Del Mar City Council
April 1, 2024

DISCUSSION:

Del Mar Municipal Code (DMMC) Chapter 23.28 requires an Encroachment Permit (EP) for any private improvements on City property. Improvements that extend above the level of the sidewalk, roadway, or adjacent grade are considered “long-term, major encroachments” that require City Council approval.

The Cottage restaurant (Applicant), is requesting a long-term major EP to remove the existing awnings over the sidewalk café and construct a new attached trellis with lighting and heaters in the public right-of-way adjacent to the Del Mar Plaza Suite 102 (APN: 300-030-86). The property is subject to the provisions of the Plaza Specific Plan (PSP) and associated Plaza Design Manual. A location map and site photographs are provided in Attachment C.

The open trellis would be constructed of white painted wood and would extend over the length of the existing sidewalk café. The trellis structure would be approximately 68 feet long, 10 feet high above the ground, and would extend approximately 5 feet 11 inches out from the face of the building (Plaza). The proposed “outlooker” beams at the top of the trellis would extend approximately one (1) foot past the western limit of the existing sidewalk café.

Additionally, the project would include placement of four (4) wall (sconce) lights on the exterior wall of Suite #102, nine (9) LED luminaires mounted to the underside of the trellis and four (4) electric heaters attached to the roof of the trellis (Attachment D). As mentioned earlier, the proposed trellis design is subject to the design regulations in the Plaza Design Manual, which do not require a separate Design Review Permit. The proposed trellis design and associated improvements comply with the Del Mar Plaza Design Manual.

As a condition of approval, a covenant would be recorded against 1555 Camino Del Mar to require that all private improvements in the public right-of-way be maintained by the adjacent property owner in accordance with the EP. As is typical of EPs, the permit would authorize the City to require the adjacent property owner to remove the encroachments if the City ever has a need for that portion of the right-of-way in the future. Also, condition of approval S-1 in the attached Resolution indicates that should the sidewalk café ever be removed at that location and the use change, the encroachment of the trellis structure may be re-evaluated at that time for potential removal.

Notice of the EP application was provided to all owners of property located within 300-feet of the project site. As of the writing of this report, no objections have been received.

Pursuant to Del Mar Municipal Code (DMMC) Section 23.28.070, there are six (6) required findings for approval of an EP, which generally relate to public safety, intended use of the right-of-way, community character, aesthetics, and conversion of public land for private use.

Staff has provided the following proposed findings for approval below.

Finding 1. The proposed encroachment will not endanger the public health, safety or welfare, or the surrounding property.

The private improvements will maintain existing public use of the surrounding right-of-way and will not obstruct accessibility or endanger public health, safety, or welfare. The 2 April 1, 2024 Item 10
City Council Agenda Report
EP24-021 (1555 Camino del Mar)
April 1, 2024

improvements will generally be installed above the same footprint of the existing sidewalk café, with an additional 1-foot projection of the top of the trellis. There will be a minimum of 5 feet 7 inches for path of travel clearance along the adjacent sidewalk.

Finding 2. The proposed encroachment will not unreasonably interfere with the intended use of a City Right-of-Way or Easement.

This private improvement will not interfere with the use of the sidewalk or Camino del Mar as the proposed ground level encroachments are located within the existing sidewalk café for the proposed The Cottage restaurant. Further, the improvements will not unreasonably interfere with public pedestrian access. If the City identifies a future need for the use of the right-of-way, the City can require the owner to remove the private improvements/encroachment, at the owner’s cost and expense, as stated in the conditions of approval.

Finding 3. The proposed encroachment will not have an adverse impact on the welfare of the community or on the community’s appearance or aesthetics.

The private improvements are consistent with the existing character of the Plaza Specific Plan, the DRB-approved Plaza Design Manual, and surrounding neighborhood. Proposed improvements will incorporate the same materials as the existing building. Thus, the project would be consistent with the existing appearance of the site.

Finding 4. The proposed encroachment will not cause an unnecessary change in the character of the community.

The proposed encroachments are within the existing location of the sidewalk café and facilitate the same use as currently exists, and will not permanently interfere with use of the sidewalk adjacent to the sidewalk café.

Finding 5. The proposed encroachment will not be a detriment to the interests of the general public.

The proposed encroachments will not interfere with any present or future public use of the right-of-way. Proposed improvements do not interfere with existing pedestrian mobility along the adjacent sidewalk or vehicular access along Camino del Mar.

Finding 6. The proposed encroachment will not convert significant areas of public property to private use.

The proposed encroachments will be within the extent of an existing sidewalk café and therefore would not convert any new area of the public right-of-way into private use. 3 April 1, 2024 Item 10
City Council Agenda Report
EP24-021 (1555 Camino del Mar)
April 1, 2024

FISCAL IMPACT:

There is no fiscal impact or fiscal action to be taken by the City Council related to this agenda item, as this is a private development proposal. All fees associated with entitlement processing and long-term maintenance are paid for by the Applicant.

ENVIRONMENTAL IMPACT:

This project is listed among the classes of projects determined to have less than significant adverse effect on the environment and therefore, is exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15303(e) Class 3 – New Construction. Further, it has been determined that none of the six exceptions to the use of a Categorical Exemption are applicable (CEQA Guidelines Section 15300.2).

ATTACHMENTS:

Attachment A – Resolution Approving EP24-021
Attachment B – Renderings of The Cottage Restaurant as Proposed Attachment C – Site Photos of Existing Condition
Attachment D – Proposed Plans
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ATTACHMENT A
RESOLUTION NO. 2024-XX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DEL

MAR, CALIFORNIA, APPROVING ENCROACHMENT PERMIT
EP24-021 FOR THE CONSTRUCTION OF A NEW OPEN TRELLIS

IN THE PUBLIC RIGHT-OF-WAY OVER THE EXISTING SIDEWALK
CAFE, ADJACENT TO 1555 CAMINO DEL MAR (APN: 300-030-86), SUITE 102, IN DEL MAR, CALIFORNIA
WHEREAS, the City of Del Mar (City) is the lawful owner of the public right-of-way adjacent to 1555 Camino Del Mar; and
WHEREAS, the owner of the Del Mar Plaza located at 1555 Camino del Mar, Brixton Capital, authorized their tenant The Cottage restaurant (Applicant), Suite 102, to file an application for an Encroachment Permit (EP24-021) seeking approval to remove existing improvements (awnings and low barriers attached to the sidewalk) and to construct a new open trellis with lighting and heaters within the public right-of-way (Project), as more specifically described in the Agenda Report; and
WHEREAS, Del Mar Municipal Code (DMMC) Chapter 23.28 requires an Encroachment Permit (EP) for any private improvements on City property; specifically, any improvements that extend at least 12 inches above the level of the sidewalk, roadway, or adjacent grade require City Council approval; and
WHEREAS, Section 23.28.070 of the DMMC provides that an EP may be approved or conditionally approved only if the decision maker makes all of the findings set forth in Section 23.28.070(C); and
WHEREAS, in accordance with requirements of the California Environmental Quality Act (CEQA), this project is listed among the classes of projects determined to have less than significant adverse effect on the environment and therefore, is exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15303(e) Class 3 – New Construction, and further; it has been determined that none of the six exceptions to the use of a Categorical Exemption are applicable (CEQA Guidelines Section 15300.2); and
WHEREAS, on April 1, 2024, the City Council of the City of Del Mar held a duly noticed public hearing to review the referenced EP application, and at which time all persons desiring to be heard were heard; and
WHEREAS, evidence was submitted to and considered by the City Council during the public hearing including, without limitation, the following:
a. Plans submitted by the Applicant;
b. Written information submitted with the EP application; 5 April 1, 2024 Item 10
Resolution 2024-XX

c. Agenda Report, dated April 1, 2024, incorporated by reference as though fully set forth herein;
d. Additional information submitted during the hearing.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Del Mar, California that Encroachment Permit EP24-021 is hereby approved based on the following findings in accordance with DMMC Chapter 23.28.070 (C):

1. As designed, the private improvements will maintain existing public use of the surrounding right-of-way and will not obstruct accessibility or endanger public health, safety, or welfare. The improvements will generally be installed above the same footprint of the existing sidewalk café, with an additional 1-foot projection of the top of the trellis. There will be a minimum of 5 feet 7 inches for path of travel clearance along the adjacent sidewalk.

2. As designed, this private improvement will not interfere with the use of the sidewalk or Camino del Mar as the proposed ground level improvements are located within the existing sidewalk café for the proposed The Cottage restaurant. Further, the improvements will not unreasonably interfere with public pedestrian access. If the City identifies a future need for the use of the right-of-way, the City can require the owner to remove the private improvements/encroachment, at the owner’s cost and expense, as stated in the conditions of approval.

3. As designed, the private improvements are consistent with the existing character of the Plaza Specific Plan, the DRB-approved Plaza Design Manual, and surrounding neighborhood. Proposed improvements will incorporate the same materials as the existing building. Thus, the project would be consistent with the existing appearance of the site.

4. As designed, the proposed encroachments are within the existing location of the sidewalk café and facilitate the same use as currently exists and will not permanently interfere with use of the sidewalk adjacent to the sidewalk café.

5. As designed, the proposed encroachments will not interfere with any present or future public use of the right-of-way. Proposed improvements do not interfere with existing pedestrian mobility along the adjacent sidewalk or vehicular access along Camino del Mar.

6. As designed, the proposed encroachments will be within the extent of an existing sidewalk café and therefore would not convert any new area of the public right-of-way into private use.

NOW, THEREFORE, BE IT FURTHER RESOLVED by the City Council of the City of Del Mar, California that approval of Encroachment Permit EP24-021 shall be subject to the following conditions:
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Resolution 2024-XX

General Conditions:

GC-1 [Business License]
Prior to commencement of any work on site, all contractors and subcontractors shall obtain a valid City of Del Mar Business License. A copy of the approved Encroachment Permit shall be kept on site at all times, along with copies of the required Business Licenses for all contractors and subcontractors.

GC-2 [Requirement for Building Permits]
Prior to commencement of work, the applicant or agent shall obtain all required Building Permits.

GC-3 [Compliance with City noise regulations - Allowed hours and dates of construction activity]
The applicant/owner and all parties involved with implementation of the project shall comply with the regulations of the DMMC with regard to construction noise. The regulations stipulate that all construction activities are limited to the following periods:
between 7:00 a.m. and 7:00 p.m. Monday through Friday and between 9:00 a.m. and 7:00 p.m. on Saturdays. Construction activities are prohibited during other hours and on Sundays and City Holidays. The City’s noise ordinance, Chapter 9.20 of the Del Mar Municipal Code, includes the dates of City Holidays, and can be viewed on the City’s web page (www.delmar.ca.us).

Additionally, no excavation or trenching shall occur within a City right-of-way on days when City of Del Mar City offices are closed. Those days include all Saturdays and Sundays and all days on which City Holidays are observed.

GC-4 [No Transfer in Property Interest]
The granting of an encroachment permit pursuant to this chapter shall not constitute the transfer or relinquishment of any ownership or interest held by the City over the public right-of-way, nor shall such permit confer any vested or proprietary rights upon the holder of the permit beyond the right to utilize the encroachment area in the manner authorized by the permit and subject to all of the conditions set forth herein.

The applicant/owner agrees to protect all survey markers and monuments in the vicinity of the work and agrees to replace any markers or monuments, if damaged, to the satisfaction of the Public Works Director.

General Planning Encroachment Conditions:

GEP-1 [EP – Excavation Scheduling]
No excavation or trenching shall occur within a City right-of-way on days when City of Del Mar City offices are closed. Those days include all Saturdays and Sundays and all days on which City Holidays are observed.

GEP-2 [EP – Indemnification]
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Resolution 2024-XX

By accepting this permit and implementing the development authorized herein, the applicant agrees to indemnify, defend and save the City of Del Mar, its authorized agents, officers, representatives and employees harmless from and against any and all penalties, liabilities, annoyances, or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to the application or by reason of the permittee's installation, operation, maintenance or removal of the encroachment.

GEP-4 [EP - Compliance with Conditions]
The applicant hereby agrees to do all work and otherwise comply with the terms and conditions of this permit, and all applicable rules and regulations of the City of Del Mar and/or other public agency.

GEP-5 [EP - Revocation of permit due to noncompliance with conditions] This permit may be revoked by the City if noncompliance is noted to the applicant and satisfactory action is not taken by the applicant or his/her agents to achieve compliance within twenty-four (24) hours of notice.

GEP-7 [EP - Permit Expiration/Potential for Permit Extension] This permit and the authorization for completion of work within a City right-of-way herein granted shall expire one year from the date of approval, on April 1, 2025.

The permittee may request a single Extension of Time of an approved Encroachment Permit by submitting a written request to the City Manager setting forth the reason that substantial work on the permit cannot be commenced by the scheduled expiration date.

The City Manager shall grant the extension unless he/she determines that there has been a change in circumstances since the time of the original grant of the permit which would create an inconsistency between the proposed encroachment and the provisions of DMMC Chapter 23.28. No extension shall be granted for a period greater than one (1) year.

GEP-8 [EP - Work to be performed by a Licensed Contractor] All work authorized by an Encroachment Permit shall be performed by a licensed contractor from one of the following classes: “A” General Engineering Contractor, “C34” Pipeline Contractor or a “C42” Sanitation System Contractor. A copy of such a license shall be provided to the City prior to the commencement of work, and shall be retained at the project site. This requirement may be waived by the Director when the work to be performed is limited to minor improvements or maintenance for residential property adjacent to the City right-of-way or easement and when the work will be performed by the resident or owner of the benefited residential property. This information shall be provided prior to the commencement of any work in a public right-of-way.

GEP-9 [EP - Compliance with CAL-OSHA]
The permittee shall obey and enforce all safety orders, rules, regulations, and recommendations of the Department of Industrial Relations of the State of California, 8 April 1, 2024 Item 10
Resolution 2024-XX

CAL-OSHA, applicable to the work and shall comply with all applicable laws, ordinances, codes, and regulations. Any omission on the part of the Director to specify protective measures or devices in the Encroachment Permit shall not excuse the permittee from complying with all applicable requirements of law.

GEP-10 [EP - Timely Performance of Work]
If any part of the work performed under an Encroachment Permit is not completed within the period indicated in either the submitted application materials or the conditions of approval of the Encroachment Permit, the Director of Public Works may notify the person performing the work, in writing, to complete the work within forty-eight (48) hours thereafter, legal holidays excepted. If the work is not completed within this time period, the Director of Public Works shall have full power to perform the work, including such measures as will restore the disturbed area to a safe and passable condition until the work can be completed. The cost thereof, including any inspection and administrative overhead costs incurred by City, shall be assessed against the permittee.

GEP-13 [EP - Notification of Utility Owner]
The applicant shall notify the appropriate Public Utility a minimum of seventy-two (72) hours prior to performing any work on or adjacent to any public utility. All such work shall be done only with authorization and with inspection by the appropriate utility owner.

Document Conditions:

DC-1 [Recordation of a Covenant]
Prior to the commencement of work, the applicant shall record a covenant (at the applicant’s expense) against the deed for the property benefited by the approved Encroachment Permit setting forth the terms and conditions of the Permit, including the requirement for applicant’s maintenance/responsibility and removal of the encroachment upon demand by the City. The covenant shall run with the land and shall be binding on future owners and assigns. The City Manager shall approve the form and content of the covenant and sign on behalf of the City of Del Mar.

DC-2 [Certificate of Insurance]
The applicant/owner shall provide a Certificate of Insurance covering the encroachment and naming the City as an additional insured.

Public Works Conditions:

PW-1 [Notification of Public Works Department prior to and after Completion of Work] The applicant agrees to notify the Director of Public Works in writing at least forty-eight (48) hours in advance of time when work authorized in this permit will be started.

Applicant shall state the EP number, original date of approval and a short description of the work. Submit via email to [email protected]. Additionally, upon completion of the work, the applicant agrees to immediately notify the Director of Public Works in writing of such completion. Any improvement or modification of the right-of-way shall be 9 April 1, 2024 Item 10
Resolution 2024-XX

subject to inspection and approval of work from the Public Works Director’s representative.

PW-2 [Bulk Pallet Storage]
Unless prior written authorization has been received from the Planning Director, no materials shall be stored in bulk pallet form in a City right-of-way.

PW-7 [Marking of Curbs and Roadways]
The applicant shall not apply paint or other permanent marking substance to any paved surface or curbs, except for: 1) official traffic markings made or authorized by the City or its agents; 2) markings of underground facilities in connection with construction or maintenance work; or 3) numbers painted on curbs to identify an address. The applicant shall be responsible for the removal of any temporary markings immediately upon completion of the project. Chalk paint or feathers shall be used in grass and vegetation areas.

PW-8 [No Removal of Street Signs/Monuments]
No traffic or street signs of any kind are to be moved for any reason without first obtaining permission from the Director of Public Works.

PW-18 [Public Works Inspection]
Permittee shall schedule inspections with the Public Works Department (858) 755-3294 at least 24 hours prior to need as follows:
a. Sidewalk, Driveway, Curb and Gutter and other Concrete Work – Pre-pour and Final
b. Street Excavation – T-Cut and Final
c. Sewer – Lateral Capping during Demolition and New Lateral Connection to Main
d. All Other Encroachment Activity – Final
PW-S [Custom Condition]
Safety of pedestrians is essential. Applicant shall execute appropriate barriers to prevent exposure to construction hazards or to the public use of the sidewalk area.

Parking Conditions:

PE-1 [Abide by all Signage, Markings, and Vehicle Codes] The applicant agrees to park legally at all times unless specifically authorized in advance via an Encroachment Permit. Any activity specifically approved must be adequately signed and monitored to ensure compliance with the encroachment permit and public safety.
a) All corners, sight lines, intersections and traffic lanes must be kept free from obstruction
10 April 1, 2024 Item 10
Resolution 2024-XX

b) Loading and unloading must occur actively and with minimal impact to traffic or pedestrians
c) All vehicles must stay well clear of all public and private driveways (minimum of 5 feet)
d) No parking that will obstruct bikes lanes or endanger pedestrians e) All vehicles will be currently registered with the state of California and display current tabs or temporary plates
f) All vehicles must be in compliance with vehicle code regulations regarding proper lights and relevant safety equipment
g) City meters must be paid, and time limits followed with no exceptions Special Conditions:

S-1 [Valid for life of Sidewalk Café Permit]
The applicant shall agree that should the sidewalk café permit at this location be abandoned, expired, or removed altogether, the encroachment of the trellis structure into the public right-of-way may be evaluated by Staff for removal, should it be deemed appropriate.

S-2 [Council Approval Required for Temporary Enclosure] Prior to construction or installation of any temporary enclosure, as allowed pursuant to DMMC Section 30.86.111, the Applicant must first obtain City Council approval for the addition of the enclosure within the public right-of-way.

PASSED, APPROVED AND ADOPTED by the City Council of the City of Del Mar, State of California, at a Regular Meeting held on the 1
st day of April, 2024.
____________________________
Dave Druker, Mayor
City of Del Mar
APPROVED AS TO FORM:
________________________
Leslie E. Devaney, City Attorney
City of Del Mar
11 April 1, 2024 Item 10
Resolution 2024-XX

ATTEST AND CERTIFICATION:

STATE OF CALIFORNIA

COUNTY OF SAN DIEGO

CITY OF DEL MAR
I, SARAH KRIETOR, Administrative Services Manager/City Clerk of the City of Del Mar, California, DO HEREBY CERTIFY, that the foregoing is a true and correct copy of Resolution No. 2024-XX, adopted by the City Council of the City of Del Mar, California, at a Regular Meeting held the 1ST day of April, 2024, by the following vote:

AYES:

NOES:

RECUSE:

ABSENT:

ABSTAIN:
_________________________________
Sarah Krietor, Administrative Services
Manager/City Clerk
City of Del Mar
12 April 1, 2024 Item 10
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Attachment C - Location Map and Site Photographs
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N.T.S TITLE SHEET T1 THE COTTAGE 1555 CAMINO DEL MAR SUITE 102 DEL MAR, CA 92075 CITY OF DEL MAR 300-030-86-00 PM14754 PAR 3 1 THE COTTAGE 127 N. EL CAMINO REAL, SUITE H/J ENCINITAS, CA 92024 CONTACT: JASON PEASLEE t. (858) 775-1197 [email protected] NEW RESTAURANT TRELLIS 1 A1.31 A1.31 BUILDING SECTION WALL SECTION TRUE NORTH GRIDLINES A PROJECT NORTH PROPERTY LINE 1 A1.3 A D B C INTERIOR ELEVATION 1 A1.3 DETAIL REFERENCE 1 A1.3 SECTION DETAIL REFERENCE 101 103 102 ROOM NUMBER DOOR NUMBER WINDOW NUMBER KEYNOTE TAG DATUM ELEVATION REVISION TAG +10'-0" (A.F.F.) 2nd FLOOR 1 EQUIPMENT TAG 7'-0" 7'-0" 7'-0" CLEAR OR FACE OF BLDG MATERIAL DIMENSION CENTERLINE DIMENSION FACE OF BUILDING MATERIAL DIMENSION TOP OF STEEL T.O.STL TOP OF ROOF T.O.R. FINISH FLOOR F.F. OWNER FURNISHED OWNER INSTALLED OFOI MEANS OF EGRESS M.O.E. REF REV REQD REINF RMRGH OPN'G or RO SECT SHT SIMSCSPECS SCH or SCHED SQ IN SS STL STD STRUCT or STRUCT'L SQ FT or SF T.O.P. T & G TEMP TYP V.I.F. UNO SUSP REQUIRED REVISION ROOM ROUGH OPENING REFERENCE REINFORCE GAGALV GL IN SECTION SHEET SIMILAR STEEL SQUARE INCHES STAINLESS STEEL STANDARD STRUCTURAL SCHEDULE SOLID CORE SPECIFICATIONS SQUARE FEET TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD TONGUE AND GROOVE TOP OF PARAPET TEMPERATURE SUSPENDED HDW HCHOR or HORIZ HT or HGT INT LTLAV J-BOX HWLINMFR MAX MAS MIN MISC NIC MECH GYP BD AFF ARCH AVG BMAL or ALUM BEAM ALUMINUM AVERAGE ARCHITECT, ARCHITECTURAL ABOVE FINISH FLOOR BLDG BDCLG CLCAB CLR CWCONC CMU COL CER CONT DTL DIA DEMO DRDNDF EADWG DIMCONST BOARD CEILING BUILDING CABINET CENTER LINE CLEAR COLUMN COLD WATER CONCRETE CERAMIC DETAIL CONTINUOUS DEMOLITION DIAMETER DOOR DOWN EACH DRAWING DIMENSION CONSTRUCTION DRINKING FOUNTAIN CONCRETE MASONRY UNIT GAUGE GALVANIZED GLASS GYPSUM BOARD HARDWARE HEIGHT HOLLOW CORE HORIZONTAL HOT WATER INCH INTERIOR JUNCTION BOX LAVATORY LIGHT LINEAR MANUFACTURER MASONRY MAXIMUM MECHANICAL MINIMUM MISCELLANEOUS NOT IN CONTRACT WITH W/ OCNTS NO or # PART'N OHPLY P-LAM QTY PLPLBG or PLUMB'G R or RAD EQUIP EQEXT F.G. FINFTFLR FPEXIST'G or (E) EQUAL EQUIPMENT EXISTING EXTERIOR FINISH FEET FLOOR FINISH GRADE FIREPROOF NOT TO SCALE NUMBER ON CENTER OPPOSITE HAND PARTITION PLASTIC LAMINATE PLUMBING PLYWOOD PROPERTY LINE QUANTITY RADIUS ELECTRIC ELEC CONTROL JOINT CJ EXPANSION JOINT EJ MASONRY CONTROL JOINT MCJ TOP OF SHEATHING T.O.S. UNLESS OTHERWISE NOTED U.O.N. OVER O/ CONCRETE TILT-UP CTU NON RATED NR REFRECTED CEILING PLAN RCP OWNER FURNISHED CONTRACTOR INSTALLED OFCI ABOVE FINISH PAVEMENT AFP TOP OF WALL T.O.W. BOTTOM OF STRUCTURE B.O.S. 1. PROPOSE TO BUILD TRELLIS STRUCTURE WITH LIGHTING AND HEATERS WITHIN EXISTING SIDEWALK CAFE AREA. 2. THE TRELLIS WILL BE WHITE AND WOOD IN MATERIAL ± 364 S.F. THE COTTAGE 1 BRIXTON 120 S. SIERRA AVE, SOLANA BEACH, CA. 92075 CONTACT: JOSHUA LICHTMAN - SR. PROJECT MANAGER t. (858) 492-0422 t. (858)245-9759 [email protected] GENERAL CONTRACTOR: SUN COAST CONSTRUCTION, INC. P.O. BOX 1537, VISTA, CA 92085 CONTACT: TY REESE t. (760) 594-1571 [email protected] TITLE SHEET T1 PROJECT TRUE TENANT / BUSINESS OWNER: LANDLORD: SHEET # DESCRIPTION SPACE PLANNER: PROJECT NAME: BUILDING ADDRESS: JURISDICTION: ASSESSOR'S PARCEL NUMBER: TYPE OF BUSINESS & OCCUPANCY CLASSIFICATION: PROPOSED T.I. AREA: TYPE OF CONSTRUCTION: NUMBER OF FLOORS: EXISTING SUITE AREA: GOVERNING CODES: THE 2022 EDITION OF THE CBC ADOPTS THE 2021 IBC AND CALIFORNIA AMENDMENTS. THE 2022 EDITION OF THE CEC ADOPTS THE 2021 NEC AND CALIFORNIA AMENDMENTS. THE 2022 EDITION OF THE CMC ADOPTS THE 2021 UMC AND CA AMENDMENTS. THE 2022 EDITION OF THE CPC ADOPTS THE 2021 UPC AND CALIFORNIA AMENDMENTS. THE 2022 EDITION OF THE CFC ADOPTS THE 2021 IFC AND CALIFORNIA AMENDMENTS. THE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE. THE 2022 EDITION OF THE CEBC ADOPTS THE 2021 IEBC AND LOCAL AMENDMENTS. RESTAURANT A2 (RESTAURANT) ± 364 S.F. - 1 HOUR, FULLY SPRINKLERED ABBREVIATIONS DIRECTORY BUILDING INFORMATION SHEET INDEX SCOPE OF WORK VICINTY MAP NOT TO SCALE SYMBOLS KEY IKEDO DESIGN 990 HIGHLAND DR. STE. 101, SOLANA BEACH, CA 92075 CONTACT: SATOSHI IKEDO t. (858) 436-7967 [email protected] NORTH 1 ARCHITECTURAL T1 TITLE SHEET T2 GENERAL NOTES T3 GENERAL NOTES T4 GENERAL NOTES T5 SITE PLAN T6 SITE PARKING PLAN T7 DISABLED ACCESS NOTES T8 DISABLED ACCESS NOTES T9 DISABLED ACCESS NOTES T10 DISABLED ACCESS NOTES A3.0 PARTITION & REFLECTED CEILING PLAN A7.0 EXTERIOR ELEVATIONS A11.3 DETAILS SITE LOCATION SCALE: PROJECT NO: DRAWN: DATE: SHEET NO: REVISION: BID SET: HEALTH SUBMITTAL: TENANT APPROVAL: All ideas, design arrangements, and plans indicated or represented by this drawing are owned by, and the property of Ikedo Design. and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Ikedo Design. Filing of these drawings or specifications with any public agency is not a publication of same. No reproduction is therefore permissible without the written consent of Ikedo Design. 990 Highland Drive Suite 101 Solana Beach, CA 92075 p: 858.436.7967 REVISION: REVISION: REVISION: REVISION: REVISION: REVISION: REVISION: THIS PERMIT APPLICATION SET OF DRAWINGS ARE INTENDED FOR BUILDING DEPARTMENT REVIEW ONLY. REVISIONS DUE TO PLAN CHECK AND IKEDO DESIGN REVIEW/COORDINATION MAY BE REQUIRED. CT0723 SI, JD 03 / 20 / 24

THE COTTAGE
1555 CAMINO DEL MAR #102
DEL MAR, CA 92014
NEW RESTAURANT TRELLIS CITY SUBMITTAL: DESIGN Space Planning & Interior Design 19 April 1, 2024 Item 10
N.T.S. GENERAL NOTES T2 GENERAL CONSTRUCTION: 1. ALL PLANS, DESIGNS AND ART ILLUSTRATED ON THESE DRAWINGS ARE PROPRIETARY IN NATURE AND ARE DISCLOSED FOR THE LIMITED PURPOSE FOR WHICH THEY WERE DELIVERED AND MAY NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION OF IKEDO DESIGN. (ALL RIGHTS RESERVED) 2. NOTICE TO THE APPLICANT/ OWNER/ OWNER'S AGENT/ ARCHITECT OR ENGINEER OF RECORD: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/ INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODE. 3. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF SAN DIEGO, DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. 4. NOTICE TO THE CONTRACTOR/ BUILDER/ INSTALLER/ SUB-CONTRACTOR. OWNER-BUILDER: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/ INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF - SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODE. 5. ABBREVIATIONS USED ARE CONSIDERED CONSTRUCTION STANDARDS. ANY QUESTIONS REGARDING EXACT MEANINGS ARE TO BE ANSWERED BY IKEDO DESIGN. 6. GENERAL CONTRACTOR (G.C.) SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH ALL LOCAL REGULATORY AGENCIES, APPLICABLE BUILDING CODES AND REQUIREMENTS. ALL WORK SHALL BE COMPLETED IN A TIMELY AND WORKMANLIKE MANNER. 7. G.C. IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF WORK, THE REQUESTING AND COORDINATION OF BUILDING DEPARTMENT INSPECTIONS AND APPROVALS IN ALL FIELDS OF HIS WORK, AND THE OBTAINING OF A FINAL CERTIFICATE OR ANTICIPATED BY SUCH AN INSPECTION. 8. G.C. SHALL INSPECT SITE BEFORE SUBMITTING PROPOSALS FOR THIS WORK AND UNDERSTAND THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. NO EXTRA PAYMENT WILL BE ALLOWED FOR CLAIMS FOR ADDITIONAL WORK THAT COULD HAVE BEEN DETERMINED OR ANTICIPATED BY SUCH AN INSPECTION. 9. THE G.C. IS RESPONSIBLE FOR CHECKING CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION OR ORDERING MATERIALS, IF THERE ARE ANY QUESTIONS OR DIFFERENCES FOUND REGARDING THESE OR OTHER COORDINATION QUESTIONS, THE G.C. IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM IKEDO DESIGN BEFORE PROCEEDING WITH WORK OR RELATED WORK IN QUESTIONS. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES BETWEEN ACTUAL DIMENSIONS OF WORK AND MEASUREMENTS INDICATED ON THE DRAWING. 10. IS THE RESPONSIBILITY OF THE SUB-CONTRACTORS TO VERIFY ALL PLANS & DETAILS PRIOR TO BIDING & CONSTRUCTION. IF THERE IS A DISCREPANCY ON THE PLANS OR PERMITTED PLANS CONTACT IKEDO DESIGN. 11. G.C. SHALL INFORM IKEDO DESIGN OF ANY CONFLICTS PRIOR TO CONSTRUCTION THAT EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING, PLUMBING, AND SPRINKLER EQUIPMENT (TO INCLUDE ALL PIPING, DUCT WORK AND CONDUIT) AND THAT ALL REQUIRED CLEARANCE FOR INSTALLATION AND MAINTENANCE OF ABOVE EQUIPMENT ARE PROVIDED 12. G.C AND SUB-CONTRACTORS SHALL PURCHASE AND MAINTAIN CERTIFICATIONS OF INSURANCE WITH RESPECT TO WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS REQUIRED BY LAW. THE G.C. SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. 13. ALL TEMPORARY UTILITIES REQUIRED TO PERFORM THE WORK SHALL BE PROVIDED BY THE CONTRACTOR. 14. EACH TRADE WILL BE HELD RESPONSIBLE FOR KNOWLEDGE OF GENERAL NOTES LISTED HEREIN/ ELSEWHERE WITHIN THE CONTRACT DOCUMENTS. 15. G.C SHALL BE RESPONSIBLE FOR THE ACTS AND OMISSIONS OF ALL HIS EMPLOYEES AND SUBCONTRACTORS, AND SHALL SUPERVISE THE WORK AND COORDINATE ALL PORTIONS THEREOF. 16. ALL WORK SHALL BE SCHEDULED AND PERFORMED SO AS NOT TO DISTURB OR CAUSE DAMAGE TO ANY TENANT IN THE BUILDING, THE G.C. IS RESPONSIBLE FOR ANY AND ALL OVERTIME COSTS. 17. ALL WORK SPECIFICALLY COVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH BUILDING STANDARD MATERIALS AND MATERIALS. 18. UPON SUBMITTAL OF CONSTRUCTION COST, THE G.C. SHALL ALSO SUBMIT A SCHEDULE OF VALUES AND A SPECIFIC CONSTRUCTION SCHEDULE INDICATING THE REQUIRED CONSTRUCTION TIME FOR ALL SUBCONTRACTORS AND G.C.'S WORK. 19. WILL COORDINATE ANY OVERTIME DEMOLITION, CUTTING AND RUBBISH REMOVAL WITH BUILDING PERSONNEL. 20. NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY OR DEFICIENT IN ANY REQUIREMENTS OF THE DRAWINGS OR NOTES WILL BE ACCEPTABLE IN CONSEQUENCE OF THE OWNER'S OR IKEDO DESIGN'S FAILURE TO DISCOVER OR POINT OUT DEFECTS AND DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING WITH THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OR FINAL SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK AND IMPROPER MATERIALS. ENERGY CONSERVATION (PLUMBING): 1. ALL WATER HEATERS SHALL BE LISTED IN THE CALIFORNIA ENERGY COMMISSION LIST OF APPROVED WATER HEATERS. INSTALLATIONS SHALL COMPLY WITH UPC EDITION, FOR THERMAL EXPANSION REQUIREMENTS. 2. ALL PLUMBING FIXTURES, FAUCETS AND SHOWER HEADS SHALL COMPLY WITH CEC MAXIMUM FLOW REQUIREMENTS (2.5 GPM MAXIMUM FOR SHOWER HEADS, 2.2 GPM MAXIMUM FOR FAUCETS, 1.6 GALLONS/FLUSH MAXIMUM FOR WATER CLOSETS AND 1.0 GALLONS/FLUSH MAXIMUM FOR URINALS). 3. ALL SERVICE HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH SECTION CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS (HEREAFTER B.E.E.S.) AND TABLE 10.D OF 1985 U.M.C. 4. ALL EQUIPMENT MUST COMPLY WITH THE STATE OF CALIFORNIA B.E.E.S. HEATERS FOR DOMESTIC HOT WATER AND/OR POOLS SHALL MEET REQUIREMENTS PER THE B.E.E.S. COMPLIANCE CERTIFICATES SHALL BE PROVIDED WITH EQUIPMENT SUBMITTALS. 5. LAVATORY FAUCETS IN PUBLIC RESTROOMS SHALL BE OF THE SELF-CLOSING TYPE WITH A MAXIMUM HOT WATER FLOW RATE OF .5 GPM (C.E.C.) 6. SHOWER CONTROLS SHALL BE OF THE THERMOSTATIC MIXING OF THE PRESSURE BALANCING TYPE AND SHALL MEET THE REQUIREMENTS OF UPC. 7. ALL HOSE BIBS AND JANITOR SINK FAUCETS SHALL BE EQUIPPED WITH PERMANENTLY MOUNTED VACUUM BREAKERS. 8. ALL FLOOR DRAINS AND FLOOR SINKS SHALL BE PROVIDED WITH AN APPROVED METHOD OF MAINTAINING THE LIQUID SEAL IN THE "P"TRAP. 9. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE UPC. 10. AS NOTED IN (B) ABOVE, ALL TOILETS AND URINALS SHALL BE OF THE "ULTRA LOW FLUSH" TYPE. 11. SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITH MIXING VALVES PER CPC SEC. 420.0. 12. EACH TOILET SHALL BE THE ULTRA LOW FLUSH TYPE. 13. EACH URINAL SHALL HAVE A WATER CONSUMPTION OF NOT MORE THAN 1 GALLON PER FLUSH. 14. VACUUM BREAKERS SHALL BE PROVIDED AT ALL HOSE BIBBS. 15. FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM AND SUBJECT TO INFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEALS . 16. SERVICE WATER HEATING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH ENERGY EFFICIENCY STANDARDS SEC. 113. 17. SWIMMING POOL AND SPA HEATING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH ENERGY EFFICIENCY STANDARDS SEC. 114. 18. BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH CPC SEC. 701.0. 19. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. 20. CHEMICAL WASTE PIPING SHALL COMPLY WITH CPC SEC. 811.0. 21. ALL STORAGE WATER HEATING EQUIPMENT SHALL BE PROVIDED WITH AN APPROVED, LISTED EXPANSION TANK OR OTHER DEVICE DESIGNED FOR INTERMITTENT OPERATION FOR THERMAL EXPANSION CONTROL PER CPC SEC. 608.3. 22. CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL POTABLE WATER SUPPLIED APPLIANCES AND EQUIPMENT EXCEPT THOSE SPECIFIC ITEMS LISTED IN INFORMATION BULLETIN 103. 23. WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENTS DUE TO SEISMIC MOTION PER CPC SEC. 510.5. 24. MATERIALS EXPOSED WITHIN A DUCT OR PLENUM SHALL COMPLY WITH CMC SEC. 601.1.3. 25. CHLORINATED POLYVINYL CHLORIDE (CPVC) SHALL NOT BE USED FOR INTERIOR WATER SUPPLY PIPING PER STATE HEALTH & SAFETY CODE SEC. 17921.9. SHOP DRAWINGS: 1. THE TERM "SHOP DRAWINGS" AS USED HEREIN INCLUDES METHOD OF FABRICATION AND CONSTRUCTION, DESCRIPTION OF MATERIALS AND, INSTALLATION OF ALL SPECIFICALLY CUSTOM FABRICATED ITEMS. 2. SHALL SUBMIT (3) COPIES OF SHOP DRAWINGS AND DESCRIPTIVE DATA FOR THE APPROVAL TO IKEDO DESIGN. ANY MATERIALS OR PRODUCTS INSTALLED WITHOUT SUCH SUBMITTALS ARE SUBJECT TO BEING REMOVED AND CORRECTED AT FULL COST TO CONTRACTOR. SUBSTITUTION: 1. G.C. SHALL SUBMIT HIS HAND WRITTEN REQUEST FOR A PROPOSED SUBSTITUTION AND ALL DATA SUBSTANTIATING HIS REQUEST. THE G.C. SHALL INCLUDE SAMPLES OF THE PROPOSED SUBSTITUTION WITH HIS REQUEST. 2. NO SUBSTITUTION WILL BE REVIEWED FOR ANY MATERIALS AND/OR ITEM OF MANUFACTURE CALLED FOR IN THE CONTRACT DOCUMENTS WHICH IS NOT OF EQUAL QUALITY AND PERFORMANCE AND WHICH DOES NOT POSSESS EQUIVALENT DESIGN AND/OR COLOR CHARACTERISTICS TO THOSE OF SPECIFIED MATERIAL OR ITEM. CLEAN UP: 1. UPON COMPLETION OF THE JOB G.C. SHALL CLEAN ENTIRE AREA, INCLUDING GLASS, CARPET AND ALL OTHER FINISHED SURFACES IN A MANNER ACCEPTABLE TO THE OWNER AND TENANT. MECHANICAL NOTES: 1. BUILDINGS SHALL BE PROVIDED WITH NATURAL VENTILATION IN ACCORDANCE WITH THE C.M.C. 2. SUBMITTAL OF BID INDICATES THE CONTRACTOR IS AWARE OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 3. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY OPERATING SYSTEM AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 4. ALL MATERIAL AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATOIES AND SHALL BEAR THE INSPECTION LABEL WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. 5. THE COMPLETED JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE BY THE TENANT. ANY WORK MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE MECHANICAL CONTRACTOR. 6. THE MECHANICAL CONTRACTOR SHALL CARRY OUT HIS/HER WORK IN ACCORDANCE WITH ALL GOVERNING FEDERAL, STATE AND LOCAL CODES INCLUDING O.S.H.A.. 7. INSULATION MATERIAL SHALL MEET THE CALIFORNIA QUALITY STANDARDS PER ENERGY EFFICIENCY STANDARDS SEC. 118. 8. DOORS AND WINDOWS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER ENERGY EFFICIENCY STANDARDS SEC. 116. 9. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF ENERGY EFFICIENCY STANDARDS SEC. 118, 123, 124 AND CMC TABLE 6-D AS APPLICABLE. 10. ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS OF ENERGY EFFICIENCY STANDARDS SEC. 112, 122 AS APPLICABLE. 11. SMOKE DETECTORS SHALL BE PROVIDED AT SUPPLY AIR DUCTS OF AIR MOVING SYSTEMS EXCEEDING 2000 CFM PER CMC SEC. 608. 12. PERMANENT LADDER/ACCESS TO ROOF MOUNTED EQUIPMENT SHALL COMPLY WITH CMC SEC. 307. 13. HVAC EQUIPMENT AND WATER HEATERS SHALL COMPLY WITH CMC CHAP.3. 14. MEDIUM PRESSURE GAS PIPING SHALL BE LABELED EVERY FIVE FEET. 15. MECHANICAL VENTILATION, WHEN REQUIRED IN RESIDENTIAL BATHROOMS AND LAUNDRY ROOMS AS APPLICABLE PER CBC SEC. 1203.3, SHALL PROVIDE A MINIMUM OF FIVE AIR CHANGES PER HOUR AND BE ROUTED TO THE EXTERIOR. 16. MECHANICAL CONTRACTOR TO VERIFY ANY SPECIAL LOAD REQUIREMENTS FOR ANY TENANT EQUIPMENT. 17. MECHANICAL CONTRACTOR TO LOCATE THERMOSTATIC CONTROLS, VERIFY LOCATION OF THERMOSTATS WITH TENANT PRIOR TO INSTALLATION. 18. MECHANICAL VENTILATION WILL BE PROVIDED IN ALL ROOMS CAPABLE OF SUPPLYING OUTSIDE AIR, PER CMC. 19. SEE MECHANICAL ENGINEER'S DRAWINGS FOR THERMOSTAT LOCATIONS, VERIFY LOCATIONS WITH IKEDO DESIGN BEFORE INSTALLATION. MOUNT ALL THERMOSTATS 48" A.F.F. NEXT TO LIGHT SWITCH U.N.O. 20. THE ENGINEER OR RECORD OR THE DESIGN BUILD ENGINEER IS RESPONSIBLE FOR REVIEWING EXISTING HVAC EQUIPMENT INCLUDING BUT NOT LIMITED TO DUCTWORK, T-STATS, UNITS, FIRE DAMPERS, ETC; TO DETERMINE IF ANY OR ALL CAN BE RE-USED PER THE NEW REFLECTED CEILING PLAN. 21. BUILDING OWNER'S MECHANICAL ENGINEERS SHALL DETERMINE THE SIZE, QUANTITY AND LOCATION OF OPENINGS NECESSARY FOR RETURN AIR IN ROOMS OR AREAS WHICH ARE COMPLETELY ENCLOSED BY SOUND BAFFLES OR PARTITIONS. 21. G.C. SHALL PROTECT ALL BASE BUILDING FINISHES IN THE LOBBIES, ELEVATORS, AND PUBLIC CORRIDORS AND SHALL BE RESPONSIBLE FOR REPAIRING DAMAGES MADE BY HIS EMPLOYEES OR AND SUBCONTRACTORS AT NO COST TO THE OWNER. 22. ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK SHALL BE NEW AND ALL WORK SHALL BE GOOD QUALITY, FREE FROM FAULTS AND IN CONFORMANCE WITH THE PLANS. 23. ALL PRODUCTS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. G.C.'S SUBCONTRACTOR SHALL PROVIDE ALL ACCESSORIES AND LABOR TO INSTALL SUCH WORK. 24. IN AREAS WHERE NEW AND EXISTING WORK INTERSECT, PATCHING OF EXISTING SURFACES WILL BE REQUIRED TO MATCH EXISTING UNLESS OTHERWISE INSTRUCTED BY IKEDO DESIGN. 25. G.C SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATION. 26. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. 27. SPECIAL INSPECTION FOR POST INSTALLED ANCHORS. 28. G.C. SHALL PROVIDE ADEQUATE VERTICAL WOOD BLOCKING WITHIN THE STEEL STUDS AS REQUIRED BY THE CONTRACT DOCUMENTS IN WALLS BEHIND WALL HUNG SHELVING, CABINETS, ETC. ALL BLOCKING AND FURRING SHALL BE FIRE TREATED AS REQUIRED BY BUILDING CODE. 29. G.C. TO FURR ALL COLUMNS TO THEIR MINIMUM POSSIBLE DIMENSIONS U.O.N. 30. MILLWORK SUBCONTRACTOR TO PROVIDE BLOCKING BEHIND FILES AS REQUIRED TO PREVENT MOVEMENT. 31. G.C. THE TENANT SPACE AND FACILITIES MUST BE ACCESSIBLE TO AND FUNCTIONAL FOR THE PHYSICALLY HANDICAPPED. 32. ALL REVISIONS TO THE APPROVED PLANS, NO MATTER HOW MINOR, MUST BE APPROVED BY BOTH THE BUILDING INSPEC. DEPARTMENT AND REVIEWED BY IKEDO DESIGN. 33. ALL PARTITIONS ARE DIMENSIONED FINISH TO FINISH U.O.N.. 34. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF IKEDO DESIGN UNLESS OTHERWISE NOTED (+/-). 35. ALL HEIGHTS ARE DIMENSIONED FROM TOP OF EXISTING SLAB UNLESS NOTED OTHERWISE. 36. ALL PARTITIONS SHALL BE BRACED ACCORDING TO REQUIREMENTS OF LOCAL SEISMIC CODES. SEE PARTITION DETAILS FOR ADDITIONAL INFORMATION. 37. DIMENSIONS TO ENDS OF WALL ARE TO FACE OF GYPSUM BRD. 38. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIM. 39. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. IF DISCREPANCIES ARE FOUND, IKEDO DESIGN SHALL BE NOTIFIED IMMEDIATELY. 40. CORRIDOR DIMENSIONS ARE TO BE "CLEAR CORRIDOR WIDTHS" ANY ADJUSTMENTS SHALL BE APPROVED BY IKEDO DESIGN. 41. NO CORRIDOR SHALL BE LESS THAN 44" WIDE. 42. "TYPICAL" MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLANS WITH IKEDO DESIGN. 43. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION E.G., WALLS, JAMB, ECT. SHALL ALIGN ACROSS VOID. 44. ALL PENETRATIONS IN DRYWALL CONSTRUCTION ABOVE FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE. 45. PARTITIONS SHALL BE CONTINUOUS OVER DOORS SAME AS ADJACENT WALLS WHERE DRYWALL CONTINUES ABOVE CEILING LINE AND BELOW RAISED FLOORS. 46. CONSTRUCTION VISIBLE THROUGH SCREEN VENTS AND GRILLS SHALL BE PAINTED FLAT BLACK TO COVER. 47. INTERIOR FINISH MUST CONFORM TO THE REQUIREMENTS OF THE CHAPTER 8, 2022 CBC AND ASTM E 84 AND ALL OTHER LOCAL CODES. 48. ALL DECORATIVE MATERIALS ARE REQUIREMENTS TO BE MAINTAINED IN A FLAME RETARDANT CONDITION. 49. FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 50. ALL MECHANICAL AND PLUMBING CHASES ARE TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. 51. THE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO IKEDO DESIGN 'S DRAWINGS SHOULD THERE BE ANY DISCREPANCY BETWEEN THE VARIOUS DRAWING IT SHALL BE BROUGHT TO THE ATTENTION OF IKEDO DESIGN FOR CLARIFICATION. 49. G.C. SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSTALLATION OF SPECIAL OWNER SUPPLIED EQUIPMENT NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY EQUIPMENT LOCATIONS WITH THE OWNER'S REPRESENTATIVE AND/OR EQUIPMENT MANUFACTURER FOR PROPER SIZE AND LOCATION OF ANY REQUIRED POWER, STRUCTURAL SUPPORT, FOUNDATION DEPRESSIONS, DRAINS AND OR PLUMBING REQUIREMENTS. 50. THE G.C IS RESPONSIBLE FOR SECURITY OF THE PROJECT AND FOR DISCIPLINE OF ALL WORKERS ON THE PROJECT. 51. SHALL HAVE ON-SITE APPROVED CONSTRUCTION DRAWINGS AND BUILDING PERMIT. DEMOLITION, REMODELING, AND PATCHING: 1. SCOPE: THE WORK INCLUDES ALL LABOR, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY TO ACCOMPLISH THE DEMOLITION AND PATCHING AS SHOWN AND NOTED ON THE DRAWINGS AND AS SPECIFIED. CERTAIN PATCHING ITEMS MAY NOT BE INDICATED ON THE DRAWINGS BUT MAY BECOME APPARENT AS THE WORK PROCEEDS. THESE ITEMS SHALL BE INCLUDED AS PART OF THE WORK OF THIS PROJECT. 2. EXISTING CONDITIONS: THE DRAWINGS SHOW GENERAL INFORMATION ONLY. IT SHALL BE THE RESPONSIBILITY OF THE G.C. TO EXAMINE THE SITE TO DETERMINE THE EXACT EXISTING CONDITIONS, CHARACTER, EXTENT OF THE WORK TO BE PERFORMED, AND OPERATIONS REQUIRED. 3. THE FAILURE OR OMISSION OF THE G.C. TO VISIT THE SITE AND ACQUAINT HIM/HERSELF WITH THE EXISTING CONDITIONS SHALL IN NO WAY RELIEVE HIM/HER FROM OBLIGATIONS WITH RESPECT TO THIS CONTRACT. 4. THE DRAWINGS ARE A DEPICTION OF THE BUILDING BY IKEDO DESIGN. IKEDO DESIGN IS NOT RESPONSIBLE FOR ADDITIONAL PLANS OTHER THAN CONTRACTED BETWEEN PROPERTY OWNER AND IKEDO DESIGN. COPIES OF DRAWINGS SHALL BE ACQUIRED VIA IKEDO DESIGN AND ARE TO BE PAID BY THE REQUESTER. 5. THE USE OF PROPER MATERIALS AND EQUIPMENT IS THE RESPONSIBILITY OF THE G.C. 6. EXISTING WORK AND ITEMS WHICH ARE REQUIRED TO BE REMOVED SHALL BE REMOVED IN SUCH A MANNER THAT MINIMUM DAMAGE AND DISTURBANCE IS CAUSED TO ADJACENT AND CONNECTION WORK SCHEDULED TO REPAIR. THE G.C. SHALL BE RESPONSIBLE FOR PREPARING AND/ OR REPLACING ALL EXISTING WORK SCHEDULE TO REMAIN WHICH IS DAMAGED BY THESE OPERATIONS. 7. DEMOLITION SHALL INCLUDE PREPARATION OF EXISTING AREAS TO RECEIVE NEW MATERIALS AND REMOVAL OF MATERIALS AND EQUIPMENT TO ALTER OR REPAIR THE EXISTING BUILDING AS INDICATED ON THE DRAWINGS AND AS SPECIFIED. 8. DEMOLITION WORK SHALL BE PERFORMED BY EXPERIENCED PERSONNEL EXERCISING PROPER CARE TO PREVENT INJURY TO THE PUBLIC, WORKMEN AND ADJOINING PROPERTY. APPROPRIATE SAFETY EQUIPMENT SHOULD BE UTILIZED. 9. PERFORM THE REMOVAL, CUTTING, DRILLING, ETC., OF EXISTING WORK WITH EXTREME CARE, AND USING SMALL TOOLS IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. 10. REBUILD ANY EXISTING WORK WHICH HAS TO BE REMOVED TO ALLOW THE INSTALLATION OF NEW WORK AS REQUIRED. 11. THE G.C SHALL REMOVE, PROTECT AND REINSTALL EXISTING ITEMS AS INDICATED ON THE DRAWINGS. ANY MATERIAL SCHEDULED FOR REUSE WHICH ARE DAMAGED BY THE G.C. TO THE EXTEND THAT THEY CANNOT BE REUSED SHALL BE REPLACED BY THE G.C. WITH EQUIVALENT QUALITY MATERIALS. 12. NO BLASTING OR ON-SITE BURNING WILL BE PERMITTED. 13. ALL AREAS REQUIRING PATCHING DUE TO THE WORK OF THIS PROJECT, INCLUDING MARKS FROM RELOCATED WALLS, DAMAGED CAUSED BY REMOVING, RELOCATING, AND/ OR ADDING FIXTURES AND EQUIPMENT, DAMAGED CAUSED BY DEMOLITION AT ADJACENT MATERIALS, ETC. SHALL BE EXPERTLY PATCHED BY JOURNEYMEN EXPERIENCED IN THE TRADE INVOLVED IN THE PATCH WORK. 14. EXISTING PERMANENT WALLS WHICH REMAIN SHALL HAVE CONTINUOUS SURFACES WITH NO VISIBLE MARKS FROM PREVIOUS ABUTTING CONSTRUCTION. 15. ALL DOORS ARE TO BE SAVED AND REUSED. 16. EXISTING FINISHES TO REMAIN SHALL BE REPAIRED TO ORIGINAL CONDITION. 17. GENERAL CONTRACTOR TO VERIFY AFTER DEMO WORK CONDITIONS OF UNCOVERED SPACE AND NOTIFY IKEDO DESIGN OF EXISTING CONDITIONS THAT REQUIRE MODIFICATION NOT INDICATED HEREIN. 18. THE FOLLOWING ITEMS, BUT NOT LIMITED TO: COLUMNS, STRUCTURAL BRACING, BEAMS, ROOF JOISTS, SPRINKLER LINES AND/OR DRAFTSTOPS WITHIN THE AREA OF THE BUILDING TO REMAIN, SHALL BE PROTECTED AND REMAIN IN GOOD CONDITION . CONTACT IKEDO DESIGN IMMEDIATELY IF SHOWN DEMOLISHED. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION 19. GENERAL CONTRACTOR SHALL NOTIFY IKEDO DESIGN OF ANY ITEMS UNCOVERED THAT WERE NOT NOTED IN THE DEMOLITION PLAN THAT MAY HINDER THE FUTURE CONSTRUCTION. 20. REFER TO ELECTRICAL DRAWINGS FOR ALL ELECTRICAL OUTLETS, PHONE/DATA OUTLETS, PANELS, WIRING TO REMAIN. SAFE OFF ANY LIVE WIRES TO REMAIN. 21. CONTRACTOR SHALL INSURE THAT CONSTRUCTION OBSTACLES AND WORK WILL NOT HINDER PEDESTRIAN TRAFFIC AT ANY TIME, ADDITIONALLY, IT SHALL BE YOUR RESPONSIBILITY TO PROVIDE BARRIERS TO ALLOW FOR SAFE ACCESS IN AND AROUND THE CONSTRUCTION AREAS. AREAS OF WORK SHALL BE CLEANED UP ON A DAILY BASIS. 22. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CITY, STATE, COUNTY AND FEDERAL REGULATION, CODES AND STANDARDS AND THE BEST PRACTICE OF THE TRADE. IN THE EVENT OF CONFLICT BETWEEN OR AMONG SPECIFIED REQUIREMENTS, PERTINENT REGULATIONS, CODES AND STANDARDS, THE MOST STRINGENT REQUIREMENT WILL GOVERN. 23. PRIOR TO ANY SAW CUTTING OR DEMOLITION OF ANY CONCRETE SLAB OR WALLS CONTRACTOR IS RESPONSIBLE FOR VERIFYING TYPE OF CONSTRUCTION OF EXISTING SLAB/ WALL CONDITION. 24. CONTRACTOR TO VERIFY NO UNDERGROUND UTILITIES IN AREA OF DEMO/ SAW CUTS. DEFERRED ITEMS: 1. IT IS UNDERSTOOD THAT PLANS FOR THE PROJECT HAVE, AT THIS TIME, BEEN REVIEWED FOR COMPLIANCE WITH ALL APPLICABLE STATE AND CITY REGULATIONS, AND THAT THE PROJECT AS A WHOLE HAS BEEN APPROVED BY THE CITY, WITH THE EXCEPTION OF THE DEFERRED ITEMS LISTED. 2. WE UNDERSTAND THAT WE WILL NOT BE AUTHORIZED ANY INSPECTION OF THE DEFERRED ITEMS PROPOSED PRIOR TO THE SUBMITTAL AND APPROVAL OF PLANS AND/OR CALCULATIONS FOR THOSE DEFERRED ITEMS. 3. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIRE EXTINGUISHING SYSTEMS INCLUDING AUTOMATIC SPRINKLER AND STANDPIPE SYSTEMS AND OTHER SPECIAL FIRE EXTINGUISHING SYSTEMS AND RELATED APPURTENANCES SHALL BE SUBMITTED TO THE CITY OF NATIONAL CITY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS SHALL BE SUBMITTED TO THE CITY OF NATIONAL CITY DEVELOPMENT SERVICES FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5. PLANS FOR THE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED IN A TIMELY MANNER BUT NOT LESS THAN 30 BUSINESS DAYS PRIOR TO INSTALLATION. ALL COMMENTS RELATED TO THE DEFERRED SUBMITTAL MUST BE ADDRESSED TO THE SATISFACTION OF THE PLAN CHECK DIVISION PRIOR TO APPROVAL OF THE SUBMITTAL ITEMS. 25. GENERAL CONTRACTOR TO VERIFY AND REMOVE/RELOCATE EXISTING SPRINKLER HEADS AND COVERS AS NECESSARY. 26. ALL REUSED LIGHT FIXTURES TO BE FULLY FUNCTIONING. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF QUANTITY OF LIGHT FIXTURES AVAILABLE FOR RELOCATION. 27. SPECIAL INSPECTION FOR POST INSTALLED ANCHORS. 28. G.C. SHALL PROVIDE ADEQUATE VERTICAL WOOD BLOCKING WITHIN THE STEEL STUDS AS REQUIRED BY THE CONTRACT DOCUMENTS IN WALLS BEHIND WALL HUNG SHELVING, CABINETS, ETC. ALL BLOCKING AND FURRING SHALL BE FIRE TREATED AS REQUIRED BY BUILDING CODE. 29. G.C. TO FURR ALL COLUMNS TO THEIR MINIMUM POSSIBLE DIMENSIONS U.O.N. 30. MILLWORK SUBCONTRACTOR TO PROVIDE BLOCKING BEHIND FILES AS REQUIRED TO PREVENT MOVEMENT. 31. G.C. THE TENANT SPACE AND FACILITIES MUST BE ACCESSIBLE TO AND FUNCTIONAL FOR THE PHYSICALLY HANDICAPPED. 32. ALL REVISIONS TO THE APPROVED PLANS, NO MATTER HOW MINOR, MUST BE APPROVED BY BOTH THE BUILDING INSPEC. DEPARTMENT AND REVIEWED BY IKEDO DESIGN. 33. ALL PARTITIONS ARE DIMENSIONED FINISH TO FINISH U.O.N. 34. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF IKEDO DESIGN UNLESS OTHERWISE NOTED (+/-). 35. ALL HEIGHTS ARE DIMENSIONED FROM TOP OF EXISTING SLAB UNLESS NOTED OTHERWISE. 36. ALL PARTITIONS SHALL BE BRACED ACCORDING TO REQUIREMENTS OF LOCAL SEISMIC CODES. SEE PARTITION DETAILS FOR ADDITIONAL INFORMATION. 37. DIMENSIONS TO ENDS OF WALL ARE TO FACE OF GYPSUM BRD. 38. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIM. 39. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. IF DISCREPANCIES ARE FOUND, IKEDO DESIGN SHALL BE NOTIFIED IMMEDIATELY. 40. CORRIDOR DIMENSIONS ARE TO BE "CLEAR CORRIDOR WIDTHS" ANY ADJUSTMENTS SHALL BE APPROVED BY IKEDO DESIGN. 41. NO CORRIDOR SHALL BE LESS THAN 44" WIDE. 42. "TYPICAL" MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLANS WITH IKEDO DESIGN. 43. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION E.G., WALLS, JAMB, ECT. SHALL ALIGN ACROSS VOID. 44. ALL PENETRATIONS IN DRYWALL CONSTRUCTION ABOVE FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE. 45. PARTITIONS SHALL BE CONTINUOUS OVER DOORS SAME AS ADJACENT WALLS WHERE DRYWALL CONTINUES ABOVE CEILING LINE AND BELOW RAISED FLOORS. 46. CONSTRUCTION VISIBLE THROUGH SCREEN VENTS AND GRILLS SHALL BE PAINTED FLAT BLACK TO COVER. 47. INTERIOR FINISH MUST CONFORM TO THE REQUIREMENTS OF THE CHAPTER 8, 2022 CBC AND ASTM E 84 AND ALL OTHER LOCAL CODES. 48. ALL DECORATIVE MATERIALS ARE REQUIREMENTS TO BE MAINTAINED IN A FLAME RETARDANT CONDITION. 49. FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 50. ALL MECHANICAL AND PLUMBING CHASES ARE TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. 51. THE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO IKEDO DESIGN 'S DRAWINGS SHOULD THERE BE ANY DISCREPANCY BETWEEN THE VARIOUS DRAWING IT SHALL BE BROUGHT TO THE ATTENTION OF IKEDO DESIGN FOR CLARIFICATION. 52. G.C. SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSTALLATION OF SPECIAL OWNER SUPPLIED EQUIPMENT NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY EQUIPMENT LOCATIONS WITH THE OWNER'S REPRESENTATIVE AND/OR EQUIPMENT MANUFACTURER FOR PROPER SIZE AND LOCATION OF ANY REQUIRED POWER, STRUCTURAL SUPPORT, FOUNDATION DEPRESSIONS, DRAINS AND OR PLUMBING REQUIREMENTS. 53. THE G.C IS RESPONSIBLE FOR SECURITY OF THE PROJECT AND FOR DISCIPLINE OF ALL WORKERS ON THE PROJECT. 54. SHALL HAVE ON-SITE APPROVED CONSTRUCTION DRAWINGS AND BUILDING PERMIT. SCALE: PROJECT NO: DRAWN: DATE: SHEET NO: REVISION: BID SET: HEALTH SUBMITTAL: TENANT APPROVAL: All ideas, design arrangements, and plans indicated or represented by this drawing are owned by, and the property of Ikedo Design. and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Ikedo Design. Filing of these drawings or specifications with any public agency is not a publication of same. No reproduction is therefore permissible without the written consent of Ikedo Design. 990 Highland Drive Suite 101 Solana Beach, CA 92075 p: 858.436.7967 REVISION: REVISION: REVISION: REVISION: REVISION: REVISION: REVISION: THIS PERMIT APPLICATION SET OF DRAWINGS ARE INTENDED FOR BUILDING DEPARTMENT REVIEW ONLY. REVISIONS DUE TO PLAN CHECK AND IKEDO DESIGN REVIEW/COORDINATION MAY BE REQUIRED. CT0723 SI, JD 03 / 20 / 24

THE COTTAGE
1555 CAMINO DEL MAR #102
DEL MAR, CA 92014
NEW RESTAURANT TRELLIS CITY SUBMITTAL: DESIGN Space Planning & Interior Design 20 April 1, 2024 Item 10
N.T.S. GENERAL NOTES T3 ENVIRONMENTAL HEALTH NOTES: 1. A CONCRETE SLAB IS PROVIDED FOR TRASH, GARBAGE, & GREASE CONTAINER. IF WALLS ENCLOSE AREA, THE INTERIOR WALL SURFACE WILL BE SMOOTH, SEALED & WASHABLE (e.g.,PLASTERED SMOOTH & PAINTED, ETC.) 2. ALL FOOD-RELATED & UTENSIL-RELATED EQUIPMENT SHALL MEET OR BE EQUIVALENT TO SANITATION STANDARDS ESTABLISHED BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)ACCREDITED PROGRAM. 3. ALL FLOOR MOUNTED EQUIPMENT WILL BE INSTALLED ON MIN. 6" SANITARY LEGS, CASTORS, OR COMPLETELY SEALED IN POSITION ON A 4" HIGH CURB WITH CONTINUOUSLY COVED BASE. COUNTERTOP EQUIPMENT WILL BE ON 4" SANITARY LEGS OR SEALED TO THE COUNTER UNLESS READILY MOVABLE. 4. IF SOFT DRINK, ICE OR OTHER DISPENSERS ARE SELF-SERVICE, OR IF REFILLS ARE PROVIDED THEY MUST BE PUSH BUTTON TYPES, OR LEVER TYPES WHERE THE LEVER CONTRACTS THE CONTAINER AT LEAST 1" BELOW THE RIM. 5. ANY OPERABLE WINDOWS, VENT OPENING, OR OTHER SIMILAR OPENINGS MUST BE PROVIDED WITH TIGHT FITTING SCREENS OF MIN. 16 MESH TO THE INCH. WINDOWS TO BE FIXED AT FOOD PREP, TENSIL-WASHING, OPEN FOOD AND UTENSIL STORAGE AREAS. 6. ALL EXTERIOR DOORS OPEN OUTWARD AND ARE SELF-CLOSING AND TIGHT FITTING. 7. BI-FOLD, FRENCH, ACCORDION STYLE AND ROLL-UP DOORS CANNOT OPEN INTO THE FOOD PREP, UTENSIL WASHING OR UNPACKAGED FOOD SERVICE AREAS. 8. TOILET ROOM AND DRESSING ROOM DOORS MUST BE SELF-CLOSING, TIGHT FITTING. 9. DELIVERY DOORS TO HAVE AIR CURTAIN FANS THAT SPAN THE WIDTH OVER THE DOOR. THE FAN MUST ACTIVATE VIA A MICROSWITCH PROVIDING A MINIMUM VELOCITY OF 1600 FPM MEASURED 3 FEET ABOVE THE GROUND. 10. A MINIMUM OF 10 FOOT-CANDLES OF LIGHT MEASURED 30" OFF FLOOR IS PROVIDED IN WALK-IN REFRIGERATED STORAGE AND DRY STORAGE ROOMS AND AT LEAST 20-FOOT CANDLES IS PROVIDED WHERE FOOD IS PROVIDED FOR CONSUMER SELF-SERVICE, WHERE FRESH PRODUCE OR PREPACKAGE FOODS ARE SOLD OR OFFERED FOR CONSUMPTION; INSIDE EQUIPMENT SUCH AS REACH-IN AND UNDER-COUNTER REFRIGERATORS; IN AREAS USED FOR HANDWASHING, WAREWASHING, EQUIPMENT AND UTENSIL STORAGE, AND IN TOILET ROOMS. 11. A MINIMUM OF 50 FOOT-CANDLES OF LIGHT MEASURED 30" OFF FLOOR IS PROVIDED WHEN WORKING WITH FOOD OR WORKING WITH UTENSILS OR EQUIPMENT SUCH AS KNIVES, SLICERS, GRINDERS, OR SAWA WHERE EMPLOYEE SAFETY IS A FACTOR AND IN ALL AREAS DURING PERIODS OF CLEANING. 12. SHATTERSHIELDS FOR ALL LIGHTS ABOVE FOOD PREPARATION, WORK, & STORAGE AREAS WILL BE PROVIDED. 13. ALL WAREWASHING SINKS TO HAVE 3 COMPARTMENTS THAT ARE A MINIMUM SIZE OF AT LEAST 18"X18"X12" DEEP (OR 16"X20"X12" DEEP) WITH A MINIMUM 18" DRAINBOARD AT EACH END. IF AGAINST A WALL, IT MUST HAVE AN 8" INTEGRAL BACKSPLASH. HOWEVER, IT MUST BE CAPABLE OF ACCOMMODATING THE LARGEST UTENSIL TO BE WASHED. A WAREWASHING MACHINE DOES NOT SUBSTITUTE FOR THE SINK REQUIREMENT. 14. SINKS TO HAVE SPOUT(S) CAPABLE OF REACHING EACH COMPARTMENT. 15. FOOD PREP SINK COMPARTMENT(S) TO BE AT LEAST 18"X18"X12" DEEP (OR 16"X20"X12" DEEP) WITH A MINIMUM 18" DRAINBOARD. SEPARATE FOOD PREP SINKS TO BE PROVIDED FOR MEATS AND PRODUCE. 16. THE 3 OR 4 COMPARTMENT BAR SINK TO BE AT LEAST 12"X12"X10" DEEP (OR 10"X14"X10" DEEP) WITH A MINIMUM 18" DRAINBOARD AT EACH END. A SEPARATE WET WASTE DUMP FIXTURE SHALL BE PROVIDED FOR DISPOSAL OF DRINK OR WASTE ICE. 17. EACH HANDWASHING SINK MUST HAVE PERMANENTLY MOUNTED SINGLE-SERVICE SOAP AND PAPER TOWEL DISPENSERS. 18. THE HOT WATER HEATER WILL BE A COMMERCIAL TYPE CAPABLE OF CONSTANTLY SUPPLYING HOT WATER AT A TEMPERATURE OF 120° F TO ALL SINKS. IN SIZING THE WATER HEATER, THE PEAK HOURLY DEMAND FOR ALL SINKS, ETC., ARE ADDED TOGETHER TO DETERMINE THE MINIMUM REQUIRED RECOVERY RATE. 19. ALL LAVATORIES OR HAND SINKS WILL HAVE A COMBINATION FAUCET OR PREMIXING FAUCET CAPABLE OF SUPPLYING WATER TEMPERED TO 100°F. SLEF-CLOSING OR METERED FAUCET TO PROVIDE AT LEAST 15 SECONDS OF WATER WITHOUT REACTIVATION. 20. ALL PLUMBING, ELECTRICAL AND GAS LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO AS GREAT AN EXTENT AS POSSIBLE. ALL EXPOSED CONDUITS, PLUMBING, ETC. SHALL BE INSTALLED AT LEAST 6" OFF FLOOR AND 3/4" FROM WALLS USING STANDOFF BRACKETS. 21. CONDUITS, PLUMBING OR PIPING CANNOT BE INSTALLED ACROSS ANY AISLE WAY, TRAFFIC AREA OR DOOR OPENING. 22. MULTIPLE RUNS OR CLUSTERS OF CONDUIT OR PIPELINES SHALL BE FURRED IN OR ENCASED IN AN APPROVED SEALED ENCLOSURE. 23. ALL LIQUID WASTE SHALL BE DRAINED BE MEANS OF INDIRECT WASTE PIPES INTO A FLOOR SINK. FLOOR SINKS ARE TO BE INSTALLED FLUSH WITH THE FINISHED FLOOR SURFACE AND HAVE SUITABLE EASILY REMOVABLE SAFETY COVER GRATES. 24. FLOOR SINK TO BE 50% EXPOSED WHEN NO ACCESS IS PROVIDED FOR CLEANING OR BE IN LINE WITH THE FRONT OF ELEVATED FREESTANDING EQUIPMENT. 25. APPROVED BACKFLOW PREVENTION DEVICES SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND A SOURCE OF CONTAMINATION. HOSES SHALL NOT BE ATTACHED TO A FAUCET OR HOSE BIB UNLESS AN APPROVED BACKFLOW PREVENTER IS PROVIDED. 26. WATER SUPPLY TO CARBONATORS SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER. THE RELIEF VALVE SHALL DRAIN INDIRECTLY TO SEWER WITH A LEGAL AIR GAP. 27. THE JANITORIAL SINK TO BE A MINIMUM 24" BY 24" FLOOR-MOUNTED TYPE. FOR CLEANING FLOOR MATS, THE JANITORIAL SINK TO BE A MINIMUM OF 24" BY 36" FLOOR-MOUNTED TYPE. MOPS SHALL BE PLACED IN A POSITION THAT ALLOWS THEM TO AIR-DRY WITHOUT SOILING WALLS, EQUIPMENT, OR SUPPLIES. 28. THE JANITORIAL SINK FAUCET WILL HAVE A THREADED OUTER LIP FOR HOSE ATTACHMENT AND AN APPROVED BACKFLOW PREVENTION NO CHEMICAL DISPENSING SYSTEMS OR SHUTOFF VALVES TO BE ATTACHED TO MOP SINK FAUCET OUTLET 9UNLESS A "SIDEKICK" PLUMBING DEVICE IS INSTALLED). 29. NO CONDENSATE OR WASTEWATER INCLUDING HVAC WILL DRAIN INTO THE JANITORIAL SINK. 30. GREASE TRAP TO BE LOCATED OUTSIDE THE FOOD SERVICE ACTIVITY AREA, FLUSH WITH THE FINISHED FLOOR WHEN INDOORS. LOCAL WASTEWATER DISTRICT OR BUILDING DEPARTMENT TO BE CONTRACTED FOR GREASE REMOVAL REQUIREMENTS. 31. FLOOR DRAINS SHALL BE INSTALLED IN FLOORS THAT ARE WATER-FLUSHED FOR CLEANING AND IN AREAS WHERE PRESSURE SPRAY METHODS FOR CLEANING EQUIPMENT ARE USED, IN RESTROOMS, JANITORIAL ROOMS, SCULLERIES, AND AT BARS WITH WAREWASHING. FLOOR SURFACES IN AREAS PURSUANT TO THIS SHALL BE SLOPED 1:50 TO THE FLOOR DRAINS. 32. EXHAUST A MIN. OF 12 AIR CHANGES PER HOUR VENTILATION TO ALL TOILET ROOMS, JANITOR CLOSETS WITH MOP SINKS, AND INDOOR TRASH ROOMS. 33. ADEQUATE VENTILATION TO BE PROVIDED IN DRESSING/ CHANGE ROOM(S). 34. THE FLOOR FINISH WILL HAVE A SMOOTH SURFACE UNDER ALL EQUIPMENT AND WALKWAYS WILL HAVE A LIGHT TEXTURE ONLY. 35. THE PAINT USED ON WALLS AND CEILINGS OF ALL KITCHEN, FOOD PREPARATION, WORK, AND STORAGE AREAS WILL BE A GLOSS OR SEMI-GLOSS ENAMEL. FINISH MATERIAL SHALL BE LIGHT COLOR IN FOOD PREP AREAS FOR EASY CLEANING. 36. PRIOR TO INSTALLATION, SAMPLES OF FINISHED TO BE SUBMITTED TO ENVIRONMENTAL HEALTH FOR APPROVAL AS NEEDED. 37. COLD STORAGE ROOMS SHALL BE PROVIDED WITH A SECTION OF SHELVING INSTALLED TO HOLD SHALLOW COOL DOWN PANS - NOT TO EXCEED 4" IN HEIGHT. SPACE BETWEEN SHELVING TO BE AT LEAST 8" HIGH. 38. BACKUP DRY STORAGE SHELVING SHALL BE A MINIMUM OF 96 LINEAR FEET (MEASURED WITH TIERS) OR 25% OF KITCHEN, FOOD PREP, AND WORK AREAS, WHICHEVER IS GREATER. SHELVING SHALL BE AT LEAST 18" DEEP AND START A MINIMUM SIX INCHES OFF THE SURFACE. 39. SHELVING OVER WET AREAS (SINKS, MOP SINKS ETC.) AND FOOD PREP SURFACES WILL BE METAL. 40. ALL SEAMS, GAPS, OPENINGS TO BE PROPERLY SEALED. 29. A SODIUM BICARBONATE OR POTASSIUM BICARBONATE DRY-CHEMICAL-TYPE PORTABLE FIRE EXTINGUISHER HAVING A MINIMUM RATING OF 40-B SHALL BE INSTALLED WITHIN 30 FEET OF COMMERCIAL FOOD HEATING PROCESSING EQUIPMENT. (CFC) 30. SEPARATE PLAN FOR ALL FIXED AND MOBILE FIRE PROTECTION EQUIPMENT, AND ALL FIRE ALARM SYSTEM SHALL BE SUBMITTED TO THE FIRE MARSHALL FOR APPROVAL PRIOR TO INSTALLATION. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE PREVENTION BUREAU BEFORE THE BUILDING IS OCCUPIED. 31. PROVIDE EXTERIOR DOOR SIGN STATING "FIRE RISER ROOM". 32. ALARM LOCKS AND PANIC HARDWARE SHALL BE APPROVED BY THE CITY INSPECTOR OR FIRE MARSHALL. 33. WHERE PANIC OR FIRE EXIT HARDWARE IS INSTALLED, INSTALL 34" MIN. AND 44" MAX. A.F.F. (CBC 2022, SEC.1008.1.9.2). 34. THE PATH OF EXIT TRAVEL TO AND WITHIN EXITS IN THIS BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF 2022 CBC SEC. 1011 AND AS NOTED BELOW: A. EXIT SIGN SHALL BE LOCATED TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS. (CBC 2022, SEC. 1011.1) B. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN THE EXIT ACCESS CORRIDOR OR EXIT PASSAGEWAY IS MORE THAN 100 FEET OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN. (CBC 2022, SEC. 1011.1) C. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY ELECTRICAL POWER SYSTEM (STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON-SITE GENERATOR SET) OR AN APPROVED SELF ILLUMINATIONS SYSTEM THAT PROVIDES CONTINUOUS ILLUMINATION INDEPENDENT OF THE EXTERNAL POWER SOURCES FOR A DURATION OF NOT LESS THAN 90 MIN, IN CASE OF POWER LOSS, TO ENSURE THAT EXIT SIGN ARE ILLUMINATED AT ALL TIMES. (2022 CBC SEC. 1011.6.3) D. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THEN 5 FOOT CANDLES (54lx). INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND 2022 CBC CHAPTER 27. (2022 CBC SEC. 1011.6, 1011.5) 35. ANY TIME A BUILDING OR PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESS SERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1 FOOT CANDLE (77 LUX) AT THE FLOOR LEVEL." PER 2022 CBC SEC. 1006.1, 1006.2. 36. REFER TO SITE PLAN FOR ROUTE OF ACCESSIBILITY FROM MAIN ENTRANCE TO ACCESSIBLE PARKING. 37. THE MEANS OF EGRESS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-6", PER 2022 CBC, SECTION 1003.2. 38. FIRE AND/OR SMOKE DAMPER ASSEMBLIES, INCLUDING SLEEVES, AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE INSPECTION SERVICES DIVISION PRIOR TO INSTALLATION. 39. ELEVATOR DOORS MUST BE INSTALLED IN ACCORDANCE WITH THE APPROVAL ON THE AFFIXED FIRE RESISTANCE APPROVAL LABEL. WHERE ELEVATOR DOORS ARE NOT IDENTIFIED WITH APPROVED LABELS, THEY MUST BE INSTALLED IN THE SAME MANNER AS A HOUR FIRE ASSEMBLY. 40. REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR LOCATION OF EXIT LIGHTS AND OTHER LIFE SAFETY EQUIPMENT. VERIFY LOCATIONS WITH IKEDO DESIGN BEFORE INSTALLATION. 41. OFFICE AREA: 2AIOBC WITH MAXIMUM TRAVEL DISTANCE OF 75' 42. RETAIL SALES FLOOR AND NON-HPS STORAGE ROOMS: 3A40BC WITH MAXIMUM TRAVEL DISTANCE OF 75' 43. 4A60BC WITH MAXIMUM TRAVEL DISTANCE OF 50'. 44. THERE IS A LEVEL FLOOR OR LANDING ON EACH SIDE OF ALL DOORS. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4" (19.1 MM) IN HEIGHT ABOVE THE FINISHED FLOOR OR LANDING FOR SLIDING DOORS SEVING DWELLING UNITS OR 1/2" (12.7 MM) ABOVE THE FINISHED FLOOR FOR OTHER DOORS. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATHER THAN 1/4" (6.4 MM) AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50% SLOPE). (2022 CBC SEC. 1008.1.7) 45. RELOCATE AND/OR ADD SPRINKLER HEADS AS REQUIRED TO COMPLY WITH ALL APPLICABLE CODES. 46. AN AUTOMATIC EXTINGUISHING SYSTEM SHALL BE PROVIDED TO PROTECT COMMERCIAL TYPE FOOD HEATING EQUIPMENT THAT PRODUCE - LADEN VAPORS AND SHALL COMPLY WITH 2022 CFC, AMC AND 2002 NFPA 17A. REVIEW AND APPROVAL OF A HOOD AND DUCT EXTINGUISHING SYSTEM PLAN IS REQUIRED PRIOR TO INSTALLATION OR USE OF COOKING EQUIPMENT. 47. LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906 AND CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19. 48. DURING CONSTRUCTION, AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED ON EACH FLOOR LEVEL AT EACH STAIRWAY, IN ALL STORAGE AND CONSTRUCTION SHEDS, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER CFC SECTION 3315.1. 49. IN BUILDINGS THAT REQUIRE STANDPIPES, STANDPIPES SHALL BE PROVIDED DURING CONSTRUCTION WHEN THE HEIGHT REACHES 40 FT. ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. A FIRE DEPARTMENT CONNECTION SHALL BE NO MORE TTHAN 100 FT. FROM AVAILABLE FIRE DEPARTMENT VEHICLE ACCESS ROADWAYS. CFC SECTIONS 3310, 3313 50. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL CONFORM TO CFC CHAPTER 33. WELDING, CUTTING, AND OTHER HOT WORK SHALL BE IN CONFORMANCE WITH CFC CHAPTER 35. 51. ADDRESS IDENTIFICATION SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A LOCATION THAT IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. WHERE ACCESS IS BY WAY OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, AN APPROVED SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. PREMISES IDENTIFICATION SHALL CONFORM TO CBC SECTION 501.2. 52. WALL, FLOOR AND CEILING FINISHES AND MATERIALS SHALL NOT EXCEED THE INTERIOR FINISH CLASSIFICATIONS IN CBC TABLE 803.11 AND SHALL MEET THE FLAME PROPAGATION PERFORMANCE CRITERIA OF THE CALIFORNIA CODE OF REGULATIONS, TITLE 19, DIVISION 1. DECORATIVE MATERIALS SHALL BE PROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIRE MARSHAL WITH APPROPRIATE DOCUMENTATION PROVIDED TO THE CITY OF SAN DIEGO. FIRE EXTINGUISHER & EXIT NOTES: 1. (IF REQUIRED) COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS; FIRE- EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC SPRINKLERS AND WET AND DRY STANDPIPES; HALON SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE EXTINGUISHING SYSTEMS; BASEMENT PIPES INLETS; AND OTHER FIRE PROTECTION SYSTEMS AND APPURTENANCES THEREOF SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. (CFC 901.2) 2. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS SHALL BE SUBMITTED TO THE CITY OF CITY OF SAN DIEGO DEVELOPMENT SERVICES FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. (CFC 907.1.1) 3. APPROVED AUTOMATIC FIRE-EXTINGUISHING SYSTEMS SHALL BE PROVIDED FOR THE PROTECTION FOR THESE SYSTEMS SHALL BE SUBMITTED TO FIR PLAN CHECK REVIEW AND APPROVAL PRIOR TO INSTALLATION. (CFC) 4. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLERS SYSTEMS AND WATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS 100 OR MORE. (CFC) 5. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH CFC. 6. INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED FOR FIRE PERFORMANCE AND SMOKE DEVELOPMENT IN ACCORDANCE WITH 2022 CBC SEC. 803.1.1 OR 803.1.2 AND TABLE 803.9. 7. FIRE OR SMOKE DAMPERS ASSEMBLIES, INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 8. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER SYSTEM AND FIRE ALARM MUST BE SUBMITTED TO AND APPROVED BY THE FIRE PREVENTION BUREAU BEFORE THIS EQUIPMENT IS INSTALLED. 9. ONE-HOUR FIRE-RATED CORRIDORS SHALL HAVE DOOR OPENINGS PROTECTED BY TIGHT-FITTING SMOKE AND DRAFT CONTROL ASSEMBLIES RATED 20 MINUTES. DOORS SHALL MAINTAINED SELF-CLOSING OR BE AUTOMATIC-CLOSING BY ACTION OF A SMOKE DETECTOR. DOORS SHALL BE GASKETED TO PROVIDE A SMOKE AND DRAFT SEAL WHERE THE DOOR. ALL CIRCUIT BREAKERS SHALL BE LABELED TO CLEARLY MEET THE STOP ON SIDES AND TOP. INDICATE AREAS SERVED. THE MAIN ELECTRICAL SHUT-OFF SHALL BE IDENTIFIED WITH EITHER THE BUSINESS NAME OR THE BUSINESS ADDRESS. 10. GOOD HOUSEKEEPING SHALL BE MAINTAINED AT ALL TIMES. EXCESSIVE ACCUMULATION OF COMBUSTIBLE WASTE MATERIALS IN THE BUILDING IS PROHIBITED. 11. WHEN ADDITIONAL DOORS ARE PROVIDED FOR EGRESS OF COMMERCIAL-TYPE COOKING EQUIPMENT. SEPARATED COMPLETE PURPOSES, THEY SHALL CONFORM TO ALL PROVISIONS OF CHAPTER 10 12. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH (CFC). 13. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS, MUST BE SUBMITTED TO AND APPROVED BY THE FIRE PREVENTION BUREAU BEFORE EQUIPMENT IS INSTALLED WHERE THE NUMBER OF SPRINKLERS IS 20 OR MORE. 14. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2022 CFC- CHAPTER 14. 15. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION. (CAL CODE REGS., TIT. 19, SEC. 3.08, 3.21, 2022 CFC SEC. 807) 16. THE SIZE AND DISTRIBUTION OF PORTABLE FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH SEC. 906.3.1 AND 906.3.4. 17. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS; FIRE-EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC SPRINKLERS AND WET & DRY STANDPIPES; HALON SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE -EXTINGUISHING SYSTEMS; BASEMENT PIPE INLETS; AND OTHER FIRE-PROTECTION SYSTEMS AND APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND HAZARD PREVENTION SERVICES FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. (2022 CFC SEC. 907) 18. FIRE-EXTINGUISHING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH 2022 CBC SEC. 906. 19. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS, PUMPS, TANKS, WATER LEVELS AND TEMPERATURES, CRITICAL AIR PRESSURES AND WATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRONICALLY SUPERVISED BY A LISTED FIRE ALARM CONTROL UNIT WHERE THE NUMBER OF SPRINKLERS IS 20 OR MORE. (UBC/2022 CBC SEC. 903.4) WATER FLOW NOTIFICATION IS REQUIRED IN THE TENANT SPACE. 20. FIRE ALARM AND DETECTION SYSTEMS SHALL BE IN ACCORDANCE WITH 2022 CFC SEC. 907. 21. AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 4-A-20BC SHALL BE PROVIDED OUTSIDE EACH MECHANICAL, ELECTRICAL, OR BOILER ROOM. (2022 CFC SEC. 906.) 22. REQUIRED ACCESS APPROVED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 100 FEET (30,480 MM) OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. (2022 CFC, SECTION 1410.1) 23. FIRE DEPARTMENT INSPECTIONS MUST BE SCHEDULE 48 HOURS IN ADVANCED. 24. FIRE EXTINGUISHERS MUST BE INSTALLED IN A VISIBLE AND ACCESSIBLE MANNER NOT LESS THAN 4" FROM THE BOTTOM, AND 40" A.F.F. (ABOVE FLOOR FINISH) TO THE HANDLE. 25. START PLACEMENT OF ALL FIRE EXTINGUISHERS AT THE EXTERIOR EXIT DOORS. CONTINUE PLACEMENT THROUGHOUT THE FACILITY, NOT EXCEEDING THE PRESCRIBED TRAVEL DISTANCE. 26. SIGNAGE DIRECTION OCCUPANTS TO THE FIRE EXTINGUISHERS MAY BE REQUIRED, AT THE DIRECTION OF THE FIRE INSPECTOR. 27. DUCT PENETRATIONS AND AIR TRANSFER OPENINGS THROUGH PROTECTIVE ELEMENT OF FIRE RATED CORRIDOR WALLS SHALL BE PROTECTED WITH A FIRE DAMPERS PER 2022 CBC SEC. 717. 28. WHERE THE FIRE EXTINGUISHER IS NOTED ON OFFICE AREAS PROVIDE A SEMI-RECESSED CABINET OR FULLY RECESSED CABINET BASED ON WALL THICKNESS. PROVIDE A SURFACE MOUNTED CABINET WHERE FIRE EXTINGUISHER IS NOTED ON PLANS AGAINST A CONCRETE WALL OR IN BACK AREAS. 53. KEY BOXES SHALL BE PROVIDED FOR ALL HIGH-RISE BUILDINGS, POOL ENCLOSURES, GATES IN THE PATH OF FIREFIGHTER TRAVEL TO STRUCTURES, SECURED PARKING LEVELS, DOORS GIVING ACCESS TO ALARM PANELS AND/ OR ANNUNCIATORS, AND ANY OTHER STRUCTURES OR AREAS WHERE ACCESS TO AN AREA IS RESTRICTED. 54. DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY AN APPROVED SPRINKLER SYSTEM OR LOCATED IN A TYPE I OR TYPE IIA STRUCTURE SEPARATED BY 10 FEET FROM OTHER STRUCTURES. CONTAINERS LARGER THAN 1 CUBIC YARD SHALL BE OF NON- OR LIMITED-COMBUSTIBLE MATERIALS OR SIMILARLY PROTECTED OR SEPARATED. CFC 304.3 55. EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHER LOCATIONS, AND STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL. 56. OPEN FLAMES, FIRE, AND BURNING ON ALL PREMISES IS PROHIBITED EXCEPT AS SPECIFICALLY PERMITTED BY THE CITY OF SAN DIEGO AND CFC 308. 57. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN ANY EGRESS PATHS. GREEN BUILDING STANDARDS CODE (CALGREEN) REQUIREMENTS THE NON-RESIDENTIAL REQUIREMENTS OF THE CALIFORNIA GREEN BUILDING CODE APPLIES TO ALL NEW NON-RESIDENTIAL CONSTRUCTION INCLUDING HIGH RISE BUILDINGS, ADDITIONS OF 1000 SQUARE FEET OR GREATER, AND/OR BUILDING ALTERATIONS WITH A PERMIT VALUATION OF $200,000 OR ABOVE. NON RESIDENTIAL BUILDING INCLUDES ALL OCCUPANCIES THAT ARE WITHIN THE AUTHORITY OF THE CALIFORNIA BUILDING STANDARD COMMISSION. 1. PLEASE NOTE "CALGREEN" REQUIREMENTS FOR BUILDING ADDITIONS OR ALTERATIONS SHALL APPLY ONLY TO THE PORTION THAT IS BEING ALTERED OR ADDED. 2. FOR SPRINKLERED BUILDINGS, PREVENT IRRIGATION SPRAY ON STRUCTURES. 3. ADHESIVES, SEALANTS, CAULKS. ADHESIVES AND SEALANTS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS. (SECTION 5.504.4.1 OF CAL GREEN) ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1 AND 5.504.4.1 OF CALGREEN. (SEC. 5.504.4.1) 4. A LETTER FROM THE CONTRACTOR AND OR THE BUILDING OWNER CERTIFYING WHAT MATERIAL HAS BEEN USED AND ITS COMPLIANCE WITH THE CODE MUST BE SUBMITTED TO THE BUILDING INSPECTOR. 5. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, TITLE 17, COMMENCING WITH SECTION 94507. 6. ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH TABLE 5.504.4.2 UNLESS MORE STRINGENT LOCAL LIMITS APPLY (SECTION 5.504.3 OF CALGREEN) 7. AEROSOL PAINTS AND COATINGS. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(3) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES (CCR, TITLE 17, SECTION 94520 ET SEQ). (SECTION 5.504.4.3.1 OF CALGREEN) 8. A LETTER FROM THE CONTRACTOR AND OR THE BUILDING OWNER CERTIFYING WHAT PAINT HAS BEEN USED AND ITS COMPLIANCE WITH THE COD MUST BE SUBMITTED TO THE BUILDING INSPECTOR. 9. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. 10. AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING SHALL MEET ONE OF THE FOLLOWING CRITERIA: 1) CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM 2) COMPLIANT WITH THE VOC-EMISSION LIMITS AND TESTING REQUIREMENTS SPECIFIED IN THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S 2010 STANDARD METHOD FOR THE TESTING AND EVALUATION CHAMBERS, VERSION 1.1, FEBRUARY 2010 3) COMPLIANT WITH THE CALIFORNIA COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CA-CHPS) CRITERIA INTERPRETATION FOR EQ 2.2 DATED JULY 2012 AND LISTED IN THE CHPS HIGH PERFORMANCE PRODUCT DATABASE. 4) COMPLIANT WITH CDPH CRITERIA AS CERTIFIES UNDER THE GREENGUARD CHILDREN'S & SCHOOL PROGRAM 11. PROHIBIT SMOKING WITHIN 25 FT OF BUILDING ENTRIES, OUTDOOR AIR INTAKES AND OPERABLE WINDOWS WHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, AND IN BUILDINGS. SHOW NO SMOKING AREA BY SIGNAGE OR OTHERWISE IN THOSE SPECIFIC AREA OUTLINED ABOVE. 12. COMPLY WITH SECTIONS 5.106.4.1 OR 5.106.4.2; OR MEET LOCAL ORDINANCE, WHICHEVER IS STRICTER. 5.106.4.1: IF THE PROJECT IS ANTICIPATED TO GENERATE VISITOR TRAFFIC, PROVIDE PERMANENTLY ANCHORED BICYCLE RACKS WITHIN 200 FEET OF THE VISITORS ENTRANCE, READILY VISIBLE TO PASSERS-BY, FOR 5% OF VISITOR MOTORIZED VEHICLE PARKING CAPACITY, WITH A MINIMUM OF ONE TWO-BIKE CAPACITY RACK. 5.106.4.2: FOR BUILDINGS WITH OVER 10 TENANT-OCCUPANTS, PROVIDE SECURE BICYCLE PARKING FOR 5 PERCENT OF MOTORIZED VEHICLE PARKING CAPACITY, WITH A MINIMUM OF ONE SPACE. ACCEPTABLE PARKING FACILITIES SHALL BE CONVENIENT FROM THE STREET AND MAY INCLUDE: 1. COVERED, LOCKABLE ENCLOSURES WITH PERMANENTLY ANCHORED RACKS FOR BICYCLES; 2. LOCKABLE BICYCLE ROOMS WITH PERMANENTLY ANCHORED RACKS; 3. AND LOCKABLE, PERMANENTLY ANCHORED BICYCLE LOCKERS. SCALE: PROJECT NO: DRAWN: DATE: SHEET NO: REVISION: BID SET: HEALTH SUBMITTAL: TENANT APPROVAL: All ideas, design arrangements, and plans indicated or represented by this drawing are owned by, and the property of Ikedo Design. and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Ikedo Design. Filing of these drawings or specifications with any public agency is not a publication of same. No reproduction is therefore permissible without the written consent of Ikedo Design. 990 Highland Drive Suite 101 Solana Beach, CA 92075 p: 858.436.7967 REVISION: REVISION: REVISION: REVISION: REVISION: REVISION: REVISION: THIS PERMIT APPLICATION SET OF DRAWINGS ARE INTENDED FOR BUILDING DEPARTMENT REVIEW ONLY. REVISIONS DUE TO PLAN CHECK AND IKEDO DESIGN REVIEW/COORDINATION MAY BE REQUIRED. CT0723 SI, JD 03 / 20 / 24

THE COTTAGE
1555 CAMINO DEL MAR #102
DEL MAR, CA 92014
NEW RESTAURANT TRELLIS CITY SUBMITTAL: DESIGN Space Planning & Interior Design 21 April 1, 2024 Item 10
N.T.S.

GENERAL NOTES
T4
PROJECT NOTES:

1. NOTIFY IKEDO DESIGN OF ANY DISCREPANCIES WITH PLANS. CALL TO OBTAIN CLARIFICATION PRIOR TO CONSTRUCTION/ INSTALLATION/ ORDERING.

2. CALL IKEDO DESIGN IF DESIGN INTENT IS NOT CLEAR. AT NO TIME IS THE CONTRACTOR TO ASSUME OR GUESS IKEDO DESIGN'S DESIGN INTENT.

3. ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A

POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. (CFC)

4. THE CONSTRUCTION, REMODEL, OR DEMOLITION OF A BUILDING SHALL COMPLY WITH C.F.C.

5. BLOCKING REQUIRED IN METAL STUD CAVITY AT CABINETS AND COUNTERS.

6. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

7. PRIOR TO CONSTRUCTION OF WALLS, LAYOUT NEEDS TO BE APPROVED BY IKEDO DESIGN. GENERAL CONTRACTOR IS TO INFORM IKEDO DESIGN IMMEDIATELY IF

THERE ARE ANY DIMENSIONAL DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS.

8. THE PROPOSED BUSINESS OR PERSONAL/ PUBLIC OFFICE BUILDING TENANT IMPROVEMENT IS TO BE MADE ACCESSIBLE, PER SECTION 11B-202.4, AS FOLLOWS:

A. OFFICE IMPROVEMENTS WITH CONFERENCE ROOMS SHALL HAVE THE CONFERENCE ROOMS COMPLY WITH THE REQUIREMENTS OF 1114B.1.1. (ASSISTED LISTENING SYSTEMS: 11B-219?)
B. CONFERENCE, RECEPTION, WAITING, OFFICE (CUBICLES OR WALLS) WITH ASSOCIATED TOILETS ARE TO BE ACCESSIBLE.

C. EMPLOYEE WORK AREAS (INCLUDING EMPLOYEE LOUNGE) SHALL HAVE A MINIMUM 36" CLEAR WIDTH ACCESS.

H.C. COUNTER NOTES:

1. THE KNEE CLEARANCE FOR ACCESSIBLE DINING AND WORK SURFACES SHALL EXTEND 19" (483mm) DEEP MIN. AT 27" (686mm) A.F.F. AND 30" (762mm) WIDE MIN. (SEC. 11B-306.3)

2. THE TOP OF ACCESSIBLE TABLE AND COUNTER SHALL BE 28" TO 34" (711mm TO 864mm) A.F.F. OR GROUND (SEC. 11B-902.3)

3. RECEPTION DESK/ COUNTER WILL BE ACCESSIBLE TO THE DISABLED. COUNTER HEIGHT SHALL BE 28"-34" (610-864 mm) FOR A MIN. LENGTH OF 36" (914 mm).

FINISH NOTES:

1. WALL & CEILING FINISHES IN WORK FOOD PREP. KITCHEN & STORAGE AREAS TO HAVE A REFLECTANCE VALUE OF 70% OR HIGHER.

2. SUBMIT SAMPLE OF CEILING TILE TO ENVIRONMENTAL HEALTH PRIOR TO

INSTALLATION

3. SUBMIT SAMPLE OF FLOOR COVERING TO ENVIRONMENTAL HEALTH PRIOR TO INSTALLATION.

4. SUBMIT SAMPLE OF "SLIMFOOT" BASE TILE TO ENVIRONMENTAL HEALTH PRIOR TO

INSTALLATION

5. WALL SURFACES BEHIND SINKS (POTS AND PANS, JANITORIAL, UTENSIL, FOOD

PREPARATION, HAND BASINS) AND DISHWASHERS MUST HAVE A MINIMUM EIGHT (8) FOOT HIGH WATER RESISTANT WALL MATERIAL. FRP, STAINLESS STEEL, CERAMIC TILE, OR OTHER APPROVED MATERIALS ARE ACCEPTABLE IN THESE AREAS. FRP AND METAL FLASHING SURFACES NEED TO BE SEALED TO THE SUB-WALL SURFACE.

6. SEE FINISHES FOR EGGSHELL OR SEMI-GLOSS

7. INTERIOR FINISHES SHALL COMPLY WITH CODES AS FOLLOW. U.F.C. APPENDIX V1-C & 2022 CBC CHAPTER 8.

8. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION.

9. ALL SAMPLES MUST BE SUBMITTED & APPROVED BY IKEDO DESIGN OR TENANT

PRIOR TO INSTALLATION

10. ALL INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED FOR FIRE

PERFORMANCE AND SMOKE DEVELOPMENT IN ACCORDANCE WITH SECTION 803.1.1 OR 803.1.2, EXCEPT AS SHOWN IN SECTION 803.2 THROUGH 803.13.

11. ALL DOORS & TRIM TO BE A.F.F. OR BUILDING STANDARDS.

12. ALL FLOOR FINISH TRANSITIONS BETWEEN ROOMS TO OCCUR @ CENTER LINE OF DOOR (WHEN CLOSED).

TELEPHONE AND ELECTRICAL NOTES:

1. NOTIFY IKEDO DESIGN OF ANY DISCREPANCIES BETWEEN IKEDO DESIGN POWER/SIGNAL PLAN AND ELECTRICAL ENGINEER POWER/SIGNAL PLAN. G.C. TO OBTAIN CLARIFICATION PRIOR TO CONSTRUCTION.

2. ELECTRICAL CONTRACTOR SHALL SUBMIT ALL NECESSARY DRAWINGS, CATALOGE CUTS, ETC. FOR IKEDO DESIGN'S REVIEW. SUBSTITUTIONS SHALL NOT BE MADE

UNLESS IKEDO DESIGN 'S CONCURRENCE IS RECEIVED AND SHOP DRAWINGS ARE SUBMITTED FOR IKEDO DESIGN'S REVIEW.

3. THE ELECTRICAL ENGINEER POWER/SIGNAL PLAN IS FOR POWER AND CIRCUITING REQUIREMENTS AND SWITCH LOCATIONS ONLY. LOCATIONS OF OUTLETS SHALL BE SHOWN ON IKEDO DESIGN POWER/SIGNAL PLAN.

4. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LUMINAIRES AND LAMPS.

5. BACK TO BACK ELECTRICAL COMMUNICATION AND SWITCH BOXES SHALL BE STAGGERED WITH ONE FULL HEIGHT STUD BETWEEN THEM, U.N.O. DIM WHERE INDICATED ON PLANS REFERENCE CENTER OF SINGLE BOX.

6. CONTRACTOR TO VERIFY LOCATION OF CABINETRY PRIOR TO LOCATING ELECTRICAL AND COMMUNICATION OUTLETS PROPER PLACEMENT. DO NOT BURY OUTLETS BEHIND CABINETRY.

7. STANDARD HEIGHT OF ELECTRICAL OUTLETS TO BE 15" ABOVE FINISH FLOOR. ALL

OUTLETS SHOWN MOUNTED ABOVE COUNTERS OR BACK SPLASHES SHALL BE MOUNTED HORIZONTALLY WITH 2" BETWEEN EDGE OF FACE PLATE AND CABINETRY, U.N.O.

8. PROVIDE FLUORESCENT LIGHT FIXTURES PER PLAN.

9. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTS PER APPLICABLE CODES.

10. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY EXIT SIGNS PER T-24 AND BUILDING/FIRE INSPECTOR'S REQUIREMENTS AND LOCATIONS.

11. DEDICATED OUTLETS AT LUNCH RMS, COPIERS AND SERVERS, SEE PLAN

12. GENERAL CONTRACTOR TO VERIFY HEIGHT, DEPTH, AND WIDTH OF POWER, DATA,

CONDUITS, JUNCTION BOXES, PANELS, AND FIRE ALARMS PRIOR TO FURRING OUT WALLS. NOTIFY IKEDO DESIGN IF THERE ARE ANY DISCREPANCIES.

13. FOR MANUFACTURES TYPES DETAILS AND SPECS OF PANEL BOXES, RAISERES, CIRCUITING, ETC., SEE ELECTRICAL ENGINEERING DRAWINGS.

14. ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS ARE TO BE INSTALLED AT MIN. 15" ABOVE FLOOR U.N.O. ALL OUTLET HEIGHTS ARE GIVEN FOR ROUGH FLOOR TO CENTERLINE OF COVERPLATE. MOUNTED VERTICALLY. PAIRS OF OUTLETS ARE DIMENSIONED TO CENTERLINE OF OUTLETS (6"+ O.C.).

15. ALL OUTLETS SHOWN BACK-TO-BACK IN PARTITIONS SHALL BE OFFSETS THE

MINIMUM DIMENSION REQUIRED TO AVOID BACK-TO-BACK INSTALLATION AND ALLOW FOR A METAL STUD TO COME BETWEEN THEM.

16. ALL DEVICES AND COVERPLATES TO BE WHITE PLASTIC U.N.O.

17. ELECTRICAL CONTRACTOR SHALL LOCATE ALL TELEPHONE AND ELECTRIC OUTLETS AT

FLOOR AND WALL AND HAVE IKEDO DESIGN'S APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION.

18. NO BELOW FLOOR JUNCTION BOXES UNLESS UNAVOIDABLE. IF SUCH WORK IS

NEEDED IT SHALL BE SCHEDULED SO AS NOT TO DISTURB OR CAUSE DAMAGE TO ANY OTHER TENANT IN THE BUILDING (TYPICAL FOR ANY WORK INCLUDING OVERTIME).

19. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT FIELD CONDITIONS FOR MECHANICAL, SWITCH AND FIXTURE RELATIONSHIPS. ANY DISCREPANCIES SHALL BE REPORTED TO IKEDO DESIGN.

20. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT FIELD CONDITIONS FOR MECHANICAL, SWITCH AND FIXTURE RELATIONSHIPS. ANY DISCREPANCIES SHALL BE REPORTED TO IKEDO DESIGN.

21. FOR APPLIANCES SUBMIT MANUFACTURER'S LITERATURE INCLUDING FULL PRODUCT DESCRIPTIONS. ILLUSTRATIONS, SPECIFICATIONS, AND LINE DRAWINGS SHOWING CLEARANCES AND ROUGH-IN INFORMATION.

22. ALL LOCATION OF TELEPHONE WORK SHALL BE COORDINATED BY THE G.C. IKEDO DESIGN, TENANT'S CONSULTANT AND TELEPHONE COMPANY.

23. ELECTRICAL CONTRACTOR TO PROVIDE 1'' CONDUIT AT ALL BACK-TO-BACK WALL MOUNTED TELEPHONE OUTLETS U.N.O. ELECTRICAL CONTRACTOR TO OBTAIN ALL

ADDITIONAL TELEPHONE CONDUIT REQUIREMENTS FROM THE TENANT'S TELEPHONE CONSULTANT.

24. ELECTRICAL CONTRACTOR TO INSTALL CONDUIT FOR WORD
PROCESSING/COMMUNICATIONS EQUIPMENT. CONDUIT SHALL BE ROUTED AT LEAST 6'' FROM ALL A.C. CONDUIT, 2'-0" FROM FLUORESCENT FIXTURES, 6'-0" FROM

ELEVATOR SHAFTS AND ELECTRICAL ROOMS OR ANY DEVICE WHICH MAY CAUSE INTERFERENCE WITH DATA TRANSMISSION OR RECEPTION.

25. PROVIDE BOXES, WIRING DEVICES, PLATES, CONDUIT AND WIRING TO "J" BOXES AND ALL HOLD OPEN DOORS.

26. PROVIDE TRANSFORMERS WHEN NECESSARY FOR LOW VOLTAGE LIGHTING, BUSY LIGHTS OR OTHER SPECIAL ITEMS. VERIFY LOCATION WITH IKEDO DESIGN .

27. ELECTRICAL CONTRACTOR TO CALCULATE VOLTAGE REQUIREMENTS WHEN NECESSARY TO SIZE SWITCHES AND PLAN CIRCUIT LOADS. UPON COMPLETION OF PROJECT, 2 SETS OF AS-BUILTS TO BE FURNISHED. ONE COPY TO BUILDING OWNER AND ONE TO IKEDO DESIGN .

28. SUBMITTAL OF BID INDICATES THE CONTRACTOR IS AWARE OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT.

29. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A

COMPLETE AND PROPERLY OPERATING SYSTEM AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN.

30. ALL MATERIAL AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN

INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR OF EQUIPMENT. MATERIALS SHALL BE LISTED

AND APPROVED BY UNDERWRITER'S LABORATORIES AND SHALL BEAR THE INSPECTION LABEL WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET

WITH THE APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING

BODIES HAVING ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN N.S.I., N.E.M.A., AND N.B.F.U..

31. THE COMPLETED JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE BY THE TENANT. ANY WORK MATERIAL OR EQUIPMENT

FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR.

32. THE ELECTRICAL CONTRACTOR SHALL CARRY OUT HIS/HER WORK IN ACCORDANCE WITH ALL GOVERNING FEDERAL, STATE AND LOCAL CODES INCLUDING O.S.H.A..

REFLECTED AND SUSPENDED CEILING NOTES:

1. ALL SUSPENDED CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF CBC SEC. 808.1.1.1, ASTM C 635 AND ASTM C 636.

2. PROVIDE ADDITIONAL SMOKE DETECTORS AS REQUIRED FOR BUILDING STD. LIFE SAFETY SYSTEM.

3. ALL BUILDING STD. LIGHT SWITCH AND ELECTRICAL COVER PLATES FINISH: MATCH WALL COLOR.

4. LOCATE LITE SWITCHES 4'-0" FROM CORNER OF DOOR TO AVOID DOOR SWING.

5. EXISTING SPRINKLER SYSTEM SHALL BE MODIFIED AS REQUIRED TO SUIT NEW BUILDING USE.

6. CONTRACTOR TO PROVIDE INDIVIDUAL SUPPLY AND RETURN AIR DIFFUSERS IN EACH ROOM, CAPABLE OF SUPPLYING OUTSIDE AIR, AT A MINIMUM RATE OF 15 CUBIC FEET PER MINUTE PER OCCUPANT. UNDERCUTTING OF DOORS OR USE OF GRILLS IN DOORS IS NOT ACCEPTABLE FOR RETURN AIR. PROVIDE (2)A/C/ PER HOUR IN ALL ROOMS.

7. PROVIDE ACCESS PANEL AT HARDLID AS REQUIRED.

8. THIS REFLECTED CEILING PLAN GOVERNS OVER MECHANICAL AND ELECTRICAL PLAN WITH REGARD TO PLACEMENT OF LIGHT FIXTURES. ALL SWITCH LOCATIONS AND

HVAC VENTS OR DIFFUSER LOCATIONS SHALL BE APPROVED BY IKEDO DESIGN PRIOR TO INSTALLATION. CONTACT IKEDO DESIGN IF PLANS ARE DIFFERENT.

9. SUSPENDED CEILINGS SHALL COMPLY WITH ASTM C635 & ASTM 636.

10. SUSPENDED CEILINGS SHALL COMPLY WITH 2022 CBC TABLE 25-A, 16-O AND 16-B.

11. ALL CEILING FINISHES SHALL COMPLY WITH FLAME SPREAD RATING PER 2022 CBC 803.1 AND TABLE 803.9

12. ALL CEILING FINISHES SHALL COMPLY WITH FLAME SPREAD RATING PER 2022 CBC 803.1 AND TABLE 803.9

13. PLEASE NOTE THAT SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D, E, & F PER ASCE 7-05 SECTION 13.5.6.2.1 SHALL HAVE THE FOLLOWING:

A) A HEAVY DUTY T-BAR SYSTEM SHALL BE USED.

B) THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NO LESS THAN 2".

C) IN EACH ORTHOGONAL HORIZONTAL DIRECTION ONE END OF THE CEILING GRID SHALL BE ATTACHED TO A CLOSURE ANGLE.

D) THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 3/4"

CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE OR A LISTED ASSEMBLY.

E) CEILING WITH WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZE TRIM RINGS FOR SPRINKLERS AND OTHER CEILING PENETRATIONS.

14. SHALL COORDINATE WITH ALL TRADES INVOLVED AND/OR PREPARE COMPOSITE

SHOP DRAWINGS FOR EACH FLOOR TO INSURE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS, ETC. NECESSARY TO MAINTAIN THE SPECIFIED FINISH CEILING HEIGHT ABOVE THE FINISH FLOOR SLAB AS NOTED OF THE DRAWINGS. CLARIFY CONFLICTS WITH IKEDO DESIGN .

15. FOR DETAILS OF BUILDING STANDARD LIGHTING FIXTURES, SWITCHES, PANEL BOXES,

JUNCTION BOXES, DIMMER CONTROLS, CIRCUITING, AIR CONDITIONING DUCT WORK, AIR SUPPLY DIFFUSERS, AIR RETURN GRILLS, THERMOSTATS, SMOKE DETECTORS, ETC.

SEE ORIGINAL BUILDING ELECTRICAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS.

16. THE ARCHITECTURAL REFLECTED CEILING DRAWINGS SHALL BE USED TO DETERMINE

THE LOCATION, QUANTITY, EXTENT AND TYPE OF LIGHT FIXTURES, CEILING TILE AND T-BAR. ANY CONFLICTS BETWEEN DRAWINGS SHALL BE SUBMITTED IN WRITING TO IKEDO DESIGN AND ENGINEERS DURING THE PRICING PERIOD. ALL CONFLICTS

ARISING DURING THE CONSTRUCTION SHALL BE SUBMITTED IN WRITING TO IKEDO DESIGN .

17. ALL BUILDING STANDARD EQUIPMENT INCLUDING LIGHT FIXTURES, LENSES, ETC.

SHALL BE FREE OF DEFECTS, ANY AND ALL DAMAGED, DENTED OR DEFECTIVE

EQUIPMENT, WHETHER IT BE BUILDING STANDARD OR SPECIAL ORDER, WILL BE REJECTED.

18. PERIMETER CEILING ANGLE, WHEN IT OCCURS, SHALL BE INSTALLED TIGHT TO PARTITION SURFACES, FREE FROM CURVES, BREAKS AND OTHER IRREGULARITIES.

19. SUSPENDED CEILING FRAMING SYSTEM SHALL BE DESIGNED FOR LATERAL FORCES (CP =0.20% WO (MINIMUM) = 4 P.S.F.) THE GRID SYSTEMS MAIN TEES AND CROSS TEES SHALL BE ABLE TO WITHSTAND LATERAL FORCES AND 100 POUNDS IN COMPRESSION AND TENSION. CEILING SUBCONTRACTOR TO PROVIDE APPOPRIATE WIRES FOR GRID, LIGHTS, HVAC AND DIFFUSERS.

20. TO NOTIFY IKEDO DESIGN WHERE ACCESS PANELS ARE REQUIRED TO MEET CODE AND SERVICE MECHANICAL EQUIPMENT.

21. ALL DIFFUSERS AND AIR GRILLS TO BE PAINTED TO MATCH CEILING COLOR ONLY IF

SPECIFIED IN CONTRACT

22. GENERAL INSTALLATION REQUIREMENTS: INSTALL CEILING UNDER THE SUPERVISION OF A EXPERIENCED SUPER- INTENTDENT. CONSULT WITH COORDINATE INSTALLATION WITH OTHERS TRADES. INSTALL CEILING WATER LEVEL WITHIN A TOLERANCE OF 1/8" IN 1/2" IN ANY DIRECTION. CONFORM TO REVIEWED SUBMITTALS.

23. PATTERN: UNLESS OTHERWISED INDICATED OR SPECIFIED. INSTALL CEILING IN A REGULAR PATTERN. JOINT LINES PARALLEL TO WALLS. INSTALL ACOUSTICAL UNITS

SYMETRIC- ALLY ABOUT CENTERLINES OF EACH ROOM ON SPACE, AVOIDING NARROW UNITS (LESS THAN HALF A TILE) AT WALLS.

24. FRAMING FOR LIGHTING AND MECHANICAL FIXTURES: OBTAIN NECESSARY DATA

FROM OTHER TRADES AND PROVIDE ADDITIONAL HANGERS WIRES AND FRAMING IN SUSPENDED GRIDS AS REQUIRED TO SUPPORT LIGHTING AND MECHANICAL FIXTURES.

25. SPACE HANGER WIRES NO.12GA. TO MAXIMUM 48'' CENTERS ALONG MAIN TEES AND CONNECT TO STUCTURE ABOVE. WIRE WITHIN 6" OF PERIMETER.

26. SUSPENDED ACOUSTICAL CEILINGS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 AND ASTM C 636.

MILLWORK:

1. ALL MILLWORK SHALL BE FABRICATED IN ACCORDANCE WITH THE "MANUAL OF MILLWORK" OF THE WOODWORK INSTITUTE OF CALIFORNIA AND SHALL BE PREMIUM GRADE. ALL PARTICLE BOARD SHALL BE BETTER MEDIUM DENSITY PARTICLE BOARD ) (45 PSI MIN.) OR BETTER. CASEWORK SHALL BE FLUSH OVERLAY TYPE CONSTRUCTION.

2. CONTRACTOR SHALL FIELD MEASURE ALL CARPENTRY AND/OR MILLWORK AREAS FOR INSTALLATION PRIOR TO COMMENCING WORK.

3. CONTRACTOR SHALL INFORM IKEDO DESIGN OF ANY DIFFERENCES IN DIMENSIONS

ON DRAWING AND ACTUAL DIMENSIONS AFTER FIELD MEASURING AND PRIOR TO COMMENCING WORK.

4. CONTRACTOR SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND ONE (1)

REPRODUCIBLE, DESCRIPTIVE DATA AND SAMPLE OF CARPENTRY AND/OR MILLWORK

WITH SPECIFIED FINISH FOR IKEDO DESIGN 'S APPROVAL PRIOR TO COMMENCING WORK.

5. ALL CARPENTRY AND/OR MILLWORK SHALL BE BRACED ACCORDING TO REQUIREMENT OF LOCAL SEISMIC CODES.

6. WOOD WORKING SUBCONTRACTOR TO PROVIDE 1-1/4" DIA. WIRE HOLES IN COUNTERTOPS WHERE REQUIRED, U.N.O.. PROVIDED GROMMETS TO MATCH COUNTERTOPS.

7. INSTALL CABINETS PER MANUFACTURES REQ.

RESTROOM NOTES:

1. FLUSH ACTIVATOR ON WIDE SIDE.

2. THE FORCE TO ACTIVATE THE FLUSH VALVE SHALL BE 5 LBS FORCE.

3. GRAB BARS SHALL BE MOUNTED TO SOLID BLKG IN WALL AND SHALL BE 1-1/2" CLR TO WALL.

4. INSULATE HOT WATER AND DRAIN LINES EXPOSED UNDER SINK WITH PREFORMED FLEXIBLE INSULATION.

5. FAUCET CONTROLS MUST BE OPERABLE WITH ONE HAND AND NOT REQUIRE GRASPING PINCHING/TWISTING OF WRIST.

6. ALL LAV/HANDSINKS WILL HAVE A COMBINATION FAUCET OR PRE- MIXING FAUCET CAPABLE OF SUPPLYING WARM WATER FOR A MIN. OF TEN SECONDS.

7. LAVATORY AND ALL SINKS SHALL BE SELF CLOSING. FAUCETS TO BE 2.2 G.P.M. MAX.

8. TOILETS TO BE ULTRA LOW FLUSH.

9. PROVIDE TWO STRAPS. ONE STRAP AT TOP 1/3 OF THE TANK AND ONE STRAP AT BOTTOM 1/3 OF THE TANK.

10. NEW AND RELOCATED WATER CLOSETS AND ASSOCIATED FLUSHOMETER, IF ANY, SHALL USE NO MORE THAN 1.6 GALLONS PER FLUSH AND SHALL MEET

PERFORMANCE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARD INSTITUTE STANDARD A112.192.H & S CODE.

11. SECTION 17921.3 (b) WATER CLOSET-WESTERN 872 (1.6 GAL). NEW AND RELOCATED URINALS AND ASSOCIATED FLUSHOMETER, IF ANY, SHALL USE NO MORE THAN 1

GALLONS PER FLUSH AND SHALL MEET PERFORMANCE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARD INSTITUTE STANDARD A112.19.2,H & S CODE,

URINAL - SOLAN

12. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. A MINIMUM 60 INCHES WIDE AND 48

INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. (11B-604.3.1)

13. DOORWAYS SHALL PROVIDE A CLEAR OPENING OF 32 INCHES MINIMUM IN POWER-ON AND POWER-OFF MODE. THE MINIMUM CLEAR WIDTH FOR AUTOMATIC

DOOR SYSTEMS IN A DOORWAY SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING OF 32 INCHES WITH ONE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. (11B-404.3.1)

14. AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES MINIMUM ABOVE THE FINISH FLOOR AND 6 INCHES DEEP MINIMUM BEYOND THE

COMPARTMENT-SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. PARTITION COMPONENTS AT TOE CLEARANCES SHALL BE SMOOTH WITHOUT SHARP EDGES OR ABRASIVE SURFACES. COMPARTMENTS FOR CHILDREN'S USE SHALL PROVIDE A TOE CLEARANCE OF 12 INCHES MINIMUM ABOVE THE FINISH FLOOR. (11B-604.8.1.4)

15. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH SECTION 11B-309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN

POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND UNABLE FROM BOTH SIDES. (11B-404.2.7)

16. FLOOR AND GROUND SURFACES SHALL BE STABLE , FIRM, AND SLIP RESISTANT AND SHALL COMPLY WITH SECTION 11B-302. (11B-302.1)

17. COMPLY WITH THE SIGNAGE REQUIREMENTS

18. THE WATER CLOSETS SHALL BE ELONGATED TYPE, WITH OPEN FRONT, UPC.

19. NOTE: ALL LAVATORIES OR HAND SINKS MUST HAVE A COMBINATION FAUCET OR PREMIXING FAUCET CAPABLE OF SUPPLYING WATER TEMPERED TO BETWEEN 100 F AND 108 F. SELF-CLOSING OR METERED FAUCET TO PROVIDE AT LEAST 15 SECONDS OF WATER WITHOUT REACTIVATION.

27. CONCEALED GRID: SPACE THE MAIN TEES AT MAXIMUM 48'' CENTERS AND INSTALL CROSS TEES TO COMPLETE THE GRID. INSTALL MAIN TEES ALONG ALL THE EDGES OF MECHANICAL AND LIGHTING FIXTURES. LOCK EDGES OF MECHANICAL AND LIGHTING FIXTURES. LOCK SUSPENSION PARTS IN PLACE TO FORM A GRID CAPABLE OF RESISTING A LATERAL FORCE OF 100 POUNDS MINIMUM IN BOTH TENSION AND COMPRESSION. INSTALL ACOUSTICAL UNITS WITH TIGHT FLUSH JOINTS, ALL JOINT LINES STRAIGHT AND ALIGNED. CUT UNITS TO FIT TIGHTLY AROUND CEILING

PENETRATIONS, AND ACCURATELY SCRIBE TO WALLS, INSTALL ACOUSTICAL UNITS WITH EDGES BEARING ON TEES, ALL EDGES SECURED WITH HOLD-DOWN CLIPS. (COPE THE BOTTOMS OF EXPOSED TEES FOR FLUSH JOINTS WITH WALL ANGLES OR CHANNELS.) CONFORM TO THE U.L. DESIGN APPROVED FOR THE GRID.

28. CEILING OFFSETS: PROVIDE TRIMS WHERE SHOWN OR NECESSARY TO PROPERLY

FINISH AT OFFSETS OR CEILING BREAKS, TYPES AS INDICATED, DIRECTED AND REVIEWED.

29. REPAIR, CLEANING AND COMPLETION: REMOVE AND REPLACE ALL DISCOLORED, BROKEN OR DAMAGED MATERIALS. COMPLETED CEILING SHALL PRESENT A SMOOTH

LEVEL SURFACE FREE OF EDGE OR CORNER OFFSETS, CUPPING, SCRATCHES, GOUGES, OR OTHER DEFECTS, CLEAN EXPOSED SURFACE AND REMOVE FOREIGN MATTER.

30. ALL SUSPENDED CEILING SHALL COMPLY WITH CHAPTER 8, WALL & CEILING FINISHES PER 2022 CBC.

31. CEILING GRID CONTRACTOR TO COORDINATE ANY REVISED GRID LAYOUT WITH G.C.

AND IKEDO DESIGN.

32. ALL SWITCHES SHOWN SHALL BE 48" ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED ON PLAN. ALL HEIGHTS ARE GIVEN FROM TOP OF ROUGH FLOOR TO CENTERLINE OF MOUNTED VERTICALLY LENGTHWISE, WHITE U.N.O. ALL GANGED SWITCHES SHALL BE COVERED WITH A ONE-PIECE PLATE OF WHITE PLASTIC.

DOOR NOTES:

1. ALL 20 MIN. RATED DOOR SHALL INCLUIDE SELF CLOSER AND SMOKE SEAL.

2. DOOR OPERATIONS. EXCEPT AS SPECIFICALLY PERMITTED BY THIS SECTION, EGRESS

DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (SEC. 1010.2).

3. EXIT DOORS WILL BE A MINIMUM OF 3 FEET BY 6'-8" WITH A MINIMUM DOOR SWING OF 90 DEGREES.

10. HAND-ACTIVATED DOOR LATCHING, LOCKING AND OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" (762 MM) AND 44" (1118 MM) ABOVE THE FLOOR. (SEC1132A.8)

11. ALL DOUBLE DOORS SHALL HAVE A CLOSING COORDINATOR DEVICE HARDWARE.

12. ALL EXIT DOORS IN THE M.O.E. SHALL BE PROVIDED WITH PANIC HARDWARE DEVICE IF A LATCH IS REQUIRED.

13. FOR UNDERCUT DOOR LOCATION REFER TO MECHANICAL DRAWINGS.

14. ALL WOOD DOORS SHALL BE PARTICLE BOARD CORE, PAINT GRADE & MDO FACE.

EXCEPT 20 MIN. RATED DOORS.

15. NOT USED.

16. DOOR HARDWARE SHALL BE OF THE LEVER TYPE, MOUNTED 30 INCHES TO 44 INCHES ABOVE THE FLOOR. THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2 POUNDS FORCE FOR EXTERIOR DOORS AND 5 POUNDS FORCE FOR INTERIOR DOORS. THE LOWER 10 INCHES OF THE DOOR SHALL HAVE A

SMOOTH PANEL ON THE PUSH SIDE OF THE DOOR WHICH WILL ALLOW THE DOOR

TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARD. (TITLE 24, CCR, SECTION 1132A.6)

17. HAND-ACTIVATED DOOR LATCHING, LOCKING AND OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" (762 MM) AND 44" (1118 MM) ABOVE THE FLOOR. (SEC1132A.8)

18. PROVIDE WEATHER STRIPPING AT EXTERIOR DOORS HEAD, JAMB AND SILL.

19. ILLUMINATED "EXIT" SIGNS TO HAVE A MINIMUM OF 6" HIGH LETTERS.

20. PROVIDE POSITIVE KEY CYLINDERS.

21. PROVIDE CYLINDER GUARD ON ON ALL MORTISE OR RIM TYPE CYLINDER FACE OF DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS.

22. ALL PIN TYPE HINGES WHICH ARE ACCESSIBLE FROM THE OUTSIDE WHEN THE DOOR IS CLOSED SHALL HAVE NON REMOVABLE HINGE PINS. IN ADDITION, THEY SHALL HAVE A MINIMUM OF 1/4" DIAMETER STEEL JAMB STUD WITH 1/4" MINIMUM

PROJECTIONS UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE HINGE PINS ARE REMOVED.

23. PROVIDE LEVER TYPE HARDWARE, PANIC BARS, PUSH-UP ACTIVATING BARS, OR

OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.

24. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE.

25. ALL DOORS IN THE MOE SYSTEM SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. (SEC. 1008.1.9). ALL EXIT

DOORS TO BUILDINGS EXTERIOR SHALL BE PROVIDED WITH SLIM LINE PANIC HARDWARE AND CLOSER AND ALARM. DOOR AT MAIN ENTRY ONLY, PROVIDE A

READILY VISIBLE AND DURABLE SIGN ADJACENT TO OR ON THE DOOR STATING THAT "THIS DOOR SHALL REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED" WITH LETTERS ON CONTRASTING BACKGROUND AND MIN. 1" HIGH.

26. HARDWARE SCHEDULE SHALL BE PREPARED AND SUBMITTED FOR REVIEW AND APPROVAL.

27. WIDTH AND HEIGHT OF REQUIRED EXIT DOORWAYS SHALL COMPLY WITH THE CURRENT EDITION OF THE C.B.C. AND TITLE 24. (SEC.1010.1.1)

28. PROVIDE APPROVED PANIC HARDWARE ON REQUIRED EXIT DOORS. CBC 2022 (SEC.1010.2.9).

29. FINISH CARPENTER TO PROVIDE 8" WIDE THRESHOLD.

30. NO LOCKING MECHANISMS (SWINGING DOORS ONLY).

31. PROVIDE WOOD HANDLE AND CENTER PIVOT (DOUBLE SWING DOOR) SPRING TYPE HINGE TYPE CLOSER.

32. PROVIDE CONCEALED CLOSER.

33. GLASS TO MATCH ADJACENT WINDOW.

34. PUSH AND PULL HANDLE TO BE BRUSHED ALUMINUM FINISH - PULL TO BE LOOP TYPE.

35. PROVIDE CENTER PIVOT HINGE.

36. PROVIDE BUILDING ADDRESS NUMBER ON EXTERIOR OF DOOR.

37. PROVIDE ASTRAGALS AT ACTIVE EXTERIOR DOOR LEAFS.

SCALE:

PROJECT NO:

DRAWN:

DATE:

SHEET NO:

REVISION:

BID SET:

HEALTH SUBMITTAL:

TENANT APPROVAL:

All ideas, design arrangements, and plans indicated or represented by this drawing are owned by, and the property of Ikedo Design. and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Ikedo Design. Filing of these drawings or specifications with any public agency is not a publication of same. No reproduction is therefore permissible without the written consent of Ikedo Design. 990 Highland Drive
Suite 101
Solana Beach, CA 92075
p: 858.436.7967
REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

THIS PERMIT APPLICATION SET OF DRAWINGS ARE
INTENDED FOR BUILDING DEPARTMENT REVIEW ONLY.

REVISIONS DUE TO PLAN CHECK AND IKEDO DESIGN
REVIEW/COORDINATION MAY BE REQUIRED.

CT0723
SI, JD
03 / 20 / 24 THE COTTAGE 1555 CAMINO DEL MAR #102 DEL MAR, CA 92014 NEW RESTAURANT TRELLIS CITY SUBMITTAL:

DESIGN
Space Planning & Interior Design
22 April 1, 2024 Item 10

PROPOSED TO BUILD TRELLIS

STRUCTURE WITH LIGHTING AND

HEATERS WITHIN EXISTING SIDEWALK
CAFE AREA.
1555 SUITE 102
SIZE: ~364 SQ.FT.

CAMINO DEL MAR PLAZA PARKING L'AUBERGE DEL MAR
2 3
4 (E) PARKING
(E) RETAIL (E) RETAIL (E) COMMON HALLWAY (E) RETAIL(E) RETAIL (E) RETAIL (E) RESTAURANT
(E) RESTAURANT
(E) RESTAURANT
(E) RESTAURANT
(E) RETAIL
(E) RETAIL
(E) RETAIL
(E) RETAIL (E) RESTAURANT
(E) RETAIL
(E) RETAIL (E) RETAIL (E) RETAIL
(E) RETAIL
(E) PATIO
(E) RESTAURANT
(E) PATIO
(E) RETAIL
PROPERTY LINE: 296.73'
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK
PROPERTY LINE: 123.16'
PROPERTY LINE: 267.62'
PROPERTY LINE: 74.90'
PROPERTY LINE: 159.40'
PROPERTY LINE: 55'
PROPERTY LINE: 165.36' 14.88'
PROPERTY LINE: 65.06' PROPERTY LINE: 169.75'
LUNETA DR.
15TH ST.

EXISTING CURB
5 6
THIS PROJECT SHALL COMPLY WITH ALL CURRENT REQUIREMENTS OF THE STATE PERMIT; CALIFORNIA

REGIONAL WATER QUALITY CONTROL BOARD (SDRWQCB), DEL MAR MUNICIPAL STORM WATER

PERMIT, THE CITY OF DEL MAR LAND DEVELOPMENT CODE, AND THE STORM WATER STANDARDS MANUAL.

PRIOR TO ANY SOIL DISTURBANCE, TEMPORARY SEDIMENT CONTROLS SHALL BE INSTALLED BY THE CONTRACTOR OR QUALIFIED PERSON(S) AS INDICATED BELOW:

1. ALL REQUIREMENTS OF THE CITY OF DEL MAR "STORM WATER STANDARDS MANUAL" MUST

BE INCORPORATED INTO THE DESIGN AND CONSTRUCTION OF THE PROPOSED

GRADING/IMPROVEMENTS CONSISTENT WITH THE APPROVED STORM WATER POLLUTION

PREVENTION PLAN (SWPPP) AND/OR WATER POLLUTION CONTROL MANAGEMENT PLAN (SWQMP) FOR POST-CONSTRUCTION BMPS.

2. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL STORM DRAIN INLET PROTECTION.

INLET PROTECTION IN THE PUBLIC RIGHT-OF-WAY MUST BE TEMPORARILY REMOVED PRIOR

TO A RAIN EVENT TO ENSURE NO FLOODING OCCURS AND REINSTALLED AFTER RAIN IS OVER.

3. ALL CONSTRUCTION BMPS SHALL BE INSTALLED AND PROPERLY MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION.

4. THE CONTRACTOR BMPS SHALL BE INSTALLED AND PROPERLY MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION.

5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SUB-CONTRACTORS AND SUPPLIERS ARE AWARE OF ALL STORM WATER BMPS AND IMPLEMENT SUCH MEASURES.

FAILURE TO COMPLY WITH THE APPROVED SWPPP/WPCP WILL RESULT IN THE ISSUANCE OF CORRECTION NOTICES, CITATION, CIVIL PENALTIES, AND/OR STOP WORK NOTICES.

6. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL BE RESPONSIBLE FOR CLEANUP

OF ALL SILT DEBRIS, AND MUD ON AFFECTED AND ADJACENT STREET(S) AND WITHIN STORM

DRAIN SYSTEM DUE TO CONTRCUTION VEHICLES/EQUIPMENT AND CONSTRUCTION ACTIVITY AT THE END OF EACH WORK DAY.

7. THE CONTRACTOR SHALL PROTECT NEW AND EXISTING STORM WATER CONVEYANCE

SYSTEMS FROM SEDIMENTATION, CONCRETE RINSE, OR OTHER CONSTRUCTION-RELATED

DEBRIS AND DISCHARGES WITH THE APPROPRIATE BMPS THAT ARE ACCEPTABLE TO THE CITY RESIDENT ENGINEER AND AS INDICATED IN THE SWPPP/WPCP.

8. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CLEAR DEBRIS, SILT, AND MUD FROM ALL DITCHES AND SWALES PRIOR TO AND WITHIN 3 BUSINESS DAYS AFTER EACH RAIN EVENT OR PRIOR TO THE NEXT RAIN EVENT, WHICHEVER IS SOONER.

9. IF A NON-STORM WATER DISCHARGE LEAVES THE SITE, THE CONTRACTOR SHALL IMMEDIATELY STOP THE ACTIVITY AND REPAIR THE DAMAGES. THE CONTRACTOR SHALL

NOTIFY THE CITY RESIDENT ENGINEER OF THE DISCHARGE, PRIOR TO RESUMING CONSTRUCTION ACTIVITY. ANY AND ALL WASTE MATERIAL, SEDIMENT, AND DEBRIS FROM

EACH NON-STORM WATER DISCHARGE SHALL BE REMOVED FROM THE STORM DRAIN CONVEYANCE SYSTEM AND PROPERLY DISPOSED OF BY THE CONTRACTOR.

10. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIME. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ONSITE AT CONVENIENT

LOCATIONS TO FACILITATE RAPID DEVELOPMENT OF CONSTRUCTION BMPS WHEN RAIN IS IMMINENT.

11. THE CONTRACTOR SHALL RESTORE AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL BMPS TO WORKING ORDER YEAR-ROUND.

12. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL

MEASURES DUE TO UNFORSEEN CIRCUMSTANCES TO PREVENT NON-STORM WATER AND SEDIMENT-LADEN DISCHARGES.

13. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO

PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATE A HAZARDOUS CONDITION.

14. ALL EROSION AND SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP/WPCP SHALL BE INSTALLED AND MAINTAINED. ALL EROSION AND SEDIMENT

CONTROLS FOR INTERIM CONDITIONS SHALL BE PROPERLY DOCUMENTED AND INSTALLED TO THE SATISFACTION OF THE CITY RESIDENT ENGINEER.

15. AS NECESSARY, THE CITY RESIDENT ENGINEER SHALL SCHEDULE MEETING FOR THE PROJECT

TEAM (GENERAL CONTRACTOR, QUALIFIED CONTACT PERSON, EROSION CONTROL

SUBCONTRACTOR IF ANY, ENGINEER OF WORK, OWNER/DEVELOPER, AND THE CITY

RESIDENT ENGINEER) TO EVALUATE THE ADEQUACY OF THE EROSION AND SEDIMENT

CONTROL MEASURES AND OTHER BMPS RELATIVE TO ANTICIPATED CONSTRUCTION ACTIVITIES.

16. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CONDUCT VISUAL INSPECTIONS AND MAINTAIN ALL BMPS DAILY AND AS NEEDED. VISUAL INSPECTIONS AND MAINTENANCE

OF ALL BMPS SHALL BE CONDUCTED BEFORE, DURING, AND AFTER EVERY RAIN EVENT AND EVERY 24 HOURS DURING ANY PROLONGED RAIN EVENT. THE CONTRACTOR SHALL MAINTAIN AND REPAIR ALL BMPS AS SOON AS POSSIBLE AS SAFETY ALLOWS.

17. CONSTRUCTION ENTRANCE AND EXIT AREA. TEMPORARY CONSTRUCTION ENTRANCE AND EXITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CASQA FACT SHEET TC-10R CALTRANS FACE SHEET TC-01 TO PREVENT TRACKING OF SEDIMENT AND OTHER POTENTIAL POLLUTANTS ONTO PAVED SURFACES AND TRAVELED WAYS. WIDTH SHALL BE 10' OR THE

MINIMUM NECESSARY TO ACCOMMODATE VEHICLES AND EQUIPMENT WITHOUT BY-PASSING THE ENTRANCE. (a) NON-STORM WATER DISCHARGES SHALL BE EFFECTIVELY MANAGED PER THE DEL MAR MUNICIPAL CODE CAHPTER 4, ARTICLE 3, DIVISION 3"STORM WATER MANAGEMENT AND DISCHARGE CONTROL".

UPDATED: 10/1/2018
1/32"=1'-0"

SITE PLAN
T5
PROPOSED T.I. AREA

ACCESSIBLE EXIT PATH OF TRAVEL
1 2
3 SITE PLAN LEGEND
4 DIRECTION OF TRAFFIC

KEYNOTES

TRUE PROJECT
SITE PLAN 1 1/32" = 1'-0"

ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A

BARRIER-FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL
CHANGES EXCEEDING 1/2" IF BEVELED AT 1:2 MAX SLOPE, OR
VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAX, AND AT
LEAST 48" IN WIDTH. SURFACE IS STABLE, FIRM, AND SLIP
RESISTANT. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5 %, UNLESS OTHERWISE
INDICATED. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM, AND
PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM
WALL AND ABOVE 27" AND LESS THAN 80".

PATH OF TRAVEL
SCALE:

PROJECT NO:

DRAWN:

DATE:

SHEET NO:

REVISION:

BID SET:

HEALTH SUBMITTAL:

TENANT APPROVAL:

All ideas, design arrangements, and plans indicated or represented by this drawing are owned by, and the property of Ikedo Design. and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Ikedo Design. Filing of these drawings or specifications with any public agency is not a publication of same. No reproduction is therefore permissible without the written consent of Ikedo Design. 990 Highland Drive
Suite 101
Solana Beach, CA 92075
p: 858.436.7967
REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

THIS PERMIT APPLICATION SET OF DRAWINGS ARE
INTENDED FOR BUILDING DEPARTMENT REVIEW ONLY.

REVISIONS DUE TO PLAN CHECK AND IKEDO DESIGN
REVIEW/COORDINATION MAY BE REQUIRED.

CT0723
SI, JD
03 / 20 / 24 THE COTTAGE 1555 CAMINO DEL MAR #102 DEL MAR, CA 92014 NEW RESTAURANT TRELLIS CITY SUBMITTAL:

DESIGN
Space Planning & Interior Design

1. NOTIFY IKEDO DESIGN OF ANY DISCREPANCIES WITH PLANS. CALL TO OBTAIN CLARIFICATION PRIOR TO CONSTRUCTION/ INSTALLATION/ ORDERING.

2. CALL IKEDO DESIGN IF DESIGN INTENT IS NOT CLEAR. AT NO TIME IS THE CONTRACTOR TO ASSUME OR GUESS IKEDO DESIGN'S DESIGN INTENT.

3. GENERAL CONTRACTOR IS TO INFORM IKEDO DESIGN IMMEDIATELY IF THERE ARE ANY DIMENSIONAL DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS.

4. IF THE CITY BUILDING INSPECTOR DETERMINES NON-COMPLIANCE WITH ANY ACCESSIBILITY

PROVISIONS, A COMPLETE AND DETAILED REVISED PLANS CLEARLY SHOWING ALL EXISTING

NON-COMPLYING CONDITIONS AND THE PROPOSED MODIFICATIONS TO MEET CURRENT ACCESSIBILITY REQUIREMENTS (INCLUDING SITE PLAN, FLOOR PLANS, DETAILS, ETC.) WILL BE SUBMITTED TO THE DEPARTMENT FOR REVIEW AND APPROVAL.

PROJECT NOTES

STORM WATER QUALITY NOTES CONSTRUCTION BMP'S
NOT USED.

ADA ACCESSIBLE PATH OF TRAVEL

ADA ACCESSIBLE ENTRANCE
EXISTING TRASH ENCLOSURE. SEE ENVIRONMENTAL HEALTH NOTE #1/T3.
5 DETECTABLE WARNING TO BE YELLOW PER FS33538. PER CBC
11B-7051.1.3.1. SEE DETAIL 23/T10 & 24/T10
6 EXISTING CURB RAMP.
23 April 1, 2024 Item 10
N.T.S.

GENERAL ADA
NOTES
T7
11" MIN 11" MIN 30°
MAX 1/2" MAX

RADIUS OR
BEVEL 30" MAX BEVEL
1 1/4" MAX

ANGLED RISERS TREAD EDGE RADIUS BEVELED NOSING
- ALL STEPS TO HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTHS - NO OPEN RISERS PERMITTED
- RISERS TO BE 4" MIN TO 7" MAXIMUM
- TREADS TO BE 11" MINIMUM AND SLIP RESISTANT & MEASURED FROM THE FRONT EDGE

OF NOSING TO NOSING
- TREADS CAN HAVE A SLOPE UP TO 1:48 MAX
- STAIR TREADS AND LANDINGS SHALL NOT HAVE PONDING OF WATER - HANDRAILS REQUIRED ON BOTH SIDES OF STAIRS; PROVIDE INTERMEDIARY HANDRAIL LOCATED SO ALL PORTIONS OF REQUIRED EGRESS ARE WITHIN 30" OF HANDRAIL - STRIPING ON EXTERIOR STAIRS  ALL TREADS AND LANDINGS TO RECEIVE A CONTRASTING COLOR STRIP WITH A MINIMUM OF THE SAME SLIP RESISTANCE AS TREADS OF 2" MIN TO 4" MAX WIDTH PLACED PARALLEL AND STARTING WITHIN 1" OF STAIR NOSING; STRIPING

ON INTERIOR STAIRS TO BE PLACED ON THE BOTTOM TREAD AND TOP & INTERMEDIARY LANDINGS ONLY SIMILAR TO THE EXTERIOR STRIPING . A PAINTED STRIPE IS ACCEPTABLE

AND GROOVES SHALL NOT BE USED
- PROVIDE RAISED CHARACTERS & BRAILLE FLOOR DESIGNATION SIGNS ON EACH FLOOR OF ENCLOSED STAIRS AT STRIKE SIDE OF DOOR IDENTIFYING FLOOR LEVEL; PROVIDE A 5POINTED STAR TO THE LEFT OF THE FLOOR DESIGNATION ON EXIT DISCHARGE LEVEL; STAR SHOULD BE SAME HT AS RAISED CHARACTERS.

LEVEL CHANGES

MAXIMUM VERTICAL

LEVEL CHANGE

CARPET PILE HEIGHT MAXIMUM LEVEL CHANGE
(THRESHOLD) 1/4" MAX

REQUIRED CAN

DETECTABLE BARRIER
AREA
PROJECTING/OVERHANGING OBJECTS CANE DETECTABLE 27"MAX BARRIER IF LESS THAN 80"

POST MOUNTED OBJECTS
- A CANE DETECTABLE BARRIER STARTING AT 27" OR BELOW IS REQUIRED WHERE BOTTOM EDGE IS LESS THAN 80" AND >4" PROJECTION
- A CANE DETECTABLE BARRIER OF A MAXIMUM OF 27" HIGH IS REQUIRED WITH

OVER HANGING OR PROTRUDING OBJECTS WHERE THE BOTTOM EDGE IS BETWEEN 27" AND 80"
- DOOR CLOSERS AND DOOR STOPS CAN BE AT 78" MIN WITHOUT A CANE

DETECTABLE BARRIER
- BOTTOM EDGES STARTING AT 27" OR BELOW  NO LIMITATIONS ON PROJECTIONS - 98" CLR HT AT ACCESSIBLE PARKING SPACE, ACCESSIBLE AISLE, AND VEHICULAR

ROUTE TO THE SPACE
- 114" CLR HT AT PASSENGER LOADING ZONE, ITS ACCESSIBLE AISLE, AND VEHICULAR

ROUTE TO ENTRANCE AND EXIT
- EDGES OF POSTMOUNTED SIGNS TO HAVE 1/8" MIN RADIUS IF < 80" ABOVE GRADE - PROTRUDING OBJECTS DO NOT ENCROACH INTO REQUIRED ACCESSIBLE ROUTE 4" MAX PROJECTION IF BOTTOM EDGE IS BETWEEN 27"A.F.F. AND 80"A.F.F. 4" MAX PROJECTION80" MIN FOR OVERHANGING OBJECTS 27" MAX. X>12" X>12" 27"- 80" 80" MIN
12" MAX 12" MAX 1/4" MAX 1/4" MAX
1 2 1/2" MAX 1/2" MAX

LONG DIMENSION OF OPENINGS

PERPENDICULAR TO DIRECTION OF
TRAVEL
1/2" MAX OPENING IN

DIRECTION OF TRAVEL

DIRECTION OF TRAVEL

GRATES & OPENINGS IN WALKING SURFACES

FORWARD REACH RANGES SIDE REACH RANGES
20" MAX 48" MAX 48" MAX 15" MIN> 20" TO 25"MAX44" MAX* IF THE FORWARD REACH

RANGE IS OVER AN

OBSTRUCTION, THE CLEAR

FLOOR SPACE BELOW

SHALL BE AT A MINIMUM

THE SAME DEPTH AS THE

REACH ABOVE

LOCATIONS
- ONE OF EACH PROVIDED TYPE OF EQUIPMENT INCLUDING BINS & WASTE

RECEPTACLES SHOULD BE ACCESSIBLE IF PRESENT AT EACH GENERAL LOCATION - WHERE 3 ATM'S ARE PROVIDED, TWO SHALL BE ACCESSIBLE AND 50 PERCENT IF GREATER THAN 3 SHOULD BE ACCESSIBLE
- PROVIDE A CLEAR FLOOR SPACE OF 30" X 48" MIN AT EACH
- DOORS SHALL NOT SWING INTO REQUIRED CLEAR SPACE
- ALL OPERABLE PARTS SHALL BE WITHIN COMPLIABLE REACH RANGES - CHILDREN'S REACH RANGES VARY BY AGE GROUP AND ARE THE SAME WHETHER FORWARD OR SIDE REACHES:
• AGES 34 20" MIN TO 36" MAX
• AGES 58 18" MIN TO 40" MAX
• AGES 912 16" MIN TO 44" MAX

CONTROLS
- ALL CONTROLS INCLUDING COIN SLOTS SHALL BE OPERABLE WITH ONE HAND AND

NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST - FORCE REQUIRED TO ACTIVATE SHALL BE 5 LB MAX
- DRIVEUP ONLY ATM'S DO NOT NEED TO COMPLY
- ELECTRICAL RECEPTACLES ON CIRCUITS LESS THAN OR EQUAL TO 30 AMP 15" - 48" AFF, 15" MEASURED FROM BOTTOM UP TO 48" AFF TO TOP
- LIGHT SWITCHES SHALL BE LOCATED 15" MIN TO BOTTOM OF OUTLET BOX AND 48"

MAX TO THE TOP OF THE OUTLET BOX
- MAILBOXES AT AN INTERIOR LOCATION SHALL HAVE 5 PERCENT OF EACH TYPE

WITH A MINIMUM OF ONE ACCESSIBLE

DISPLAY SCREENS
- DISPLAY SCREENS SHALL BE VISIBLE FROM A POINT 40" AFF CENTERED ON THE CLEAR FLOOR SPACE IN FRONT OF THE EQUIPMENT (IE POS MACHINES) ; IF THE DISPLAY SCREEN IS HORIZONTAL UP TO A SLOPE OF 30 DEGREE, THE MAX HT IS 52" AFF TO ITS CENTERLINE; IF THE DISPLAY SCREEN IS 30 TO 60 DEGREES THEN THE MAX HT IS 44" AFF; IF THE DISPLAY SCREEN IS 60 DEGREES OR VERTICAL THEN THE MAX HT IS 34"; DISPLAY CHARACTERS SHALL BE SANS SERIF AND 3/16" MIN HT BASED ON UPPERCASE "I"
- NPUT DEVICE KEYBOARDS SHALL BE ARRANGED IN A 12- KEY ASCENDING OR DESCENDING TELEPHONE KEYPAD LAYOUT WITH THE NUMBER 5 KEY BEING TACTILELY DISTINCT FROM OTHER KEYS; KEY SURFACES NOT ON ACTIVE AREAS SHALL BE RAISED; FUNCTION KEYS SHALL CONTRAST VISUALLY FROM BACKGROUND

SURFACES AND THE CHARACTER OR SYMBOL SHALL CONTRAST FROM THE KEY SURFACE 15" MIN 48" MAX 48" MAX 48" MAX 46" MAX
10" MAX 10" MAX > 10" TO 24"MAX

LEVEL CHANGES
18" x 18" MIN CLR FLR

SPACE CENTERED ON

TACTILE CHARACTERS

ELEVATION
PLAN

AREA OF
REFUGE 48" AFF MIN TO BASELINE OF LOWEST BRAILLE CELLS 60" MAX AFF TO BASELINE OF HIGHEST RAISED CHARACTER 6" MIN 5/8" - 2"

LIBRARY

AREA OF
REFUGE 3/8"- 1/2" 3/8" MIN

PICTOGRAM
DETAIL
6" MIN

PERMANENT ROOMS AND SPACES
- PERMANENT ROOMS SHALL HAVE RAISED CHARACTERS AND BRAILLE SIGNAGE

LOCATED ON THE APPROACH SIDE OF ENTRY DOOR
- EXTERIOR SIGNS NOT LOCATED AT DOORS TO THE SPACE THEY SERVE SHALL NOT BE

REQUIRED TO HAVE COMPLIANT RAISED CHARACTERS

EXIT DOOR SIGNS
- DOORS AT EXIT PASSAGEWAYS, DISCHARGE, AND STAIRWAYS SHALL BE VISUAL AND HAVE RAISED CHARACTERS AND BRAILLE SIGNAGE STATING "EXIT", "EXIT STAIR DOWN", EXIT STAIR UP", "EXIT RAMP DOWN", "EXIT RAMP UP", "EXIT ROUTE" (IF DOOR EXITS DIRECTLY TO EXTERIOR W/ NO STAIRS/RAMP) "TO EXIT" (IF DOOR EXITS

THRU HORIZONTAL EXIT) ETC AS APPROPRIATE

ENTRANCES
- WHERE NOT ALL ENTRANCES ARE ACCESSIBLE, PROVIDE ISA AT ACCESSIBLE

ENTRANCES & VISUAL DIRECTIONAL SIGNS LOCATING ACCESSIBLE ENTRANCES

INFORMATIONAL SIGNS
- INFORMATIONAL SIGNS (IE OCCUPANT LOAD, RULES OF CONDUCT, ETC) ARE VISUAL

AND HAVE APPROPRIATE SYMBOL FOR SITE AND BUILDING ELEMENTS - BUILDING DIRECTORIES & BUILDING ADDRESSES DO NOT NEED TO COMPLY - BUILDINGS THAT HAVE SPECIFIC RESTROOMS AND ELEVATORS THAT ARE ACCESSIBLE

SHOULD HAVE INFORMATION POSTED IN LOBBY, PREFERABLY AS PART OF BUILDING

DIRECTORY ALONG WITH ISA

DIRECTIONAL SIGNS
- DIRECTIONAL SIGNS (IE DIRECTIONS TO ROOMS OR SPACES INCLUDING

IDENTIFICATION OF EGRESS ROUTES SHALL HAVE VISUAL CHARACTERS - DIRECTIONAL SIGNS TO ACCESSIBLE ELEMENTS OR FEATURES OF A BUILDING OR SITE

TO INCLUDE APPROPRIATE ISA SYMBOL AND ARE VISUAL

AREAS OF REFUGE
- INSTRUCTIONS IN AREAS OF REFUGE SHALL HAVE VISUAL CHARACTERS - SPACE SHALL BE IDENTIFIED AS A PERMANENT ROOM SIGN STATING "AREA OF REFUGE" WITH RAISED CHARACTERS AND BRAILLE, ALONG WITH AN ISA AT DOOR

RESTROOM SIGNS
- RESTROOM SIGNS TO HAVE RAISED CHARACTERS, BRAILLE AND A 6" MIN

PICTOGRAM
- DOORWAYS LEADING TO TOILET ROOMS AND BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING WITH SECTION 11B703.7.2.6 - INACCESSIBLE RESTROOMS TO HAVE DIRECTIONAL SIGN WITH ISA DIRECTING TO

NEAREST ACCESSIBLE RESTROOM

LOCATION OF PERMANENT ROOM AND/OR TACTILE SIGNS
- PROVIDE SIGN AT LATCH SIDE OF DOOR
- DOUBLE DOORS - LOCATE TO RIGHT SIDE OF RIGHT DOOR
- DOUBLE DOORS WITH ONE INACTIVE LEAF - LOCATE SIGN ON INACTIVE LEAF - IF THERE IS NOT ENOUGH SPACE ON LATCH SIDE OF SINGLE DOOR OR RIGHT SIDE OF

DOUBLE DOORS, LOCATE SIGN ON NEAREST ADJACENT WALL
- MINIMUM OF 18" X 18" CLEAR FLOOR SPACE CENTERED ON THE SIGN TO BE PROVIDED BEYOND THE ARC OF THE DOOR SWING IN THE CLOSED POSITION AND 45

DEGREE OPEN POSITION
- SIGNS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR

ACCESSIBLE CHECKOUT STANDS
- PROVIDE ISA UNLESS ALL CHECK OUT AISLES ARE ACCESSIBLE

SYMBOLS
- SYMBOLS & THEIR BACKGROUNDS SHALL HAVE A NONGLARE FINISH & SHALL

CONTRAST (IE LIGHT ON DARK OR DARK ON LIGHT) - SYMBOLS ARE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA), INTERNATIONAL TTY

SYMBOL, VOLUME CONTROL TELEPHONES, ASSISTIVE LISTENING SYSTEMS &

CLEANER AIR SYMBOL

TACTILE - RAISED CHARACTERS
- SHALL BE RAISED 1/32" MIN ABOVE BACKGROUND
- UPPER CASE
- SANS SERIF - NOT ITALICS, SCRIPT, OBLIQUE OR HIGHLY DECORATIVE - WIDTH OF UPPERCASE LETTER "O" IS 60 PERCENT MIN TO 110 PERCENT MAX OF THE UPPERCASE LETTER "I"
- HEIGHT SHALL BE 5/8" MIN TO 2" MAX BASED ON THE UPPERCASE LETTER "I" - STROKE THICKNESS SHALL BE 15 PERCENT MAX OF UPPERCASE LETTER "I" - CHARACTERS TO BE SEPARATED FROM RAISED BORDERS 3/8" MIN - CHARACTER SPACING TO BE 1/8" MIN TO 4 TIMES THE STROKE WIDTH MAX FOR

RECTANGULAR CROSS SECTIONS
- LINE SPACING TO BE 135 PERCENT TO 170 PERCENT OF CHARACTER HEIGHT - CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NONGLARE FINISH AND SHALL CONTRAST (I.E. LIGHT ON DARK OR DARK ON LIGHT) - HORIZONTAL FORMAT TEXT

TACTILE - BRAILLE
- BRAILLE TO BE CONTRACTED (GRADE 2) BRAILLE
- BRAILLE DOTS SHALL HAVE ROUNDED OR DOMED SHAPE AND COMPLY WITH TABLE 11B703.3.1
- BRAILLE DOTS TO BE 1/10" ON CENTERS IN EACH CELL WITH 3/10" SPACE BETWEEN CELLS MEASURED FROM CENTERLINE OF DOTS AND RAISED .025" MIN TO .037 MAX. - BE POSITIONED BELOW THE TEXT; IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. BRAILLE SHALL BE MAX AND FLUSH LEFT OR SEPARATED 3/8" MIN FROM ANY RAISED BORDERS OR LETTERS & 1/2" CENTERED ON RAISED CHARACTERS - WHERE RAISED CHARACTERS ARE MULTILINED, BRAILLE SHOULD BE PLACED

TOGETHER BELOW ALL LINES OF THE RAISED TEXT

VISUAL CHARACTERS
- REQUIRED SIGNS TO HAVE VISUAL CHARACTERS
- VISUAL CHARACTERS DO NOT NEED TO BE USED IF THE SIGN HAS BOTH RAISED

CHARACTERS AND BRAILLE
- IF VISUAL ONLY, CHARACTERS CAN BE UPPER OR LOWER CASE OR COMBINATION

AND CAN NOT BE ITALICS OR HIGHLY DECORATIVE
- WIDTH OF UPPERCASE LETTER '0' IS BASED ON THE HT OF UPPERCASE LETTER 'I' OF 110% TO 60% (3:5) MIN
- VISUAL CHARACTER HT TO BE DEPENDENT UPON HEIGHT AFF AND VIEWING DISTANCE AND SHALL BE 40" MIN AFF
-- 40" ≤ 70" AFF AND < 72" VIEWING DISTANCE - 5/8" HT CHARACTERS -- 40" ≤ 70" AFF AND ≥ 72" VIEWING DISTANCE - 5/8" HT + 1/8"/FT OF VIEWING

DISTANCE
-- 70" ≤ 120" AFF AND < 180" VIEWING DISTANCE - 2" HT CHARACTERS -- 70" ≤ 120" AFF AND ≥ 180" VIEWING DISTANCE - 2" HT + 1/8"/FT OF VIEWING

DISTANCE
-- > 120" AFF & < 21' VIEWING DISTANCE - 3" HT CHARACTERS -- > 120" AFF & ≥ 21' VIEWING DISTANCE - 3" HT + 1/8 "/FT OF VIEWING DISTANCE - STROKE THICKNESS TO BE WIDTH:HT RATIO OF 1:10 TO 1:5
- CHARACTER SPACING TO BE 10 PERCENT35 PERCENT OF CHARACTER HT - LINE SPACING TO BE 135 PERCENT170 PERCENT OF CHARACTER HT - CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NONGLARE FINISH AND SHALL

CONTRAST (IE LIGHT ON DARK OR DARK ON LIGHT) - TEXT SHALL BE IN A HORIZONTAL FORMAT

SUPPORT RAIL
- IF PICTOGRAMS ARE REQUIRED THEY SHALL BE LOCATED IN A SEPARATE FIELD WITH 6" MIN HT
- PICTOGRAMS AND THEIR FIELDS SHALL HAVE A NONGLARE FINISH AND SHALL

CONTRAST (IE LIGHT ON DARK OR DARK ON LIGHT) - PICTOGRAMS TO HAVE A TEXT DESCRIPTION DIRECTLY BELOW (IE MEN, WOMEN, UNISEX) EXCEPT FOR SYMBOLS (IE ISA, LOGOS) 34"MIN TO 44" MAX TO CENTERLINE 43" MAX AFF 10" - DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32" MIN MEASURED BETWEEN FACE OF DOOR IN THE 90° OPEN POSITION TO THE DOOR STOP
- NO PROJECTIONS IN THE CLR WIDTH OPENING BELOW 34" AFF, 4" MAX PROJECTION IF BETWEEN 34" AND 80" AFF
- CLEAR WIDTH OF 36" IF OPENINGS >24" DEEP
- DOOR CLOSERS AND STOPS SHALL BE 78" AFF MIN
- DOOR HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST - CLOSERS, IF PRESENT, REQUIRE A CLOSING TIME OF 5 SECONDS MIN FROM 90º TO 12º - SPRING HINGES REQUIRE A CLOSING TIME OF 1 1/2 SECONDS MIN FROM 70º - OPERABLE DOOR HARDWARE PARTS SHALL BE 34" MIN TO 44" MAX TO CENTERLINE - WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND

USABLE FROM BOTH SIDES
- FORCE FOR PUSH OR PULL DOOR IS 5 POUNDS MAX INCLUDING POWER ASSISTED DOORS EXCEPT ON FIRE

DOORS WHICH SHALL COMPLY WITH THE AUTHORITY HAVING JURISDICTION AND CAN INCREASE THE MAX EFFORT TO OPERATE FIRE DOORS TO ACHIEVE POSITIVE LATCHING; REQUIRED FIRE DOORS ARE UP TO EFFORT TO 15 POUNDS MAX
- SWINGING DOORS SHALL HAVE A SMOOTH SURFACE ON PUSH SIDE EXTENDING 10" AFF FOR THE FULL WIDTH, ANY JOINTS SHALL HAVE A 1/16 " MAX DIFFERENTIAL; NOT REQUIRED ON AUTOMATIC OR SLIDING DOORS
- IF VISION LIGHTS ARE PRESENT IN OR NEXT TO A DOOR A MIN OF ONE PANEL SHALL HAVE THE BOTTOM AT 43" AFF MAX; NOT REQUIRED IF LOWEST PANEL IS >66" AFF
- ALL DIRECT ENTRANCES FROM PARKING STRUCTURES TO A BUILDING SHALL BE ACCESSIBLE - TUNNEL OR ELEVATED WALKWAY TO A BUILDING ALL ENTRANCES ARE ACCESSIBLE - ALL ENTRANCES TO EACH TENANT SPACE SHALL BE ACCESSIBLE - WITHIN A BUILDING, A MINIMUM OF ONE DOOR SERVING EACH ROOM SHALL BE ACCESSIBLE - REVOLVING DOORS, REVOLVING GATES & TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE - 100 PERCENT OF EXTERIOR GROUND FLOOR ENTRANCES TO BE ACCESSIBLE & SHALL BE ON AN ACCESSIBLE ROUTE
- FULL POWERED AUTOMATIC DOORS AND GATES SHALL COMPLY WITH ANSI/BHMA A156.10 AND ANSI/BHMA A156.19 FOR LOW ENERGY AND POWERASSISTED DOORS CLEAR WIDTH OF ACCESSIBLE ROUTE 48"MIN CLR BETWEEN SEGMENTS 24" MAX 32"MIN
36"MIN

ACCESS WIDTH TO ACCESIBLE
WC COMPARTMENT 44" MIN

PER CBC
- 48" MIN AT SIDEWALKS
- 60" MIN FOR CORRIDORS OVER 200 LF OR PROVIDE PASSING SPACES OF 60" X 60" MIN OR TINTERSECTION AT INTERVALS OF 200 LF MAX - 44" MIN AT CORRIDORS SERVING 10 OR MORE AISLES TO SINGLE USER TOILET ROOMS ARE 36" CLR AND 44" CLR FOR MULTIPLE ACCOMMODATION

TOILET ROOMS EXCEPT FOR DOOR OPENING WIDTHS AND DOOR SWINGS - 36" MIN AISLES SERVING ONE SIDE (I.E. CHECKSTANDS, FOOD

SERVICE, EMPLOYEE WORK AREAS, ETC) INCLUDING ACCESS AISLES TO

ACCESSIBLE FIXED OR BUILTIN SEATING, TABLES OR COUNTERS IN DINING

AND BANQUET FACILITIES
- 44" MIN AISLES SERVING BOTH SIDES
- SEGMENTS OF 24" MAX CAN REDUCE THE CLEAR WIDTH TO 32" AS LONG AS THERE IS 48" OF ROUTE SEPARATING EACH REDUCED SEGMENT TYPICAL AT

DOORS, WORKSTATION ENTRY WAYS, SHOPPING CART, BARRIERS, ETC - OPENINGS MORE THAN 24" DEEP SHALL BE 36" CLR MIN 42" MIN < 48" * 48" MIN 42" MIN

ELEMENT END AISLE
* IF CLEAR WIDTH AT THE TURN IS 60" MIN. THEN THE AISLE APPROACHING THE TURN CAN BE 36"

CLEAR WIDTH AT TURN ON ACCESSIBLE ROUTE
- FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT - CARPET SHALL BE SECURELY ATTACHED WITH A FIRM PAD OR NO PAD, WITH A PILE THICKNESS OF 1/2"

MAX MEASURED TO BACKING OR PAD, AND EXPOSED EDGES SHALL HAVE TRIM AND BE FASTENED TO FLOOR
- CHANGES IN LEVEL OF 1/4" HIGH MAX SHALL BE PERMITTED TO VERTICAL AND WITHOUT EDGE TREATMENT. - CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE RAMPED - CHANGES IN LEVEL BETWEEN 1/4" HIGH MIN AND 1/2" MAX SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2
- ABRUPT CHANGES IN LEVEL EXCEEDING 4" HIGH BETWEEN WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES SHALL BE IDENTIFIED BY WARNING CURBS 6" MIN HIGH - WALKING SURFACES TO BE SLOPED 1:20 (5 PERCENT) OR LESS IN THE DIRECTION OF TRAVEL AND 1:48

MAX FOR CROSS SLOPE
- ACCESSIBLE ROUTES LESS THAN 60" WIDE TO HAVE PASSING SPACES AT 200' INTERVALS OF 60" X 60" OR A "T" SHAPED SPACE AT INTERSECTION
- ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE RESTING AREAS, 60" IN LENGTH AT INTERVALS OF 400' MAX. THE RESTING AREA SHALL BE AT LEAST AS WIDE AS THE WALK WITH A MAX SLOPE IN ALL DIRECTIONS TO BE 1:48
- EDGES OF REFLECTING POOLS SHALL HAVE RAILINGS, WALLS, CURBS, OR DETECTABLE WARNINGS WALKING SURFACES 1 N.T.S.

DOORS AND GATES 2 N.T.S.

HINGE APPROACH

PULL SIDE

PUSH SIDE
* 48" MIN IF BOTH CLOSER AND

LATCH ARE PROVIDED OR IS AN
EXTERIOR SIDEWALK 60" MIN * 44" MIN
36" MIN
22"MIN

LATCH APPROACH
24"MIN
24"MIN 60" MIN 44" MIN
* 48" MIN IF BOTH CLOSER AND

LATCH ARE PROVIDED OR IS AN

EXTERIOR SIDEWALK

PUSH SIDE

PULL SIDE

RECESSED DOOR/GATE
24" MIN AT EXTERIOR
18" MIN AT INTERIOR X > 8" 60" MIN

PULL SIDE

PUSH SIDE, DOOR PROVIDED

WITH BOTH CLOSER AND LATCH
12" MIN 48" MIN X > 8" X > 8" 48" MIN
48" MIN
48" MIN
48" MIN
48" MIN

DOORS AT VESTIBULE

DOORS IN SERIES

DOORS AT OPPOSITE WALLS DOORS AT ADJACENT WALLS
12" MIN *
18" MIN INT & 24" MIN EXT 60" MIN 48" MIN
48" MIN AT EXTERIOR WALKS

PUSH SIDE
- FOR AUTOMATIC SLIDING DOORS, USE CLEARANCES DESIGNATED FOR PUSH SIDE

FRONT APPROACH FOR BOTH DIRECTIONS OF TRAVEL
- CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48" MIN, TYPICAL FOR ALL

APPROACHES

FRONT APPROACH
NOTE: ALL REQUIRED CLEARANCES TO HAVE A MAXIMUM SLOPE IN ANY DIRECTION OF 2 PERCENT MAXIMUM.

DOOR CLEARANCES 5 N.T.S.
- WHERE NOT ALL ENTRANCES ARE ACCESSIBLE, ALL OTHER ACCESSIBLE ENTRIES SHALL HAVE AN INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA);

PROVIDE DIRECTIONAL SIGNAGE INDICATING NEAREST ACCESSIBLE ENTRY

AT ALL INACCESSIBLE ENTRANCES
- ALL ACCESSIBLE BUILDING AND FACILITY ENTRANCES SHALL BE IDENTIFIED

WITH AN ISA
- MAJOR JUNCTIONS ALONG ACCESSIBLE ROUTES LEADING TO ENTRIES

SHALL ALSO HAVE AN ISA WITH DIRECTIONAL SIGNS
- THE SYMBOL SHALL BE A WHITE FIGURE ON A BLUE BACKGROUND MATCHING COLOR #15090 IN FEDERAL STANDARD 595B OR OTHER

COLORS THAT PROVIDE CONTRAST & APPROVED BY ENFORCEMENT

AGENCY EXCEPT AT PARKING

LOCATION FOR PERMANENT & TACTILE SIGNS TACTILE SYMBOLS

BRAILLE DETAIL

RAISED CHARACTER

INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA)

ACCESS FOR

HEARING LOSS

VOLUME CONTROL

TELEPHONES

INTERNATIONAL

TTY SYMBOL

CLEAN AIR
SIGNAGE 6 N.T.S.

REACH RANGES, CONTROLS, POS, AND VENDING MACHINES 4 N.T.S.

STAIRS 7 N.T.S.

PROTRUDING OVERHANGING OBJECTS 3 N.T.S.

SCALE:

PROJECT NO:

DRAWN:

DATE:

SHEET NO:

REVISION:

BID SET:

HEALTH SUBMITTAL:

TENANT APPROVAL:

All ideas, design arrangements, and plans indicated or represented by this drawing are owned by, and the property of Ikedo Design. and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Ikedo Design. Filing of these drawings or specifications with any public agency is not a publication of same. No reproduction is therefore permissible without the written consent of Ikedo Design. 990 Highland Drive
Suite 101
Solana Beach, CA 92075
p: 858.436.7967
REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

THIS PERMIT APPLICATION SET OF DRAWINGS ARE
INTENDED FOR BUILDING DEPARTMENT REVIEW ONLY.

REVISIONS DUE TO PLAN CHECK AND IKEDO DESIGN
REVIEW/COORDINATION MAY BE REQUIRED.

CT0723
SI, JD
03 / 20 / 24 THE COTTAGE 1555 CAMINO DEL MAR #102 DEL MAR, CA 92014 NEW RESTAURANT TRELLIS CITY SUBMITTAL:

DESIGN
Space Planning & Interior Design
24 April 1, 2024 Item 10
60" MIN AT 'T' TURNING
12"
MIN
12"
MIN

SEAT BACK WHERE
OCCURS 22" FOR HINGE APPROACH 18" MIN
18"
MIN
18"
MIN
N.T.S.

GENERAL ADA
NOTES
T8

CENTERED DOOR SIDE (OFF-CENTERED) DOOR

VISIBLE HALL SIGNALS HOISTWAY FLOOR JAMB DESIGNATIONS
NOTE: ELEVATORS TO COMPLY WITH ASME A17.1. ALL PASSENGER ELEVATORS TO BE ACCESSIBLE AND ON AN ACCESSIBLE ROUTE

HALL CALL CONTROLS
- CALL CONTROLS CAN BE BUTTONS OR KEYPADS; CALL BUTTONS SHALL BE RAISED OBJECTS ADJACENT TO OR BELOW SHOULD NOT PROJECT 24" - CALL BUTTONS AND KEYPADS TO BE WITHIN COMPLIABLE REACH RANGE

MEASURED TO THE CENTERLINE OF THE HIGHEST OPERABLE PART AFF AND 42" TO THE OVERALL CENTERLINE
- CALL BUTTONS TO BE 3/4" DIAMETER MIN WITH THE UP ARROW ON TOP AND DOWN ON BOTTOM AND RAISED 1/8" +/- 1/32"
- CALL BUTTONS TO HAVE VISIBLE SIGNALS TO INDICATE WHEN EACH CALL IS

REGISTERED AND TO BE INTERNALLY ILLUMINATED WITH A WHITE LIGHT

OVER THE ENTIRE SURFACE OF THE BUTTON

HALL SIGNALS
- HALL SIGNALS TO BE VISUAL AND AUDIBLE AT EACH HOISTWAY ENTRY - AUDIBLE SIGNALS SHALL SOUND ONCE FOR UP & TWICE FOR DOWN, OR SHALL HAVE VERBAL ANNUNCIATORS SAYING "UP" AND "DOWN"; AUDIBLE SIGNALS TO HAVE A FREQUENCY OF 1500 HZ. MAX; VERBAL ANNUNCIATORS SHALL HAVE A FREQUENCY BETWEEN 300 HZ TO 3000 HZ AND SHALL BE 1080

DB ABOVE AMBIENT
- VISUAL SIGNALS TO BE 2 1/2" X 2 1/2" MIN AND VISIBLE FROM HALL CALL

CONTROLS PREFERABLY ARROW SHAPES

HOISTWAY JAMB SIGNS
- LOCATE FLOOR DESIGNATIONS ON BOTH JAMBS MOUNTED AT 60" MAX TO CENTERLINE A.F.F. - FLOOR DESIGNATIONS TO BE BOTH 2" MIN HIGH TACTILE CHARACTERS WITH CA CONTRACTED GRADE 2 BRAILLE BELOW
- LOCATE A 2" TACTILE STAR TO THE LEFT OF THE CHARACTER ON BOTH JAMBS AT GRADE ENTRY LEVEL AND PER 11B407.2.3.1

ELEVATOR DOORS
- AUTOMATIC HORIZONTAL SLIDING TYPE ONLY
- REOPENING DEVICE TO BE LOCATED TO SENSE AN OBSTRUCTION AT 5" AND 29" AFF AND NOT REQUIRE PHYSICAL CONTACT TO BE ACTIVATED, REMAINING EFFECTIVE FOR 20 SECONDS MIN
- DOORS SHALL REMAIN FULLY OPEN IN RESPONSE TO A CALL FOR 5 SECONDS MIN
- DOOR & SIGNAL TIMING AT HALL TO COMPLY WITH 11B407.3.4

FLOOR SURFACES
- CLEARANCE BETWEEN CAR PLATFORM SILL AND EDGE OF HOIST WAY LANDINGS TO BE 1 1/4" MAX
- EACH CAR TO HAVE A SELFLEVELING FEATURE TO ADJUST CARS TO WITHIN 1/2" OF THE FLOOR LANDINGS WHETHER LOADED OR NOT - PROVIDE CLEAR FLOOR SPACE UP TO 80" WITHOUT ANY OBSTRUCTIONS OR

RECESSED ITEMS

ILLUMINATION
- CONTROLS, PLATFORM, THRESHOLD, AND LANDING SHALL BE 5 FOOT

CANDLES MIN

CAR CONTROL BUTTONS
- TO BE LOCATED ADJACENT TO THE DOORS AT 48" MAX AFF TO THE HIGHEST

OPERABLE PART AND ILLUMINATED W/ SQUARE SHOULDERS & ACTIVATED

BY MECHANICAL MOTION AND IF MORE THAN ONE SET OF CONTROLS IN A CAR, ONLY 1 SET NEEDS TO COMPLY WITH HEIGHT REQUIREMENTS - EMERGENCY CONTROL BUTTONS TO BE 35" MIN AFF GROUPED AT THE

BOTTOM EITHER AS PART OF THE PANEL OR A SEPARATE PANEL
- BUTTONS TO BE 3/4" MIN AND ARRANGED IN ASCENDING ORDER; IF TWO COLUMNS THEY SHOULD READ FROM LEFT TO RIGHT; 3/8" MIN SPACE

BETWEEN BUTTONS
- CONTROL BUTTONS TO HAVE RAISED CHARACTERS OR TACTILE SYMBOLS PER ANSI 407.4.7.1.3 AND BRAILLE IMMEDIATELY TO THE LEFT OF THE BUTTON 3/16" MIN FROM RAISED CHARACTEROR SYMBOL (CA CONTRACTED GRADE 2 BRAILLE) NUMERICAL HEIGHT TO BE 5/8" MIN AND:
• RAISED 1/8" +/ 1/32" ABOVE SURFACE
• BRAILLE TO BE BELOW NUMERALS
• RAISED CHARACTERS TO BE WHITE ON BLACK
- PLACE RAISED STAR ALONG SIDE OF MAIN EXIT FLOOR NUMBER - CAR POSITION INDICATOR CHARACTERS TO BE ½" MIN HEIGHT AND LOCATED

ABOVE CAR CONTROL PANEL OR DOOR
- WHEN A CAR PASSES OR STOPS AT A FLOOR SERVED BY AN ELEVATOR, THE

CORRESPONDING CHARACTER SHALL ILLUMINATE
- PROVIDE A VERBAL ENUNCIATOR BETWEEN 2001,500 HZ AND IS 80 DBA MAX ABOVE AMBIENT +10 DB MIN ABOVE AMBIENT. - VERBAL ANNUNCIATOR SHOULD BE PROVIDED ANNOUNCING THE FLOOR WHICH THE CAR WILL STOP AT; IF THE ELEVATOR SPEED IS ≤ 200' PER MINUTE A NONVERBAL AUDIBLE SIGNAL MAYBE USED OF 1500 HZ MAX

WHICH SOUNDS WHEN A CAR PASSES OR IS ABOUT TO STOP AT A FLOOR - EMERGENCY 2WAY COMMUNICATION SYSTEM SHALL BE WITHIN

COMPLIABLE REACH RANGE AND HAVE COMPLIABLE BRAILLE AND RAISED CHARACTERS ADJACENT TO THE DEVICE. THE PHONE IS 48" MAX AFF WITH 29" MIN LENGTH HANDSET CORD AND IF LOCATED IN A CLOSED

COMPARTMENT, LATCH SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND REQUIRES A FORCE OF 5 POUNDS MAX

SUPPORT RAIL
- PROVIDE SMOOTH HANDRAIL ON ONE WALL, PREFERABLY AT REAR AT 31" MIN.  33" MAX AFF, 1 1/2" MIN CLEAR FROM WALL, AND THE ENDS OF THE SUPPORT RAILS SHALL BE 6" MAX FROM ADJACENT WALLS HANDRAIL EXTENSIONS AT STAIRS HANDRAIL EXTENSIONS AT RAMPS HANDRAIL HEIGHTS 34"-38" STAIRS RAMPS WALKING SURFACES 34"-38" TO TOP OF HANDRAILBOTTOM LANDING TOP LANDING NOTE: T- TREAD DEPTH 34"-38" 34"-38"
12" MIN.

HANDRAILS
- HANDRAILS ARE REQUIRED ON BOTH SIDES OF STAIRS AND RAMPS - HANDRAILS ARE TO BE CONTINUOUS WITHIN EACH STAIR FLIGHT OR RAMP

RUN WITH THE INSIDE RAILS BEING CONTINUOUS AND NOT EXTENDING

INTO THE LANDING ON SWITCHBACK OR DOGLEG STAIRS AND PEDESTRIAN RAMPS. THE ORIENTATION OF AT LEAST ONE HANDRAIL SHALL BE IN THE

DIRECTION OF THE STAIR RUN, PERPENDICULAR TO THE DIRECTION OF THE

STAIR NOSING AND SHALL NOT REDUCE THE MINIMUM REQUIRED WIDTH OF THE STAIR. - WHEN CHILDREN ARE PRIMARY USERS A SECOND SET OF HANDRAILS CAN BE PROVIDED WITH A SPACE OF 9" MIN BETWEEN BOTH RAILINGS WITH A MAX HEIGHT OF 28"
- HANDRAILS CAN BE LOCATED WITHIN A 3" MAXIMUM RECESS IF THE RECESS IS EXTENDED 18" MIN ABOVE THE TOP OF THE RAIL AND 1 1/2" BELOW

GRIPPING SURFACES
- GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED ON TOPS AND SIDES AND A MAXIMUM OF 20 PERCENT ALONG THE BOTTOM; HORIZONTAL PROJECTIONS SHALL HAPPEN A MINIMUM OF 1 1/2" CLR BELOW THE GRIPPING SURFACE
- SHALL NOT ROTATE IN THEIR FITTINGS
- TOP AND SIDES OF GRIPPING SURFACES AND OTHER ADJACENT SURFACES

SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND HAVE ROUNDED EDGES

EXTENSIONS
- HANDRAILS AT PEDESTRIAN RAMPS SHALL EXTEND HORIZONTALLY ABOVE THE TOP AND BOTTOM LANDINGS FOR 12" MIN AND SHALL RETURN TO A

WALL, POST, OR THE LANDING SURFACE
- HANDRAILS AT STAIRS SHALL EXTEND HORIZONTALLY ABOVE THE TOP LANDING 12" MIN FROM THE RISER NOSING; SHALL EXTEND AT THE SAME

SLOPE AS THE STAIRS THE HORIZONTAL DISTANCE OF ONE TREAD WIDTH PLUS 12" HORIZONTAL FROM THE BOTTOM NOSING
- EXTENSIONS SHALL BE MEASURED TO THE SPRING POINT OF THE RADIUS - EXTENSIONS FOR TOP AND BOTTOM SHALL RETURN TO A WALL, FLOOR, OR POST; IF RETURNING TO A POST, BOTTOM OF THE RETURN RAIL TO BE 27" MAX A.F.F. 34"-38"
12" MIN.
12" MIN. 12"+ T
T T

SIDE CLEARANCES BOTTOM CLEARANCES

HANDRAIL CLEARANCES

NON CIRCULAR CIRCULAR

HANDRAIL CLEARANCES
4"MIN. TO 6-1/4"

MAX PERIMETER
1 1/2"MIN. 1 1/2"MIN.
2 1/4" MAX
2 1/4" 1 1/4"-2" MAX
42" MIN 51" MIN 54" MIN
80" MIN
36" MIN 54" MIN 51" MIN 2 1/2" MIN SIGNAL 2 1/2" MIN SIGNAL CL
CL CL
2 1/2"
MIN 72" MIN A.F.F. 60" 2" MIN
68" MIN
ELEVATORS 8 N.T.S.

HANDRAILS 9 N.T.S.

BACK/BACK RESTROOMS 12 N.T.S.
- PROVIDE FURRING AT MASONRY WALLS WHERE OCCURS
- DOORS MAY NOT ENCROACH ON CLEAR SPACE FOR ANY FIXTURE - ALL PLUMBING WALLS TO BE 2X6 STUDS MIN
60" TURNING DIAMETER
12" MAX OVERLAP
48"MIN CLR 99" 4'-0" MIN 56" MIN
17"-18" 44" MIN CLR 23" MIN CLR 56" MIN 4'-0" MIN 99"
48" MIN CLR

BABY CHANGING

STATION WHERE
OCCURS
60" MIN CLR SPACE
8'-0"
CHILDREN'S USE RESTROOM 10 N.T.S.
- TOILET COMPARTMENTS FOR CHILDREN'S USE SHALL BE 60" CLR MIN WIDE X 56" MIN CLR DEEP FROM BACK WALL. A MIN 60" WIDE AND 48" DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET - TOE CLEARANCE SHALL BE 12" MIN HT AFF AND 6" BEYOND THE PARTITION; NOT REQUIRED AT SIDE PARTITION IF THE COMPARTMENT IS GREATER THAN 66" WIDE
- TOILET FLUSH CONTROLS TO BE 36" MAX AFF
- TOILET PAPER DISPENSER TO BE 7"9" TO CENTERLINE IN FRONT OF THE TOILET - LAVATORY COUNTER/RIM FOR CHILDREN 612 YEARS IS 31" MAX AFF WITH KNEE CLEARANCE OF 24" AFF MIN

SUGGESTED DIMENSIONS FOR WATER CLOSETS
SERVING CHILDREN AGES 3 - 12
GRAB BAR HT TO TOP 18" - 20" 20" - 25" 25" - 27"
TOILET PAPER DISPENSER HT TO OUTLET 14" 14" - 17" 17" - 19" TOILET SEAT HT 11" - 12" 12" - 15" 15" - 17"
WC CENTERLINE FROM WALL 12" 12" - 15" 15" - 18"
AGES 3 & 4 AGES 5 - 6 AGES 9 - 12
UNISEX RESTROOM 14 N.T.S.

RESTROOM DOOR ID 11 N.T.S.
- PROVIDE FURRING AT MASONRY WALLS

WHERE OCCURS
- DOORS MAY NOT ENCROACH ON CLEAR

SPACE FOR ANY FIXTURE
- ALL PLUMBING WALLS TO BE 2X6 STUDS
MIN
- NOT MORE THAN 1 LAVATORY AND NOT

MORE THAN TWO WATER CLOSETS

WITHOUT URINAL OR ONE WATER CLOSET

AND ONE URINAL
- DOORS TO UNISEX TOILET ROOMS SHALL

HAVE PRIVACY LATCHES
60" TURNING DIAMETER

FLUSH ACTIVATOR ON WIDE SIDE

BABY CHANGING

STATION WHERE
OCCURS
7'-6" MIN CLR
60" MIN CLR SPACE
17" - 18" 18" MIN 4'-8" MIN 98" MIN 4'-0" MIN CLR
18" MIN CLR
12" MAX OVERLAP 48" MIN CLR 44" MIN CLR
WOMEN +
GIRLS
MEN +
BOYS
UNISEX +
FAMILY
CL
CL CL
12" 12" 12"
- ON DOORS LEADING TO MEN'S SANITARY FACILITIES, AN EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND A VERTEX POINTING UPWARD
- ON DOORS LEADING TO WOMEN'S FACILITIES, A CIRCLE 1/4" THICK AND 12" IN DIAMETER - WHERE A UNISEX RESTROOM IS PROVIDED A COMBINED CIRCLE AND INSCRIBED TRIANGLE SIGN SHALL

BE USED EACH SIZED AS ABOVE AND CONTRASTING TO EACH OTHER - THESE SYMBOLS SHALL BE CENTERED ON THE DOOR AND THEIR COLOR AND CONTRAST SHALL BE

DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOORS - EDGES OF THE SIGNS SHALL BE ROUNDED OR EASED AT 1/16” MINIMUM OR CHAMFERED AT 1/8” MINIMUM. VERTICES SHALL BE RADISUED BETWEEN 1/8” MINIMUM AND 1/4” MAXIMUM. 58" - 60" A.F.F. 38" MAX 2" MAX - COUNTER SURFACE TO BE 38" MAX AFF
- TOP OF COUNTER EDGE PROTECTION TO BE 40" MAX AFF
- IN EXISTING BUILDING WHERE THE SELLING SPACE IS LESS THAN 5,000 SF PROVIDE 1 MIN ACCESSIBLE CHECKOUT AISLE
- FOR EVERY 14 COUNTERS PROVIDE 1 MIN PER EACH FUNCTION, 58 COUNTERS PROVIDE 2 MIN, 915 PROVIDE 3, AND 16 AND OVER
PROVIDE 3 + 20 PERCENT OF ADDITIONAL AISLES PER EACH FUNCTION - WHEN NOT ALL CHECKOUT AISLES ARE ACCESSIBLE PROVIDE AN ISA AT

ACCESSIBLE CHECKSTANDS
- PROVIDE 36" MIN CLR AISLE

CHECK-OUT AISLE COUNTER
- ACCESSIBLE PORTION TO BE SAME DEPTH AS
ADJACENT COUNTER AND 36" WIDE MIN
- COUNTER HT TO BE 34" MAX AFF
- PROVIDE AT LEAST ONE ACCESSIBLE COUNTER OF

EACH TYPE (IE ORDER, PICK UP, EXPRESS, RETURNS)
AND DISPERSED.

SALES & SERVICE COUNTERS
PLAN
30" X 48" CLR

FLR SPACE
36" MIN
- PROVIDE A 30" X 48" CLR FLOOR SPACE FOR FORWARD APPROACH AT TABLES, WORK

SURFACES, BARS, COUNTERS, BOOTHS, WRITING SURFACES, AND CHECK WRITING SURFACES - PROVIDE FOR 5 PERCENT OF DINING SURFACES FOR FOOD/DRINKING CONSUMPTION TO BE

ACCESSIBLE BASED UPON SEATING OR STANDING SPACES DISPERSED THROUGHOUT THE

FACILITY BY FUNCTIONAL TYPE AND AREAS, WITH A MIN OF ONE FOR EACH AREA AND TYPE - PROVIDE FOR 5 PERCENT OF WORK SURFACES NOT USED BY EMPLOYEES TO BE ACCESSIBLE WITH A MINIMUM OF ONE AT 28" TO 34" AFF
- IF COUNTERS FOR FOOD OR DRINK ARE >34" AFF, PROVIDE A 60" WIDE PORTION OF THE MAIN COUNTER AT A COMPLIABLE ACCESSIBLE HEIGHT WITH 19" MIN DEEP X 27" MIN HT

CLEAR BELOW
- SEATING AT FIXED TABLES & COUNTERS TO HAVE A CLEAR SPACE OF 27"HT X 30"W X 19"

DEEP MIN
- TABLE & WORK SURFACES FOR CHILDREN'S USE SHALL BE 26" MIN TO 30" MAX AFF TO TOP OF SURFACE AND 24" MIN CLR UNDER SURFACE; A PARALLEL APPROACH WITH A 30" X 48" CLR SPACE MAY BE USED FOR CHILDREN 5 AND UNDER

DINING TABLE, BAR, COUNTERS, & WORK SURFACES

ACCESSIBLE ROUTE

DESK/TABLE
19" MIN TO 25" MAX

CLEAR BELOW
30" X 48" CLR

FLR SPACE

DESK/TABLE
19" MIN TO 25" MAX

CLEAR BELOW ACCESSIBLE ROUTE
30" MIN 48" MIN

SEATING AT TABLE/COUNTER/DESK

BACKED TO OPEN AREA BACKED TO WALL/ALCOVE
19" MIN CLR 8" MIN CLR
AT 27" AFF 28" MIN TO 34" MAX 27" MIN CLR 9" MIN
6" MIN CLR
AT 9" AFF
11" MIN CLR
AT 9" AFF

WALL WHERE
OCCURS
2 1/2" MAX 2" MAX 17" MIN TO 19" MAX 18" MIN 2 1/2" MAX WALL WHERE OCCURS> 24"
36" X 48" CLR SPACE
30" X 48" CLR SPACE
48" MIN
END ELEVATION PLAN 20" MIN TO 24" MAX

FIXED BENCHES
- SEAT IS 20" MIN - 24" MAX DEEP WITH A 48" MIN WIDTH
- PROVIDE BACK SUPPORT OF 48" MIN LONG OR ATTACH TO A WALL - THE SEAT AND HARDWARE SHOULD ALLOW FOR A VERTICAL AND HORIZONTAL FORCE OF 250

LBS MIN
- SEAT SHOULD NOT ALLOW FOR ACCUMULATION OF WATER
- PROVIDE A 30" X 48" CLEAR SPACE AT END OF BENCH FOR SIDE TRANSFER; IF CLEAR FLOOR SPACE IS CONFINED ON THE THIRD SIDE BY MORE THAN 24", PROVIDE FOR 36"X48" CLEAR

FLOOR SPACE
TRAY SLIDE 28" MIN TO 34" MAX 8" MAX IF COUNTER DEPTH IS 10" OR LESS 46" MAX IF COUNTER DEPTH IS > 10" TO 24" MAX

FOOD SERVICE LINE
- TOPS OF TRAY SLIDES TO BE 28" MIN TO 34" MAX AFF
- AT LEAST 50% OF ALL OPERABLE PARTS OF DISPENSING DEVICES, SELFSERVICE

SHELVES, CONDIMENTS, ETC SHOULD BE WITHIN COMPLIABLE REACH RANGE WITH A MINIMUM OF 1 OF EACH TYPE - IF COUNTER IS GREATER THAN 10" DEEP AND ≤ 24" DEEP THE MAX REACH RANGE HT BEYOND IS 46" AFF; AND IF COUNTER IS 10" OR LESS DEEP THAN 48" MAX HT
- PROVIDE 36" MIN CLR AISLE FROM FRONT OF TRAY SLIDE FOR SERVING ONE SIDE BUILT-IN ELEMENTS 13 N.T.S.
36" MIN AT TURNING SPACE, TYP
44" MIN AT PASSING SPACE AND

CORRIDORS SERVING AN OCCUPANT
LOAD OF 10 OR MORE
* 48" MIN TYP
AT CORRIDORS > 200LF 36" MIN
* CORRIDORS HAVE 48" MIN BEYOND

INTERSECTION EACH DIRECTION EVERY
200LF MAX OR A 60" X 60" PASSING SPACE
- CAN OVERLAP WITH REQ CLEARANCES OF OTHER
ITEMS
- DOOR SWINGS OVERLAP 12" MAX IN RESTROOMS

T-SHAPE TURNING SPACE &

PASSING SPACE AT
CORRIDORS > 200LF
5' TURNING

DIAMETER
60" MIN
CLR ø
36" MIN SINGLE SPACE
33" MIN IF 2

ADJACENT SPACES
CLR
FLOOR
SPACE
CLR
FLOOR
SPACE 60" MIN 48" MIN

FRONT/REAR
ACCESS

SIDE ACCESS

WHEELCHAIR SEATING SPACES (GROUP A)
MANEUVERING SPACE 15 N.T.S.

SCALE:

PROJECT NO:

DRAWN:

DATE:

SHEET NO:

REVISION:

BID SET:

HEALTH SUBMITTAL:

TENANT APPROVAL:

All ideas, design arrangements, and plans indicated or represented by this drawing are owned by, and the property of Ikedo Design. and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Ikedo Design. Filing of these drawings or specifications with any public agency is not a publication of same. No reproduction is therefore permissible without the written consent of Ikedo Design. 990 Highland Drive
Suite 101
Solana Beach, CA 92075
p: 858.436.7967
REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

THIS PERMIT APPLICATION SET OF DRAWINGS ARE
INTENDED FOR BUILDING DEPARTMENT REVIEW ONLY.

REVISIONS DUE TO PLAN CHECK AND IKEDO DESIGN
REVIEW/COORDINATION MAY BE REQUIRED.

CT0723
SI, JD
03 / 20 / 24 THE COTTAGE 1555 CAMINO DEL MAR #102 DEL MAR, CA 92014 NEW RESTAURANT TRELLIS CITY SUBMITTAL:

DESIGN
Space Planning & Interior Design
25 April 1, 2024 Item 10
60" MIN 72" MIN FOR BOTTOM LANDING
N.T.S.

GENERAL ADA
NOTES
T9

RAMP RUN
60" MIN* 72" MIN RAMP RUN

CHANGE IN DIRECTION

LANDING
* WHEN DOOR SWINGS
ONTO LANDING  42"
MIN PLUS DOOR WIDTH TOP LANDING 60" MIN

INTERMEDIATE RAMP RUN TOP LANDING

LANDING
RAMP RUN 48" MIN CLR
72" MIN 60" MIN * 60" MIN
BOTTOM

LANDING LANDING WIDTH AT LEAST AS WIDE AS RAMP RUN WIDTH

STRAIGHT RUN

PLAN OF RAMP CONFIRGURATIONS
SECTION - RAMP EXTENSIONS*
* AT LANDING ONLY
SECTION - CURB 34" - 38" TO TOP
12" MIN 48" MIN CLR 48" MIN CLR 34" - 38" TO TOP 2" MIN SECTION - WHEEL GUIDE RAIL 4" MIN
48" MIN CLR 34" - 38" TO TOP

CONTINUOUS WHEEL

GUIDE RAIL

EDGE PROTECTION

LANDING CLEARANCES AT DOORS
12" MIN CLR IF

DOOR HAS BOTH

CLOSER AND
LATCH
48" MIN
60" MIN RAMP RUN 42" MIN

PUSH SIDE PULL SIDE
48" MIN
60" MIN RAMP RUN
3" MAX
18" MIN CLR AT
INTERIOR AND 24"
MIN EXT RAMP RUN 48" MIN CLR
42" MIN 60" MIN

PULL SIDE LATCH APPROACH
3" MAX
RAMP
- A SLOPE GREATER THAN 1:20 (5 PERCENT) IS CONSIDERED A RAMP - RUNNING SLOPE TO BE 1:12 MAX (8.33 PERCENT) - CROSS SLOPE TO BE 1:48 MAX - CLEAR WIDTH TO BE 48" MIN
- RAMPS WITH A RISE GREATER THAN 30" REQUIRE AN INTERMEDIARY LANDING - RAMPS SHALL HAVE A HANDRAIL 34" TO 38" TO THE TOP OF THE RAIL (SEE HANDRAIL DETAIL) ON EACH SIDE AND 48" MIN CLR BETWEEN RAILS

EDGE PROTECTION
- EDGE PROTECTION IS REQUIRED ON EACH SIDE OF RAMPS AND LANDINGS CONSISTING OF A CURB, A WHEEL

GUIDE RAIL, OR AN EXTENSION TO LANDING SURFACE UNLESS BOUNDED BY A WALL - NO EDGE PROTECTION IS REQUIRED ON THE LANDING IF THERE IS A VERTICAL DROP OF 1/2" MAX WITHIN 10"

HORIZONTALLY OF THE REQUIRED LANDING
- THE LANDING SHALL EXTEND 12" MIN BEYOND THE INSIDE FACE OF THE HANDRAIL, OR A CURB OR WHEEL GUIDE RAIL SHALL BE PROVIDED THAT ALLOWS FOR LESS THAN A 4" SPACE IMMEDIATELY ABOVE THE FLOOR

SURFACE
- PROVIDE A 2" MIN HT CURB OR A WHEEL GUIDE RAIL MOUNTED 2" TO 4" ABOVE THE GROUND - IF A RAMP IS GREATER THAN 30" ABOVE THE ADJACENT GRADE, PROVIDE A CONTINUOUS GUARD RAIL AT 42" MIN HT FOR THE FULL LENGTH OF THE RAMP; GUARD OPENINGS IF ANY ARE REQUIRED TO HAVE LESS THAN A 4" SPACE

LANDINGS
- A TOP AND BOTTOM LANDINGS ARE REQUIRED
- INTERMEDIATE LANDINGS ARE REQUIRED AT INTERVALS OF 30" MAX VERTICAL RISE OR AT CHANGE IN

DIRECTION
- CROSS SLOPE TO BE 2 PERCENT MAX
- EXTERIOR LANDINGS SHALL BE SLOPED SO AS NOT TO ACCUMULATE WATER - LANDING WIDTH TO BE A MINIMUM OF THE RAMP WIDTH LEADING TO THE LANDING AND TOP LANDING TO BE 60" MIN WIDE
- LANDING LENGTH TO BE 60" MIN AND BOTTOM LANDING TO BE 72" MIN LENGTH - WHERE RAMPS CHANGE DIRECTION AT A LANDING, THE LANDING SHALL BE 60" X 72" MIN IN THE DIRECTION OF DOWNWARD TRAVEL FROM THE UPPER RAMP. - MANEUVERING CLEARANCES CAN OVERLAP THE RAMP LANDING WHEN DOORWAYS ARE LOCATED ADJACENT

TO A RAMP LANDING
- DOORS WHEN FULLY OPEN, SHALL NOT REDUCE THE REQUIRED RAMP LANDING WIDTH BY MORE THAN 3".

DOORS IN ANY POSITION SHALL NOT REDUCE THE MIN DIMENSION OF THE RAMP LANDING TO LESS THAN 42". - LANDING WIDTH SHALL EXTEND ON THE STRIKE SIDE 24" ON EXTERIOR AND 18" ON INTERIOR DOORS AND GATES
- AT DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED ON RAMP RUNS LESS THAN 6" IN RISE OR 72" IN LENGTH.

PEDESTRIAN RAMPS 18 N.T.S.

SIGN TO STATE THE FOLLOWING:
"UNAUTHORIZED VEHICLES PARKED IN

DESIGNATED ACCESSIBLE SPACES NOT

DISPLAYING DISTINGUISHING PLACARDS OR

SPECIAL LICENSE PLATES ISSUED FOR PERSONS

WITH DISABILITIES WILL BE TOWED AWAY AT THE
OWNER'S EXPENSE. TOWED VEHICLES MAY BE

RECLAIMED AT (FILL IN ADDRESS) OR BY
TELEPHONING (FILL IN PHONE NUMBER)"
- PLACE AT EACH ENTRANCE TO OFFSTREET PARKING FACILITIES OR IMMEDIATELY ADJACENT TO

ON SITE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE - LETTERING TO BE 1" MIN HT
- EDGES OF POSTMOUNTED SIGNS TO HAVE 1/8" MIN RADIUS IF < 80" ABOVE GRADE - ADDRESS & PHONE NUMBER TO BE FILLED IN WITH DESIGNATED INFORMATION AS A PERMANENT PART OF THE SIGN.

REFLECTORIZED

SIGN, BOLTED TO

UNISTRUT
17" MIN 22" MIN 60" MIN 80" MIN IF LOCATED WITHIN PATH OF TRAVEL

FINISH GRADE
2" SQ. GALV. STL.

UNISTRUT SET IN

CONCRETE FTG,

SLEEVED & BOLTED
CA TOW AWAY SIGN 19 N.T.S.

ELECTRIC VEHICLE CHARGING STATIONS (EVCS) - WHERE VEHICLE SPACES AND ACCESS AISLES ARE MARKED WITH LINES, MEASUREMENTS

SHALL BE MADE FROM THE CENTERLINE OF THE MARKINGS
- OPERABLE PARTS SHALL BE IN COMPLIANCE WITH REACH RANGES - ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE SPACE THEY SERVE.

CHANGES IN LEVEL, SLOPES EXCEEDING 1:48 AND DETECTABLE WARNINGS SHALL NOT BE PERMITTED IN VEHICLE SPACES AND ACCESS AISLES. - VEHICLE SPACES, ACCESS AISLES SERVING THEM AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98” MINIMUM. WHERE PROVIDED,

OVERHEAD CABLE MANAGEMENT SYSTEMS SHALL NOT OBSTRUCT REQUIRED VERTICAL CLEARANCE.

ACCESSIBLE ROUTES
- EVCS THAT SERVE A PARTICULAR BUILDING OR FACILITY SHALL BE LOCATED ON AN

ACCESSIBLE ROUTE TO AN ENTRANCE
- AN ACCESSIBLE ROUTE SHALL BE PROVIDED BETWEEN THE VEHICLE SPACE AND THE EV

CHARGER WHICH SERVES IT
- VEHICLE SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT WHEN THE VEHICLE

SPACE IS OCCUPIED THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES IS NOT OBSTRUCTED. A CURB, WHEEL STOP, BOLLARDS, OR OTHER BARRIER SHALL BE

PROVIDED IF REQUIRED TO PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. - VEHICLE SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT PERSONS USING

THEM ARE NOT REQUIRED TO TRAVEL BEHIND VEHICLE SPACES OR PARKING SPACES OTHER THAN THE VEHICLE SPACE IN WHICH THEIR VEHICLE HAS BEEN LEFT TO CHARGE.

VEHICLE SPACES
- VEHICLE SPACES SERVING VAN ACCESSIBLE, STANDARD ACCESSIBLE, AMBULATORY AND DRIVEUP EVCS SHALL BE 216” LONG MINIMUM
- VAN ACCESSIBLE SPACES SHALL BE 144” WIDE WITH A 60” WIDE ACCESS AISLE - STANDARD ACCESSIBLE SPACES SHALL BE 108” WIDE WITH A 60” WIDE ACCESS AISLE - AMBULATORY SPACES SHALL BE 120” WIDE AND SHALL NOT BE REQUIRED TO HAVE AND

ADJACENT ACCESS AISLE
- DRIVEUP SPACES SHALL BE 204” WIDE AND SHALL NOT BE REQUIRED TO HAVE AND

ADJACENT ACCESS AISLE
- EVCS VEHICLE SPACES SHALL PROVIDE SURFACE MARKING STATING “EV CHARGING ONLY” IN LETTERS 12” HIGH MINIMUM. THE CENTERLINE OF THE TEXT SHALL BE A MAXIMUM OF 6” FROM THE CENTERLINE OF THE VEHICLE SPACE AND ITS LOWER CORNER.

ACCESS AISLES
- ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE. TWO VEHICLE SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. ACCESS AISLES SHALL BE 60” WIDE

MINIMUM AND SHALL EXTEND THE FULL REQUIRED LENGTH OF THE VEHICLE SPACES THEY SERVE. - ACCESS AISLES AT VEHICLE SPACES SHALL NOT OVERLAP THE VEHICULAR WAY AND MAY

BE PLACED ON EITHER SIDE OF THE VEHICLE SPACE THEY SERVE EXCEPT FOR VAN

ACCESSIBLE SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE VEHICLE SPACES. - ACCESS AISLES AT VEHICLE SPACES SHALL BE MARKED WITH A PAINTED BORDERLINE AROUND THEIR PERIMETER. THE AREA WITHIN THE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A MAXIMUM OF 36” ON CENTER. THE COLOR OF THE

BORDERLINES, HATCHED LINES, AND LETTERS SHALL CONTRAST WITH THAT OF THE SURFACE OF THE ACCESS AISLE. THE BLUE COLOR REQUIRED FOR IDENTIFICATION OF ACCESS AISLES FOR ACCESSIBLE PARKING SHALL NOT BE USED. - THE WORDS “NO PARKING” SHALL BE PAINTED ON THE SURFACE WITHIN EACH ACCESS AISLE IN LETTERS A MINIMUM OF 12” IN HEIGHT AND LOCATED TO BE VISIBLE FROM THE ADJACENT VEHICULAR WAY. - EVCS SIGNS SHALL BE PROVIDED AS REQUIRED ELECTRONIC VEHICLE PARKING 22 N.T.S.

ACCESSIBLE ROUTE

CLEAR FLOOR SPACE

EV CHARGER
VAN

ACCESSIBLE
EVCS

STANDARD

ACCESSIBLE
EVCS

EVCS NOT

REGULATED BY

ACCESSIBILITY
CODE
144" MIN 60" MIN 108" MIN

ELECTRONIC VEHICLE PARKING STALLS

EV CHARGING
ONLY

EV CHARGING
ONLY 18'-0" MIN

ELECTRIC VEHICLE CHARGING STATIONS FOR PUBLIC USE AND COMMON USE

MINIMUM NUMBER (BY TYPE) OF EVCS REQUIRED TO COMPLY

VAN ACCESSIBLE STANDARD ACCESSIBLE AMBULATORY

TOTAL NUMBER OF
EVCS AT A FACILITY1 1 TO 4
5 TO 25
26 TO 50
51 TO 75
76 TO 100
101 AND OVER
1 1
1 1
1 1, PLUS 1 FOR EACH 300,

OR FRACTION THEREOF,
OVER 100
3, PLUS 1 FOR EACH 60,

OR FRACTION THEREOF,
OVER 100
3, PLUS 1 FOR EACH 50,

OR FRACTION THEREOF,
OVER 100
0 1
1 2
3 0
0 1
2 3

1. WHERE AN EV CHARGER CAN SIMULTANEOUSLY CHARGE MORE THAN ONE VEHICLE, THE NUMBER OF EVCS

PROVIDED SHALL BE CONSIDERED EQUIVALENT TO THE NUMBER OF ELECTRIC VEHICLES THAT CAN BE SIMULTANEOUSLY CHARGED.

TOP VIEW OF PANEL

2.3" - 2.4" 2.3" - 2.4" 0.65" MIN
B B

SECTION B-B (FULL) DETAIL-A (FULL)
TRUNCATED DOMES DETAIL 20 N.T.S.

0.45 - 0.47
TOP DIA.

0.9 - 0.92
BASE DIA. .250" 0.18 - 0.22

ACCESSIBLE ROUTE

PULL-UP SPACE

STRIPE ACCESS AISLE
36" OC AND WITH A

PAINTED BORDERLINE

AROUND THE
PERIMETER 96" MIN

ACCESS AISLE

AND LOADING

ZONE AREA TO BE
MARKED

CURB LINE

PASSENGER

LOADING ZONE
SIGN 36"
FULL LENGTH OF VEHICLE PULL-UP SPACE 20'-0" MIN

LOADING ZONE
- WHERE A PASSENGER LOADING ZONE IS PROVIDED, A MINIMUM OF ONE ACCESSIBLE SPACE IS REQUIRED FOR EVERY 100 LF OR FRACTION OF LOADING ZONE SPACE - VALET PARKING SHALL PROVIDE A MINIMUM OF ONE ACCESSIBLE PASSENGER LOADING ZONE - ACCESSIBLE PULLUP SPACE SHALL BE 20' MIN IN LENGTH BY 96" DEEP - A VERTICAL CLEARANCE OF 114" MIN FOR THE PULLUP SPACE, THE ACCESS AISLE, AND THE

VEHICULAR ROUTE TO AND FROM THE LOADING ZONE
- EACH LOADING ZONE SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN STATING "PASSENGER LOADING ZONE ONLY" ALONG WITH THE ISA IN WHITE ON A DARK BLUE BACKGROUND

ACCESS AISLE
- ACCESS AISLE MUST ADJOIN AN ACCESSIBLE ROUTE
- ACCESS AISLE SHALL BE 60" MIN WIDE AND THE FULL LENGTH OF THE PULL-UP SPACE  20' MIN LENGTH
- A MAXIMUM SLOPE OF 2 PERCENT IS ALLOWED IN THE PULL-UP SPACE AND ACCESS AISLE BOTH

TO BE ON THE SAME LEVEL
- MARKINGS SHOULD DISCOURAGE PARKING IN THE ACCESS AISLE PASSENGER LOADING ZONE 21 N.T.S.
30" X 48" CLEAR FLOOR

SPACE FOR FORWARD

APPROACH ONLY

PROVIDE CLR KNEE SPACE
27" HT MIN X 30" W X 8" MIN
TO 19" MAX DEEP PER CBC
18" MIN 19"MAX CLR FLR SPACE 6 1/2" MAX 27" CLR MIN 34" MAX

PLAN VIEW SIDE ELEVATION
COMMON USE SINK 16 N.T.S.
- ALL DRAIN PIPES UNDER THE SINK NEED TO BE INSULATED OR COVERED TO PREVENT CONTACT - THERE ARE NO SHARP OR ABRASIVE SURFACES UNDER THE SINK - FAUCETS TO BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST; LEVEROPERATED, PUSHTYPE, AND ELECTRONICALLY CONTROLLED ARE

COMPLIABLE
- THE FORCE TO OPERATE THE FAUCET CONTROLS TO BE A MAXIMUM OF 5 LBS - SELFCLOSING VALVES ARE ALLOWED IF THEY REMAIN OPEN A MINIMUM OF 10 SECONDS - ACCESSIBLE SINK TO BE A MAX OF 6 1/2" DEEP
MIN. INSIDE ROOM DIMENSION
SHALL BE 60" 90" WITHOUT

DOOR ENCROACHMENT

ENTRY DOOR
- 32" IN CLEAR WIDTH
- ACCESSIBLE DOOR HARDWARE
- EFFORT TO OPERATE: MAX. 5LBS
- ACCESSIBLE AISLE LEADING THERETO
- DOORS SHALL NOT SWING INTO THE ROOM

UNLESS A TURNING SPACE IS PROVIDED BEYOND

THE ARC OF THE DOOR SWING
CLOTHING HOOKS:

MAX. 48" ABOVE FLOOR FOR

UNOBSTRUCTED REACH AND SHALL NOT

BE LOCATED ABOVE THE BENCH
60" DIA. CLEAR FLOOR SPACE
MIRROR
- BOTTOM: 20" MAX AFF. - SHALL BE FULL LENGTH
- MIN. 18" WIDE X 54" HIGH
- POSITION TO AFFORD VIEW FOR PERSONS

STANDING OR ON FIXED BENCH

FIXED BENCH
- 20" MIN  24" MAX DEEP X 48" MIN WIDE BENCH

SHALL BE PROVIDED
- SEAT SHALL BE 17" TO 19" A.F.F
- PROVIDE 30" X 48" CLEAR SPACE AT END OF
BENCH
DRESSING ROOM DETAILS 17 N.T.S.

SCALE:

PROJECT NO:

DRAWN:

DATE:

SHEET NO:

REVISION:

BID SET:

HEALTH SUBMITTAL:

TENANT APPROVAL:

All ideas, design arrangements, and plans indicated or represented by this drawing are owned by, and the property of Ikedo Design. and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Ikedo Design. Filing of these drawings or specifications with any public agency is not a publication of same. No reproduction is therefore permissible without the written consent of Ikedo Design. 990 Highland Drive
Suite 101
Solana Beach, CA 92075
p: 858.436.7967
REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

THIS PERMIT APPLICATION SET OF DRAWINGS ARE
INTENDED FOR BUILDING DEPARTMENT REVIEW ONLY.

REVISIONS DUE TO PLAN CHECK AND IKEDO DESIGN
REVIEW/COORDINATION MAY BE REQUIRED.

CT0723
SI, JD
03 / 20 / 24 THE COTTAGE 1555 CAMINO DEL MAR #102 DEL MAR, CA 92014 NEW RESTAURANT TRELLIS CITY SUBMITTAL:

DESIGN
Space Planning & Interior Design
26 April 1, 2024 Item 10
SLOPE UP 1:12 (8.33%) MAX 48" MIN TOP LANDING
N.T.S.

GENRAL ADA
NOTES
T10

CURB CUT RAMP OR ZERO CURB - SEE DETAILS

PARKING SIGNAGE WHERE OCCURS
STRIPE 36" MAX

OC PREFERABLY IN

WHITE OR BLUE,

WITH BLUE LINE
BORDER
12" HIGH WHITE
LETTER
36" X 36" ISA

ACCESS AISLE

ACCESSIBLE STALL

FACE OF CURB

WHEEL STOP IF

NECESSARY
36" X 36" ISA 144" MIN
60" MIN
108" MIN
VAN
CAR
18'-0" MIN

DIAGONAL DOUBLE STALLS

POST-MOUNTED STALL SIGNAGE

BOLLARD AT VEHICULAR

BOTTOM OF
LOWEST SIGN60" MIN AND MOUNTED SO NOT TO BE OBSCURED BY A PARKED VEHICLE 80" ABOVE GRADE IF LOCATED WITHIN AN ACCESSIBLE ROUTE 3'-0" BASE

WHITE WITH A DARK BLUE BACKGROUND WITH A
REFLECTORIZED SURFACE & 70 SQ INCH MINIMUM

ISA WITH NONGLARE FINISH IN CONTRAST TO BACKGROUND ON

REFLECTORIZED SIGN (STL & PORCELAIN) WITH BEADED

TEXTURE OR EQ BOLTED TO UNISTRUT

WHERE DOUBLE FACE OCCURS, USE GALVANIZED BOLTS
SIGN STATING "VAN ACCESSIBLE" WHERE OCCURS
SIGN STATING "MINIMUM FINE $250"

SMOOTH CONC CAP

GRADE OR SIDEWALK/ PAVING
2" SQ. GALV STL UNISTRUT SET IN CONC

FTG SLEEVED & BOLTED

DOUBLE RAMP WITH SHARED BOTTOM LANDING
48" MIN TYP. 48" MIN

SLOPE UP
1:12 (8.33%)

MAX TYPE
SLOPE UP 36" MIN
TRUNCATED DOMES 48" MIN
60" MIN

CUT THROUGH AND ZERO CURB RAMP UP

ISLAND CONDITION
* DETECTABLE WARNINGS SHALL BE 24" MIN IN DEPTH AT PEDESTRIAN ISLANDS OR CUT THROUGH MEDIANS THAT ARE LESS THAN 96" IN LENGTH IN THE DIRECTION OF TRAVEL. 60" MIN 36" MIN 36" MIN SLOPE UP

CURB CUT RAMPS
- CURB RAMPS SHALL NOT BE LOCATED WITHIN VEHICULAR TRAFFIC, PARKING SPACES, OR ACCESSIBLE PARKING

ACCESS AISLES
- A MAXIMUM SLOPE OF 1:12 (8.33 PERCENT) IN THE DIRECTION OF TRAVEL WITH A 2% MAX CROSS SLOPE; IF THE SLOPE ≤ 5 PERCENT IT IS CONSIDERED A SLOPED WALKWAY, NOT A RAMP - TOP LANDINGS TO BE THE FULL WIDTH OF THE CURB RAMP WITH A 2 PERCENT MAX SLOPE IN ALL DIRECTIONS AND 48" MIN DEPTH
- CURB CUT SIDE FLARES TO BE 1:10 (10 PERCENT) MAX SLOPE - ADJOINING GUTTERS AND SURFACES IMMEDIATELY ADJACENT AND WITHIN 24" OF THE CURB RAMP SHALL NOT BE STEEPER THAN 5 PERCENT IN THE DIRECTION OF TRAVEL
- NO BOTTOM LANDINGS ARE REQUIRED EXCEPT AT DIAGONAL OR CORNER TYPE CURB RAMPS - BOTTOMS OF CURB CUT RAMP TO BE FULLY CONTAINED WITHIN MARKED CROSSWALKS WHERE OCCURS - DIAGONAL CURB CUT RAMPS AT CROSSWALKS WITH FLARES SHOULD HAVE THE FLARES PLUS 24" OF FULL HT

CURB WITHIN CROSSWALK

TRUNCATED DOMES
- TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A BASE DIAMETER OF 0.9" MINIMUM OF

0.92" MAXIMUM, A TOP DIAMETER OF 0.45" MINIMUM AND 0.47" MAXIMUM, AND THE HEIGHT OF 0.18" MINIMUM AND 0.22" MAXIMUM. - TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A CENTERTOCENTER SPACING OF 2.3" MINIMUM AND 2.4" MAXIMUM, AND A BASETOBASE SPACING OF 0.65" MINIMUM, MEASURED BETWEEN THE MOST ADJACENT DOMES OF A SQUARE GRID. EXCEPTION: WHERE INSTALLED IN A RADIAL PATTERN, TRUNCATED DOMES SHALL HAVE A CENTERTOCENTER SPACING OF 1.6" MINIMUM TO 2.4" MAXIMUM. - PATTERN — SQUARE GRID (INLINE) - COLOR SHALL BE YELLOW CONFORMING TO FEDERAL STANDARDS EXCEPT AT CURB RAMPS, ISLANDS OR CUT THRU MEDIANS.

DETECTABLE WARNINGS
- DETECTABLE WARNING SURFACE TO CONTRAST VISUALLY WITH ADJACENT WALKING SURFACE, EITHER LIGHT ON

DARK OR DARK ON LIGHT
- DETECTABLE WARNINGS ARE REQUIRED FOR THE FULL WIDTH AND 36" DEEP IN THE DIRECTION OF TRAVEL OF CURB CUT RAMPS; STARTING 6" MIN TO 8" MAX FROM STREET SIDE OF CURB - DETECTABLE WARNINGS ARE REQUIRED AT ZERO CURB AREAS ADJACENT TO VEHICULAR TRAFFIC FOR THE FULL WIDTH AND 36" DEEP
- DOUBLE RAMPS W/ SHARED BOTTOM LANDING, DETECTABLE WARNINGS SHALL BE REQUIRED FOR FULL WIDTH OF LANDING AND 36" MIN DEEP
- DETECTABLE WARNINGS AT PEDESTRIAN ISLANDS OR CUT THROUGH MEDIANS SHALL BE 36" MIN IN DEPTH

EXTENDING THE FULL WIDTH OF THE PEDESTRIAN PATH OR CUT THROUGH PLACED AT THE EDGES OF THE PEDESTRIAN ISLAND OR CUT THROUGH MEDIAN, AND SHALL BE SEPARATED BY 24"MIN OF WALKING SURFACE WITHOUT DETECTABLE WARNINGS. - DETECTABLE WARNINGS SURFACES LOCATED AT PLATFORM EDGES, BUS STOPS OR HAZARDOUS VEHICULAR AREAS SHALL BE YELLOW CONFORMING TO FS 335 OF FEDERAL STANDARD 595C. - ONLY APPROVED DSAAC DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE INSTALLED AS PROVIDED IN THE CALIFORNIA BUILDING CODE OF REGULATIONS (CCR), TITLE 24, PART 1, CHAPTER 5, ARTICLE 2, 3 AND 4. REFER TO CCR TITLE 24 PART 12, CHAPTER 11B, SECTIONS 1211B.205 FOR BUILDING AND FACILITY ACCESS SPECIFICATIONS FOR PRODUCT APPROVAL FOR DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES.

CURB CUT RAMPS AND ZERO CURB 23 N.T.S.
48" MIN
36" MIN

SLOPE UP

SLOPE UP
1:12(8.33%) MAX
36" MIN
48" MIN
48" MIN

CLEAR SPACE TRUNCATED DOMES
24" MIN FULL HT CURB BEYOND FLARES

WITHIN MARKED CROSSING, TYP BOTH
SIDES
48" MIN DEPTH WITH 2% MAX

SLOPE/CROSS SLOPE

EDGES TO BE PARALLEL TO

DIRECTION OF TRAVEL IF WELL

DEFINED

PLANTER OR NONWALKABLE SURFACE
1:10
(10% MAX)
48" MIN

WITH FLARES WITH OR WITHOUT FLARES AT PLANTER AREA

DIAGONAL CURB CUT RAMP
MIN WIDTH ≥

CURB CUR RAMP

LEVEL TOP
LANDING 48" MIN

TRUNCATED DOMES

PLANTER OR

NON-WALKABLE SURFACE
48" MIN SLOPE UP 1:12(8.33%) MAX SLOPE UP 1:12(8.33%) MAX FLARED SIDES 1:10
(10%) MAX SLOPE

CURB LINE
48" MIN TRUNCATED DOMES
MIN WIDTH ≥
CURB CUR RAMP 48" MIN

LEVEL TOP

LANDING

WITHOUT FLARES WITH FLARES
STRAIGHT CURB CUT RAMP 60" MIN AND MOUNTED SO NOT TO BE OBSCURED BY A PARKED VEHICLE 80" ABOVE GRADE IF LOCATED WITHIN AN ACCESSIBLE ROUTE

BOTTOM OF

LOWEST SIGN

UNISTRUT AT PEDESTRIAN
ACCESSIBLE PARKING 24 N.T.S.

ACCESSIBLE PARKING
- PARKING STALL AND ACCESS AISLE TO BE A MAX OF 2% SLOPE IN ANY DIRECTION  NO DRAINAGE SWALES, BUILTUP RAMPS, OR CURBS

WITHIN SPACE
- WIDTH TO BE MEASURED TO THE CENTERLINE OF MARKINGS
- ACCESSIBLE PARKING TO BE LOCATED ON THE SHORTEST ACCESSIBLE

ROUTE TO THE ACCESSIBLE ENTRY
- ACCESSIBLE PARKING CAN BE LOCATED IN DIFFERENT PARKING

FACILITIES IF GREATER ACCESSIBILITY IS PROVIDED
- PARKING STRUCTURES TO HAVE 98" VERTICAL CLEARANCE FROM

ENTRY TO ACCESSIBLE PARKING TO EXIT FOR FULL VEHICULAR ROUTE

ACCESSIBLE STALL
- PROVIDE A WHEEL STOP IF THE VEHICULAR OVERHANG INTRUDES ON THE REQUIRED CLEAR

WIDTH OF ADJACENT ACCESSIBLE ROUTES
- ACCESSIBLE STALLS WIDTH FROM CENTERLINE OF STRIPING TO BE 108" MIN - EITHER OUTLINE OR PAINT THE STALL IN BLUE WITH AN ISA PAINTED WHITE OR A CONTRASTING COLOR, OR PROVIDE AN ISA PAINTED IN WHITE WITH A BLUE BACKGROUND; ISA TO BE 36"X36" AND LOCATED ON THE GROUND AT THE END OF THE ACCESSIBLE STALL AND WITHIN 6" MAX

FROM CENTERLINE OF STALL
- PROVIDE VERTICAL CLEARANCE OF 98" MIN FOR ACCESSIBLE STALLS, ACCESS AISLE, AND

VEHICULAR ROUTES SERVICE THEM

ACCESS AISLE
- AISLE MUST ADJOIN AN ACCESSIBLE ROUTE AND ROUTE CANNOT PASS BEHIND OTHER PARKED

VEHICLES OTHER THAN TO PASS BEHIND THE STALL IN WHICH THEY PARKED - AISLE TO BE CONTIGUOUS THE FULL LENGTH OF THE STALL THEY SERVE - BUILT- UP CURB RAMPS CAN NOT BE LOCATED IN THE ACCESS AISLE - MARKINGS SHOULD PREVENT PARKING IN THE AISLE; STRIPE ACCESS AISLE 36" OC, PREFERABLY IN

BLUE OR WHITE WITH BLUE BORDER
- PAINT THE WORDS "NO PARKING" ON THE GROUND WITHIN THE ACCESS AISLE IN WHITE LETTERS 12" HIGH MIN
- ACCESS AISLE SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE

EXCEPT FOR VAN STALLS THAT REQUIRE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE STALL

VAN ACCESSIBLE PARKING
- PROVIDE VERTICAL CLEARANCE OF 98" MIN FOR VAN ACCESSIBLE STALLS, THEIR ACCESS AISLE,

AND THE FULL VEHICULAR ROUTE SERVING THEM
- VAN ACCESSIBLE PARKING STALLS CAN BE REDUCED TO 108" MIN WIDE IF ACCESSIBLE IS INCREASED TO 96" MIN
- VAN ACCESSIBLE STALLS CAN BE GROUPED ON ONE LEVEL WITHIN A MULTISTORY PARKING

STRUCTURE

SIGNAGE
- SIGNS IDENTIFYING ACCESSIBLE SPACES SHALL USE THE ISA AND BE POST OR WALL MOUNTED DIRECTLY IN FRONT OF THE STALL ADD SIGN STATING "MINIMUM FINE $250" BELOW THE ISA AS

PART OF THE SIGN OR A SEPARATE SIGN
- SIGNS TO BE MOUNTED 60" MIN ABOVE GRADE TO THE BOTTOM OF THE SIGN & MOUNTED SO NOT TO BE OBSCURED BY A PARKED VEHICLE 80" ABOVE PARKING STALL GRADE IF IN AN

ACCESSIBLE ROUTE
- VAN ACCESSIBLE STALLS SHALL BE DESIGNATED WITH A SIGN STATING 'VAN ACCESSIBLE'

MOUNTED BELOW THE ISA EACH ACCESSIBLE STALL TO BE IDENTIFIED BY A REFLECTORIZED SIGN 70 SQ INCHES IN AREA MIN CONTAINING AN ISA IN WHITE ON A DARK BLUE BACKGROUND - INSTALL CA TOW AWAY SIGN EITHER VIEWABLE FROM EACH ACCESSIBLE STALL OR AT EACH OFF

STREET ENTRY

CURB CUT RAMP OR ZERO

CURB - SEE DETAILS

FACE OF CURB
STRIPE 36" MAX OC

PREFERABLY IN WHITE OR

BLUE, WITH BLUE LINE
BORDER

BLUE ACCESS AISLE
BORDER

ALTERNATE LOCATION FOR

CURB CUT RAMP
12" HIGH WHITE LETTERS
* VAN ACCESSIBLE STALL IS REQUIRED

ON LEFT OF ACCESS AISLE

ACCESS AISLE

PARKING SIGNAGE

WHERE OCCURS

ACCESSIBLE STALL

WHEEL STOP IF
NECESSARY 18'-0" MIN
36" X 36" ISA 108" MIN 60" MIN
36" X 36" ISA
144" MIN 60" MIN 108" MIN

VAN CAR

ACCESS AISLE

PARKING SIGNAGE

WHERE OCCURS

ACCESSIBLE STALL

WHEEL STOP IF

NECESSARY

CURB CUT RAMP OR ZERO

CURB - SEE DETAILS

FACE OF CURB

BLUE ACCESS AISLE
BORDER
12" HIGH WHITE LETTERS
STRIPE 36" MAX OC

PREFERABLY IN WHITE OR

BLUE, WITH BLUE LINE
BORDER
* VAN STALL WIDTH CAN BE REDUCED
TO 108" IF ACCESS AISLE IS 96" MIN

SINGLE STALL DOUBLE STALLS
PARKING SPACES RECQ. PER FACILITY
TOTAL # OF

STALLS/FACILITY

MIN REQUIRED ACCESSIBLE
STALLS*
1 - 25
26 - 50
51 - 75
76 - 100
101 - 150
151 - 200
201 - 300
301 - 400
401 - 500
501 - 1000
1001 - OVER
1 2
3 4
5 6
7 8
9 2% OF TOTAL
20 + 1 PER 100 OR FRACTION OVER
* FOR EVERY 6 ACCESSIBLE STALLS OR FRACTION OF, 1
SHOULD BE VAN ACCESSIBLE, WITH A MINIMUM OF 1
SCALE:

PROJECT NO:

DRAWN:

DATE:

SHEET NO:

REVISION:

BID SET:

HEALTH SUBMITTAL:

TENANT APPROVAL:

All ideas, design arrangements, and plans indicated or represented by this drawing are owned by, and the property of Ikedo Design. and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Ikedo Design. Filing of these drawings or specifications with any public agency is not a publication of same. No reproduction is therefore permissible without the written consent of Ikedo Design. 990 Highland Drive
Suite 101
Solana Beach, CA 92075
p: 858.436.7967
REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

THIS PERMIT APPLICATION SET OF DRAWINGS ARE
INTENDED FOR BUILDING DEPARTMENT REVIEW ONLY.

REVISIONS DUE TO PLAN CHECK AND IKEDO DESIGN
REVIEW/COORDINATION MAY BE REQUIRED.

CT0723
SI, JD
03 / 20 / 24 THE COTTAGE 1555 CAMINO DEL MAR #102 DEL MAR, CA 92014 NEW RESTAURANT TRELLIS CITY SUBMITTAL:

DESIGN
Space Planning & Interior Design
27 April 1, 2024 Item 10
PATIO 101
4'-5 1/2" 7'-10 1/2" 8'-4" 32'-10 1/2" 4'-11" 11'-11 1/2" 4'-5 1/2" 101 1'-2 1/2" 1'-2 1/2" 1 TYP. 1 A7.0 3 A7.0
4'-11"
(EXISTING) 7'-4 1/2" 3'-11 1/2" UNDER SEPARATE PERMIT 2 2 A7.0 2 PROPERTY LINE PROPERTY LINE PROPERTY LINE EXISTING LANDSCAPE EXISTING SIDEWALK CAFE AREA 68'-3 1/2" (EXISTING) 5'-7"
(EXISTING)
6'-0"
(EXISTING)
6'-0"
(EXISTING) K K K K R2 R2 R2 R2 R2 R2 R2 R2 R2 1 2 1'-2" 8'-0" 1'-9" 1'-9" 8'-0" 8'-0" 6'-10" 8'-2" 8'-0" 8'-0" 8'-0" 2'-7" 3'-0" 3'-1" 3'-2" 3'-2" 2'-2" 2'-2" 3 TYP. 101 1'-0" TYP. 1'-2"
5'-11" 4 5 4
11" 2'-3" 9'-2" 8'-6" 1'-10"
1'-8" UNDER SEPARATE PERMIT
4'-2" PROPERTY LINE PROPERTY LINE PROPERTY LINE EXISTING LANDSCAPE 68'-3 1/2" (EXISTING) 4'-11"
(EXISTING) EXISTING PARTITION TO REMAIN 1/4" = 1'-0" PATIO PARTITION & REFLECTED CEILING PLAN A3.0 LEGEND/ WALL TYPES 1. NOTIFY IKEDO DESIGN OF ANY DISCREPANCIES WITH PLANS. CALL TO OBTAIN CLARIFICATION PRIOR TO CONSTRUCTION/ INSTALLATION/ ORDERING. 2. CALL IKEDO DESIGN IF DESIGN INTENT IS NOT CLEAR. AT NO TIME IS THE CONTRACTOR TO ASSUME OR GUESS IKEDO DESIGN'S DESIGN INTENT. 3. GENERAL CONTRACTOR IS TO INFORM IKEDO DESIGN IMMEDIATELY IF THERE ARE ANY DIMENSIONAL DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. PROJECT NOTES TRUE PROJECT PARTITION PLAN 1 1/4" = 1'-0" PARTITION KEYNOTES 12 SCALE: PROJECT NO: DRAWN: DATE: SHEET NO: REVISION: BID SET: HEALTH SUBMITTAL: TENANT APPROVAL: All ideas, design arrangements, and plans indicated or represented by this drawing are owned by, and the property of Ikedo Design. and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Ikedo Design. Filing of these drawings or specifications with any public agency is not a publication of same. No reproduction is therefore permissible without the written consent of Ikedo Design. 990 Highland Drive Suite 101 Solana Beach, CA 92075 p: 858.436.7967 REVISION: REVISION: REVISION: REVISION: REVISION: REVISION: REVISION: THIS PERMIT APPLICATION SET OF DRAWINGS ARE INTENDED FOR BUILDING DEPARTMENT REVIEW ONLY. REVISIONS DUE TO PLAN CHECK AND IKEDO DESIGN REVIEW/COORDINATION MAY BE REQUIRED. CT0723 SI, JD 03 / 20 / 24

THE COTTAGE
1555 CAMINO DEL MAR #102
DEL MAR, CA 92014
NEW RESTAURANT TRELLIS CITY SUBMITTAL: DESIGN Space Planning & Interior Design NEW STRUCTURAL COLUMN PER STRUCTURAL EXISTING ELECTRICAL ACCESS PANEL. TRUE PROJECT REFLECTED CEILING PLAN 2 1/4" = 1'-0" CLIENT/ OWNER HAS NEGOTIATED WITH TAZZ LIGHTING AS FAR AS SPECIFICATION AND COST. GENERAL CONTRACTOR TO PURCHASE LIGHTING PACKAGES FROM TAZZ LIGHTING. MARTIN EPSTEIN 9555 DISTRIBUTION AVE SUITE #101, SAN DIEGO, CA 92121 OFFICE: (858) 444-8880 / MOBILE: (760) 522-1964 / FAX: (858) 444-8885 WWW.TAZZLIGHTING.COM CEILING LEGEND REFLECTED CEILING KEYNOTES (NEW) EXTERIOR WALL SCONCE LIGHT FIXTURE W/ DIMMER SIZE: SPEC TO FOLLOW COLOR: SPEC TO FOLLOW SEE ELEVATION FOR INSTALL HEIGHT. K LIGHTING CONTROL PACKAGE TO BE PROVIDED FOR COMPLIANCE WITH LOCAL CODE REQUIREMENTS. 1234 NEW SIGNAGE PER SIGNAGE COMPANY 5 NEW TRELLIS 2 X 8 JOIST PER STRUCTURAL (NEW) ADJUSTABLE CEILING-MOUNT LED LUMINAIRE W/ DIMMER MODEL: PER LIGHTING VENDOR BEAM ANGLE: 15° TO 45° (ADJUSTABLE) FINISH: WHITE R2NEW TRELLIS COLUMN PER STRUCTURAL NEW BEAM PER STRUCTURAL RE USED EXISTING PATIO HEATHER HUNG FROM JOIST NEW PATIO HEATER. SUSPEND FROM JOIST. 28 April 1, 2024 Item 10
5 TYP.
4 3
6 2
TYP.
1 TYP.
(E)
WALL
TYP.

P3-SG
POST
WD4
WALL
P3-SG
TRIM
TYP.

P3-SG
JOIST 2'-0" 6'-8" CLEAR. (9'-0") V.I.F. 9'-11"EXISTING (16'-6" V.I.F. 2 A11.3
TYP.
1 A11.3
TYP.
8 TYP.

P3-SG
BEAM
9 7 5
TYP.
2 TYP.
1 TYP.

TYP.

P3-SG
SLAT
(E)
WALL
P3-SG
TRIM
TYP.

TYP. 2'-0" 6'-8" CLEAR. 9'-11"EXISTING (16'-6" V.I.F. (8'-0") V.I.F.

WD4
WALL
TYP.
4 A11.3
3 A11.3
9 9 9
WD4
WALL
TYP.

WD4
WALL
TYP. (7'-6") V.I.F.
4 TYP.
7 5
TYP.
6 2
TYP. P3-SG
POST
P3-SG
JOIST 6'-8" CLEAR. 9'-0" EXISTING (16'-6" V.I.F. 3'-0"
3 A11.3
TYP.
8 P3-SG
BEAM

PROPERTY LINE

KEYNOTES
1/4" = 1'-0"

INTERIOR

ELEVATIONS
A7.1

PROJECT NOTES

1. NOTIFY IKEDO DESIGN OF ANY DISCREPANCIES WITH PLANS. CALL TO OBTAIN CLARIFICATION PRIOR TO CONSTRUCTION/ INSTALLATION/ ORDERING.

2. CALL IKEDO DESIGN IF DESIGN INTENT IS NOT CLEAR. AT NO TIME IS THE CONTRACTOR TO ASSUME OR GUESS IKEDO DESIGN'S DESIGN INTENT.

3. GENERAL CONTRACTOR IS TO INFORM IKEDO DESIGN IMMEDIATELY IF THERE ARE ANY DIMENSIONAL DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS.

LIGHT FIXTURE SEE RCP PLAN.

SCALE:

PROJECT NO:

DRAWN:

DATE:

SHEET NO:

REVISION:

BID SET:

HEALTH SUBMITTAL:

TENANT APPROVAL:

All ideas, design arrangements, and plans indicated or represented by this drawing are owned by, and the property of Ikedo Design. and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Ikedo Design. Filing of these drawings or specifications with any public agency is not a publication of same. No reproduction is therefore permissible without the written consent of Ikedo Design. 990 Highland Drive
Suite 101
Solana Beach, CA 92075
p: 858.436.7967
REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

REVISION:

THIS PERMIT APPLICATION SET OF DRAWINGS ARE
INTENDED FOR BUILDING DEPARTMENT REVIEW ONLY.

REVISIONS DUE TO PLAN CHECK AND IKEDO DESIGN
REVIEW/COORDINATION MAY BE REQUIRED.

CT0723
SI, JD
03 / 20 / 24 THE COTTAGE 1555 CAMINO DEL MAR #102 DEL MAR, CA 92014 NEW RESTAURANT TRELLIS CITY SUBMITTAL:

DESIGN
Space Planning & Interior Design
1 2
3 4
5 6
8 7
9 DOOR PER DOOR SCHDULE.

EXTERIOR STORE FRONT ELEVATION 1 1/4" = 1'-0"
EXTERIOR STORE FRONT ELEVATION 2 1/4" = 1'-0"SIDE EXTERIOR ELEVATION 3 1/4" = 1'-0" NOT USED.

NEW COLUMN PER STRUCTURAL PLAN.

NEW JOIST PER STRUCTURAL PLANS.

NEW SIGN PER SIGNAGE COMPANY.

PATIO HEATER PER PLANS.

NEW BEAM PER STRUCTURAL PLANS.

NEW PVC WOOD PANEL PER FINISH PLAN
29 April 1, 2024 Item 10
LEDGER PER STRUCTURAL PLAN (E) PLYWOOD SHEATHING SCALE: NEW LEDGER TO EXISTING WALL 3"=1'-0" 03-017 (E) STONE EXTERIOR INTERIOR (E) BUILDING PAPER FLASHING J-CHANEL INSTALLATION PER MANUFACTURE REQUIREMENT AND INSTALLATION MANUAL. SUPPORT DETAIL PER STRUCTURAL SITE CONCRETE SLAB 2" 8" 2'-4 1/2"
3'-4"
8" 11 1/4" 1 1/4" EXTERIOR GRADE WOOD: PAINT PER FINISH PLAN 8 X 8 WOOD COLUMN COLUMN LINE 3/4" THICK EXTERIOR GRADE WOOD PANEL WRAP THE COLUMN 2 X 2 WOOD TRIM: PAINT PER FINISH PLAN 8 3/4" 2 X 2 WOOD TRIM: PAINT PER FINISH PLAN 3/4" THICK EXTERIOR GRADE WOOD PANEL WRAP THE COLUMN BEAM PER STRUCTURAL 2 X 8 JOIST: PAINT PER FINISH PLAN SCALE: PATIO COLUMN DETAIL 3/4" = 1'-0" SCALE: PATIO COLUMN BASE 3/4" = 1'-0" FOUNDATION PER STRUCTURAL 8" PER STRUCTURAL PER STRUCTURAL SQUARE CONCRETE BASE COLUMN PER STRUCTURAL 8" 8"
6" SITE CONCRETE SLAB EXTERIOR INTERIOR EXISTING STONE SUPPORT DETAIL PER STRUCTURALSCALE: 1 1/2" = 1'-0" NEW EXTERIR SIDING @ EXISTING WALL SUSP CLG SYST PVC SIDING INSTALLATION PER MANUFACTURE REQUIREMENT AND INSTALLATION MANUAL. 2 X WOOD TRIM PAINT PER FINISH PLAN 1 1/2" EXISTING EXTERIOR WALL SITE CONCRETE SLAB PER ELEVATION SUPPORT DETAIL PER STRUCTURAL EXTERIOR MARINE GRADE PLYWOOD HOUSEWRAP J-CHANEL INSTALLATION PER MANUFACTURE REQUIREMENT AND INSTALLATION MANUAL. 2 EXTERIOR DETAIL A11.3 3 1 4 SCALE: PROJECT NO: DRAWN: DATE: SHEET NO: REVISION: BID SET: HEALTH SUBMITTAL: TENANT APPROVAL: All ideas, design arrangements, and plans indicated or represented by this drawing are owned by, and the property of Ikedo Design. and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Ikedo Design. Filing of these drawings or specifications with any public agency is not a publication of same. No reproduction is therefore permissible without the written consent of Ikedo Design. 990 Highland Drive Suite 101 Solana Beach, CA 92075 p: 858.436.7967 REVISION: REVISION: REVISION: REVISION: REVISION: REVISION: REVISION: THIS PERMIT APPLICATION SET OF DRAWINGS ARE INTENDED FOR BUILDING DEPARTMENT REVIEW ONLY. REVISIONS DUE TO PLAN CHECK AND IKEDO DESIGN REVIEW/COORDINATION MAY BE REQUIRED. CT0723 SI, JD 03 / 20 / 24

THE COTTAGE
1555 CAMINO DEL MAR #102
DEL MAR, CA 92014
NEW RESTAURANT TRELLIS CITY SUBMITTAL: DESIGN Space Planning & Interior Design 30 April 1, 2024 Item 10
®
TYPE
112817 RXS-18-WM Cut Sheet

JOB INFORMATION
Type: Date:

Job Name:

Cat. No.:

Lamp(s):

Specifier:

Contractor:

Notes:

FOCUS INDUSTRIES INC.® www.focusindustries.com
25301 COMMERCENTRE DRIVE [email protected]
LAKE FOREST, CA 92630 (949) 830-1350 • FAX (949) 830-3390

INTERTEK
LISTED

S E R I E S

WALL MOUNT LIGHTS
RXS-18WM SERIES

SPECIFICATIONS
CONSTRUCTION:

ALUMINUM: Aluminum Canister; includes cast FA-24-LGCST aluminum canopy BRASS: Brass Canister; includes cast FA-24-LGCST brass canopy COPPER: Copper Canister; includes FA-24-LGSPUNCOP copper canopy LENS: High impact clear tempered flat glass
O-RING: High temperature red silicone
LIGHT SOURCE: 50,000 hour integrated LED module:
7w - 450 lumen, 3000K warm white (equivalent to 35w Halogen) 11w - 600 lumen, 3000K warm white (equivalent to 50w Halogen) 15w - 900 lumen, 3000K warm white (equivalent to 75w Halogen) OPTICS: 15° spot, 40° flood, 60° wide flood or 160˚ widest flood (no optics) 12v DRIVER: Integrated on-board, no external driver required. 12vAC/DC input 120v DRIVER: Internal 120vAC input, 12vAC output LED driver 120v/277v DRIVER: External 90-277vAC Input, 12vDC output LED driver SOCKET: LED module - integrated hard wire, no socket
WIRING 12v: Black 4 foot 18/2 zip cord from base of fixture For 25 foot 16/2 fixture lead wire add -25F to catalog number.

WIRING 120v: Standard 120v Black/White/Green wiring inside fixture housing.

MOUNTING: FA-24-LGCST canopy with mounting hardware supplied FINISH: Aluminum - Black texture polyester powder coat, optional finishes available Brass and Copper - Unfinished, optional finishes available Terra
Cotta
-TRC
Acid
Rust
-BAR/CAR
Acid
Verde
-BAV/CAV
Black Acid
Treatment
-BAT
Chrome
Powder
-CPR
Rubbed
Verde
-RBV
Stucco
-STU
Weathered Brown
-WBR
Weathered Iron
-WIR
Rust
-RST
Hunter
Texture
-HTX
White
Texture
-WTX
Camel
-CAM
Bronze
Texture
-BRT
Antique
Verde
-ATV
Black Texture
(Standard)
-BLT

BRASS & COPPER ONLY
IP54

GOGREEN
12"
305mm

3.625"
92mm

4.5"
114mm

0.9"
23mm
3"
76mm
RXS-18P
(120v)

3.625"
92mm
67mm

1.4"
36mm
3"
76mm
RXS-18
(12v)

3.625"
92mm

4.5"
114mm

0.9"
23mm
3"
76mm
RXS-18SM

3.625"
92mm

4.5"
114mm

0.9"
23mm
3"
76mm
RXS-18WM

3.625"
92mm
3"
76mm
RXS-18
(120v)
12"
305mm

3.625"
92mm
3"
76mm
RXS-18P
(12v)

2.65"
67mm

1.4"
36mm

4.5 114mm

0.9"
23mm
OPTICS DETAILS:

Beam Type Angle Visual Indicator
Spot 15° Red Dot
Flood 40° Green Dot
Wide Flood 60° Blue Dot
FA-08-06 Round 1/4" Hex Cell Louver
FA-10-20-BLUE Blue Tempered Glass Lens
FA-10-20-GREEN Green Tempered Glass Lens
FA-98-20 Linear Spread Tempered Glass Lens
FA-104-20 Wide Spread Tempered Glass Lens Softener
FA-RXS3LENS 3"Ø x 3.5" Clear Acrylic Lens
FA-RXS3LENSSB 3"Ø x 3.5" Sand Blast Acrylic Lens

BEAM/GLARE CONTROL ACCESSORIES
RXS-18WM with
FA-RXS3LENSSB
31 April 1, 2024 Item 10
®
TYPE
112817 RXS-18-WM Cut Sheet

ORDERING INFORMATION

CATALOG NUMBER DESCRIPTION OPTICS PACKAGE LIGHT SOURCE SHIP WEIGHT RXS-18WM-LEDM7WF-BLT Aluminum Wall Mount Fixture 160˚ WIDEST FLOOD (NO OPTICS) 7w LED Module 3.0 lbs.

RXS-18WM-LEDM715-BLT Aluminum Wall Mount Fixture 15° SPOT OPTICS 7w LED Module 3.0 lbs.

RXS-18WM-LEDM740-BLT Aluminum Wall Mount Fixture 40° FLOOD OPTICS 7w LED Module 3.0 lbs.

RXS-18WM-LEDM760-BLT Aluminum Wall Mount Fixture 60° WIDE FLOOD OPTICS 7w LED Module 3.0 lbs.

RXS-18WM-LEDM7WF-BRS Brass Wall Mount Fixture 160˚ WIDEST FLOOD (NO OPTICS) 7w LED Module 5.0 lbs.

RXS-18WM-LEDM715-BRS Brass Wall Mount Fixture 15° SPOT OPTICS 7w LED Module 5.0 lbs.

RXS-18WM-LEDM740-BRS Brass Wall Mount Fixture 40° FLOOD OPTICS 7w LED Module 5.0 lbs.

RXS-18WM-LEDM760-BRS Brass Wall Mount Fixture 60° WIDE FLOOD OPTICS 7w LED Module 5.0 lbs.

RXS-18WM-LEDM7WF-COP Copper Wall Mount Fixture 160˚ WIDEST FLOOD (NO OPTICS) 7w LED Module 4.0 lbs.

RXS-18WM-LEDM715-COP Copper Wall Mount Fixture 15° SPOT OPTICS 7w LED Module 4.0 lbs.

RXS-18WM-LEDM740-COP Copper Wall Mount Fixture 40° FLOOD OPTICS 7w LED Module 4.0 lbs.

RXS-18WM-LEDM760-COP Copper Wall Mount Fixture 60° WIDE FLOOD OPTICS 7w LED Module 4.0 lbs.

RXS-18WM-LEDM11WF-BLT Aluminum Wall Mount Fixture 160˚ WIDEST FLOOD (NO OPTICS) 11w LED Module 3.0 lbs.

RXS-18WM-LEDM1115-BLT Aluminum Wall Mount Fixture 15° SPOT OPTICS 11w LED Module 3.0 lbs.

RXS-18WM-LEDM1140-BLT Aluminum Wall Mount Fixture 40° FLOOD OPTICS 11w LED Module 3.0 lbs.

RXS-18WM-LEDM1160-BLT Aluminum Wall Mount Fixture 60° WIDE FLOOD OPTICS 11w LED Module 3.0 lbs.

RXS-18WM-LEDM11WF-BRS Brass Wall Mount Fixture 160˚ WIDEST FLOOD (NO OPTICS) 11w LED Module 5.0 lbs.

RXS-18WM-LEDM1115-BRS Brass Wall Mount Fixture 15° SPOT OPTICS 11w LED Module 5.0 lbs.

RXS-18WM-LEDM1140-BRS Brass Wall Mount Fixture 40° FLOOD OPTICS 11w LED Module 5.0 lbs.

RXS-18WM-LEDM1160-BRS Brass Wall Mount Fixture 60° WIDE FLOOD OPTICS 11w LED Module 5.0 lbs.

RXS-18WM-LEDM11WF-COP Copper Wall Mount Fixture 160˚ WIDEST FLOOD (NO OPTICS) 11w LED Module 4.0 lbs.

RXS-18WM-LEDM1115-COP Copper Wall Mount Fixture 15° SPOT OPTICS 11w LED Module 4.0 lbs.

RXS-18WM-LEDM1140-COP Copper Wall Mount Fixture 40° FLOOD OPTICS 11w LED Module 4.0 lbs.

RXS-18WM-LEDM1160-COP Copper Wall Mount Fixture 60° WIDE FLOOD OPTICS 11w LED Module 4.0 lbs.

RXS-18WM-LEDM15WF-BLT Aluminum Wall Mount Fixture 160˚ WIDEST FLOOD (NO OPTICS) 15w LED Module 3.0 lbs.

RXS-18WM-LEDM1515-BLT Aluminum Wall Mount Fixture 15° SPOT OPTICS 15w LED Module 3.0 lbs.

RXS-18WM-LEDM1540-BLT Aluminum Wall Mount Fixture 40° FLOOD OPTICS 15w LED Module 3.0 lbs.

RXS-18WM-LEDM1560-BLT Aluminum Wall Mount Fixture 60° WIDE FLOOD OPTICS 15w LED Module 3.0 lbs.

RXS-18WM-LEDM15WF-BRS Brass Wall Mount Fixture 160˚ WIDEST FLOOD (NO OPTICS) 15w LED Module 5.0 lbs.

RXS-18WM-LEDM1515-BRS Brass Wall Mount Fixture 15° SPOT OPTICS 15w LED Module 5.0 lbs.

RXS-18WM-LEDM1540-BRS Brass Wall Mount Fixture 40° FLOOD OPTICS 15w LED Module 5.0 lbs.

RXS-18WM-LEDM1560-BRS Brass Wall Mount Fixture 60° WIDE FLOOD OPTICS 15w LED Module 5.0 lbs.

RXS-18WM-LEDM15WF-COP Copper Wall Mount Fixture 160˚ WIDEST FLOOD (NO OPTICS) 15w LED Module 4.0 lbs.

RXS-18WM-LEDM1515-COP Copper Wall Mount Fixture 15° SPOT OPTICS 15w LED Module 4.0 lbs.

RXS-18WM-LEDM1540-COP Copper Wall Mount Fixture 40° FLOOD OPTICS 15w LED Module 4.0 lbs.

RXS-18WM-LEDM1560-COP Copper Wall Mount Fixture 60° WIDE FLOOD OPTICS 15w LED Module 4.0 lbs. 120v Input: add "120" to end of part number, prior to color code. For example, RXS-18WM-LEDM715-120-BLT

WALL MOUNT LIGHTS
RXS-18WM SERIES

S E R I E S
32 April 1, 2024 Item 10

MILLENNIUM

LIGHTING
2951 - ONE LIGHT OUTDOOR WALL SCONCE
Dimensions
Width 11˝
Height 10˝
Extension 13˝
Weight 2.85 lbs
Finish & Material
Finishes GA - Galvanized
PBK - Powder Coated Black
PBZ - Powder Coated Bronze
Material Steel
Wattage
# Bulbs 1-Medium
Bulbs Base Medium (E26)
Watts per Bulb 100W
Voltage 120V
Bulbs Included No
Glass/Shade
Glass No
Certification
UL Listed Wet Location
Item Number
SKU’S 2951-GA
2951-PBK
2951-PBZ
Millennium Lighting
www.millenniumlighting.com
“Making the Desirable Affordable”
2951-PBK
2951-GA 2951-PBZ
33 April 1, 2024 Item 10

TUNGSTEN
SMART-HEAT™ ELECTRIC
Our Tungsten Smart-Heat™ Electric series offers high
performance radiant heating to outdoor and semi-enclosed spaces alike, with an industrial design style. It also boasts a high-temperature coating to suit all environments. With a stainless-steel construction, its durable element will emit a soft red glow to create a warm ambience in your space.
4000W & 6000W
WHITE
2000W / 3000W / 4000W / 6000W
BLACK
34 April 1, 2024 Item 10

PROFILE

CEILING RECESS
3000W & 6000W 2000W & 4000W
2000W & 4000W 3000W & 6000W
CEILING RECESS FRAME 2000W & 4000W CEILING RECESS FRAME 3000W & 6000W

CEILING RECESS

MINIMUM

CEILING CAVITY
44” 56” 18”
54”
18”

65.5”

8.5” 8.5”

14.5”
20”

21.1 57.5” 46”

SPECIFICATIONS DIMENSIONS
Reference the specification guide below to help you select the correct solution for your needs.

With a wide range of sizes available, find the ideal heater to suit your outdoor space.

Measurements displayed within this catalog are minimum requirements for installation. Bromic takes no responsibility for incorrect or
non-compliant installations. All measurements in this document are displayed in inches. * Control up to six zones of heaters with unlimited heaters per zone from a single remote control.

Dimmer control required. Works with dimming controllers. Remote control operates within 100ft of heaters. ** Available in varying voltages: 240V, 208V and 277V

MODEL NUMBER

PRODUCT CODE

FUEL TYPE
COLOR

HEAT AREA
RATED CURRENT **

MINIMUM FLOOR CLEARANCE

MOUNTING OPTIONS

CEILING MOUNT

CEILING RECESS KIT

PRODUCT CODES

WALL MOUNT
RECESSED | FLUSH MOUNT

CEILING POLE MOUNT
TUBE SUSPENSION KIT (36”)

PRODUCT CODE

FREESTANDING

CONTROL OPTIONS
ON | OFF
ON | OFF PRODUCT CODE
DIMMER

DIMMER PRODUCT CODE
MASTER REMOTE *

MASTER REMOTE

PRODUCT CODE
2000 SERIES 3000 SERIES 4000 SERIES 6000 SERIES
BH0420030 BH0420031 BH0420032
BH0420012
BH0420033
BH0420013

ELECTRIC ELECTRIC ELECTRIC ELECTRIC
BLACK BLACK BLACK | WHITE BLACK | WHITE
65FT2 100FT2 130FT2 160FT2
240V/8.3A
208V/9.62A
277V/7.22A
240V/12.5A
208V/14.42A
277V/10.83A
240V/16.6A
208V/19.23A
277V/14.44A
240V/25A
208V/28.85A
277V/21.66A
WALL 72” | CEILING 96” WALL 72” | CEILING 96”
ü ü ü ü
BH8180010 BH8180011 BH8180010 BH8180011
ü ü ü ü
ü ü ü ü
ü ü ü ü
BH8180012
– – – –
ü ü ü ü
BH3130010-1
ü ü ü ü
BH3130011-1
ü ü ü ü
BH3130012
35 April 1, 2024 Item 10

CEILING & WALL MOUNT

WALL BRACKET

CEILING MOUNT CLEARANCE CEILING POLE CLEARANCE
ON | OFF CONTROL DIMMER CONTROL MASTER REMOTE

CONTROL OPTIONS
10’

6.5’

11.4’ 12.7’
10’

11.4’
4000W &
6000W
4000W &
6000W
2000W &
3000W
4000W &
6000W
2000W &
3000W
18”
96”
40”
12”
96”
40”
HEATING APPROXIMATELY 65FT2
2KW HEATING POWER
4KW HEATING POWER
3KW HEATING POWER
6KW HEATING POWER
HEATING APPROXIMATELY 100FT2
HEATING APPROXIMATELY 130FT2 HEATING APPROXIMATELY 160FT2 10”

3.5”
13”

3.5”
18”
13”
12”
96”
12”
72”
30°
2000W & 4000W SERIES 3000W & 6000W SERIES

HEATING REACH
Creating ideal comfort levels, Bromic heaters offer a variety of heat distribution to suit your outdoor heating needs.

MOUNT OPTIONS
With a wide array of mounting options, Bromic offers solutions to complete any decor and provide functionality for ambiance and comfort.

CEILING & WALL MOUNT

WALL BRACKET

CEILING MOUNT CLEARANCE CEILING POLE CLEARANCE
ON | OFF CONTROL DIMMER CONTROL MASTER REMOTE

CONTROL OPTIONS
10’

6.5’

11.4’ 12.7’
10’

11.4’
4000W &
6000W
4000W &
6000W
2000W &
3000W
2000W &
3000W
18”
96”
40”
12”
96”
40”
HEATING APPROXIMATELY 65FT2
2KW HEATING POWER
4KW HEATING POWER
3KW HEATING POWER
6KW HEATING POWER
HEATING APPROXIMATELY 100FT2
HEATING APPROXIMATELY 130FT2 HEATING APPROXIMATELY 160FT2 10”

3.5”
13”

3.5”
X
Y
12”
96”
W
72”
Z
CEILING & WALL MOUNT 2000W & 4000W SERIES 3000W & 6000W SERIES

WALL BRACKET

CEILING MOUNT CLEARANCE CEILING POLE CLEARANCE
ON | OFF CONTROL DIMMER CONTROL MASTER REMOTE

CONTROL OPTIONS
10’
10’ 12.7’

6.5’

11.4’ 12.7’
10’

11.4’
4000W &
6000W
4000W &
6000W
2000W &
3000W
4000W &
6000W
2000W &
3000W
18”
96”
40”
12”
96”
40”
HEATING APPROXIMATELY 65FT2
2KW HEATING POWER
4KW HEATING POWER
3KW HEATING POWER
6KW HEATING POWER
HEATING APPROXIMATELY 100FT2
HEATING APPROXIMATELY 130FT2 HEATING APPROXIMATELY 160FT2 10”

3.5”
13”

3.5”
18”
13”
12”
96”
12”
72”
30°
2000W & 4000W SERIES 3000W & 6000W SERIES

HEATER SIZE
2000 & 3000 W
4000 & 6000 W

X Y W Z
12” 10” 5” 45°
18” 13” 12” 30°
36 April 1, 2024 Item 10

EXTEND YOUR COMFORT OUTDOORS

WITH THE SUPERIOR HEAT AND

AWARD-WINNING DESIGN OF OUR
SMART-HEATTM OUTDOOR HEATERS.
37 April 1, 2024 Item 10

PATENTED

PERFORMANCE
Superior wind resistance

HIGH PERFORMANCE
Matte Finish Stainless-Steel construction

UNIQUE DESIGN
Honeycomb fascia facilitates
precise heat distribution

TOTAL MOUNTING

FLEXIBILITY

ANGLE BRACKET
Provides precise
directional heat
Bromic pursues a policy of continuing improvement in design and performance of its products. The right is therefore reserved to vary specifications without notice.

BROMIC.COM
ASIA PACIFIC | NORTH AMERICA | EUROPE
38 April 1, 2024 Item 10
City of Del Mar
Agenda Report
________________________________________________________________________________________________________ City Council Action:

TO: Honorable Mayor and City Council Members
FROM: Joe Bride, Public Works Director
Via Ashley Jones, City Manager
DATE: April 1, 2024
SUBJECT: Overview of Downtown Pedestrian Safety Measures and Concerns Related to Pedestrian Safety at 11th and 13th Streets
REQUESTED ACTION/RECOMMENDATION:

Staff recommends that the City Council receive a presentation from staff and the City’s contract Traffic Engineer regarding pedestrian safety measures along Camino del Mar from 9 th Street to 15th Street and provide direction to staff on any follow up actions as may be needed related to pedestrian safety concerns at 11th and 13th Streets.

BACKGROUND:

The City of Del Mar initiated a Sidewalk Connectivity Program in 2012, to create a pedestrian safe corridor along the City’s major arterials, which include Camino del Mar, Via de la Valle, and Jimmy Durante Boulevard. Since 2012, the City has installed 18,300 feet of American with Disabilities Act (ADA) compliant sidewalk, 131 ADA compliant pedestrian ramps, 74 standard crosswalks, and seven pedestrian-activated flashing crosswalks to improve public safety.

The Sidewalk Connectivity Program’s “Downtown Streetscape” segment designed and installed vehicle, pedestrian, and bicycle improvements along Camino del Mar, from 9th Street to the Del Mar Plaza (just north of 15th Street). Prior to Streetscape, the most significant pedestrian safety concern was the absence of pedestrian-activated flashing crosswalks between 9th and 15th Streets. Pedestrians had to walk to either 9 th Street or 15th Street if they
wanted to cross Camino del Mar at a traffic light-controlled crosswalk.

The City’s Downtown Streetscape Project added enhanced pedestrian-activated flashing crosswalks at 10th Street, 12th Street, and 14th Street (Attachment A). Currently, pedestrians are within one block of either a traffic light-controlled crosswalk or a pedestrian-activated flashing crosswalk between 9th Street and 15th Street. Pedestrian crosswalks at 11th and 13th Streets are all-way stop sign controlled. All-way stops were determined to be safer for the 11th and 13th Street intersections than traffic light-controlled crosswalks or pedestrian activated flashing crosswalks for reasons detailed below. Other Streetscape pedestrian safety measures along Camino del Mar include:

1. Formalized several sections of sidewalks for dedicated pedestrian paths on the east and west sides of Camino del Mar.
1 April 1, 2024 Item 11
City Council Agenda Report
Downtown Pedestrian Safety Measures
April 1, 2024

2. Added pedestrian-scale street lighting for downtown walkways.

3. Added pedestrian “Bulb Outs” at all crosswalks which make pedestrians more visible to vehicles, shorten crossing distance, and reduce turning speeds at intersections.

4. Upgraded pedestrian curb ramps to current Americans with Disabilities Act (ADA) accessibility standards.

5. Installed several new pedestrian crosswalks including:
a. 13th Street – south side across Camino del Mar, east and west across 13th Street (all-way stop controlled).
b. 12th Street – east and west across 12th Street (pedestrian-activated flashing crosswalk side streets).
c. 11th Street – north side across Camino del Mar (all-way stop controlled). d. 10th Street – north side across Camino del Mar (pedestrian-activated flashing crosswalk side streets).

6. Reduced vehicle lane widths to slow traffic speeds.

7. Increased bicycle lane widths for bicycle safety and reduces bicycle interference with walkways.

8. Added bike lane parking amenities (bike racks, markings, etc.).

The Downtown Streetscape pedestrian safety measures not only significantly enhanced pedestrian safety along Camino Del Mar, but were positively received by residents, visitors, and downtown businesses. These improvements also contributed to the City of Del Mar winning the “2020 Public Agency of the Year” award from the Institute of Transportation Engineers, San Diego Section.

DISCUSSION/ANALYSIS:

In July 2023, the City received requests from two residents asking that the City consider additional pedestrian safety measures at the intersections of 11th and 13th Streets, with emphasis on 13th Street. As such, the City Council asked staff to evaluate the concerns and solicit feedback and recommendations for potential actions from the City’s Traffic and Parking Advisory Committee (TPAC) as may be appropriate. As a first step, the City’s Traffic Engineer physically observed the intersection at 13th Street and Camino del Mar during a peak pedestrian activity period.

On July 27, 2023, the City’s Traffic Engineer provided a technical memorandum (Attachment B) to the City with observations and recommendations related to traffic and pedestrian safety conditions at the intersection of 13th Street and Camino del Mar. Recommendations for consideration at the subject intersection were as follows:

1. Increase traffic enforcement from the Sheriff’s Department in the area and issue citations to vehicles who fail to come to a complete stop at stop signs.

2. Install a “NO U-TURN” sign for southbound traffic to prevent three-point turns.

3. Replace two standard stop signs in the medians with two flashing stop signs.

The memorandum and recommendations were presented to TPAC on September 19, 2023.

TPAC evaluated and had an in-depth discussion about all three recommendations. All oral and written public input was considered, including from the residents who initially raised concerns with the City Council and other residents who expressed concerns about 2 April 1, 2024 Item 11
City Council Agenda Report
Downtown Pedestrian Safety Measures
April 1, 2024

implementing additional safety measures due to the effectiveness of the Streetscape Pedestrian Safety Measures; the importance of preserving the character of Del Mar; and need for timely ingress and egress. All written public communications on this topic received to date are included as Attachment C. A copy of the TPAC meeting minutes from September 19, 2023, is included for reference as Attachment D.

TPAC ultimately recommended that the City Road Commissioner (City Manager) implement the “NO U-TURN” sign and increased traffic enforcement from the Sheriff’s Department. The “NO U-TURN” sign was subsequently installed by Public Works and the Sheriff’s Department increased targeted monitoring and enforcement in the area. The Sheriff’s Captain will provide insight on outcomes of the additional enforcement efforts and related observations at the City Council meeting on April 1, 2024, as part of this agenda item.

Below is information responsive to several suggestions that have been provided by members of the public regarding actions that City should consider in order to enhance pedestrian safety at 11th and 13th Streets.

1. Install a traffic signal at 13th Street.

Statistically, all-way stops are safer than traffic signals. When comparing pedestrian accident rates between all-way stops and traffic signals, the data suggests that all-way stops can significantly reduce severe pedestrian injuries. While every situation may be different, one study found that replacing signals with all-way stops led to a 68% reduction in severe pedestrian injury crashes. The reason for this is because all vehicles must come to a stop at a STOP sign, whereas vehicles may travel at high speed through an intersection on a green light. Traffic signals may create predictable crossing opportunities, but may also get the running of red-lights when pedestrian signals become active, more chances for rear-end or turning collisions, and increased exposure of pedestrians to higher speeds. The traffic volume on the side streets adjacent to Camino del Mar is not generally high enough to support a signaled intersection, so the primary result of installing traffic signals would be the increased northbound and southbound capacity and greater delays on side streets at existing all-way stop intersections. This would likely increase speeds and volume of traffic commuting through the downtown area during peak hours.

2. Install speed humps or speed cushions at 11th and 13th Streets.

The City’s current traffic warrants (extracted procedures from the California Manual on Uniform Traffic Control Devices) do not allow speed humps or cushions on major arterials or along primary emergency response routes. Traffic calming measures that may be suitable for major arterial roadways are typically limited to horizontal deflection or visual treatments (reduced lane widths, curb pop outs, medians, striping, and decorative pavement). Vertical deflection on major roadways would need to be approved by emergency services, as they could affect response times or administering treatment during ambulance calls.

3. Install flashing STOP signs at medians.

TPAC considered this alternative at their meeting on September 19, 2023, including relevant written and oral public comments. Flashing STOP signs are a viable safety measure, but their effectiveness may be limited. TPAC weighed the potential benefit 3 April 1, 2024 Item 11
City Council Agenda Report
Downtown Pedestrian Safety Measures
April 1, 2024

against the perceived distracting aesthetics to the surrounding neighbors. Ultimately, TPAC decided against recommending the installation of flashing STOP signs for northbound and southbound traffic on Camino del Mar at the 13th Street intersection.

4. Install pedestrian-activated flashing crosswalks at 11th Street and 13th Street.

Yellow flashing lights are not allowed at stop-controlled approaches (stop conditions as opposed to yield conditions). Traffic standards require the color red to be used for devices indicating a stop, and yellow for general warning conditions. Flashing red indicates “come to a full stop and then proceed when clear”, while solid red indicates “come to a full stop and wait until green to proceed, unless a right/left turn on red is allowed.” To ensure that vehicles are adhering to existing traffic laws and increase public awareness regarding the location of enhanced pedestrian crossings along Camino del Mar, staff will work with the Sheriff’s Department and the City’s Traffic Engineer on the following:

1. Continue focused Sheriff’s Department traffic enforcement along Camino del Mar, between 9th Street and the Del Mar Plaza, with particular focus on 11th and 13th Streets.

2. Enhance the City’s website to better inform the public about the safe/free/disabled public parking at City Hall, two traffic light-controlled crosswalks at 9 th and 15th Streets,
and the pedestrian-activated flashing crosswalks at 10th, 12th, and 14th Streets.

3. Continue to conduct speed surveys and post speed limit reductions in accordance with the California Vehicle Code.

FISCAL IMPACT:

There is no fiscal action to be taken by the City Council related to this agenda item.

ENVIRONMENTAL IMPACT:

The action being considered is exempt from the California Environmental Quality Act (CEQA) because it is not a “project” per Section 15378(b)(5) of CEQA Guidelines. The action involves an organizational or administrative activity of government that will not result in the direct or indirect physical change in the environment.

ATTACHMENTS:

Attachment A – Pedestrian Enhanced Crossing Locations
Attachment B – TPAC Agenda Item, September 19, 2023
Attachment C – Written Public Communications Received to Date Attachment D – Approved TPAC Minutes from September 19, 2023 4 April 1, 2024 Item 11
15th St
14th St
13th St
12th St
11th St
10th St
9th St
Camino Del Mar
ENHANCED CROSSWALKS (UNCONTROLLED)1 New Enhanced, Decorative Crosswalk with RRFBs and Refuge Islands 2 Upgraded Enhanced, Decorative Crosswalk with RRFBs and Refuge Islands CURB POP-OUTS5 Intersections with New Curb Pop-OutsSIDEWALKSNew formal sidewalk connections at several intersections and between 11th and 12th Streets STREET LIGHTINGNew pedestrian-scale street lighting between 9th Street and Plaza CROSSWALKS1 New Striped Crosswalk7 New Decorative Crosswalks4 Upgraded Decorative Crosswalks 5 April 1, 2024 Item 11
City of Del Mar
Agenda Report
TO: Traffic and Parking Advisory Committee Chair and Members FROM: Joe Bride, Public Works Director / City Engineer
DATE: September 19, 2023
SUBJECT: Consideration of Pedestrian Safety Improvements at 13th Street & Camino Del Mar
RECOMMENDED ACTION/RECOMMENDATION:

Staff recommends that the Traffic and Parking Advisory Committee consider the recommendations provided by the City’s Traffic Engineer including the installation of two solar powered blinking stop signs (north and southbound facing) and a “NO U-TURN” sign for southbound traffic at the intersection of 13th Street and Camino del Mar (Attachment A).

BACKGROUND:

At the City Council meeting on July 10, 2023, based on concerns raised by members of the public, the City Council voiced support for staff to work with the City’s Traffic Engineer to evaluate and make recommendations for additional pedestrian and traffic safety improvements along Camino Del Mar as may be appropriate. As a first step, the City’s traffic safety engineer recently evaluated the intersection at 13th Street and Camino Del Mar.

DISCUSSION/ANALYSIS:

The City of Del Mar has recently implemented vehicle, bicycle, and safety improvements along Downtown Streetscape (Camino del Mar from 9
th Street to Plaza) including:

1. Installed three flashing pedestrian crossings at 14
th Street, 12th Street, and 10th
Street;

2. Designed and installed pedestrian sidewalk “bulb outs” at intersections (which make pedestrians more visible and reduce their exposure to vehicle lanes);

3. Reduced vehicle travel lane widths to slow traffic speeds;

4. Increased bicycle lane widths to further separate cyclists from vehicles; and

5. Installed several new pedestrian crosswalks including the south side of 13th Street and CDM.

Furthermore, the City continuously evaluates pedestrian safety improvements and has several ongoing programs and activities, such as:
6 April 1, 2024 Item 11
TPAC Agenda Report
Pedestrian Safety Improvements at 13th Street and Camino Del Mar September 19, 2023

1. Speed surveys and posted speed limit reductions in accordance with the California Vehicle Code;

2. Periodic Traffic Engineering observations/evaluations at specific intersections;

3. Sheriff Department collision/incident data evaluations (more discussed below); and

4. Installation of traffic signal power back-up systems at seven signalized intersections.

Based on information provided by the Sheriff’s Department, there have been four (4) minor collisions/incidents involving pedestrians along Camino del Mar since January 2021. One of the incidents was the fault of the pedestrian involved. During the same time period, there have been seven (7) vehicle vs. bicycle collisions, all of which occurred at slow speeds and resulted in minor injuries.

Unfortunately, safety measures only work when vehicles, bicycles, and pedestrians read the signs and follow the rules, which does not always occur. The Sheriff’s Department has committed to increased traffic monitoring and enforcement along Camino Del Mar to discourage speeding, running stop signs and driving through flashing pedestrian crossings and crossings occupied by pedestrians, and other unsafe traffic activity. A recent traffic strike in the community on July 12, 2023, provided positive results, with 37 citations being issued in one day, of which 13 were issued along Camino Del Mar.

Citations were issued for unsafe speed, no proof of insurance, cell phone use, running stop signs, expired registration and unlicensed driving.

On July 27, 2023, the City’s Traffic Engineer provided a technical memorandum (Attachment A) to the City with observations related to traffic and pedestrian safety conditions at the intersection of 13th Street and Camino del Mar. The Traffic Engineer’s observations and recommendations support the installation of two flashing stop signs and a “NO U-TURN” sign for southbound traffic at the intersection of 13 th Street and Camino
del Mar. An example of a blinking stop sign is included as Attachment B.

ATTACHMENTS:

Attachment A – Technical Memorandum: CDM and 13th Street Traffic Observations Attachment B – Photo of Solar powered blinking stop sign at 22 nd St and Coast Blvd
Attachment C – Email to TPAC received July 23, 2023
Exhibit A to Attachment C – July 10 Public Comment Notes 7 April 1, 2024 Item 11
Technical Memorandum
July 27, 2023
To: Joe Bride, Public Works Director / City Engineer, City of Del Mar From: Ryan Zellers, PE, TE, Michael Baker International Angel Melendez, EIT, Michael Baker International
Subject: Camino Del Mar and 13th Street Traffic Observations Introduction
Per request of the City of Del Mar, Michael Baker International (MBI) investigated vehicle, bicycle, and pedestrian activity at the all-way stop intersection of Camino Del Mar and 13th Street in response to resident concerns regarding traffic safety.

The intersection of Camino Del Mar and 13
th
Street is all-way stop controlled. Speed Limits on 13th Street and Camino Del Mar are 25 mph. Recent improvements in 2019-2020 were completed to the Camino Del Mar corridor between 9
th
Street and 15thStreet that benefit vehicle, bicycle, and pedestrian safety. Many enhancements were done to this intersection to reduce pedestrian exposure to traffic and reduce speed, including narrowing traffic lanes, adding curb extensions, adding decorative crosswalks and bike lanes.

MBI conducted traffic observations at the subject intersection from 4:45 pm to 5:45 pm on Tuesday, July 11th, 2023. Heavy traffic volumes during the peak hour commonly leads to congestion along Camino Del Mar. This congestion from those commuting through the downtown village of Del Mar can lead to impatient driving behaviors, especially in the northbound and southbound directions. 8 April 1, 2024 Item 11
Below are the details of the traffic at the intersection. 1) Pedestrian Activity:

There was high pedestrian activity in the area. No observed conflicts of right-of-way were observed.

The following observations were made:
· Significant pedestrian activity was observed in the area, along with moderate bicycle activity. · There was a total of 189 pedestrians crossing the intersection. · One-hundred and fifty-six (156) pedestrians or groups of pedestrians were observed to causally walk north and south on Camino Del Mar.
· Thirty-three (33) pedestrians or groups of pedestrians were observed crossing east and westbound on 13th Street.
2) Bicycle Activity:

Several bicycles were observed to travel north and southbound Camino Del Mar, in many cases a bicyclist would travel across the intersection without slowing down or looking for oncoming traffic.

The potential concern is that there could have been a conflict with oncoming traffic or crossing pedestrians, although none were observed.
3) Vehicle Activity
The majority of traffic activity are from vehicles traveling north and southbound Camino Del Mar. The following observations were made:
· Traveling northbound on Camino Del Mar, eighty-seven (87) vehicles did not make a complete stop and one-hundred and thirty-four (134) stopped after the limit line or onto the pedestrian crosswalk.
· Traveling southbound on Camino Del Mar, eight (8) vehicles did not make a complete stop and eighty-one (81) stopped after the limit line or onto the pedestrian crosswalk. · Traveling eastbound on 13th street, one (1) vehicle did not make a complete stop and seven (7) stopped after the limit line.
· Traveling westbound on 13th street, only one (1) vehicle did not make a complete stop. · There were 22 instances where vehicles continued through the intersection, driving within half of a travel lane (5 feet to 6 feet) from a pedestrian. 4) Unexpected Vehicle Movements
Several three-point turn movements were observed in the area. None of these movements were done aggressively and no right-of-way violations were made. The following observations regarding these movements were observed:
· Ten (10) vehicles were observed to make a U-turn traveling southbound on Camino Del Mar.

Due to adequate turning radius there were several cases where a vehicle needed to make a threepoint turn to avoid the bulb-out. In some cases, vehicles drove over the bulb-out onto the sidewalk to fully make the turn.
· U-turns caused vehicles traveling northbound Camino Del Mar to stop in the intersection. · After blockages cleared up, approximately 8-10 vehicles would follow the blockage through without making a complete stop.
· No vehicles were observed to make a 3-point U-turn northbound on Camino Del Mar. 9 April 1, 2024 Item 11
Conclusions
Most unsafe movements appear to stem from congestion experienced along the Camino Del Mar corridor in the northbound and southbound directions. Additionally, the less traffic from the side streets creates less compliance for full stops on the major movement. While there were several observed issues with non-compliant vehicle stops, there are two stop signs in the northbound and southbound directions.

There is proper sight distance to see all signage and approaching traffic at the Camino Del Mar and 13th Street intersection.

To better address these undesirable behaviors, we recommend installing STOP signs in the medians with flashing red LEDs and requesting greater police presence during busy hours. We believe this will reduce the number of stop violations and reduce incidents of vehicles driving at uncomfortable distances from pedestrians.

A traffic signal was considered as a potential mitigation. While this may help with vehicular through-put along the corridor, it would also likely increase speeds as well. In terms of pedestrian safety, all-way stops are generally considered far safer than traffic signals. Motorists at all-way stop controls have more rightof-way negotiation and communication between users. Unlike with signals, even non-compliant or rolling stops move through an intersection at a very low speed and with more eye contact among users.

We recognize that the common 3-point turning movements are a result of the reduced space for vehicles to make a U-turn from the southbound direction. Typically, a distance of 32 feet between the left edge of a left turn lane to the far curb face is required for most vehicles to clear a U-turning movement. This location has approximately 28 feet, which is lessthan what is typically needed. Therefore, we recommend installing a NO U TURN sign facing the southbound direction to prohibit these U-turns.

Recommendation Summary
Many recommendations for these types of behaviors have already been done in the recent Village Streetscape project. There is likely an improvement to conditions at these intersections as a result of the project, however, traffic volumes and congestion lead to undesirable driver behaviors. The following set of recommendations are suggested for the Camino Del Mar and 13th Street intersection:
1) Replace a the northbound and southbound facing STOP signs located in the medians (2 total) with flashing red LEDs.
2) Request focused police enforcement at this location (and nearby all-way stop locations such as 11th Street), especially during busy hours.
3) Install NO U TURN sign for southbound traffic.

If you have any questions pertaining to this memo, please call me at (858) 810-1432.

Ryan Zellers, PE, TE
Department Manager – Traffic Engineering
10 April 1, 2024 Item 11
11 April 1, 2024 Item 11
Mariel Cairns
Subject: FW: Traffic/Pedestrian Safety Concerns
Attachments: Suren July 10th DM CC comments re Intersection Safety.pdf From: suren dutia <[email protected]>
Sent: Sunday, July 23, 2023 11:27 AM
To: Ashley Jones <[email protected]>; Julie Maxey <[email protected]> Cc: *City Council Group <[email protected]>; Joe Bride <[email protected]>; Clement Brown <[email protected]>
Subject: Re: Traffic/Pedestrian Safety Concerns
This email is be ing s ent a s a document to be inc luded for the August 1st TPAC mee ting.

TO: Membe rs of Traffic and Pa rking Advisory Committee De a r committe e membe rs,
Ple a se se e the a tta ched sta tement I pre sented a t the city council mee ting on July 10th.

It wa s my intention to attend the August 1st me e ting of TPAC. Howeve r, I will be on the East Coa st for a busine ss commitment on that day and won’t be returning home until after 10pm. The re fore , I am forwa rding my sta tement expre ssing conce rns about the se rious sa fe ty ha za rd on the inte rse ction of Camino De l Ma r and 13th stree t. As I've stated in my prese nta tion, the existing stop signs a re not enough, do not do the job and ce rta inly not e ffe ctive de te rrents. While the situa tion a t this loca tion is difficult enough throughout the day, it is e spe cia lly life -thre a tening during the rush hours and/or when the re a re la rge ga the rings at the Fa irgrounds. If we a ct, we can prevent an ominous situa tion a t this loca tion.

I'm mindful of the fa ct tha t my ema il is a critica l a ttempt to addre ss looming problems due to frequent driving viola tions a t Camino De l Ma r and 13th and 11th stree ts. Having lived in De l Ma r for ove r 30 years, I also wish to a cknowledge tha t our city has made substantial stride s, e spe cia lly through S tre et Scape proje ct a few yea rs ago. It ha s de finitely improved sa fe ty and made Camino De l Mar much more friendly for pede strians. With this cave a t, I’d like to recommend tha t working with Mr. Ze lle rs and our sta ff, the committee identify mea sure s tha t will he lp prevent dange rous conditions which currently exist a t Camino Del Ma r and 13th stre e t inte rse ction. It would be e ffe ctive to install an electric signal at this location. However, at the very le a st, we ne ed thre e sets of fla shing lights, visible in both dire ctions, a long with good signage , tha t inform drive rs and manda te s them to stop while a ny pede strian is crossing the stree t using the crosswalk. The situa tion is a la rming and se rious, and time ly implementa tion of s a fe ty mea sure s is ne ce ssa ry to prevent a disa ste r wa iting to happe n.

Thank you for your conside ra tion and should you have any que stions, ple a se conta ct me .

Since re ly,
Suren
Suren G. Dutia
P-858/792-9439
1 12 April 1, 2024 Item 11
Suren Comments before the DM CC Meeting on July 10th, 2023 Concerning safety hazard at CDM & 13th Street intersections Mayor Martinez and Council members: I wholeheartedly support Julie’s comments and wish to speak on this problem. Based on unsafe conditions I personally encounter daily, it is my request that our TPAC (Traffic and Parking Advisory Committee) be guided by you to make this item a top priority.

Many drivers are not aware of an important California Vehicle Code that apply to our 13th street intersection. Under the code, cars are required to yield to pedestrians crossing the street in marked crosswalks or at intersections. If a pedestrian is in a crosswalk, cars must stop and wait for the pedestrian to cross the street before continuing on their journey.

I’m sure you know what happens instead: drivers will wait only until pedestrians are out of their own way before continuing through the intersection. As a result, many vehicles pass through the intersection while pedestrians are actively crossing.

As I understand it, 10,000 to 16,000 vehicles pass through this intersection daily.

I, myself, make regular use of it on my daily visit to Starbucks, and I personally observe at least 100+ violations every week. Scale that up to account for the many hours in which I am not present, and I think we can agree it is only a matter of time before someone is hurt, or worse.

The installed stop signs at 13
th street and CDM are just not enough. In my
opinion, they are being ignored and not effective deterrents.

I have spoken with Councilman Dwight Worden on this issue and read his thoughts in writing. I appreciate the attention and advice he has given to this issue so far. We have come a long way for making Del Mar safe to tourists and residents since installing the stop signs, flashing pedestrian crossings, safer bike lanes, and other safety features.

Their effect has been noteworthy, but it is certainly not enough.

Dwight, Julie and I agree that the “easy” measures have already been taken, and that to give this issue the attention it deserves, we need TPAC’s involvement and expertise.

I hope you will agree that complacency and negligence will make for poor excuses when that intersection sees another fatality waiting to happen. Action now is the only way to ensure prevention.

Thank you for your time.
13 April 1, 2024 Item 11
1 Melinda Gould
From: suren dutia <[email protected]>
Sent: Sunday, March 10, 2024 4:01 PM
To: City Clerk Mail Box
Cc: Ashley Jones; David Druker; Terry Gaasterland; Dan Quirk; Tracy Martinez; Dwight Worden
Subject: RED DOT: Item #1 - 2024 City Council Goals and Priorities Setting Workshop Attachments: Suren comments at February 5, 2024 Del Mar City Council meeting.pdf; Suren July 10th DM CC comments re Intersection Safety.pdf; Suren comments to the Del Mar City Council 5-1-23.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.

Honorable Mayor and Council Members,
In your special meeting on Monday, March 11th, you will be reviewing work plans, setting goals and priorities for FY 2024-25, and providing direction to staff. The purpose of this RED DOT is to urge you to make pedestrian safety one of your major goals and priority for the current fiscal year and staff be guided to implement measures in a timely fashion to enhance safety of pedestrians using crosswalks on Camino Del Mar (CDM).

While we have contentious issues and depending on where you reside, it often divides the community. However, based on conversation with friends and neighbors who reside in the hill, R-2 zone or village, and beach colony, I have no doubt that we have total unanimity when it comes to pedestrian safety.

In order to avoid repeating what I had previously communicated, I am attaching my comments that were presented at your scheduled meetings on May 1st and July 10th of 2023 and February 5th of this year bringing to your attention serious safety hazard and life-threatening conditions for us pedestrians who are frequently using the crosswalks at CDM & 13th Street and CDM & 11th Street. As a result of speeding and countless traffic violations by heedless drivers, crosswalks are extremely dangerous for pedestrians. Unless some deterrents are put in place in a timely fashion, we will likely have a major accident and serious litigation resulting from it. What can we do to prevent this likely catastrophe?
Instead of belaboring my frustrations over frightening conditions we encounter daily at these crosswalks, I would like to remind you of our Community Plan, which all of us are proud of and consider it as the foundational document for the City of Del Mar. Our Community Plan clearly states that we are a “pedestrian-oriented” community and explicitly spells out goals, objectives, and policies. Under the plan, the goal number 2 is crystal clear and states,
1 March 11, 2024 Item 01 14 April 1, 2024 Item 11
2 MINIMIZE THE IMPACT OF THE AUTO-MOBILE ON THE CHARACTER OF DEL

MAR AND EMPHASIZE A MORE PEDESTRIAN ORIENTED ENVIRONMENT, SAFER

SIDE-WALKS, LANDSCAPED BUFFER ZONES, AND ALTERNATE MEANS OF TRANSPORTATION.

Further, the Community Plan goes on to delineate objectives and policies, with the statement,

ENCOURAGE A PEDESTRIAN-ORIENTED, NON-MOTORIZED COMMUNITY BY

DEVELOPING A SYSTEM OF BICYCLE RIGHTS-OF-WAY AND PEDESTRIAN PATHS, AND DISCOURAGING HIGH SPEED TRAFFIC ALONG CITY STREETS.

As most of you know, our sacrosanct Community Plan also mandates:

FACILITATE THE MOVEMENT OF TRAFFIC IN A SAFE AND UNCONGESTED MANNER CONSISTENT WITH A PEDESTRIAN-ORIENTED COMMUNITY.

As all of you know, group of dedicated volunteers were called upon every few years and their diligent review of the Community Plan resulted in complete agreement with the fundamental character of City of Del Mar. Let us do a reality check! Are we really a “pedestrian-oriented” community or inadvertently giving priority and access to our infrastructure to careless motorists, great majority of them from outside Del Mar, who speedily drive through Camino Del Mar to their destination? What are the consequences of current conditions and its impact on members of our community? How would you rate our performance of being a “pedestrian-oriented” community against the goals, objectives and policies that are explicitly delineated in our Community Plan? By any objective yardstick, the likely grade would be solid F. Forgive me for being candid but I really think we can and must do a lot better.

We do not need another consultant study and report please; it is time for common sense and action. I urge you to have in place at these two crosswalks deterrents before the summer activities at the Fairgrounds commence and of course, the Breeders Cup. Specifically, I recommend pedestrian accentuated switches that trigger flashing lights and allow the person to go through the crosswalk at CDM & 13th Street and CDM & 11th Street. We also need to improve signage and broken tiles in the crosswalk should be repaired. In the spirit of constructive suggestion, I recommend you adopt the solution we use at PCH and 25th Street. I see many people use this crosswalk periodically and it is a good example of cost-effective deterrent we have experience with and functions effectively.

As you might have surmised, I feel very strongly that the city needs to implement drastic deterrents at CDM & 13th Street and CDM & 11th Street. Let me share with you a personal story involving one of my dearest friends. On Monday, February 12, 2024, we learned that my friend was badly hurt near his home on Carmel Creek Road by a reckless motorist who made an illegal turn and struck my friend who now has severe injuries, including “a brain hemorrhage, a lacerated kidney and abrasions all over his body.” While the driver has admitted that she was distracted and legal processes are underway for a possible settlement, what good will it do when his life is turned upside 2 March 11, 2024 Item 01 15 April 1, 2024 Item 11
3 down? While we are optimistic that he will recover, he has excruciating pain, had two surgeries and one more is scheduled next week, and it will take weeks and months of rehabilitation before he might have a normal life. As you can understand, I am deeply saddened, and feel helpless and angry. I strongly urge you that before anyone in our community or one of your friends or any family members are struck by this frequently recurring known menace and we are faced with a calamity, please act proactively to implement protective deterrents and ensure that these crosswalks are safe for pedestrians.

Thank you for your consideration.

Respectfully,
Suren G. Dutia
Suren G. Dutia
P-858/792-9439
3 March 11, 2024 Item 01 16 April 1, 2024 Item 11
Suren Comments at DM CC Meeting on February 5, 2024
Mayor Druker and Council members,
I presented my concerns about safety hazard at Camino Del Mar and 13th Street crosswalk to the city council last year on May 1st and again on July 10th. It has been 9 months since Julie and I first appeared and painstakingly communicated what we perceive as grave and dangerous conditions at two intersections – 13th & CDM and 11th & CDM. Based on feedback we received, we decided to be patient and optimistic that conditions might improve.

With our 2-3 times daily walks (80-100/month), we have been diligently monitoring these crosswalks. Other than few days when Sheriff parked one vehicle in front of the library and camouflaged their presence for few days, nothing really has changed at these two intersections and they remain terribly unsafe. Once again, I am here to emphasize that we have an alarmingly serious, and I really mean life-threatening conditions at these crosswalks. Summer months and Breeders Cup are fast approaching and with that we will have increased traffic and higher probability of accidents. Unless, corrective actions are taken, we will have a very serious accident and city could well be a party to major litigation and face substantial damages. If we act now, I believe deterrents will be costeffective or you wait until we face a crippling blow with huge financial exposure.

As a supporter of our local restaurants, including Zel's, be assured we do not wish to harm our local businesses. However, we strongly believe that safety of our citizens, especially those of us who live in the community, must be a number one priority for staff and our elected council members. I have personally spoken with three related parties who work at CDM & 13th Street intersection. Everyone, without a single exception, told me that we have a dangerous situation at this crosswalk and it’s just a matter of time before we have a catastrophe. I respectfully urge you to please consider implementing simple preventive measures at these two intersections:
 Install flashing lights; if you don’t want them flashing all the time, we must have pedestrian accentuated switch triggering flashing lights  Need proper signage
 Consider putting speed bumps or some other effective deterrents Sometimes I wonder if we are competing with Autobahn in Germany to make CDM our Autobahn! Of course, Autobahn in Germany is 8,200 miles long and the relevant stretch of CDM is less than 2 miles in length. It is a fact that many drivers who use CDM are frequently exceeding 25 MPH speed limit and often not even stopping at STOP sign. In the absence of any enforcement, many drivers are violating traffic codes more than 100/day that requires them to stop while pedestrians are in these crosswalks. It should be obvious that we no longer need any more studies or hiring of consultants to conclude that the situation is unsafe and very dangerous for us pedestrians. Time is of the essence to implement few deterrents that would likely prevent a major calamity. 4 March 11, 2024 Item 01 17 April 1, 2024 Item 11
Suren Comments before the DM CC Meeting on July 10th, 2023 Concerning safety hazard at CDM & 13th Street intersections Mayor Martinez and Council members: I wholeheartedly support Julie’s comments and wish to speak on this problem. Based on unsafe conditions I personally encounter daily, it is my request that our TPAC (Traffic and Parking Advisory Committee) be guided by you to make this item a top priority.

Many drivers are not aware of an important California Vehicle Code that apply to our 13th street intersection. Under the code, cars are required to yield to pedestrians crossing the street in marked crosswalks or at intersections. If a pedestrian is in a crosswalk, cars must stop and wait for the pedestrian to cross the street before continuing on their journey.

I’m sure you know what happens instead: drivers will wait only until pedestrians are out of their own way before continuing through the intersection. As a result, many vehicles pass through the intersection while pedestrians are actively crossing.

As I understand it, 10,000 to 16,000 vehicles pass through this intersection daily.

I, myself, make regular use of it on my daily visit to Starbucks, and I personally observe at least 100+ violations every week. Scale that up to account for the many hours in which I am not present, and I think we can agree it is only a matter of time before someone is hurt, or worse.

The installed stop signs at 13th street and CDM are just not enough. In my opinion, they are being ignored and not effective deterrents.

I have spoken with Councilman Dwight Worden on this issue and read his thoughts in writing. I appreciate the attention and advice he has given to this issue so far. We have come a long way for making Del Mar safe to tourists and residents since installing the stop signs, flashing pedestrian crossings, safer bike lanes, and other safety features.

Their effect has been noteworthy, but it is certainly not enough.

Dwight, Julie and I agree that the “easy” measures have already been taken, and that to give this issue the attention it deserves, we need TPAC’s involvement and expertise.

I hope you will agree that complacency and negligence will make for poor excuses when that intersection sees another fatality waiting to happen. Action now is the only way to ensure prevention.

Thank you for your time.
5 March 11, 2024 Item 01 18 April 1, 2024 Item 11
Suren comments to the Del Mar City Council
5-1-2023
Mayor Martinez and Council Members:

I wish to bring your attention daily and frequent traffic violations at the intersections of Camino Del Mar and 13th Street where our library is located.

As I understand it, 10,000 to 16,000 vehicles use Camino Del Mar daily as their thoroughfare through our city. Since I walk daily and use the pedestrian traffic crossings, I have personally observed pedestrians almost hit by a car many times through this intersection. While we do have Stop Signs at this intersection, great many drivers throughout the day, especially during the rush hours, are in a hurry and take short cuts. While pedestrians enter the crossing lane, car drivers keep driving. It is obvious that most drivers do not realize that they are required to stop when any pedestrian has entered a cross walk and failure to do so is a serious traffic violation. Since I walk at least twice every day within the village when I am in town, I personally and regularly observe in excess of 100 traffic violations every week.

In order to rectify this VERY SERIOUS SAFETY HAZARD, I recommend that you urgently and proactively consider two options.

1. Have an electric signal at Camino Del Mar and 13th Street OR

2. Install blinking traffic crossing that can be activated by pedestrians While I am impressed by your interest in highfalutin discourse on installing the expensive art objects in our City Center, I urge you to recognize gravity of the situation involving safety and well-being of members of our community, especially children and elderly. I respectfully request that ensuring safety at the intersection of 13th Street and Camino Del Mar is an urgent and higher priority and will not be neglected.

Thank you.
6 March 11, 2024 Item 01 19 April 1, 2024 Item 11
Re: September 19 meeting
Hello TPAC members;
I was planning to attend the August meeting that was
cancelled and am out of town at this new date.

Thank you TPAC members and Ryan Sellers and
associates for your analysis and recommendations.

I have been almost hit/run into and ignored when crossing Camino Del Mar as have numerous pedestrians, residents
and visitors. I appreciate the comprehensive survey and recommendations to install STOP signs in both North and Southbound medians with flashing red LEDs or something
comprisable and greater police presence during busy
hours both at 13 and 11 streets and Camino Del Mar.

Note: with focused police enforcement at 13 Street and
nearby all-way stop locations such as 11th Street,
especially during busy hours.

I urge TPAC members and liaisons to insure that the
Implementing the aforementioned recommendations take
place. Best, as soon as possible to bring a needed
addition to Del Mar’s protection of pedestrians in this walking city.

Julie Maxey-Allison
20 April 1, 2024 Item 11
10 Street
21 April 1, 2024 Item 11
1 Sarah Krietor
From: Melinda Gould
Sent: Thursday, September 14, 2023 5:29 PM
Subject: FW: Communication Regarding Upcoming TPAC Agenda Item Good Evening,
Please see email below pertaining to next week’s TPAC meefing.

Best,
Melinda Gould
City of Del Mar | Administrative Services
1050 Camino del Mar
Del Mar, CA 92014
| 858.704-3633 | [email protected]
City Hall is open for public services Monday-Thursday, from 7:30 AM- 5:30 PM and Remote Service only on Friday from 7:30 AM- 4:30 PM. Counter hours for Planning and Building services are Monday and Wednesday between 1:00 PM to 5:30 PM or by appointment. All remote services will continue to be provided during regular City hours. Please check our City website at www.delmar.ca.us for more information.

From: [email protected] <[email protected]>
Sent: Tuesday, August 1, 2023 10:01 AM
To: [email protected]; 'Joe Bride' <[email protected]> Cc: [email protected]
Subject: Changes to Del Mar Intersections, Bike Safety, and "bulb-out" U-turns - please include in August 1st meeting of the Traffic and Parking Committee
Dear Members of the Traffic and Parking Commiftee and City Officials, I hope this lefter finds you well. As a resident and visitor of Del Mar for the past 43 years, I feel a deep connecfion to our community and care deeply about its well-being. I am wrifing to share my perspecfive on the current discussions regarding safety protocols at 13th Street, 11th Street, and Camino Del Mar.

Over the years, I have witnessed the evolufion of our city and have appreciated the efforts made to maintain a safe and friendly environment. I believe that our current safety protocols have been effecfive in ensuring the safety of both residents and visitors. While it is essenfial to address legifimate safety concerns, I also want to emphasize the importance of striking a balance between safety measures, preserving the character of Del Mar as well as the fimely ingress and egress of Del Mar.

I understand that some individuals have raised concerns about observed driving behaviors at these intersecfions.

However, I firmly believe that we cannot legislate ourselves out of all potenfial danger. Accidents can happen anywhere, and while we should take measures to mifigate risks, we should also be mindful of maintaining a welcoming and invifing atmosphere in our city as well as the fimely ingress and egress of Del Mar.

Instead of focusing solely on changes to these intersecfions, I urge the commiftee to priorifize addressing more pressing issues that demand aftenfion. For instance, enhancing biking lanes and sidewalks in Del Mar is crucial for the safety of pedestrians and cyclists. Allocafing resources to these improvements would have a more significant impact on reducing accidents and ensuring a safe environment for all.
22 April 1, 2024 Item 11
2 Furthermore, the recommendafion to disallow U-turns due to challenges posed by "bulb outs" raises concerns. These "bulb outs" may have unintenfionally created new problems that were not present before. It is essenfial to reevaluate their effecfiveness and consider alternafive solufions that ensure safety without causing undue inconvenience to drivers in their ingress and egress in Del Mar.

As a long-fime resident and visitor, I value the efforts made by the commiftee to enhance road safety and appreciate the considerafion of community feedback. However, I believe it is essenfial to carefully evaluate data and community input before making any decisions. The exisfing safety protocols have been in place for a reason and have proven effecfive in ensuring the well-being of our community.

In conclusion, I kindly request the commiftee to take into account the perspecfive of long-term residents like me who want to maintain Del Mar as a safe and friendly place as well as the fimely ingress and egress of Del Mar. Let us priorifize the more crifical issues that require aftenfion while preserving the unique character of our city.

Thank you for your fime and considerafion. I am open to further discussions and am available to provide addifional informafion if needed. Your dedicafion to the befterment of our community is truly appreciated.

Sincerely,
Dave Sykes
[email protected]
2016 Ocean Front
Del Mar CA 92014
619-987-9191
23 April 1, 2024 Item 11
1 Sarah Krietor
From: suren dutia <[email protected]>
Sent: Sunday, July 23, 2023 11:27 AM
To: Ashley Jones; Julie Maxey
Cc: *City Council Group; Joe Bride; Clement Brown
Subject: Re: Traffic/Pedestrian Safety Concerns
Attachments: Suren July 10th DM CC comments re Intersection Safety.pdf CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.

This email is being sent as a document to be included for the August 1st TPAC meeting.

TO: Members of Traffic and Parking Advisory Committee
Dear committee members,
Please see the attached statement I presented at the city council meeting on July 10th.

It was my intention to attend the August 1st meeting of TPAC. However, I will be on the East Coast for a business commitment on that day and won’t be returning home until after 10pm. Therefore, I am forwarding my statement expressing concerns about the serious safety hazard on the intersection of Camino Del Mar and 13th street. As I've stated in my presentation, the existing stop signs are not enough, do not do the job and certainly not effective deterrents. While the situation at this location is difficult enough throughout the day, it is especially life-threatening during the rush hours and/or when there are large gatherings at the Fairgrounds. If we act, we can prevent an ominous situation at this location.

I'm mindful of the fact that my email is a critical attempt to address looming problems due to frequent driving violations at Camino Del Mar and 13th and 11th streets. Having lived in Del Mar for over 30 years, I also wish to acknowledge that our city has made substantial strides, especially through Street Scape project a few years ago. It has definitely improved safety and made Camino Del Mar much more friendly for pedestrians. With this caveat, I’d like to recommend that working with Mr. Zellers and our staff, the committee identify measures that will help prevent dangerous conditions which currently exist at Camino Del Mar and 13th street intersection. It would be effective to install an electric signal at this location. However, at the very least, we need three sets of flashing lights, visible in both directions, along with good signage, that inform drivers and mandates them to stop while any pedestrian is crossing the street using the crosswalk. The situation is alarming and serious, and timely implementation of safety measures is necessary to prevent a disaster waiting to happen.

Thank you for your consideration and should you have any questions, please contact me.

Sincerely,
Suren
Suren G. Dutia
P-858/792-9439
24 April 1, 2024 Item 11
2 On Tuesday, July 11, 2023 at 05:32:26 PM PDT, Juliana Maxey-Allison <[email protected]> wrote:

Hello and thank you Ashley:

I appreciate your taking action. As noted, both Suren and I have just missed being actually hit numerous times and I know of many others who have experienced the same. I look forward to being at the next TPAC meeting on August to learn what other preventative measures may be presented. I am hoping that Mr. Zellers will in time include the 11 Street corner as well as whatever else he plans.

Again, thank you,
Julie
On Jul 11, 2023, at 5:23 PM, Ashley Jones <[email protected]> wrote:

Dear Julie & Suren,
Thank you both for attending last night’s Council meeting and raising concerns regarding traffic/pedestrian safety issues, particularly in the 13th Street/Camino Del Mar intersection. As you both noted, the City has implemented many successful improvements along Camino del Mar in recent years as part of the City’s Streetscape Project, but some traffic/pedestrian safety concerns still persist. To address these issues, we will be asking our City Traffic Engineer, Ryan Zellers, to evaluate what additional safety measures may be possible along Camino Del Mar, starting with 13th Street. I have also requested that the Sheriff’s Department prioritize their traffic enforcement efforts along CDM, with an emphasis on the 13th Street intersection. Captain Lawrence was totally supportive and committed to fulfilling this request.

Also, I am pleased to report that Ryan Zellers will provide a report at the next TPAC meeting on August 1, as to additional safety measures that he may recommend for the 13th Street intersection, with additional observations of potential traffic safety measures along CDM to follow at a later meeting. This item has been added to the TPAC meeting agenda, and I hope you will both plan to attend.

In the meantime, if I can be of further assistance, please don’t hesitate to reach out.

Best regards,
Ashley Jones
City Manager
City of Del Mar
(858) 704-3640 (Direct Line)
[email protected]
25 April 1, 2024 Item 11

CITY OF DEL MAR

TRAFFIC AND PARKING ADVISORY COMMITTEE MINUTES
Del Mar Town Hall
September 19, 2023
1050 Camino del Mar, Del Mar CA 92014

1) CALL TO ORDER/ROLL CALL. Meeting was called to order at 5:00PM.

In attendance: Chair John Imperato, Vice Chair Katherine White, Robin Crabtree, Jeffrey Dysart, Zach Groban and Ajit Venkatraman from the TPAC Committee.

Liaisons: Deputy Mayor Dan Quirk
City Staff: Joe Bride, Public Works Director; Jon Edelbrock, Community Services Director/Lifeguard Chief; Ben Williams, Parking Enforcement Sergeant 2) ANNOUNCEMENTS AND PRESENTATIONS: Welcome new Committee Members Zach Groban and Ajit Venkatraman.
3) ORAL COMMUNICATIONS (Non–action item): None.
4) APPROVAL OF MINUTES FOR APRIL 18, 2023. Minutes were unanimously approved. 5) COMMITTEE BUSINESS
A. Discussion of Pedestrian Safety Improvements at 13th Street and Camino Del Mar. Ryan Zellers from Michael Baker led a discussion on this intersection and presented 3 recommendations. The committee heard oral comments from Greg Glassman who advocated for traffic enforcement and no flashing red STOP sign. The committee had two emails from Del Mar residents Julie Maxey-Allison, speaking for the proposed changes, and Dave Sykes, speaking against the proposed changes.

Motion: TPAC unanimously voted to adopt recommendations 2) Request focused police enforcement at this location (and nearby all-way stop locations such as 11th Street), especially during busy hours. and 3) Install NO U TURN sign for southbound traffic at 13th street.

Motion: TPAC unanimously voted to request data from city staff on the days and hours of the traffic sheriff as well as a list of violations that occur at 11th and 13th street intersections.

B. 2023 TPAC Work Plan
a. Speed Survey and Traffic Studies of Major Arterial Segments (Public Works Director). Joe Bride presented the speed limit data, soliciting TPAC feedback.

Motion: TPAC unanimously agreed to put further speed surveys on hold. 26 April 1, 2024 Item 11
b. Revisions of the Oversized Vehicle Ordinance (Community Services Director).

Jon Edelbrock and Ben Williams went over the staff report and the recommendation that the existing ordinance be maintained.

Motion: TPAC unanimously voted to keep the existing ordinance. c. Traffic Signal Power Backup Systems. Joe Bride reported 4 intersections have battery backup completed and the remaining 3 should be completed this year. 6) FUTURE AGENDA ITEMS
A. Written Informational Follow-up on Plaza Parking Management/Rate Increase B. Westbound Via de la Valle left turn to Southbound Camino del Mar; road markings clarifying middle Westbound lane required to travel straight through to Border Avenue
7) ADJOURNMENT. Meeting adjourned at 6:36PM.
27 April 1, 2024 Item 11