDON
CRASSULA SPP.

CRASSULA

CUPHEA HYSSOPIFOLIA

FALSE HEATHER

CUPHEA IGNEA

CIGAR PLANT

CUPHEA LLAVEA

BAT FACED CUPHEA

CYCAS THOUARSII

MADAGASCAR SAGO

DALEA CAPITATA
‘SIERRA GOLD’

LEMON DALEA

COPROSMA REPENS

MIRROR PLANT

DISTICTIS BUCCINATORIA

BLOOD RED TRUMPET VINE
DISTICTIS ‘RIVERS’

ROYAL TRUMPET VINE

DODONAEA VISCOSA

HOPSEED BUSH

DODONAEA VISCOSA
‘PURPUREA’

PURPLE HOPSEED BUSH
DOMBEYA SPP.

DOMBEYA

DORYANTHES PALMERI

SPEAR LILY

CYCAS REVOLUTA

SAGO PALM
ACORUS GRAMINEUS ‘OGON’

GOLDEN VARIEGATED

SWEET FLAG

AGAPANTHUS SPECIE

LILY OF THE NILE

BACCHARIS PILULARIS
‘PIGEON POINT’

DWARF COYOTE BRUSH

COPROSMA REPENS
‘MARBLE QUEEN’

DWARF VARIEGATED

MIRROR PLANT

CORDYLINE AUSTRALIS

CABBAGE TREE

CUPHEA AUREA

GOLDEN CUPHEA
DRACENA CVS.

DRACENA
ECHEVERIA SPP.

HENS AND CHICKENS

ECHIUM CANDICANS

PRIDE OF MADEIRA
7 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 9, 2024

DEVELOPMENT APPLICATION SHRUB PALETTE

GAZANIA

TREASURE FLOWERS

GERANIUM INACUM

CARPET GERANIUM
GRAPTOPETALUMA SPP.

GRAPTOPETALUM
GREVILLEA SPP.

GREVILLEA

HIBISCUS ROSA-SINENSIS

CHINESE HIBISCUS
LAGERSTROEMIA SPP.

CRAPE MYRTLE

LANTANA CAMARA

LANTANA

LANTANA HYBRIDS

HYBRID LANTANA

LEUCOPHYLLUM FRUTESCENS

PURPLE SAGE

JASMINUM SAMBAC

ARABIAN JASMINE
JUNIPERUS SPP.

JUNIPER

JUSTICA BRANDEGEANA

SHRIMP PLANT
KALANCHOE SPP.

KALANOCHE

LIGUSTRUM JAPONICUM

JAPANESE PRIVET

LOROPETALUM CHINESE

FRINGE FLOWER

LOTUS BERTHELOTII
PARROT’S BEAK

MACROZAMIA MOOREI

NEW SOUTH WALES

MACROZAMIA
MANDEVILLA CVS.

ALICE DUPONT ETC.

MANDEVILLA SPLENDENS

MANDEVILLA

MONSTERA DELICIOSA

SPLIT LEAF PHILODENDRON

HARDENBERGIA VIOLACEA
‘MINI HAHA’

MINI HAHA PURPLE VINE LILAC
HEBE SPP.

HEBE
GARDENIA SPP.

GARDENIA
FURCRAEA SPP.

FURCRAEA

HESPERALOE PARVIFLORA
‘BRAKELIGHTS’

MOUNTAIN STATES RED YUCCA

HERNIARIA GLABRA

GREEN CARPET

ELAEAGNUS PUNGENS

SILVERBERRY
ERIOBOTRYA ‘COPPERTONE’

COPPERTONE LOQUAT

EUONYMUS FORTUNEI

PURPLE WINTER CREEPER

EUPHORBIA INGENS

CANDELABRA TREE

FATSIA JAPONICA

JAPENESE ARALIA

FICUS PUMILA

CREEPING FIG
FRAGARIA SPP.

STRAWBERRY

HEMEROCALLIS
‘PURPLE DE ORO’

DAYLILY

KNIPHOFIA UVARIA

RED HOT POKER

MURRAYA EXOTICA

ORANGE JESSAMINE

MYOPORUM PARVIFOLIUM

MYOPORUM

NANDINA DOMESTICA
‘PURPUREA’

HEAVENLY BAMBOO

NANDINA DOMESTICA
‘FIREPOWER’

HEAVENLY BAMBOO

NERIUM OLEANDER

OLEANDER
OSMANTHUS SPP.

SWEET OLIVE/OSMANTHUS

PACHYSANDRA TERMINALIS

JAPANESE SPURGE

PANDOREA JASMINOIDES

BOWER VINE

MYOPORUM PARVIFOLIUM

YAREENA

CREEPING MYOPORUM
OLEA ‘LITTLE OLLIE’

DWARF FRUITLESS OLIVE
8 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 9, 2024

DEVELOPMENT APPLICATION SHRUB PALETTE

PORTULACARIA AFRA
‘AUREA’

YELLOW RAINBOW BUSH

RHAPHIOLEPIS UMBELLATA
’MINOR’

YEDDO HAWTHORNE

ROSMARINUS OFFICINALIS

ROSEMARY

RUELLIA BRITTONIANA

MEXICAN PETUNIA
RUELLIA ‘LITTLE KATIE’

DWARF RUELLIA
ROSMARINUS CVS.

ROSEMARY
PLUMERIA SPP.

FRANGIPANI

PLUMBAGO AURICULATA

CAPE PLUMBAGO

PODOCARPUS

MACROPHYLLUS

YEW PINE

POLYGALA FRUITCOSA
‘PETITE BUTTERFLY”

PETITE BUTTERFLY PEA
SHRUB
PROTEA SPP.

PROTEA

PRUNUS LAUROCERASUS

ENGLISH LAUREL

RHAPHIOLEPIS UMBELLATA

YEDOO HAWTHORN

RHAPIS EXCELSA

LADY PALM

RHOICISSUS CAPENSIS

EVERGREEN GRAPE

ROSA BANKSIAE

LADY BANKS ROSE

ROSA HYBRIDS
ROSE

RHAPHIOLEPIS INDICA

INDIAN HAWTHORN

PHILODENDRON

BIPINNATIFIDUM

TREE PHILODENDRON

PHILODENDRON XANADU

XANADU PHILODENDRON

PHILODENDRON EVANSII
EVAN’S PHILODENDRON

PHOTINIA FRASERI

FRASER PHOTINIA

PHYLLOSTACHYS SPECIES

BAMBOO (PHYLLOSTACHYS)

PITTOSPORUM TENUIFOLIUM

FISH POLE BAMBOO

PITTOSPORUM TOBIRA

MOCK ORANGE

PLECOSTACHYS

SERPYLLIFOLIA

STRAW FLOWER
PLEIOBLASTUS SPP.

DWARF BAMBOO

PELARGONIUM PELTATUM

IVY GERANIUM

PHYLA NODIFLORA

PITTOSPORUM CRASSIFOLIUM

EVERGREEN PITTOSPORUM

RUSSELIA EQUISETIFORMIS

CORAL FOUNTAIN
SABAL SPP.

PALMETTO

SENECIO SERPENS

BLUE CHALKSTICKS

SEMPERVIVUM TECTORUM

HENS AND CHICKS
SANSIVIERIA SPP.

MOTHER-IN-LAW’S TONGUE
SASA SPP.

BAMBOO

PEDILANTHUS BRACTEATUS

TALL SLIPPER PLANT

PITTOSPORUM TOBIRA
‘CREAM DE MINT’

CREAM DE MINT DWARF

PITTOSPORUM

STRELITZIA REGINA JUNCEA

NARROW-LEAF BIRD OF

PARADISE

TECOMA STANS

YELLOW BELLS

SOPHORA SECUNDIFLORA

TEXAS MOUNTAIN LAUREL

SCHEFFLERA ACTINOPHYLLA

QUEENSLAND UMBRELLA
TREE

SCHEFFLERA ARBORICOLA

HAWAIIAN ELF SCHEFFLERA
SEDUM SPP.

STONE CROP

SENECIO JACOBSENII

TRAILING JADE
9 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 9, 2024

DEVELOPMENT APPLICATION SHRUB PALETTE

ZAMIA PUMILA

FLORIDA ARROWROOT

VIBURNUM ODORATISSIMUM

SWEET VIBURNUM

VINCA MAJOR

PERIWINKLE

VINCA MINOR

PERIWINKLE
WESTRINGIA ‘WYNYABBIE
GEM’

WYBYABBIE GEM WESTRINGIA

WESTRINGIA FRUTICOSA

COAST ROSEMARY

XYLOSMA CONGETSA

SHINY XYLOSMA

YUCCA FILAMENTOSA
‘GOLDEN SWORD’
ADAM’S NEEDLE

YUCCA PENDULA

SPANISH DAGGER

ZAMIA FURACEA

CARDBOARD FERN

TECOMARIA CAPENSIS

CAPE HONEYSUCKLE

TEUCRIUM FRUTICANS

BUSH GERMANDER

TRACHELOSPERMUM

ASIATICUM

ASIAN STAR JASMINE

TRACHELOSPERMUM

JASMINOIDES

STAR JASMINE

VIBURNUM JAPONICUM

JAPANESE VIBURNUM

VIBURNUM AWABUKI

AWABUKI VIBURNUM

TEUCRIUM CHAMAEDRYS
‘PROSTRATUM’

PROSTRATE GERMANDER
30’
60’
120’
10 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 9, 2024

DEVELOPMENT APPLICATION GROUND LEVEL

OVERALL TREE PLAN

BOTANICAL NAME COMMON NAME

ARCHONTOPHOENIX ALEXANDREA KING PALM
PHOENIX DACTYLIFERA ‘MEDJOOL’ MEDJOOL DATE PALM

SYAGRUS ROMANZOFFIANA QUEEN PALM

BUTIGRUS NABONNANDI MULE PALM

WASHINGTONIA FILIFERA CALIFORNIA FAN PALM

AGONIS FLEXUOSA PEPPERMINT TREE

CHILOPSIS LINEARIS DESERT WILLOW

GEIJERA PARVIFLORA AUSTRALIAN WILLOW

OLEA EUROPEA OLIVE
PARKINSONIA X ‘DESERT MUSEUM’ DESERT MUSEUM PALO VERDE

QUERCUS ILEX HOLLY OAK

RHUS LANCEA AFRICAN SUMAC WILLOW

SCHINUS MOLLE CALIFORNIA PEPPER TREE

AGAVE SPECIE AGAVE

ALOE BANSEII TREE ALOE

BRAHEA ARMATA MEXICAN BLUE PALM

CYCAS THOURII MADAGASGAR CYCAD

DRACENA DRACO DRAGON TREE

YUCCA SPECIES YUCCA

ARBUTUS UNEDO MARINA STRAWBERRY TREE

CERCIS CANADENSIS EASTERN REDBUD

ERIOBOTRYA DEFLEXA BRONZE LOQUAT
MAGNOLIA GRANDIFLORA ‘LITTLE GEM’ LITTLE GEM SOUTHERN

MICHELIA CHAMPACA CHAMPACA

RHUS LANCEA AFRICAN SUMAC

TRISTANIA CONFERTA BRISBANE BOX

ARBUTUS UNEDO MARINA STRAWBERRY TREE

CASSIA LEPTOPHYLLA GOLD MEDALLION TREE

MICHELIA CHAMPACA CHAMPACA

SOPHORA SECUNDIFLORA TEXAS MOUNTAIN LAUREL

TECOMA STANS YELLOW ELDER

TRISTANIA CONFERTA BRISBANE BOX

SIZE QTY
24 7
24 24
24 10
24 24 21
24 24
24 24
24 24
24 24 23
24 24
24 24
24 24 31
24 24
24 24
24 11
24 24
24 24
24 WUCCOLS
MEDIUM
LOW
MEDIUM
MEDIUM
LOW
LOW

VERY LOW
LOW
LOW
LOW
LOW

VERY LOW

VERY LOW
LOW

VERY LOW
LOW
MEDIUM

VERY LOW

VERY LOW
LOW
MEDIUM
MEDIUM
MEDIUM
MEDIUM
LOW
MEDIUM
LOW
MEDIUM
MEDIUM
LOW
LOW
MEDIUM
PLANTING NOTES:

ALL PLANTS ARE CAL-IPC NON-INVASIZE AND WUCCOLS MEDIUM/LOW WATER CONSUMPTION (REGION 3- SOUTH COASTAL) VARITIES FOR THEIR PROPOSED GROWING CONDITIONS. THESE PLANTS ARE WATER CONSERVING AND USED FOR THEIR DEEP ROOT SYSTEMS WHICH STABILIZES SOIL AND MINIMIZES EROSION IMPACTS.

NO TREES TO BE PLANTED IN THE PUBLIC RIGHT-OF-WAY
THIS LEGEND IS TO DEMONSTRATE GENERAL DESIGN INTENT. FINAL PLANTING DESIGN WILL BE ESTABLISHED BASED ON MATERIAL AVAILABILITY AND WATER USE REQUIREMENTS. FINAL PLANTING DESIGN & SPECIES SELECTION WILL BE SHOWN ON PERMIT DRAWINGS.

SHRUB NOTES:

SHRUBS SHALL BE USED IN ALL PLANTING AREAS. TYPICAL SHRUB SPACING WILL BE A MAXIMUM OF 36” O.C.

AND 1 GALLON SIZE

NO REAL TURF IS PROPOSED FOR THIS PROJECT

UTILITY SCREENING AREA

WATER QUALITY AREA WITH

SCREENING
20’
40’
80’
11 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 9, 2024

DEVELOPMENT APPLICATION POOL LEVEL

OVERALL TREE PLAN

BOTANICAL NAME COMMON NAME

AGAVE SPECIE AGAVE

ALOE BANSEII TREE ALOE

ERIOBOTRYA DEFLEXA BRONZE LOQUAT

RHAPHIOLEPIS MAJESTIC BEAUTY HAWTHORN

TECOMA STANS YELLOW ELDER

CASSIA LEPTOPHYLLA GOLD MEDALLION TREE

LIRIODENDRON TULIPIFERA TULIP TREE
MAGNOLIA GRANDIFLORA ‘LITTLE GEM’ LITTLE GEM SOUTHERN MAGNOLIA

SOPHORA SECUNDIFLORA TEXAS MOUNTAIN LAUREL

ARCHONTOPHOENIX ALEXANDREA KING PALM

HOWEA FORSTERIANA KENTIA PALM

SYAGRUS ROMANZOFFIANA QUEEN PALM

PHOENIX DACTYLIFERA MEDJOOL DATE PALM

DRACENA DRACO DRAGON TREE

CITRUS SPECIES CITRUS

CYCAS THOURII MADAGASGAR CYCAD

STRELITZIA SPECIES BIRD OF PARADISE

YUCCA SPECIES YUCCA

OLEA EUROPEA OLIVE

MAGNOLIA SPECIES MAGNOLIA
PARKINSONIA X ‘DESERT MUSEUM’ DESERT MUSEUM PALO VERDE

BRACHYCHITON SPECIES BOTTLE TREE

METROSIDEROS EXCELSUS NEW ZEALAND TEA TREE

RHUS LANCEA AFRICAN SUMAC

TRISTANIA CONFERTA BRISBANE BOX

QUERCUS ILEX HOLLY OAK
PLANTING NOTES:

SHRUB NOTES:

SHRUBS SHALL BE USED IN ALL PLANTING AREAS. TYPICAL SHRUB SPACING WILL BE A MAXIMUM OF 36” O.C.

AND 1 GALLON SIZE

NO REAL TURF IS PROPOSED FOR THIS PROJECT

SIZE QTY
24 21
24 24
24 24
24 24
24 24 16
15 BTH
24 24
24 15
24 24
24 24 4
24 24
24 17
24 24
24 24

WUCCOLS
LOW

VERY LOW
MEDIUM
MEDIUM
LOW
MEDIUM
MEDIUM
MEDIUM
MEDIUM
MEDIUM
MEDIUM
LOW

VERY LOW
LOW
MEDIUM
MEDIUM

VERY LOW
LOW
MEDIUM

VERY LOW
MEDIUM
LOW
LOW
MEDIUM
MEDIUM
30’
60’
120’
12 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 9, 2024

DEVELOPMENT APPLICATION HYDROZONE PLAN

OVERALL

WATER CONSERVATION FEATURES
The following measures will be incorporated into the project to conserve water:

1. Installation of “smart” irrigation controller with rain-sensor.

2. The use of low precipitation / low angle irrigation spray heads.

3. The use of low water consuming plants.

4. Soil amendment to achieve good soil moisture retention.

5. Mulching to reduce evapotranspiration from the root zone.

6. Installation of automatic irrigation system to provide deep-root watering to trees is required.

WATER CONSERVATION STATEMENT
Purpose:

To provide the maintenance staff a mechanical device to distribute water and ensure plant survival in the most efficient manner and within a time frame that least interferes with the activities of the community.

The irrigation system for each hydrozone will be automatic and incorporate low volume drip emitters, bubblers and high efficiency low angle spray heads at turf only. Drip irrigation systems may be employed where considered to be effective and feasible. Irrigation valves shall be separated to allow for the systems operation in response to orientation and exposure.

Planting will be designed to enhance the visual character of the site and the architectural elements. Plants shall be grouped with similar water, climatic and soil requirements to conserve water and create a drought responsive landscape.

Each hydrozone consists of moderate to low water consuming plants.

In areas of moderate water consuming plants they shall be properly amended to retain moisture for healthy growth and to conserve water.

Plant material with each hydrozone shall be specified in consideration of north, south, east and west exposures.

Soil shall be prepared and amended to provide for maximum moisture retention and percolation. Planted beds shall be mulched to retain soil moisture and reduce evapotranspiration.

To avoid wasted water, the controls will be overseen by a flow monitor that will detect any broken sprinkler heads to stop that station’s operation, advancing to the next workable station. In the event of pressure supply line breakage, it will completely stop the operation of the system. All material will be nonferrous, with the exception of the brass piping into and out of the backflow units. All work will be in the best acceptable manner in accordance with applicable codes and standards prevailing in the industry.

WATER USE CLASSIFICATION OF LANDSCAPE
SPECIES (WUCOLS):

WUCOLS, Water Use Classification of Landscape Species, is a University of California Cooperative Extension Publication and is a guide to the water needs of landscape plants.

CROP FACTOR PERCENT OF ETo
H – HIGH 70% - 90%
M – MEDIUM 40% - 60%
L – LOW 10% - 30%
VL – VERY LOW < 10%
IRRIGATION HYDROZONES:

HYDRO-ZONE 1 : North West Perimeter - Sub Surface
Irrgiation - 3,952 S.F.

HYDRO-ZONE 2 : South East Perimeter - Sub Surface
Irrigation - 11,480 S.F.

HYDRO-ZONE 3 : Podim Level Landscape - Sub
Surface Irrigation - 7,556 S.F.

HYDRO-ZONE 4 : Pool/Spa - 3,147 S.F.
6,185
1610 Artesia
9,247
7,556
22,988
3,147
3,147
1,389
5,194
4,244
13,721
3,147
3,147
42,739
159,744
130,532
356,158
96,770
96,770
429,411
442,008
13,721
22,988
16,868
26,135

0.16 RECYCLERECYCLE T
T

RECYCLE

RECYCLE
℄ ARTESIA BLVD. 1610 ARTESIA BLVD. DOMINGUEZ CHANNEL LEGAL DESCRIPTION APPLICANT CIVIL SHEET INDEX ARCHITECT LANDSCAPE ARCHITECT LAND AREA BASIS OF BEARINGS ASSESSOR'S PARCEL NUMBER GEOTECHNICAL ENGINEER TITLE SHEET C1.01 SCALE: 1" = 40' SITE MAP
N
DRAWN:

DATE:

CHECKED:

DATE:

REVISION #:

DATE:

JOB NO: NO. DESCRIPTION BY DATE CHK

REVISIONS
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
1610 ARTESIA BLVD

CITY OF GARDENA

PICERNE GROUP
1610 W ARTESIA BOULEVARD
GARDENA, CA 90248 VICINITY MAP NOT TO SCALE
WESTERN AVE. 91 W 178TH ST. SITE
N
NORMANDIE AVE. 110 STORM DRAIN CHANNEL ARTESIA BLVD. UTILITY PREYORS EXISTING CONDITION C2.01
N
DRAWN:

DATE:

CHECKED:

DATE:

REVISION #:

DATE:

JOB NO: NO. DESCRIPTION BY DATE CHK

CITY OF GARDENA

PICERNE GROUP
1610 W ARTESIA BOULEVARD
GARDENA, CA 90248 LEGAL DESCRIPTION: THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF GARDENA, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: THE EAST ONE-HALF OF THE NORTHEAST QUARTER OF LOT 83, MCDONALD TRACT, IN THE CITY OF GARDENA, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 15, PAGES 21 AND 22 OF MISCELLANEOUS RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, THE AREA OF SAID EAST HALF BEING MEASURED TO THE CENTER OF THE STREET ADJOINING SAID LOT 83 ON THE NORTH. EXCEPT THEREFROM THAT PORTION LYING NORTHERLY OF A LINE PARALLEL WITH AND DISTANT SOUTHERLY 55 FEET, MEASURED AT RIGHT ANGLES FROM CENTER LINE OF 174TH STREET, 60 FEET WIDE, AS SHOWN AS AN UNNAMED STREET BETWEEN LOTS 82 AND 83 OF SAID MAP. ALSO EXCEPT THEREFROM THAT PORTION CONDEMNED FOR FLOOD CONTROL PURPOSES BY SUPERIOR COURT CASE NO. 491329, A FINAL DECREE WHICH WAS RECORDED DECEMBER 9, 1946 AS INSTRUMENT NO. 1386, OFFICIAL RECORDS. APN: 6106-013-049 INDICATES SHOWN HEREON. NUMBERED ACCORDING TO THE ABOVE REFERENCED PRELIMINARY TITLE REPORT. 1 WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT DISCLOSED BY THE PUBLIC RECORDS. 2 INTENTIONALLY DELETED. 3 INTENTIONALLY DELETED.
4 AN EASEMENT FOR PUBLIC UTILITIES AND RIGHTS INCIDENTAL THERETO RECORDED JANUARY 30, 1980 AS INSTRUMENT NO. 80-109574, OFFICIAL RECORDS. (THIS ITEM IS PLOTTED HEREON AND DOES AFFECT THE SUBJECT PROPERTY) 5 MATTERS CONTAINED IN DOCUMENT ENTITLED "ASSIGNMENT OF INTEREST IN GARDENA AUTO CENTER" RECORDED MARCH 29, 1993 AS INSTRUMENT NO. 93-584016, OFFICIAL RECORDS. (THIS ITEM IS BLANKET IN NATURE AND DOES AFFECT THE SUBJECT PROPERTY) 6 INTENTIONALLY DELETED. 7 MATTERS CONTAINED IN DOCUMENT ENTITLED "MEMORANDUM OF TENANCY--IN-COMMON AGREEMENT" RECORDED DECEMBER 14, 2021 AS RECORDING NO. 2021-1856768, OFFICIAL RECORDS. (THIS ITEM IS BLANKET IN NATURE AND DOES AFFECT THE SUBJECT PROPERTY) 8-11 TITLE REPORT NOTES. TITLE EXCEPTIONS: TITLE REPORT: TITLE COMPANY: CHICAGO TITLE COMPANY TITLE ORDER NO. : 00181768-987-OC1-JS9 COMMITMENT DATE:OCTOBER 24, 2022, AMENDED: NOVEMBER 8, 2022, AMENDMENT NO. 3 TITLE OFFICER: JASON SILVA E-MAIL: [email protected] ENCROACHMENT TABLE: REFER TO MAP. ASSESSOR'S PARCEL NUMBER: COUNTY OF LOS ANGELES APN: 6106-013-049 BASIS OF BEARINGS: THE CENTERLINE OF ARTESIA BOULEVARD BEING NORTH 89°52'42" WEST PER TRACT NO. 97298, M.B. 1353/17-20. FLOOD ZONE: PER FEMA WEBSITE: ZONE "X" (AREAS OF MINIMAL FLOOD HAZARD) MAP NUMBER: 06037C1935F EFFECTIVE DATE: SEPTEMBER 26, 2008 AREA SUMMARY: 149,602± S.F. / 3.43± ACRES PARKING SUMMARY: REGULAR: 117 STALLS HANDICAP: 5 STALL TOTAL: 122 STALLS UTILITY PURVEYORS: WATER: LADWP TEL NO.: 213-367-6428 GOLDEN STATE WATER TEL NO.: 310-660-0320 SEWER: LA COUNTY SANITATION DISTRICT TEL NO.: 310-638-1161 STORM DRAINAGE: CITY OF GARDENA TEL NO.: 310-217-9644 ELECTRIC: SCE TEL NO.: 800-655-8844 GAS: SO CAL GAS TEL NO.: 800-427-8894 TELEPHONE/CABLE: AT&T TEL NO.: 510-645-2929 VERIZON TEL NO.: 800-624-9675 CROWN CASTLE TEL NO.: 800-654-3110 CHARTER TEL NO.: 310-216-3545 CONTOUR INTERVAL = 1-FOOT 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS INCLUDED IN THE FOLLOWING DOCUMENTS: -- GEOTECHNICAL ENGINEERING INVESTIGATION REPORT PREPARED BY MOORE TWINING ASSOCIATES, INC. PROJECT NUMBER 56630.01, DATED MAY 9, 2022 2. ON AND OFF-SITE TOPOGRAPHIC BASE IS DEPICTED BASED ON AN AERIAL SURVEY PERFORMED BY AEROTECH MAPPING, INC ON MARCH 4, 2021 AS WELL AS SUPPLEMENTAL FIELD SURVEY DATA OBTAINED BY TAIT & ASSOCIATES BASED ON THE BENCHMARK AND BASIS OF BEARING STATED HEREON. 3. UTILITY RECORDS FOR MANY ON-SITE IMPROVEMENTS HAVE NOT BEEN MADE AVAILABLE TO THE ENGINEER. AS A RESULT THE FINAL LOCATION OR DEPTH OF ON-SITE UTILITIES ARE UN-KNOWN. LOCATIONS OF ALL UTILITIES SHOWN (ON AND OFF SITE) HAVE BEEN DEPICTED BASED ON AVAILABLE PUBLIC RECORDS FOR WHICH DEPTH AND FINAL FIELD ALIGNMENT HAVE NOT BEEN VERIFIED. PRIOR TO INITIATION OF THE DEMOLITION ACTIVITIES, THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ON-SITE UTILITIES WHICH ARE IMPACTED AND SHALL REMOVE AND DISPOSE OF SUCH UTILITY FACILITIES PER CITY REQUIREMENTS. ENGINEER'S NOTE TO CONTRACTOR:

RECYCLE
RECYCLE FFE=34.30'
℄ ARTESIA BOULEVARD INTERNAL GARAGE SLOPES 0.5% SOUTH AND 0.5% EAST BELOW GRADE BEAK B B
A

A SECTION A-A NTS SECTION B-B NTS
DRAWN:

DATE:

CHECKED:

DATE:

REVISION #:

DATE:

JOB NO: NO. DESCRIPTION BY DATE CHK

CITY OF GARDENA

PICERNE GROUP
1610 W ARTESIA BOULEVARD
GARDENA, CA 90248 UNDERGROUND SERVICE ALERTUNAUTHORIZED CHANGES & USES: ENGINEERS NOTE TO CONTRACTOR: TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. C3.01 N
CONCEPTUAL GRADING PLAN MATCHLINE - SEE SHEET C3.02

RECYCLERECYCLE T
T

RECYCLE

RECYCLE
C
C

D D SECTION C-C NTS SECTION D-D NTS
DRAWN:

DATE:

CHECKED:

DATE:

REVISION #:

DATE:

JOB NO: NO. DESCRIPTION BY DATE CHK

CITY OF GARDENA

PICERNE GROUP
1610 W ARTESIA BOULEVARD
GARDENA, CA 90248 UNDERGROUND SERVICE ALERTUNAUTHORIZED CHANGES & USES: ENGINEERS NOTE TO CONTRACTOR: TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. CONCEPTUAL GRADING NOTES C3.02 N
CONCEPTUAL GRADING PLAN MATCHLINE - SEE SHEET C3.01

RECYCLERECYCLE T T

RECYCLE

RECYCLE
℄ ARTESIA BLVD.

DRAWN:

DATE:

CHECKED:

DATE:

REVISION #:

DATE:

JOB NO: NO. DESCRIPTION BY DATE CHK

CITY OF GARDENA

N C4.01

CONCEPTUAL UTILITY PLAN DOMINGUEZ CHANNEL
2 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 21, 2024

DEVELOPMENT APPLICATION POOL DECK

LIGHTING LAYOUT
Tree Uplight
- Kelvin Temp: 3000K
- 540 Lumens
Palm Tree Accents
- Kelvin Temp: 3000K
- 500 Lumens
- Mounted at 16' AFG
Pedestrian Pathway Bollard
Cabana & Umbrella Lighting
Stake Mounted Tree Uplight
Pedestrian Walkway Bollard:
- Kelvin Temp: 3000K LED
- 447 Lumens
- Overall Height: 24"
- Material: Aluminum painted
Tree Ring Mounted Accents
Post Top Pedestrian Pole
Post Top Pedestrian Pole
- Kelvin Temp: 3000K LED
- 1826 Lumens
- Overall Height: 10'
- Material: Aluminum painted
J

BREEZEWAY
DBL. VOLUME

BREEZEWAY

FITNESS
2,895 SF

CLUBROOM
2,743 SF
DBL. VOLUME
130'-4"
POOL R.R.
575 SF
239'-10"
A110 S101
7'-2"

POOL COURTYARD
B103

CK SETBA
5'-0"
12'-0" 10'-1"
ELEV 3
ELEV 2
TRASH
UT.

IDF

IDF IDF
7'-2"
7'-2"
6'-2"
7'-2"
7'-2"
7'-2"
7'-2"
S101

OUTDOOR FITNESS
2,000 SF

CALIFORNIA ROOM
1,100 SF

WELLNESS
1,253 SF
SGL. VOLUME
DBL. VOLUME
GOLF
701 SF
117'-10"
B103
A110 A110 A110 S101 A110 B103
900
S101 S101 A110 A110 A110 B103 B103 A716 A716
A710 A716 B700 A406 A710
A710
B402
B700
A406
A710
A710 A406 A716 A406 A716
A710
B700B700
S405
A710
A710
A110
G. STEPBACK MIN. BLD
3'-0"
TRASH
10'-0"
SIA
IA 02/07/2024
1610 ARTESIAGARDENA, CALIFORNIATCA # 2021-068

DEVELOPMENT APPLICATION
FEBRUARY 09, 2024
J
J
J
J
J
J
J
J
J
Exterior Lighting Criteria:

A. Lighting fixture lamp sources used for illuminating Outdoor gathering areas and circulation associated with the project shall be shielded, directed downward, and glare-free when viewed from off the property.

B. Facade lighting shall be fully shielded, fully confined from projecting into the sky by eaves, roofs, or overhangs, and mounted as flush to a wall as possible.

C. Light Pollution shall be reduced to the greatest extent possible.

D. An Average of 1 Footcandle (fc) shall be provided for all Public and Common Areas.

E. All Entries, Parking Areas, Trash Enclosures, Active Outdoor Areas, and Pedestrian Pathways, shall include dusk to dawn Lighting for safety, security, and an attractive nighttime environment.

F. Security Lighting shall not be directed beyond the Property Lines.

G. All exterior light bulbs and LEDs must be enclosed on the top and sides when mounted to the side of a building, a pole, or other structure. The enclosing material may be glass, plastic, or metal, except that suspended light strings may have exposed bulbs.

H. All exterior lighting fixtures on the same building shall be of the same manufacturer and shall be of the same design, materials, and color. Size may vary if design, materials, and color are consistent.

I. All pole- or bollard-mounted lighting must be of the same manufacturer and of the same size, design, materials, and colors.

J. All light poles, standards, and fixtures shall not exceed a height of sixteen feet measured from finished grade. The maximum sixteen feet in height shall include all elements of the light, such as pole and light fixture combined.

Design Adheres to Guidelinse Using the Following Techniques:

1. Light Fixture Spill Control Optics

2. Light Fixture Full Cut-off Optics

3. Fully Shielded Light Fixtures

4. Light Fixtures capable of Control via Time Clock and Photocell

5. Light Fixtures with less than 6,200 initial lumen output

6. Centralized Dimming Control System operating via Master Astronomical Time clock 3 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 21, 2024

DEVELOPMENT APPLICATION POOL DECK

CALCULATION SUMMARY
" 2-' 7
" 4-' 031

KCABTES
" 0-' 5
ZEERB

YA WEZEERB
KCABPETS. GDLB. NI M
" 0-' 3
" 01-' 711
ZEERB
" 2-' 7
A
7 1
0 A
4 0
6 FIT
N
E
S
S
2 8, 9
5 S
F
D
B
L. V
O
L
U
M
E
WE
L
L
N
E
S
S
1 2, 5
3 S
F
S
G
L. V
O
L
U
M
E
A
O
U
T
D
O
O
R
FIT
N
E
S
S
2,0
0 0
S
F
2 3
9'-
1 0
"
P
O
O
L
C
O
U
R
T
Y
A
R
D
B
7 0
0 A
7 1
6 A
7 1
0 C
A
LIF
O
R
NIA
R
O
O
M
1,1
0 0
S
F
A
7 1
0 6'-
2 "
S
1 0
1 A
1 1
0 A
1 1
0 A
1 1
0 E
L
E
V
2 T
R
A
S
H
U
T. G
O
L
F
7 0
1 S
F
D
B
L. V
O
L
U
M
E
A
1 1
0 A
7 1
6 B
1 0
3 B
1 0
3 A
4 0
6 A
7 1
6 P
O
O
L
R.R. 5
7 5
S
F
1 0'-
0 "
C
L
U
B
R
O
O
M
2 7, 4
3 S
F
D
B
L. V
O
L
U
M
E
A
7 1
0 A
7 1
6 A
4 0
6 EL CYCER

RECYCLE
POOL 24' X40'

RECYCLE

EL CYCER

RECYCLE

EL CYCER

RECYCLE

EL CYCER

LAP POOL
24' X 75'

EL CYCER

RECYCLE

EL CYCER

RECYCLE
MH: 2
XP1
XK1
MH: 16
XK1
MH: 16
MH: 2
XP1
MH: 2
XP1
MH: 2
XP1
MH: 2
XP1
MH: 2
XP1
XP2
MH: 10
XP1
MH: 2
XK1
MH: 16
XK1
MH: 16
XK1
MH: 16 XK1
MH: 16
XK1
MH: 16
MH: 16
XK1XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
MH: 16
XK1XK1
MH: 16
XP1
MH: 2 MH: 2
XP1
MH: 2
XP1
MH: 10
XP2
MH: 2
XP1
XP1
MH: 2
MH: 2
XP1
XP1
MH: 2
XK1
MH: 16
MH: 2
XP1
XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
MH: 16
XK1
XP1
MH: 2
XP1
MH: 2
MH: 10
XP2
MH: 10
XP2
XP1
MH: 2
MH: 2
XP1 XP1
MH: 2
XK1
MH: 16
MH: 2
XP1
XP1
MH: 2
XP1
MH: 2
MH: 2
XP1
MH: 2
XP1
MH: 2
XP1
XP1
MH: 2
MH: 16
XK1 MH: 16
XK1 XK1
MH: 16 MH: 16
XK1
XK1
XK1 MH: 16
MH: 16 MH: 16 XK1 XK1MH: 16 XK1
MH: 16 XK1
MH: 16
XK1
MH: 16
MH: 16
XK1 XK1
MH: 16 XK1
MH: 16
XK1
MH: 16
MH: 16
XK1
XK1
MH: 16
XK1
MH: 16 XK1
MH: 16
XK1
MH: 16
MH: 16
XK1 XK1
MH: 16 MH: 16
XK1XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
MH: 16
XK1
XK1
MH: 16
XK1
MH: 16
MH: 16
XK1 XK1
MH: 16 MH: 16
XK1
XK1
MH: 16 XK1
MH: 16
XK1
MH: 16
MH: 16
XK1 XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
XK1
XK1MH: 16
MH: 16
MH: 16
XK1
XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
MH: 16
XK1
XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
MH: 16
XK1
XK1
MH: 16 XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
MH: 16
XK1
XK1
MH: 16
MH: 16
XK1 XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
MH: 16
XK1
XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
MH: 16
XK1
XK1
MH: 16 MH: 16
XK1
XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
XK1
MH: 16
XK1
MH: 16 MH: 16
XK1

5.1 4.5

1.9 1.5 2.0 1.3

3.4 1.6 1.7 1.2 1.9 2.4

2.3 3.2 1.3 2.0 3.8

1.8 2.5 3.9 1.6 1.4 2.5 2.5

1.3 1.6 1.5 1.4 3.7

1.3 1.1 1.6 1.2 3.4 1.3

2.2 2.2 1.2 1.8 1.8 2.8 1.3

1.4 1.3 2.2 1.7 1.6 2.7 2.8 2.0 1.3

1.2 1.1 1.1 1.1 1.3 2.7 1.3 1.5 1.6

1.4 2.1 1.9 1.1 1.0 1.5 1.5 1.2 1.1

1.2 1.5 1.2 2.3 1.0 1.5 1.0 1.2 1.5 1.2

1.5 2.2 1.0 1.2 1.5 1.2 1.1 1.7 1.0 1.8 1.9 1.7

2.3 4.0 2.3 2.9 2.7 2.1 1.4 1.4 2.0 1.9 1.3

2.8 3.1 4.9 3.3 3.3 2.5 3.0 2.2 5.9 1.6 2.8 1.8

3.5 2.2 3.2 1.3 3.3 2.5 1.3

3.0 2.7 5.4 1.9 2.1 5.8 2.1 2.5

3.9 1.9 1.1 3.3

1.8 2.3 1.4 1.7 1.3 3.8 1.3

3.5 2.5 1.1 3.4 1.8 2.8 2.9 1.6 2.8 1.5

1.2 3.1 1.9 1.2 3.1 1.7 2.2 4.3 1.3

2.4 2.2 1.5 1.4 1.9 2.1 2.0 1.4 2.1 2.1 1.2

1.0 3.8 3.5 1.5 5.1 1.9

1.7 2.7 2.2 1.7 1.1 1.3 1.4 3.5 2.2

1.7 2.6

1.3 1.7

1.3 3.4

1.0 1.1

1.5 2.5

3.6 Luminaire Schedule
Symbol Qty Tag Lum. Watts Lum. Lumens LLF Description
100 XK1 7 598 0.800 Palm Tree Accent - 7_5MR16D
27 XP1 14.3 425 0.800 Mini Pathway Bollard - LH-1
4 XP2 28.2 1707 0.800 10' Post Top Pole - AR-2101
Pool Deck
Illuminance (Fc)
Average = 2.11
Maximum = 5.9
Minimum = 1.0
Avg/Min Ratio = 2.11
Max/Min Ratio = 5.90
" 2-' 7 " 4-' 031
KCABTES " 0-' 5
ZEERB

YA WEZEERB
KCABPETS. GDLB. NI M " 0-' 3
" 01-' 711
ZEERB
" 2-' 7
A
7 1
0 A
4 0
6 FIT
N
E
S
S
2 8, 9
5 S
F
D
B
L. V
O
L
U
M
E
WE
L
L
N
E
S
S
1 2, 5
3 S
F
S
G
L. V
O
L
U
M
E
A
O
U
T
D
O
O
R
FIT
N
E
S
S
2,0
0 0
S
F
2 3
9'-10"
P
O
O
L
C
O
U
R
T
Y
A
R
D
B
7 0
0 A
7 1
6 A
7 1
0 C
A
LIF
O
R
NIA
R
O
O
M
1,1
0 0
S
F
A
7 1
0 6'-2"
S
1 0
1 A
1 1
0 A
1 1
0 A
1 1
0 E
L
E
V
2 T
R
A
S
H
U
T. G
O
L
F
7 0
1 S
F
D
B
L. V
O
L
U
M
E
A
1 1
0 A
7 1
6 B
1 0
3 B
1 0
3 A
4 0
6 A
7 1
6 P
O
O
L
R.R. 5
7 5
S
F
10'-0"
C
L
U
B
R
O
O
M
2 7, 4
3 S
F
D
B
L. V
O
L
U
M
E
A
7 1
0 A
7 1
6 A
4 0
6 EL CYCER

RECYCLE
POOL 24' X40'

RECYCLE

EL CYCER

RECYCLE

EL CYCER

RECYCLE

EL CYCER

LAP POOL
24' X 75'

EL CYCER

RECYCLE

EL CYCER

5.1 4.5

1.9 1.5 2.0 1.3

3.4 1.6 1.7 1.2 1.9 2.4

2.3 3.2 1.3 2.0 3.8

1.8 2.5 3.9 1.6 1.4 2.5 2.5

1.3 1.6 1.5 1.4 3.7

1.3 1.1 1.6 1.2 3.4 1.3

2.2 2.2 1.2 1.8 1.8 2.8 1.3

1.4 1.3 2.2 1.7 1.6 2.7 2.8 2.0 1.3

1.2 1.1 1.1 1.1 1.3 2.7 1.3 1.5 1.6

1.4 2.1 1.9 1.1 1.0 1.5 1.5 1.2 1.1

1.2 1.5 1.2 2.3 1.0 1.5 1.0 1.2 1.5 1.2

1.5 2.2 1.0 1.2 1.5 1.2 1.1 1.7 1.0 1.8 1.9 1.7

2.3 4.0 2.3 2.9 2.7 2.1 1.4 1.4 2.0 1.9 1.3

2.8 3.1 4.9 3.3 3.3 2.5 3.0 2.2 5.9 1.6 2.8 1.8

3.5 2.2 3.2 1.3 3.3 2.5 1.3

3.0 2.7 5.4 1.9 2.1 5.8 2.1 2.5

3.9 1.9 1.1 3.3

1.8 2.3 1.4 1.7 1.3 3.8 1.3

3.5 2.5 1.1 3.4 1.8 2.8 2.9 1.6 2.8 1.5

1.2 3.1 1.9 1.2 3.1 1.7 2.2 4.3 1.3

2.4 2.2 1.5 1.4 1.9 2.1 2.0 1.4 2.1 2.1 1.2

1.0 3.8 3.5 1.5 5.1 1.9

1.7 2.7 2.2 1.7 1.1 1.3 1.4 3.5 2.2

1.7 2.6

1.3 1.7

1.3 3.4

1.0 1.1

1.5 2.5

3.6 Luminaire Schedule
Symbol Qty Tag Lum. Watts Lum. Lumens LLF Description
100 XK1 7 598 0.800 Palm Tree Accent - 7_5MR16DIM930FL35RC_IESNA2002 27 XP1 14.3 425 0.800 Mini Pathway Bollard - LH-10573-W30 4 XP2 28.2 1707 0.800 10' Post Top Pole - AR-21012-W30
Pool Deck
Illuminance (Fc)
Average = 2.11
Maximum = 5.9
Minimum = 1.0
Avg/Min Ratio = 2.11
Max/Min Ratio = 5.90
4 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 21, 2024

DEVELOPMENT APPLICATION SITE PLAN

LIGHTING LAYOUT

GUEST PARKING
POOL
VAULT
26'-0" 26'-0" 26'-0"
GATE
GATE

DOG SPA
299 SF
TRASH
964 SF
TRASH
1,121 SF
26'-0"
SUB
ELEC.

POOL

EQUIPMENT

RESIDENT HUB / MAIL
4,182 SF
LOBBY
26'-0"

UTILITY
26'-0"
26'-0"

STORAGE
1,588 SF
26'-0" 26'-0"
ELEC.
760 SF
SUB
ELEC. BIKE PRK'G
1,163 SF
DN

SPEED RAMP DN TO
BASEMENT 1 - 12%

RESIDENT
GARAGE
ENTRY

GUEST & RESIDENT
GARAGE
ENTRY

BUILDING ABOVE

BASEMENT GARAGE BELOW
ELEV 3

SETBACK
5'-0"

CK SETBA
5'-0"
(BUILDING)
10'-0" FRONT SETBACK

CK SETBA
5'-0"
ARTESIA BLVD.

MOVE-IN

MECHANICAL
587 SF
ELEC.
561 SF

UTILITY
TRASH
720 SF

MECHANICAL
534 SF

FIRE ACCESS ROAD INTERNAL DRIVE

GATE WITH KNOX BOX
(EVA ACCESS ONLY)
28'-0"
28'-0"
28'-0"

BIKE PARKING W/DERO DECKER
BIKE RACKS OR SIMILAR.

MIN. BLDG. OVERHANG
3'-4"

BASEMENT GARAGE BELOW

DOG PARK
GNAHREVO. GDLB. NI M
6'-6"
MIN. BLDG. OVERHANG
3'-10"

SHORT TERM BIKE PARKING

PET RELIEF AREA

A R C H I T E C T S
TPG 1610 ARTESIAGARDENA, CALIFORNIA 02/07/2024
LEVEL 1 -
TCA# 2021-068
1610 ARTESIAGARDENA, CALIFORNIATCA # 2021-068

DEVELOPMENT APPLICATION
FEBRUARY 09, 2024
Roadway Fire Lane
15' Single Head Roadway Pole
- Kelvin Temp: 3000K LED
- 6193 Lumens
- Overall Height: 15'
- Material: Aluminum painted
Parking Garage Entry
Recessed Linear Downlight
- Kelvin Temp: 3000K LED
- 800 Lumens per foot
- Size: 14' x 18'
Pedestrian Fire Lane
Wall Pack
- Kelvin Temp: 3000K LED
- 638 Lumens
- Mounting Height: 12'
Ambient Downlights
Recessed Downlight
- Kelvin Temp: 3000K LED
- 1200 Lumens
4 1/2"
2 7/8"
Exterior Lighting Criteria:

B. Facade lighting shall be fully shielded, fully confined from projecting into the sky by eaves, roofs, or overhangs, and mounted as flush to a wall as possible.

C. Light Pollution shall be reduced to the greatest extent possible.

D. An Average of 1 Footcandle (fc) shall be provided for all Public and Common Areas.

E. All Entries, Parking Areas, Trash Enclosures, Active Outdoor Areas, and Pedestrian Pathways, shall include dusk to dawn Lighting for safety, security, and an attractive nighttime environment.

F. Security Lighting shall not be directed beyond the Property Lines.

I. All pole- or bollard-mounted lighting must be of the same manufacturer and of the same size, design, materials, and colors.

Design Adheres to Guidelinse Using the Following Techniques:

1. Light Fixture Spill Control Optics

2. Light Fixture Full Cut-off Optics

3. Fully Shielded Light Fixtures

4. Light Fixtures capable of Control via Time Clock and Photocell

5. Light Fixtures with less than 6,200 initial lumen output

6. Centralized Dimming Control System operating via Master Astronomical Time clock 5 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 21, 2024

DEVELOPMENT APPLICATION POOL DECK

CALCULATION SUMMARY

DOG PARK

BASEMENT GARAGE BELOW

FIRE ACCESS ROAD
SUB
28'-0" ELEC.

TRASH
1,121 SF
ELEV 3

GATE WITH KNOX BOX
(EVA ACCESS ONLY)

PET RELIEF AREA

MOVE-IN

DOG SPA
299 SF

BIKE PRK'G
1,163 SF

RESIDENT
GARAGE
ENTRY

INTERNAL DRIVE

STORAGE
1,588 SF

GUEST & RESIDENT
GARAGE
ENTRY

BIKE PARKING W/DERO DECKER
BIKE RACKS OR SIMILAR.

RESIDENT HUB / MAIL
4,182 SF
DN
26'-0"
SUB
ELEC.

LOBBY

UTILITY GUEST PARKING
MIN. BLDG. OVERHANG
3'-10" POOL
VAULT

BUILDING ABOVE

GATE TRASH
964 SF

BASEMENT GARAGEBELOW
GATE

MECHANICAL
587 SF
ELEC.
760 SF

MECHANICAL
534 SF
TRASH
720 SF
ELEC.
561 SF
TPG 1610 ARTESIAGARDENA, CALIFORNIATCA# 2021-068

H I T E C T S
02/07/2024
1610 ARTESIAGARDENA, CALIFORNIATCA # 2021-068

DEVELOPMENT APPLICATION
FEBRUARY 09, 2024
LEV
POOL
EQUIPMENT 26'-0"
MIN. BLDG
3'-4"
10'-0" FR
(BU
SHORT

UTILITY

SETBACK
5'-0"
26'-0" 26'-0" 26'-0"

SETBACK
5'-0"

SPEED RAMP DN TO
BASEMENT 1 - 12%%%
28'-0"
GNAHREVO. GDLB. NI M
6'-6"
26'-0" 26'-0" 26'-0" 26'-0"
28'-0"

SETBACK
5'-0"
MH: 15
XP15
XP15
MH: 15
XP15
MH: 15
XP15
MH: 15
XP15
MH: 15
XP15
MH: 15
XP15
MH: 15
XP15
MH: 15
XP15
MH: 15
XP15
MH: 15
XP15
MH: 15
XP15
MH: 15
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
XP15
MH: 15
XP15
MH: 15
XP15
MH: 15
XP15
MH: 15
XP15
MH: 15
XP15
MH: 15
XB1D
MH: 12 MH: 12
XB1D
MH: 12
XB1D XB1D
MH: 12 MH: 12
XB1D
MH: 12
XB1D XB1D
MH: 12
XB1D
MH: 12
MH: 12
XK2
MH: 12
XK2
MH: 12
XK2
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
MH: 12
XK2
MH: 12
XK2
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
MH: 12
XK2
XK2
MH: 12
MH: 12
XK2
MH: 12
XK2
XK2
MH: 12
XK2
MH: 12
MH: 12
XK2
MH: 12
XK2
XK2
MH: 12
MH: 12
XK2
Z1418R
MH: 12
Z1418R
MH: 12
XK3
MH: 12
XK3
MH: 12
XK3
MH: 12
XK3
MH: 12
XK3
MH: 12

0.4 0.3 0.2 0.3 0.5 0.3 0.1 0.1

0.0 0.4 0.5 0.3 0.4 0.5

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1

0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.2 0.3 0.2 0.1 0.2 0.3 0.2 0.1 0.2 0.3 0.2 0.1

0.0 0.7 0.3 0.1 0.2

0.1 0.6 0.7 0.3 0.1

0.3 0.3 0.1 0.1

0.5 0.3 0.1

0.4 0.2

0.2 0.3

0.5 0.3

0.4 0.3

0.2 0.3

0.4 0.3

0.2 0.3

0.4 0.3

0.2 0.3

0.2 0.4

0.5 0.4

0.4 0.3

0.2 0.3

0.3 0.3

0.5 0.3

0.2 0.3

0.3 0.3

0.5 0.3

0.4 0.3

0.2 0.3

0.3 0.3

0.5 0.3

0.4 0.3

0.2 0.3

0.3 0.3

0.5 0.3

0.4 0.3

0.2 0.3

0.3 0.3

0.5 0.3

0.4 0.2

0.2 0.1

0.2 0.0

0.4 0.0

0.3 0.0

3.2 2.7 2.3 1.7 1.6 1.0

2.1 3.1 2.0

2.1 1.8

1.9 1.9

1.8 1.8

1.9 1.9

1.9 2.0

2.2 2.1

2.0 1.9

1.9 1.9

1.9 1.8

1.9 1.9

1.8 1.9

1.9 1.9

1.9 1.8

1.6 3.4 2.7 4.0 4.8 3.8 3.0 3.7 3.9 3.4 3.0 3.6 4.7 3.8 2.9 3.5 4.4 3.4 2.1 1.7

4.7 4.4 3.1 2.4 2.8 3.0 2.7 2.5 2.9 3.1 2.8 2.6 3.0 3.2 2.8 2.5 2.7 2.8 2.2 1.9 1.9 3.2 4.7 3.8

3.8 3.5 2.6 1.6 1.1 1.1 1.1 1.2 1.2 1.3 1.2 1.3 1.4 1.4 1.3 1.2 1.2 1.2 1.1 1.0 1.1 1.2 1.8 2.7 2.9 2.4 2.9 4.3

4.7 3.2 1.7 1.1 1.0 1.1 1.1 1.5 1.8 2.6 3.8

3.9 2.7 1.2 2.5 1.7 2.2 1.5 1.9 2.1

3.1 2.3 1.0 3.4 2.4 3.1

3.4 2.2 1.0 3.2 1.9 2.7

4.3 2.5 1.1

3.7 2.5 1.1

2.9 2.3 1.2

2.9 2.2 1.1

3.4 2.1 1.0

3.1 2.3 1.2

2.7 2.3 1.2

3.1 2.3 1.3

4.0 2.5 1.5

3.4 2.6

2.7 2.3

3.1 2.4 1.9 2.2

3.9 2.3 1.9 2.3

4.1 2.8 2.0 2.4

3.2 2.6

3.5 2.6

4.6 3.0

4.2 3.3 3.7 12.2 24.7 26.4

3.3 3.1 3.8 12.4 25.2 26.5

3.6 2.8 2.8

4.5 2.7 1.6

4.1 2.6 1.3

3.4 2.3 1.2

3.3 2.2 1.1

4.3 2.4 1.1

4.0 2.5 1.1

3.3 2.4 1.3

3.4 2.4 1.4

4.6 2.7 1.6

4.5 3.0 2.0

3.6 3.1 3.6 11.8 23.9 25.0

3.4 3.0 3.9 12.7 26.2 27.6

4.5 2.8 3.1 10.0 21.4 23.1

4.5 2.9 2.0

3.1 2.6 1.5

3.5 2.6 1.3

4.6 3.2 1.2

4.5 2.9 1.1

1.5 2.2

2.6 1.8

1.3 2.1

1.5 1.7

4.0 5.3 5.2 2.3 1.5 5.0 5.2 4.6
Luminaire Schedule
Symbol Qty Tag Lum. Watts Lum. Lumens LLF Description
8 XB1D 9.98 1077 0.800 Square Downlight - NU4-QD-SW-13LM-30K-80-D65-120 33 XK2 6.7947 638 0.800 Wallpack - WDGE1 LED P0 30K 90CRI VW 5 XK3 15.0178 1659 0.800 Wallpack - WDGE1 LED P2 30K 90CRI VF 18 XP15 54 4873 0.800 15' Roadway Pole - LI-21171-T3-W30 28 Z1418R 29.0936 3004 0.800 Parking Entry Linear - SL1L 4FT 800LMF 35K STD Pedestrian Walkway
Illuminance (Fc)
Average = 1.96
Maximum = 3.2
Minimum = 1.0
Avg/Min Ratio = 1.96
Max/Min Ratio = 3.20
Average = 0.26
Maximum = 0.7
Minimum = 0.0
Avg/Min Ratio = N.A.

Max/Min Ratio = N.A.

Illuminance (Fc)
Beyond Property Line
Roadway
Illuminance (Fc)
Average = 2.66
Maximum = 4.8
Minimum = 1.0
Avg/Min Ratio = 2.66
Max/Min Ratio = 4.80

BIKE PARKING W/DERO DECKER
BIKE RACKS OR SIMILAR.

RESIDENT HUB / MAIL
4,182 SF
DN
26'-0"
SUB
ELEC.

LOBBY

UTILITY GUEST PARKING
G. OVERHANG
0" POOL
VAULT

GATE TRASH
964 SF
GATE

MECHANICAL
587 SF
ELEC.
760 SF

MECHANICAL
534 SF
TRASH
720 SF
ELEC.
561 SF
TPG 1610 ARTESIAGARDENA, CALIFORNIATCA# 2021-068
02/07/2024
1610 ARTESIAGARDENA, CALIFORNIATCA # 2021-068

DEVELOPMENT APPLICATION
FEBRUARY 09, 2024
LEV
POOL
EQUIPMENT 26'-0"
MIN. BLDG
3'-4"
10'-0" FR
(BU
SHORT

UTILITY
26'-0" 26'-0" 26'-0"

SETBACK
5'-0"

SPEED RAMP DN TO
BASEMENT 1 - 12%%%
26'-0" 26'-0" 26'-0" 26'-0"
ETBACK
5'-0"
XK2
MH: 12
XK2
MH: 12
XP15
MH: 15
XB1D
MH: 12
XB1D
MH: 12 MH: 12
XB1D
MH: 12
XB1D XB1D
MH: 12
XB1D
MH: 12
MH: 12
XK2
MH: 12
XK2
MH: 12
XK2
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
MH: 12
XK2
MH: 12
XK2
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
XK2
MH: 12
MH: 12
XK2
XK2
MH: 12
MH: 12
XK2
MH: 12
XK2
XK2
MH: 12
XK2
MH: 12
MH: 12
XK2
MH: 12
XK2
XK2
MH: 12
MH: 12
XK2
XK3
MH: 12
XK3
MH: 12
XK3
MH: 12
XK3
MH: 12
XK3
MH: 12

0.3 0.1 0.1

0.3 0.1

0.2 0.3

0.3 0.3

0.4 0.4

0.3 0.3

0.2 0.1

0.0 0.0

0.0 3.2

2.7 2.3 1.7 1.6 1.0

2.1 3.1 2.0

2.1 1.8

1.9 1.9

1.8 1.8

1.9 1.9

1.9 2.0

2.2 2.1

2.0 1.9

1.9 1.9

1.9 1.8

1.9 1.9

1.8 1.9

1.9 1.9

1.9 1.8

1.6 1.1 1.2 1.2 1.3 1.2 1.3 1.4 1.4 1.3 1.2 1.2 1.2 1.1 1.0 1.1 1.2 1.8 2.7 2.9 2.4 2.9 4.3

1.1 1.0 1.1 1.1 1.5 1.8 2.6 3.8

2.5 1.7 2.2 1.5 1.9 2.1

3.4 2.4 3.1

3.2 1.9 2.7

1.5 1.7

5.2 2.3 1.5 5.0 5.2 4.6
Luminaire Schedule
Symbol Qty Tag Lum. Watts Lum. Lumens LLF Description
8 XB1D 9.98 1077 0.800 Square Downlight - NU4-QD-SW-13LM-30K-80-D65-120 33 XK2 6.7947 638 0.800 Wallpack - WDGE1 LED P0 30K 90CRI VW 5 XK3 15.0178 1659 0.800 Wallpack - WDGE1 LED P2 30K 90CRI VF 18 XP15 54 4873 0.800 15' Roadway Pole - LI-21171-T3-W30 28 Z1418R 29.0936 3004 0.800 Parking Entry Linear - SL1L 4FT 800LMF 35K STD Pedestrian Walkway
Illuminance (Fc)
Average = 1.96
Maximum = 3.2
Minimum = 1.0
Avg/Min Ratio = 1.96
Max/Min Ratio = 3.20
Average = 0.26
Maximum = 0.7
Minimum = 0.0
Avg/Min Ratio = N.A.

Max/Min Ratio = N.A.

Illuminance (Fc)
Beyond Property Line
Roadway
Illuminance (Fc)
Average = 2.66
Maximum = 4.8
Minimum = 1.0
Avg/Min Ratio = 2.66
Max/Min Ratio = 4.80
6 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 21, 2024

DEVELOPMENT APPLICATION BUILDING ELEVATIONS

NORTH & EAST
NORTH
EAST
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5
LEVEL 6
15'-0" 10'-1" 10'-1" 10'-1" 12'-1"
10'-1" 10'-1" 10'-1" 10'-1"
@ CORNER

UNITS ONLY
10'-1"
11'-1"
@ TYPICAL
LEVEL 6
15'-0"
84'-6"
P.L.

P.L.

LOWEST GRADE AT BUILDING
F.F. 28.89'
F.F. 34.30'
(OVERALL BUILDING HEIGHT)
16’
32’
64’
10 ARTESIA

ARDENA, CALIFORNIA
A # 2021-068
FEBRUARY 09, 2024
DEVELOPMENT APPLICATION BUILDING ELEVATIONS A-2.1

NORTH ELEVATION
1) NORTH ELEVATION
2) PERSPECTIVE VIEW FROM MAIN ENTRY
ARTESIA BLVD.

KEY PLAN 1
2 *LANDSCAPING IN RENDER IS CONCEPTUAL AND MAY NOT REPRESENT THE ACTUAL PLANTING OR LOCATION.

MATERIAL LEGEND:

CEMENTITIOUS PANEL

FACE BRICK VENEER

EXTERIOR PLASTER

STORE-FRONT

VINYL WINDOWS

METAL AWNING

METAL RAILING

GLASS RAILING

GARAGE SCREENS

PROPOSED SIGN LOCATIONS
CP-1:

FB-1
P-1
SF-1:

W-1:

A-1:

R-1:

GR-1:

G-1:

SN-1:

A-1 SN-1 G-1 CP-1 P-1 W-1 R-1 W-1 P-1 SN-1 CP-1 SF-1 SF-1 GR-1 FB-1 A-1 SF-1 SF-1 GR-1 LEVEL 3
LEVEL 4
LEVEL 5
LEVEL 6
LEVEL 1
15'-0" 10'-1" 10'-1" 10'-1" 12'-1"
10'-1" 10'-1" 10'-1" 10'-1"
@ CORNER

UNITS ONLY
10'-1"
11'-1"
@ TYPICAL
LEVEL 6
G
LEVEL 2
F.F. 34.30'
15'-0"
84'-6"
P.L.

P.L.
(OVERALL BUILDING HEIGHT)
1) EAST ELEVATION
SF-1 GR-1 CP-1 P-1 R-1 G-1 R-1 P-1 W-1 CP-1 A-1 W-1 P-1 G-1 P-1 A-1 P-1 CP-1 SN-1 SF-1 Ambient Downlights
Recessed Downlight
- Kelvin Temp: 3000K LED
- 1200 Lumens
Pedestrian Fire Lane
Wall Pack
- Kelvin Temp: 3000K LED
- 638 Lumens
- Mounting Height: 12'
Balcony Downlights - Tenant Controlled
Recessed Downlight
- Kelvin Temp: 3000K LED
- 1200 Lumens
Parking Garage Entry
Recessed Linear Downlight
- Kelvin Temp: 3000K LED
- 800 Lumens per foot
- Size: 14' x 18' 4 1/2"
2 7/8"
4 1/2"
2 7/8"
Balcony Sconce
Sconce
- Kelvin Temp: 3000K LED
- 63 Lumens
Linear Trim
Linear Trim
- Kelvin Temp: 3000K LED
- 259 Lumens per foot

0.76"

0.87"

DESIGN OPTIONS
7 1610 ARTESIA

GARDENA, CALIFORNIA
TCA # 2021-068
FEBRUARY 21, 2024

DEVELOPMENT APPLICATION BUILDING ELEVATIONS

SOUTH & WEST
SOUTH
WEST
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5
LEVEL 6
15'-0" 10'-1" 10'-1" 10'-1" 12'-1"
10'-1" 10'-1" 10'-1" 10'-1"
@ CORNER

UNITS ONLY
10'-1"
11'-1"
@ TYPICAL
LEVEL 6
15'-0"
84'-6"
P.L.

P.L.

GRADE AT BUILDING
9'
F.F. 34.30'
(OVERALL BUILDING HEIGHT)
16’
32’
64’

ARTESIA

ENA, CALIFORNIA
2021-068
FEBRUARY 09, 2024
DEVELOPMENT APPLICATION BUILDING ELEVATIONS A-2.3

SOUTH ELEVATION
ARTESIA BLVD.

KEY PLAN 1
2 1) SOUTH ELEVATION
2) PERSPECTIVE VIEW
*LANDSCAPING IN RENDER IS CONCEPTUAL AND MAY NOT REPRESENT THE ACTUAL PLANTING OR LOCATION.

MATERIAL LEGEND:

CEMENTITIOUS PANEL

FACE BRICK VENEER

EXTERIOR PLASTER

STORE-FRONT

VINYL WINDOWS

METAL AWNING

METAL RAILING

GLASS RAILING

GARAGE SCREENS

PROPOSED SIGN LOCATIONS
CP-1:

FB-1
P-1
SF-1:

W-1:

A-1:

R-1:

GR-1:

G-1:

SN-1:

A-1 SN-1 CP-1 G-1 R-1 P-1 R-1 P-1 A-1 G-1 W-1 P-1 W-1 CP-1 SF-1 15'-0" 10'-1" 10'-1" 10'-1" 12'-1"
10'-1" 10'-1" 10'-1" 10'-1"
@ CORNER

UNITS ONLY
10'-1"
11'-1"
@ TYPICAL
LEVEL 6
15'-0"
84'-6"
P.L.

LEVEL 5
LEVEL 4
LEVEL 3
LEVEL 2
LEVEL 1
LEVEL 6
P.L.

F.F. 34.30'
(OVERALL BUILDING HEIGHT)
1) WEST ELEVATION
SF-1 A-1 CP-1 SN-1 GR-1 P-1 A-1 R-1 W-1 P-1 SN-1 R-1 P-1 W-1 SF-1 P-1 R-1 W-1 CP-1 SF-1 A-1 Ambient Downlights
Recessed Downlight
- Kelvin Temp: 3000K LED
- 1200 Lumens
Pedestrian Fire Lane
Wall Pack
- Kelvin Temp: 3000K LED
- 638 Lumens
- Mounting Height: 12'
Balcony Downlights - Tenant Controlled
Recessed Downlight
- Kelvin Temp: 3000K LED
- 1200 Lumens
Parking Garage Entry
Recessed Linear Downlight
- Kelvin Temp: 3000K LED
- 800 Lumens per foot
- Size: 14' x 18' 4 1/2"
2 7/8"
4 1/2"
2 7/8"
Balcony Sconce
Sconce
- Kelvin Temp: 3000K LED
- 63 Lumens
Linear Trim
Linear Trim
- Kelvin Temp: 3000K LED
- 259 Lumens per foot

0.76"

0.87"

DESIGN OPTIONS

PATHWAY NOTES
GENERAL:

1. THE DRAWINGS INDICATE ONE ROUTING METHOD OF THE CABLING PATHWAYS. CHANGES MAY BE MADE TO

THE PATHWAY SYSTEM TO ACCOMMODATE SITE CONDITIONS OR SIMPLIFY INSTALLATION AS LONG AS

ADEQUATE SIZING IS MAINTAINED AND THE ARCHITECT APPROVES THE COORDINATION DRAWINGS SUBMITTED FOR REVIEW.

2. COORDINATE PATHWAYS WITH OTHER CONDUIT.

3. REGARDLESS OF PATHWAY TYPE, ALL CABLING SHALL BE SUPPORTED AT 5'-0' MAXIMUM INTERVAL.

4. UNLESS OTHERWISE NOTED, CABLE PATHWAY WILL RUN PARALLEL TO WALLS.

5. PROVIDE PROPER BONDING AND GROUNDING OF HORIZONTAL PATHWAYS IN ACCORDANCE WITH APPLICABLE ELECTRICAL CODES AND STANDARDS, AND ANSI/TIA/EIA-607.

CONDUIT:

1. CONDUIT RUNS SHALL NOT CONTAIN LB'S.

2. BACKBONE CONDUIT RUNS SHALL NOT EXCEED 200 CONTINUOUS FEET. FOR RUNS IN EXCESS OF 200 FEET, INSERT AN ACCESSIBLE PULL BOX.

3. BRANCH CONDUIT RUNS SHALL NOT EXCEED 100 CONTINUOUS FEET. FOR RUNS IN EXCESS OF 200 FEET, INSERT AN ACCESSIBLE PULL BOX.

4. IF A CONDUIT REQUIRES MORE THAN TWO 90'S BENDS, THEN PROVIDE AN ACCESSIBLE PULL BOX BETWEEN SECTIONS WITH 2 BENDS OR LESS. IF A CONDUIT RUN REQUIRES A REVERSE BEND (BETWEEN 100° AND 180°, THEN INSERT AN ACCESSIBLE PULL BOX AT EACH BEND HAVING AN ANGLE FROM 100° AND 180°. IF A CONDUIT RUN REQUIRES MORE THAN TWO 90° BENDS BETWEEN PULL BOXES, THEN FOR EACH ADDITIONAL BEND EITHER DERATE THE CONDUIT CAPACITY BY 15% OR USE THE NEXT LARGER SIZE CONDUIT.

5. REAM ALL CONDUIT ENDS. FIT STUBBED CONDUITS WITH AN INSULATED BUSHING SHARP EDGES THAT MAY DAMAGE CABLE DURING INSTALLATION OR SERVICE. EQUIP ALL CONDUIT WITH PULL CORD A MINIMUM TEST RATING OF 200LBS.

6. CONTRACTOR SHALL MAINTAIN A MINIMUM BEND RADIUS OF 24" FOR ALL 2" CONDUIT RUNS UNLESS NOTED OTHERWISE.

GENERAL NOTES

1. BACK BOXES, PULL BOXES, AND CONDUIT ARE TO BE PROVIDED BY ELECTRICAL CONTRACTOR. CONDUIT ROUTING SHOWN ON "SEC" SERIES DRAWINGS ARE SCHEMATIC AND FOR REFERENCE ONLY. CONDUIT ROUTES MAY REQUIRE MODIFICATION DUE TO CONSTRUCTION FIELD CONDITIONS. CONDUIT SHOULD NOT EXCEED 200' BETWEEN PULL BOXES OR 180 DEGREES OF BENDS. PULL BOXES SHALL NOT BE USED IN LIEU OF A BEND.

2. ALL OUTLETS ARE TO BE POSITIONED SECURELY IN UNIFORM WITH ADJACENT OUTLETS.

3. ALL FIRE STOPPING AS REQUIRED BY CODE AND INSTALLATION IS RESPONSIBILITY OF THE INSTALLING CONTRACTOR.

4. ALL NECESSARY LOW VOLTAGE PERMITS AND INSPECTIONS SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR.

5. ALL WORK WILL MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE STATUTES, ORDINANCES,

RULES, CODES, REGULATIONS, DECISIONS, AND ORDERS OF ALL LOCAL, STATE AND FEDERAL

AUTHORITIES HAVING JURISDICTION OVER THE CONSTRUCTION OF TELECOMMUNICATIONS CABLE

SYSTEMS, INCLUDING BUT NOT LIMITED TO, APPLICABLE BUILDING CODES, FIRE CODES, AND

REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION AND FEDERAL COMMUNICATIONS COMMISSION.

6. ALL WORK WILL MEET OR EXCEED THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, OTHER NFPA CODES, AND ANY THEN-CURRENT AMENDMENTS OR ADDENDA THERETO, INCLUDING, BUT NOT LIMITED TO; · NFPA 70 NATIONAL ELECTRICAL CODE EDITION, ARTICLE 800- COMMUNICATIONS SYSTEMS · NFPA 70 NATIONAL ELECTRICAL CODE EDITION, ARTICLE 200- WIRING AND PROTECTION

7. EXCEPT AS OTHERWISE SPECIFIED IN THE SCOPE OF WORK, ALL WORK WILL MEET OR EXCEED THE AMENDMENTS OR ADDENDA THERETO, INCLUDING BUT LIMITED TO: · ANSI/TIA/EIA-570-B AND ADDENDA- RESIDENTIAL TELECOMMUNICATIONS INFRASTRUCTURE STANDARD · ANSI/TIA/EIA-568-B.1 AND ADDENDA- COMMERCIAL BUILDING TELECOMMUNICATIONS CABLING STANDARD - PART 1: GENERAL REQUIREMENTS
· ANSI/TIA/EIA-568-B.2 AND ADDENDA- BUILDING TELECOMMUNICATIONS CABLING STANDARD - PART 2:

BALANCED TWISTED PAIR
· ANSI/TIA/EIA-568-B.3 AND ADDENDA- OPTICAL FIBER CABLING COMPONENTS STANDARD · ANSI/TIA/EIA-569-A AND ADDENDA- COMMERCIAL BUILDING STANDARD FOR TELECOMMUNICATIONS

PATHWAYS AND SPACES
· ANSI/TIA/EIA-606-A AND ADDENDA- ADMINISTRATION STANDARD FOR COMMERCIAL TELECOMMUNICATIONS

INFRASTRUCTURE
· ANSI/TIA/EIA-607-A AND ADDENDA- COMMERCIAL BUILDING GROUNDING (EARTHING) AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. · ALL WORK WILL MEET OR EXCEED THE SAFETY REQUIREMENTS AND CERTIFICATIONS OF UNDERWRITERS LABORATORIES INC. (UL).

CABLING NOTES

OUTLETS

1. SINGLE GANG ELECTRICAL BOXES SHALL BE INSTALLED DURING ROUGH-IN FOR EACH FACEPLATE.

2. LOW VOLTAGE BOXES MUST BE LEVEL AND UNOBSTRUCTED.

3. INSTALL WALL PLATES AFTER FINISH PAINT.

CABLES

1. ALL CABLE SHALL BE RISER-RATED AT A MINIMUM AND PLENUM-RATED IN SUCH SPACES THAT REQUIRE IT BY LOCAL, STATE OR NATIONAL CODE. ALL CABLING MUST MEET OR EXCEED ANSI/EIA/TIA-568 REQUIREMENTS.

GENERAL

1. DO NOT USE METAL STAPLES OR OTHER METHODS THAT KINK OR DEFORM CABLE JACKET. USE PLASTIC STAPLES SUCH AS THE PETER MANGONE RB CLIP GUN SYSTEM.

2. NO SPLICES ARE PERMITTED.

3. ALL EXPOSED CONNECTION HARDWARE SHALL BE PROTECTED FROM PLASTER, PAINT AND OTHER SUCH MATERIALS.

4. ALL CORING AND DRILLING THROUGH CONCRETE, BLOCK, STONE, OR OTHER IMPERVIOUS MATERIALS IS THE RESPONSIBILITY OF GENERAL CONTRACTOR.

5. ALL FIRE STOPPING AS REQUIRED BY CODE AND INSTALLATION IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR.

6. ALL LOW-VOLTAGE WIRING SHOULD BE RUN AT LEAST ONE STUD BAY APART (12" MINIMUM) FROM ANY PARALLEL HIGH-VOLTAGE WIRING, AND CROSS AT RIGHT ANGLES WHENEVER NECESSARY. WHERE THERE

IS SUFFICIENT CLEARANCE TO MEET THAT REQUIREMENT, THE CABLING MUST BE ARRANGED TO PROVIDE

THE MAXIMUM POSSIBLE SEPARATION, OVER AS MUCH DISTANCE AS POSSIBLE (UNDER NO CIRCUMSTANCES SHALL THE LATERAL DISTANCE BE LESS THAN 4" WITHOUT SUPPLEMENTAL SHIELDING).

THE ONLY EXCEPTION IS WHERE CABLES CROSS AT RIGHT ANGLES, WHERE A 2" MINIMUM SEPARATION MUST BE MAINTAINED.

7. COORDINATE WITH THE ELECTRICAL CONTRACTOR BEFORE THE HIGH-VOLTAGE WIRING COMMENCES.

8. PROTECTING CABLING FROM DAMAGE IS THE RESPONSIBILITY OF THE LOW-VOLTAGE INSTALLING CONTRACTOR. ALL CABLING MUST BE RUN WHERE IT IS UNLIKELY TO BE DAMAGED AFTER INSTALLATION, NAIL PLATES SHOULD BE INSTALLED WHERE CABLING PASSES THROUGH WALL STUDS. WHERE STEEL

FRAMING IS USED, PLASTIC BUSHINGS MUST BE INSTALLED WHERE EVER CABLES PASS THROUGH METAL STRUCTURAL MEMBERS. CABLES MUST NOT TOUCH ANY EDGES OF METAL FRAMING.

9. ALL CABLING MUST BE PROPERLY SUPPORTED AND SECURED IN A WAY THAT WILL NOT COMPRESS OR DEFORM THE CABLES.

10. ALL CABLE BENDS MUST MAINTAIN MANUFACTURES BEND RADIUS REQUIREMENTS.

11. ANY DEFECTIVE OR DAMAGED CABLING, OR ANY CABLE OR CABLE INSTALLATION THAT DOES NOT MEET THESE SPECIFICATIONS, MUST BE REPLACED. THIS WILL BE AT THE INSTALLATION CONTRACTOR'S EXPENSE, UNLESS IT IS THE RESULT OF GROSS NEGLIGENCE BY ANOTHER TRADE. THE GENERAL

CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOW-VOLTAGE INSTALLATION CONTRACTOR OF ANY SUCH CABLE DAMAGE. SPLICING OR REPAIR OF CABLING IS NOT PERMITTED.

12. THE LOW VOLTAGE CONTRACTOR SHALL LABEL ALL LOW VOLTAGE CABLES AT BOTH ENDS IN A CLEAR AND LEGIBLE MANNER. THE LABEL SHALL BE LOCATED WITHIN 1 FOOT OF THE LIKELY TERMINATION POINT AFTER TRIM SO THAT THE LABEL WILL NOT BE CUT OFF. EACH LABEL MUST BE UNIQUE INDICATING ORIGIN AND DESTINATION.

SEC -0.0 COVER SHEET
SEC -1.1 BASEMENT GROUND LEVEL
SEC -1.2 SITE PLAN GROUND LEVEL
SEC -1.3 FLOOR PLAN LEVEL 2 - PODIUM LEVEL
SEC -1.4 FLOOR PLAN LEVEL 3
SEC -1.5 FLOOR PLAN LEVEL 4
SEC -1.6 FLOOR PLAN LEVEL 5
SEC -1.7 FLOOR PLAN LEVEL 6

TYPICAL WIRE SCHEDULE

SYMBOL DESCRIPTION USE
A COMBINATION ACCESS CONTROL CABLE 22/6, 22/2, 18/4, 22/4 COMPOSITE CARD ACCESS CABLE B 22/6 COND. DOOR READER FOB STROBE/SOUNDER C 22/2 COND. DOOR CONTACT D 18/4 COND. ELECTRIFIED LOCK E 22/4 COND. REQUEST FOR EXIT F 18/2 COND. + 22/6 COND. VEHICLE GATE READER G 18/4 COND.

GENERAL NOTES

ACCESS CONTROL MAIN PANEL

ACCESS CONTROL PANEL

ACCESS CONTROL SYMBOLS

CCTV VIDEO MONITOR

VIDEO SURVEILLANCE SYMBOLS
MISC. SYMBOLS

PATHWAY SYMBOL LEGEND

ACCESS CONTROL POWER SUPPLY
WALL MOUNT CABINET FOR EQUIP CPI# 13050-723 WITH CPI FAN KIT CPI#13051-001.

CCTV NETWORK VIDEO RECORDER
VM
A

CCTV POE SWITCH
APS
ACP
ACMP

REQUEST TO EXIT SENSOR

ELECTRIFIED LOCK (SUPPLIED BY OTHERS)

ACCESS CONTROL DOOR CONTACT
TELEPHONE ENTRY PANEL - DOOR KING 1835 SERIES NO EQUAL

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION

GATE CONTROL

TRANSPONDER RECEIVER
DC
REX
TSR
EL
GC
TEP

ACCESS CONTROL KEY FOB READER

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION

ACCESS CONTROL KEY FOB READER W/KEYPAD

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION
F/K
CCTV
CPS
NVR
KS KNOX KEY SWITCH - MODEL #3502

REFER TO EMERGENCY ACCESS PLAN PRIOR TO ORDERING OR INSTALLING MAXIMUM DISTANCE BETWEEN J-BOXES IS 200-FEET OR AS INDICATED.

MAXIMUM DISTANCE FOR POE CAMERA IS 275-FEET FROM CCTV PANEL PROVIDE PULL STRING IN ALL CONDUITS (BY EC.).

PROVIDE AND INSTALL CONDUITS AS NOTED (BY EC.). PROVIDE 3/4-INCH CONDUIT IF CONDUIT SIZE IS NOT INDICATED (BY EC.).

PROVIDE AND INSTALL ALL CORES (BY EC.).

PROVIDE 5's BOXES & SWITCH RINGS FOR SECURITY DEVICES (BY EC.). ALL

KFR WILL REQUIRE BACKBOXES CONFIRM MOUNTING HEIGHTS WITH ARCHITECT.

REFER TO SEC0.1 FOR CAMERA AND DOOR DETAILS FOR ADDITIONAL CONDUIT AND BOXES.

B
C
D
E
F
G
H
COORDINATE WITH GC & SECURITY CONTRACTOR PRIOR TO CORING (BY EC).

PROVIDE 3/4-INCH FIRE-RATED PLYWOOD (BY GC.). ALL ROOMS WITH ACCESS CONTROL PANELS/CCTV CABINETS AND RACKS.

J
PROVIDE 12" X 12" X 6"D PULL BOX WHERE MORE THAN 180 DEGREES BEND OCCURS, OR AS INDICATED (BY EC.).

PROVIDE 18" X 18" X 6"D PULL BOX WHERE MORE THAN 180 DEGREES BEND OCCURS, OR AS INDICATED (BY EC.).
18 12
SUB-KEYED KNOX BOX MOUNTED 4 FEET ABOVE GRADE AND WITHIN 2 FEET

OF THE LOCKING DEVICE

REFER TO EMERGENCY ACCESS PLAN PRIOR TO ORDERING OR INSTALLING KB

CONTROLLED ACCESS SYMBOLS

NUMBER ADJACENT DIAMOND INDICATES QUANTITY OF CONDUIT TO INSTALL (LETTER = SYSTEM)
RUN (1) 3/4" C. FOR DEVICES (BY EC.).

RUN (1) 1" C. FOR DEVICES (BY EC.).

RUN (1) 1.25" C. FOR DEVICES (BY EC.).

RUN (1) 2.0" C. FOR BACKBONE/DEVICE PATHWAY(BY EC.).
.75"
RUN (x) CONDUIT - S = ACCESS CONTROL-CCTV SYSTEM.

RUN (x) CONDUIT - C = COMBINATION CONDUIT FOR ACCESS
CONTROL-CCTV-WI-FI SYSTEM.

1.0" 1.25" 2.0" RUN (1) 3.0" C. FOR BACKBONE/DEVICE PATHWAY(BY EC.). 3.0" x
(xC)x
(xS)
PROVIDE & INSTALL 5S BOX WITH COVER (BY EC.). 4S
DOME CAMERA 4.0 MEGAPIXEL 4.0M

5.0M DOME CAMERA 5.0 MEGAPIXEL
DOME CAMERA WALL MOUNT 3.0 MEGAPIXEL
DOME CAMERA WALL MOUNT 5.0 MEGAPIXEL

5.0M

4.0M
IT / COMBINATION CABINET - CPI# 13493-772 (OR EQUAL)
72H x 27.3W x 30D - 40U (BY SCS CONTRACTOR). CCTV
30D-40U DEDICATED PHONE LINE (CAT5 INSTALLED BY SCS CONTRACTOR) ELEVATOR CONTROL PANEL (BY OTHERS).

TRAVEL CABLE INSTALLED BY ELEVATOR CONTRACTOR
ECP

GENERAL NOTES EQUIPMENT SYMBOL LIST WIRE SCHEDULE

INDEX OF DRAWINGS
TPG 1610 ARTESIA

ACCESS CONTROL & VIDEO SURVEILLANCE SYSTEM
TPG 1610 ARTESIA DEVELOPMENT APPLICATION
GARDENA, CALIFORNIA 02/26/2024
TPG
TCA# 2021-068 CORPORATE OFFICE
T(714)902-8000 F(714)902-8001
15215 Alton Parkway Suite #200
Irvine, CA 92618
C-10 #612153 ACO 5998
www.pyrocomm.com SEC-0.0 COVER SHEET
REX DC

KFR DC REX DC REX

KFR REX DC

KFR REX DC
REX DC
UTILITY STORAGE STORAGE STORAGE SPEED RAMP UP TO LEVEL 1 - 12% UP
ELEV 3 ARTESIA BLVD.

KFR

KFR KFR
KFR
REX DC
KFR

GENERAL NOTES

ACCESS CONTROL MAIN PANEL

ACCESS CONTROL PANEL

ACCESS CONTROL SYMBOLS

CCTV VIDEO MONITOR

VIDEO SURVEILLANCE SYMBOLS
MISC. SYMBOLS

PATHWAY SYMBOL LEGEND

ACCESS CONTROL POWER SUPPLY
WALL MOUNT CABINET FOR EQUIP CPI# 13050-723 WITH CPI FAN KIT CPI#13051-001.

CCTV NETWORK VIDEO RECORDER
VM A

CCTV POE SWITCH
APS
ACP
ACMP

REQUEST TO EXIT SENSOR

ELECTRIFIED LOCK (SUPPLIED BY OTHERS)

ACCESS CONTROL DOOR CONTACT
TELEPHONE ENTRY PANEL - DOOR KING 1835 SERIES NO EQUAL

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION

GATE CONTROL

TRANSPONDER RECEIVER
DC
REX
TSR
EL
GC
TEP

ACCESS CONTROL KEY FOB READER

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION

ACCESS CONTROL KEY FOB READER W/KEYPAD

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION
F/K
CCTV
CPS
NVR
KS KNOX KEY SWITCH - MODEL #3502

REFER TO EMERGENCY ACCESS PLAN PRIOR TO ORDERING OR INSTALLING MAXIMUM DISTANCE BETWEEN J-BOXES IS 200-FEET OR AS INDICATED.

MAXIMUM DISTANCE FOR POE CAMERA IS 275-FEET FROM CCTV PANEL PROVIDE PULL STRING IN ALL CONDUITS (BY EC.).

PROVIDE AND INSTALL CONDUITS AS NOTED (BY EC.). PROVIDE 3/4-INCH CONDUIT IF CONDUIT SIZE IS NOT INDICATED (BY EC.).

PROVIDE AND INSTALL ALL CORES (BY EC.).

PROVIDE 5's BOXES & SWITCH RINGS FOR SECURITY DEVICES (BY EC.). ALL

KFR WILL REQUIRE BACKBOXES CONFIRM MOUNTING HEIGHTS WITH ARCHITECT.

REFER TO SEC0.1 FOR CAMERA AND DOOR DETAILS FOR ADDITIONAL CONDUIT AND BOXES. BCDEFGH
COORDINATE WITH GC & SECURITY CONTRACTOR PRIOR TO CORING (BY EC).

PROVIDE 3/4-INCH FIRE-RATED PLYWOOD (BY GC.). ALL ROOMS WITH ACCESS CONTROL PANELS/CCTV CABINETS AND RACKS. J
PROVIDE 12" X 12" X 6"D PULL BOX WHERE MORE THAN 180 DEGREES BEND OCCURS, OR AS INDICATED (BY EC.).

PROVIDE 18" X 18" X 6"D PULL BOX WHERE MORE THAN 180 DEGREES BEND OCCURS, OR AS INDICATED (BY EC.).
18 12
SUB-KEYED KNOX BOX MOUNTED 4 FEET ABOVE GRADE AND WITHIN 2 FEET

OF THE LOCKING DEVICE

REFER TO EMERGENCY ACCESS PLAN PRIOR TO ORDERING OR INSTALLING KB

CONTROLLED ACCESS SYMBOLS

NUMBER ADJACENT DIAMOND INDICATES QUANTITY OF CONDUIT TO INSTALL (LETTER = SYSTEM)
RUN (1) 3/4" C. FOR DEVICES (BY EC.).

RUN (1) 1" C. FOR DEVICES (BY EC.).

RUN (1) 1.25" C. FOR DEVICES (BY EC.).

RUN (1) 2.0" C. FOR BACKBONE/DEVICE PATHWAY(BY EC.).
.75"
RUN (x) CONDUIT - S = ACCESS CONTROL-CCTV SYSTEM.

RUN (x) CONDUIT - C = COMBINATION CONDUIT FOR ACCESS
CONTROL-CCTV-WI-FI SYSTEM.

1.0" 1.25" 2.0" RUN (1) 3.0" C. FOR BACKBONE/DEVICE PATHWAY(BY EC.). 3.0" x (xC)x
(xS)
PROVIDE & INSTALL 5S BOX WITH COVER (BY EC.). 4S
DOME CAMERA 4.0 MEGAPIXEL 4.0M

5.0M DOME CAMERA 5.0 MEGAPIXEL
DOME CAMERA WALL MOUNT 3.0 MEGAPIXEL
DOME CAMERA WALL MOUNT 5.0 MEGAPIXEL

5.0M

TRAVEL CABLE INSTALLED BY ELEVATOR CONTRACTOR
ECP

TYPICAL WIRE SCHEDULE
SYMBOL DESCRIPTION USE A COMBINATION ACCESS CONTROL CABLE 22/6, 22/2, 18/4, 22/4 COMPOSITE CARD ACCESS CABLE B 22/6 COND. DOOR READER FOB STROBE/SOUNDER C 22/2 COND. DOOR CONTACT D 18/4 COND. ELECTRIFIED LOCK E 22/4 COND. REQUEST FOR EXIT F 18/2 COND. + 22/6 COND. VEHICLE GATE READER G 18/4 COND.

GROUND LEVEL
TPG 1610 ARTESIA DEVELOPMENT APPLICATION
GARDENA, CALIFORNIA 02/26/2024
TPG
TCA# 2021-068 CORPORATE OFFICE
T(714)902-8000 F(714)902-8001
15215 Alton Parkway Suite #200
Irvine, CA 92618
C-10 #612153 ACO 5998
www.pyrocomm.com
1" = 30'-0" 1 BASEMENT GROUND LEVEL
KFR

GENERAL NOTES

ACCESS CONTROL MAIN PANEL

ACCESS CONTROL PANEL

ACCESS CONTROL SYMBOLS

CCTV VIDEO MONITOR

VIDEO SURVEILLANCE SYMBOLS
MISC. SYMBOLS

PATHWAY SYMBOL LEGEND

ACCESS CONTROL POWER SUPPLY
WALL MOUNT CABINET FOR EQUIP CPI# 13050-723 WITH CPI FAN KIT CPI#13051-001.

CCTV NETWORK VIDEO RECORDER
VM
A

CCTV POE SWITCH
APS
ACP
ACMP

REQUEST TO EXIT SENSOR

ELECTRIFIED LOCK (SUPPLIED BY OTHERS)

ACCESS CONTROL DOOR CONTACT
TELEPHONE ENTRY PANEL - DOOR KING 1835 SERIES NO EQUAL

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION

GATE CONTROL

TRANSPONDER RECEIVER
DC
REX
TSR
EL
GC
TEP

ACCESS CONTROL KEY FOB READER

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION

ACCESS CONTROL KEY FOB READER W/KEYPAD

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION
F/K
CCTV
CPS
NVR
KS KNOX KEY SWITCH - MODEL #3502

REFER TO EMERGENCY ACCESS PLAN PRIOR TO ORDERING OR INSTALLING MAXIMUM DISTANCE BETWEEN J-BOXES IS 200-FEET OR AS INDICATED.

MAXIMUM DISTANCE FOR POE CAMERA IS 275-FEET FROM CCTV PANEL PROVIDE PULL STRING IN ALL CONDUITS (BY EC.).

PROVIDE AND INSTALL CONDUITS AS NOTED (BY EC.). PROVIDE 3/4-INCH CONDUIT IF CONDUIT SIZE IS NOT INDICATED (BY EC.).

PROVIDE AND INSTALL ALL CORES (BY EC.).

PROVIDE 5's BOXES & SWITCH RINGS FOR SECURITY DEVICES (BY EC.). ALL

KFR WILL REQUIRE BACKBOXES CONFIRM MOUNTING HEIGHTS WITH ARCHITECT.

REFER TO SEC0.1 FOR CAMERA AND DOOR DETAILS FOR ADDITIONAL CONDUIT AND BOXES.

B
C
D
E
F
G
H
COORDINATE WITH GC & SECURITY CONTRACTOR PRIOR TO CORING (BY EC).

PROVIDE 3/4-INCH FIRE-RATED PLYWOOD (BY GC.). ALL ROOMS WITH ACCESS CONTROL PANELS/CCTV CABINETS AND RACKS.

J
PROVIDE 12" X 12" X 6"D PULL BOX WHERE MORE THAN 180 DEGREES BEND OCCURS, OR AS INDICATED (BY EC.).

PROVIDE 18" X 18" X 6"D PULL BOX WHERE MORE THAN 180 DEGREES BEND OCCURS, OR AS INDICATED (BY EC.).
18 12
SUB-KEYED KNOX BOX MOUNTED 4 FEET ABOVE GRADE AND WITHIN 2 FEET

OF THE LOCKING DEVICE

REFER TO EMERGENCY ACCESS PLAN PRIOR TO ORDERING OR INSTALLING KB

CONTROLLED ACCESS SYMBOLS

NUMBER ADJACENT DIAMOND INDICATES QUANTITY OF CONDUIT TO INSTALL (LETTER = SYSTEM)
RUN (1) 3/4" C. FOR DEVICES (BY EC.).

RUN (1) 1" C. FOR DEVICES (BY EC.).

RUN (1) 1.25" C. FOR DEVICES (BY EC.).

RUN (1) 2.0" C. FOR BACKBONE/DEVICE PATHWAY(BY EC.).
.75"
RUN (x) CONDUIT - S = ACCESS CONTROL-CCTV SYSTEM.

RUN (x) CONDUIT - C = COMBINATION CONDUIT FOR ACCESS
CONTROL-CCTV-WI-FI SYSTEM.

1.0" 1.25" 2.0" RUN (1) 3.0" C. FOR BACKBONE/DEVICE PATHWAY(BY EC.). 3.0" x
(xC)x
(xS)
PROVIDE & INSTALL 5S BOX WITH COVER (BY EC.). 4S
DOME CAMERA 4.0 MEGAPIXEL 4.0M

5.0M DOME CAMERA 5.0 MEGAPIXEL
DOME CAMERA WALL MOUNT 3.0 MEGAPIXEL
DOME CAMERA WALL MOUNT 5.0 MEGAPIXEL

5.0M

TRAVEL CABLE INSTALLED BY ELEVATOR CONTRACTOR
ECP

TYPICAL WIRE SCHEDULE

GUEST PARKING
POOL
VAULT
GATE
GATE

DOG SPA
299 SF
TRASH
964 SF
TRASH
1,121 SF
SUB
ELEC.

POOL

EQUIPMENT
SALES
4,182 SF
LOBBY

UTILITY

STORAGE
1,588 SF
ELEC.
760 SF
SUB
ELEC. BIKE PRK'G
1,163 SF UTILITY
DNSPEED RAMP DN TO BASEMENT 1 - 12%

RESIDENT
GARAGE
ENTRY

GUEST & RESIDENT
GARAGE
ENTRY

BUILDING ABOVE

BASEMENT GARAGE
BELOW
ELEV 3
5'-0" SETBACK 5'-0" SETBACK
10'-0" FRONT SETBACK
(BUILDING) 5'-0" SETBACK ARTESIA BLVD.

MOVE-IN

MECHANICAL
587 SF
ELEC.
561 SF

MECHANICAL
895 SF UTILITY
TRASH
720 SF 5.0M 5.0M DC
KFR

REX DC REX DC DC REX
KFR DC 5.0M 5.0M

REX DCREX DCREX DC
TEP

VISITOR ENTRANCE

TEP SURFACE MOUNT
REX DC TSR 5.0M 5.0M REX DCKFR REX DC
KFR

4.0M 4.0M 5.0M 5.0M 5.0M 5.0M DC REX 4.0M REX DC KFR
KS KB
KS
KB
REX DC 4.0M

4.0M 5.0M 5.0M
KS
KB
KFR

VEHICLE
GATE

FD ACCESS

GATE TEP
VEHICLE GATE: CLOSED

AT ALL TIMES WITH

CONTROLLED ACCESS

VEHICLE

GATE VEHICLE GATE
VEHICLE GATE: CLOSED

AT ALL TIMES WITH

CONTROLLED ACCESS
PEDESTRIAN GATE: CLOSED

AT ALL TIMES WITH

CONTROLLED ACCESS
PEDESTRIAN GATE: CLOSED

AT ALL TIMES WITH

CONTROLLED ACCESS

KS KB KFR
KB KS

4.0M
VEHICLE GATE: OPEN

DURING BUSINESS HOURS
& CONTROLLED ACCESS

AFTER HOURS
TSR KS

KB KS KB KS
KB KS

KFR KFR KFR
KFR
KFR
KB
KFR
KFR
KB
KS
KS
KS
KB
KS
KFR DC
TSR
KS TSR VEHICLE GATE: CLOSED

AT ALL TIMES WITH

CONTROLLED ACCESS DC
KS
KB
KS

KB REX DC
KFR
KS
KB
KS
KB
KB KS

VISITOR ENTRANCE

TEP SURFACE MOUNT
SEC-1.2 SITE PLAN

GENERAL NOTES

ACCESS CONTROL MAIN PANEL

ACCESS CONTROL PANEL

ACCESS CONTROL SYMBOLS

CCTV VIDEO MONITOR

VIDEO SURVEILLANCE SYMBOLS
MISC. SYMBOLS

PATHWAY SYMBOL LEGEND

ACCESS CONTROL POWER SUPPLY
WALL MOUNT CABINET FOR EQUIP CPI# 13050-723 WITH CPI FAN KIT CPI#13051-001.

CCTV NETWORK VIDEO RECORDER
VM
A

CCTV POE SWITCH
APS
ACP
ACMP

REQUEST TO EXIT SENSOR

ELECTRIFIED LOCK (SUPPLIED BY OTHERS)

ACCESS CONTROL DOOR CONTACT
TELEPHONE ENTRY PANEL - DOOR KING 1835 SERIES NO EQUAL

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION

GATE CONTROL

TRANSPONDER RECEIVER
DC
REX
TSR
EL
GC
TEP

ACCESS CONTROL KEY FOB READER

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION

ACCESS CONTROL KEY FOB READER W/KEYPAD

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION
F/K
CCTV
CPS
NVR
KS KNOX KEY SWITCH - MODEL #3502

REFER TO EMERGENCY ACCESS PLAN PRIOR TO ORDERING OR INSTALLING MAXIMUM DISTANCE BETWEEN J-BOXES IS 200-FEET OR AS INDICATED.

MAXIMUM DISTANCE FOR POE CAMERA IS 275-FEET FROM CCTV PANEL PROVIDE PULL STRING IN ALL CONDUITS (BY EC.).

PROVIDE AND INSTALL CONDUITS AS NOTED (BY EC.). PROVIDE 3/4-INCH CONDUIT IF CONDUIT SIZE IS NOT INDICATED (BY EC.).

PROVIDE AND INSTALL ALL CORES (BY EC.).

PROVIDE 5's BOXES & SWITCH RINGS FOR SECURITY DEVICES (BY EC.). ALL

KFR WILL REQUIRE BACKBOXES CONFIRM MOUNTING HEIGHTS WITH ARCHITECT.

REFER TO SEC0.1 FOR CAMERA AND DOOR DETAILS FOR ADDITIONAL CONDUIT AND BOXES.

B
C
D
E
F
G
H
COORDINATE WITH GC & SECURITY CONTRACTOR PRIOR TO CORING (BY EC).

PROVIDE 3/4-INCH FIRE-RATED PLYWOOD (BY GC.). ALL ROOMS WITH ACCESS CONTROL PANELS/CCTV CABINETS AND RACKS.

J
PROVIDE 12" X 12" X 6"D PULL BOX WHERE MORE THAN 180 DEGREES BEND OCCURS, OR AS INDICATED (BY EC.).

PROVIDE 18" X 18" X 6"D PULL BOX WHERE MORE THAN 180 DEGREES BEND OCCURS, OR AS INDICATED (BY EC.).
18 12
SUB-KEYED KNOX BOX MOUNTED 4 FEET ABOVE GRADE AND WITHIN 2 FEET

OF THE LOCKING DEVICE

REFER TO EMERGENCY ACCESS PLAN PRIOR TO ORDERING OR INSTALLING KB

CONTROLLED ACCESS SYMBOLS

NUMBER ADJACENT DIAMOND INDICATES QUANTITY OF CONDUIT TO INSTALL (LETTER = SYSTEM)
RUN (1) 3/4" C. FOR DEVICES (BY EC.).

RUN (1) 1" C. FOR DEVICES (BY EC.).

RUN (1) 1.25" C. FOR DEVICES (BY EC.).

RUN (1) 2.0" C. FOR BACKBONE/DEVICE PATHWAY(BY EC.).
.75"
RUN (x) CONDUIT - S = ACCESS CONTROL-CCTV SYSTEM.

RUN (x) CONDUIT - C = COMBINATION CONDUIT FOR ACCESS
CONTROL-CCTV-WI-FI SYSTEM.

1.0" 1.25" 2.0" RUN (1) 3.0" C. FOR BACKBONE/DEVICE PATHWAY(BY EC.). 3.0" x
(xC)x
(xS)
PROVIDE & INSTALL 5S BOX WITH COVER (BY EC.). 4S
DOME CAMERA 4.0 MEGAPIXEL 4.0M

5.0M DOME CAMERA 5.0 MEGAPIXEL
DOME CAMERA WALL MOUNT 3.0 MEGAPIXEL
DOME CAMERA WALL MOUNT 5.0 MEGAPIXEL

5.0M

TRAVEL CABLE INSTALLED BY ELEVATOR CONTRACTOR
ECP

TYPICAL WIRE SCHEDULE

5.0M

REX DCREX DC BREEZEWAY
DBL. VOLUME BREEZEWAY BREEZEWAY

FITNESS
2,895 SF

CLUBROOM
2,743 SF
DBL. VOLUME
POOL R.R.
575 SF
A110
S101
A110

POOL COURTYARD
B103
ELEV 3 ARTESIA BLVD.

A710 A406
A710
S405
A110
S405
S405
S405
S405
B900
S101 S101 A110 A110 A110 B103 B103
A716 A716
B900
A710
A710
A716 A716 A406
S405
B700
B402
B700
A710
A716 A710
B900
B103
A110 A110 A110 S101 B103
B900
A110
A710
A710
B402
A406
ELEV 3
ELEV 1
ELEV 2
TRASH
TRASH

UTILITY
UT.

IDF

IDF IDF
S101

OUTDOOR FITNESS
2,000 SF

CALIFORNIA ROOM
1,100 SF

LINE OF GARAGE BELOW

WELLNESS
1,253 SF
B700
SALES
1,647 SF
SNG. VOLUME
A406
B700
SGL. VOLUME
B402
DBL. VOLUME
GOLF
701 SF
A110 REX DC
KFR
REX DC
KFR
REX DC
KFR
REX DC
KFR

KFR KFR

5.0M 5.0M

5.0M
REX DC
KFR
REX DC
KFR

5.0M 5.0M

5.0M
SEC-1.3

FLOOR PLAN
LEVEL 2 - PODIUM LEVEL
TPG 1610 ARTESIA DEVELOPMENT APPLICATION
GARDENA, CALIFORNIA 02/26/2024
TPG
TCA# 2021-068 CORPORATE OFFICE
T(714)902-8000 F(714)902-8001
15215 Alton Parkway Suite #200
Irvine, CA 92618
C-10 #612153 ACO 5998
www.pyrocomm.com
1" = 30'-0" 1 FLOOR PLAN - LEVEL 2 PODIUM LEVEL
KFR

GENERAL NOTES

ACCESS CONTROL MAIN PANEL

ACCESS CONTROL PANEL

ACCESS CONTROL SYMBOLS

CCTV VIDEO MONITOR

VIDEO SURVEILLANCE SYMBOLS
MISC. SYMBOLS

PATHWAY SYMBOL LEGEND

ACCESS CONTROL POWER SUPPLY
WALL MOUNT CABINET FOR EQUIP CPI# 13050-723 WITH CPI FAN KIT CPI#13051-001.

CCTV NETWORK VIDEO RECORDER
VM
A

CCTV POE SWITCH
APS
ACP
ACMP

REQUEST TO EXIT SENSOR

ELECTRIFIED LOCK (SUPPLIED BY OTHERS)

ACCESS CONTROL DOOR CONTACT
TELEPHONE ENTRY PANEL - DOOR KING 1835 SERIES NO EQUAL

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION

GATE CONTROL

TRANSPONDER RECEIVER
DC
REX
TSR
EL
GC
TEP

ACCESS CONTROL KEY FOB READER

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION

ACCESS CONTROL KEY FOB READER W/KEYPAD

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION
F/K
CCTV
CPS
NVR
KS KNOX KEY SWITCH - MODEL #3502

REFER TO EMERGENCY ACCESS PLAN PRIOR TO ORDERING OR INSTALLING MAXIMUM DISTANCE BETWEEN J-BOXES IS 200-FEET OR AS INDICATED.

MAXIMUM DISTANCE FOR POE CAMERA IS 275-FEET FROM CCTV PANEL PROVIDE PULL STRING IN ALL CONDUITS (BY EC.).

PROVIDE AND INSTALL CONDUITS AS NOTED (BY EC.). PROVIDE 3/4-INCH CONDUIT IF CONDUIT SIZE IS NOT INDICATED (BY EC.).

PROVIDE AND INSTALL ALL CORES (BY EC.).

PROVIDE 5's BOXES & SWITCH RINGS FOR SECURITY DEVICES (BY EC.). ALL

KFR WILL REQUIRE BACKBOXES CONFIRM MOUNTING HEIGHTS WITH ARCHITECT.

REFER TO SEC0.1 FOR CAMERA AND DOOR DETAILS FOR ADDITIONAL CONDUIT AND BOXES.

B
C
D
E
F
G
H
COORDINATE WITH GC & SECURITY CONTRACTOR PRIOR TO CORING (BY EC).

PROVIDE 3/4-INCH FIRE-RATED PLYWOOD (BY GC.). ALL ROOMS WITH ACCESS CONTROL PANELS/CCTV CABINETS AND RACKS.

J
PROVIDE 12" X 12" X 6"D PULL BOX WHERE MORE THAN 180 DEGREES BEND OCCURS, OR AS INDICATED (BY EC.).

PROVIDE 18" X 18" X 6"D PULL BOX WHERE MORE THAN 180 DEGREES BEND OCCURS, OR AS INDICATED (BY EC.).
18 12
SUB-KEYED KNOX BOX MOUNTED 4 FEET ABOVE GRADE AND WITHIN 2 FEET

OF THE LOCKING DEVICE

REFER TO EMERGENCY ACCESS PLAN PRIOR TO ORDERING OR INSTALLING KB

CONTROLLED ACCESS SYMBOLS

NUMBER ADJACENT DIAMOND INDICATES QUANTITY OF CONDUIT TO INSTALL (LETTER = SYSTEM)
RUN (1) 3/4" C. FOR DEVICES (BY EC.).

RUN (1) 1" C. FOR DEVICES (BY EC.).

RUN (1) 1.25" C. FOR DEVICES (BY EC.).

RUN (1) 2.0" C. FOR BACKBONE/DEVICE PATHWAY(BY EC.).
.75"
RUN (x) CONDUIT - S = ACCESS CONTROL-CCTV SYSTEM.

RUN (x) CONDUIT - C = COMBINATION CONDUIT FOR ACCESS
CONTROL-CCTV-WI-FI SYSTEM.

1.0" 1.25" 2.0" RUN (1) 3.0" C. FOR BACKBONE/DEVICE PATHWAY(BY EC.). 3.0" x
(xC)x
(xS)
PROVIDE & INSTALL 5S BOX WITH COVER (BY EC.). 4S
DOME CAMERA 4.0 MEGAPIXEL 4.0M

5.0M DOME CAMERA 5.0 MEGAPIXEL
DOME CAMERA WALL MOUNT 3.0 MEGAPIXEL
DOME CAMERA WALL MOUNT 5.0 MEGAPIXEL

5.0M

TRAVEL CABLE INSTALLED BY ELEVATOR CONTRACTOR
ECP

TYPICAL WIRE SCHEDULE

OPEN TO BELOW

OPEN TO BELOW
S101 A110 S101
A110
B103
ELEV 3 ARTESIA BLVD.

B900
A110
S405
S405
S405
S405
S405
A110
B900
B103 A110 S101 A110 A110
B103
B900
A406
A406
B402
B900
A716 A716
B103 B103 S101 S101 A110 A110 A110
A710
A710
B402
A710
A710 A406
A716 A710
A710
B700
B700
S405
A710
A710
A406 A716 A716 A716 A406
ELEV 1
ELEV 2
TRASH
TRASH

UTILITY
UT.

IDF

IDF IDF

POOL COURTYARD BELOW
B700
B700
A406

OPEN TO BELOW
B700
B402 REX DC
KFR
REX DC

KFR REX DC
KFR
REX DC
KFR
SEC-1.4
TPG 1610 ARTESIA DEVELOPMENT APPLICATION
GARDENA, CALIFORNIA 02/26/2024
TPG
TCA# 2021-068 CORPORATE OFFICE
T(714)902-8000 F(714)902-8001
15215 Alton Parkway Suite #200
Irvine, CA 92618
C-10 #612153 ACO 5998
www.pyrocomm.com
1" = 30'-0" 1

FLOOR PLAN
LEVEL 3
FLOOR PLAN - LEVEL 3
KFR

GENERAL NOTES

ACCESS CONTROL MAIN PANEL

ACCESS CONTROL PANEL

ACCESS CONTROL SYMBOLS

CCTV VIDEO MONITOR

VIDEO SURVEILLANCE SYMBOLS
MISC. SYMBOLS

PATHWAY SYMBOL LEGEND

ACCESS CONTROL POWER SUPPLY
WALL MOUNT CABINET FOR EQUIP CPI# 13050-723 WITH CPI FAN KIT CPI#13051-001.

CCTV NETWORK VIDEO RECORDER
VM
A

CCTV POE SWITCH
APS
ACP
ACMP

REQUEST TO EXIT SENSOR

ELECTRIFIED LOCK (SUPPLIED BY OTHERS)

ACCESS CONTROL DOOR CONTACT
TELEPHONE ENTRY PANEL - DOOR KING 1835 SERIES NO EQUAL

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION

GATE CONTROL

TRANSPONDER RECEIVER
DC
REX
TSR
EL
GC
TEP

ACCESS CONTROL KEY FOB READER

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION

ACCESS CONTROL KEY FOB READER W/KEYPAD

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION
F/K
CCTV
CPS
NVR
KS KNOX KEY SWITCH - MODEL #3502

REFER TO EMERGENCY ACCESS PLAN PRIOR TO ORDERING OR INSTALLING MAXIMUM DISTANCE BETWEEN J-BOXES IS 200-FEET OR AS INDICATED.

MAXIMUM DISTANCE FOR POE CAMERA IS 275-FEET FROM CCTV PANEL PROVIDE PULL STRING IN ALL CONDUITS (BY EC.).

PROVIDE AND INSTALL CONDUITS AS NOTED (BY EC.). PROVIDE 3/4-INCH CONDUIT IF CONDUIT SIZE IS NOT INDICATED (BY EC.).

PROVIDE AND INSTALL ALL CORES (BY EC.).

PROVIDE 5's BOXES & SWITCH RINGS FOR SECURITY DEVICES (BY EC.). ALL

KFR WILL REQUIRE BACKBOXES CONFIRM MOUNTING HEIGHTS WITH ARCHITECT.

REFER TO SEC0.1 FOR CAMERA AND DOOR DETAILS FOR ADDITIONAL CONDUIT AND BOXES.

B
C
D
E
F
G
H
COORDINATE WITH GC & SECURITY CONTRACTOR PRIOR TO CORING (BY EC).

PROVIDE 3/4-INCH FIRE-RATED PLYWOOD (BY GC.). ALL ROOMS WITH ACCESS CONTROL PANELS/CCTV CABINETS AND RACKS.

J
PROVIDE 12" X 12" X 6"D PULL BOX WHERE MORE THAN 180 DEGREES BEND OCCURS, OR AS INDICATED (BY EC.).

PROVIDE 18" X 18" X 6"D PULL BOX WHERE MORE THAN 180 DEGREES BEND OCCURS, OR AS INDICATED (BY EC.).
18 12
SUB-KEYED KNOX BOX MOUNTED 4 FEET ABOVE GRADE AND WITHIN 2 FEET

OF THE LOCKING DEVICE

REFER TO EMERGENCY ACCESS PLAN PRIOR TO ORDERING OR INSTALLING KB

CONTROLLED ACCESS SYMBOLS

NUMBER ADJACENT DIAMOND INDICATES QUANTITY OF CONDUIT TO INSTALL (LETTER = SYSTEM)
RUN (1) 3/4" C. FOR DEVICES (BY EC.).

RUN (1) 1" C. FOR DEVICES (BY EC.).

RUN (1) 1.25" C. FOR DEVICES (BY EC.).

RUN (1) 2.0" C. FOR BACKBONE/DEVICE PATHWAY(BY EC.).
.75"
RUN (x) CONDUIT - S = ACCESS CONTROL-CCTV SYSTEM.

RUN (x) CONDUIT - C = COMBINATION CONDUIT FOR ACCESS
CONTROL-CCTV-WI-FI SYSTEM.

1.0" 1.25" 2.0" RUN (1) 3.0" C. FOR BACKBONE/DEVICE PATHWAY(BY EC.). 3.0" x
(xC)x
(xS)
PROVIDE & INSTALL 5S BOX WITH COVER (BY EC.). 4S
DOME CAMERA 4.0 MEGAPIXEL 4.0M

5.0M DOME CAMERA 5.0 MEGAPIXEL
DOME CAMERA WALL MOUNT 3.0 MEGAPIXEL
DOME CAMERA WALL MOUNT 5.0 MEGAPIXEL

5.0M

TRAVEL CABLE INSTALLED BY ELEVATOR CONTRACTOR
ECP

TYPICAL WIRE SCHEDULE

INTRUSION ALARM, GLASS BREAK, MOTION SENSOR, TAMPER H 22/6 COND. ELEVATOR CONTROL I CAT6 PHONE LINE (BY SCS CONTRACTOR) J
CAT6 CAMERA CABLE /BACKBONE K 18/2 COND. TELEPHONE ENTRY PANEL L 18/2 TWISTED SHLD ACCESS CONTROL BACKBONE P 14/2 COND. TEP POWER/DOOR/GATE SM SM FIBER TIGHT BUFFER INDOOR/OUTDOOR 6-STRAND 230063101 OR = CAMERA NETWORK BACKBONEACCESS CONTROL BACKBONE B103 A110 S101 A110 A110
B103
B900
A406
A406
B900
A716 A716
B103 A110 B103 S101 S101 A110 A110
B900
A110
S405
S405
S405
S405
S405
A110
B900
A710 A406
A710
B402
A710
A710 A406 A406 A716 B700 A716
A710
A710
B700
B700
A710
A710 A716 B700 B700 B700
A110
B103
ELEV 1
ELEV 2
ELEV 3
POOL COURTYARD BELOW ARTESIA BLVD.

B402
S405
A716 B700
℄
A110 S101
S101
A716
B700
B700
A406
B402
A110
A110 REX DC
KFR
REX DC

KFR REX DC
KFR
REX DC
KFR
SEC-1.5
TPG 1610 ARTESIA DEVELOPMENT APPLICATION
GARDENA, CALIFORNIA 02/26/2024
TPG
TCA# 2021-068 CORPORATE OFFICE
T(714)902-8000 F(714)902-8001
15215 Alton Parkway Suite #200
Irvine, CA 92618
C-10 #612153 ACO 5998
www.pyrocomm.com
1" = 30'-0" 1

FLOOR PLAN
LEVEL 4
FLOOR PLAN - LEVEL 4
KFR

GENERAL NOTES

ACCESS CONTROL MAIN PANEL

ACCESS CONTROL PANEL

ACCESS CONTROL SYMBOLS

CCTV VIDEO MONITOR

VIDEO SURVEILLANCE SYMBOLS
MISC. SYMBOLS

PATHWAY SYMBOL LEGEND

ACCESS CONTROL POWER SUPPLY
WALL MOUNT CABINET FOR EQUIP CPI# 13050-723 WITH CPI FAN KIT CPI#13051-001.

CCTV NETWORK VIDEO RECORDER
VM
A

CCTV POE SWITCH
APS
ACP
ACMP

REQUEST TO EXIT SENSOR

ELECTRIFIED LOCK (SUPPLIED BY OTHERS)

ACCESS CONTROL DOOR CONTACT
TELEPHONE ENTRY PANEL - DOOR KING 1835 SERIES NO EQUAL

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION

GATE CONTROL

TRANSPONDER RECEIVER
DC
REX
TSR
EL
GC
TEP

ACCESS CONTROL KEY FOB READER

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION

ACCESS CONTROL KEY FOB READER W/KEYPAD

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION
F/K
CCTV
CPS
NVR
KS KNOX KEY SWITCH - MODEL #3502

REFER TO EMERGENCY ACCESS PLAN PRIOR TO ORDERING OR INSTALLING MAXIMUM DISTANCE BETWEEN J-BOXES IS 200-FEET OR AS INDICATED.

MAXIMUM DISTANCE FOR POE CAMERA IS 275-FEET FROM CCTV PANEL PROVIDE PULL STRING IN ALL CONDUITS (BY EC.).

PROVIDE AND INSTALL CONDUITS AS NOTED (BY EC.). PROVIDE 3/4-INCH CONDUIT IF CONDUIT SIZE IS NOT INDICATED (BY EC.).

PROVIDE AND INSTALL ALL CORES (BY EC.).

PROVIDE 5's BOXES & SWITCH RINGS FOR SECURITY DEVICES (BY EC.). ALL

KFR WILL REQUIRE BACKBOXES CONFIRM MOUNTING HEIGHTS WITH ARCHITECT.

REFER TO SEC0.1 FOR CAMERA AND DOOR DETAILS FOR ADDITIONAL CONDUIT AND BOXES.

B
C
D
E
F
G
H
COORDINATE WITH GC & SECURITY CONTRACTOR PRIOR TO CORING (BY EC).

PROVIDE 3/4-INCH FIRE-RATED PLYWOOD (BY GC.). ALL ROOMS WITH ACCESS CONTROL PANELS/CCTV CABINETS AND RACKS.

J
PROVIDE 12" X 12" X 6"D PULL BOX WHERE MORE THAN 180 DEGREES BEND OCCURS, OR AS INDICATED (BY EC.).

PROVIDE 18" X 18" X 6"D PULL BOX WHERE MORE THAN 180 DEGREES BEND OCCURS, OR AS INDICATED (BY EC.).
18 12
SUB-KEYED KNOX BOX MOUNTED 4 FEET ABOVE GRADE AND WITHIN 2 FEET

OF THE LOCKING DEVICE

REFER TO EMERGENCY ACCESS PLAN PRIOR TO ORDERING OR INSTALLING KB

CONTROLLED ACCESS SYMBOLS

NUMBER ADJACENT DIAMOND INDICATES QUANTITY OF CONDUIT TO INSTALL (LETTER = SYSTEM)
RUN (1) 3/4" C. FOR DEVICES (BY EC.).

RUN (1) 1" C. FOR DEVICES (BY EC.).

RUN (1) 1.25" C. FOR DEVICES (BY EC.).

RUN (1) 2.0" C. FOR BACKBONE/DEVICE PATHWAY(BY EC.).
.75"
RUN (x) CONDUIT - S = ACCESS CONTROL-CCTV SYSTEM.

RUN (x) CONDUIT - C = COMBINATION CONDUIT FOR ACCESS
CONTROL-CCTV-WI-FI SYSTEM.

1.0" 1.25" 2.0" RUN (1) 3.0" C. FOR BACKBONE/DEVICE PATHWAY(BY EC.). 3.0" x
(xC)x
(xS)
PROVIDE & INSTALL 5S BOX WITH COVER (BY EC.). 4S
DOME CAMERA 4.0 MEGAPIXEL 4.0M

5.0M DOME CAMERA 5.0 MEGAPIXEL
DOME CAMERA WALL MOUNT 3.0 MEGAPIXEL
DOME CAMERA WALL MOUNT 5.0 MEGAPIXEL

5.0M

TRAVEL CABLE INSTALLED BY ELEVATOR CONTRACTOR
ECP

TYPICAL WIRE SCHEDULE

ROOF DECK
1,829 SF ARTESIA BLVD.

A110
ELEV 3 B900
S101
B103 S101 B103 A110 A110 A110
B103
B402
B900
A716 A716
B103 B103 S101 S101 A110 A110 A110
B900
A110
S405
S405
S405
S405
S405
A110
A710
A710 A406 B700 B700 B700 A716 A710
A710
B700
B700
S405
A710
A710
A710 A406 A716 A716 A406
A710
B402
A110 S101

POOL COURTYARD BELOW
B700
B700
A406
A716 B700 B700
A110
A110 5.0M +96" A.F.F. KFR DC REX KFR DC REX 5.0M REX DC KFR
REX DC

KFR REX DC
KFR
REX DC
KFR
SEC-1.6
TPG 1610 ARTESIA DEVELOPMENT APPLICATION
GARDENA, CALIFORNIA 02/26/2024
TPG
TCA# 2021-068 CORPORATE OFFICE
T(714)902-8000 F(714)902-8001
15215 Alton Parkway Suite #200
Irvine, CA 92618
C-10 #612153 ACO 5998
www.pyrocomm.com
1" = 30'-0" 1

FLOOR PLAN
LEVEL 5
FLOOR PLAN - LEVEL 5
KFR

GENERAL NOTES

ACCESS CONTROL MAIN PANEL

ACCESS CONTROL PANEL

ACCESS CONTROL SYMBOLS

CCTV VIDEO MONITOR

VIDEO SURVEILLANCE SYMBOLS
MISC. SYMBOLS

PATHWAY SYMBOL LEGEND

ACCESS CONTROL POWER SUPPLY
WALL MOUNT CABINET FOR EQUIP CPI# 13050-723 WITH CPI FAN KIT CPI#13051-001.

CCTV NETWORK VIDEO RECORDER
VM
A

CCTV POE SWITCH
APS
ACP
ACMP

REQUEST TO EXIT SENSOR

ELECTRIFIED LOCK (SUPPLIED BY OTHERS)

ACCESS CONTROL DOOR CONTACT
TELEPHONE ENTRY PANEL - DOOR KING 1835 SERIES NO EQUAL

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION

GATE CONTROL

TRANSPONDER RECEIVER
DC
REX
TSR
EL
GC
TEP

ACCESS CONTROL KEY FOB READER

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION

ACCESS CONTROL KEY FOB READER W/KEYPAD

REFER TO ARCH ELEVATIONS FOR EXACT MOUNTING LOCATION
F/K
CCTV
CPS
NVR
KS KNOX KEY SWITCH - MODEL #3502

REFER TO EMERGENCY ACCESS PLAN PRIOR TO ORDERING OR INSTALLING MAXIMUM DISTANCE BETWEEN J-BOXES IS 200-FEET OR AS INDICATED.

MAXIMUM DISTANCE FOR POE CAMERA IS 275-FEET FROM CCTV PANEL PROVIDE PULL STRING IN ALL CONDUITS (BY EC.).

PROVIDE AND INSTALL CONDUITS AS NOTED (BY EC.). PROVIDE 3/4-INCH CONDUIT IF CONDUIT SIZE IS NOT INDICATED (BY EC.).

PROVIDE AND INSTALL ALL CORES (BY EC.).

PROVIDE 5's BOXES & SWITCH RINGS FOR SECURITY DEVICES (BY EC.). ALL

KFR WILL REQUIRE BACKBOXES CONFIRM MOUNTING HEIGHTS WITH ARCHITECT.

REFER TO SEC0.1 FOR CAMERA AND DOOR DETAILS FOR ADDITIONAL CONDUIT AND BOXES.

B
C
D
E
F
G
H
COORDINATE WITH GC & SECURITY CONTRACTOR PRIOR TO CORING (BY EC).

PROVIDE 3/4-INCH FIRE-RATED PLYWOOD (BY GC.). ALL ROOMS WITH ACCESS CONTROL PANELS/CCTV CABINETS AND RACKS.

J
PROVIDE 12" X 12" X 6"D PULL BOX WHERE MORE THAN 180 DEGREES BEND OCCURS, OR AS INDICATED (BY EC.).

PROVIDE 18" X 18" X 6"D PULL BOX WHERE MORE THAN 180 DEGREES BEND OCCURS, OR AS INDICATED (BY EC.).
18 12
SUB-KEYED KNOX BOX MOUNTED 4 FEET ABOVE GRADE AND WITHIN 2 FEET

OF THE LOCKING DEVICE

REFER TO EMERGENCY ACCESS PLAN PRIOR TO ORDERING OR INSTALLING KB

CONTROLLED ACCESS SYMBOLS

NUMBER ADJACENT DIAMOND INDICATES QUANTITY OF CONDUIT TO INSTALL (LETTER = SYSTEM)
RUN (1) 3/4" C. FOR DEVICES (BY EC.).

RUN (1) 1" C. FOR DEVICES (BY EC.).

RUN (1) 1.25" C. FOR DEVICES (BY EC.).

RUN (1) 2.0" C. FOR BACKBONE/DEVICE PATHWAY(BY EC.).
.75"
RUN (x) CONDUIT - S = ACCESS CONTROL-CCTV SYSTEM.

RUN (x) CONDUIT - C = COMBINATION CONDUIT FOR ACCESS
CONTROL-CCTV-WI-FI SYSTEM.

1.0" 1.25" 2.0" RUN (1) 3.0" C. FOR BACKBONE/DEVICE PATHWAY(BY EC.). 3.0" x
(xC)x
(xS)
PROVIDE & INSTALL 5S BOX WITH COVER (BY EC.). 4S
DOME CAMERA 4.0 MEGAPIXEL 4.0M

5.0M DOME CAMERA 5.0 MEGAPIXEL
DOME CAMERA WALL MOUNT 3.0 MEGAPIXEL
DOME CAMERA WALL MOUNT 5.0 MEGAPIXEL

5.0M

TRAVEL CABLE INSTALLED BY ELEVATOR CONTRACTOR
ECP

TYPICAL WIRE SCHEDULE

B103 A110 S101 A110 A110
B103
B900
A716 A716
B103 A110 B103 S101 S101 A110 A110
B900
A110
S405
S405
S405
S405
S405
A110
B900
A710 A406
A710
B402
A710
A710 A406 A406 A716 B700 A716
A710
A710
B700
B700
A710
A710 B700 B700 A716
B103
B700
S101
A110 S101
A110

OPEN TO BELOW
ELEV 3
B402
S405
A716 B700

POOL COURTYARD BELOW
B700
A406
A716
B700
B402
A110
A110 REX DC
KFR
REX DC

KFR REX DC
KFR
REX DC
KFR
SEC-1.7
TPG 1610 ARTESIA DEVELOPMENT APPLICATION
GARDENA, CALIFORNIA 02/26/2024
TPG
TCA# 2021-068 CORPORATE OFFICE
T(714)902-8000 F(714)902-8001
15215 Alton Parkway Suite #200
Irvine, CA 92618
C-10 #612153 ACO 5998
www.pyrocomm.com
1" = 30'-0" 1

FLOOR PLAN
LEVEL 6
FLOOR PLAN - LEVEL 6
02/08/2024 SHEET: OF 5 LOS ANGELES COUNTY FIRE DEPARTMENT The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re-use by any method, in whole or in part without the express consent of FIRESAFE PLANNING SOLUTIONS is prohibited. ARCHITECTURE/PLANNING: PREPARED BY: PREPARED FOR: TITLE: DATE: 28506 AIROSO STREET RANCHO MISSION VIEJO, CA 92694 OFFICE: (949) 240-5911 CIVIL ENGINEER: FIRE MASTER PLAN SHEET INDEX F-1 F-2 F-3 F-4 F-5 COVER SHEET OVERALL FIRE MASTER PLAN LAYOUT AT GRADE LEVEL 2 PODIUM LAYOUT LEVEL 5 LAYOUT BUILDING ELEVATIONS & SECTION 19782 MACARTHUR BLVD. SUITE 300 IRVINE, CA 92612 P: 949.862.0270 5000 BIRCH ST. EAST TOWER, SUITE 600 NEWPORT BEACH, CA 92660 P: 949.267.1573 801 N PARKCENTER DRIVE SANTA ANA, CA 92705 P: 714.560.8643 1610 ARTESIA BLVD. GARDENA, CA ASSESSOR'S IDENTIFICATION NO: 6016-013-049 CIVIL ENGINEER: 4930 CAMPUS DRIVE NEWPORT BEACH, CA 92660 P: 949.476.8888 1 ADDRESS PLAN CHECK COMMENTS NO. REVISION 12/15/2023 DATE 2 01/22/2024 ADJUSTMENTS PER MEETING WITH LA COUNTY FIRE DEPARTMENT ON 01/16/2024 COVER SHEET F-1 1610 ARTESIA BLVD. FIRE MASTER PLAN CITY OF GARDENA, CA COMBUSTIBLE CONSTRUCTION LETTER FIRE MASTER PLAN NOTES FIRE LANE SIGN DETAILS 1. PROVIDE APPROVED SIGNS OR OTHER APPROVED NOTICES OR MARKINGS THAT INCLUDE THE WORDS NO PARKING - FIRE LANE. SIGNS SHALL HAVE A MINIMUM DIMENSION OF 12 INCHES WIDE BY 18 INCHES HIGH AND HAVE RED LETTERS ON A WHITE REFLECTIVE BACKGROUND. SIGNS SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS, TO CLEARLY INDICATE THE ENTRANCE TO SUCH ROAD, OR PROHIBIT THE OBSTRUCTION THEREOF AND AT INTERVALS, AS REQUIRED BY THE FIRE INSPECTOR. 2. FIRE DEPARTMENT VEHICULAR ACCESS ROADS SHALL BE PAVED ALL WEATHER ACCESS IN ACCORDANCE WITH THE DEPARTMENT'S ALL WEATHER ACCESS REQUIREMENTS. FIRE ACCESS ROAD SHALL BE VEHICULAR RATED CONCRETE. 3. FIRE DEPARTMENT VEHICULAR ACCESS ROADS MUST BE INSTALLED AND MAINTAINED IN A SERVICEABLE MANNER PRIOR TO AND DURING THE TIME OF CONSTRUCTION. 4. APPROVED BUILDING ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC NUMERALS OR ALPHABET LETTERS, AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH. 5. MULTIPLE RESIDENTIAL BUILDINGS HAVING ENTRANCES TO INDIVIDUAL UNITS NOT VISIBLE FROM THE STREET OR ROAD SHALL HAVE UNIT NUMBERS DISPLAYED IN GROUPS FOR ALL UNITS WITHIN EACH STRUCTURE. SUCH NUMBERS MAY BE GROUPED ON THE WALL OF THE STRUCTURE OR MOUNTED ON A POST INDEPENDENT OF THE STRUCTURE AND SHALL BE POSITIONED TO BE PLAINLY VISIBLE FROM THE STREET OR ROAD. 6. PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM AS SET FORTH BY BUILDING CODE AND FIRE CODE. PLANS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 7. FIRE DEPARTMENT VEHICULAR ACCESS ROADS SHALL BE PROVIDED WITH A 32 FOOT CENTERLINE TURNING RADIUS. 8. FIRE APPARATUS ACCESS ROADS SHALL BE IDENTIFIED WITH APPROVED SIGNS. TEMPORARY SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE BY VEHICLES. SIGNS SHALL BE OF AN APPROVED SIZE, WEATHER RESISTANT AND BE MAINTAINED UNTIL REPLACED BY PERMANENT SIGNS. 9. MAINTAIN A MINIMUM 5 FEET WIDE APPROVED FIREFIGHTER ACCESS WALKWAY LEADING FROM THE FIRE DEPARTMENT ACCESS ROAD TO ALL OPENINGS IN THE BUILDING EXTERIOR WALLS. VERIFICATION FOR COMPLIANCE WILL BE PERFORMED DURING THE FIRE DEPARTMENT REVIEW OF THE ARCHITECTURAL PLAN PRIOR TO BUILDING PERMIT ISSUANCE. 10. ALL REQUIRED FIRE HYDRANTS SHALL BE INSTALLED, TESTED, AND ACCEPTED PRIOR TO CONSTRUCTION VEHICULAR ACCESS MUST BE PROVIDED AND MAINTAINED SERVICEABLE THROUGHOUT CONSTRUCTION TO ALL REQUIRED FIRE HYDRANTS. 11. PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM AS SET FORTH BY BUILDING CODE AND FIRE CODE. PLANS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. THIS PROJECT CONSISTS OF 1 APARTMENT BUILDING WITH A TOTAL OF 300 UNITS. JANUARY 22, 2023 FIRE PREVENTION HEADQUARTERS 5823 RICKENBACKER ROAD COMMERCE, CA 90040 RE: COMBUSTIBLE CONSTRUCTION LETTER FOR: 1610 ARTESIA CITY OF GARDENA - LOS ANGELES COUNTY FIRE DEPARTMENT THE PURPOSE OF THIS LETTER IS TO NOTIFY YOU THAT PROJECT SHALL INSTALL ALL REQUIRED PAVED FIRE ACCESS ROADS THAT MEET ACCESS REQUIREMENTS PER THE APPROVED PLANS. ALL FIRE HYDRANTS AND WATER SUPPLY FOR FIREFIGHTING PURPOSES SHALL BE INSTALLED PER THE APPROVED PLANS AND SHALL MEET ALL FIRE FLOWS REQUIREMENTS, PRIOR TO ANY COMBUSTIBLE CONSTRUCTION MATERIALS BEING DELIVERED FOR CONSTRUCTION. JANUARY 22, 2023 GARDENA POLICE DEPARTMENT 1718 WEST 162ND STREET GARDENA, CA 90247 RE: PARKING ENFORCEMENT PLAN FOR: 1610 ARTESIA CITY OF GARDENA POLICE DEPARTMENT THE FIRE LANE PARKING ENFORCEMENT PLAN FOR THE ABOVE REFERENCED PROJECT IS STATED AS FOLLOWS: ALL FIRE LANES WITHIN PROJECT SHALL BE MAINTAINED AND IN NO EVENT SHALL PARKING BE PERMITTED ALONG ANY PORTION OF A STREET OR DRIVE THAT REQUIRED FIRE LANES OR ANY AREA DESIGNATED AS A FIRE LANE FOR TURN-AROUND OR DRIVE THROUGH PURPOSES. THE PROJECT SITE MANAGEMENT SHALL ADOPT REASONABLE RULES AND REGULATIONS REGARDING THE PARKING OF VEHICLES ALONG THE STREETS, ROADS AND OR DRIVES WITHIN THE PROJECT THAT ARE NOT IN CONFLICT WITH APPLICABLE LAW. IN FURTHERANCE THEREOF, PROJECT SITE MANAGEMENT, THROUGH ITS OFFICERS, COMMITTEES AND AGENTS WILL ESTABLISH THE "PARKING" AND "NO PARKING" AREAS WITHIN THE PROPERTY IN ACCORDANCE WITH SECTION 22658.2 OF THE CALIFORNIA VEHICLE CODE. THE LAW SHALL BE ENFORCED THROUGH SUCH RULES AND REGULATIONS BY ALL LAWFUL MEANS, INCLUDING, WRITTEN WARNINGS, CITING, LEVYING FINES AND TOWING VEHICLES IN VIOLATION. THE PROJECT SITE MANAGEMENT WILL CONTRACT WITH A CERTIFIED PATROL AND TOWING COMPANY TO REMOVE VEHICLES THAT VIOLATE NO PARKING RESTRICTIONS. FIRST TIME VIOLATORS WILL RECEIVE A WRITTEN WARNING AND WITH SUBSEQUENT VIOLATIONS, THE VEHICLE SHALL BE SUBJECT TO TOWING. THE VEHICLE OWNER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN REMEDYING SUCH VIOLATION, INCLUDING WITHOUT LIMITATION TOWING COST, CITATIONS AND LEGAL FEES. 1 CVC 22500.1 CVC 22658A 17" MIN 22" MIN. 2 FIRE LANE NO PARKING IN AREAS MARKED AS NOTICE (310) 217-9600 233 AT OWNER'S EXPENSE TOWED AWAY VEHICLES PARKED IN VIOLATION WILL BE GARDENA 3 NOTE: HEIGHT OF SIGN IN SIDEWALK OR PEDESTRIAN AREA SHALL BE 7"-0", AND 6"-0" IN ALL OTHER AREAS. DEPTH OF SIGN SHALL BE 18 INCHES FROM STANDARD CURB AND 24 INCHES WITH ROLLED CURB TO CENTER OF POST. BURY DEPTH SHALL BE A MINIMUM OF 24 INCHES. THE WORDS "FIRE LANE" SHALL BE BOLD WHITE REFLECTIVE ON RED BACKGROUND, (2-3/4) INCHES IN HEIGHT. LETTERING SHALL BE RED ON WHITE REFLECTIVE BACKGROUND, (1) INCHES IN HEIGHT. LETTERING SHALL BE BOLD RED ON WHITE REFLECTIVE BACKGROUND, (1-3/8) INCHES IN HEIGHT. A B C FIRE LANE SIGN MOUNTING DETAIL NO PARKING SIGN FIRE LANE PARKING OWNER'S EXPENSE OR TOWED AT VIOLATING VEHICLES WILL BE CITED CVC 22658(a) CVC 22500.1 FIRE LANE NO 231 18" 12" 2 ABC DEPTH OF SIGN SHALL BE 18 INCHES FROM STANDARD CURB AND 24 INCHES WITH ROLLED CURB TO CENTER OF POST. HEIGHT OF SIGN IN SIDEWALK OR PEDESTRIAN AREA SHALL BE 7"-0", AND 5"-0" IN ALL OTHER AREAS. BURY DEPTH SHALL PROVIDE A SECURE METHOD FOR TEMPORARY SIGNAGE PLACEMENT POLICE DEPARTMENT ENTRANCE SIGN DETAIL FIRE LANE 1FIRE LANE SIGN LEGEND 1 18" FIRE 12" ACCESS END OF SIGN END OF FIRE ACCESS 3 3 NO PARKING - FIRE LANE SIGNS SHALL HAVE A MINIMUM DIMENSION OF 12 INCHES WIDE BY 18 INCHES HIGH AND HAVE RED LETTERS ON A WHITE REFLECTIVE BACKGROUND. SIGNS SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS, TO CLEARLY INDICATE THE ENTRANCE TO SUCH ROAD, OR PROHIBIT THE OBSTRUCTION THEREOF AND AT INTERVALS, AS REQUIRED BY THE FIRE INSPECTOR. VICINITY MAP PARKING ENFORCEMENT LETTER FIRE FLOW LEVEL 2 LEVEL 1 ROOF American McFrance 30' MAXIMUM 10' MINIMUM OUTRIGGERS 18' FOR LEVEL 3 LEVEL 4 LEVEL 5 INDICATES AERIAL TRUCK LADDERING ACCESS ALONG THE PROPOSED STRUCTURE; MINIMUM 10' MAXIMUM 30' FROM THE BUILDING FACE TO FIRE ACCESS DRIVE. BUILDING DATA BUILDING GROSS AREA AERIAL TRUCK LADDERING DETAIL NOTE: BUILDING DATA AND AREAS PROVIDED BY ARCHITECT FOR REFERENCE ONLY. COUNTY OF LA FIRE DEPARTMENT TURNAROUND 1 1 1 BUILDING LEVELS CONSTRUCTION TYPE AUTOMATIC FIRE SPRINKLERS SQUARE FOOTAGE FIRE FLOW OF 3000 GPM / 4 HOURS FOR THE RESIDENTIAL BUILDING WITH 574,285 SQUARE FEET AND AVERAGE SPACING OF 350' BETWEEN HYDRANTS SHALL BE PROVIDED BY THE PROPOSED WATER SYSTEM. RESIDENTIAL 2 THRU 6 III-A NFPA 13 FIRE FLOW INFORMATION & HYDRANT SPACING REQUIREMENTS PER THE COUNTY OF LOS ANGELES FIRE CODE APPENDIX B354,616 HIGHEST OCCUPIED FLOOR ±55' BUILDING INFORMATION AND DATA PARKING GARAGE 1 & B1 N/A I NFPA 13 226,360 1 DOG SPA 299 SF TRASH 964 SF TRASH 1,121 SF SALES 4,182 SF STORAGE 1,588 SF ELEC. 760 SF BIKE PRK'G 1,163 SF MECHANICAL 587 SF ELEC. 561 SF MECHANICAL 895 SF TRASH 720 SF

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EXISTING
ARTESIA BLVD. 152' TOTAL HOSE PULL DEFICIENCY PROJECT BOUNDARY 28' 35'
10' 10' 35'
35' PROJECT BOUNDARY PROJECT BOUNDARY
28'
28'
28' 2 2 2 2 2 1 2 2 2 2 2 2 22 2 3
28' 444 4 4 4 LIMIT OF PARKING GARAGE BELOW LIMIT OF PARKING GARAGE BELOW LIMIT OF PARKING GARAGE BELOW LIMIT OF BUILDING ABOVE 5 5 5' MINIMUM DECOMPOSED GRANITE FIRE DEPARTMENT WALKWAY 5' MANUAL GATE MOTORIZED GATE MEETING LA COUNTY FIRE DEPARTMENT AND CITY OF GARDENA REQUIREMENTS 2 EX PUB FH EX PUB FH PRIVATE DRIVE AND FIRE LANE 6 6 28' R=45' R=19' R=32' R=45' R=32' R=19' R=45' R=19' R=32' 2 28' EXISTING OVERHEAD POWER LINES ALONG ARTESIA BLVD. FRONTING THE PROJECT SITE SHALL BE RELOCATED UNDERGROUND EXISTING OVERHEAD POWER LINES ALONG ARTESIA BLVD. FRONTING THE PROJECT SITE SHALL BE RELOCATED UNDERGROUND CLEAR TO SKY- NO UNITS ABOVE 02/08/2024 SHEET: OF 5 LOS ANGELES COUNTY FIRE DEPARTMENT The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re-use by any method, in whole or in part without the express consent of FIRESAFE PLANNING SOLUTIONS is prohibited. ARCHITECTURE/PLANNING: PREPARED BY: PREPARED FOR: TITLE: DATE: 28506 AIROSO STREET RANCHO MISSION VIEJO, CA 92694 OFFICE: (949) 240-5911 CIVIL ENGINEER: FIRE MASTER PLAN SHEET INDEX F-1 F-2 F-3 F-4 F-5 COVER SHEET OVERALL FIRE MASTER PLAN LAYOUT AT GRADE LEVEL 2 PODIUM LAYOUT LEVEL 5 LAYOUT BUILDING ELEVATIONS & SECTION 19782 MACARTHUR BLVD. SUITE 300 IRVINE, CA 92612 P: 949.862.0270 5000 BIRCH ST. EAST TOWER, SUITE 600 NEWPORT BEACH, CA 92660 P: 949.267.1573 801 N PARKCENTER DRIVE SANTA ANA, CA 92705 P: 714.560.8643 1610 ARTESIA BLVD. GARDENA, CA ASSESSOR'S IDENTIFICATION NO: 6016-013-049 CIVIL ENGINEER: 4930 CAMPUS DRIVE NEWPORT BEACH, CA 92660 P: 949.476.8888 1 ADDRESS PLAN CHECK COMMENTS NO. REVISION 12/15/2023 DATE 2 01/22/2024 ADJUSTMENTS PER MEETING WITH LA COUNTY FIRE DEPARTMENT ON 01/16/2024 OVERALL FIRE MASTER PLAN LAYOUT AT GRADE F-22 INDICATES PROPOSED BUILDING (RESIDENTIAL AND INTERIOR COMMON USE) INDICATES PROPOSED PRIVATE FIRE HYDRANT (6"X4"X2-1/2" CONFORMING TO THE AMERICAN WATER WORLD ASSOCIATION STANDARD 503 AND REQUIRED FIRE FLOW OF 2,500 GPM @ 20PSI FOR 2 HOURS) WITH BLUE REFLECTIVE FIRE HYDRANT MARKER PLACED 6" FROM CENTERLINE OF HYDRANT SIDE OF STREET AERIAL TRUCK LADDER ACCESS TO BUILDING (BETWEEN 10' - 30' FROM ACCESS ROAD) INDICATES EXISTING PUBLIC FIRE HYDRANT WITH BLUE REFLECTIVE MARKER INDICATES LIMITS OF BUILDING ROOFLINE INDICATES PROPOSED PARKING GARAGE INDICATES STAIR LOCATIONS INDICATES ELEVATOR LOCATIONS INDICATES PROPOSED FIRE ACCESS LANE WITH AN ALL WEATHER PAVED SURFACE CAPABLE OF SUPPORTING 75,000 LBS FOR FIRE APPARATUS. INDICATES PROPOSED DOUBLE DETECTOR CHECK FOR PRIVATE FIRE HYDRANTS INDICATES 'FIRE LANE NO PARKING AND FIRE LANE ENTRY SIGNS INDICATES FIRE DEPARTMENT HOSE PULL WALKABLE ACCESS - 150' MAXIMUM LEGEND INDICATES GATE ENTRY TO PARKING GARAGE INDICATES APPROXIMATE LOCATION OF KNOX BOX WITH 3-SETS OF ENTRY DOOR/GATE KEYS OR KNOX KEY SWITCH. SEE CONSTRUCTION NOTES FOR DESIGNATION. INDICATES APPROXIMATE LOCATION OF THE BUILDING ADDRESS, MINIMUM 6" IN HEIGHT MEETING LA COUNTY FIRE DEPARTMENT REQUIREMENTS PROVIDED ON SHEET F-1. FINAL DESIGN AND LOCATION BY OTHERS INDICATES NOT A PART OF FIRE ACCESS INDICATES FIRE APPARATUS PATH OF TRAVEL SHALL NOT BE LESS THAN 32 FEET MEASURED AT THE CENTERLINE OF THE REQUIRES ACCESS ROADWAY FIRE DEPARTMENT INTERMEDIATE TURNAROUND PER LOS ANGELES COUNTY ADOPTED CODE. NOTE THAT MINIMUM DIMENSIONS REQUIRED PER LA COUNTY FIRE DEPARTMENT STANDARDS ARE SHOWN ON THIS DETAIL. 1 FIRE LANE ENTRANCE SIGN PER CITY OF GARDENA POLICE DEPT. SEE DETAILS SHT. F-1. INSTALL FIRE HYDRANT MARKER THAT SHALL BE PLACED 6" FROM CENTERLINE. 3 CONSTRUCTION NOTES INSTALL KNOX KEY SWITCH. 54 INSTALL KNOX BOX WITH 3-SETS OF ENTRY DOOR/GATE KEYS. 2 FIRE LANE 'NO STOPPING' SIGN PER CITY OF CITY OF GARDENA POLICE DEPT. SEE DETAIL SHT. F-1.28' 35' 10'
10'
28' 35' INDICATES 5' MINIMUM DECOMPOSED GRANITE FIRE DEPARTMENT WALKWAY R=45' R=19' R=32' 6 INSTALL WALL MOUNTED OR FREE STANDING 2-1/2" EXTERIOR WET STANDPIPE. INDICATES EXISTING OVERHEAD TRANSMISSION LINES NOTE THAT ALL EXISTING OVERHEAD TRANSMISSION LINES ON THIS PROJECT SITE SHALL BE RELOCATED UNDERGROUND PER AGREEMENT BETWEEN THE DEVELOPER AND THE CITY OF GARDENIA. 27' *35' PROVIDED ON THIS PROJECT FOR ADDITIONAL CLEARANCE. SEE PLAN FOR LOCATION. INDICATES HOSE PULL DEFICIENCY - SEE PLAN FOR LENGTH INDICATES A SOLID 3HR. RATED-TYPE 1, 15' HIGH WALL WITH NO OPENINGS AND SHALL HAVE EXTERIOR WET STANDPIPES AT THE OUT OF ACCESS HOSE PULL LOCATIONS AS INDICATED ON PLAN. THIS WALL SHALL BE PROVIDED IN ORDER MITIGATE ACCESS REQUIREMENTS SET FORTH BY THE COUNTY OF LOS ANGELES FIRE DEPARTMENT ALONG THE 152' OUT ACCESS HOSE PULL DEFICIENCY INDICATED ON THIS PLAN. WALL MOUNTED OR FREE STANDING 2-1/2" EXTERIOR WET STANDPIPE BY OTHERS AS A DEFERRED SUBMITTAL. FINAL LOCATION AND TYPE OF WET STANDPIPE AS APPROVED BY LA COUNTY FIRE ENGINEERING DIVISION 0 GRAPHIC SCALE 1 inch = ft. 20' 40' 20 DRAWING SCALE 1 1 1 1 1 1 1 2 2

EXISTING
ARTESIA BLVD. 4 4 4 4 FITNESS 2,895 SF CLUBROOM 2,743 SF POOL R.R. 575 SF A710 A406 A710 S405 A110 S405 S405 S405 S405 B900 S101 S101 A110 A110 A110 B103 B103 A716 A716 B900 A710 A710 A716 A716 A406 S405 B700 B402 B700 A710 A716 A710 B900 B103 A110 A110 A110 S101 B103 B900 A110 A710 A710 B402 A406 TRASH TRASH WELLNESS 1,253 SF B700 SALES 1,647 SF A406 B700 B402 GOLF 701 SF A110

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POOL 24' X40'

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24' X 75'

LAP POOL

RECYCLE

RECYCLE
RECYCLE 02/08/2024 SHEET: OF 5 LOS ANGELES COUNTY FIRE DEPARTMENT The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re-use by any method, in whole or in part without the express consent of FIRESAFE PLANNING SOLUTIONS is prohibited. ARCHITECTURE/PLANNING: PREPARED BY: PREPARED FOR: TITLE: DATE: 28506 AIROSO STREET RANCHO MISSION VIEJO, CA 92694 OFFICE: (949) 240-5911 CIVIL ENGINEER: FIRE MASTER PLAN SHEET INDEX F-1 F-2 F-3 F-4 F-5 COVER SHEET OVERALL FIRE MASTER PLAN LAYOUT AT GRADE LEVEL 2 PODIUM LAYOUT LEVEL 5 LAYOUT BUILDING ELEVATIONS & SECTION 19782 MACARTHUR BLVD. SUITE 300 IRVINE, CA 92612 P: 949.862.0270 5000 BIRCH ST. EAST TOWER, SUITE 600 NEWPORT BEACH, CA 92660 P: 949.267.1573 801 N PARKCENTER DRIVE SANTA ANA, CA 92705 P: 714.560.8643 1610 ARTESIA BLVD. GARDENA, CA ASSESSOR'S IDENTIFICATION NO: 6016-013-049 CIVIL ENGINEER: 4930 CAMPUS DRIVE NEWPORT BEACH, CA 92660 P: 949.476.8888 1 ADDRESS PLAN CHECK COMMENTS NO. REVISION 12/15/2023 DATE 2 01/22/2024 ADJUSTMENTS PER MEETING WITH LA COUNTY FIRE DEPARTMENT ON 01/16/2024 LEVEL 2 PODIUM LAYOUT F-32 INDICATES PROPOSED BUILDING (RESIDENTIAL AND INTERIOR COMMON USE) INDICATES PROPOSED PRIVATE FIRE HYDRANT (6"X4"X2-1/2" CONFORMING TO THE AMERICAN WATER WORLD ASSOCIATION STANDARD 503 AND REQUIRED FIRE FLOW OF 2,500 GPM @ 20PSI FOR 2 HOURS) WITH BLUE REFLECTIVE FIRE HYDRANT MARKER PLACED 6" FROM CENTERLINE OF HYDRANT SIDE OF STREET AERIAL TRUCK LADDER ACCESS TO BUILDING (BETWEEN 10' - 30' FROM ACCESS ROAD) INDICATES EXISTING PUBLIC FIRE HYDRANT WITH BLUE REFLECTIVE MARKER INDICATES LIMITS OF BUILDING ROOFLINE INDICATES PROPOSED PARKING GARAGE INDICATES STAIR LOCATIONS INDICATES ELEVATOR LOCATIONS INDICATES PROPOSED FIRE ACCESS LANE WITH AN ALL WEATHER PAVED SURFACE CAPABLE OF SUPPORTING 75,000 LBS FOR FIRE APPARATUS. INDICATES PROPOSED DOUBLE DETECTOR CHECK FOR PRIVATE FIRE HYDRANTS INDICATES 'FIRE LANE NO PARKING AND FIRE LANE ENTRY SIGNS INDICATES FIRE DEPARTMENT HOSE PULL WALKABLE ACCESS - 150' MAXIMUM LEGEND INDICATES GATE ENTRY TO PARKING GARAGE INDICATES APPROXIMATE LOCATION OF KNOX BOX WITH 3-SETS OF ENTRY DOOR/GATE KEYS OR KNOX KEY SWITCH. SEE CONSTRUCTION NOTES FOR DESIGNATION. INDICATES APPROXIMATE LOCATION OF THE BUILDING ADDRESS, MINIMUM 6" IN HEIGHT MEETING LA COUNTY FIRE DEPARTMENT REQUIREMENTS PROVIDED ON SHEET F-1. FINAL DESIGN AND LOCATION BY OTHERS INDICATES NOT A PART OF FIRE ACCESS INDICATES FIRE APPARATUS PATH OF TRAVEL SHALL NOT BE LESS THAN 32 FEET MEASURED AT THE CENTERLINE OF THE REQUIRES ACCESS ROADWAY FIRE DEPARTMENT INTERMEDIATE TURNAROUND PER LOS ANGELES COUNTY ADOPTED CODE. NOTE THAT MINIMUM DIMENSIONS REQUIRED PER LA COUNTY FIRE DEPARTMENT STANDARDS ARE SHOWN ON THIS DETAIL. 1 FIRE LANE ENTRANCE SIGN PER CITY OF GARDENA POLICE DEPT. SEE DETAILS SHT. F-1. INSTALL FIRE HYDRANT MARKER THAT SHALL BE PLACED 6" FROM CENTERLINE. 3 CONSTRUCTION NOTES INSTALL KNOX KEY SWITCH. 54 INSTALL KNOX BOX WITH 3-SETS OF ENTRY DOOR/GATE KEYS. 2 FIRE LANE 'NO STOPPING' SIGN PER CITY OF CITY OF GARDENA POLICE DEPT. SEE DETAIL SHT. F-1.28' 35' 10'
10'
28' 35' INDICATES 5' MINIMUM DECOMPOSED GRANITE FIRE DEPARTMENT WALKWAY R=45' R=19' R=32' 6 INSTALL WALL MOUNTED OR FREE STANDING 2-1/2" EXTERIOR WET STANDPIPE. INDICATES EXISTING OVERHEAD TRANSMISSION LINES NOTE THAT ALL EXISTING OVERHEAD TRANSMISSION LINES ON THIS PROJECT SITE SHALL BE RELOCATED UNDERGROUND PER AGREEMENT BETWEEN THE DEVELOPER AND THE CITY OF GARDENIA. 27' *35' PROVIDED ON THIS PROJECT FOR ADDITIONAL CLEARANCE. SEE PLAN FOR LOCATION. INDICATES HOSE PULL DEFICIENCY - SEE PLAN FOR LENGTH INDICATES A SOLID 3HR. RATED-TYPE 1, 15' HIGH WALL WITH NO OPENINGS AND SHALL HAVE EXTERIOR WET STANDPIPES AT THE OUT OF ACCESS HOSE PULL LOCATIONS AS INDICATED ON PLAN. THIS WALL SHALL BE PROVIDED IN ORDER MITIGATE ACCESS REQUIREMENTS SET FORTH BY THE COUNTY OF LOS ANGELES FIRE DEPARTMENT ALONG THE 152' OUT ACCESS HOSE PULL DEFICIENCY INDICATED ON THIS PLAN. WALL MOUNTED OR FREE STANDING 2-1/2" EXTERIOR WET STANDPIPE BY OTHERS AS A DEFERRED SUBMITTAL. FINAL LOCATION AND TYPE OF WET STANDPIPE AS APPROVED BY LA COUNTY FIRE ENGINEERING DIVISION 0 GRAPHIC SCALE 1 inch = ft. 20' 40' 20 DRAWING SCALE 1 1 1 1

EXISTING
ARTESIA BLVD. LOUNGE 1,311 SF ROOF DECK 1,829 SF A110 ELEV 3 B900 S101 B103 S101 B103 A110 A110 A110 B103 B402 B900 A716 A716 B103 B103 S101 S101 A110 A110 A110 B900 A110 S405 S405 S405 S405 S405 A110 A710 A710 A406 B700 B700 B700 A716 A710 A710 B700 B700 S405 A710 A710 A710 A406 A716 A716 A406 A710 B402 A110 S101 POOL COURTYARD BELOW B700 B700 A406 A716 B700 B700 A110 A110 02/08/2024 SHEET: OF 5 LOS ANGELES COUNTY FIRE DEPARTMENT The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re-use by any method, in whole or in part without the express consent of FIRESAFE PLANNING SOLUTIONS is prohibited. ARCHITECTURE/PLANNING: PREPARED BY: PREPARED FOR: TITLE: DATE: 28506 AIROSO STREET RANCHO MISSION VIEJO, CA 92694 OFFICE: (949) 240-5911 CIVIL ENGINEER: FIRE MASTER PLAN SHEET INDEX F-1 F-2 F-3 F-4 F-5 COVER SHEET OVERALL FIRE MASTER PLAN LAYOUT AT GRADE LEVEL 2 PODIUM LAYOUT LEVEL 5 LAYOUT BUILDING ELEVATIONS & SECTION 19782 MACARTHUR BLVD. SUITE 300 IRVINE, CA 92612 P: 949.862.0270 5000 BIRCH ST. EAST TOWER, SUITE 600 NEWPORT BEACH, CA 92660 P: 949.267.1573 801 N PARKCENTER DRIVE SANTA ANA, CA 92705 P: 714.560.8643 1610 ARTESIA BLVD. GARDENA, CA ASSESSOR'S IDENTIFICATION NO: 6016-013-049 CIVIL ENGINEER: 4930 CAMPUS DRIVE NEWPORT BEACH, CA 92660 P: 949.476.8888 1 ADDRESS PLAN CHECK COMMENTS NO. REVISION 12/15/2023 DATE 2 01/22/2024 ADJUSTMENTS PER MEETING WITH LA COUNTY FIRE DEPARTMENT ON 01/16/2024 LEVEL 5 LAYOUT F-42 INDICATES PROPOSED BUILDING (RESIDENTIAL AND INTERIOR COMMON USE) INDICATES PROPOSED PRIVATE FIRE HYDRANT (6"X4"X2-1/2" CONFORMING TO THE AMERICAN WATER WORLD ASSOCIATION STANDARD 503 AND REQUIRED FIRE FLOW OF 2,500 GPM @ 20PSI FOR 2 HOURS) WITH BLUE REFLECTIVE FIRE HYDRANT MARKER PLACED 6" FROM CENTERLINE OF HYDRANT SIDE OF STREET AERIAL TRUCK LADDER ACCESS TO BUILDING (BETWEEN 10' - 30' FROM ACCESS ROAD) INDICATES EXISTING PUBLIC FIRE HYDRANT WITH BLUE REFLECTIVE MARKER INDICATES LIMITS OF BUILDING ROOFLINE INDICATES PROPOSED PARKING GARAGE INDICATES STAIR LOCATIONS INDICATES ELEVATOR LOCATIONS INDICATES PROPOSED FIRE ACCESS LANE WITH AN ALL WEATHER PAVED SURFACE CAPABLE OF SUPPORTING 75,000 LBS FOR FIRE APPARATUS. INDICATES PROPOSED DOUBLE DETECTOR CHECK FOR PRIVATE FIRE HYDRANTS INDICATES 'FIRE LANE NO PARKING AND FIRE LANE ENTRY SIGNS INDICATES FIRE DEPARTMENT HOSE PULL WALKABLE ACCESS - 150' MAXIMUM LEGEND INDICATES GATE ENTRY TO PARKING GARAGE INDICATES APPROXIMATE LOCATION OF KNOX BOX WITH 3-SETS OF ENTRY DOOR/GATE KEYS OR KNOX KEY SWITCH. SEE CONSTRUCTION NOTES FOR DESIGNATION. INDICATES APPROXIMATE LOCATION OF THE BUILDING ADDRESS, MINIMUM 6" IN HEIGHT MEETING LA COUNTY FIRE DEPARTMENT REQUIREMENTS PROVIDED ON SHEET F-1. FINAL DESIGN AND LOCATION BY OTHERS INDICATES NOT A PART OF FIRE ACCESS INDICATES FIRE APPARATUS PATH OF TRAVEL SHALL NOT BE LESS THAN 32 FEET MEASURED AT THE CENTERLINE OF THE REQUIRES ACCESS ROADWAY FIRE DEPARTMENT INTERMEDIATE TURNAROUND PER LOS ANGELES COUNTY ADOPTED CODE. NOTE THAT MINIMUM DIMENSIONS REQUIRED PER LA COUNTY FIRE DEPARTMENT STANDARDS ARE SHOWN ON THIS DETAIL. 1 FIRE LANE ENTRANCE SIGN PER CITY OF GARDENA POLICE DEPT. SEE DETAILS SHT. F-1. INSTALL FIRE HYDRANT MARKER THAT SHALL BE PLACED 6" FROM CENTERLINE. 3 CONSTRUCTION NOTES INSTALL KNOX KEY SWITCH. 54 INSTALL KNOX BOX WITH 3-SETS OF ENTRY DOOR/GATE KEYS. 2 FIRE LANE 'NO STOPPING' SIGN PER CITY OF CITY OF GARDENA POLICE DEPT. SEE DETAIL SHT. F-1.28' 35' 10'
10'
28' 35' INDICATES 5' MINIMUM DECOMPOSED GRANITE FIRE DEPARTMENT WALKWAY R=45' R=19' R=32' 6 INSTALL WALL MOUNTED OR FREE STANDING 2-1/2" EXTERIOR WET STANDPIPE. INDICATES EXISTING OVERHEAD TRANSMISSION LINES NOTE THAT ALL EXISTING OVERHEAD TRANSMISSION LINES ON THIS PROJECT SITE SHALL BE RELOCATED UNDERGROUND PER AGREEMENT BETWEEN THE DEVELOPER AND THE CITY OF GARDENIA. 27' *35' PROVIDED ON THIS PROJECT FOR ADDITIONAL CLEARANCE. SEE PLAN FOR LOCATION. INDICATES HOSE PULL DEFICIENCY - SEE PLAN FOR LENGTH INDICATES A SOLID 3HR. RATED-TYPE 1, 15' HIGH WALL WITH NO OPENINGS AND SHALL HAVE EXTERIOR WET STANDPIPES AT THE OUT OF ACCESS HOSE PULL LOCATIONS AS INDICATED ON PLAN. THIS WALL SHALL BE PROVIDED IN ORDER MITIGATE ACCESS REQUIREMENTS SET FORTH BY THE COUNTY OF LOS ANGELES FIRE DEPARTMENT ALONG THE 152' OUT ACCESS HOSE PULL DEFICIENCY INDICATED ON THIS PLAN. WALL MOUNTED OR FREE STANDING 2-1/2" EXTERIOR WET STANDPIPE BY OTHERS AS A DEFERRED SUBMITTAL. FINAL LOCATION AND TYPE OF WET STANDPIPE AS APPROVED BY LA COUNTY FIRE ENGINEERING DIVISION 0 GRAPHIC SCALE 1 inch = ft. 20' 40' 20 DRAWING SCALE 1 1 1 1 02/08/2024 SHEET: OF 5 LOS ANGELES COUNTY FIRE DEPARTMENT The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re-use by any method, in whole or in part without the express consent of FIRESAFE PLANNING SOLUTIONS is prohibited. ARCHITECTURE/PLANNING: PREPARED BY: PREPARED FOR: TITLE: DATE: 28506 AIROSO STREET RANCHO MISSION VIEJO, CA 92694 OFFICE: (949) 240-5911 CIVIL ENGINEER: FIRE MASTER PLAN SHEET INDEX F-1 F-2 F-3 F-4 F-5 COVER SHEET OVERALL FIRE MASTER PLAN LAYOUT AT GRADE LEVEL 2 PODIUM LAYOUT LEVEL 5 LAYOUT BUILDING ELEVATIONS & SECTION 19782 MACARTHUR BLVD. SUITE 300 IRVINE, CA 92612 P: 949.862.0270 5000 BIRCH ST. EAST TOWER, SUITE 600 NEWPORT BEACH, CA 92660 P: 949.267.1573 801 N PARKCENTER DRIVE SANTA ANA, CA 92705 P: 714.560.8643 1610 ARTESIA BLVD. GARDENA, CA ASSESSOR'S IDENTIFICATION NO: 6016-013-049 CIVIL ENGINEER: 4930 CAMPUS DRIVE NEWPORT BEACH, CA 92660 P: 949.476.8888 1 ADDRESS PLAN CHECK COMMENTS NO. REVISION 12/15/2023 DATE 2 01/22/2024 ADJUSTMENTS PER MEETING WITH LA COUNTY FIRE DEPARTMENT ON 01/16/2024 BUILDING ELEVATIONS AND SECTION F-5 SOLID 3HR. RATED-TYPE 1, 15' HIGH WALL WITH NO OPENINGS AND SHALL HAVE EXTERIOR WET STANDPIPES AT THE OUT OF ACCESS HOSE PULL LOCATIONS AS INDICATED ON SHEET F-2. THIS WALL SHALL BE PROVIDED IN ORDER MITIGATE ACCESS REQUIREMENTS SET FORTH BY THE COUNTY OF LOS ANGELES FIRE DEPARTMENT ALONG THE 152' OUT ACCESS HOSE PULL DEFICIENCY INDICATED ON SHEET F-2.

UNIT PLAN BOOK
1610 ARTESIA
DECEMBER 12, 2023
• S101 (ES101)
• S405
• A110 (EA110)
• A406
• A710
• A716
• B103 (EB103)
• B402
• B700
• B900
SPSS
DPDS
W/D
P
EP
DPDS
BB DW
L
SP
REF.
36" x 48"
17'-2"

LIVING/SLEEPING
16'-5" x 12'-2 1/2"

KITCHEN BATH
W.I.C.
5'-6" x 6'-6"
5'-0" x 8'-0"
16'-5"
12'-2 1/2"
30'-0"
Scale ‐ 1/4" = 1 Foot (11x17)
Updated Date
TCA NRSF:

TPGNRSF:

TPG ‐ STANDARD FLOOR PLANS
Approved by
Date Approved
5'‐0"
10'‐0"
** DIMENSIONS ARE MEASURED STUD TO STUD.
** SUBTRACT 2" TO GET PAINT DIMENSION.

Plan S101 (ES101)
515 SF
06/26/2023 TCA
- ENTRY INLINE STUDIO
- TEIR I, II, III MARKETS
W/D
B
REF.

DW
B
SPSS
EP
SP
P
36" x 48"
17'-2"
LIVING
7'-5" x 11'-2" KITCHEN
3'-0" x 6'-6"
BATH
L
33'-6"

SLEEPING
7'-5" x 10'-1 1/2" 11'-2"
7'-5"
10'-1 1/2"
7'-5"
2'-6" x 5'-0"
6'-10 1/2"
5'-6"
DECK
38 SF
Scale ‐ 1/4" = 1 Foot (11x17)
Updated Date
TCA NRSF:

TPGNRSF:

TPG ‐ STANDARD FLOOR PLANS
Approved by
Date Approved
5'‐0"
10'‐0"
** DIMENSIONS ARE MEASURED STUD TO STUD.
** SUBTRACT 2" TO GET PAINT DIMENSION.

Plan S405
551 SF
07/12/2023 TCA
- ENTRY INLINE STUDIO
- TEIR I, II, III MARKETS
DPDS
EP
P
DPDS
SPSS
B
DW B
L
SP
W/D
REF.
30" x 48"
54" x 42"
30" x 48"
54" x 42"
54" x 44"
54" x 60"
30" x 48"
30" x 48"
30" x 48"
30" x 48"
36" x 48"
30" x 48"
30" x 48"

BEDROOM
11'-4" x 11'-11"

LIVING ROOM
11'-9 1/2" x 11'-10 1/2"
BATH
ENTRY

KITCHEN
W.I.C.

DECK
59 SF
24'-2"
5'-6" x 6'-6"
5'-0" x 6'-6"
11'-11"
11'-4"
11'-9 1/2"
11'-10 1/2"
29'-0"
5'-2"
11'-5 1/2"
2'-0"
Scale ‐ 1/4" = 1 Foot (11x17)
Updated Date
TCA NRSF:

TPGNRSF:

TPG ‐ STANDARD FLOOR PLANS
Approved by
Date Approved
5'‐0"
10'‐0"
** DIMENSIONS ARE MEASURED STUD TO STUD.
** SUBTRACT 2" TO GET PAINT DIMENSION.

Plan A110
663 SF
06/26/2023 TCA
- ENTRY INLINE 1-BDRM
- TIER I, II, III MARKETS
EP
SPSS
DPDS
DPDS
SPSS
P
B
DW
SP
L
REF.

W/D
B
54" x 42"
30" x 48"
54" x 42"
54" x 44"
30" x 48"
30" x 48"
36" x 48"
30" x 48"
30" x 48"
30" x 48"
30" x 48"
30" x 48"
24'-9"

BEDROOM
11'-9 1/2" x 12'-10"

LIVING/DINING
11'-11" x 19'-1 1/2"
BATH
ENTRY

KITCHEN
W.I.C.

DECK
62 SF
5'-0" x 6'-6"
2'-3" x 6'-6" 2'-3" x 6'-6" 2'-3" x 6'-6"
35'-5"
19'-1 1/2"
11'-11"
11'-9 1/2"
12'-10"
3'-3"
4'-2"
6'-11"
9'-0"
STOR.
4'-4"
Scale ‐ 1/4" = 1 Foot (11x17)
Updated Date
TCA NRSF:

TPGNRSF:

TPG ‐ STANDARD FLOOR PLANS
Approved by
Date Approved
5'‐0"
10'‐0"
** DIMENSIONS ARE MEASURED STUD TO STUD.
** SUBTRACT 2" TO GET PAINT DIMENSION.

Plan A406
823 SF
07/25/2023 TCA
- CORE INLINE 1-BDRM
- TIER I, II, III MARKETS
SPSS
SPSS
W/D
DPDS
EP
DPDS
B
B
DW
SP
P
L
WINE
REF.
54" x 42"
30" x 48"
54" x 44"
30" x 48"
30" x 48"
30" x 48"
54" x 60"
30" x 48"
36" x 48"
30" x 48"
54" x 42"
30" x 48"
S

BEDROOM
12'-0" x 12'-11"

LIVING/DINING
12'-2" x 18'-7"
BATH
ENTRY

KITCHEN
W.I.C.

DECK
128 SF
S
5'-6" x 6'-6"
5'-6" x 6'-6"
39'-0"
10'-10 1/2"
27'-4" 5'-2"
21'-7" 7'-7"
12'-2"
12'-2"
12'-0"
12'-11"
3'-6"
18'-7"

REVOLVING

SHELVING UNIT
Scale ‐ 1/4" = 1 Foot (11x17)
Updated Date
TCA NRSF:

TPGNRSF:

TPG ‐ STANDARD FLOOR PLANS
Approved by
Date Approved
5'‐0"
10'‐0"
** DIMENSIONS ARE MEASURED STUD TO STUD.
** SUBTRACT 2" TO GET PAINT DIMENSION.

Plan A710
861 SF
07/20/2023 TCA
- CORE/LUX INSIDE CORNER 1-BRDM
- TIER I, II, III MARKETS
- TANSITIONAL UNIT USE IN BETTER SITE
LOCATIONS (i.e. POOLSIDE)
W/D
SP
REF.

DPDS
SPSS
DPDS
EP
WINE
DPDS
B
DW
B
BATH
DECK
78 SF

BEDROOM
12'-3" X 13'-2"

LIVING/DINING
13'-2 1/2" X 17'-11"
W.I.C.
6'-0" X 6'-6"

GLASS DOORS

ABOVE WINE
3'-6" x 6'-6" 3'-6" x 6'-6"
L
P
13'-2"
26'-8"
6'-0"
34'-6"
13'-0 1/2"
12'-3"
4'-2"
4'-2"
13'-2 1/2"
3'-9"
17'-11"
Scale ‐ 1/4" = 1 Foot (11x17)
Updated Date
TCA NRSF:

TPGNRSF:

TPG ‐ STANDARD FLOOR PLANS
Approved by
Date Approved
5'‐0"
10'‐0"
** DIMENSIONS ARE MEASURED STUD TO STUD.
** SUBTRACT 2" TO GET PAINT DIMENSION.

Plan A716
879 SF
07/12/2023 (TCA)
- LUXURY INLINE 1-BRDM
- INFERIOR LOCATIONS IN TIER I MKT
- PRIME LOCATIONS IN TEIR II MARKETS
-TIER I, II, MARKETS
SPSSSP
DPDS
SPSS
W/D
P EP
BB
DW
L
DPDS
SPSS
L
REF.

M. BEDROOM
11'-2" x 12'-0"

LIVING ROOM
12'-6" x 14'-1 1/2"
DECK
67 SF

KITCHEN

BATH BATH
W.I.C. W.I.C.
36'-2"

BEDROOM
11'-2" x 12'-1"
5'-6" x 6'-6" 5'-6" x 6'-6"
5'-6" x 6'-6"
30'-0"
3'-0" 2'-6"
11'-2"
12'-1"
11'-2"
12'-0"
12'-6"
14'-1 1/2"

MOVABLE
ISLAND
5'-6"
12'-2"
Scale ‐ 1/4" = 1 Foot (11x17)
Updated Date
TCA NRSF:

TPGNRSF:

TPG ‐ STANDARD FLOOR PLANS
Approved by
Date Approved
5'‐0"
10'‐0"
** DIMENSIONS ARE MEASURED STUD TO STUD.
** SUBTRACT 2" TO GET PAINT DIMENSION.

Plan B103 (EB103)
1,049 SF
07/05/2023 (TCA)
- ENTRY INLINE 2-BDRM
- TIER I, II, III MARKETS
DPDS
SPSS
EP
SPSS
DPDS
WINE
SPSS
SP
DPDS
DPDS
P
B
B
W/D
DW
L
REF.
54" x 42"
30" x 48"
54" x 60"
30" x 48"
30" x 48"
54" x 42"
30" x 48"
36" x 48"
30" x 48"
54" x 42"
30" x 48"
30" x 48"
54" x 44"
30" x 48"
30" x 48"
54" x 42"
M. BEDROOM
11'-6" x 13'-2"

BEDROOM
11'-4" x 12'-4"

LIVING/DINING
12'-0" x 19'-8"
36'-2"

BATH KITCHEN
BATH
W.I.C.

W.I.C.

GLASS DOOR

ABOVE WINE
L
LINEN
5'-6" X 6'-6" 5'-6" X 6'-6"
2'-3" X 6'-6" 2'-3" X 6'-6" 2'-3" X 6'-6"
34'-0"
11'-4"
12'-4"
11'-6"
13'-2"
12'-0"
19'-8"
5'-7"
11'-8"
DECK
67 SF
3'-4"
4'-1"
Scale ‐ 1/4" = 1 Foot (11x17)
Updated Date
TCA NRSF:

TPGNRSF:

TPG ‐ STANDARD FLOOR PLANS
Approved by
Date Approved
5'‐0"
10'‐0"
** DIMENSIONS ARE MEASURED STUD TO STUD.
** SUBTRACT 2" TO GET PAINT DIMENSION.

Plan B402
1194 SF
07/07/2023 TCA
- CORE/LUX INLINE 2-BRDM
- CORE UNIT IN TIER MKT IN NON LUXURY

LOCATIONS
- LUXURY UNIT FOR TEIR II AND III MKT
-TIER I, II, III MARKETS
EP
D
W
SPSS
L
SPSS
REF. DW
WINE
P
B
B
DPDS
SP
SPSS
SPSS
SPSS
DPDS
DECK
79 SF

BEDROOM
12'-7" X 12'-4"
BATH

LIVING DINING
12'-7" X 18'-5"
W.I.C.

BEDROOM
11'-2" X 12'-2"
BATH

LAUNDRY
37'-8"
33'-6"
12'-3"
6'-6"
12'-7"
11'-2"
12'-7"
12'-2"
12'-4"
4'-2 1/2"
4'-2"
4'-2"

COUNTEROP
W/ POLE ABV.

GLASS DOOR

ABOVE WINE
18'-5"
W.I.C.
2'-6" x 6'-6" 2'-6" x 6'-6" 2'-6" x 6'-6"
3'-6" x 6'-6"
5'-6" x 6'-6"
L
ENTRY
3'-6" x 6'-6"
Scale ‐ 1/4" = 1 Foot (11x17)
Updated Date
TCA NRSF:

TPGNRSF:

TPG ‐ STANDARD FLOOR PLANS
Approved by
Date Approved
5'‐0"
10'‐0"
** DIMENSIONS ARE MEASURED STUD TO STUD.
** SUBTRACT 2" TO GET PAINT DIMENSION.

Plan B700
1,198 SF
08/31/2022 (TCA)
- LUXURY INLINE 2-BDRM
- INFERIOR LOCATIONS IN TIER I MKT
- LUXURY LOCATIONS IN TIER II/III MKTS
SPSS
DPDS
SP
DPDS
EP
SPSS
SPSS
L
DW
B
WINE B
D W
REF.

SPSS

LIVING/DINING
12'-4" X 18'-8"

BEDROOM
11'-11" X 13'-0"
DECK
71 SF

BEDROOM
12'-0" X 11'-2"

KITCHEN
M BATH

LAUNDRY BATH
W.I.C.

W.I.C.
6'-6" x 6'-6"
6'-0" x 6'-6" 3'-0" x 6'-6"
41'-4"
33'-5"
11'-11"
13'-0"
12'-4"
12'-0"
11'-2"
18'-8"
3'-6"
4'-0"
7'-6"
9'-6"
S
11'-6 1/2" 29'-9 1/2"
33'-5"
P
4'-6"
11'-0" x 8'-0" SF
10'-0" x 8'-0" SF

CABINETS
ABOVE
4'-2"
ENTRY
12'-8" 20'-9"
Scale ‐ 1/4" = 1 Foot (11x17)
Updated Date
TCA NRSF:

TPGNRSF:

TPG ‐ STANDARD FLOOR PLANS
Approved by
Date Approved
5'‐0"
10'‐0"
** DIMENSIONS ARE MEASURED STUD TO STUD.
** SUBTRACT 2" TO GET PAINT DIMENSION.

Plan B900
1,280 SF
07/12/2023 (TCA)
- LUXURY OUTSIDE CORNER 2-BDRM
- INFERIOR LOCATIONS IN TIER I MKT
- PRIME LOCATIONS IN TEIR II MARKETS
-TIER I, II, MARKETS
1 Picerne Density Bonus May 2, 2024

RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO:

City of Gardena
1700 West 162nd Street,
Gardena, CA 90247
Attention: City Manager
No fee for recording pursuant to
Government Code Sections 27383 and 27388.1
(Space above for Recorder's Use)

DENSITY BONUS AGREEMENT

AND DECLARATION OF RESTRICTIVE COVENANTS
(1610 W. Artesia Boulevard)
This Density Bonus Agreement and Declaration of Restrictive Covenants (the "Agreement") is dated as of ________________________, 2024, and is by and between the City of Gardena, a municipal corporation (the "City"), and [Developer Name], a [Entity], (the "Developer"), with reference to the following facts:

A. The City has adopted a Density Bonus Ordinance, Gardena Municipal Code Chapter 18.43, to conform with State Density Bonus Law (Government Code Section 65915 – 65918) (collectively, the "Density Bonus Law"). Density Bonus Law allows a density bonus and concessions and waivers when a developer proposes to provide affordable housing at a housing development.

B. Developer is the owner of certain real property located at 1610 W. Artesia Boulevard (APN # 6106-013-049), in the City of Gardena, County of Los Angeles, California, as more particularly described in the attached Exhibit A, which is incorporated herein by this reference (the "Property").

C. On [Approval Date], Developer received discretionary site plan review approval from the City (the "Project Approval") for the construction of a 300 residential unit (each, a "Unit") housing development located on the Property and appurtenant landscaping and on-site improvements on the Property (the "Project").

D. As part of the Project, Developer has agreed to construct and dedicate 17 Units (seven percent (7%) of the Project’s 240 base density Units) to be affordable and rented to VeryLow Income Households (as defined below) (the "Affordable Units") for a fifty-five (55) year period from the date that a certificate of occupancy is issued for the Project (the "Density Bonus Term").
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E. As a result of dedicating 7% of the Project’s base units to Very-Low Income Households, under Density Bonus Law, the Project is entitled to a 25% density bonus, one (1) concession or incentive; and an unlimited number of waivers from development standards that would physically preclude construction of the Project at the density sought.

F. Under Density Bonus Law, Developer has applied for, and the City has granted the following regulatory concession and waivers in exchange for Developer's provision of the Affordable Unit s, in addition to providing a 25 percent density bonus allowing a total of 300 units:

1. The height of the Project shall be increased from 75 feet to 84.5 feet;

2. The storage space requirements shall be reduced so that only 124 Units shall be required to provide storage space instead of 300 Units.

3. Allowing massing and articulation only along Artesia Boulevard instead of along all facades of the first and second stories; and

4. Allowing windows to be recessed only 2 inches at prominent façade locations rather than requiring all windows to be recessed by a minimum of four inches or be surrounded by molding of at least 3 ½ inches wide and projecting at least three-quarters of an inch.

Developer also requested, and the City granted, to apply the vehicular parking ratios set forth in Density Bonus Law to the Project as a minimum requirement (i.e., one (1) parking space per 1- bedroom Unit, and one and one half (1.5) parking spaces per 2- or 3-bedroom Unit). The Project exceeds these requirements.

G. Density Bonus Law requires the City to ensure, and Developer to agree to, continued affordability of the Affordable Units for the Density Bonus Term. To ensure their continued affordability for the Density Bonus Term, this Agreement shall be executed and recorded against the Property prior to the City's issuance of a Certificate of Occupancy for the Project.

H. Developer acknowledges and agrees that the Project Approvals, concessions and waivers provided adequate and proper notice pursuant to Government Code Section 66020 of Developer's right to protest any requirements for fees, dedications, reservations, and other exactions as may be included in this Agreement, that no protest in compliance with Section 66020 was made within ninety (90) days of the date that notice was given, and that the period has expired in which Developer may protest any and all fees, dedications, reservations, and other exactions as may be included in this Agreement.

WITH REFERENCE TO THE FACTS RECITED ABOVE, and for good and valuable consideration, the receipt of which is hereby acknowledged, the City and Developer (collectively the "Parties") agree as follows:
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AGREEMENT
The Parties agree and acknowledge that the above recitals are true and accurate and are incorporated into this Agreement by this reference.

ARTICLE 1.

DEFINITIONS AND EXHIBITS
Section 1.1. Definitions. When used in this Agreement, the following terms shall have the respective meanings assigned to them in this Article 1. (a) "Actual Household Size" means the actual number of persons in the applicable household.
(b) “Adult” means a person 18 years of age or older.
(c) "Affordable Rent" means the maximum allowable Rent for an Affordable Unit as provided in Section 3.1(b) below.
(d) "Affordable Units" is defined in Recital D.
(e) "Agreement" is defined in the preamble on page 1.
(f) "Area Median Income" or "AMI" means the median gross yearly income in the County of Los Angeles, California (adjusted for Actual Household Size or Assumed Household Size as specified herein) as published from time to time by HCD. In the event that such income determinations are no longer published or are not updated for a period of at least eighteen (18) months, the City shall provide other income determinations that are reasonably similar with respect to methods of calculation to those previously published by HCD. (g) "Assumed Household Size" means the household size "adjusted for family size appropriate to the unit" as such term is defined in California Health & Safety Code Section 50052.5(h), used to calculate Rent.
(h) "City" is defined in the preamble on page 1 of this Agreement. (i) "Density Bonus Law" is defined in Recital A.
(j) "Density Bonus Term" means a fifty-five (55) year period that commences when the certificate of occupancy is issued for the Project. (k) "Developer" is defined in the preamble on page 1 of this Agreement. (l) "Director" is the Community Development Director of the City. (m) "Eligible Household" means a household which has been determined to be eligible to rent an Affordable Unit in compliance with Density Bonus Law and this Agreement. 4 Picerne Density Bonus May 2, 2024
(n) "Floor Plan" means the plan for the Project attached as Exhibit C specifying the location of the Affordable Units.
(o) "HCD" means the California Department of Housing and Community Development.
(p) "Household Income" means the combined gross pre-tax income of all adult occupants of the applicant household. The applicable sources of income are defined in California Code of Regulations Title 25 Housing and Community Development section 6914. (q) "Indemnitees" are defined in Section 5.5.
(r) “Other Units” means Units which are not Affordable Units. (s) “Parties” means the City and the Developer.
(t) “Preferred Renter” means a household where at least one member lives or works in the City.
(u) “Project” is defined in Recital C.
(v) “Project Approval” is defined in Recital C.
(w) “Property” is defined in Recital B.
(x) “Rent” is the total of monthly payments by the Tenant of an Affordable Unit for all of the following: (1) use and occupancy of the Affordable Unit and land and all facilities associated with the Affordable Unit; (2) any separately charged fees or service charges assessed by Developer which are customarily charged in rental housing and required of all Tenants other than security deposits; (3) an allowance for the cost of an adequate level of service for utilities paid by the Tenant as established by the Los Angeles County Development Authority or its successor, including the following: garbage collection, sewer, water, electricity, gas and other heating, cooking and refrigeration fuel, but not telephone service, electrical vehicle charging, or cable TV; and (4) any other interest, taxes, fees or charges for use of the land or associated facilities that are assessed by a public or private entity other than Developer and paid by the Tenant. (y) “Tenant” is a household occupying one of the Affordable Units pursuant to a valid lease or rental agreement with Developer.
(z) “Tenant Lease” is defined in Section 3.2.
(aa) “Units” are defined in Recital C.
(bb) “Very-Low Income Household” is a household whose Household Income does not exceed the very-low income limits pursuant to California Health and Safety Code Section 50105.
5 Picerne Density Bonus May 2, 2024
Section 1.2. Exhibits. The following exhibits are attached to and incorporated into this Agreement:

Exhibit A. Legal Description of the Property.

Exhibit B. Income Verification Form.

Exhibit C. Floor Plan showing Affordable Units.

ARTICLE 2.

CONSTRUCTION OF PROJECT AND AFFORDABLE RENTAL UNITS
Section 2.1. Construction of Affordable Units. The Affordable Units shall be constructed concurrently with, or earlier than, the Other Units. No building permit shall be issued for any Other Unit unless a building permit has been issued, or will be issued concurrently, for the Affordable Units, and no certificates of occupancy or final inspections shall be issued for any Other Units unless a certificate of occupancy or final inspection has been issued, or will be issued concurrently, for the Affordable Units.

Section 2.2. Affordable Units. To satisfy Developer’s affordable housing requirements for the Project pursuant to Density Bonus Law, Developer shall rent 17 Affordable Units to VeryLow Income Households at an Affordable Rent for the Density Bonus Term, as specified in Article 3 below.

Section 2.3. Appearance, Size and Bedroom Count of Affordable Units. (a) Appearance and Maintenance of Affordable Units. The design, appearance, and general quality of the Affordable Units shall be generally comparable with the majority of the Other Units and consistent with the designs provided for the Project Approvals. Developer shall allocate and assign, or otherwise make available, parking spaces, bicycle storage, and other spaces reserved for use by individual Units to the Affordable Units on the same basis as for the Other Units, and Tenants of the Affordable Units shall have equal access to the Project’s common areas as is given to the residents of the Other Units, but any fee charged for use of common areas or for storage spaces reserved for individual Units shall be included in the Tenant’s Rent. (b) Location and Characteristics of Affordable Units. Affordable Units shall be equitably distributed throughout the Project and shall have a consistent design, appearance, and general quality as the majority of the Other Units. Developer shall initially provide Affordable Units in the Project at the location shown on the Floor Plan. These locations may be changed prior to or after the initial occupancy, provided that they are replaced with a similarly sized Unit and the change does not result in the Affordable Units being segregated from the Other Units or clustered together.
(c) Type of Affordable Units. The breakdown of Affordable Units shall be ten (10) studio units, six (6) one-bedroom units, and one (1) two-bedroom unit. 6 Picerne Density Bonus May 2, 2024
ARTICLE 3.

RENT REGULATORY PROVISIONS
Section 3.1. Affordability and Occupancy Covenants.
(a) Occupancy Requirements. Subject to the provisions of subsection (e) of this Section 3.1, the Affordable Units shall be rented to and occupied by or, if vacant, available for occupancy by Very-Low Income Households. The Affordable Units shall not be kept vacant when there is an Eligible Household available to rent the Affordable Unit, or used for any purpose except for residential use and shall be offered for rent to Eligible Households at Affordable Rents. (b) Allowable Rent. Subject to the provisions of subsection (e) of this Section below, for Very Low Income Households the maximum Rent charged to Tenants of the Affordable Units shall not exceed one-twelfth (1/12th) of thirty percent (30%) of fifty percent (50%) of Area Median Income, as published by HCD and adjusted for the Assumed Household Size. The calculation of Rent shall be made pursuant to Health and Safety Code Section 50053, and the calculations above shall be adjusted based on any modifications made thereto. (c) City Approval of Rents. Initial Rents for all Affordable Units shall be approved by the City prior to occupancy at the time Developer submits to the City the marketing plan required by Section 3.3 below and shall provide Developer with a schedule for Affordable Units. The City shall review all proposed Rent increases to determine whether the proposed increases are consistent with the provisions of this Agreement. The City annually determines Affordable Rents (including utility allowances) based on changes in Area Median Income.

Developer shall certify to the City that Developer is not charging any fee other than Affordable Rent to Tenants of the Affordable Units for all of the components of Rent defined in Section 1.1(x) above.
(d) Increased Income of Tenants. If, upon recertification of a Tenant's Household Income, Developer determines that the Tenant's Household Income has increased and exceeds the qualifying income for a Very-Low Income Household, then the Tenant shall be given written notice that: (i) Tenant’s Rent shall be increased sixty (60) days after the date in the notice to an amount to be determined by Developer but not to exceed Rent for a comparable Unit; and (ii) Tenant shall vacate the Affordable Unit six (6) months from the date of the notice or upon expiration of the Tenant's lease, whichever is earlier. If, prior to the date by which the Tenant must vacate the Affordable Unit, another Unit is vacated which is not designated as an Affordable Unit and is of appropriate bedroom size, the Developer may change the location of the Affordable Units; allow the over-income Tenant to remain in the original Unit; and designate the newly vacated Unit as an Affordable Unit.
(e) Agreement to Limitation on Rents. The Project has received waivers from the City under the Density Bonus Law, which is a form of assistance specified in Chapter 4.3 (commencing with Section 65915) of Division 1 of Title 7 of the Government Code. Sections 1954.52(b) and 1954.53(a)(2) of the Costa-Hawkins Rental Housing Act provide that, where a developer has received such assistance, certain provisions of the Costa-Hawkins Rental Housing Act do not apply if a developer has so agreed by contract. Developer hereby agrees to limit Rents as provided in this Agreement in consideration of Developer's receipt of the concession and 7 Picerne Density Bonus May 2, 2024
waivers described in this Agreement and further agrees that any limitations on Rents imposed on the Affordable Unit are in conformance with the Costa-Hawkins Rental Housing Act. Developer further covenants that the terms of this Agreement are fully enforceable.

Section 3.2. Lease Provisions. Developer shall use a form of Tenant lease (the "Tenant Lease") approved by the City for the Affordable Units. The Tenant Lease shall, among other matters:
(a) provide for termination of the lease for failure: (i) to provide any information required under this Agreement or reasonably requested by Developer to establish or recertify the Tenant's qualification, or the qualification of the Tenant's household, for occupancy in the Development in accordance with the standards set forth in this Agreement, or (ii) to qualify as an Eligible Household as a result of any material misrepresentation made by such Tenant with respect to the income computation or certification;
(b) provide that if the household's income increases above the applicable limits, such household's Rent will be subject to increase and Tenant will be required to vacate the Affordable Unit in accordance with the term of this Agreement, if no comparable alternate Unit is available to become an Affordable Unit;
(c) provide that the Rent may not be raised more often than once every twelve (12) months. Developer will provide each Tenant with at least ninety (90) days written notice of any increase in Rent applicable to such Tenant;
(d) be for an initial term of not less than one (1) year. After the initial year of tenancy, the lease may be month to month by mutual agreement of Developer and the Tenant; (e) require that the Affordable Unit be the principal residence of the Tenant and prohibit subleasing of the Affordable Unit or any portion of the Affordable Unit or any spaces reserved for the use of the Tenant;
(f) contain nondiscrimination provisions;
(g) include the Tenant's obligation to inform Developer of any need for maintenance or repair; and
(h) include reasonable rules of conduct consistent with California law.

Section 3.3. Marketing, Income Certification, and Reporting. (a) Required City Approvals. At least ninety (90) days prior to the projected start date of accepting rental applications for the lease-up of the Affordable Unit, Developer shall notify City of the availability of the Affordable Units and provide to the City its proposed marketing plan for the Affordable Units as described below;; the proposed form of Tenant Lease to confirm conformance with the provisions of Section 3.2 above; and proposed Affordable Rents for the Affordable Units, all for City review and approval. 8 Picerne Density Bonus May 2, 2024
(b) Marketing Plan. Developer's marketing plan shall be consistent with the provisions of this subsection (b). Upon receipt of the marketing plan, the City shall promptly review the marketing plan and shall approve or disapprove it within thirty (30) days after submission. If the marketing plan is disapproved, Developer shall submit a revised marketing plan within thirty (30) days. If the City has not approved or disapproved the Marketing Plan within thirty (30) days, the Marketing Plan shall be deemed approved. The marketing plan submitted to the City shall include the following: means to be used to advertise Affordable Units to the public upon initial occupancy and as vacancies occur and maintenance of a waiting list; the amount of any application screening fee to be imposed by Developer, and information to be provided to applicants, including conditions and restrictions applicable to occupancy of the Affordable Unit, current Affordable Rent, permitted Rent increases, maximum qualifying income for a Very-Low Income Household, requirement for annual Household Income recertification, preferences, and requirement to vacate the Affordable Unit if the Tenant's Household Income exceeds the maximum qualifying income as permitted by project funding sources and regulatory requirements. (i) Preferred Renter. To the extent permitted by law and consistent with the program regulations for funding sources used for the development of the Affordable Unit, Developer shall give a preference in the rental of any Affordable Unit to eligible households in which at least one member lives or works in the City. The preference stated in this section applies to the rentals of Affordable Units throughout the Term. (ii) Section 8 Vouchers and Certificate Holders. Developer will review applications from prospective tenants of Affordable Units, on the same basis as all other prospective tenants [of Other Units, and] of persons who are recipients of federal certificates for rent subsidies pursuant to the existing housing program under Section 8 of the United States Housing Act or any successor. Developer shall not apply selection criteria to Section 8 certificate or voucher holders that are more burdensome than criteria applied to all other prospective tenants for an Affordable Unit or Other Unit, nor shall Developer apply or permit the application of management policies or lease provisions with respect to the Project which have the effect of precluding occupancy of an Affordable Unit by such prospective tenants. Developer shall not set aside, reserve, or hold out any Affordable Units for Very-Low Income Households that receive Section 8 assistance. Units shall be filled by eligible households on a first-come, first serve basis.

If there are more applicants than units available, tenants will be selected through a lottery system. (c) Application. Developer may not charge more than the current industry standard per Adult Household member for application fees including credit check and screening background checks and in no event, more than the fee being charged for applicants of Other Units. (d) Income Certification.
(i) Developer shall require Households interested in renting Affordable Units to fill out applications to demonstrate they meet the Very Low-Income requirements.

Households will be verified for eligibility using a Verification Form in substantially the form attached hereto as Exhibit B. Prior to Developer's entering into a lease with a prospective tenant of an Affordable Unit, the prospective tenant household shall be certified as a Very-Low Income Household in accordance with this Agreement.
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(ii) Once an applicant has submitted a complete application and Verification Form and has been determined by Developer to be qualified as a Very Low Income Household, Developer will forward the file to Community Development Director for final approval.
(iii) The City will approve applications from households that it determines qualify as Very Low Income Households. City shall notify Developer of its approval or disapproval in writing within 10 business days from receipt of a complete application and Verification Form. Failure of the City to approve or disapprove within that period shall be deemed an approval.
(iv) Applications received during the initial advertising period from Preferred Renters will be given preference over non-Preferred Renters to the extent legally possible. If the Affordable Units are over-subscribed during the initial advertising period, renters of the Affordable Units shall be selected by lottery by the City. Applications received after the initial advertising period will be considered based on completeness and timeliness of their applications without regard to whether they are Preferred or non-Preferred Renters. (v) Application packets will be made available online and provided to the City of Gardena for distribution at the Planning Counter. (vi) Annually thereafter, Developer shall conduct recertifications and shall obtain, complete, and maintain on file Household Income recertifications for each Tenant renting any of the Affordable Units. To verify the information, two (2) or more of the following steps shall be taken: (A) obtain pay stubs for the most recent two (2) months of pay for all adults within the household age eighteen (18) or older; (B) obtain an income tax return for the most recent tax year for all adults within the household age eighteen (18) or older; (C) conduct a credit agency or similar search for all adults age eighteen (18) or older; (D) obtain an income verification form from the current employer of applicant and each adult in the applicant’s household verifying employment for the last two (2) months; (E) obtain an income verification form from the Social Security Administration and/or the California Department of Social Services if the applicant receives assistance from either of such agencies; or (F) if the applicant is unemployed and does not have a tax return, obtain another form of independent verification. (vii) Copies of annual Tenant Household Income certifications shall be provided to the City upon request, and provide such additional information reasonably requested by the City in order to verify such certifications. A request by the City to provide any of the items set forth in Subsection (d)(vi)(A) – (F) above will be considered a reasonable request. (viii) Developer shall pay for all of City’s reasonable costs relating to the certification of households, provided however, that City shall provide estimates of such costs to be incurred by City upon Developer’s request.
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(e) Waiting List. Developer shall continuously maintain a waiting list of prospective tenants for the Affordable Units that may become available in the future. (f) Annual Report to City. Developer shall submit to the City not later than the ninetieth (90) day after the close of each calendar year, or such other date as may be requested by the City, a statistical report, in a format acceptable to the City, which will include a cover sheet that details the following:
(i) For each Affordable Unit: tenant name, unit number, number of bedrooms, household size, last rent increase date, current rent paid by tenant including other charges, any additional rent paid by any entity other than tenant, any proposed rent increase, percentage of increase, resultant rent, rent increase effective date, gross household income of the residents upon commencing occupancy of the Affordable Unit and the source of such information, and the dates of vacancies.
(ii) Other Information: the waiting list for the Affordable Units and the number of current vacancies.
(g) Third Party Verification/Reporting. Developer and City may mutually agree to hire a third party at Developer’s cost to perform the income verification and reporting requirements set forth above.

Section 3.4. Management of Property and Property Maintenance. (a) Management Responsibilities. Developer or its designee is responsible for all management functions with respect to the Project, including, without limitation, the annual recertification of household size and Household Income (subject to review by the City or its assignee), selection of Tenants, maintenance of a waiting list for the Affordable Unit, evictions, collection of Developer’s share of Rent and deposits thereof, maintenance, landscaping, routine and extraordinary repairs, replacement of capital items, and security. The City shall have no responsibility for the management of the Project. Developer may enter into a separate agreement with a company relating to the leasing, income verification, and reporting obligations of the Affordable Units. Nothing herein prevents Developer from hiring a property management company for the property maintenance, operations, or repairs of the Project. (b) Property Maintenance. The City places prime importance on quality maintenance to ensure that all developments within the City which include affordable housing units are not allowed to deteriorate due to below-average maintenance. Developer shall provide the Affordable Units with the same level and quality of maintenance, including performance of repairs and periodic replacement of fixtures, as the Other Units. Developer agrees to maintain all interior and exterior improvements, including landscaping, on the Property in good condition and repair (and, as to landscaping, in a healthy condition) and in accordance with all applicable laws, rules, ordinances, orders and regulations of all federal, state, county, municipal, and other governmental agencies and bodies having or claiming jurisdiction and all their respective departments, bureaus, and officials.
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(c) Taxes and Assessments. Developer shall pay all real and personal property taxes, assessments, if any, and charges and all franchise, income, employment, old age benefit, withholding, sales, and other taxes assessed against it, or payable by it, at such times and in such manner as to prevent any penalty from accruing, or any lien or charge from attaching to the Property; provided, however, that Developer shall have the right to contest in good faith, any such taxes, assessments, or charges. In the event Developer exercises its right to contest any tax, assessment, or charge against it, Developer, on final determination of the proceeding or contest, shall immediately pay or discharge any decision or judgment rendered against it, together with all costs, charges and interest.
(d) Damage or Destruction of Project. If all of the Units on the Property are demolished and Developer elects not to rebuild the Project, the concessions and waivers granted to Developer under Density Bonus Law shall terminate and the terms of this Agreement shall terminate and be of no further force and effect.

ARTICLE 4.

ENFORCEMENT
Section 4.1. Covenants Running with the Land. The City and Developer hereby declare their express intent that the covenants and restrictions set forth in this Agreement shall apply to and bind Developer and its heirs, executors, administrators, successors, transferees, and assignees having or acquiring any right, title or interest in or to any part of the Property and shall run with and burden such portions of the Property until terminated in accordance with Section 4.2. Until all or portions of the Property are expressly released from the burdens of this Agreement, each and every contract, deed or other instrument hereafter executed covering or conveying the Property or any portion thereof shall be held conclusively to have been executed, delivered, and accepted subject to such covenants and restrictions, regardless of whether such covenants or restrictions are set forth in such contract, deed or other instrument. In the event of foreclosure or transfer by deedin-lieu of all or any portion of the Property prior to completion of the Affordable Units, title to all or any portion of the Property shall be taken subject to this Agreement. Developer acknowledges that compliance with this Agreement is a requirement of the Density Bonus Law and the Project Approvals, and that no event of foreclosure or trustee's sale may remove these requirements from the Property. Any person who acquires title to all or any portion of the Property by foreclosure, trustee’s sale, deed in lieu of foreclosure, or otherwise shall succeed to all of the rights and obligations of Developer under this Agreement.

Section 4.2. Monitoring. The City shall have the right, but not the obligation, to monitor and enforce the covenants contained in this Agreement. The Developer shall comply with any monitoring program set up by the City to enforce this Agreement. The Developer shall reimburse the City for all third-party costs incurred by the City pursuant to such monitoring program.

Section 4.3. Release of Property from Agreement.
(a) Prior to the expiration of the Density Bonus Term, Developer shall provide all notifications required by Government Code Sections 65863.10 and 65863.11 or successor provisions or any other notification required by any state, federal, or local law. 12 Picerne Density Bonus May 2, 2024
(b) Upon the expiration of the Density Bonus Term, the City shall execute and record a release of the Project, the Property, and each Unit in the Project from the burdens of this Agreement within thirty (30) days following written notice from Developer, if at the time Developer is in compliance with all terms of this Agreement.

Section 4.4. Default. In the event of any material default, breach, or violation of the terms of this Agreement (a “Default”), the Party alleging a Default shall deliver a written notice (“Notice of Default”) to the defaulting Party. The Notice of Default shall specify the nature of the Default and a reasonable manner and sufficient period of in which the default must be cured the ("Cure Period"). During the Cure Period, the Party charged shall not be considered in Default for the purposes of termination of this Agreement or institution of legal proceedings. If the alleged Default is cured within the Cure Period, then the Default thereafter shall be deemed not to exist. If a Default cannot be cured during the Cure Period with the exercise of commercially reasonable diligence, the defaulting Party must promptly commence to cure as quickly as possible, and in no event later than thirty (30) calendar days after it receives the Notice of Default, and thereafter diligently pursue said cure to completion. If Developer fails to cure or diligently pursue a cure during the Cure Period, City may exercise any and all remedies available to it under the Density Bonus Law, or otherwise, including but not limited to:
(a) withholding, conditioning, suspending or revoking any permit, license, or other entitlement for the Project, including without limitation final inspections for occupancy and/or certificates of occupancy;
(b) instituting against Developer, or other parties, a civil action for declaratory relief, injunction or any other equitable relief, or relief at law, including without limitation an action to rescind a transaction and/or to require repayment of any funds received in connection with such a violation;
(c) any other means authorized under the City of Gardena Municipal Code, Density Bonus Law, or any other federal or state statute; and (d) entry upon the Property and to perform all acts and work necessary to protect, maintain, and preserve the improvements and landscaped areas on the Property, and to attach a lien on the Property, or to assess the Property, in the amount of the expenditures arising from such acts and work of protection, maintenance, and preservation by the City and/or costs of such cure, which amount Developer shall promptly pay to the City upon demand.

Neither Party shall be deemed to be in Default where failure or delay in performance of any of its obligations under this Agreement is caused, through no fault of the Party whose performance is prevented or delayed, by floods, earthquakes, other acts of God, fires, wars, riots or similar hostilities, strikes, labor stoppages or slowdowns or other industrial disturbances, or court actions (a “Force Majeure Event”).

Section 4.5. Remedies Cumulative. No right, power, or remedy given to the City by the terms of this Agreement or Density Bonus Law is intended to be exclusive of any other right, power, or remedy; and each and every such right, power, or remedy shall be cumulative and in addition to every other right, power, or remedy given to the City by the terms of this Agreement, 13 Picerne Density Bonus May 2, 2024
Density Bonus Law, or by any statute or ordinance or otherwise against Developer and any other person. Neither the failure nor any delay on the part of the City to exercise any such rights and remedies shall operate as a waiver thereof, nor shall any single or partial exercise by the City of any such right or remedy preclude any other or further exercise of such right or remedy, or any other right or remedy. City is not required to comply with any provision of state or local law relating to exercising its remedies.

ARTICLE 5.

GENERAL PROVISIONS
Section 5.1. Appointment of Other Agencies. At its sole discretion, the City may designate, appoint or contract with any other public agency, for-profit or non-profit organization to perform some or all of the City's obligations under this Agreement.

Section 5.2. Records. Developer shall retain all records related to compliance with obligations under this Agreement for a period not less than five (5) years from the date of origination of such records, and make them available to City employees or others designated by the City for inspection and copying on five (5) business days' written notice. The City shall be entitled to monitor compliance with this Agreement and Density Bonus Law, and Developer shall cooperate with City monitoring, including obtaining Tenant Rent and Household Income verification upon request of the City.

Section 5.3. Fair Housing Covenants. Developer covenants that it will comply with all applicable state and federal fair housing laws in the marketing and rental of the Affordable Units.

Developer agrees to accept as tenants, on the same basis as all other prospective tenants, persons who are recipients of federal certificates or vouchers for rent subsidies under the Section 8 program or any successor program. The total amount of rent that may be charged and received by the Developer for an Affordable Unit is limited to the Affordable Rent.

Section 5.4. Hold Harmless. Developer will indemnify and hold harmless City and its elected officials, officers, employees and agents in their official capacity (hereinafter collectively referred to as "Indemnitees"), and any of them, from and against all loss, all risk of loss and all damage (including expense) sustained or incurred because of or by reason of any and all claims, demands, suits, actions, judgments and executions for damages of any and every kind and by whomever and whenever made or obtained, allegedly caused by, arising out of or relating in any manner to the Project, the Affordable Unit, or Developer's performance or non-performance under this Agreement, and shall protect and defend Indemnitees, and any of them with respect thereto, except to the extent arising from the gross negligence or willful misconduct of the Indemnitees.

The provisions of this Section shall survive expiration or other termination of this Agreement or any release of part or all of the Property from the burdens of this Agreement, and the provisions of this Section shall remain in full force and effect.

Section 5.5. Notices. All notices required pursuant to this Agreement shall be in writing and may be given by personal delivery or by registered or certified mail, return receipt requested, to the Party to receive such notice at the addressed set forth below:
14 Picerne Density Bonus May 2, 2024
TO THE CITY:

City of Gardena
1700 West 162nd Street,
Gardena, CA 90247
Attention: Community Development Director
TO DEVELOPER:
[Developer Name]
Any Party may change the address to which notices are to be sent by notifying the other Parties of the new address, in the manner set forth above.

Section 5.6. Integrated Agreement. This Agreement constitutes the entire Agreement between the Parties and no modification hereof shall be binding unless reduced to writing and signed by the Parties hereto.

Section 5.7. Each Party's Role in Drafting the Agreement. Each Party to this Agreement has had an opportunity to review the Agreement, confer with legal counsel regarding the meaning of the Agreement, and negotiate revisions to the Agreement. Accordingly, neither Party shall rely upon Civil Code Section 1654 in order to interpret any uncertainty in the meaning of the Agreement.

Section 5.8. Amendment of Agreement; Approvals and Consents. (a) Amendments to this Agreement, including any proposal to change any condition of the Project Approvals, shall be subject to the review and approval of the decisionmaking body which approved the Project. No amendment may be approved that is inconsistent with State law, the Gardena Municipal Code, or any adopted affordable housing guidelines. Upon approval, a new Agreement or amendments to this Agreement, as appropriate, shall be executed and recorded.
(b) The Mayor is authorized to execute this Agreement and has authorized the Director to deliver such approvals or consents as are required by this Agreement. Any consents or approvals required under this Agreement shall not be unreasonably withheld or made, unless it is specifically provided that a sole discretion standard applies.

Section 5.9. No Third Party Beneficiaries or Claims. Nothing contained in this Agreement shall convey any rights upon any person or entity which is not a party or a successor or permitted assignee of a party to this Agreement, including but not limited to any person that Developer may have employed or with whom Developer may have contracted relative to the purchase of materials, supplies or equipment, or the furnishing or the performance of any work or 15 Picerne Density Bonus May 2, 2024
services with respect to the Property or the construction of the Project or construction of the Affordable Units.

Section 5.10. Applicable Law. This Agreement shall be governed by California law.

Venue shall be the County of Los Angeles.

Section 5.11. Waivers. Any waiver by the City of any obligation or condition in this Agreement must be in writing. No waiver will be implied from any delay or failure by the City to take action on any breach or default of Developer or to pursue any remedy allowed under this Agreement or applicable law. Any extension of time granted to Developer to perform any obligation under this Agreement shall not operate as a waiver or release from any of its obligations under this Agreement. Consent by the City to any act or omission by Developer shall not be construed to be a consent to any other or subsequent act or omission or to waive the requirement for the City's written consent to future waivers.

Section 5.12. Title of Parts and Sections. Any titles of the sections, subsections, or subparagraphs of this Agreement are inserted for convenience of reference only and shall be disregarded in interpreting any part of the Agreement's provisions.

Section 5.13. Multiple Originals; Counterpart. This Agreement may be executed in multiple originals, each of which is deemed to be an original, and may be signed in counterparts.

Section 5.14. Recording of Agreement. Prior to the issuance of a certificate of occupancy, but no sooner than issuance of building permits for the Project, this Agreement shall be recorded against the Property in the Official Records of the County of Los Angeles Recorder’s Office.

Section 5.15. Severability. In the event any limitation, condition, restriction, covenant, or provision contained in this Agreement is to be held invalid, void or unenforceable by any court of competent jurisdiction, the remaining portions of this Agreement shall nevertheless be and remain in full force and effect.
[Signatures on following page.]
S-1
Signature page
Density Bonus Agreement
2212\02\3473851.1
IN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be executed as of the day and year first above written.

DEVELOPER:
[Developer Name, and Company Type]
By: __________________________
Name: ________________________
Its: ___________________________

APPROVED AS TO FORM
By: ___________________________
Carmen Vasquez, City Attorney
CITY:

CITY OF GARDENA, a municipal corporation
By:___________________________________
Tasha Cerda, Mayor
2212\02\3473851.1

STATE OF CALIFORNIA )
)
COUNTY OF __________________ )
On ____________________, before me, ___________________________, Notary Public, personally appeared ______________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify UNDER PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.
______________________________________
Name: ______________________________
Notary Public
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. 2212\02\3473851.1

I certify UNDER PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

A-1
2212\02\3473851.1

EXHIBIT A

LEGAL DESCRIPTION OF THE PROPERTY
2212\02\3473851.1

EXHIBIT B

INCOME VERIFICATION FORM
[To be inserted]
2212\02\3473851.1

EXHIBIT C

FLOOR PLAN
[To be inserted]
City of Gardena
Gardena City Council Meeting

AGENDA REPORT SUMMARY
Agenda Item No. 13.B
Section: DEPARTMENTAL

ITEMS - COMMUNITY

DEVELOPMENT
Meeting Date: May 28, 2024
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE: PUBLIC HEARING: Consideration of the Proposed 50th Year CDBG Annual Action Plan for FY 2024-2025
COUNCIL ACTION REQUIRED:

Staff Recommendation: Open the public hearing, receive testimony from the public, allow three (3) minutes for each speaker, and close the public hearing.

Staff Recommendation for Motion: Approve the Annual Action Plan for FY 2024-2025, as presented or as may be amended by Council action.

RECOMMENDATION AND STAFF SUMMARY:

On May 7, 2024, HUD released the final 2024-2025 CDBG Annual Allocations, allocating a total of $616,463 to the City. The 2024-2025 Action Plan proposes to allocate the $616,463 of new CDBG funds and approximately $756,115 of available prior years CDBG funds for a grand total of $1,372,578.

The Action Plan identifies the following CDBG activities and allocations to be implemented during FY2024-2025:

CDBG Administration $103,292
Fair Housing Services $20,000
Youth and Family Services $92,469
Residential Rehabilitation Program $1,156,817
Total $1,372,578
Staff respectfully recommends that at the conclusion of the Public Hearing the City Council approve the Action Plan for FY 2024-2025 as presented or as may be amended by Council action as a result of this Public Hearing. Should the City Council elect to provide staff with alternative direction, a substantial amendment will be prepared and presented for City Council’s approval.

FINANCIAL IMPACT/COST:

CDBG Budget FY 2024-2025
CDBG Administration $103,292
Fair Housing Services $20,000
Youth and Family Services $92,469
Residential Rehabilitation Program $1,156,817
Total $1,372,578
ATTACHMENTS:

Staff Report - CDBG 2024-25 Annual Action Plan.pdf
2024-2025 Draft Action Plan.pdf
Proof Publication.pdf
APPROVED:
___________________________________
Clint Osorio, City Manager
City of Gardena
City Council Meeting
Agenda Item No.: 13B
Department: Community Development
Meeting Date: May 28, 2024
CDBG 50th Action Plan

AGENDA STAFF REPORT
AGENDA TITLE: PUBLIC HEARING FOR THE PROPOSED 50TH YEAR COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROGRAM – ONE YEAR
ACTION PLAN FOR USE OF FUNDS FOR FISCAL YEAR 2024-2025
RECOMMENDATION:

Staff respectfully recommends that City Council:
1) Conduct a public hearing and receive testimony;
2) Approve the 50th Year Community Development Block Grant Program (CDBG) for Fiscal Year 2024-2025; and
3) Authorize the City Manager to execute and submit all required certifications and related documents and agreements to implement the One-Year Action Plan (FY 2024-2025) in compliance with U.S. Department of Housing and Urban Development (HUD) regulations.to
BACKGROUND:

On August 10, 2021, the City submitted its Consolidated Plan for the period covering July 1, 2021 through June 30, 2026. The Consolidated Plan provides the U.S. Department of Housing and Urban Development (HUD) with a comprehensive assessment of the City’s housing and community development needs and outlines the City’s priorities, objectives and strategies for the investment of CDBG funds to address these needs over the five-year period. The objectives were determined through an analysis of the City’s needs and resources.

While the Consolidated Plan establishes objectives and strategies, the Annual Action Plan (FY 2024-2025) identifies the specific activities that will use CDBG funds to achieve certain outcomes related to the established objectives. The Action Plan covers activities to be implemented during the period starting July 1, 2024 and ending June 30, 2025.

DISCUSSION:

At the time the draft 2024-2025 Annual Action Plan was prepared, and the public review and comment period began, HUD had not yet released the 2024-2025 Annual Allocations. HUD advised the City to prepare its draft document utilizing the current year annual allocation and include language detailing the methodology by which the City will reallocate funds should the 2024-2025 annual allocation increase or decrease. For the 2024-2025 program year, the City

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Gardena City CouncilMay 28, 2024

Gardena City Council
May 28, 2024