Laguna Niguel City Council
December 11, 2025

City of Laguna Niguel
Paseo Del Niguel
B/ Paseo Del Valle - Golf Course Access
24 Hour Directional Classification Count

LNL001
Site Code: 051-241007

Counts Unimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Northbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 11/13/24 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
06:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
07:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
08:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
09:00 0 8 0 0 0 0 0 0 0 0 0 0 0 8
10:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
11:00 0 7 0 0 1 0 0 0 0 0 0 0 0 8
12 PM 0 4 0 0 1 0 0 0 0 0 0 0 0 5
13:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
14:00 0 6 0 0 1 0 0 0 0 0 0 0 0 7
15:00 0 19 0 0 0 0 0 0 0 0 0 0 0 19
16:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
17:00 0 3 0 0 0 0 0 0 0 0 0 0 0 3
18:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
19:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
20:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
21:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
23:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 67 0 0 3 0 0 0 0 0 0 0 0 70
Percent 0.0% 95.7% 0.0% 0.0% 4.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 11:00 09:00
Vol. 8 1 8
PM Peak 15:00 12:00 15:00
Vol. 19 1 19

Grand
Total 0 67 0 0 3 0 0 0 0 0 0 0 0 70
Percent 0.0% 95.7% 0.0% 0.0% 4.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

City of Laguna Niguel
Paseo Del Niguel
B/ Paseo Del Valle - Golf Course Access
24 Hour Directional Classification Count

LNL001
Site Code: 051-241007

Counts Unimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Southbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 11/13/24 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
06:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
07:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
08:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
09:00 0 8 0 0 0 0 0 0 0 0 0 0 0 8
10:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
11:00 0 7 0 0 1 0 0 0 0 0 0 0 0 8
12 PM 0 4 0 0 1 0 0 0 0 0 0 0 0 5
13:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
14:00 0 6 0 0 1 0 0 0 0 0 0 0 0 7
15:00 0 19 0 0 0 0 0 0 0 0 0 0 0 19
16:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
17:00 0 3 0 0 0 0 0 0 0 0 0 0 0 3
18:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
19:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
20:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
21:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
23:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 67 0 0 3 0 0 0 0 0 0 0 0 70
Percent 0.0% 95.7% 0.0% 0.0% 4.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 11:00 09:00
Vol. 8 1 8
PM Peak 15:00 12:00 15:00
Vol. 19 1 19

Grand
Total 0 67 0 0 3 0 0 0 0 0 0 0 0 70
Percent 0.0% 95.7% 0.0% 0.0% 4.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

City of Laguna Niguel
Paseo Del Niguel
B/ Paseo Del Valle - Golf Course Access
24 Hour Directional Classification Count

LNL001
Site Code: 051-241007

Counts Unimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Northbound, Southbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 11/13/24 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
06:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
07:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
08:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
09:00 0 16 0 0 0 0 0 0 0 0 0 0 0 16
10:00 0 10 0 0 0 0 0 0 0 0 0 0 0 10
11:00 0 14 0 0 2 0 0 0 0 0 0 0 0 16
12 PM 0 8 0 0 2 0 0 0 0 0 0 0 0 10
13:00 0 8 0 0 0 0 0 0 0 0 0 0 0 8
14:00 0 12 0 0 2 0 0 0 0 0 0 0 0 14
15:00 0 38 0 0 0 0 0 0 0 0 0 0 0 38
16:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
17:00 0 6 0 0 0 0 0 0 0 0 0 0 0 6
18:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
19:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
20:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
21:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
23:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
Total 0 134 0 0 6 0 0 0 0 0 0 0 0 140
Percent 0.0% 95.7% 0.0% 0.0% 4.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 11:00 09:00
Vol. 16 2 16
PM Peak 15:00 12:00 15:00
Vol. 38 2 38

Grand
Total 0 134 0 0 6 0 0 0 0 0 0 0 0 140
Percent 0.0% 95.7% 0.0% 0.0% 4.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

16262-03 TA Memo 13 Turf Care Maintenance Facility
APPENDIX 3:

CONSTRUCTION STAGING AREAS

Source: Urban Crossroads, 2025
Figure 3: Construction Access and Staging Area
LEGEND:
~ Construction Activity m Parking -=- Const ruction Acces s !§fill Staging Area

Attachment E
Public Comments (Received through 10/8/25)
Outlook
El Niguel Country Club: Maintenance Yard Project
From Al Thel <[email protected]>
Date Tue 10/7/2025 11:18 AM
To Daniel Kesicbasian <[email protected]> 1 attachment (610 KB)
L-City of Laguna Niguel-2025-10-14.pdf;
Mr. Kesicbasian,
Please see my letter in favor of the El Niguel Country Club maintenance yard improvement project. I have been a member of the Club since 1988 and have lived on Paseo del Campo for over 30 years. I worked with the Club in the early 1990s on access to the yard, testifying at the then Laguna Niguel City Hill among other things. This project is most necessary, and benefi cial to all.

Al Thel
949.495.2030
®
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Outlook
El Niguel Country Club Turfcare/Maintenance Facility Upgrade From brian parker <[email protected]>
Date Tue 10/7/2025 9:36 AM
To Daniel Kesicbasian <[email protected]> EMAIL to the City Staff (Mr. Dan Kesicbasian)
Dear Mr. Kesicbasian,
I am writing to you on the matter currently before the City regarding the above. As a former El Niguel Country Club President (indeed we met during the 2020/2021 timeframe in the early days of the project), I have extensive knowledge of the above project (hereafter known as TCF) and its multitude of critical positive elements to the future of ENCC and the wider benefits to the environment and to our neighbors themselves. El Niguel Country Club (ENCC) has a historic relationship with the City of Laguna Niguel. ENCC was one of the very first planned and built projects in the very early 1960's by the original developer of what is now the City of Laguna Niguel. The current TCF building dates from that time with little to no upgrading for a variety of reasons. Today, the current TCF is disgracefully incapable of serving as an optimal working environment and just as limited to fulfill its critical role in the maintenance of ENCC.

While ENCC has taken years to study all aspects of the TCF project and vet the upgrade plan and has devoted very considerable resources in combination with the City approval process, I understand that concerns about the project have been raised.

Specifically;
Traffic Flow Concerns
- Per Traffic Study conducted by OC Sherrif and the City the traffic flow will be unchanged or decreased and speeding is an issue unique to the residents of the street in question. Loud music noises and irregular hours of ENCC employees were also addressed by the Traffic Study and Payroll Time Clock Audit.

Constant Deliveries to TCF - At 10 Fuel deliveries per year and weekly uniform delivery and occasional green waste pick-ups, this claim has been addressed as well.

The above aside, and to the earlier point of optimal working conditions and mission readiness, I submit to you that an upgraded TCF
will;
-Replace an outdated facility with a modern and environmentally sound structure complying with all current codes and regulations.
-Allow indoor equipment storage improving security and improved noise reduction. -Allow for increased fire safety capability for ENCC and its neighbors. -Allow for upgrading of TFC electrical capacity to support fleet electrification (reducing dependence on fuel deliveries and lowering noise levels).

These are just a few critical pieces of the TCF project benefit ENCC and our staff and our neighbors. The unique footprint of ENCC does not reasonably allow for an alternate site and the foresight of the early planners underscore the importance of maintaining the current location of an upgraded TCF. As Past President, current ENCC member, and multi-year Laguna Niguel resident since 1997, I urge City Staff and the City Council to give the ENCC TCF Upgrade Project the very highest consideration.

Very Respectfully and Sincerely,
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Brian Parker
ENCC President, 2021
1 Laguna Woods Drive
Laguna Niguel, CA 92677
Cel: 714.851.4526
cc: File
US Mail to Mr. D Kesicbasian, City of L.N.

Outlook
El Niguel Turf Care Facility proposal
From Charles Mcbrayer <[email protected]>
Date Tue 10/7/2025 11:16 AM
To Daniel Kesicbasian <[email protected]> Mr. Kesicbasian -

I understand you are the person to contact with input relating to the El Niguel County Club proposal to be discussed at the Planning Hearing on October 14. I am currently out of town and expect to be back by that date, but if not, I wanted to document my support for the project. I also wanted to identify some of the reasons that it is not only desirable, but imperative, to complete this project.

First, a little background that, although not directly related to the issue being discussed, may give some insight to how ENCC views its relations and obligations to the surrounding communities, and it informs my strong support for the project.

Several years ago I served two terms on the ENCC Board of directors, and was President of the Club in 2012. A topic of multiple Board discussions was the poor condition of the “service shed”. It was composed of the Club’s oldest buildings, it was in very poor condition, expensive equipment had to be left outside because of a lack of covered space, which in turn caused work to start inefficiently, as equipment that was needed early in the morning was often blocked by equipment that had to be stored outside the night before. In addition, there was no decent room in which to have meetings, and there was only one bathroom. This was the support we gave the most important department in the Club. That was absurd, and we knew it, and we talked about it. But we only talked.

El Niguel was a very different club 15 years ago. We were a nice club, with a very good golf couse layout, but we didn’t have a lot of money. Both entry fee to join and monthly dues were modest and the membership had no appetite for an assessment. The result was that we had an excellently designed, but marginally maintained golf course. I bought my house on #16 in 1998, and we loved looking out on the double fairways of #16 and #12. But it was disappointing that those fairways contained multiple types of grass that had different colors and grew at different rates. We lived in a house on a nice golf course that was associated with a slightly above average golf club.

Since that time, ENCC has been able to hire the course superintendent from Riviera Country Club, and he has made major changes in the way the course is maintained. It is in immeasurably better condition now than it was before, and that has been reflected in a dramatic increase in the entry fee. My property value now benefits from being on a top-tier golf course that hosts important golf tournaments, and associated with a premier Club which has a waiting list to join. All neighbors of ENCC are receiving that same benefit.

The course maintenance department, which is primarily responsible with these upgrades that have helped the entire community, still works out of the oldest, most decrepit buildings we have. The only upgrade we have made is calling it a “turf care facility” instead of a “service shed”. About two years ago, the membership recognized that this was an intolerable situation and voted overwhelmingly to approve a very large assessment to make major upgrades to the working environment of this critical department. We (apparently naively) didn’t foresee any complaints from non-club members living nearby, since upon completion, the facility would be more attractive, better landscaped, and result in more efficient - and thus improved - golf course maintenance, all of which would further enhance the property values of the surrounding homes.

I am not currently on the Board, so I don’t have all the details of the objections to this project are, but if what I have heard is correct - speeding vehicles driven by ENCC employees, employees working in the middle of the night, constant semi-trailer deliveries - those can be easily proven false.

In summary, ENCC has always tried to be a “good neighbor”, and this project is no exception. The end result will be a more attractive, more efficient, safer facility which meets all codes and regulations and fully supports electrification, which will mean quieter, more environmentally friendly equipment

Charles McBrayer
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23791 Fairgreens East
Laguna Niguel, CA 92677
949-338-1501

Sent from my iPad
Outlook
El Niguel Maintenance Facility
From [email protected] <[email protected]>
Date Mon 10/6/2025 2:09 PM
To Daniel Kesicbasian <[email protected]> Mr. Kesicbasian:

My name is Dave Marcel.  I am a proud member of El Niguel Country Club and a member of the Finance & Capital Planning Committees.  I have been involved in the analysis and planning of the proposed Maintenance Facility for the last 2 years.

The new proposed facility will:

Conform with all current building codes, especially fire and sprinklers.  Thus, improving fire safety for the El Niguel property and the surrounding neighborhoods.

Provide a safe working environment for the El Niguel Maintenance Staff.

Provide the ample electrical capability for the equipment today and be configured for growth as the fleet transitions from fossil fuel powered to battery powered.  This will result is reduced need for fossil fuels on-site.

Provide the space necessary to store all equipment inside in a secure environment thus, improving the overall appearance of the area.

El Niguel needs this facility.  The surrounding neighborhoods will benefit from this facility.  When complete the El Niguel Maintenance Facility will be a safe, secure environment configured to adapt to changing fleet technology, sustainability, and environmental requirements.

I strongly support the proposed facility.  Thank you for your consideration.

Dave Marcel
[email protected]
949-973-0817

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Outlook
support of El Niguel Maintenance facility
From RONALD GIM <[email protected]>
Date Tue 10/7/2025 9:45 AM
To Daniel Kesicbasian <[email protected]> Cc Wes Sutton <[email protected]>

I am writing to express strong support for the proposed construction of the new maintenance facility at El Niguel.

This project represents a thoughtful and necessary investment in both operational efficiency and community well- being.

The current facility is outdated and no longer meets modern safety or functional standards. Replacing it with a modern, safe, and environmentally responsible building will allow the organization to maintain its operations effectively while aligning with current sustainability goals.

By securely housing equipment indoors, the project will significantly improve the neighborhood’s aesthetic appearance and help reduce potential noise from maintenance activities. Additionally, the new facility will provide a safe, comfortable, and well-equipped workplace for our valued staff, ensuring they can continue their work with greater efficiency and morale.

Importantly, the building will comply with current fire code requirements and include a sprinkler system — an enhancement that not only protects our employees and assets but also strengthens fire safety for the surrounding community.

The upgraded electrical capacity is a forward-looking feature that will support future fleet electrification, further reducing fossil fuel use, minimizing noise, and decreasing the need for on-site fueling operations.

Overall, this project enhances safety, promotes environmental sustainability, and contributes to a cleaner, quieter, and safer neighborhood environment. It represents progress for both the Club and the community we share.

Sincerely,
Dr Ronald D Gim
Vice Chief of Staff, Saddleback Memorial
Laguna Niguel Resident since 2015

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Outlook
El Niguel -- Permit Request for Turf Care Facility overhaul From Jeffrey Reeves <[email protected]>
Date Wed 10/8/2025 1:15 PM
To Daniel Kesicbasian <[email protected]> Dear Mr. Kesicbasian,
As a past board member and president of El Niguel Country Club, a former resident of Paseo del Campo (my family lived at 24173 Paseo del Campo from 1997-2003), a member of the club since 1997, and someone who plays the course several times a week, I write to respectfully urge the city’s approval of El Niguel’s request to permit the club to renovate its Turf Care Facility.

I understand that some neighbors of the club, including residents who live on Paseo del Campo, have voiced some concerns about this project. While I am sure these complaints are put forward in good faith, it is my opinion that the objections lack merit. Specifically, I am aware of the following objections to the requested permit:

1. That ENCC maintenance employees speed through the neighborhood, drive recklessly, and play loud music.

Response: In my 28 years of frequenting the club, including 5+ years as a Paseo del Campo resident, I have never once witnessed any such conduct. In addition, I understand from current club staff that the City stationed sheriffs on Paseo streets, and the only speeding vehicles identified belonged to Paseo residents.

2. That employees arrive as early as 4 a.m. and leave as late as 11 p.m.

Response: I have never witnessed any examples of this at any time over the past 28 years. I am also informed that an independent traffic study was performed, and payroll time-clock records were audited, and that there was no evidence to support this claim.

3. That there are constant deliveries by fuel trucks and semi-trailers.

Response: Again, this is simply not true. The club receives roughly ten fuel deliveries per year, one weekly uniform delivery from Cintas, and occasional green waste pickups.

Not only are the neighbors’ objections meritless, but the virtues of the Turf Care Facility renovation project are undeniable. They include the following:

The current facility is ancient and unsafe. The renovation will create a modern, safe, and environmentally responsible structure.
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The results will be aesthetically pleasing. Unsightly heavy equipment would now be stored indoors.

The new building will meet current fire code requirements and include sprinklers, enhancing neighborhood fire safety.

The upgraded electrical capacity will support fleet electrification, reducing fossil fuel use, lowering noise, and minimizing on-site fueling.

Overall, the project improves safety, promotes sustainability, and enhances the shared environment for both the club and surrounding community.

I appreciate the service you provide to our city, and I thank you for your consideration of these points as the city deliberates on the pending permit request. If you have any questions at all regarding any of my foregoing comments, please feel free to reach out to me. My contact info is below. I’d be more than happy to help any way I can.

Best, Jeff

Jeffrey Reeves
Founding Partner
949-231-9975
[email protected]
www.reevesandweiss.com
3333 Michelson Dr., Suite 300
Irvine, CA 92612
This message may contain confidential and privileged information for the sole use of the intended recipient. Any review, disclosure, distribution by others or forwarding without express permission is strictly prohibited. If it has been sent to you in error, please reply to advise the sender of the error and then immediately delete this message.

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R IW

REEVES & WE ISS LLP
Outlook
Support for El Niguel Country Club Maintenance Facility Improvement Project From Jim Earley <[email protected]>
Date Wed 10/8/2025 3:15 PM
To Daniel Kesicbasian <[email protected]>

Dear Daniel,  Mayor Gennawey and Members of the City Council, As a long-time member of El Niguel Country Club and a proud resident of Laguna Niguel, I am writing to express my strong support for the Club’s proposed project to build a new maintenance facility on its property.

El Niguel Country Club has been a valued part of our community for more than sixty years, providing open green space, recreation, and a welcoming environment that enhances the character of Laguna Niguel. The current maintenance facility is outdated and no longer meets modern safety, efficiency, or environmental standards. The proposed new facility will address these concerns while blending seamlessly with the natural surroundings of the golf course and neighboring properties. It will also provide a much-needed, improved working environment for our great staff.

The project design prioritizes environmental responsibility, improved water management, and reduced visual and noise impact. These upgrades will help ensure the Club can continue to maintain its beautiful grounds in a safe, sustainable, and efficient manner — something that benefits not just members and our staff, but the Laguna Niguel community as well.

El Niguel has always demonstrated a commitment to stewardship, cooperation, and enhancement of our city’s natural beauty. El Niguel has worked closely with many State and local agencies including our Water Boards on conservation implementation and Fire Agencies in times of need.

I respectfully encourage the City Council to approve this important project so that the Club can continue its long tradition of being a positive and responsible community partner.

Thank you for your thoughtful consideration.

Sincerely,
Jim Earley

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Outlook
El Niguel Country Club turf facility
From Johnson King <[email protected]>
Date Mon 10/6/2025 6:43 PM
To Daniel Kesicbasian <[email protected]> Hi Daniel,

I hope this email finds you well.

I live on Paseo del Campo and I am writing to express my support for the El Niguel Country Club turf care facility.

The current facility is extremely outdated and has been in need of replacement for some time. The new facility will meet all the new building and fire code requirements as well as providing a safe and respectable place for our turf care team to work.

Additionally, the upgraded electricity infrastructure will allow for more electrified equipment that in turn will reduce our use of fossil fuels creating a much more sustainable El Niguel.

I sincerely hope that this project gets completed as it’s been a long time coming. I really appreciate your support and all that you and the team at the city do for the residents of Laguna Niguel. I can’t imagine a better place to live.

Please feel free to reach out to me if there is anything that I can clarify or be of assistance with.

Best,
Johnson King
818-438-5916

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Outlook
Letter of Support for El Niguel Turf Care Facility Renovation From Mike Adams <[email protected]>
Date Tue 10/7/2025 9:57 PM
To Daniel Kesicbasian <[email protected]> Cc Stephanie Adams <[email protected]>
Attn: City of Laguna Niguel Planning Department
Dear Mr. Kesicbasian,
We are writing to express support for El Niguel’s Turf Care Facility renovation project being considered at the Planning Commission hearing on October 14, 2025.

As Laguna Niguel residents, we believe this project represents a necessary upgrade for our community.

Our understanding is that the current facilities are among the oldest remaining structures in the entire city and are well past their useful life. Replacing them with a modern structure that meets today’s safety and environmental standards is long overdue.

We’re particularly supportive of several key improvements: the indoor equipment storage will reduce noise and improve the appearance of the neighborhood, the updated fire safety features including sprinklers will enhance protection for the surrounding area, and the electrical upgrades to support fleet electrification align with important sustainability goals for our region.

We feel the Club has worked diligently with City staff throughout this process and are grateful for the support of the current application from the City Planning staff. The project is a straightforward improvement that serves both the Club and the broader community we love well.

We respectfully urge the Planning Commission to approve this renovation project.

Thank you for your consideration.

Sincerely,
Michael & Stephanie Adams
23301 Vista Carillo
Laguna Niguel, CA 92677
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Outlook
False Allegations
From Atoussa Cameron <[email protected]>
Date Wed 10/8/2025 3:04 PM
To Daniel Kesicbasian <[email protected]> Dear Mr. Kesicbasian,

We have been proud residents of Laguna Niguel since 1987 and happily raised our children here. Today, our grandson is growing up in the same community and attending the very schools his mother once did.

We love Laguna Niguel and plan to remain here for the rest of our lives.

We are writing regarding the request for permits for the Turf Care Facility at El Niguel Country Club. Our family resides at
30452 Paseo Del Valle, directly on the golf course, and we find the allegations against this project to be both false and misleading.

Having lived in this home for over five years, we have had no negative experiences with El Niguel Country Club or its staff. The team at El Niguel has consistently demonstrated professionalism and respect—they are quiet, courteous, and operate within appropriate hours. There has never been an issue with noise, unsafe driving, or any form of disturbance. In fact, we feel fortunate to have such a well-managed and considerate neighbor (El Niguel) helping to maintain the beauty and safety of our community.

We respectfully urge you to approve the permits for the Turf Care Facility, which will allow El Niguel to continue its important maintenance work. Please feel free to contact us if you have any questions.

Thank you for your continued commitment to keeping Laguna Niguel a safe and beautiful place to live.

Warm regards,
Nicholas and Atoussa Kochek (949-338-1681)
30452 Paseo Del Valle
Laguna Niguel, CA
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Outlook
El Niguel - Turf Care Facility
From Nick Maroutsos <[email protected]>
Date Wed 10/8/2025 2:14 PM
To Daniel Kesicbasian <[email protected]> Dear Mr. Kesicbasian and Members of the Planning Staff, I am writing to express my strong support for El Niguel Country Club’s proposed Turf Care Facility renovation. As a member of the Laguna Niguel community, I have seen firsthand how much the Club contributes to the character, beauty, and unity of our city. In my opinion, El Niguel is more than a golf course. It has been a steady presence in our community, providing open space, supporting local jobs, and serving as a gathering place for generations of residents.

Over the past six decades, the Club has upheld Laguna Niguel’s Mission and Values by enhancing community life and helping maintain a safe, beautiful, and thriving environment. The proposed Turf Care Facility continues that tradition. Designed through thoughtful engagement and a commitment to innovation, the project embodies the same principles that guide the City itself yet also represents a responsible and forward-looking upgrade that benefits not just El Niguel, but the surrounding neighborhoods.

It replaces aging infrastructure with a modern and environmentally sound facility. It will be fully compliant with current codes, including fire sprinklers and upgraded electrical systems that enhance safety for staff and neighbors alike. By storing maintenance equipment securely indoors, the project will greatly improve the appearance of the area and reduce any potential off-hours noise, creating a more orderly and visually appealing environment for adjacent residents.

Equally important, the facility will provide a safe, comfortable, and professional workspace for the Club’s employees. Many of these individuals have served the Club and community for years, and it is appropriate that they have access to modern, code-compliant working conditions.

El Niguel has worked closely with City staff and legal counsel throughout this process to ensure the proposal reflects community feedback and aligns with the City’s long-term objectives. It is clear that the project has been developed with care, professionalism, and respect for all stakeholders. I respectfully urge the Planning Commission to approve this permit application and allow this important project to move forward.

Regards,
Nick Maroutsos
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Outlook
El Niguel Maintenance Facility
From Paul Moore <[email protected]>
Date Mon 10/6/2025 12:18 PM
To Daniel Kesicbasian <[email protected]> Dear Mr.  Kesicbasian,
Please approve the replacement of the 55 year old El Niguel maintenance facility. The improvements will create the following benefits:

The project replaces an outdated, aging facility with a modern, safe, and environmentally responsible structure.

Equipment will be securely stored indoors, improving neighborhood appearance and reducing potential noise.

The facility provides a safe, comfortable workplace for our valued staff.

The new building will meet current fire code requirements and include sprinklers, enhancing neighborhood fire safety.

Upgraded electrical capacity will support fleet electrification, reducing fossil fuel use, lowering noise, and minimizing on-site fueling.

Overall, the project improves safety, promotes sustainability, and enhances the shared environment for both the Club and surrounding community Thank you for your consideration,
Paul Moore
Sent from I Phone
Paul Moore
Managing Director, EVP
Alliant
714-323-3624
[email protected]
CA Lic # 0789264
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Outlook
El Niguel Country Club Turf Care Facility
From Ruthie Sheffield <[email protected]>
Date Mon 10/6/2025 6:15 PM
To Daniel Kesicbasian <[email protected]> My name is Ruthie Sheffield. I have been a member of El Niguel Country Club for 18 years, President of the club in 2022, and live on Paseo Del Campo, the 13th hole of the golf course.

I am writing to express my strong support for El Niguel Country Club's proposal to build a new Turf Care Facility.

This project represents a thoughtful and responsible investment in maintaining the beauty and environmental quality of our community's golf course, while ensuring that operations are conducted safely and efficiently.

I understand that there have been some concerns raised by my neighbors regarding traffic and deliveries. I walk our neighborhood streets daily and would like to clarify a few important facts:

1. The claim that El Niguel staff are speeding through the neighborhood is inaccurate. The local sheriff's department has verified that any incidents of speeding have involved residents of the neighborhood, not El Niguel employees. (The speeding I have witnessed in my neighborhood are my neighbors in their Teslas!)
El Niguel has always emphasized safety and
professionalism among its staff and these standards continue to be upheld.

2. There have been suggestions that the club has constant fuel truck deliveries. This is simply not true. Fuel deliveries occur only about 10 times a year which is minimal and poses no disruption or hazard to my neighborhood. I cannot recall the last time I saw a large truck driving through the Paseo streets heading toward El Niguel,
Equally important, the new Turf Care Facility will provide a safe, efficient and professional workspace for the club's maintenance team. These hardworking employees play a vital role in preserving the golf course and surrounding landscaping, yet their current facility is outdated and no longer meets modern safety or operational standards. The new building will allow staff to store and maintain expensive equipment properly, handle materials responsibly and carry out their duties in an environment that reflects the professionalism and care they bring to their work every day.

The design of the new Turf Care Facility reflects years of careful planning to ensure that operations remain discreet, safe and respectful of our surrounding properties. I urge the city to approve this project and allow El Niguel Country Club to move forward. It is an important step in preserving the quality of our community's longest standing asset.

Sincerely,
Ruthie Sheffield
24082 Paseo Del Campo
949-292-4778
•
From: Bill Shopoff <BShopoff@shopoff.com>
Sent: Monday, October 6, 2025 3:58 PM
To: Council <council@cityoflagunaniguel.org>
Subject: Support Letter – Turf Care Facility Project (SP96-37A01) Dear Council Members,
Please find attached a letter of support regarding the Turf Care Facility Project at El Niguel Country Club (Site Development Permit Amendment SP96-37A01).

Thank you for your time and consideration.

Best regards,
William Shopoff

Attachment E
Project Plans

T-1
MRP
N/A

SHEET INDEX
GEN. NOTES &

PROJECT DATA

GENERAL NOTES

VOV VINYL OVER VINYL
WATER CLOSETW.C.

O.F.O.I.

CARPET CPT.

TILE COUNCIL OF AMERICAT.C.A.

O.F.C.I.

ABBREVIATIONS
CONSTRUCTIONCONST.

CONTINUOUSCONT.

PERPENDICULAR
AND &
AT @

ANGLE L
NUMBER OR POUND#

DIAMETER

CENTERLINE
WEIGHT WT.

WAINSCOT WSCT.

WATERPROOFW.P.

WITHOUT W/O
WOOD WD.

WALL COVERINGWC.

WITH W/
WEST W.

VESTIBULE VEST.

VERTICAL VERT.

URINAL UR.

UNLESS OTHERWISE NOTEDU.O.N.

TYPICAL TYP.

MAXIMUM MAX.

TOP OF WALLT.W.

TELEVISION T.V.

TOILET PAPER DISPENSERT.P. DISP.

TOP OF PAVEMENTT.P.

THICK THK.

TONGUE AND GROOVET. & G.

SYMMETRICALSYM.

SUSPENDED SUSP.

STRUCTURALSTRUC.

STORAGE STOR.

STEEL STL.

STANDARD STD.

STATION STA.

STAINLESS STEELST. STL.

SQUARE SQ.

SPECIFICATIONSSPEC.

SANITARY NAPKIN RECEPTACLES.N. RECP.

SANITARY NAPKIN DISPENSERS.N. DISP.

SIMILAR SIM.

SHOWER SHR.

SHELF OR SHEETSH.

SECTION SECT.

SOAP DISPENSERS. DISP.

SCHEDULE SCHD.

SEAT COVER DISPENSERS.C. DISP.

SOLID CORE S.C.

SOUTH S.

ROUGH OPENINGR.O.

ROOM RM.

REQUIRED REQ.

REINFORCEDREINF.

REFRIGERATORREFR.

REFERENCE REF.

QUARRY TILEQ.T.

PAPER TOWEL DISPENSERP.T. DISP.

PAINT PT.

PAIR PR.

PLYWOOD PLWD.

PLASTER PLAS.

PLASTIC LAMINATEP. LAM.

PLATE PL.

PRE-CAST P.C.

OPPOSITE OPP.

OPENING OPEN.

OUTSIDE DIAMETERO.D.

ON CENTER O.C.

OVERALL O.A.

NOT TO SCALEN.T.S.

NUMBER NO. / #
NOT IN CONTRACTN.I.C.

NORTH N.

MOUNTED MTD.

MASONRY OPENINGM.O.

MISCELLANEOUSMISC.

MINIMUM MIN.

MANUFACTURERMFG.

METAL MET.

MECHANICAL MECH.

MEDICINE CABINETM.C.

TELEPHONE

TOP OF CURB
TEL.

T.C.

ROOF DRAIN R.D.

RADIUS

RECEPTACLE
RAD.

RECP.

LAVATORY

LAMINATE
LAV.

LAM.

JOINT JT.

INTERIOR INT.

INSULATION INSUL.

INSIDE DIAMETERI.D.

HEIGHT HGT.

HORIZONTAL HORIZ.

HOLLOW STEELH.S.

HARDWARE HDW.

HOLLOW COREH.C.

HOSE BIBB H.B.

GYPSUM GYP.

GRADE GR.

GRAB BAR G.B.

GALVANIZED GALV.

GAUGE GA.

FURRING FURR.

FOOTING FTG.

FOOT OR FEETFT.

FULL SIZE F.S.

FACE OF STUDF.O.S.

FACE OF FINISHF.O.F.

FACE OF CONCRETEF.O.C.

FACE OF BLOCKF.O.B.

FLUORESCENTFLOUR.

FLASHING FLASH.

FLOOR FL.

FIRE HOSE CABINETF.H.C.

FIRE EXTINGUISHER CABINETF.E.C.

FINISH FIN.

FIRE EXTINGUISHERF.E.

FOUNDATIONFOUN.

FLOOR DRAIN

FIRE ALARM
F.D.

F.A.

EXTERIOR EXT.

EXPANSION EXP.

EXPOSED EXPO.

EXISTING EXIST.

ELECTRIC WATER COOLERE.W.C.

EQUIPMENT EQUIP.

EQUAL EQ.

ENCLOSURE ENCL.

EMERGENCY EMERG.

ELEVATOR ELEV.

ELECTRICAL ELEC.

ELEVATION ELE.

EXPANSION JOINTE.J.

EACH EA.

EAST E.

DRAWING DWG.

DRY STANDPIPED.S.P.

DOWNSPOUTD.S.

DRAWER DRW.

DOWN DN.

DISPENSER DISP.

DIMENSION DIM.

DIAMETER DIA.

DETAIL DET.

DRINKING FOUNTAIND.F.

DEPARTMENT
DOUBLE
DEPT.

DBL.

CERAMIC TILEC.T.

COUNTERSUNKCTSK.

CORRIDOR CORR.

CONNECTIONCON.

CONCRETE CONC.

COLUMN COL.

CLEAR CLR.

CLOSET CLS.

CEILING CLG.

CONTRACTOR FURNISHEDC.F.C.I.

CERAMIC CER.

CEMENT CEM.

CORNER BEADC.B.

CABINET CAB.

BOTTOM BOT.

BEAM BM.

BLOCKING BLKG.

BLOCK BLK.

BUILDING BLDG.

BOARD BD.

ASPHALT ASPH.

ARCHITECTURALARCH.

APPROXIMATEAPPROX.

ALUMINUM ALUM.

ADJUSTABLE ADJ.

AREA DRAIN

ACOUSTICAL
A.D.

ACOUS.

A.D.A.

CAST IRON C.I.

CONTRACTOR INSTALLED

REFERENCE SYMBOLS LEGEND

EXISTING (E)

NEW (N)
FF&EFurniture, Fixtures, and Equipment

OWNER FURNISHED CONTRACTOR INSTALLED

OWNER FURNISHED OWNER INSTALLED

AMERICANS WITH DISABILITIES ACT

SHEET INDEX

VICINITY MAP PROJECT TEAM
NORTH

VERIFY IN FIELDVIF

PRE-BID

1. DO NOT SCALE FROM DRAWINGS. DISCREPANCIES WITH DIMENSIONS, WHETHER INDICATED OR INFERRED, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION.

2. ALL BIDDERS & THEIR SUB-CONTRACTORS, IF ANY, SHALL 1) THOROUGHLY REVIEW AND UNDERSTAND THESE CONSTRUCTION DOCUMENTS, IN FULL, 2) FIELD REVIEW THE EXISTING CONDITIONS AT THE PROJECT WORK SITE PRIOR TO BID SUBMITTAL AND 3) REVIEW HOW THE

CONSTRUCTION PLANS ARE TO BE IMPOSED UPON EXISTING CONDITIONS TO SUCCESSFULLY EXECUTE THE INTENDED DESIGN. WHERE DISCREPANCIES, OMISSIONS OR CONTRADICTIONS

OCCUR BETWEEN THESE DOCUMENTS AND THE EXISTING CONDITIONS, THE GC IS REQUIRED TO

SUBMIT AN RFI FOR CLARIFICATION TO THE ARCHITECT FOR CLARIFICATION PRIOR TO BID SUBMITTAL.

OWNER SHALL BEAR NO ADDITIONAL COSTS FOR OBSERVABLE CONDITIONS THAT

DIFFER FROM BID DOCUMENTS WHEREBY CONTRACTOR COULD REASONABLY INFER THE INTENDED SCOPE PRIOR TO BID SUBMITTAL.

3. BID AWARD WILL BE PROVIDED ONLY WITH THE UNDERSTANDING AND AGREEMENT THAT THE

CONTRACTOR HAS PERFORMED AND AGREES TO THE ABOVE DESCRIBED AND IF ANY

QUALIFICATIONS MUST BE INCLUDED WITH THE BID, IT CAN ONLY BE PROVIDED VIA A "QUALIFICATION LIST" ON THE BID FORM. QUALIFICATIONS PROVIDED IN ANY OTHER FORM WILL NOT BE CONSIDERED.

4. SHOULD DISCREPANCIES OCCUR BETWEEN INFORMATION SHOWN ON CONSTRUCTION DOCUMENTS & BID FORM AFTER BID SUBMITTAL AND AWARD, THE OWNER AND THE CONTRACTOR MUST REVIEW

AND AGREE ON WHETHER THE REQUIRED WORK WILL REQUIRE A CHANGE ORDER TO CONTINUE WITH WORK PRIOR TO THE EXECUTION OF THE WORK.

OWNER SHALL BEAR NO ADDITIONAL COSTS

FOR OBSERVABLE CONDITIONS THAT DIFFER FROM BID DOCUMENTS WHEREBY CONTRACTOR COULD REASONABLY INFER THE INTENDED SCOPE PRIOR TO BID SUBMITTAL.

5. WHEN AS-BUILT DRAWINGS ARE INCLUDED WITHIN THE SET OF CONSTRUCTION PLANS, THE AS-BUILT DRAWINGS SHALL NOT BE DEEMED COMPLETELY ACCURATE. CONTRACTOR REMAINS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS.

6. ALL FIELD IDENTIFIED PLAN/FIELD DISCREPANCIES/CONFLICTS/ERRORS/PLAN OMISSIONS SHALL PROMPTLY, IN WRITING, BE FILED WITH THE OWNER BEFORE PROCEEDING WITH THE WORK. OWNER

WILL BEAR NO ADDITIONAL COSTS FOR CONTRACTOR'S FAILURE TO PROVIDE THIS DOCUMENTATION PRIOR TO EXECUTION OF THE REFERENCED WORK.

7. ADDITIONAL WORK PERFORMED WITHOUT THE OWNER'S WRITTEN APPROVAL SHALL BE AT THE CONTRACTOR'S EXPENSE.

8. ALL MATERIALS & EXECUTION OF THE WORK SHALL BE ACCORDANCE W/ FEDERAL, STATE & LOCAL LAWS, RULES & REGULATIONS. ALL WORK SHALL CONFORM TO ALL CURRENT AND APPLICABLE BUILDING CODES, LATEST GOVERNING REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE, 2016 CALIFORNIA PLUMBING CODE, 2016 CALIFORNIA MECHANICAL CODE, 2016 CALIFORNIA ELECTRIC CODE, 2016 CALIFORNIA ENERGY CODE, 2016 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE W/ STATE & LOCAL REQUIREMENTS, OSHA AND ALL OTHER APPLICABLE CODE REQUIREMENTS.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE TO THE 2010 AMERICANS WITH DISABILITIES ACT.

POST BID

1. PRIOR TO CONSTRUCTION COMMENCEMENT, THE CONTRACTOR SHALL FURNISH TO THE OWNER,

VIDEO OR PHOTOGRAPHIC DOCUMENTATION OF EXISTING CONDITIONS AND SURFACES OF ALL WORK AREAS TO INDICATE THERE EXISTING DAMAGED FINISHES OCCUR. THEDOCUMENTATION MUST BE DELIVERED ONE WEEK PRIOR TO COMMENCEMENT OF CONSTRUCTION START DATE. NOT

DELIVERING THIS INFO MAY IMPACT PROJECT SCHEDULE, POSSIBLY REQUIRING CONTRACTOR TO

WORK OVERTIME/WEEKENDS AT HIS EXPENSE TO MEET THE SCHEDULED CONSTRUCTION COMPLETION DATE.

2. CONTRACTOR SHALL FIELD VERIFY AND DELIVER ALL WALLCOVERING QUANTITIES TO OWNER UPON AWARD OF CONTRACT. THESE QTYS. SHALL INCLUDE AN ADDITIONAL 5% ATTIC STOCK AND 5% OVERAGE.

3. DURING CONSTRUCTION, CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING ALL DRAWINGS

TO LOCAL CITY BUILDING DEPARTMENT, IF INSPECTOR DEEMS NECESSARY, FOR PLAN CHECK AND PERMIT APPROVAL. ALL RELATED & ASSOCIATED FEES (INCL. ALL TRADE PERMITS) WILL BE PAID BY THE CONTRACTOR AND A PART OF THEIR BASE BID. CONTRACTOR SHALL OBTAIN ALL APPROVALS ANDPULLREQUIRED PERMITS PRIOR TO CONTRACTED CONSTRUCTION START DATE.

4. FIRE SPRINKLER RETROFIT WORK SHALL BE PERFORMED ON A DESIGN BUILD BASIS BY CONTRACTOR. CONTRACTOR TO SUBMIT DESIGN-BUILD DRAWINGS FOR PERMIT TO BUILDING AND

FIRE DEPARTMENTS AS PART OF SCOPE OF WORK, INCLUDING FIRE SPRINKLER INSPECTIONS AS NEEDED DURING INSTALLATION. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO SUBMITTING TO FIRE DEPARTMENT.

5. CONTRACTOR SHALL PROVIDE SAMPLES & MOCK-UPS AS REQUIRED TO ENSURE NEW FINISHES MATCH EXISTING OR MEET QUALITY & CHARACTERISTICS SPECIFIED. GYPSUM BOARD AND PLASTER INSTALLATIONS SHALL CONFORM TO 2010 CBC CHAPTERS 7 AND 25. PROVIDE MINIMUM OF TWO 12" X 18" SIZE CONTROL SAMPLES OF ALL PAINT/STAIN/FINISHES, ETC ON ACTUAL SUBSTRATE (I.E. GYP.

DB, WOOD, METAL, ETC.) SUBMIT SAMPLES TO ARCHITECT. SAMPLES SHALL BE USED FOR QUALITY CONTROL AND APPROVAL PURPOSED. (SAMPLES SHALL NOT BE PART OF THE WORK).

6. ALL CONTRACTOR-FURNISHED OR SUPPLIED ITEMS SHALL BE SUBMITTED TO ARCHITECT IN TRIPLICATE FOR REVIEW. PROVIDE MANUFACTURER'S TECHNICAL AND TESTING DATE AND MATERIALS, DATA SHEETS AS APPLICABLE. ARCHITECT MAY SEND SUBMITTALS TO OWNER FOR APPROVAL. ALL SUBMITTALS SHALL BE STAMPED BY GENERAL CONTRACTOR FOR COMPLIANCE WITH DRAWINGS AND DELIVERED TO ARCHITECT IN A SINGLE DELIVERY. SUBMITTALS SHALL BE

DELIVERED TO ARCHITECT NO LATER THAN TWO WEEKS PRIOR TO CONTRACTED CONSTRUCTION START DATE.

POST CONSTRUCTION START

1. CONTRACTOR SHALL GUARANTEE ALL WORK, LABOR AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER.

2. A COPY OF ALL REQUIRED PERMITS SHALL BE PRESENT AT WORK SITE FOR THE DURATION OF THE JOB.

3. WALK JOB SITE W/ PROJECT MANAGER PRIOR TO COMMENCING DEMOLITION TO REVIEW FIELD CONDITIONS & COORDINATE SCHEDULING, SECURITY & CONTAINER PLACEMENT.

4. ANY FIELD CONDITIONS/MODIFICATION/REVISIONS TO DESIGN/DESIGN INTENT BY OTHERS SHALL BE

IMMEDIATELY BROUGHT TO THE ATTENTION, IN WRITING & BY TELEPHONE, TO THE OWNER'S PROJECT MANAGER.

5. GC TO CONFORM TO GENERAL CONDITIONS OR AIA DOCUMENT A-201, LATEST ADDITION & TO ANY SUPPLEMENTAL CONDITIONS REQUIRED BY OWNER.

6. PLANS ARE TO BE CONSTRUCTED BASED ON PROVIDED DIMENSIONS ONLY.

7. CONTRACTOR(S) IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF ALL ELEMENTS SHOWN ON THESE PLANS.

8. CONTRACTOR SHALL PROVIDE, AS PART OF THEIR BASE BID, THE NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS, ETC. INTENDED FOR THE PROTECTION AND SAFETY OF THE PUBLIC THROUGHOUT THE PERIOD OF CONSTRUCTION. AT A MINIMUM, CONTRACTOR SHALL PROVIDE & MAINTAIN A 48" HIGH CONSTRUCTION SEPARATION LOCATED AT THE LIMITS OF WORK.

9. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LINES LOCATIONS PRIOR TO CONSTRUCTION COMMENCEMENT.

10. DAMAGE TO EXISTING UTILITY LINES RESULTING FROM THE CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATION AND/OR RECONSTRUCTION OF EXISTING UTILITIES NECESSARY TO PERFORM THE WORK SHOWN ON THE PLANS.

12. NO CONSTRUCTION TRAILERS ARE PERMITTED.

13. THE CONTRACTOR IS RESPONSIBLE FOR ALL AROUND JOB CLEAN UP, INCLUDING AREAS BEYOND THE LIMIT OF WORK THAT HAVE BEEN SPOILED, AS A RESULT OF CONSTRUCTION ACTIVITIES.

14. COORDINATE STORAGE OF MATERIALS, LOCATIONS OF JOB SITE OFFICE, ETC. WITH THE OWNER/HOTEL BEFORE PROCEEDING WITH WORK.

15. FINISH WORK SHALL BE SMOOTH, FREE FROM ABRASIONS, TOOL MARKS, RAISED GRAIN AND OTHER BLEMISHES OR IMPERFECTIONS ON EXPOSES SURFACES.

16. GYPSUM WALLBOARD CONSTRUCTION SHALL CONFORM TO RECOMMENDATIONS AND STANDARDS OF THE GYPSUM CONSTRUCTION HANDBOOK, PUBLISHED BY USG. ALL PAINTED AND WALLCOVERED SURFACES SHALL RECEIVE A LEVEL 4 FINISH.

17. VERIFY TYPE, SIZE, LOCATION AND NUMBER OF OPENINGS, SLEEVES, CONDUITS, EMBEDDED ITEMS, PIPES AND PENETRATIONS PRIOR TO POURING OR PATCHING SLABS OF FLOOR ASSEMBLIES.

18. FURNISH LABOR & MATERIALS AS REQUIRED TO COMPLETE DEMOLITION, REMOVAL AND RE-USE OF ITEMS AS DESCRIBED ON DRAWINGS.

19. PROTECT THE PROPERTY OF THE OWNER THROUGHOUT THE DURATIONS OF THE PROJECT,

INCLUDING BUT NOT LIMITED TO WINDOWS, FLOORS, CEILINGS, DOORS AND FRAMES AND ELECTRICAL FIXTURES AND EQUIPMENT.

20. PROTECT ADJACENT FINISHES, COMPONENTS, BUILDING AREAS AND PROPERTY FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. PROVIDE DUST PARTITIONS AS REQUIRED.

21. REMOVE DEMOLITION DEBRIS FROM THE PREMISES ON A REGULAR BASIS AND AS REQUESTED BY PROJECT SITE MANAGER. PROVIDE WASTE CONTAINERS FOR STORAGE AND TRANSPORTATION OF DEMOLITION AND CONSTRUCTION DEBRIS.

22. DISPOSE OF ALL DEMOLITION AND WASTE MATERIAL OFF SITE IN ACCORDANCE WITH ALL GOVERNING REGULATIONS AND LAWS, AS PART OF BASE BID.

23. PATCH ALL FINISHES TO MATCH EXISTING ADJACENT FINISHES.

24. WHERE DEMOLITION CAUSES UNEVENNESS IN THE FLOOR SLAB OR SUBSTRATE, PATCH AND LEVEL IMPERFECTIONS IN THE SLAB TO RECEIVE THE NEW FLOOR FINISH. PROVIDE FLOOR LEVELING

COMPOUND AS REQUIRED BETWEEN FLOORING TRANSITIONS TO ACHIEVE A FLUSH & SMOOTH FINISHED SURFACE TRANSITION.

25. EXISTING LIGHTING FIXTURES TO BE REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER.

STORE IN A SECURE AREAS DESIGNATED BY OR APPROVED BY THE OWNER.

26. EXERCISE EXTREME CARE WHEN UTILIZING SPECIAL COATINGS, PAINTS OR FINISHES. INSTALL STRICTLY PER MANUFACTURER'S REQUIREMENTS.

27. PREP ALL PAINTED SURFACES TO RECEIVE NEW PAINT. TEST A 48" X 48" AREA TO ENSURE FOR PROPER ADHERENCE AND COVERAGE SO THAT NO GHOSTING WILL OCCUR FROM OLD COLOR.

COORDINATE LOCATIONS OF TEST AREA WITH STARWOOD ON-SITE PROJECT MANAGER. PROVIDE

ALL NECESSARY PREPARATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS OF EXISTING AND/OR NEW SURFACES TO RECEIVE PAINT. PROVIDE MINIMUM 2 COATS OF PAINT OVER PRIMER.

GHOSTING, ROUGH TEXTURE, UNEVENNESS OF PAINT WILL NOT BE ACCEPTED. INCLUDE ALL NECESSARY TESTING, SAMPLES & MOCK-UPS IN BASE BID PRICE. "PREP" SHALL BE DEFINED AS

PREPARATION WORK OF THE EXISTING OR NEW SUBSTRATE PER THE APPROVED CONTROL SAMPLES AND/OR AS RECOMMENDED BY MANUFACTURER OF FINISHED PROJECT.

28.CONTRACTOR SHALL FULLY COORDINATE EXECUTION OF ALL WORK WITH SITE PROJECT MANAGER

AND PREPARE SCHEDULE(S) OF ALL ACTIVATES IN ADVANCE FOR SITE PROJECT MANAGER AND OWNER APPROVAL. SEVEN DAY WORK WEEKS WITH EVENING WORK AS MAY BE REQUIRED TO ACCOMMODATE AGREED UPON CONTRACT SCHEDULE.

29. CONTRACTOR MUST COMPLY AND BE RESPONSIBLE FOR SAFETY PROVISIONS IN AREAS OF WORK THROUGHOUT COURSE OF PROJECT.

30. CONTRACTOR SHALL COORDINATE THE DELIVERY OF AND VERIFY ALL WAREHOUSE DELIVERED FFE QUANTITIES. THEY SHALL ALSO BE RESPONSIBLE FOR THE NEW CONDITION OF FFE UNTIL PROJECT COMPLETION AND FORMAL WRITTEN ACCEPTANCE BY OWNER. CONTRACTOR SHALL REFER TO FF&E CONTROL BOOK FOR MATERIALS AND FURNISHINGS TO BE INSTALLED.

31. "PROVIDE" SHALL MEAN CONTRACTOR SHALL FURNISH AND INSTALL DESIGNATED ITEMS COMPLETE. "C.F.C.I." SHALL MEAN "CONTRACTOR FURNISHED CONTRACTOR INSTALLED". THIS DESIGNATION

SHALL ALSO INCLUDE THAT THE CONTRACTOR SUPPLY ALL REQUIRED & RELATED MATERIALS,

FASTENERS, SEALANTS, ETC NECESSARY TO COMPLETE THE WORK AS REQUIRED IN THE CONSTRUCTION DOCUMENTS. "O.F.C.I." MEANS "OWNER FURNISHED CONTRACTOR INSTALLED".

THIS DESIGNATION SHALL ALSO INCLUDE ALL REQUIRED & RELATED MATERIALS, FASTENERS,

SEALANTS, ETC NECESSARY TO COMPLETE THE WORK AS REQUIRED IN THE CONSTRUCTION DOCUMENTS.

32. PRIOR TO SAWCUTTING OR CORING CONCRETE CONTRACTOR SHALL VERIFY AS-BUILT CONDITIONS TO ASCERTAIN IF POST-TENSIONED CONCRETE EXISTS. CONTRACTOR SHALL INCLUDE IN BASE BID

ALL NECESSARY WORK TO X-RAY EXISTING CONDITIONS TO AVOID POST-TENSIONED CABLES AND SHALL INCLUDE CORING, TRENCHING, ETC. AS NECESSARY TO ACHIEVE INTENDED SUB-SLAB UTILITY WORK.

33. ALL EXITS MUST BE CONTINUOUS & SHALL BE A MIN. 44" WIDE, TERMINATING IN A PUBLIC WAY OR EXIT COURT LEADING TO A PUBLIC WAY.

34. EXIT COURT PASSAGEWAYS TO HAVE A 7'0" CLEAR HEIGHT TO LOWEST PROJECTIONS.

35. EXIT DOORWAYS SHALL BE NOT LESS THAN 36" IN WIDTH AND NOT LESS THAN 6'8" IN HEIGHT. EXIT DOORS SERVING 50 OR MORE OCCUPANTS SHALL BE OPEN IN THE DIRECTION OF EXIT.

36. ANY DAMAGE DONE TO ANY FIREPROOFING SHALL BE REPAIRED WITH COMPATIBLE MATERIALS HAVING THE SAME FIRE RESISTIVE RATING REQUIRED BY 2019 CBC CHAPTER 7.

37. FLAME SPREAD CLASSIFICATIONS FOR INTERIOR WALLS & CEILING FINISHES TO BE IN ACCORDANCE WITH 2019 CBC TABLES 8-A & 8-B.

38. METAL STUDS SHALL CONFORM TO ICBO NUMBER IS NER 2-11.

39. CAULK ALL ENDS AND EXPOSED EDGES OF WALLCOVERING IN A NEAT, CONTINUOUS LINE. COLOR TO MATCH ADJACENT SURFACES. CAULK COLOR TO BE APPROVED BY STARWOOD DESIGN.

40. NOTIFY OWNER'S FIELD MANAGER OF ANY MALFUNCTIONING HARDWARE AT INITIAL START OF WORK FOR ROOMS WITHIN PROJECT SCOPE.

41. PROVIDE FIRE TREATED WOOD BLOCKING AND NAILERS ONLY WHERE ALLOWED BY BUILDING AUTHORITY.

42. PAINTING OF FIRE SPRINKLER HEADS OR ESCUTCHEONS IS STRICTLY PROHIBITED. PROTECT HEADS FROM OVERSPRAY.

43. ALL ARTWORK & MIRRORS SHALL BE MOUNTED WITH CFCI THEFT LOCKS.

44. PROVIDE NEW FIRE/ SPEAKER STROBES ON A DESIGN-BUILD BASIS FOR ACCESSIBLE + HEARING IMPAIRED GUESTROOMS (CFCI). PREPARE NECESSARY DRAWINGS, ETC. OBTAIN AND PAY FOR ALL PERMITS, PERMIT FEES AS REQUIRED BY BUILDING DEPARTMENT. TIE-IN POWER/ SIGNAL TO NEAREST CIRCUIT/FIRE ALARM PANEL. REPAIR, PATCH, INSTALL WALLCOVER, PAINT, ETC. ALL AREAS AFFECTED (IE. CORRIDORS, ETC.) BY THIS WORK.

45. ALL TILE WORK SHALL CONFIRM TO TILE COUNCIL OF NORTH AMERICA STANDARDS INCLUDING INSTALLATION METHODS.

46. NO HAZARDOUS MATERIALS WILL BE STORED AND/OR USED WITHIN THE BUILDING, WHICH WILL EXCEED THE QUANTITIES LISTED IN CBC TABLES 307.1(1) AND 307.1(2).

PROJECT DATA
SHEETS / DRAWINGS:

T-1 SHEET INDEX, PROJECT DATA, GEN. NOTES,
VICINITY MAP, ETC.

CIVIL:
- PRELIMINARY GRADING AND DRAINAGE PLAN
LANDSCAPE:

COV LANDSCAPE DRAWINGS COVER SHEET
IP-1 IRRIGATION PLAN
IP-2 IRRIGATION PLAN
HZ-1 HYDROZONE PLAN
PP-1 PLANTING PLAN
PP-2 PLANTING PLAN
D-1 PLANTING & IRRIGATION DETAILS
ARCHITECTURAL:

A-0.0 OVERALL SITE PLAN
A-0.1 TURF CARE FACILITY SITE PLAN
A-0.1D TURF CARE FACILITY SITE DEMO PLAN
A-1.0 OPERATIONS BUILDING FLOOR PLAN and ROOF
PLAN
A-1.1 STORAGE BUILDING FLOOR PLAN and ROOF
PLAN
A-2.1 TURF CARE FACILITY SITE SECTION
A-3.0 OPERATIONS BUILDING ELEVATIONS
A-3.1 STORAGE BUILDING ELEVATIONS
A-8.0 BALL WASH SHED and WASH AREA / CHEMICAL

AREA SHADE COVERS
A-8.1 PUMP HOUSE PLANS, SECTION and

ELEVATIONS
SL-1 TURF CARE FACILITY - SITE LIGHTING

PHOTOMETRICS
1-4 GRAPHICS SHOWING EXISTING AND NEW

IMAGERY
STRUCTURAL:

PERMITTED UNDER SEPARATE SUBMISSION
MECHANICAL and PLUMBING:

PERMITTED UNDER SEPARATE SUBMISSION
ELECTRICAL:

PERMITTED UNDER SEPARATE SUBMISSION

1. GEOTECHNICAL REPORT 22G259-1R, DATED 2-15-2023
NOTES:

1. NO HAZARDOUS MATERIALS ARE TO BE STORED OR USED WITHIN THE BUILDINGS WHICH WILL EXCEED THE QUANTITIES LISTED IN CBC TABLES 307.1(1), 307.1(2), CBC 411, AND THE CFC.

THE FOLLOWING ITEMS ARE NOT REVIEWED WITH THIS PLAN AND ARE TO BE SUBMITTED AS ADDENDA TO THIS PERMIT OR AS A SEPARATE PERMIT AS NOTED BELOW):

DEFERRED SUBMITTALS
(Contractor to Furnish)
Revisions
Title:

Sheet No.

Consultants
Drawn By:

Scale:

MDR Ref. No.:

Issue Date:

Laguna Niguel, CA 92677
23700 Clubhouse Dr.

New Turf Care Facility
El Niguel Country Club
Plan Check #:

APN:
9511 Irvine Center Drive
www.mdrarchitects.com
949 / 474-8188 Voice
Irvine, CA 92618
Melzer Deckert & Ruder Architects, Inc.
659-011-37
SP96-37A01
MARK H. MELZER
NO.C17918
Ren. 9/30/25
A
A
FO
IL
OF
C
R IN
TA S
ET
TC
ARCH
ITE

DESNECIL
09-11-23, DISCRETIONARY REVIEW 3

1. FIRE DEPARTMENT INSPECTIONS AREA
REQUIRED. SCHEDULE ALL INSPECTIONS 72
HOURS IN ADVANCE.

2. REGARDLESS OF THE OCCUPANT LOAD

SERVED, EXIT DOORS SHALL BE OPENABLE

FROM THE INSIDE WITHOUT THE USE OF A KEY
OR ANY SPECIAL KNOWLEDGE OR EFFORT.

KEY - LOCKING HARDWARE MAY BE USED ON

THE MAIN EXIT WHERE THERE IS A READILY

VISIBLE, DURABLE SIGN ON OR ADJACENT TO
THE DOOR STATING "THIS DOOR MUST REMAIN
UNLOCKED DURING BUSINESS HOURS".

3. PLANS OF NEW OR MODIFICATIONS TO

EXISTING FIRE PROTECTIONS, DETECTION,

ALARM OR MONITORING SYSTEM(S) SHALL BE

APPROVED BY THE LOS ANGELES FIRE
DEPARTMENT WITHIN 30 DAYS OF THE
ISSUANCE OF THE BUILDING PERMIT.

4. IF ADDITIONS OF WALLS AND/OR OTHER

TENANT IMPROVEMENTS OBSTRUCT OR

EFFECT COVERAGE OR PERFORMANCE OF THE

SPRINKLER SYSTEM AND/ OR IF ANY

MODIFICATIONS TO THE FIRE SPRINKLER

SYSTEM IS NECESSARY, FIRE SPRINKLER

TENANT IMPROVEMENT PLANS SHALL BE

SUBMITTED TO THE LOS ANGELES FIRE
DEPARTMENT WITHIN 30 DAYS OF THE
ISSUANCE OF THE BUILDING PERMIT.

5. AN EMERGENCY MEANS OF EGRESS

ILLUMINATION SHALL BE PROVIDED
THROUGHOUT ALL AREAS OF THE BUILDING. A
MINIMUM OF 1-FOOT CANDLE OF ILLUMINATION

SHALL BE PROVIDED A THE FLOOR LEVEL (CBC
1003.2.9). ALL EMERGENCY MEANS OF EGRESS

ILLUMINATION SHALL BE PROVIDED WITH

EMERGENCY SECONDARY POWER WHEN THE

MEANS OF EGRESS SYSTEM SERVES AN
OCCUPANT LOAD OF 100 OR MORE AS
REQUIRED PER (CBC 1006).

6. ALL EXIT SIGNS SHALL BE ILLUMINATED AT ALL
TIMES. TO ENSURE CONTINUED ILLUMINATION
FOR A DURATION OF NOT LESS THAT 1 1/2

HOURS IN CASE OF PRIMARY POWER LOSS,

THE EXIT SIGNS SHALL ALSO BE CONNECTED

TO AN EMERGENCY ELECTRICAL SYSTEM

PROVIDED FROM STORAGE BATTERIES, UNIT
EQUIPMENT OR AN ON-SITE GENERATOR SET.
(CBC 1011.5.3)

7. SMOKE CONTROL DOCUMENTATION: REFER TO

SMOKE CONTROL RATIONAL ANALYSIS
PROJECT #: 1916002-400 AND SMOKE CONTROL

TESTING PROCEDURES REPORT BY JENSEN
HUGHES.

1. WHERE FIRE ALARM SYSTEMS PROVIDE AUDIBLE ALARM COVERAGE, ALARMS SHALL COMPLY WITH 11B-215

2. ALARMS IN PUBLIC USE AREAS AND COMMON USE AREAS SHALL COMPLY WITH 702 CHAPTER 9, SECTION 907.5.2.3.1

3. WHERE EMPLOYEE WORK AREAS HAVE AUDIBLE ALARM COVERAGE, THE WIRING SYSTEM SHALL BE DESIGNED SO THAT VISIBLE ALARMS COMPLYING WITH 710 CHAPTER 9 SECTION 907.5.2.3.2 CAN BE INTEGRATED INTO THE ALARM SYSTEM.

4. FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE ALARMS COMPLYING WITH NFPA 72 (2013 EDITION) (INCORPORATED BY REFERENCE, SEE 'REFERENCED STANDARDS IN CHAPTER 1), EXCEPT THAT THE MAXIMUM ALLOWABLE SOUND LEVEL OF AUDIBLE NOTIFICATION APPLIANCES COMPLYING WITH SECTION 4-3.2.1 OF NFPA 72 (2013 EDITION) SHALL HAVE A SOUND LEVEL NO MORE THAN 110 DB AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. FIRE ALARM TO INCLUDE EMERGENCY VOICE / ALARM COMMUNICATION SYSTEM.

5. PROVIDE EMERGENCY RESPONDER RADIO COVERAGE (LAFC 510.11)

1. TBD

FIRE DEPARTMENT NOTES

FIRE ALARM NOTES

BUILDING OFFICIAL NOTES

GRID LINE

FINISH REFERENCE SYMBOL
Detail Number
Sheet Number
Detail Number

DETAIL KEY
Sheet Number

CROSS SECTION REFERENCE
Elevation Key
Sheet Number

INTERIOR ELEVATION REFERENCE
Detail Number
Sheet Number

ELEVATION REFERENCE

GRIDLINE

DOOR NUMBER

KEY NOTE

WINDOW OR LOUVER TYPE

ROOM NAME

ROOM NUMBER

REVISION SYMBOL
X
FINISH
OR
A
B
C
D1
ID-3OR
#
#
#
#
#
#
#
A
#B
C
D
ROOM
NAME
FINISH
#
#
#
#
# #
#+ QTY.
4 A
Stud Size (See Plan for Cavity Size at Furring)
Wall Type - See 4/A-1.0

WALL TAG
23700 CLUB HOUSE DR
APN: 659-011-37

PROJECT SITE

1. FIRE SPRINKLERS

2. FIRE ALARM SYSTEM

3. SITE SIGNAGE (SEPARATE PERMIT)

2. INFILTRATION REPORT 22G259-2, DATED 12-22-2022

3. PRELIMINARY HYDROLOGY REPORT, DATED 10-19-2023

4. PRELIMINARY WATER QUALITY MANAGEMENT PLAN (PWQMP), DATED 10-19-2023 SUPPORT DOCUMENTS:

ACCESS FROM CLUB HOUSE DR.

TURF CARE FACILITY

CLASS 'C'
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA FIRE CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 BUILDING ENERGY EFFICIENCY STANDARDS
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
2010 AMERICANS WITH DISABILITIES ACT STANDARDS
ROOFING: MINIMUM FIRE CLASSIFICATION (CBC TABLE 1505.1):

MIXED USE - B, S-1, S-2
APPLICABLE CODES:

CODE REVIEW

PROJECT ADDRESS
23700 CLUBHOUSE DR, LAGUNA NIGUEL, CA 92677
LEGAL DESCRIPTION:

OCCUPANCY GROUP:

PARKING
SEC 33 T 7 R 8 POR E1/2 AND POR W1/2 SEC 34 T 7 R 8 AND POR NE1/4

VB - FULLY SPRINKLERED
TYPE OF CONSTRUCTION:

BASIC ALLOWABLE (B, S)3 STORY, 60 FEET
PARKING REQUIRED 1 SPACES PER 1,000 SF = 12 SPACES
PARKING PROVIDED 32 TOTAL SPACES (EMPLOYEE USE ONLY)
OF WHICH 1 IS A VAN ACCESSIBLE SPACE

BUILDING DATA
BASIC ALLOWABLE AREA (B OCCUPANCY)36,000 SF TOTAL
ALLOWABLE BUILDING AREA (CBC TABLE 506.2):

ALLOWABLE BUILDING HEIGHT (CBC TABLES 504.3 & 504.4):

PROPOSED BUILDING HEIGHT:1 STORY, LESS THAN 20'
EXIT ENCLOSURESn/a
INTERIOR WALL AND CEILING FINISHES (CBC TABLE 803.13):

LOCATIONMATERIAL CLASS
CORRIDORSn/a

ROOMS & SPACESC
INTERIOR FLOOR FINISHES (CBC 804.4.1 & 804.4.2):

SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E662 THE MINIMUM CRITICAL RADIANT FLUX SHALL BE NOT LESS THAN CLASS II.

REQUIRED OCCUPANCY SEPARATION (CBC 508.3): NONSEPARATED OCCUPANCIES CORRIDOR FIRE RESISTANCE RATING (CBC 1018.1 AND TABLE 1018.1): NOT

APPLICABLE
TRAVEL DISTANCES SHALL NOT EXCEED 300 FEET IN SPRINKLERED BUILDINGS FOR 'B' OCCUPANCY, 250 FEET FOR 'S-1' OCCUPANCY AND 400 FEET FOR 'S-2' OCCUPANCY (CBC TABLE 1017.2)
FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601):

PRIMARY STRUCTURAL FRAME 0-HR
EXTERIOR WALLS0-HR
BEARING WALLS0-HR
NON-BEARING WALLS0-HR

FLOORS, ROOFS & ASSOCIATED
FRAMING0-HR
ELECTRIC VEHICLE CART STORAGE VENTILATION (CBC 406.9.2) -

BATTERY CHARGING FOR SERVICE CART TYPE ELECTRIC VEHICLES TO BE STORED OR OPERATED AT THE STORAGE FACILITY IS TO BE LIMITED TO (28) BATTERY CHARGERS. BATTERY CHARGING FOR SERVICE CART TYPE ELECTRIC VEHICLES TO BE STORED OR OPERATED AT THE TURF CARE FACILITY IS TO BE LIMITED TO (2) BATTERY CHARGERS.

ZONING

PARKS & REC
AREA INCREASES: NON REQUIRED, NONE PROPOSED
NOTES:

NO HAZARDOUS MATERIALS ARE TO BE STORED OR USED WITHIN THE BUILDINGS WHICH WILL EXCEED THE QUANTITIES LISTED IN CBC TABLES 307.1(1), 307.1(2), CBC 414, AND THE CFC.

1. PROPOSED BUILDING AREA:

TURF CARE BUILDING4,800 SF
STORAGE BUILDING6,912 SF
11,712 SF TOTAL

OWNER / SITE

EL NIGUEL COUNTRY CLUB
23700 CLUBHOUSE DR
TEL: (949) 373-1345
LAGUNA NIGUEL, CA 92677
ATTN: PATRICK CASEY, GM

ARCHITECT

MELZER DECKERT & RUDER
9511 IRVINE CENTER DRIVE
IRVINE, CA 92618
TEL: (949) 474-8188
ATTN: MARK MELZER, AIA

MIKE PICKLE
ARCHITECTS, INC.

GOLF COURSE DESIGN

PINNACLE DESIGN COMPANY
78-370 HWY 111. SUITE 290
TEL: (760) 340-5429
LA QUINTA, CA 92253
ATTN: DOUG ENROTH

CIVIL ENGINEER
MTH ENGINEERING, INC.

RIVERSIDE, CA 92506
TEL: (951) 850-2190
ATTN: MARTEN ANDERSON
[email protected]
639 LAKEWOOD DR.
[email protected]
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639 Lakewood Drive
Riverside, CA 92506
(951) 850-2190
www.mth2engineering.com
civil • water resources • storm water
urban design and planning
D:\MTH2\Engineering\2023_ 18 MDR El Niguel CC\Civil\2023_18exb02_Preliminary_Grading_Plan.dgn

IN THE CITY OF LAGUNA NIGUEL

PRELIMINARY GRADING AND DRAINAGE PLAN
LAKE
(322.90 FS)

EL NIGUEL COUNTRY CLUB MAINTENANCE FACILITY
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PROJECT

LOCATION

VICINITY MAP

NOTTO SCALE
I
OWNER

EL NIGUEL COUNTRY CLUB
23700 CLUBHOUSE DRIVE
LAGUNA NIGUEL, CA 92677
CONTACT: PATRICK CASEY

CHIEF EXECUTIVE OFFICER/GENERAL MANAGER
(310) 405-3617

ENGINEER/CONTACT PERSON
THIS PLAN WAS PREPARED UNDER THE DIRECTION OF MARTEN L. ANDERSON, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA .

MARTEN L. ANDERSON
RCE 51313
MTH2 ENGINEERING, INC.
639 LAKEWOOD DRIVE
RIVERSIDE, CA 92506
(951) 850-2190

BASIS OF BEARINGS
19-0CT-2023
DATE
Exp. 6-30-24
CIVI\..

OF CA.\..lf
THE BEARINGS SHOWN HEREON IS THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI NAD83 (EPOCH 2017.50) AS DETERMINED LOCALLY BY A LINE BETWEEN CORS SBCC AND RMVJ BEING S52'10'47"e AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER.

BENCHMARK
ORANGE COUNTY SURVEYOR (OCS) BENCHMARK NO: 3U-30-70
ELEVATION= 318.813 FEET (NAVD88)
FOUND 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "3U-30-70" SET IN THE SOUTHEASTERLY CORNER OF A3 FT. BY 11.5 FT CONCRETE CATCH BASIN.

MONUMENT IS LOCATED ALONG THE WESTERLY SIDE OF CROWN VALLEY PARKWAY, 375 FT SOUTHERLY OF THE CENTERLINE OF WEST NINE DRIVE AND 60.5 FT WESTERLY OF THE CENTERLINE OF CROWN VALLEY PARKWAY. MOMENT IS SET LEVEL WITHTHE SIDEWALK .

FEMA FLOODZONE
ZONE X PER FIRM MAP NO. 06059C0439J, EFFECTIVE DATE DEC 3, 2009 LEGEND
EXISTING CENTERLINE ........................................................................... .

EXISTING PROPERTY LINE ................................................................... .

EXISTING RIGHT-OF-WAY LINE
EXISTING BUILDING .................................................................................... .

EXISTING CONTOUR MAJOR. ................................................................ ,,,,,,,,,,,,,,,,,,,,,, 100······················ EXISTING CONTOUR MINOR ....................... 99 .................... ..

EXISTING CURB ............................................................................................ .

EXISTING EDGE OF CONCRETE. ........................................................ .

EXISTING FENCE -CHAINLINK ............................................................. ---:x~--x--

EXISTING WALL - CONCRETE OR MASONRY
EXISTING SPOT ELEVATION ........................................................................................... 24.50 EXISTING BOLLARD ............................................................................................................... BOL0 EXISTING FIRE HYDRANT ........................................................................................................ '°' EXISTING IRRIGATION BOX .............................................................................................. IRRc EXISTING SEWER MANHOLE ......................................................................................... SMHO EXISTING SIGN .................................................................................................................................. • EXISTING TELEPHONE RISER ........................................................................................... TRc EXISTING WATER METER ................................................................................................. WMc EXISTING WATER VALVE ................................................................................................. WV@ EXISTING SEWER......................................................................................... s EXISTING STORM DRAIN... ---- SD----

PROPOSED BUILDING
PROPOSED CURB ....................................................................................... .

PROPOSED DRAIN INLET WITH FILTER INSERT I:]

PROPOSED EDGE OF PCC PAVING
PROPOSED FENCE - CHAINLINK........................................................ ----,x--...,x--- PROPOSED GRADE BREAK LINE ...................................................... ..

PROPOSED SEWER .................................................................................... ---- S ---- PROPOSED STORM DRAIN PIPE ...................................................... ..

PROPOSED WALL - CONCRETE OR MASONRY ........................ ..

PROPOSEDVEGETATEDSWALE ...................................................... - - -

PROPOSED PCC PAVEMENT
PROPOSED LANDSCAPE AREA , ... "' ..................... ,. ... ... ... ... ... ... ... ... ... ...

JOB 2023_18 PLOTTED: 19-OCT-2023
EL NIGUEL COUNTRYCLUB23700 COUNTRY CLUB DRIVELAGUNA NIGUEL, CA 92667 PROJECT:OWNER:OWNERS REPRESENTATIVE:

EL NIGUEL COUNTRY CLUB MAINTENANCE FACILITY/HOLE 10Laguna Niguel, CA PATRICK CASEY (G.M.)
INDEX:

REVISIONDATE
THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY PDC., INC. FOR USE ONTHIS PROJECT AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESSEDWRITTEN CONSENT OF PDC, INC. C '09 PROJECT NO:DATE:142102-08-23
VICINITY MAP:

NORTH

NOT TO SCALE
77935 Calle Tampico Suite #202La Quinta, CA 92253PINNACLE DESIGN COMPANY #4731DOUGLAENROTHSREGISTEREDLANDSCAPEARCHITECTTATEOFCALIFORNIAS #4731DOUGLAENROTHSREGISTEREDLANDSCAPEARCHITECTTATEOFCALIFORNIAS Douglas Enroth01-25-23#473177935 Calle Tampico, Suite #202, La Quinta, CA [email protected] 23700 COUNTRY CLUB DRIVE, LAGUNA NIGUEL, CA 92667
1 02-08-23PER CITY COMMENTS
PROJECT:

SHEET TITLE:

COV
SHEET NO:P2216
DEKA
KA
DATE:

REVISIONS:

SCALE:PROJ. MGR.

CHECKED:

PROJ. NO:

DRAWN:

SPECIFICATIONSSHEETBOOK
LAGUNA NIGUEL, CALIFORNIAEL NIGUEL COUNTRY CLUB02-08-23LANDSCAPE PLANSMAINTENANCE FACILITY & TEE HOUSE------ XXXXXX
DISCRETIONARY REVIEW 31PER OWNERSHIP 9-11-23
#18PR
#10
FF
F
34"
34"
34"
34"
34"
34"
F
F
F
F
F

WHERE POSSIBLE, CONTRACTOR TO

TIE IN NEW IRRIGATION TO EXISTING
LANDSCAPE DRIP VALVES.

ADD NEW DRIP EMITTERS TO

EXISTING LANDSCAPE VALVE

ADD NEW DRIP EMITTERS TO

EXISTING LANDSCAPE VALVE

ADD NEW DRIP EMITTERS AND

BUBBLER VALVES TO EXISTING

MAINLINE

WHERE POSSIBLE, CONTRACTOR TO

TIE IN NEW IRRIGATION TO EXISTING
MAINLINE. NEW POINT OF

CONNECTION SHOWN INCASE

THERE IS NO EXISTING POINTS OF
CONNECTION IN THIS AREA.

A
A
A
184
101
191
34"

EXISTING GOLF COURSE CONTROLLER
CONT. TO CONNECT NEW VALVES

TO THE NEAREST PEDESTAL

EXISTING GOLF COURSE CONTROLLER
CONT. TO CONNECT NEW VALVES

TO THE NEAREST PEDESTAL

TURF CARE FACILITY/HAUL ROAD

AND DRIVING RANGE LIMITS
HOLE 10 MASTER PLAN

CHANGES LIMITS

KEY MAP WORK LIMITS

TURF CARE FACILITY,DRIVING

RANGE & HAUL ROAD
HOLE 10 MASTER PLAN CHANGES
PROJECT:

SHEET TITLE:

IP-1
SHEET NO:

P2216
DE
KA
1" = 20'-0"
KA
DATE:

REVISIONS:

SCALE:

PROJ. MGR.

CHECKED:

PROJ. NO:

DRAWN:

SPECIFICATIONS

SHEET BOOK

EL NIGUEL COUNTRY CLUB

IRRIGATION PLAN
-
-
-
-
-
-
X
X
X
X
X
X
MATCHLINE SEE SHEET IP-2

I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE ORDINANCE DATED DECEMBER 15, 2015

LANDSCAPE TO BE MAINTAINED BY OWNER
02-08-23

MAINTENANCE FACILITY & TEE HOUSE
DISCRETIONARY REVIEW 3
23700 CLUBHOUSE DR., LAGUNA NIGUEL, CALIFORNIA 92677
1 PER OWNERSHIP 9-11-23
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0 20'

NORTI I
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SCALE 1 "= 20'
;
I
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34 5
6 7
REF
T
U
S
SH
T S
4 T
U
S
5 FE
(E) PUMP HOUSE - NEW

METAL BUILDING WITH
8'x8' REMOVABLE ROOF

HATCH OVER (E) PUMPS

COVERED

WASH AREA

CHEMICAL

BUILDING
(4) 4x6

DUMPSTERS
16' DRIVE
8 TANDEM

PARKING
3 8
3 9
25' OPENING

SLIDE GATE

EXISTING
GATE
SHIFT
GATE
PARKING TALLY:
23 SPACES
8 TANDEM
31 TOTAL
4,800 SF

OPERATIONS

BUILDING
6,912 SF

VEHICLE

BUILDING

TEMP PARKING

RELOCATE

ELECTRICAL

CARPORT

STRUCTURE -

SIZE AS NEEDED

BALL WASH

SCREEN WALL
25'-0"
120'-0"
65'-0"
144'-0"
2'-6"
25'-0"
10'-0"
40'-0"
42'-0"
48'-0"
10'-0"
28'-0"
14'-3"
25'-7"
38'-6"
26'-6"
18'-0"
24'-0"
18'-0"

FENCE LINE -
OPTION 2

FENCE LINE -
OPTION 1
10 34"
34"
34"
34"
F
F
F
F
F
F

CONNECT TO EXISTING POC

WHERE POSSIBLE, CONTRACTOR TO

TIE IN NEW IRRIGATION TO EXISTING
LANDSCAPE DRIP VALVES.
3 4"

ADD NEW DRIP EMITTERS TO

EXISTING LANDSCAPE VALVE

ADD NEW DRIP EMITTERS TO

EXISTING LANDSCAPE VALVE
F
F

ADD NEW DRIP EMITTERS TO

EXISTING LANDSCAPE VALVE
34"
A
A
A
A
181
192
103
102

EXISTING GOLF COURSE CONTROLLER
CONT. TO CONNECT NEW VALVES

TO THE NEAREST PEDESTAL
HOLE 10 MASTER PLAN

CHANGES LIMITS
NOTES:

1. LAND. CONT. TO USE ALL PVC PURPLE RECLAIMED WATER PIPE AND

VALVE BOXES, AND IDENTIFIABLE IRRIGATION EQUIPMENT

2. WHERE POSSIBLE, CONTRACTOR TO TIE IN NEW IRRIGATION TO EXISTING LANDSCAPE DRIP VALVES.

3. CONTRACTOR TO ESTIMATE 30 EXISTING TREES THAT ORIGINALLY

WERE IN TURF THAT ARE NOW IN LANDSCAPE BEDS TO BE IRRIGATED WITH THE EXISTING TREE IRRIGATION SHOWN IN DETAIL "N" ON SHEET D-1. CONTRACTOR TO COORDINATE WITH GOLF COURSE

SUPERINTENDENT TO DETERMINE WHICH TREES ARE TO BE IRRIGATED AND WHERE THE WATER WILL COME FROM.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI
RAIN BIRD 1800-1400 FLOOD
FIXED FLOW RATE (0.25-2.0GPM), FULL CIRCLE BUBBLER,
1/2" FIPT.
30 30

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
TORO DZK-700 (2)
LOW FLOW DRIP CONTROL VALVE KIT. WITH 1IN. IRRITROL
700 ULTRAFLOW INLINE VALVE, TORO Y-FILTER, PRESSURE
REGULATOR AND FITTINGS. .10 GPM-30 GPM. REGULATED
PRESSURE AT 40PSI
3 RAIN BIRD MDCFPCAP

DRIPLINE FLUSH VALVE PURPLE CAP IN COMPRESSION
FITTING COUPLER. FOR NON-POTABLE WATER USE.
8 RAIN BIRD ARV075
3/4" AIR RELIEF VALVE, MADE OF QUALITY RUST-PROOF
MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7XB
EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THE

VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS
PREVENTING WATER HAMMER OR BLOCKAGE.
4 RAIN BIRD XB-PC-1032

SINGLE OUTLET, PRESSURE COMPENSATING DRIP
EMITTERS. FLOW RATES OF 0.5 GPH=BLUE, 1.0
GPH=BLACK, AND 2.0 GPH=RED. COMES WITH A 10-32
THREADED INLET X BARB OUTLET.
672

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
TORO 220-27-0 (2)
BRASS 1IN., 1-1/4IN., 1-1/2IN., 2IN., 2-1/2IN., AND 3IN.

ELECTRIC REMOTE CONTROL VALVE. WITH SPIKE GUARD
SOLENOID AND EZ-REG PRESSURE REGULATOR. 1IN.-2IN.

HAVE IN-LINE GLOBE BODY STYLE, AND 2-1/2IN. - 3IN. ARE
ANGLE VALVE BODY STYLES.
2 MATCO-NORCA 514T
1/2"-4" BRASS GATE VALVE, FULL PORT, WITH SOLID
WEDGE. IPS. WHEEL HANDLE. SAME SIZE AS MAINLINE
PIPE.
6 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 6,107 L.F.

IRRIGATION MAINLINE: PVC SCHEDULE 40 260.3 L.F.

F
A

IRRIGATION SCHEDULE TURF CARE/DR/HAUL ROUTE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
TORO DZK-700 (2)
LOW FLOW DRIP CONTROL VALVE KIT. WITH 1IN. IRRITROL
700 ULTRAFLOW INLINE VALVE, TORO Y-FILTER, PRESSURE
REGULATOR AND FITTINGS. .10 GPM-30 GPM. REGULATED
PRESSURE AT 40PSI
3 RAIN BIRD MDCFPCAP

DRIPLINE FLUSH VALVE PURPLE CAP IN COMPRESSION
FITTING COUPLER. FOR NON-POTABLE WATER USE.
8 RAIN BIRD ARV075
3/4" AIR RELIEF VALVE, MADE OF QUALITY RUST-PROOF
MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7XB
EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THE

VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS
PREVENTING WATER HAMMER OR BLOCKAGE.
2 RAIN BIRD XB-PC-1032

SINGLE OUTLET, PRESSURE COMPENSATING DRIP
EMITTERS. FLOW RATES OF 0.5 GPH=BLUE, 1.0
GPH=BLACK, AND 2.0 GPH=RED. COMES WITH A 10-32
THREADED INLET X BARB OUTLET.
430

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
TORO 220-27-0 (2)
BRASS 1IN., 1-1/4IN., 1-1/2IN., 2IN., 2-1/2IN., AND 3IN.

ELECTRIC REMOTE CONTROL VALVE. WITH SPIKE GUARD
SOLENOID AND EZ-REG PRESSURE REGULATOR. 1IN.-2IN.

HAVE IN-LINE GLOBE BODY STYLE, AND 2-1/2IN. - 3IN. ARE
ANGLE VALVE BODY STYLES.
1 MATCO-NORCA 514T
1/2"-4" BRASS GATE VALVE, FULL PORT, WITH SOLID
WEDGE. IPS. WHEEL HANDLE. SAME SIZE AS MAINLINE
PIPE.
1 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 3,414 L.F.

IRRIGATION MAINLINE: PVC SCHEDULE 40 177.1 L.F.

F
A
IRRIGATION SCHEDULE HOLE 10 MP CHANGES
PROJECT:

SHEET TITLE:

IP-2
SHEET NO:

P2216
DE
KA
1" = 20'-0"
KA
DATE:

REVISIONS:

SCALE:

PROJ. MGR.

CHECKED:

PROJ. NO:

DRAWN:

SPECIFICATIONS

SHEET BOOK

EL NIGUEL COUNTRY CLUB

IRRIGATION PLAN
-
-
-
-
-
-
X
X
X
X
X
X
SEE SHEET D-1 FOR DETAILS
MATCHLINE SEE SHEET IP-1

LANDSCAPE TO BE MAINTAINED BY OWNER
02-08-23

MAINTENANCE FACILITY & TEE HOUSE
DISCRETIONARY REVIEW 3
23700 CLUBHOUSE DR., LAGUNA NIGUEL, CALIFORNIA 92677
1 PER OWNERSHIP 9-11-23
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moulton niguel water district
Vclve Colbut
r~ORTH
_...._~--1----1
J 2·J' 40' 60' EO'
SCALE I"= 20'
□
PINNAClE

DESIGN COMPANY
345
6 7
REF
TUSSHTS 4TUS5FE
(E) PUMP HOUSE - NEWMETAL BUILDING WITH8'x8' REMOVABLE ROOFHATCH OVER (E) PUMPS

COVEREDWASH AREA

CHEMICALBUILDING
(4) 4x6DUMPSTERS16' DRIVE
8 TANDEMPARKING3 8
3 9
25' OPENINGSLIDE GATE

EXISTINGGATE

SHIFTGATE
PARKING TALLY:23 SPACES 8 TANDEM31 TOTAL
4,800 SFOPERATIONSBUILDING
6,912 SFVEHICLEBUILDING

TEMP PARKING

RELOCATEELECTRICAL

CARPORTSTRUCTURE -SIZE AS NEEDED

BALL WASHSCREEN WALL
25'-0"
120'-0"
65'-0"
144'-0"
2'-6"
25'-0"
10'-0"40'-0"42'-0"48'-0"10'-0"
28'-0"
14'-3"
25'-7"
38'-6"26'-6"
18'-0"24'-0"18'-0"
FENCE LINE -OPTION 2FENCE LINE -OPTION 1
#18PR#10
18 10
ADD POC IF NO POINTS OFCONNECTION ARE AVAILABLE INTHIS AREA.

WHERE POSSIBLE, CONTRACTOR TOTIE IN NEW IRRIGATION TO EXISTINGLANDSCAPE DRIP VALVES.

ADD NEW DRIP EMITTERS TOEXISTING LANDSCAPE VALVE

ADD NEW DRIP EMITTERS TOEXISTING LANDSCAPE VALVE

ADD NEW DRIP EMITTERS TOEXISTING LANDSCAPE VALVE

ADD NEW DRIP EMITTERS TOEXISTING LANDSCAPE VALVE

ADD NEW DRIP EMITTERS TOEXISTING LANDSCAPE VALVE

ADD NEW DRIP EMITTERS ANDBUBBLER VALVES TO EXISTINGMAINLINE WHERE POSSIBLE, CONTRACTOR TOTIE IN NEW IRRIGATION TO EXISTINGMAINLINE. NEW POINT OFCONNECTION SHOWN INCASETHERE IS NO EXISTING POINTS OFCONNECTION IN THIS AREA.

ADD NEW DRIP EMITTERS TOEXISTING LANDSCAPE VALVE
1 11
1 11
1 1
1 1
1 1
1 3
1 SYMBOLDESCRIPTIONQTYWater UseHYDROZONE 1 - GOLF COURSETREES & SHRUBS76,335 SFvery low to lowELIMINATEDvery low to mod.HYDROZONE 3 - SCREENING HEGDGE1,653 SFmoderate123REFERENCE_NOTES_SCHEDULE PROJECT:

SHEET TITLE:

HZ-1
SHEET NO:P2216
DEKA 1" = 40'-0"KA
DATE:

REVISIONS:

SCALE:PROJ. MGR.

CHECKED:

PROJ. NO:

DRAWN:

SPECIFICATIONSSHEETBOOK

EL NIGUEL COUNTRY CLUBHYDROZONE PLAN
------
XXXXXX
GOLF COURSE AND TEE HOUSE LANDSCAPE WILL BE CONNECTED TO THEEXISTING GOLF COURSE CENTRAL CONTROL SYSTEM AND WILL GET ITS WEATHERDATA FROM AN ONSITE WEATHER STATION.GOLF COURSE AND TEE HOUSE LANDSCAPE WILL BE CONNECTED TO THEEXISTING GOLF COURSE CENTRAL CONTROL SYSTEM AND WILL GET ITS WEATHERDATA FROM AN ONSITE WEATHER STATION. 02-08-23
MAINTENANCE FACILITY & TEE HOUSEDISCRETIONARY REVIEW 3 23700 CLUBHOUSE DR., LAGUNA NIGUEL, CALIFORNIA 92677
1PER OWNERSHIP 9-11-23
#18PR
#10
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CL
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CP
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CP
CP
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ML
ML
ML
ML
CP
CP
CP
CP
WB
ML
ML
ML
ML
ML
CP
CP
CP
CP
CP
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
CP
CP
CP
CP
ML
ML
ML
ML ML
ML
WB
WB WB
WB
WB
MA
MA
MLML
ML
ML
ML
ML
ML
MLML
ML
ML
ML
ML
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
MA
MA
MA
MA
MA
MA MA
MA
WB
ML
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ML
ML
CP
CP
CP
CP
WB
WB
WB
ML
ML
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MA
MA
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WB
WB
WB
WB
WB
WB
WB
WB
WB
ML
ML
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MA
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MA
MA
MA
MA
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WB
WB
WB
WB
ML ML
ML ML
ML
ML
ML
ML
WB WB
WB
WB WB
ML
ML
ML
ML
ML
ML
CH
CH
CH
CH
CH
LL
LL LL
LL
LL
CH
EC
EC
EC
EC EC
EC
EC
EC
EC
LL
LL
LL
LL
LL
LL
LL
LL
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EC
EC
EC
LL LL
LL
LL
LL
LL
LL
LL
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EC EC
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LL
LL
LL
EC
EC
EC
LL
LL
LLLL
LL
LL
LL
LL
LL LL
LL
LL
EC
EC
LLLL
LL
LL
LL LL
LL
LL
LL
LL
LL
LL
LL
EC
LL
LL
LL
CH
CHCH
CH
CH
CHCH
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LL
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CH
CHCH
CH
CH
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EC
LL
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LL
EC
EC
EC
LL LL
LL

ED ED ED ED ED ED ED ED ED EDEDED EDED EDEDEDED ED ED ED EDEDED

ED ED ED ED ED ED ED ED ED ED ED ED ED ED ED ED ED ED ED ED ED ED ED ED ED ED ED ED TS TS
TS
TSTS
TS
TS
TS
TS
TS
TS
TS
TS
TS
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CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD CD
CD
CD
CD
CD
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PK
PK
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LH
LH
LH
LH
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ML2 ML2
ML2
ML2ML2
ML2
ML2
PK
PK
PK
PK
PK
LR
LR
LR
LR
LR
ML2
ML2
ML2
LR
LR
LR
LR
LR
LH
PK
PKPK
LH
LH
LH
LH
LH
PK
PK
PK PK
PK
LH
LH
LH
LH
PK
PK
PK PK
PK PK
PK
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MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
MC
PS
PS
PS
QV
QV
QV
77'-0" TO PROPERTY LINE
12' MIN
9' DEEP CART

PARKING
9' DEEP CART

PARKING
5' WIDE

WALKWAY

RE-ALIGN

CART PATH

CLUBHOUSE DRIVE
(E) 10'
CART
PATH
(D) 10'
CART
PATH
RE-ALIGN 12'

CART PATH
(D) SHED

AND SLAB
(D) CART PATH

SHOWN DOTTED
(D) CART PARKING

SHOWN DOTTED

RE-ALIGN

CART PATH
PROJECT:

SHEET TITLE:

PP-1
SHEET NO:

P2216
DE
KA
1" = 20'-0"
KA
DATE:

REVISIONS:

SCALE:

PROJ. MGR.

CHECKED:

PROJ. NO:

DRAWN:

SPECIFICATIONS

SHEET BOOK

EL NIGUEL COUNTRY CLUB
02-08-23
-
-
-
-
-
-
X
X
X
X
X
X
NOTE: SEE SHEET PP-2 FOR DRAINAGE DETAIL AND PLANT LEGENDS AND D-1 FOR PLANTING DETAILS MATCHLINE SEE SHEET PP-2
LANDSCAPE TO BE MAINTAINED BY OWNERDISCRETIONARY REVIEW 3

PLANTING PLAN

MAINTENANCE FACILITY & TEE HOUSE
DISCRETIONARY REVIEW 3
23700 CLUBHOUSE DR., LAGUNA NIGUEL, CALIFORNIA 92677
1 PER OWNERSHIP 9-11-23
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1145 TOTAL SHRUBS & TREES

WUCOLS WATER USE BREAKDOWN
130 - VERY LOW (0.10)
930 - LOW (0.20)
85 - MODERATE (0.50)

QUICK STATS
TOTAL LANDSCAPE AREA - 87,200 SF

PROJECT TYPE - REHABILITATED
34 5
6 7
REF
T
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S
SH
T S
4 T
U
S
5 FE
25'-0"
120'-0"
65'-0"
144'-0"
2'-6"
25'-0"
10'-0"
40'-0"
42'-0"
48'-0"
10'-0"
28'-0"
14'-3"
25'-7"
38'-6"
26'-6"
18'-0"
24'-0"
18'-0"
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TS
TS TS
TS
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EDED AL AL AL AL AL AL AL AL AL AL AL AL AL

AL AL AL
CD CD
CD
CD
CD CD
CD
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CDCD
CD
CD
CD
CD
CD
CD
CD
CD
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MC
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QV
QV

TREES CODE BOTANICAL / COMMON NAME CONT QTY
PS Platanus racemosa / California Sycamore Multi-Trunk 36"box 3 QV Quercus virginiana / Southern Live Oak 48" box 10

SHRUBS CODE BOTANICAL / COMMON NAME CONT QTY
AL Acacia longifolia / Golden Wattle 5 gal 16
CL Callistemon viminalis 'Little John' / Little John Weeping Bottlebrush 5 gal 42 CH Ceanothus griseus horizontalis / Carmel Creeper 5 gal 14 CD Ceanothus x 'Dark Star' / Dark Star Wild Lilac 15 gal 37 CP Cistus x purpureus / Orchid Rockrose 5 gal 17
EC Echium candicans / Pride Of Madeira 5 gal 21
ED Elaeocarpus decipiens / Japanese Blueberry Tree 24"box 54 JP Juncus patens / California Gray Rush 5 gal 32
LL Leonotis leonurus / Lion's Tail 5 gal 58
LH Leptospermum scoparium 'Helene Strybing' / Helene Strybing Tea Tree 15 gal 12 LR Leptospermum scoparium 'Red Ruby' / Red Ruby New Zealand Tea Tree 15 gal 2 ML2 Melaleuca nesophila 'Little Nessie' / Little Nessie Pink Melaleuca 15 gal 8 MA Mimulus aurantiacus / Sticky Monkeyflower 5 gal 32
ML Muhlenbergia lindheimeri / Lindheimer's Muhly 5 gal 74 MC Myrica californica / Pacific Wax Myrtle 15 gal 40
PK Pyracantha koidzumii 'Santa Cruz' / Santa Cruz Pyracantha 5 gal 30 RB Ruellia brittoniana / Mexican Petunia 5 gal 43
TS Tecoma stans / Yellow Bells 5 gal 19
WB Westringia fruticosa 'Blue Gem' / Coast Rosemary 5 gal 79 W Westringia fruticosa 'Morning Light' / Morning Light Coast Rosemary 5 gal 27

GROUND COVERS CODE BOTANICAL / COMMON NAME CONT SPACING QTY DO Decomposed Granite / Apache Brown-Avail Southwest B&S 3" thick 13,275 sf 3" Thick Stabalized Decomposed Granite over 4" Thick Compacted Class 2 Road Base on top of Compacted Soil Subgrade
MU Mulch / Forest Floor 3" thick 29,776 sf
Mulch To Match Existing
PS
QV
AL
CL
CH
CD
CP
EC
ED
JP
LL
LH
LR
ML2
MA
ML
MC
PK
RB
TS
WB
W

PLANT SCHEDULE TURF CARE/DR/HAUL ROUTE

SHRUBS CODE BOTANICAL / COMMON NAME CONT QTY
CL Callistemon viminalis 'Little John' / Little John Weeping Bottlebrush 5 gal 24 CH Ceanothus griseus horizontalis / Carmel Creeper 5 gal 6 CD Ceanothus x 'Dark Star' / Dark Star Wild Lilac 15 gal 11 CP Cistus x purpureus / Orchid Rockrose 5 gal 47
EC Echium candicans / Pride Of Madeira 5 gal 20
JP Juncus patens / California Gray Rush 5 gal 31
LL Leonotis leonurus / Lion's Tail 5 gal 39
LH Leptospermum scoparium 'Helene Strybing' / Helene Strybing Tea Tree 15 gal 10 LR Leptospermum scoparium 'Red Ruby' / Red Ruby New Zealand Tea Tree 15 gal 9 ML2 Melaleuca nesophila 'Little Nessie' / Little Nessie Pink Melaleuca 15 gal 7 MA Mimulus aurantiacus / Sticky Monkeyflower 5 gal 30
ML Muhlenbergia lindheimeri / Lindheimer's Muhly 5 gal 41 MC Myrica californica / Pacific Wax Myrtle 15 gal 10
PK Pyracantha koidzumii 'Santa Cruz' / Santa Cruz Pyracantha 5 gal 16 RB Ruellia brittoniana / Mexican Petunia 5 gal 37
WB Westringia fruticosa 'Blue Gem' / Coast Rosemary 5 gal 39 W Westringia fruticosa 'Morning Light' / Morning Light Coast Rosemary 5 gal 26

GROUND COVERS CODE BOTANICAL / COMMON NAME CONT SPACING QTY MU Mulch / Forest Floor 3" thick 28,179 sf
Mulch To Match Existing
CL
CH
CD
CP
EC
JP
LL
LH
LR
ML2
MA
ML
MC
PK
RB
WB
W
PLANT SCHEDULE HOLE 10 MP CHANGES

KEY MAP WORK LIMITS

TURF CARE FACILITY,DRIVING

RANGE & HAUL ROAD
HOLE 10 MASTER PLAN CHANGES
PROJECT:

SHEET TITLE:

PP-2
SHEET NO:

P2216
DE
KA
1" = 20'-0"
KA
DATE:

REVISIONS:

SCALE:

PROJ. MGR.

CHECKED:

PROJ. NO:

DRAWN:

SPECIFICATIONS

SHEET BOOK

EL NIGUEL COUNTRY CLUB
02-08-23

PLANTING PLAN
-
-
-
-
-
-
X
X
X
X
X
X
MATCHLINE SEE SHEET PP-1
NOTE: SEE SHEET D-1 FOR PLANTING DETAILS

LANDSCAPE TO BE MAINTAINED BY OWNER
DISCRETIONARY REVIEW 3

MAINTENANCE FACILITY & TEE HOUSE
23700 CLUBHOUSE DR., LAGUNA NIGUEL, CALIFORNIA 92677
1 PER OWNERSHIP 9-11-23
(:
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80 SECTION VIEW - N.T.S.

PLANTING NOTES

SINGLE STAKE TREE DETAIL
15 GALLON

DOUBLE STAKE TREE DETAIL
24" BOX

SHRUB PLANTING & VINE ESPALIER DETAIL

LANDSCAPE_REMOVAL_LEGEND

PLANTING NOTES

ROOT BARRIER DETAILSINGLE STAKE TREE DETAIL
15 GALLON

DOUBLE STAKE TREE DETAIL
24" BOX

SHRUB PLANTING & VINE ESPALIER DETAIL

LANDSCAPE_REMOVAL_LEGEND

TREE GUYING DETAIL
36" BOX AND LARGER
QUICK COUPLING VALVE BOX, TYP.
14"X19" RECTANGULAR VALVE BOX TYP.
12" TYP.
12"12"12"
12"
NOTE:

3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE.

SECTION VIEW - N.T.S.

1. CENTER VALVE BOX OVER REMOTE CONTROL
VALVE TO FACILITATE SERVICING VALVE.

2. SET RCV AND VALVE BOX ASSEMBLY IN
GROUND-COVER/SHRUB AREA WHERE POSSIBLE.

4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES.
(2")
(2") MIN.

FINISHED GRADE

IN SHRUB AREAS
(2")

FINISH GRADE IN TURF AREAS
HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID.

CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL

PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND
BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE.

Maxicom Wire
SCH. 80 PVC SLIP
SCH. 40 PVC PIPE OR

TAPE WIRE TO PIPE
SCH. 80 PVC SLIP TEE
SCH. 80 T.O.E. NIPPLE

OR LEEMCO DUCTILE
90 DEGREE ELL
WITH D.I. SERVICE TEE

IRON BBT SERVICE TEE

FOR USE ON BELL AND

GASKET MAINLINE PIPE

LANDSCAPE FABRIC TO
19mm (3/4") CRUSHED GRAVEL,
100mm (4") MINIMUM DEPTH

COVER BOTTOM AND ALL

SIDES OF VALVE BOX

BRICK SUPPORTS,
4 REQUIRED
LASCO #896 PVC UNION

SLIP X MIPT, SIZE PER RCV,

ELECTRIC REMOTE CONTROL

VALVE, SEE LEGEND FOR TYPE
2 REQUIRED FOR ASSEMBLY

SIZE PER PLANS,

TYPE PER
MIN.

PVC PIPE,

USE STANDARD

BOX OPENINGS

FOR PIPE, DO

NOT CUT BOX
LEGEND

SPARE CONTROL WIRE, LOOP
120cm (48") LENGTH INTO EACH RCV BOX
50 mm
50 mm
50 mm
LAND. CONT. TO GIVE INCLUDE PRICE TO PUT IN JUMBO VALVE BOX C
A
B

C C C C

PRESSURE MAINLINE, SEE
CONTROL WIRES, SEE SPECS.

LATERAL LINES, SEE SPECS.

CLEAN COMPACTED BACKFILL
(4")(24")

C B ADIMENSION

FINISH GRADE

SPECIFICATIONS

UNDISTURBED SOIL
SECTION VIEW - N.T.S.
(18") (12")13mm (1/2") TO 65mm (2.5") IN SIZE
75mm (3") TO 150mm (6") IN SIZE 100mm
100mm
(4")
300mm400mm
600mm

PRESSURE MAINLINE
INSTALLED IN ROCK SOIL.

OF THE PIPE OR WIRE

DETAIL ALSO FOR PIPE
IN SCH 40 SLEEVE

PVC SLEEVES TO BE

TWICE THE DIAMETER
BUNDLE CARRIED.
13mm (1/2") TO 150mm (6") IN SIZE

DIMENSION
(4")(24")(24")(36")

D C B A

SAND BACKFILL COMPACTED
PAVING

UNDISTURBED SOIL

TO THE DENSITY OF

LATERAL LINES

CONTROL WIRES
IN SCH 40 SLEEVE
IN SCH 40 SLEEVE

EXISTING SOILBC

D D D D
A
SECTION VIEW - N.T.S.

NOTE:

SLEEVES TO EXTEND AT LEAST 300mm (12") PAST THE EDGE OF THE PAVING. 100mm600mm600mm900mm

KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL.

WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT (U.L. APPROVED).

NOTE:

INSERTED INTO TUBE UNTIL THE

SCOTCHLOK CONNECTOR AND WIRES

CONNECTOR PASSES LOCK TABS

WATERPROOF GEL

POLY TUBE PRE-FILLED WITH

ONCE CONNECTOR IS INSERTED

LOCK TABS PREVENT WIRE REMOVAL

SCOTCHLOK ELECTRICAL SPRING
CONNECTOR. WIRES SHALL BE
PRE-STRIPPED OF 1/2" OF THE

INSULATION PRIOR TO INSERTION

CONNECTOR ONTO WIRES TO
INTO THE CONNECTIOR. TWIST
SEAT FIRMLY.

IS INSERTED INTO TUBE

WIRES PASS THROUGH GROOVES IN

TUBE LID TO ALLOW LID TO CLOSE

CLOSE TUBE LID AFTER WIRE
LOW VOLTAGE WIRES, 3 MAXIMUM
SECTION VIEW - N.T.S.

DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION.

SEE PLAN VIEW FOR LANDSCAPE VALVE ASSEMBLY

LANDSCAPE IRRIGATION MANIFOLD PLAN VIEW
NOTE: LAND. CONT. TO USE ALL PVC PURPLE RECLAIMED WATER PIPE AND VALVE BOXES. AND IDENTIFIABLE IRRIGATION EQUIPMENT
NOTE: LAND. CONT. TO USE ALL PVC PURPLE RECLAIMED WATER PIPE AND VALVE BOXES. AND IDENTIFIABLE IRRIGATION EQUIPMENT
NOTE: LAND. CONT. TO USE ALL PVC PURPLE RECLAIMED WATER PIPE AND VALVE BOXES. AND IDENTIFIABLE IRRIGATION EQUIPMENT
NOTE: LAND. CONT. TO USE ALL PVC PURPLE RECLAIMED WATER PIPE AND VALVE BOXES. AND IDENTIFIABLE IRRIGATION EQUIPMENT
NOTE: LAND. CONT. TO USE ALL PVC PURPLE RECLAIMED WATER PIPE AND VALVE BOXES. AND IDENTIFIABLE IRRIGATION EQUIPMENT
NOTE: LAND. CONT. TO USE ALL PVC PURPLE RECLAIMED WATER PIPE AND VALVE BOXES. AND IDENTIFIABLE IRRIGATION EQUIPMENT
NOTE: LAND. CONT. TO USE ALL PVC PURPLE RECLAIMED WATER PIPE AND VALVE BOXES. AND IDENTIFIABLE IRRIGATION EQUIPMENT
NOTE: LAND. CONT. TO USE ALL PVC PURPLE RECLAIMED WATER PIPE AND VALVE BOXES. AND IDENTIFIABLE IRRIGATION EQUIPMENT
NOTE: LAND. CONT. TO USE ALL PVC PURPLE RECLAIMED WATER PIPE AND VALVE BOXES. AND IDENTIFIABLE IRRIGATION EQUIPMENT
NOTE: LAND. CONT. TO USE ALL PVC PURPLE RECLAIMED
WATER PIPE AND VALVE BOXES. AND IDENTIFIABLE

IRRIGATION EQUIPMENT
NOTE: LAND. CONT. TO USE ALL PVC PURPLE RECLAIMED
WATER PIPE AND VALVE BOXES. AND IDENTIFIABLE

IRRIGATION EQUIPMENT
NOTE: LAND. CONT. TO USE ALL PVC PURPLE RECLAIMED
WATER PIPE AND VALVE BOXES. AND IDENTIFIABLE

IRRIGATION EQUIPMENT
NOTES:

1. LAND. CONT. TO USE ALL PVC PURPLE RECLAIMED WATER PIPE AND

VALVE BOXES, AND IDENTIFIABLE IRRIGATION EQUIPMENT

2. WHERE POSSIBLE, CONTRACTOR TO TIE IN NEW IRRIGATION TO EXISTING LANDSCAPE DRIP VALVES.

3. CONTRACTOR TO ESTIMATE 30 EXISTING TREES THAT ORIGINALLY

WERE IN TURF THAT ARE NOW IN LANDSCAPE BEDS TO BE IRRIGATED WITH THE EXISTING TREE IRRIGATION SHOWN IN DETAIL "N" ON SHEET D-1. CONTRACTOR TO COORDINATE WITH GOLF COURSE

SUPERINTENDENT TO DETERMINE WHICH TREES ARE TO BE IRRIGATED AND WHERE THE WATER WILL COME FROM.

PROJECT:

SHEET TITLE:

D-1
SHEET NO:

P2216
DE
KA
KA
DATE:

REVISIONS:

SCALE:

PROJ. MGR.

CHECKED:

PROJ. NO:

DRAWN:

SPECIFICATIONS

SHEET BOOK
23700 CLUBHOUSE DR., LAGUNA NIGUEL, CALIFORNIA 92677

EL NIGUEL COUNTRY CLUB
02-08-23

PLANTING& IRRIGATION DETAILS -
-
-
-
-
-
X
X
X
X
X
X

LANDSCAPE TO BE MAINTAINED BY OWNER
DISCRETIONARY REVIEW 3
MAINTENANCE FACILITY & TEE HOUSE 1 PER OWNERSHIP 9-11-23 PINNAClE
DE:SIGN COMPANY
NC'l'K
~H Sll'.,le PllOrnCTIOK
',OT!e TN G"SN1'P.M, NCl'T'JeS
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SOL= CCURS::
\ /
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' ' '
7 0 0
8 0 0
++ ++ ++
© VALVE
NO~K
IN~'l'.~I PT l!l~~Ci"I l'Ul~T
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BOX LAYOUT
';f,L\'t t«;x CCWh 'JU _,, .... _-~H ~lHHUUr,~,~~
~DII.

FLUSHll'C END '{ALVE ---------"
0 0

SELF FLUSH END VALVE

1. sr:cin;u~:ci IllRIGA~IOK PLAN IC DJA:::P.AMMATIC. fllfAl LOCATION or r1rn;G T,JLL 3E CETE:c!',!H;ED AT TIME OF DISTAL:.ATIQX IJAI'fl!NI ~llL -,ATRRA-S 3H~T.T. Im J[.ACRD I', SAMf 'rRRNCH WJ-G:N POS31F.",F IQCT'ME~7' rnG11'N II'" ?A\'ED AREAS Jc FOR DESIC:f CL4Rlf!CNI':OJ< GNLT AJ,1J SLOJ.l. BE IN,TALLIJ !IC ?L.',_'!TE:D .'.REAS.

2. l~~".\1.1. ,\I.I 1,[IIIIPl'l,:N'I .\~ Slli:,lN I~ JI, 1'~11~. ,\I.I. 1:QI. ~Ml,:h'I' lif~I:mFn 'll:'I' N~r SPS:CTFffD OJ< nHr DRAWlKG SH.IT.], m: l'ROVmFn EY THI IllRIGA~ION CON~P.ACTOR.

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,] SECTIC:'il DELETED

5. IRR!G.'.~IOJ< CON'rRIC~OR ~HALL 3E RE~POl\c'IBLE FOR PRO?ER 'NORIC'LA}ISHIP Dl~IJ<G INST_'lll,ITWN

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10. ,\r.- rnr:NLTl ~.\[TJiH.- ~on. STT,\TT. 7"F: ~rn,\K, rm:ll ()7 ROr.~c', TR! .. ~-1. :::LAS3, SOLV3NT AND U!,'.ElfT CO!ITA!t!EP.S AND RAGS. COKTRACTQR 3HALL cm!PACT ALL Iii.INCHES TO A JEJ;s]T'C EQCAL TC ~HE L1/D::l'~Uli.3EC SOIL £JD SHA:.L BE R3SP-JNS:ELE FOR BRINO::t!G- A~J• SETI':.ID ~RJlNCHIS BACK TO nf!Scl ~RADE.

CONTIACTOR SHA::..L F'.:.USE _,u;:_ PC'E um::; :'RIOR IO :JBTALLn;G SPR::m::.ER TI£13
LOIHllAC"IU~ S~~LI l~~··Al,I. Y~IM: HiJ.\fC A'' l-ll~.IJO: '.:·,fH l\l, EIFCTRIC V.~1.-,T" A.ND rnc;HT.T, A'!TT l)R~n; •:.~1.-,Ts A.S '!fCf~SXlff TO ?REV-I:JT LC>; HEAD DR.0,Jt;.'.GI 3:c!QSION OR DAM.'.CI.

NOTES
F LTE~
@
liiiJ
\
\
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p/c '
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41-0,:2;
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--1._5)
I lxl I

INSTALLATION
PIIHRJ
(';I IWl:;A1,.ll,l l').lll'MI\I 1,.;1NI 11_111
l!:JDCL /fl.

EHITTEF
FE~ S-j~J3
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co
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re-,~ rH i~0 rTH -ori; srrcruT1~%;.

DRIP EMITTER
,:,::~·r11,1::·10! ~11.0.1 ,11:.11_1~•· ,11. ~f'li.1~1,1.1:11~ O~I) '.',\ISi:~ ,'Oil J11r:P1m O>F:l' .. \Tlt.'! ,\hTJ WVS:R,lfaF 8P"!m-•:T.~"18 ,IJONr; 8TRRFT f1TR!ll!Cfa ,\hTJ IH1•;,:wArn ~H~I.I. Hf: ~~:I' H~CK -~ IMl:Hf.~. Al,I. ~I'll 11K ,l:li."-i C~AI I, HO:

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1 t°). l'INN.OC .I 1J1,:s1.;~ C0'.1 •;,t, Y, ~C. I~ MJ'I' l'.I Sl'Ofl~IIII.I: 1,lJI( 1,:,(ll()l(S I~ IPJST.ol.l ~rnrn II '1'11,:Y 11,w1,: NOT m:1,:N 111:'I.\INI I) nm m""!'HIT..\'rTON OllSfRVA'FON.
le. LANDSC_IJ'I COKTRAC'l'OR SHAU. REF'Eli. TO S?ECIPICA~IOKS ?O:l CETAIL3. 3~AN)AF.DS OF MATERIALS ;ti,lJ WOIEMAJ<SHIP.

SPIXIAL 1'0'_'.l:S
L NE'N :'REIS .illC RELCCATED OJ DlSTffG PM.MS COJ<TRACTOR SEAL!. l'-'U',]Jlc n,o UUUJJLLI;'; AT ·_·u~ UAOt U1" J.:ACU NJ.:,l 'JJU.£ Ol( ETITl'.JG PADJ (ETITCfG OR RELOCATED'!.

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:-; .\~\·w1,:rn 1•0~;:11111,: - ::(n!ll(,\r,•1·1:11 '10 Ill N rH:w ll(lc(;,\TIO~ ','1'111 I XIS'IIPW ·,.,1.v1,:s ,\Pm()! 1,1,\1~1. ~,,
gp11
□
7 7

I I I I I

SLEEVE INSTALLATION
• •
•
•
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1/~" JIH
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!-'.:?." _JJn
,lm/'!,\CUC~ ml.R,\S~ '.'.'i.T
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l<C'I
•
• • •
!,'.;.JN L~TBRAL IJICE
'lBRR CNT."(
1 11J R40 GPH
R41 TO :440 CPH
TNSTAT.- ~'TR rMTrRP. PRP. PT AJ<T {1:'ill.];:f'f' onERl'i!H N~Trn) AT rrr HTT r. S7lR or RACH JUNT.

Lilt ·_·u '_'llL _ll~ll (,/L.'.Nl'JJ'lti UJ' J.:MffHI\~. i>LL LMfflllh~ AJU Nl'"l' s-1~"\'iK m; 'IX~. TT ~TT,\!.- m nTm TRRTG~'rTON CONTTI.~fT0"1:'i P.RSPnNSTRTITTY ro CCN~11T.T iT-f r AN"l."CAPf ~~irrErT TO OllT~TK nHf A~Tl:AT. 'fl:li'lRR Ol" Pl.AN'T'S F\11i. TFI: PRO,:RCT I" 0-fAI.I. -H: 'l"-ff: IP.P.IG-~"10~ CO~'IP.,\C'l"OH'~ m.;;POflSIHll.l'l'Y 'I() ACCLl.\'l'C:Li :'!PL: 0111.: A...J. J,:MJ'J"_'Lll f!PC: j_:,:J,: Cl---'\Hl' jJ.0'iN ~-~ CD DRIP EMITTER LAYOUT TYP.
®
'-IC 0'C
-,1 A~' - r nnwri
(1) FCC !Iii~ 1,\/'\I fOI ") Pl Pf
~cc 4,: Ff Oli fl
3E TLBIIIC
>:r ';'R rs 'i Al\f: T IRll,I•~
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URF~C:: )'I'_ i'IE
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3. 1'12_1_1JE '.1; FLL'.:H ','ALiE AID '.ll P'lCS'.:LPC PCLICF '.'~L','E FER -liEE Jlil' \'!._',C .'c'SE\IEU

EXISTING TREE IRRIGATION
□
11111

WIRE CONNECTION
N
'/Al,'11,: 1;:J>. ::01u J n: l{A'IUI :iJl/1~:J~ J \(;
~011.
','AL'ULM _-j~Ll!:11' VALV~
\'JH INLI~
1/<" ~ULUULL 1U n<.: COUPLL!i
S8H ~0 PVC 'EC OR ELBOl'i
0-- CL!.:IS 200 PYC LATER.~~
)----,,-~'--
® AIR RELIEF VALVE
S'I'IlEET ELL

PURPLE CAP
' ' '
•
11:-SHl.T. SMALT. TA~ Tnf'lTTFYlt·G ------/~7
Iii ::l .. ~11,1111 'H'l'l,Ji LSI:

ELL

STRBT ELL
TR': (THREMlRD o;m,Rn)
I
~
L
' '
_, ___ ·.

QUICK COUPLER VALVE
moulton niguel water district
370365
310305
395
360355375
330325
350345
340
320
315
315
250
380375
330325
245240235230
355350
335
315310330
290285
350
270
260255
265
370365
340
345340
335330325320
325320
390385
335
325
325320
330325
325
300295310
340
320
330
300295
300
305
245240
365360
295290280
330325
290285290
285
290
287
320315320315
305300
295290
320
325320
225220220
215
335
325
315
365
360
360
340340
340
360
350350
325
280
250
230
395 380
340 335330
280
275
360
275
275240
345
340
340335
335
325
325
320325
320
320
310
310
285
290 290
330330
325
335
330
330
320
320
320
300
300
295
290290240
235225
310
305305
285285255
250
250
245
245
240
275
275
325
320
210
365
335
320
310 305
E
E
E
EEE
E
D
D
EE
EE
E
E
E
E
E
EE
EE
E
E
E
E
EE
EEE
E
EEEE
EE
E
EE
E
EE
E
EE
EEEE
E
E
E
EEEEEE
EEEEE
EE
E
E
EEE
E
EE
E
E E
E
E
E
E
EE
E
EEEE
E
EE
EEEE
E
EEE
EEE

EEEE EEE

E EEEEEE
E
E

EEE EEE E

E EEE EE EE
E
FHE
C
013
014
021
091
092
093
094
082
075
074
073
072
031
032
033
071065
064
063
062
061
053
052
051
034
041
042
043
044
012
095
025
022
081024
023
101
102
103
104
191
192
184
183
182
181
173111
112113
115
172
171
121
122123124
165
164163162161
131132133
155154153152151
141
082091
092093
094095
075
073074
032031
033
071072
034
062063
061
051052
053
041
042
044043
024023
022
012011
191101
102103
104
184
183182
181
173172
111112
113114
115122121
124123 165
163164161162
132131
141133
154153
171
192
114
021
014013
011
081
096097096
097
064065
155
P
xw
xw
xw
xwxw2
xw
xw
xw
xw
xw
xw
xw
xw
xw
xw
xw
xw
xw
xw
xw
xw
xw
xw
xwxwxw
xwxw
xw
xw
xw xw
xw
xw
xw xw
xw
xwxwxw
xw
xw
xwxw
xw
xw
11 218
MBF
151
152
xwxw
S
S
W
NON TURF54772NON TURF21074
NON TURF23896NON TURF3787
NON TURF8655NON TURF7439NON TURF4409
NON TURF65440
NON TURF1104
NON TURF68005NON TURF4153NON TURF8765
73,857
114,858133,250
8,892 109,827
102,00679,320
21,428
873944
1847
2613664170120332196
2690
143021211281
12351146398 1761
50510532438
2745943
2663
4536
3390
4498
4916
4631
73,127
20 8
xw
E
1237
9806882394
1901
13856353592606
1844608664
26222052
3524290910561403
2411
232650911232416
14222423574
1335
153617739761354
1568
1386113738240116071557
1316
3448502110,338
4341
4462
4148
3848
5872
4867
4508
4458
4132
8868651837147018551675
48224448
7780
4257
32744913
106,524
81,675
96,96225,106
116,983
83,823
4,703
100,104
4,089
12,442
103,523
47,522
96,530
025nco

XXXXXXXXX
XX
YS
YS
YS
YS
YS
YSYS

XXXXXXXXX
Re-grade andRe-set D.I. Maybe add D.I.

French Drain in Swale.

Add D.I.

Add D.I.

Add D.I.Add D.I.

Add D.I.

Add D.I.

Add D.I.Add D.I.

Add D.I.

Add 2 D.I.s
Add D.I.

Add D.I.Add 2 D.I.s
Add D.I.
1 2
3 45
6 7
8 9
10 1112131415 16 17
18 309308307
306
312
311
288
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
340330
360
335
345
355

PEDJPMPJ
PLANA-0.1TURF CARE FACILITYREPLACEMENT
EXISTING CLUBHOUSE(NO NEW WORK)210'-6"307'-11"
A-0.0

MRPAS NOTEDOVERALLSITE PLAN
Revisions
Title:Sheet No.

Consultants
Drawn By:Scale:MDR Ref. No.:Issue Date:

Laguna Niguel, CA 9267723700 Clubhouse Dr.New Turf Care Facility El Niguel Country Club Plan Check #:APN:
9511 Irvine Center Drivewww.mdrarchitects.com949 / 474-8188 VoiceIrvine, CA 92618Melzer Deckert & Ruder Architects, Inc. 659-011-37SP96-37A01MARK H. MELZERNO.C17918Ren. 9/30/23AAFOILOFCRINTASETTCARCHITEDESNECIL09-11-23, DISCRETIONARY REVIEW 3 1" = 400'-0"Overall Site Plan
NOTE:THE TURF CARE FACILITY IS ONLY ACCESSIBLE TO AUTHORIZEDGROUNDS KEEPING STAFF, WHOSE ACCESSIBLE PARKING ISPROVIDED WITHIN THE MAINTENANCE YARD SECURE FENCING ASSHOWN - THERE IS NO DISABLED ACCESS FROM THE PUBLIC WAYOTHER THAN BY GOLF CART. 8 (E) PUMP EQUIP'T - (N)

BUILDING OVER (E)

PUMPS - SEE SHEET
A-8.1
(N) COVERED

WASH AREA

RELOCATE (E) CHEMICAL

STORAGE SHEDS
NEW TRASH ENCLOSURE:
(4) 4 YARD DUMPSTERS &
(4) 64 GAL RECYCLE BINS
- SEE DETAIL 16/A-0.1
2 6
7 16' OPENING

SLIDING GATE

REALIGN
10' GATE

REALIGN
GATE
PARKING TALLY:
23 SPACES
1 IS ADA

VAN SPACE
4,800 SF
(N) OPERATIONS

BUILDING
6,912 SF
(N) VEHICLE

BUILDING
TEMP

PARKING
42'-0"

EXISTING

ELECTRICAL
GEAR
(N) CARPORT

STRUCTURE
(N) BALL

WASH SHED
25'-0"
120'-0"
65'-0"
144'-0"
2'-6"
26'-0"
10'-0"
40'-0"
48'-0"
25'-0"
18'-0"
25'-0"
18'-0"
(N) 7' HIGH CHAIN LINK

FENCE WITH GREEN

SCREEN FABRIC
217'-10" TO PROPERTY LINE
307'-11" TO PROPERTY LINE
(E) 12' WIDE FIRE

ACCESS ROAD
(D) BALL WASH SHED
VAN

ACCESSIBLE

ACCESSIBLE
ROUTE
BIKE
RACKS
(E) CHAIN LINK

FENCE TO REMAIN
(E) CHAIN LINK

FENCE TO
REMAIN
9'x18'

PARKING
SPACES
(E) FUELING
AREA
SEE SHEET A-1.1
SEE SHEET A-1.0
(E) FIRE

HYDRANT
2"
1'-3"
18'-8"
16'-0"
H2O RECYC
SYSTEM
PEDJ
PMP
J
(N) 7' HIGH CHAIN LINK

FENCE WITH GREEN

SCREEN FABRIC
HB
HB
(N) 7' HIGH CHAIN LINK

FENCE WITH GREEN

SCREEN FABRIC
HB
HB
3'-8"
26'-0"
16'-0"
16'-0"
12'-0"
44'-0"
1'-0"
A-0.1
MRP

AS NOTED

TURF CARE

FACILITY

SITE PLAN
Revisions
Title:

Sheet No.

Consultants
Drawn By:

Scale:

MDR Ref. No.:

Issue Date:

Laguna Niguel, CA 92677
23700 Clubhouse Dr.

New Turf Care Facility
El Niguel Country Club
Plan Check #:

APN:
9511 Irvine Center Drive
www.mdrarchitects.com
949 / 474-8188 Voice
Irvine, CA 92618
Melzer Deckert & Ruder Architects, Inc.
659-011-37
SP96-37A01
MARK H. MELZER
NO.C17918
Ren. 9/30/25
A
A
FO
IL
OF
C
R IN
TA S
ET
TC
ARCH
ITE

DESNECIL
09-11-23, DISCRETIONARY REVIEW 3
1" = 20'-0"
Maintenance Facility Site Plan
NOTE:

THIS PORTION OF THE GOLF COURSE IS ONLY ACCESSIBLE TO

AUTHORIZED GROUNDS KEEPING STAFF, WHO'S ACCESSIBLE

PARKING IS PROVIDED WITHIN THE MAINTENANCE YARD SECURE

FENCING AS SHOWN - THERE IS NO DISABLED ACCESS FROM THE PUBLIC WAY OTHER THAN BY GOLF CART.

NORTH
16 TRASH & RECYCLING ENCLOSURE
SCALE: x" = 1'-0"
16'-0"
18'-8"
7'-0"
3'-4"9'-4"3'-4"
SIDE Elevation
SCALE: 1/4" = 1'-0"
FRONT Elevation
SCALE: 1/4" = 1'-0"
Section
SCALE: 1/4" = 1'-0"
Floor Plan
SCALE: 1/4" = 1'-0"
8" THICK SOLID GROUT

INTEGRAL COLOR SPLIT

FACED CMU WALL - TOOLED

JOINTS - CLEAR

WATERPROOF SEALER

TOP OF SLAB AT HIGH

PERIMETER

RECYC RECYC

RECYC RECYC
REFUSE
REFUSE
8" THICK SOLID GROUT

INTEGRAL COLOR SPLIT

FACED CMU WALL - TOOLED

JOINTS - CLEAR

WATERPROOF SEALER
2x8 PTDF WALL BUMPER (3)
SIDES
4'-0"
4" THK. CONC SLAB ON GRADE

OVER SAND & VAPOR

BARRIER PER SOILS REPORT
6" CONC CURB (3) SIDES
REFUSE
REFUSE
2x8 PTDF WALL BUMPER (3)
SIDES

CONCRETE SCREEN WALL

FOUNDATION - SEE

STRUCTURAL
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DEMO EXISTING

BUILDING (SHOWN

DOTTED)
(D) CHAIN LINK

FENCE (SHOWN

DOTTED)
(D) CHAIN LINK
FENCE
(E) 12' WIDE FIRE

ACCESS ROAD

DEMO EXISTING

BUILDING (SHOWN

DOTTED)
(D) CONCRETE

WASH AREA
(SHOWN DOTTED)
(D) BALL WASH

STRUCTURE AND

CONCRETE PAD
(SHOWN DOTTED)
(D) TURF CARE

EQUIPMENT AND

LOW WALL
(SHOWN DOTTED)

RE-USE MODULAR

CHEMICAL

STORAGE SHED
(E) CHAIN LINK

FENCE TO REMAIN
(D) CONCRETE

AND ASPHALT

PAVING - TYPICAL(D) CMU

STORAGE BIN
(D) CMU
STOR. BIN
(D) CMU
STOR. BIN
(D) CMU
STOR. BIN
(D) CMU
STOR. BIN
(D) CONCRETE

AND ASPHALT

PAVING - TYPICAL
(E) PUMP HOUSE -
(D) WALLS / ROOF /

FOOTINGS ONLY -
(E) CONC. SLAB

AND EQUIP TO
REMAIN
(D) CHAIN LINK

FENCE (SHOWN

DOTTED)
(D) CHAIN LINK

FENCE (SHOWN

DOTTED)
(E) ELECTRICAL
GEAR

RE-USE MODULAR

CHEMICAL

STORAGE SHED
(E) FUELING AREA

TO REMAIN AND

PROTECT
(E) CHAIN LINK

FENCE TO
REMAIN
(D) 93'-2" CART PATH
SEE SHEET A-1.1
SEE SHEET A-1.0
(E) FIRE

HYDRANT
A-0.1D
MRP

AS NOTED

TURF CARE

FACILITY

SITE DEMO PLAN
Revisions
Title:

Sheet No.

Consultants
Drawn By:

Scale:

MDR Ref. No.:

Issue Date:

Laguna Niguel, CA 92677
23700 Clubhouse Dr.

New Turf Care Facility
El Niguel Country Club
Plan Check #:

APN:
9511 Irvine Center Drive
www.mdrarchitects.com
949 / 474-8188 Voice
Irvine, CA 92618
Melzer Deckert & Ruder Architects, Inc.
659-011-37
SP96-37A01
MARK H. MELZER
NO.C17918
Ren. 9/30/25
A
A
FO
IL
OF
C
R IN
TA S
ET
TC
ARCH
ITE

DESNECIL
09-11-23, DISCRETIONARY REVIEW 3
1" = 20'-0"
Maintenance Facility Site Demo Plan
NORTH
16 15
14 13 17
18 19
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1 3 4 5 6 7
A
B
C
120'-0"
4"11'-8"24'-0"24'-0"24'-0"24'-0"
40'-0"
8"19'-4"19'-4"8"
A/V
105

KITCHEN
108
UNISEX
TOILET
106
UNISEX
TOILET
103
UNISEX
TOILET
102
14'-10"
11 12
13 14
15 REF
T
U S
SH
T
S
T
U S
OL
FE

LOCKERS
104
2 11'-8"4"
ADMIN
101
SUPER
OFFICE
107

TRAINING
109
OFFICE
110
PARTS
111
SHOP
112

GRINDING
113
DW
MW
1 2
345
6 10
7 8 9
16 17
18 19
A
B
CC
A
W/H
CLOSET
114
A
#
X
#
X
#
X
#
X
#
X
#
X
#
X
#
X
#
X
#
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#
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#
X
#
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#
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#
X
#
X
#
X
#
X
#
X #
X
#
X
#
X
1 3 4 5 6 7
A
B
C
2 7/8:12 ROOF
PITCH
7/8:12 ROOF
PITCH

AS NOTED
ALS
TURF CARE BLDG.

FLOOR PLAN &

ROOF PLAN
A-1.0
Revisions
Title:

Sheet No.

Consultants
Drawn By:

Scale:

MDR Ref. No.:

Issue Date:

Laguna Niguel, CA 92677
23700 Clubhouse Dr.

New Turf Care Facility
El Niguel Country Club
Plan Check #:

APN:
9511 Irvine Center Drive
www.mdrarchitects.com
949 / 474-8188 Voice
Irvine, CA 92618
Melzer Deckert & Ruder Architects, Inc.
659-011-37
SP96-37A01
MARK H. MELZER
NO.C17918
Ren. 9/30/23
A
A
FO
IL
OF
C
R IN
TA S
ET
TC
ARCH
ITE

DESNECIL
09-11-23, DISCRETIONARY REVIEW 3
1DESIGN-BUILD STEEL SHELL BUILDING
- SEE SHELL BUILDING DRAWINGS

AND SPECS
Floor Plan Keynotes:
7BARRIER FREE HI-LO DRINKING

FOUNTAIN WITH BARRIERS FOR

PEDESTRIAN PROTECTION PER CBC
11B-602.9 - SEE 13/A-9.1 AND
PLUMBING DRAWINGS 2PROVIDE 3-5/8" x 20 GA. METAL STUD
WALL FRAMING AT 16" ON CENTER (AT

EXTERIOR SHELL OF CONDITIONED
SPACES USE R-15 BATT INSULATION
AND 5/8" GYP. BOARD INTERIOR FACE
ONLY) - SEE DETAILS 12, 15 & 20 ON
SHEET A-7.1
3MIN. 6" THICK, 3000 PSI CONCRETE

SLAB (SHOWN HATCHED) TO BE FREE

OF SLAB EDGE, SEAMS, EXPANSION
JOINTS, ETC. FOR PLACEMENT OF
VEHICLE / EQUIPMENT LIFT. VERIFY

AND COORDINATE SIZE AND

LOCATION WITH OWNER'S

REPRESENTATIVE AND LIFT

MANUFACTURER
4KITCHEN BASE CABINETS,

COUNTERTOP AND UPPERS - ALL LAM

PLASTIC FINISHES, FACE FRAME

FLUSH OVERLAY ECONOMY GRADE,

MELAMINE INTERIORS
52-TIER METAL LOCKERS (POWDER

COAT LIGHT GRAY) SECURELY

FASTENED TO WALL - THIS IS NOT A

DRESSING OR FITTING AREA SO

BENCH SEATING IS NOT REQUIRED
6EMERGENCY EYE WASH - SEE

PLUMBING DRAWINGS
1/8" = 1'-0" 4,800 S.F.

Floor Plan

PROJECT
NORTH
TRUE
NORTH
1/8" = 1'-0"
Roof Plan
Plan Notes:

1. "FINISHED FLOOR" ELEVATIONS ARE TO TOP OF FLOOR FINISH.

2. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CURB,

GRIDLINE, AND CENTER OF OPENING UNLESS NOTED
OTHERWISE.

3. SEE CIVIL DRAWINGS FOR GRADES & HARDSCAPE
ELEVATIONS ADJACENT TO BUILDINGS.

4. CONTRACTOR TO PROVIDE MAXIMUM OCCUPANT CAPACITY

SIGNS IN ACCORDANCE WITH BUILDING CODE AND FIRE

DEPARTMENT REQUIREMENTS FOR EACH ROOM REQUIRING
SIGNS.

5. CONTRACTOR TO PROVIDE SOLID BACKING CONCEALED

BEHIND GYPSUM BOARD FOR ALL GRAB BARS, WALL

MOUNTED MILLWORK, ARTWORK, EQUIPMENT, MIRRORS,
FURNISHINGS, ETC. REQUIRING WALL ANCHORAGE OR
SUPPORT.

6. SEE SHEET A9.0 FOR DISABLED ACCESS DETAILS AND

STANDARDS, WHICH SHALL APPLY TYPICALLY TO ALL
APPLICABLE CONDITIONS.

7. REFER TO SHEET A-7.1 FOR ROOM FINISH SCHEDULES. ALL
WALLS FINISHES ARE PAINTED U.N.O. AND SHALL CONFORM
W/ 2016 CBC FIRE-CLASS RATINGS. ALSO REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.

8. REFER TO SHEET A-7.1 FOR DOOR AND WINDOW SCHEDULES.

ALL INTERIOR DOORS ARE HOLLOW METAL, U.N.O.

9. REFER TO PLUMBING AND ELECTRICAL DRAWINGS FOR
UNDER SLAB UTILITIES.

10. PROVIDE SHOP DRAWINGS FOR ECONOMY GRADE CASEWORK
AT KITCHEN.

11. PROVIDE VAPOR BARRIER AND SAND OVER PAD PER
GEOTECHNICAL REPORT. REFER TO CIVIL DRAWINGS FOR
GRADES + ELEVATIONS. OCCURS FOR ENTIRE BUILDING SLAB
AREA.

12. SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREAS

SHALL BE DESIGNED SO THAT INDIVIDUALS WITH DISABILITIES CAN APPROACH, ENTER, AND EXIT THE WORK AREA.

COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK
AREAS SHALL COMPLY WITH 2016 CBC 11B-402.2.

13. SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREAS
SHALL ONLY BE REQUIRED TO COMPLY WITH 2016 CBC
11B-302, 11B-303, 11B-404.2.3, 11B-207.1, AND 11B-215.3.

COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE
WORKSTATIONS SHALL COMPLY WITH 2016 CBC 11B-206.2.8.
(2016 CBC 11B-203.9).
1ACRYLIC ALUMINUM SELF-FLASHING

SKYLIGHT ON ROOF CURB - SEE

STEEL BUILDING DRAWINGS
Roof Plan Keynotes:
-NOT
USED
2ACRYLIC ALUMINUM SELF-FLASHING

SKYLIGHT ON ROOF CURB - SEE

STEEL BUILDING DRAWINGS
Legend:
36" MINIMUM CLEAR

EXIT ROUTE

ILLUMINATED EXIT SIGN (ARROW

DENOTES DIRECTION OF EXIT
ROUTE)
TACTILE EXIT SIGN; SEE DETAIL
19/A-0.0

OCCUPANT LOAD SIGN - SEE
DETAIL 19/A-0.0
E
OL
TACTILE EXIT ROUTE SIGN; SEE
DETAIL 19/A-0.0
ER

PANIC HARDWAREPH

NON LATCHING DOORNL

OCCUPANT LOAD AT THAT

PARTICULAR POINT ALONG THE

EXIT ROUTE
##

FIRE EXTINGUISHERFE
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□
□
□
□
□
□
□
□
Ill
~ ---;
□
□
1 2 3 4 5 6
A
B
C
7 101

STORAGE
CART
102

STORAGE

EQUIPMENT
144'-0"
48'-0"
23'-8"23'-0"23'-0"25'-0"25'-0"23'-8"4" 4"
1 2
5678910
11 12
3 28 CARTS
1 2 3 4 5 6
A
B
C
7 7/8:12 ROOF
PITCH
7/8:12 ROOF
PITCH

AS NOTED
ALS
STORAGE BLDG.

FLOOR PLAN &

ROOF PLAN
A-1.1
Revisions
Title:

Sheet No.

Consultants
Drawn By:

Scale:

MDR Ref. No.:

Issue Date:

Laguna Niguel, CA 92677
23700 Clubhouse Dr.

New Turf Care Facility
El Niguel Country Club
Plan Check #:

APN:
9511 Irvine Center Drive
www.mdrarchitects.com
949 / 474-8188 Voice
Irvine, CA 92618
Melzer Deckert & Ruder Architects, Inc.
659-011-37
SP96-37A01
MARK H. MELZER
NO.C17918
Ren. 9/30/23
A
A
FO
IL
OF
C
R IN
TA S
ET
TC
ARCH
ITE

DESNECIL
09-11-23, DISCRETIONARY REVIEW 3
1DESIGN-BUILD STEEL SHELL BUILDING
- SEE SHELL BUILDING DRAWINGS

AND SPECS
Floor Plan Keynotes:
7BARRIER FREE HI-LO DRINKING

FOUNTAIN WITH BARRIERS FOR

PEDESTRIAN PROTECTION PER CBC
11B-602.9 - SEE 13/A-9.1 AND
PLUMBING DRAWINGS 2PROVIDE 3-5/8" x 20 GA. METAL STUD
WALL FRAMING AT 16" ON CENTER (AT

EXTERIOR SHELL OF CONDITIONED
SPACES USE R-15 BATT INSULATION
AND 5/8" GYP. BOARD INTERIOR FACE
ONLY) - SEE DETAILS 12, 15 & 20 ON
SHEET A-7.1
3MIN. 6" THICK, 3000 PSI CONCRETE

SLAB (SHOWN HATCHED) TO BE FREE

OF SLAB EDGE, SEAMS, EXPANSION
JOINTS, ETC. FOR PLACEMENT OF
VEHICLE / EQUIPMENT LIFT. VERIFY

AND COORDINATE SIZE AND

LOCATION WITH OWNER'S

REPRESENTATIVE AND LIFT

MANUFACTURER
4KITCHEN BASE CABINETS,

COUNTERTOP AND UPPERS - ALL LAM

PLASTIC FINISHES, FACE FRAME

FLUSH OVERLAY ECONOMY GRADE,

MELAMINE INTERIORS
52-TIER METAL LOCKERS (POWDER

COAT LIGHT GRAY) SECURELY

FASTENED TO WALL - THIS IS NOT A

DRESSING OR FITTING AREA SO

BENCH SEATING IS NOT REQUIRED
6EMERGENCY EYE WASH - SEE

PLUMBING DRAWINGS
1/8" = 1'-0" 6,912 S.F.

Floor Plan

PROJECT
NORTH
TRUE
NORTH
1/8" = 1'-0"
Roof Plan
Plan Notes:

1. "FINISHED FLOOR" ELEVATIONS ARE TO TOP OF FLOOR FINISH.

2. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CURB,

GRIDLINE, AND CENTER OF OPENING UNLESS NOTED
OTHERWISE.

3. SEE CIVIL DRAWINGS FOR GRADES & HARDSCAPE
ELEVATIONS ADJACENT TO BUILDINGS.

4. CONTRACTOR TO PROVIDE MAXIMUM OCCUPANT CAPACITY

SIGNS IN ACCORDANCE WITH BUILDING CODE AND FIRE

DEPARTMENT REQUIREMENTS FOR EACH ROOM REQUIRING
SIGNS.

5. CONTRACTOR TO PROVIDE SOLID BACKING CONCEALED

BEHIND GYPSUM BOARD FOR ALL GRAB BARS, WALL

MOUNTED MILLWORK, ARTWORK, EQUIPMENT, MIRRORS,
FURNISHINGS, ETC. REQUIRING WALL ANCHORAGE OR
SUPPORT.

6. SEE SHEET A9.0 FOR DISABLED ACCESS DETAILS AND

STANDARDS, WHICH SHALL APPLY TYPICALLY TO ALL
APPLICABLE CONDITIONS.

7. REFER TO SHEET A-7.1 FOR ROOM FINISH SCHEDULES. ALL
WALLS FINISHES ARE PAINTED U.N.O. AND SHALL CONFORM
W/ 2016 CBC FIRE-CLASS RATINGS. ALSO REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.

8. REFER TO SHEET A-7.1 FOR DOOR AND WINDOW SCHEDULES.

ALL INTERIOR DOORS ARE HOLLOW METAL, U.N.O.

9. REFER TO PLUMBING AND ELECTRICAL DRAWINGS FOR
UNDER SLAB UTILITIES.

10. PROVIDE SHOP DRAWINGS FOR ECONOMY GRADE CASEWORK
AT KITCHEN.

11. PROVIDE VAPOR BARRIER AND SAND OVER PAD PER
GEOTECHNICAL REPORT. REFER TO CIVIL DRAWINGS FOR
GRADES + ELEVATIONS. OCCURS FOR ENTIRE BUILDING SLAB
AREA.

12. SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREAS

SHALL BE DESIGNED SO THAT INDIVIDUALS WITH DISABILITIES CAN APPROACH, ENTER, AND EXIT THE WORK AREA.

COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK
AREAS SHALL COMPLY WITH 2016 CBC 11B-402.2.

13. SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREAS
SHALL ONLY BE REQUIRED TO COMPLY WITH 2016 CBC
11B-302, 11B-303, 11B-404.2.3, 11B-207.1, AND 11B-215.3.

COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE
WORKSTATIONS SHALL COMPLY WITH 2016 CBC 11B-206.2.8.
(2016 CBC 11B-203.9).
1ACRYLIC ALUMINUM SELF-FLASHING

SKYLIGHT ON ROOF CURB - SEE

STEEL BUILDING DRAWINGS
Roof Plan Keynotes:
-NOT
USED
2ACRYLIC ALUMINUM SELF-FLASHING

SKYLIGHT ON ROOF CURB - SEE

STEEL BUILDING DRAWINGS
Legend:
36" MINIMUM CLEAR

EXIT ROUTE

ILLUMINATED EXIT SIGN (ARROW

DENOTES DIRECTION OF EXIT
ROUTE)
TACTILE EXIT SIGN; SEE DETAIL
19/A-0.0

OCCUPANT LOAD SIGN - SEE
DETAIL 19/A-0.0
E
OL
TACTILE EXIT ROUTE SIGN; SEE
DETAIL 19/A-0.0
ER

PANIC HARDWAREPH

NON LATCHING DOORNL

OCCUPANT LOAD AT THAT

PARTICULAR POINT ALONG THE

EXIT ROUTE
##

FIRE EXTINGUISHERFE
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□
□
350
355
360
365
370
375
340
345
330
335
320
325
310
315
380
385
390
395
400
405
350
355
360
365
370
375
340
345
330
335
320
325
310
315
380
385
390
395
400
405

PROPERTY LINE
(N) FENCE (N) FENCE
HOLE #10
319'-2"

MAINTENANCE YARD
168'-6"
HOLE #18
193'-8"
16'-0"
MAX.
(E) RESIDENTIAL BLDG. (E) RESIDENTIAL BLDG.
(D)
MAINT.

BLDG.
(D) MAINT.

BLDG.
(N)

MAINTENANCE

BUILDING
(N)

MAINTENANCE

BUILDING
(E) SERVICE YARD
(N) FENCE
(N) FENCE

PROPERTY LINE PROPERTY LINE

PROPERTY LINE
(E)

RESIDENTIAL

BUILDING
(E)

RESIDENTIAL
BUILDINGHOLE #10HOLE #18
AREA WITHIN FENCE:
53242.5 SQ. FT.
122'-8"52'-0"
360'-1"
174'-8"
A-2.1
SYY

AS NOTED

TURF CARE

FACILITY

SITE SECTION
Revisions
Title:

Sheet No.

Consultants
Drawn By:

Scale:

MDR Ref. No.:

Issue Date:

Laguna Niguel, CA 92677
23700 Clubhouse Dr.

New Turf Care Facility
El Niguel Country Club
Plan Check #:

APN:
9511 Irvine Center Drive
www.mdrarchitects.com
949 / 474-8188 Voice
Irvine, CA 92618
Melzer Deckert & Ruder Architects, Inc.
659-011-37
SP96-37A01
MARK H. MELZER
NO.C17918
Ren. 9/30/23
A
A
FO
IL
OF
C
R IN
TA S
ET
TC
ARCH
ITE

DESNECIL
09-11-23, DISCRETIONARY REVIEW 3
SCALE: 1/32" = 1'-0"
Maintenance Facility Site Plan & Site Section
NORTH
' ' '\
'
.______ - ---
' '\
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' '
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~~----,1--------------~-~----~-----i
H.P. ROOF
+16'-0"
FIN. FLR.
+0'-0"
H.M. DOOR
26GA CORRUGATED
STEEL WALL PANELS 754321 A
A-3.0
B
A-3.0 6
ALUM.

WINDOW
STEEL

ROLL-UP
DOOR
H.P. ROOF
+16'-0"
FIN. FLR.
+0'-0"
L.P. ROOF
+14'-6"
PITCH
12 7/8
26GA CORRUGATED

STEEL PANELS
AC B
H.P. ROOF
+16'-0"
FIN. FLR.
+0'-0"
L.P. ROOF
+14'-6"
PITCH
12 7/8

METAL ROOF AND WALL
PANELS o/ STEEL STRUCTURE

BY STEEL BUILDING

CONTRACTOR
6" CONCRETE

SLAB ON GRADE
AC B
OFFICE
111
SHOP
110
R-30 INSULATION AT

ROOF BY STEEL

BUILDING CONTRACTOR -
R-19 INSULATION AT

PERIMETER WALLS OF

ALL CONDITIONED
SPACES
H.P. ROOF
+16'-0"
FIN. FLR.
+0'-0"
L.P. ROOF
+14'-6"
7 6 5 4 3 2 1
H.P. ROOF
+16'-0"
FIN. FLR.
+0'-0"
L.P. ROOF
+14'-6"
26GA CORRUGATED

STEEL PANELS
A CB
PITCH
12 7/8
AC B
SHOP
110
H.P. ROOF
+16'-0"
FIN. FLR.
+0'-0"
L.P. ROOF
+14'-6"
METAL ROOF PANELS o/

STEEL STRUCTURE BY STEEL

BUILDING CONTRACTOR
6" CONCRETE

SLAB ON GRADE
PITCH
12 7/8

AS NOTED
ALS
TURF CARE BLDG.

ELEVATIONS &

SECTIONS
A-3.0
Revisions
Title:

Sheet No.

Consultants
Drawn By:

Scale:

MDR Ref. No.:

Issue Date:

Laguna Niguel, CA 92677
23700 Clubhouse Dr.

New Turf Care Facility
El Niguel Country Club
Plan Check #:

APN:
9511 Irvine Center Drive
www.mdrarchitects.com
949 / 474-8188 Voice
Irvine, CA 92618
Melzer Deckert & Ruder Architects, Inc.
659-011-37
SP96-37A01
MARK H. MELZER
NO.C17918
Ren. 9/30/23
A
A
FO
IL
OF
C
R IN
TA S
ET
TC
ARCH
ITE

DESNECIL
09-11-23, DISCRETIONARY REVIEW 3

SECTION
SCALE: 1/4" = 1'-0"A

EAST ELEVATION
SCALE: 1/8" = 1'-0"1

SOUTH ELEVATION
SCALE: 1/8" = 1'-0"3

NORTH ELEVATION
SCALE: 1/8" = 1'-0"4

WEST ELEVATION
SCALE: 1/8" = 1'-0"2

SECTION
SCALE: 1/4" = 1'-0"B
y y
-
'
'
i ___ _______,_ ____ _
y y
'
Ill II/
IIIIII IIIII I IIII IIII I IIII I Ill lllll 111111111111111111111111 .J
IIIIII IIIII I IIII IIII I IIII I Ill 111111111111111111111111111111 'I ' ' '
11 Ill' '
II I Ill
11 '
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II
/J
~"" I " /
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111111
'
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',
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'
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y y 0 0 0 y y
----_______,__ --- -
' '
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1 ' '
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1 1
1 Ell
'
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1:
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----~ ---
-------~ ---
y y 0 y
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--------c ' . - - - - ----~
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Ill II
111 11
:11 1:

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'11 1'
' '
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' "' "'
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,/·---.\
-------------1: I
''-..... __ /'
9 0 0 9 0 9
/
-
--

I I I I
1:-
.-.... ,.··. ;; ;_ '
H.P. ROOF
+16'-0"
FIN. FLR.
+0'-0"
H.M. DOOR
26GA CORRUGATED

STEEL WALL PANELS
754321 A
A-3.0
L.P. ROOF
+14'-2"
B
A-3.0 6
STEEL

ROLL-UP
DOOR
C
A-3.0
7'-3"
HEADER

LOUVER WITH INSECT

SCREEN (PREP, PRIME

AND PAINT)

METAL ROOF PANELS
L.P. ROOF
+14'-2"
FIN. FLR.
+0'-0"
H.P. ROOF
+16'-0"
PITCH
12 26GA CORRUGATED

STEEL PANELS
AC B
7/8
H.P. ROOF
+16'-0"
FIN. FLR.
+0'-0"
7 6 5 4 3 2 1
10'-0"
7'-0"
10'-0"
H.P. ROOF
+16'-0"
FIN. FLR.
+0'-0"
L.P. ROOF
+14'-2"
26GA CORRUGATED

STEEL PANELS
A CB
PITCH
12 7/8
CA B

EQUIPMENT

STORAGE
102
H.P. ROOF
+16'-0"
FIN. FLR.
+0'-0"
L.P. ROOF
+14'-2"
METAL ROOF PANELS o/

STEEL STRUCTURE BY STEEL

BUILDING CONTRACTOR
6" CONCRETE

SLAB ON GRADE
PITCH
12 7/8
10'-0"
C
B.O. ROOF
+14'-2"
(2) ADJUSTABLE

SHELVES
±4'-9 1/2"
3'-6"

FUTURE CATWALK RACK

STORAGE SYSTEM, BY

OWNER, UNDER SEPARATE
PERMIT, DESIGN/BUILD BY:

CONVEYOR & STORAGE
SOLUTIONS, INC. (714) 769-6388
OR EQ.

BRACING AS

REQUIRED

BRACING AS

REQUIRED

POST AS

REQUIRED
42" HIGH

GUARDRAIL

OPEN GRATING
(OR EQ.)

PLATFORM
H.P. ROOF
+16'-0"
FIN. FLR.
+0'-0"

METAL ROOF AND
WALL PANELS o/

STEEL STRUCTURE

BY STEEL BUILDING

CONTRACTOR
A
10'-0"
L.P. ROOF
+14'-2"
C
10'-0"

AS NOTED
ALS
STORAGE BLDG.

ELEVATIONS &

SECTIONS
A-3.1
Revisions
Title:

Sheet No.

Consultants
Drawn By:

Scale:

MDR Ref. No.:

Issue Date:

Laguna Niguel, CA 92677
23700 Clubhouse Dr.

New Turf Care Facility
El Niguel Country Club
Plan Check #:

APN:
9511 Irvine Center Drive
www.mdrarchitects.com
949 / 474-8188 Voice
Irvine, CA 92618
Melzer Deckert & Ruder Architects, Inc.
659-011-37
SP96-37A01
MARK H. MELZER
NO.C17918
Ren. 9/30/23
A
A
FO
IL
OF
C
R IN
TA S
ET
TC
ARCH
ITE

DESNECIL
09-11-23, DISCRETIONARY REVIEW 3

SECTION
SCALE: 1/4" = 1'-0"A

EAST ELEVATION
SCALE: 1/8" = 1'-0"1

SOUTH ELEVATION
SCALE: 1/8" = 1'-0"3

NORTH ELEVATION
SCALE: 1/8" = 1'-0"4

WEST ELEVATION
SCALE: 1/8" = 1'-0"2

SECTION
SCALE: 1/4" = 1'-0"B

SECTION
SCALE: 1/2" = 1'-0"C
y
-
'·\\/
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-
/!
;.-
I/ ;
'
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'
>: . -+-----tt--
f-<
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•· _., .. ,
9 9 ~ 9 r ' ' ' -------
111111 1111 111111111111111 I II 111 11111 111111 111111111 1111111 1111 111111 111111111 111 I IV
:1
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'I :1
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' ' '
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9 9 9
' ' ' ---------
'1
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:1 ' '
'1 ' '
II I I
:1 ' ' ' ' ' ------
' ' ' ' ' '
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9 9 9
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-.,,.. - - - - -ii-~~~~~0=~~X1 --- --- --- --------r+--"': -. -t--~---r--=r-t:,<:--·,-= ----~- : ,r
I
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y
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0 y
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100
SHED

BALL WASH
10'-0"
12'-0"
6'-0" 6'-0"
1 +48"
+48"
+48" 2
3 2'-0"
4 7
3:12
PITCH
3:12
PITCH
1'-6"
1'-6"
56 8'-1"
PITCH
12 3
1 7
2 3
8 9
10 11

TOP PLATE
T.O. SLAB
8'-1"
1 7
2 3
5 6
PITCH
12 3

TOP PLATE
T.O. SLAB
1 7
2 3
1 7
2 3
4x4
A-8.0
MRP

AS NOTED

BALL WASH BLDG

PLANS, SECTION,

ELEVATIONS
Revisions
Title:

Sheet No.

Consultants
Drawn By:

Scale:

MDR Ref. No.:

Issue Date:

Laguna Niguel, CA 92677
23700 Clubhouse Dr.

New Turf Care Facility
El Niguel Country Club
Plan Check #:

APN:
9511 Irvine Center Drive
www.mdrarchitects.com
949 / 474-8188 Voice
Irvine, CA 92618
Melzer Deckert & Ruder Architects, Inc.
659-011-37
SP96-37A01
MARK H. MELZER
NO.C17918
Ren. 9/30/23
A
A
FO
IL
OF
C
R IN
TA S
ET
TC
ARCH
ITE

DESNECIL
09-11-23, DISCRETIONARY REVIEW 3
19 20
13 14
15 16

CHEMICAL SHED AREA

SECTION
SCALE: 3/8"=1'-0"
17'-3"
2'-6"

AC PAVING

OVER BASE -

SEE CIVIL

SLOPE PER CIVIL
SLOPE ROOF: 1/2" PER FT.
13'-6" MIN

FRAMING PER

STRUCTURAL
21'-0"
21'-0"
3 EQ. BAYS
26'-0"
2 EQ. BAYS

ROOF PLAN (NO SCALE)
16 A-8.0
15 A-8.0

CONCRETE FOOTING - SEE

STRUCTURAL

SEE STRUCTURAL
2"1'-6"
2"1'-6"
CONC. SLAB (SEE

STRUCTURAL) SLOPE TO

DRAIN PER CIVIL

SLAB GRADE PREP PER

GEOTECH REPORT

LIGHTING - SEE

ELECTRICAL (CONCEAL

CONDUIT BEHIND FLANGE

OF STEEL)

ELECTRICAL CONDUIT

THROUGH CONCRETE

SONO TUBE COLUMN -

COORDINATE WITH

STRUCTURAL
STL. COLUMN / BEAM
CONC. SONO TUBE COLUMN /
FOOTING (SLOPE TOP 1/2") - SEE

STRUCTURAL

METAL DECK PER STRUCTURAL

CLEAR WATERPROOF
SEALER

CONTINUOUS SEALANT

AT STEEL PENETRATION

ADJACENT BUILDING SHOWN
DOTTED

RE-USE (E)

CHEMICAL

SHEDS (SHOWN

DOTTED)
STL. COLUMN / BEAM
SLOPE ROOF: 1/2" PER FT.
11'-6"

FRAMING PER STRUCTURAL

METAL DECK PER STRUCTURAL

AC PAVING OVER BASE,

SLOPE AWAY FROM

WASH AREA - SEE CIVIL

SLOPE PER CIVIL
16'-0"
16 A-8.0
2"12'-0"
2" AC BERM - SEE CIVIL

LIGHTING - SEE

ELECTRICAL (CONCEAL

CONDUIT BEHIND FLANGE

OF STEEL)

WASH / FUEL AREA CANOPY - SECTION VIEW
SCALE: 3/8" = 1'-0"
2"

SLOPE PER CIVIL
CONC. SLAB (SEE STRUCTURAL)

SLOPE AT WASH AREA, BROOM

FINISH IN DIRECTION OF DRAIN

CLEAR WATERPROOF SEALER

CONTINUOUS SEALANT

AROUND STEEL

PENETRATION (TYPICAL)
11'-0" MIN

CONCRETE SONO TUBE

COLUMN / FOOTING (SLOPE
TOP 1/2") - SEE

STRUCTURAL
2'-6"

ELECTRICAL CONDUIT THROUGH

CONCRETE SONO TUBE COLUMN -

COORDINATE WITH STRUCTURAL

CONCRETE FOOTING - SEE

STRUCTURAL

NO SCALE

WELDING DETAIL

STEEL BEAM

STEEL COLUMN
STEEL PLATE EA. SIDE
OR

STEEL CHANNEL

STEEL BEAM TO PREP, PRIME

STEEL CHANNEL

1. PREP, PRIME AND PAINT
ALL METAL, TYP.

2. SEE STRUCTURAL
DRAWINGS (SEE SHEET S-3
or 134 of 181)
NOTES:

UPTURNED FLUTE, TYP. ON SIDES
METAL DECK, TYP.

SPOT WELT TO BEAM
METAL DECK, TYP. SPOT

WELT TO BEAM PER
STRUCTURAL (SEE SHEET S-3
or 134 of 181)

UPTURNED FLUTE,
TYP. ON SIDES
METAL DECK - 2" OVERHANG
AT RAKE, TYP.
2"
2"

SEE SECTION

AND PAINT

STEEL BEAM TO PREP, PRIME

AND PAINT
1 1/2" HOLE FOR ELECTRICAL

CONDUIT
6 1/2"
6 1/2"

STEEL BEAM
2"

STEEL COLUMN
CAP. PLATE W/ BOLTS

PER STRUCTURAL (SEE
SHT. S-7, OR 138 of 181)
2"

METAL DECK,
2" OVERHANG TYP.
12x6 WOOD WALL STUDS AT 16" O.C.

WITH 1/2" PLYWOOD SHEATHING ALL

AROUND - SEE EXTERIOR

ELEVATIONS FOR FINISHES (NO

INTERIOR SHEATHING)
Plan Keynotes:
24" THICK CONCRETE SLAB ON GRADE
WITH #4 REBAR AT 18" O.C. E.W. (WIRE

TIE) - SEE STRUCTURAL FOR

CONCRETE SPEC
35/8" PLYWOOD SHELVES AT +36" &
+60" WITH 2x4 FRAMING / BRACKETS
AT 32" O.C.
4LINE OF ROOF OVERHANG ABOVE

SHOWN DOTTED
5METAL ROOF PANELS (TO MATCH

TURF CARE BUILDING) OVER ROOFING

UNDERLAYMENT (PROVIDE ALL

ACCESSORIES AND TERMINATIONS

FOR WEATHER-TIGHT INSTALLATION)
6LINE OF EXTERIOR WALL BELOW

SHOWN DOTTED
7POWER RECEPTACLES, LIGHTING

AND CONTROLS (AUTO-OFF

OCCUPANCY SENSOR) - SUBMIT FOR

ARCHITECT'S ACCEPTANCE
1 Elevs & Sections:

METAL ROOF PANELS (TO MATCH

TURF CARE BUILDING) OVER ROOFING

UNDERLAYMENT (PROVIDE ALL

ACCESSORIES AND TERMINATIONS

FOR WEATHER-TIGHT INSTALLATION)
2METAL SIDING (TO MATCH TURF CARE

BUILDING) OVER BUILDING PAPER
(PROVIDE ALL ACCESSORIES AND

TERMINATIONS FOR WEATHER-TIGHT

INSTALLATION)
3 4

SAC SMOOTH AND PAINT EXPOSED

CONCRETE SLAB EDGE
5 14x5 ALUMINUM LOUVER WITH INSECT
SCREEN

DOOR - SEE DOOR SCHEDULE
624 GA. G.I. FLASHING - SEE DOOR

HEAD DETAIL
72x4 CEDAR FASCIA (HEAVY BODY
STAIN)
8SHAPED RAFTER TAILS TO PREP,

PRIME AND PAINT
94" THK. CONCRETE SLAB ON GRADE
WITH #4 REBAR AT 18" O.C. E.W. - SEE

STRUCTURAL FOR CONCRETE SPEC
104x10 RIDGE BEAM TO GANG STUD

WITH POST CAP CONNECTOR
112x8 RAFTERS AT 16" O.C. TO TOP

PLATE AND RIDGE BEAM WITH METAL

CONNECTORS
1/4" = 1'-0"
Building SectionA1/4" = 1'-0"
Exterior Elevation1
1/4" = 1'-0"
Exterior Elevation21/4" = 1'-0"
Exterior Elevation3
1/4" = 1'-0"
Floor Plan
1/4" = 1'-0"
Roof Plan
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2'-10"
5'-4"4'-0"

OPENING
8'-0" OPENING
2 1
3 3
45 5
6 3:12 PITCH 3:12 PITCH
RIDGE
1 23'-10" 3'-2"
27'-0"
20'-11 1/2"6'-0 1/2"
27'-0"
2'-0"23'-0" (E) SLAB TO REMAIN2'-0"
23'-0" (E) SLAB TO REMAIN 2'-0"2'-0"
2 1
3 A-8.1
4 A-8.1
2 A-8.1
1 A-8.1
A
A-8.1
1 1
1 22
2 2
3 7'-5" CURB OPENING
4 4
5 5
2'-4"
(D)
2'-0"
(D)
2'-0"
(D)
2'-0"
(D)
2'-0"
23'-0"
23'-0"1
1 2
2 2
2 3
3 4
8'-1"
PITCH
12 3

TOP PLATE
FIN. FLOOR
1 2
3 4
5 6
7 8
8'-1"
PITCH
12 3
10'-6"

TOP PLATE
FIN. FLOOR
13'-0"
1 2
3 4
8'-1"
7'-1"

TOP PLATE
DOOR
HEADER
FIN. FLOOR
1 2
4 6
8'-1"

TOP PLATE
FIN. FLOOR
1 2
4 5 5
12'-8"
8'-1"
7'-1"
10'-6"
PITCH
12 3

TOP PLATE
DOOR
HEADER
FIN. FLOOR
FIN. GRADE
1 2
4 6
3 A-8.1
MRP

AS NOTED

PUMP HOUSE
PLANS and

BLDG SECTION
Revisions
Title:

Sheet No.

Consultants
Drawn By:

Scale:

MDR Ref. No.:

Issue Date:

Laguna Niguel, CA 92677
23700 Clubhouse Dr.

New Turf Care Facility
El Niguel Country Club
Plan Check #:

APN:
9511 Irvine Center Drive
www.mdrarchitects.com
949 / 474-8188 Voice
Irvine, CA 92618
Melzer Deckert & Ruder Architects, Inc.
659-011-37
SP96-37A01
MARK H. MELZER
NO.C17918
Ren. 9/30/23
A
A
FO
IL
OF
C
R IN
TA S
ET
TC
ARCH
ITE

DESNECIL
09-11-23, DISCRETIONARY REVIEW 3
1/4" = 1'-0"

ROOF PLAN
1/4" = 1'-0"

FLOOR PLAN
1/4" = 1'-0"

FLOOR DEMO PLAN
1/4" = 1'-0"
BUILDING SECTIONA 1/4" = 1'-0"
SOUTH ELEVATION1
1/4" = 1'-0"
WEST ELEVATION2
1/4" = 1'-0"
NORTH ELEVATION3
1/4" = 1'-0"
EAST ELEVATION4
1 Elevations:

METAL ROOF PANELS (TO MATCH

TURF CARE BUILDING) OVER ROOFING

UNDERLAYMENT (PROVIDE ALL

ACCESSORIES AND TERMINATIONS

FOR WEATHER-TIGHT INSTALLATION)
2METAL SIDING (TO MATCH TURF CARE

BUILDING) OVER BUILDING PAPER
(PROVIDE ALL ACCESSORIES AND

TERMINATIONS FOR WEATHER-TIGHT

INSTALLATION)
314x24 ALUMINUM LOUVER WITH
INSECT SCREEN (2 EACH GABLE END)
4SAC SMOOTH AND PAINT EXPOSED

CONCRETE SLAB EDGE
514x8 ALUMINUM LOUVER WITH INSECT
SCREEN
6DOOR - SEE DOOR SCHEDULE
1(E) LAKE FEATURE WATER PUMPS

AND FLOOR SLAB TO REMAIN TO

EXTENTS SHOWN DOTTED -

PROFESSIONALLY CLEAN AND SEAL
FLOOR SLAB - G.C. TO COORDINATE

TEMP UTILITIES TO ACHIEVE

CONTINUOUS SERVICE DURING

BUILDING REPLACEMENT
Floor Plan:
2SEALED CONCRETE FLOOR SLAB

WITH LIGHT BROOM FINISH LEVEL

WITH EXISTING SLAB (SEE SECTION
FOR 6" CURB DETAIL)
36" CONCRETE CURB CONTINUOUS

BENEATH DOOR THRESHOLD AT HIGH
GRADES (DOOR 2 ONLY)
414x24 ALUMINUM LOUVER WITH
INSECT SCREEN (2 EACH GABLE END)
- SEE EXTERIOR ELEVATIONS
514x6 ALUMINUM LOUVER WITH INSECT
SCREEN (2 LOW ON EAST SIDE ONLY)
- SEE EXTERIOR ELEVATIONS
1PRE-FINISHED METAL ROOF PANELS
(MATCH NEW TURF CARE BUILDING)

OVER ROOFING UNDERLAYMENT -

INCLUDE ALL TERMINATIONS AND

ACCESSORIES FOR COMPLETE

WATERTIGHT INSTALLATION
Roof Plan:
2LIFT-OFF SECTION OF RAISED ROOF

FOR PUMP MAINTENANCE ACCESS /

REMOVAL
3ROOF GUTTER WITH DOWNSPOUT TO

SURFACE PAVING
4BUILT-UP ROOF CRICKET WITH CAP

SHEET AND VALLEY FLASHING -
SLOPE 3% MIN
512" ALUMINUM ROOF TURBINE VENT
WITH 3:12 SLOPE SELF-FLASHING
BASE
6EXTERIOR WALL BELOW (SHOWN

DOTTED)
1PLYWOOD SHEATHING ON 2x6 WOOD
STUD WALL FRAMING AT 16" ON

CENTER - SEE STRUCTURAL

DRAWINGS
Sections:
2PLYWOOD SHEATHING ON 2x ROOF
JOISTS AT 16" ON CENTER - SEE

STRUCTURAL DRAWINGS
3METAL SIDING (TO MATCH TURF CARE

BUILDING) OVER BUILDING PAPER
(PROVIDE ALL ACCESSORIES AND

TERMINATIONS FOR WEATHER-TIGHT

INSTALLATION)
4METAL ROOF PANELS (TO MATCH

TURF CARE BUILDING) OVER ROOFING

UNDERLAYMENT (PROVIDE ALL

ACCESSORIES AND TERMINATIONS

FOR WEATHER-TIGHT INSTALLATION)
5ALUMINUM VENT - SEE EXTERIOR

ELEVATIONS
6PERIMETER FOUNDATION ON

CERTIFIED GRADE WITH VAPOR

BARRIER AND SAND - SEE

STRUCTURAL DRAWINGS - TIE INTO

EXISTING SLAB
7ROOF FRAMING - SEE STRUCTURAL

DRAWINGS
8LIFT-OFF METAL ROOF SECTION FOR

PUMP ACCESS / REMOVAL
NORTH
1(E) EQUIPMENT SLAB TO REMAIN AND

PROTECT TO LIMITS SHOWN
Floor Demo Plan:
2(D) PERIMETER 24" OF SLAB TO CLEAR

WAY FOR NEW BUILDING

FOUNDATION
3(D) TYPE-V WOOD FRAME

UNOCCUPIED PUMP SHED (WALLS
AND ROOF) - G.C. TO COORDINATE

UTILITY CONNECTIONS SO PUMPS

REMAIN FUNCTIONAL DURING

CONSTRUCTION
4(E) LAKE FEATURE WATER PUMPS TO

REMAIN AND PROTECT - COORDINATE

TEMPORARY SHUT-DOWNS WITH

TURF CARE SUPERINTENDENT
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9 (E) PUMP EQUIP'T - (N)

BUILDING OVER (E)

PUMPS - SEE SHEET
A-8.1
(N) COVERED

WASH AREA

RELOCATE (E) CHEMICAL

STORAGE SHEDS
NEW TRASH ENCLOSURE:
(4) 4 YARD DUMPSTERS &
(4) 64 GAL RECYCLE BINS
- SEE DETAIL 16/A-0.1
16' DRIVE
8 TANDEM

PARKING
2 8
5 16' OPENING

SLIDING GATE

REALIGN
10' GATE

REALIGN
GATE
PARKING TALLY:
24 SPACES
8 TANDEM
32 TOTAL
1 IS ADA

VAN SPACE
4,800 SF
(N) OPERATIONS

BUILDING
6,912 SF
(N) VEHICLE

BUILDING
TEMP

PARKING

RELOCATED

ELECTRICAL
GEAR
(N) CARPORT

STRUCTURE -
(13'-6" CLEAR

HEIGHT FOR FIRE
TRUCK)
(N) BALL

WASH SHED
(N) 7' HIGH CHAIN LINK

FENCE WITH GREEN

SCREEN FABRIC
REF
T
US
SH
T
S
T
U
S
DW
MW
(D) BALL WASH SHED
VAN

ACCESSIBLE

ACCESSIBLE
ROUTE
BIKE
RACKS
9'x18'

PARKING
SPACES
(E) FUELING
AREA
1 1
1 2
2 2
2 3
4 4
5 5
H2O RECYC
SYSTEM
PEDJ
PMP
J
(N) 7' HIGH CHAIN LINK

FENCE WITH GREEN

SCREEN FABRIC
HB
HB
(N) 7' HIGH CHAIN LINK

FENCE WITH GREEN

SCREEN FABRIC
HB
HB

1.2 1.8

1.3 2.2

3.0 3.0

1.0 1.5

2.9 3.2

2.3 2.7

2.8 2.4

2.0 2.1

1.4 1.9

2.2 2.3

2.2 2.1

2.0 2.0

2.3 2.2

2.4 1.1

1.9 2.6

2.6 2.5

1.6 2.5

3.0 3.1

3.0 2.8

3.3 1.5

2.6 3.3

3.4 2.6

3.2 2.6

2.9 3.2

2.9 2.1

1.8 2.9

3.7 3.7

2.5 2.1

1.9 1.5

1.1 1.3

2.0 2.8

3.3 3.4

0.6 0.8

1.9 1.8

1.7 1.6

2.2 2.8

2.9 2.8

2.4 2.8

2.9 2.8

2.7 2.5

2.3 1.9

1.6 1.7

2.3 2.8

3.3 2.9

4.4 5.3

5.2 4.9

4.7 4.5

4.0 3.4

2.7 2.5

3.5 4.4

4.4 7.4

9.3 8.6

8.1 8.2

7.9 7.1

6.1 4.7

2.7 3.7

4.5 4.4

4.2 4.4

4.0 3.4

9.9 12.8

11.5 11.4

13.1 12.6

11.4 10.3

7.7 4.7

2.8 3.6

4.1 4.4

4.5 4.8

4.4 3.9

4.3 4.0

3.3 3.2

3.2 10.1

12.0 11.9

12.8 15.2

15.2 14.8

14.0 10.4

6.0 3.2

1.8 2.6

3.1 3.5

4.0 4.2

4.5 4.3

4.1 4.3

4.0 3.8

4.0 3.9

3.1 2.3

2.4 1.6

1.0 7.8

11.2 11.9

11.9 13.0

14.3 14.8

15.2 14.4

10.7 6.3

3.3 1.9

1.2 1.0

1.0 1.1

2.3 2.4

2.7 3.0

3.2 3.4

3.6 3.7

3.8 3.8

3.8 3.9

4.3 4.1

3.4 2.8

2.7 2.2

1.7 1.3

1.1 1.0

1.0 1.1

8.3 12.4

12.2 12.0

14.2 15.1

14.8 15.1

13.7 9.8

5.7 3.2

1.8 1.2

1.0 1.0

1.1 1.4

1.7 1.9

2.0 2.2

2.4 2.6

2.7 2.7

2.8 3.0

3.2 3.3

3.3 3.4

3.7 3.9

3.8 3.4

3.0 2.7

2.4 2.1

1.9 1.7

1.6 1.6

1.8 2.2

2.6 2.2

2.7 7.2

9.8 9.9

10.6 13.3

14.4 14.2

15.0 13.2

8.8 5.0

2.8 1.7

1.2 1.0

1.0 1.2

1.5 1.8

2.0 2.2

2.2 2.1

2.0 2.1

2.4 2.6

2.6 2.6

2.6 2.8

3.1 3.4

3.4 3.4

3.5 3.7

3.7 3.3

3.0 2.7

2.7 2.6

2.4 2.2

2.2 2.2

2.3 2.6

2.8 3.1

4.0 6.2

7.1 7.7

8.2 8.4

9.3 10.2

11.0 11.9

10.5 7.1

4.1 2.4

1.6 1.2

1.1 1.1

1.2 1.5

1.8 2.1

2.3 2.3

2.3 2.5

2.3 1.8

2.3 2.5

2.5 2.5

2.5 2.7

3.2 3.6

3.8 3.9

3.9 3.8

3.6 3.5

3.2 3.0

3.0 3.0

2.8 2.7

2.7 2.7

2.6 2.8

3.1 3.8

5.0 5.9

6.1 6.1

6.7 6.7

6.8 7.1

7.4 7.6

6.7 4.8

3.0 2.0

1.5 1.2

1.2 1.2

1.3 1.6

1.9 2.2

2.3 2.3

2.3 2.7

2.5 2.2

2.4 1.8

2.1 2.2

2.2 2.2

2.3 2.6

3.1 3.8

4.4 4.8

5.1 5.2

4.6 4.0

3.7 3.4

3.4 3.2

3.1 3.0

3.2 3.1

3.0 3.1

3.5 4.0

4.7 5.2

5.4 5.5

5.7 5.6

5.4 5.3

5.2 4.9

4.3 3.3

2.4 1.9

1.6 1.4

1.4 1.4

1.5 1.7

2.0 2.2

2.4 2.4

2.4 2.8

3.1 3.2

3.5 2.7

2.1 1.5

1.7 1.9

2.0 2.0

2.0 2.1

2.3 2.8

3.6 4.6

5.9 6.9

7.0 6.0

5.0 4.3

3.8 3.5

3.2 3.0

3.2 3.4

3.5 3.5

3.5 3.8

4.2 4.6

4.8 5.0

5.2 5.5

5.2 4.8

4.5 4.2

3.8 3.3

2.7 2.1

2.1 2.0

1.9 1.8

1.8 1.9

1.9 2.1

2.3 2.4

2.4 2.2

2.6 2.9

3.2 4.1

2.1 2.5

2.9 2.8

1.4 1.6

1.6 1.7

1.6 1.5

1.4 1.3

1.5 1.5

1.8 2.1

6.5 7.0

6.5 5.4

4.4 3.6

3.2 2.8

2.7 3.0

3.5 3.9

4.1 4.2

4.3 4.5

4.6 4.8

5.1 5.5

5.5 5.2

4.8 4.5

4.1 3.7

3.1 2.7

2.2 2.6

2.7 2.6

2.5 2.4

2.3 2.2

2.2 2.2

2.3 2.3

2.2 2.4

2.6 2.3

2.1 2.4

2.9 2.6

2.4 1.8

3.2 1.2

1.4 1.5

1.6 1.7

1.7 1.7

1.8 1.8

1.6 1.4

1.1 2.7

2.4 2.2

2.2 2.6

3.3 4.1

4.8 5.4

5.7 5.8

5.4 5.4

5.5 5.8

5.9 5.5

5.0 4.7

4.4 4.0

3.5 3.0

2.6 3.5

3.7 3.6

3.3 3.0

2.7 2.4

2.3 2.2

2.1 2.1

2.2 2.8

3.1 2.9

2.7 3.0

3.1 1.1

1.3 1.4

1.5 1.7

2.0 2.4

2.8 3.1

2.9 2.5

1.8 2.6

3.6 4.9

6.4 7.5

7.4 6.6

5.9 5.8

6.0 6.1

5.7 5.5

5.1 4.7

4.2 3.8

3.4 3.3

4.5 4.9

4.7 4.2

3.6 3.0

2.6 2.3

2.1 2.0

2.0 2.3

3.1 3.7

3.4 3.0

2.4 1.0

1.1 1.3

1.5 1.8

2.5 3.6

4.9 5.7

5.4 4.5

3.2 7.1

6.5 5.7

5.3 5.4

5.7 5.9

6.1 6.2

6.1 5.2

4.5 3.9

3.4 5.7

6.1 5.4

4.6 3.8

3.2 2.6

2.2 2.0

1.9 1.9

2.3 3.1

3.4 3.2

2.6 1.0

1.2 1.5

2.0 3.0

5.0 8.0

9.8 9.2

7.8 5.2

4.5 5.3

6.5 7.5

7.7 6.6

5.3 4.3

3.6 7.2

7.1 5.8

4.7 3.8

3.1 2.5

2.1 1.9

1.8 1.9

2.2 2.7

2.8 2.8

2.9 1.1

1.4 1.9

3.1 5.7

9.9 12.5