Orange City Council
November 15, 2022

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Old Town Gateway Project Plans

SHEET INDEX

ARCHITECTUIRE AND PLANNING
SHEET Cl LETTER TO DIRC / LETTER OF INTRO / PROJECT INFO SHEET C2 EXISTING SITFE / DEMOLITION PLAN
SHEET C3 NEIGHBORHIOOD PLAN / EXISTING BUILDING 1
SHEET C4 BUIDLING 1 // CITY DESIGN CRITERIA
SHEET Al ILLUSTRATIV/E SITE PLAN
SHEET A2 - DIMENSIONED SITE PLAN
SHEET A3 - SITE ROOF PLLAN
SHEET A4 - SITE EXITING / ACCESIBLITY PLAN

SHEET AS CONCEPTUAIL SITE LIGHTING PLAN
SHEET A6 HISTORIC BUJILDING 1 PLAN AND ELEVATIONS
SHEET A7 - HISTORIC BUIILDING 1 ROOF PLAN / STREET ELEVATIOINS SHEET A8 HISTORIC BUJILDING 1 SECTIONS / LIGHT FIXTURES SHEET A9 - BUILDING 2 IPLANS, ELEVATIONS AND SECTION
SHEET A10 - BUILDING 3 PLANS, ELEVATIONS AND SECTION
SHEET All - HISTORIC BUILDING 4 AND BUILDING 5 / STREET ELEVATIONS

LANDSCAPE
SHEET LA-1.0 - CONCEPTUAAL LANDSCAPE PLAN
SHEET LA- 1.1- LANDSCAPIE LEGEND / IMAGES

ELECTRICAL
SHEET E-1.0 CONCEPTUAL SITE LIGHTING PLAN
SHEET E-1.1 - PHOTOMETRIC PLAN
SHEET E-1.2 - FIXTURE DETAILS
FIRE
SHEET F-1 - FIRE MASTEIR PALN

CIVIL (SEPARAT-E AND UNDER DIFFERENT COVER)
SHEET 1 OF 1-TENTATIVE PARCEL MAP
SHEET 1 OF 2 - CONCEPTUAL GRADING PLAN
SHEET 2 OF 2 - DETAILS
SHEET 1 OF 1- UTILITY PLAN
"CIPRES" TENANT IMPROVEMENTS (USE FOR REFERENCE ONLY)
SHEET Tl

PROJECT INFO / SCHEDULES
SHEET T2
- EXTERIOR IMPROVEMENTS
SHEET T3
- SITE DETAILS
SHEET T4
- FIRST FLOOR PLAN / SECTIONS / DETAILS
SHEET T5
- MEZANINE FLAN / INTERIOR ELEVATIONS
SHEET T6
REFLECTED (^EILING PLAN / DETAILS
SHEET T7

CIRCULAR SITAIR / SECTIONS
iHEET T8

RESTROOMSS / DETAILS
SHEET T9

INTERIOR EL-EVATIONS
SHEET T10

OUTDOOR DINING PERIMETER WALLS
SHEET T12

DETAILS

MIXED -USE SUBMITTAL
.60
)i
OWNER:

OLD TOWNE GATEWAY, LL�4
North Gfasse
REVISED SUBMITTAL 1.580"'h
Orange.,
2022 .
ol'1�T - MA`i ��� 2c>2'L
o'
i
erg`$
L f
II St. 201
1 California
Leason F Pomeroy III
partner
LP3, Inc.
158 North Glasse I -St.

Orange, California
Leason F Pomeroy
architect

r

1. All glass windows and glass doors at street level shall be glazed with i
"clear "glass

2. Height of new buildings shall not exceed the height of 28 feet. 5°� of the roof area can exceed 28 feet in height Applies to Buildings 2, 3, and 4.

3. Provide London Plane street trees at 30 to 40 feet on center in 5 foot square tree grates

4. Elevator shall be of a size to satisfy "gurney" requirements

5. All habitable public spaces on the first level shall be and are accessible

6. No public restrooms shall be provided

7. The location of the Fire Department Connection and related valves is with the final location approved by the Fire Department

8. All street frontages shall be retail uses at the first level. Ground level retail spaces shall have a minimum of 25 foot depth and an average of 14 feet in clear ceiling height. Store front walls shall be a minimum of 75% clear glass for the length of the wall. Applies to Buildings 2 and 3. 9, Parking is based on the area of the new uses in Buildings 2 and 3. g 41 8 spaces are provided. .ec

10. All new trees shall be a minimum of 24 inch square boxes

11. Planters between parking areas and the street. should have plant material maintained to screen vehicles at approximately 36 inches high

12. Key boxes anfd key switches (Knox devices) shall be provided where necessary to ensure that immediate access for firefighting, rescue and other emergencies purposes is possible

13. All existing lots are required to be combined

14. A Tentative Parcel Map application is required

15. A dedication is required at the northeast corner of Chapman and Atchison to accommodate a standard ADA compliant access ramp

16. Ground immediately adjacent to foundations shall have a minimum slope of 2% for impervious and 5% for pervious surfaces

17. Unused driveways shall be removed and reconstructed with full heitht curb

18. An addressing plan is required

19. A Sewer Capacity Analysis is required

20. A Drainage Assessment Letter is required

21. .Transportation System Improvement Program fees will be required

22. A dedicated fire service with backflow prevention is required P3 S 3 �M 0 1

PRESERVATION NOTES
Distinctive features, finishes and construction techniques or examples of craftsmanship that characterize the buildings shall be preserved and/or repaired/replaced in -kind.

Any deteriorated historic features shall be repaired rather than replaced. Where the severity of deterioration requires replacement of a character -defining feature, the new feature shall match the old in design, color, texture, and other visual qualities and, where possible, materials. Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence.

Chemical or physical treatments, if appropriate, shall be undertaken using the gentlest means possible. Treatments that cause damage to historic materials shall not be used. Heavily soiled brick will be gently cleaned using soapy water and natural bristle brushes and rinsed with clean water. After drying, the brick will be sealed with a transparent sealer that will protect it from graffiti, pollution, and weather. i F. -rict�
Streetscape Patterns
Existing Building 1 at P.L. where entry activity occurs Proposed Buildings 2 & 3 at P.L. where enntry activity occurs Parking Area
Accessible access routes
Plan provides open access to all public areas from
handicapped stall - see Site Plan
Drive Aisles
Drive Aisle two way per City Std 17.34 Figure 17.34.110.A standatd 25 foot back-up space/drive aisle
Driveways
Driveways per City Standard (Type 1) Plain No. 115
two new driveways (curb cuts). Plan indicates removing and rebuilding sidewalk and curb at all nine (% existing driveways Driveways across street
Same Standard
Driveways adjacent to site
Same Standard
Drop-off Areas
No Drop-off area proposed at this time
Loading Zones
Standard 10 x 40 ft. loading zone proposted off of Atechison in onsite parking area
Location and Dimension Driveways, Streets
See Dimensioned Site Plan for this information
Parking Spaces r
Two (2) handicapped spaces(including o ne (1) van space) Pedestrian Walkways
Throughout the project to include major east - west paseo Street Dimensions
See Site Plan for this information
Utility Meters/Transformers
Existing - all to be upgraded with new transformer location Proposed - see Site Plan for new transformer
Parking Information
Existing Building Area - ;10,117 sf Parking Provided 0
Proposed Building Area - 15,105 sf
Added (N) Building Area 4,988 sf Parking Required 20,
Proposed/Two handicapped parking spaces 2 `
Parking Spaces Short 18
Options to make-up18short parking spaces

1.) Pay parking fee to City Parking Fund

2.) Trade for permanent "paseo" easement

3.) Provide spaces with shared parking agreement within required walking distance
Property Lines
See Site/First Floor Plan for Lot Lines (may requre consolidation) Proposed Density
See question above - "Density" FAR - .50
Public ROW Improvements
Driveways - Close (E) and add (N) per City Stds. See Site Plan Sidewalks -To remain (remove/replace and patch as required) Water Meters - All water meters to be new
Utility Boxes - All utility boxes to be new
Fire Hydrants - Existing Hydrants to remain see `ire Master Plan no additional fire hydrants are anticipated
Street Lights -All Street Lights to remain New on Atchison Traffic Control Devices - No (N) devices proposer)
Public Transportation Stops - No Transportation Stops proposed Site Information
Address - 401 West Chapman Avenue
Assessor's Parcel Number - Parcel 1; APN 039-071-03
Parcel 2:: APN 039-171-12
Existing Entitlements - none to my knowledge
Lot Number - Lot 8 and the North 45 feet of Lot 9 and Lots 10, 11, and 12 and the South 5 feet of Loit 9 all in Block B
Tract Number - Halladay Traict, City of Orange
Trash EnctQsutes
One open trash enclosure with six 3 CY bins I'
Zoning Designation
Existing -see Question "General Plan and Landl Use Designation" Proposed - same designation OTMU - 15
PROJECT INFORMATION (from "Plan Submittal Requirements" Building Core Information
Construction Type
VB
Occupancy Type
A-2 and S-2
Existing to remain (E)
un-reinforced masonry and wood
New (N)
Wood frame and CMU
Contact Information
Name
Leason F Pomeroy III
Mailing Address
150 N. Glassell St. , suite 201
Orange, CA 92866
Telephone Number
(714) 771-8400
E-Mail Address
[email protected]
Density
Existing
10,117 sf/30,300 sf = 33%
Proposed
15,105 sf/30,300 sf = 50%
Easements
Existing
To my knowledge there are none
Proposed
To my knowledge there are none
Fences and Walls
Proposed north P.L. -
six feet CMU fence / one hr. bldg. wall
east P.L. -
none
south P.L. -
six (6) feet 3 feet plaster / 3 feet glass
west P.L. -
six (6) feet 3 feet plaster / 3 feet glass
and six (6) feet steel pickets and gate
Fire Department
Sprinkled Buildings
(E) Building 1 and (N) Buildings 2 & 3 - (NFPA -13) yes E Building 4 (374 sf) and (N) Building 5 (416 sf) - no
Y
(N) canopy at Buildings
__J
1 and 5
Floor Area
Proposed
Building 1(Hist)
First Floor 5,000 sf
Addition (restrooms) 1,330 sf
6,330 sf
Mezzanine (new) 375 sf
6,705 sf
Building 2 (New)
First Floor (Commercial/Retail) 3,470 sf
Building 3 (New)
First Floor (Commercial/Retail) 4,140 sf
Building 4 (Hist)
First Floor (Commercial/Retail) 374 sf
Building 5 (New)
First Floor (Storage) 416 sf
Tota! Floor Area all Proposed Buildings 15,105 sf
Existing
Buildings to remain and be rehabilitated
Building 1(Hist)
First Floor 5,000 sf
Building 4 (Hist)
First Floor 374 sf
5,374 sf
Buildings to be demolished -
Building 1(Hist)
Mezzanine 191 sf
Additions and Shed structures 4,552 sf
4,743 sf
Total Floor Area all
Existing Buildings 10,117 sf
General Land Use Designation
Existing
OTMIX -15
Proposed
OTMIX -15
Label type of construction, size, use, height, and roof See Site/Floor Plans and Sections for this information
Landscape Areas including hardscape and paving
Landscaped areas (softscape) 2,727 sf - 9%
Hardscape areas (walks and courtyards) 8,484 sf - 28%
Paving (vehicle drive and parking areas) 4,242 sf - 14% Proposed building Total First Floor Areas 14,730 sf - 49% Total Site Area 30,300 sf -100%
Land Use
Existing Commercial/Storage
Proposed (Mixed Use) Commercial Retail/Storage
Lot Size
Existing 30,300 sf
Proposed (same) 30,300 sf
Old Towne Protects
Architectural Style
Existing Historic Buildings - 1921 Brick Commercial
Proposed New Buildings - 2021 similar to (E) Historic
Building Alignment
Existing and New on P.L. - align (same -no setbacks)
Bulk and Mass
New references Existing in height, width and mass
Number of Stories
New -1 story / Existing - one story with mezzanine
Roof Form and Height
New Buildings 2 & 3 have roofs similar to Hist. Building 1 with exposed truss roof structures
New Building 5 has flat roof matching Addition to Bldg 1 FREE-STANDING NON-CONTRIBUTING SHEDS OF 5,189 Sr- PROPOSED TO BE DEMOLISHED.
• THE USE -THE SITE IS CURRENTLY OCCUPIED BY A MIX OF USES TO

INCLUDE ANTIQUE SALES AND STORAGE OF CONSTRUCTION
EQUIPMENT AND MATERIALS.
• ARCHITECTURE -THERE ARE TWO (2) EXISTING ARCHITECTURAL STYLES (BUILDINGS TO BE REHABILATED) ON THE SITE. HISTORIC BUILDING 1 IS A SIMPLE BOX SHAPE, FLAT WALLS WITH LARGE CLASS

FACADE ON THE FRONTAGE AND SOLID MASS ON THE OTHER WALLS

WITH A PARATET (FLAT APPEARING) ROOF CONTAINING A GLASS CLEARSTORY. HISTORIC BUILDING 2 IS A VERY SMALL SIMPLE
PLASTER BOX WITH A "MISSION INFLUENCED" FAgADE - RELATING

DIRECTLY TO THE DEPOT ACROSS ATCHESON STREET- WITH AN
EXPOSED SLOPING SHEET METAL ROOF. THE BALANCE OF THE

STRUCTURES ON THE SITE COMPRIZE ADDITIONS AND SHEDS OF
PLASTER AND WOOD WITH "UTILITY" CHARACTER OF NO
REDEEMING ARCHITECTURAL STYLE.
• MATERIALS -THE EXISTING BUILDINGS HAVE A VARIETY OF EXPOSED

MATERIALS INCLUDING FACE BRICK, COMMON RED BRICK, PLASTER, WOOD, GLASS, PRE -CAST CONCRETE, AND SHEET METAL. THE
PAVING IS A MIX OF ASPHALTIC MATERIALS AND CONCRETE.
• COLORS- HISTORIC BUILDING 1 HAS A MAJORITY OF LIGHT

GRAY/WHITE FACE BRICK, RED COMMON BRICK, WITH BLACK
PAINTED SHEET METAL AND WOOD TRIM. HISTORIC BUILDING 2 IS A

MEDIUM GRAY PLASTER AND EXPOSED MEDIUM GRAY SHEET
METTAL ROOF.
• TOPOGRAPHY -THE SITE IS BASICALLY FLAT.
• SCENIC VIEWS -THE SITE HAS NO SCENIC VIEWS OTHER THAN VIEWS OF MEMORIAL PARK LANDSCAPE TO THE WEST.
• SOILS -THE SOIL IS SANDY WITH COBBLES HAVING A PRECULATION RATE OF 0.33 INCHES PER HOUR AT A DEPTH OF 39 FEET.
• NATIVE LANDSCAPING/TREES-THE SITE CONTAINS LITTLE OR NO

EXISTING LANDSCAPING TO BE RETAINED OTHER THAN A LARGE PINE

TREE LOCATED AT THE EXTREME NORTH-EAST CORNER OF THE SITE WHiCH SUFFERED FROM A FIRE IN THE PAST, HAS BEEN POORLY

MAINTAINED AND TRIMMED, AND IS PLANNED TO BE REMOVED

ALONG WITH THE NON-CONTRIBUTING STRUCTURES

3. DESCRIBE THE SURROUNDING PROPERTIES, INCLUDING THE TYPE OF LAND USE, INTENSITY OF LAND USE, AND SCALE OF DEVELOPMENT.
• NEIGHBORING LAND USES -THE NEIGHBORING LAND USES ARE A

MIX AND ARE IN THE TRANSITION FROM INDUSTRIAL/AUTO USES TO

A MIX OF USES INCLUDING COMMERCIAL (RESTAURANTS/RETAIL), RESIDENTIAL, AND INSTIRUTIONAL (UNIVERSITY USES).
• INTENSITY -THERE IS NO INTENSITY OF USE ON THE PRIVATELY OWNED PROPERTIES. THE ONLY INTENSE USE OF LAND IN THE

NEIGHBORHOOD IS AFFORDED BY THE UNIVERSITY WHICH SEEMS TO BE INCREASING.
• SCALE -IT WOULD APPEAR THAT THE MAJORITY OF THE EXISTING

NEIGHBORHOOD USES OF THE PRIVATE LAND ARE UNDER
DEVELOPED REGARDING SCALE. MOST BUILDINGS ARE ONE STORY

AND ZONING ALLOWS TWO STORIES THUS MORE SCALE MAY BE
COMING IN THE FUTURE.

4. EXPLAIN ANY UNIQUE CONDITIONS ON THE SITE SUCH AS LOCATION, SHAPE AND/OR TOPOGRAPHY.
• UNIQUE CONDITIONS -THE SITE IS UNIQUE IN THAT IT CONTAINS TWO (2) HISTORIC BUILDINGS (TO BE REHABILITATED) AND ITS'

LOCATION BEING ACROSS ATCHESON STREET FROM MEMORIAL

PARK AND THE MULTI -MODAL STATION (TRAIN STATION) AND IS

NEAR THE NEW PUBLIC PARKING STRUCTURE AND THE PLAZA
DISTRICT.

5. EXPLAIN ANY PHASING OF THE PROJECT
• PROJECT PHASING -IT IS NOT ANTICIPATED AT THIS TIME THAT THE CONSTRUCTION OF THE PROJECT WOULD BE PHASED.

6. ALCOHOL BEVERAGE CONTROL (ABC)
• APPLICATION -AN (ABC) APPLICATION IS NOT PART OF THIS APPLICATION, BUT EVENTUALLY WILL BE REQUIRED.

REQUIRED SUBMITTAL ITEMS (FROM "Plan Submittal Requirements"

PROJECT SCOPE AND ARCHITECTURAL DESIGN CONCEPT

1. SCOPE -THE PROPOSED PROJECT INCLUDES THE REHABILITATION OF TWO (2) HISTORIC BUILDINGS AND THE REPLACEMENT OF AN EXISTING ADDITION TO HISTORIC BUILDING 1. THE NEW ADDITION IS IN ARCHITECTURAL CONTRAST TO HISTORIC BUILDING 1. IT ALSO INCLUDES

THE DEMOLITION OF ALL EXISTING ADDITIONS AND FREE-STANDING NON- CONTRIBUTING STRUCTURES, THE CONSTRUCTION OF TWO (2) NEW

INDUSTRIAL APPEARING (COMMERCIAL/RETAIL) BUILDINGS AND A NEW STORAGE BUILDING MATCHING THE DESIGN OF THE BUILDING 1
ADDITION..

2. ARCHITECTURAL DESIGN CONCEPT -THE TWO (2) EXISTING HISTORIC

BUILDINGS ARE TO BE REHABILATED PER THE SECRETARY OF THE INTERIOR (SOI) STANDARDS FOR THE REHABILITATION OF HISTORIC BUILDINGS. THE TWO (2) NEW PROPOSED BUILDINGS ARE DESIGNED TO RESPOND TO THE

SCALE AND MASS OF THE EXISTING HISTORIC BUILDINGS AS WELL AS

REFERENCING MATERIALS AND DESIGN ELEMENTS FOUND IN THE HISTORIC

BUILDINGS WHILE PROVIDING A DIFFERENTIATION IN STYLE PER SOI STANDARD NO. 3. THE TWO NEW BUILDINGS ARE DESIGNED WITH THE INTENTION OF THEiR ARCHITECTURAL STYLE BEING OF THE PRESENT TIME WHiLE REFEREENCING THE HISTORIC BUILDING 1. THE TWO NEW

BUILDINGS USE THEIR SYMETRICAL NEGATIVE SPACE TO FOCUS ON THE

UNIQUE SMALLER HISTORIC BUILDING OF A COMPLETELY DIFFERENT STYLE (MEDITERRANEAN REVIVAL) WHICH IS RELATED TO THE MOST RECENT DEPOT BUILDING DESIGN. Per Douglas Westfal)

IT IS THE PRIMARY INTENT OF THE DESIGN TO CELEBRATE THE REHABILITATED HISTORIC BUILDINGS (1920c) WITH THE DESIGN OF THE

NEW BUILDINGS USING RELATED HISTORIC MATERIALS, SCALE AND MASS,

WHILE BEING OF THEIR OWN TIME
I E 2 021c .THE ARCHITECTURE OF THE
NEW BUILDINGS RELATES TO THE "INDUSTRIAL" BOX FORMS OF HISTORIC BUILDING 1 AS WELL AS TO MANY OF THE EXISTING HISTORIC BUILDLINGS IN THE NEIGHBORHOOD.

LETTER OF EXPLANATION/JUSTIFICATION

1. TYPE OF BUSIINESS, USES, HOURS OF OPERATION, VEHICLES OWNED,

NUMBER OF EMPLOYEES, TYPE OF MATERIALS HANDLED, HISTORY OF BUSINESS.
• TYPE OF BUSINESS -THE TWO (2) HISTORIC BUILDINGS WILL HOUSE FOOD SERVICE USES. THE LARGER BUILDING (HISTORIC BUILDING 1)

WILL HOUSE A LARGE SIT-DOWN RESTAURANT AND BAR TO INCLUDE OUTDOOR DINING. THE SMALLER HISTORIC BUILDING (HISTORIC BUILDING 4) WILL PROVIDE QUICK "GRAB AND GO" FOOD FOR

PERSONS USING THE VARIOUS MODES OF TRAVEL AT THE NEARBY TRANSPORTATION CENTER.
• USES - IN ADDITION TO THE TWO HISTORIC BUILDINGS, THE PLAN INCLUDES TWO ADDITIONAL NEW BUILDINGS (BUILDINGS 2 AND 3) DESIGNED TO HOUSE COMMERCIAL/RETAIL USES. A NEW BUILDING 5 WILL BE STRICTLY STORAGE iN SUPPORT OF HISTORIC BUILDING 1. • HOURS OF OPERATION -THE RESTAURANT USES WILL BE OPEN FOR LUNCH AND DINNER (SAY 10:00 AM -10:00 PM). THE

COMMERCIAL/RETAIL USES WILL OPERATE DURING NORMAL
BUSINESS HOURS (SAY 9:00 AM - 7:00 PM).
• VEHICLES OWNED - IT iS NOT ANTICIPATED THAT COMPANY OWNED VEHICLES WILL BE PARKED ON THE SITE.
• NUMBER OF EMPLOYEES - IT IS ANTICIPATED THAT THE LARGE RESTAURANT (HISTORIC BUILDING 1) WOULD HAVE APPROXIMATELY TWENTY (20) EMPLOYEES DURING NORMAL OPERATING HOURS.

HISTORIC BUILDING 2 WOULD HAVE TWO (2) EMPLOYEES AND
DEPENDING ON THE ACTUAL USES IN THE TWO (2)
COMMERCIAL/RETAIL SPACES IN THE NEW BUILDING 2 AND 3, EACH WOULD HAVE THREE (3) TO SAY TEN (10) EMPLOYEES DEPENDING ON THE USE.
• TYPES OF MATERIALS HANDLED -THE RESTAURANT USES WOULD HANDLE FROZEN AND FRESH/DRY FOOD PRODUCTS. IT IS NOT
KNOWN AT THIS TIME WHAT THE ACTUAL USES WiLL BE IN THE TWO (2) NEW BUILDINGS, THEREFORE THE MATERIALS HANDLED IN EACH ARE NOT KNOWN UNTIL LEASES ARE SIGNED.
• HISTORY OF BUSINESS -A RESTAURANT TENANT HAS BEEN
IDENTIFIED FOR HISTORIC BUILDING 1. THE TENANT HAS BEEN IN BUSINESS FOR APPROXIMATELY TWENTY (20) YEARS AND HAS TWO

OTHER VERY SUCCESSFUL LOCATIONS IN PROPERTIES OWNED BY THE APPLICANT.

2. DESCRIBE PHYSICAL CHARACTERISTICS OF THE PROPERTY INCLUDING ANY

EXISTING STRUCTURES ON THE SITE, THE USE, THE ARCHITECTURE,

MATERIALS, COLORS, TOPOGRAPHY, SCENIC VISTAS, SOILS, MATURE LANDSCAPING/TREES.
• PHYSICAL CHARACTERISTICS OF THE SITE -THE SITE IS CURRENTLY

OCCUPIED BY A MIX OF LARGE LOW -END ANTIQUE ARTICLE SALES LOCATED IN THE HISTORIC BUILDING 1 AND THE ADJACENT FENCED YARD ALONG CHAPMAN AVENUE FRONTAGE. THE BALANCE OF THE

SITE IS A MIX OF OPEN YARD STORAGE (CONSTRUCTION MATERIALS)

AND ODD SHED STRUCTURES ALL ENCLOSED WITHIN AN OPAQUE
CHAIN LINK FENCE.
• EXISTING STRUCTURES -THE SITE CONTAINS TWO (2) HISTORIC BUILDINGS. HISTORIC BUILDING 1 IS A 5,000 SF ONE STORY BRICK BUILDING (POORLY REINFORCED) WITH A 191 SF MEZZAAINE. PER Douglas Westfall's "A TOUR OF OLD TOWNE ORANGE" THIS
BUILDING IS LISTED AS "1920c brick commercial". THE SECOND HISTORIC BUILDING, HISTORIC BUILDING 2, IS A SMALL 374 SF ONE STORY BUILDING, "1924c mission influenced" ALSO LISTED. THE

BALANCE OF THE EXISTING STRUCTURES INCLUDE ADDITIONS AND Members of the Design Review Committee
City of Orange
300 East Chapman Avenue
Orange, Californ is 92866
Re: "Old Towne Gateway" 401 West Chapman Avenue
Dear Committee Members:

The purpose of this letter is to provide you with a more thorough response to your comments at the "Preliminary" DRC meeting held on October 20, 2020, where aface to face presentation over a scale model of the project was not possible due to COVID 19.

In recounting your comments, found in the recordings of the October 20 meeting, it is apparent that much of the proposed project is preliminarily acceptable to you with several additional design suggestions. However, the comments clearly state that the proposed new Building 4 design is unacceptable to you. Some members thought that the design eras good and responsible, but that even if good, it is not appropriate to be built on this site. I believe tfat a comment was made something like "we like the design but that building will not be built on this sit'" .

Our recent experience with the DRC on a much smaller) projec has resulted in our inability to achieve our development goals causing a reduction of scale and chvng( in use at the host site of a small historic building. That result and the clear message we received from Sour committee on this project through the "Preliminary" review has caused us to revaluate our development program for this project.

It is clear that the design of Building 4, which we felt most appropriate for the site and the City with the interjection of a contrasting contemporary element in the historic fabric, cannot be approved by the committee. If we continue to pursue the design that satisfies cur development program and which we feel most appropriate, this project would end up with a similarresult as that of the recent smaller one.

Therefore we have revised the program and thus the site desigi to eliminate the two story mixed -use office/commercial building (Building 4) and add in its' place two small brick industrial appearing buildings of similar design to that of the adjacent historic buildng. Our interpretation of your comments made at the October 20, "Preliminary" meeting have led us to'his compromise.

This revised site design does satisfy one of the issues brought LP by the Planning staff which suggested that the Building 4 infringed on the second small historic buildilg leaving it hidden on the site. This plan celebrates the second small historic building by organizing the.wo new small brick buildings around the small historic building, making it a focal point in the plan.

We trust that these changes to the program and the plan will meet with your approval.

Sincerely,
LP3 architecture, Inc.

Leason F Pomroy III, FAIA
OLD TOWN GATEWAY Letter of ex0ana`ion/justification 08-16-21 This description of the "Old Towne Gateway" project is based on a redesign of the project following the Preliminary Design Review Committee meeting of October 21, 2020 and two (2) separate submittals to the SMART committee.

This 30,300 square foot site is built out with two contributing historic Buildings 1 and 4, and four non- contributing shed structures to be demolished including a plaster box addition to Building 1.

The site is within the Depot District Plan. This proposal will bring commercial/retail uses to the site which has historically been commercial/retail and industrial.

We propose to demolish the non-contributing structures, reha)ilitate the contributing historic Buildings 1 and 4 and construct a new addition to Building 1(similar to teat which is to be demolished). Build two new Buildings 2 and 3 to house commercial/retail uses, (most ikely food service) and build a simple storage building to support Historic Building 1, and a shade elment at the overflow outdoor dining area The site is surrounded by commercial/industrial uses and builcngs, and is in the proximity of the rail depot. The surrounding buildings are primarily tilt -up concrett plaster, and brick which'are all simple box forms with the exception of Historic Building 4 which relats in style to the nearby train depot..

There are no significant negative sunlight or privacy impacts of any neighbor property posed by this project.

The design concept (image) is proposed to preserve the existing contributing historic buildings with commercial/retail uses while contrasting the addition to Historic Building 1 and its' supporting storage building 5. The other new buildings, 2 and 3 shall provide an iriage much like that of the Historic Building 1. In an attempt to satisfy the historic guidelines and :he DRC, I have proposed to utilize similar box forms in brick for the two new structures and relate directY with brick walls and truss roofs to Historic Building 1. This concept will provide a commonality inbuilding materials and form as suggested in the Preliminary DRC meeting. The concept will also focus and bring attention to the very small Historic Building 4 with its contrasting style.

The unique characteristics of this project's location - adjacent is "Memorial Park" and the depot, being located on Chapman Avenue a main spoke to the Old Town Plzn, and having two contributing Historic buildings on the site, provide the opportunity to create a true gateway project to Historic Orange. And by being basically within just a few feet of the new parking stricture convenient parking will be provided for customers while a "paseo" or direct path througf the site will provide pedestrians a direct access from the Depot and the site to the Plaza area.

Leason F Pomeroy III, FAIA
Architect/Owner

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EXISTING SITE

DEMOLITION PLAN
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Tbo projsat tll�rrll cA imlt sglr�omoe and f�a ialnaeod lit a % t plans and exhibits labeled -including any modify by sand of a paoval, and as approved by the City Council. Any future expansion in area or in the nature and 1,
operation of dw use aMoved by Major Site Plan Review No. 1013•-20 and Design Review No. 5011-20 shall require an application for a new or anted Site Plan Review.

Except as otherwise provided herein, this project is approved as a precise plant. After any application has been approved, if changes are proposed regarding the location or alteration of airy use or structure, a changed plan nay be submitted to the Community Development Director flu approval. U the Community Development Director determines that the proposed change complies with the provisions and the spirit and intent 2"
of the approval ads and thatthe action would have been the same for the changedplan as forthe approvedplan, the Community Development Director may approve the changed plan without requiring a new public hearing, Should the modifications be considered substantial, the modifications shall be reviewed and approved by the Planning Commission and/or Design Review Committee.

These conditions shall be reprinted on the second page of the construction documents when submitted to the Building Division for the plan 3 check process.

The applicant agrees to indemnify, hold harroless, and defend the City, its officers, agents and employees from any and all liability or claims

4. that may be brought against the City arising out of its approval ofthis permits, save and except that caused by the City's active negligence, The City shall promptly notify the applicant of any such claim, action, or proceedings and shall cooperate fully in the defense.

Major Site Plan Review No. 1013 20 and Design Review No. 5011-20 shall become void if not vested within two years from the date of 5 approval. Time extensions may be granted for up to one year, pursuant to OMC Section 17.08.060.

6. Building permits shall be obtained for all construction work, as required by the City of Orange, Community Development Department's Building Division. Failure to obtain the required building permits may be cause for revocation of this entitlement.

Prior to issuance of building permits for the project, the applicant shall pay all applicable devehVine nt fees including but not limited to: City

7. sewer connection, Orange County Sanitation District Connection Fee, Transportation System Improvement Program, Fire Facility, Police Facility, Park Acquisition, Sanitation District, and School District, as required The project approval includes certain fees and/or other exactions. Pursuant to Government Code Section 66020, these conditions constitute written notice of the fees and/or exactions. The applicant is hereby notified that the ninety (90) day protest period commencing from the date - 8 of approval of the project has begun. If the applicant fails to file a protest regarding these conditions or requirements, the appiibaht is legally barred from later challenging such exactions per Government Code Section 66020. in conjunction whir the operation of the project, the property owner shall be responsible for maintaining the property to a level deemed 9,
adequate by the Community Development Director or designee. This includes, fait is not limited to, the buildings, landscaping, recreational facilities, trash areas, signage, utilities, wails, fences, gates, and parking areas- h 11 ,
�' 'P^"'y `a+i::.:� y. 2.3c yy i li•(' Nj yt7iS=i.;g w"M'} �+"�L" :-r.LL �+:xi'• .--`w�,..,- a+J,•2^Yt �K�.Y3:..`ia�-.Y..G..r'3....��...-> 5....,...>. o. >d'

10. To be determined. :..,.,
-•.�--_ s� - y=dt�.c•."• � .�, � •�-a� .�,�,:ui �: fir �?,'`�- c� � � ii °z� � h('�ay2. ,:; ..�., y . .- a . •9Y+i.'.laR '.\,�.•:t'.- w..-�..«.5tr'�;::+:.:. aeLi.rt.+x......: c,.... I.fw..:{{�.. r-v L+,.:. �-�-+...2i'_E.`..>':.i.. K3.: ±�L .. _. .._w .va. ..if'.. •.. .. 1 Y. Prior to issuance of a Certificate of Occupancy, all landscaping impmvements shall be completed according to the approved plans and to the satisfaction of the Commiu ityDevelopment Director and the Community Services Director_ 12 All gape areas shalt be maintained in neat and healthy condition. Should any plant material die, time property owner/operator shall replace it with new healthy plant material to match the approved lie plans, 13, Prior to building permit issuance, final landscaping plans for the project shall be designed to comply with the City's Water Efficient Landscape Guidelines as described in Section YX et al ofthe City of Orange Landscape Standards and Specifications.

14. Prior to building permit issuance, City required irrigation and Iandscape inspection notes shall be placed on the final landscape plan, to the satisfaction of the Community Services Director.

15. Prior to building permit issuance, final landscape plans for the project shall include landscape area calculations requited for State -mandated landscape water use reporting.

Y• '��K� ,
^�'�' •�K.a .'iwf+�',..Y3 %ibc, rml.�+.a'>t..:'-1i `..+<x J�. .mv&'�'3RLiT:$...:��`�.,Sx'�C� I6. Plans submitted for Building Plan Review shall comply with the California Fire Code as amended by the City and as frequently amended and Butt Permit
in effect at the time of appticatim for ding NOM -a
11 OWN, NINE
Plans submitted + plan check shall show that the x ummurn separation requirements are :td and that each of the various designer's plan 49,
sets match. The rutWican fs consultant preparing the improvement and utility plans shall coordinate their plans with the eansultanis preparing the landscape, architectural, surface water quality management, fire master and/or fire suppression plans so that their designs are consistent.

At least fourteens calendar days prior to commencing construction, the applieatres civil engineer shall prepare and provide product material 50,
subinittals consisrbent: with the water improvement plans for all proposed public water system facilities to the Water Division per the City of Orange Gcoand'Water Construction Notes for review and approval.

51. Prior to issuance of certifcaw of occupancy, the applicant shall furnish and install individual pressure regulators on new services where the incoming pressture exceeds eighty -pounds per square inch. :EE1.ri£v .',:L,"'2` PA=.%S+i+' - "iV. S 5r -- - 5 'h'� �• ''e'i' ti 1' - ,�.'f, i:+.:...` - +`�•.''aF,'P '''y '" � �� vi�.s' y^7"{r* +i sir' y .0 ' �`{. f� �'' 7$`.. - � "f,�?r�.Ffi4 f b X `�%,�
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Prior to the issuance of any grading permits the applicant shall submit a Priority Project Water Quality Management Plan (WQMP) for review and approval to the Public Works Department that:
a) Priiodtiz�s the use of Low Impact Development principles as follows: preserves natural features; minimizes runoff and reduces impen+icius surfaces; andutilizes infiltration of runoff as the method of pollutant treatment. infiltration BMPs to be considered include the use cif permeable materials such as concrete and concrete pavers, infiltration trenches, infiltration planters, and other infiltration BMPs as, applicable,
b) Incorpor-atm the applicable Site Design, Routine Source, Structural Control and Low Impact BMPs as defined in the Model Water Quality Management Plan and Technical Guidance Document, c) Maintains the hydrologic characteristics ofthe site by matching time of concentration, runoff, velocity, volume and hydrograph for a 2- year storm event,
d) bfinimizes the potential increase in downstream erosion and avoids downstream impacts to physical structures, aquatic and riparian habitat,
e) Generall,y describes the long-term operation and maintenance requirements for structural and Treatment Control BMPs, f) Ident%6iet the entity or employees that will be responsible for Iong-term operation, maintenance, repair and or replacement of the structural and Treatment Control BMPs and the training Heat qualifies them to operate and maintain. the BMPs, g) Describes the mechanism for funding the long-term operation and maintenance of all structural and Treatment Control BMPs, h) Includes a copy of the forms to be used in conducting maintenance and inspection activities, i) Meets record -ping requirements (forms to be kept for 5 years). - D Includes a copy ofthe form to he submitted annually by the project owner to the Public Works Departmentthat certifies that the projii tws I structur§I and treatment BMPs are being inspected and maintained in accordance with the project's WQMP.

Prior to the issuance of certificates foz use of occupancy, the applicant shall demonstrate the following to the Public Works Department:
a) That all structural and treatment control best management practices (AMPS) described in the Project WQMP have been constructed and

53. installed in conformance with the approved plans and specifications, b) That the applicant is prepared to implement all non -'structural BMPs described in the Project WQMP, c) That an adequate number of copies of the project's approved final Project WQMP are available for the future occupiers.

Prior to the issuance of certificates for use of occupancy or final signeff by the Public Works Department, the applicant shall demonstrate to the satisfaction ofPablic Works, that the preparer of the WQMP has reviewed the BMP maintenance requirements in Section V of the WQMP with S4.
the responsible person and that a copy of the WQMP has been provided to that person. A certification letter fora the WQMP preparer may be used to satisfy this condition. _
Prior to issuance, of building permits, the applicant shall review the approved Water Quality Management Plan (WQMP) and grading plan to 55,
entire the structure's downspouts or drainage outlet locations are consistent with those documents. Copies of the building or architectural plans specifically shoving the downspouts and drainage outlets shall be submitted to the Public Works Department for review_ BMPs at th e frequency s riser in the a ved
im development Ply
a Y ireahniea t and low �l pe
The project maintain at strut P t shall !oral, pant
I Plb.icarn

56. ..lines for the notify ty n'
' e of Oran C P9r13.E£
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t responsibilities site the a scan g
WQMP. Upon transfer of ownership or management ponsi lsro-legit pp Works Departiamt of the new person(s) or entity responsible for maintenance of the BMPs, Prior to City ainrovai of the landscape plans, the applicant shall review the approved Water Quality Management Plan and ensure the proposed

57. landscape plans are consistent with the project grading plans. The plans must show any proposed storm water treatment Best Management Practices (BWq such as bioretend_ planters, dryweds, permeable pavers, or any other proposed surface water quality BMPs.

17. To be
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19. The find pawl Map shall be Sled and recorded prior to i uMics iEa a of a budding permit for the development.

A11 works within public right-4-way seidpublic utility easements require Encroachment Permits, including sidewalk and driveway constructions

20. and utility main and lateral eonstruniiotts.

Building Conditions and Design Criteria
All public infrastructures, including street sections, sidewalk, driveway apron, and utilities shall comply with City of Orange Standard Plan` "

21. and Specifications.
* CITY OF ORANGE
New utilities serving the development, such as electric, cable television, street lighting and communication shall be installed underground, <
� �•• Building Division
'

22. completed and approved by appropriate utility provider prior to issuance of a Certificate of Occupancy. .► 300 E Chapman Avenue, Orange CA 92866
Office: 714-744-7200 Fax: 714-744-7245
website: wmrduE.cityofarange omit
The comer access ramp at the northeast comer of W. Chapman Avenue and Atchison Street shall be constructed in conformance with Public

23. Works Engineering Standard Plan No. 121 prior to issuance of a Certificate of Occupancy.

Unused driveway approaches shall be removed and restored to full height curb and gutter, including any sidewalk restoration at the driveway 24 The City off Orange has adopted the series of Codes:
apron prior to issuance of a Certificate of Occupancy.

New driveway aprons shall be constructed in conformance with Public Works Standard Plan No. 115 and 116 for commercial driveway with

25. ➢ 2019 CrAlifornia Building Code (CBC), which is based on the 2018 International Building Code ADA accessibility prior too issuance of a Certificate of Occupancy. (IBC) p ed by fee International Coda Council (ICC}.

Any cracked, uneven, or damaged public sidewalk, curb, and gutter along the property frontage shall he repairedprior to issuance of a Certificate ➢ 2019 Caaliforriia Residential Code {CRC}, which is based an the 2r�18 international aHfb* dents
26,
ofOccupanary.

Residerntial Code (IRC) published by the International Code Council (ICC), Sanitary sewer system connecting from the buildings to public mainline shall be private and maintained by the property owner.

27. ➢ 2019 G.ai'lfornia Electrical Code (CEC), which is based on the 2017 National Electrical Code (NEC) Ppublished by the National Fire Protection Association (NFPA).

The applicant shall submit a grading plan in compliance with city standards for review and approval by the Public Works Director. All grading and improvements on the subject property shall be made in accordance with the Manual of Grading and Standard Plans and Specifications to ➢ 2019 Cr:allfornia Mechanical Code (CIVIC), which is based on the 2018 Uniform Mechanical

28. the satisfaction of the Public Works Director. The applicant may be required to include Phased Erosion and Sediment Control Plans, Site Code (tUMC) published by the International Association of Plumbing and Mechanical Officials Demolition Plan, and Utility Plan as parts of the grading plan. (IAPM0).

The contractor shall obtain a Grading Permit from Public Works Department prior to start of any site demolition, clearing and grubbing, and ➢ 2019 Ctali'fornia Plumbing Code (CPC), which is based on the 2018 Uniform Plumbing 29•
grading.

Code VUPC) published by the International Association of Plumbing and Mechanical Officials; (IAPMO).

Any soil imported. or exported shall require a Transportation Permit from Public Works Traffic Division. An approval by the City Council is

30. required prior to import or export of soil exceeding 30,000 cubic yards. A dirt haul mute shall be approved by the City Council and the travel ➢ 2019 California Energy Code (CEC), Which is written by the California Energy Commission path is subjected to pavement deterioration evaluation per Orange Municipal Code 10.67.030(B). (CEC), and published by the California Building Standards Commission.

Upon submittal of grading play forpian check, the applicant shall pay a deposit W cover plan check and inspection services related to the grading ! ➢ 2019 Ca'q, lifornia Fire Code (CFC), which is based on the 2018 International Fire Code (IFC) 31 activities as specified in the City's Master Schedule of Fees. published by the International Code Connell {ICC).
➢ 2019 California Green Building Standards Code (CGBSC), published by the California The grading plan shall include the following:

Building Standards Commission.
® Detail of all ofthe locations where retaining walls will be constructed. Geometric detail of retaining walls shall be shown on the grading plan, including material type, dimensions, backfril, and subdrains. A building permit is also required for retaining walls over 4 fret in from the bottom of the footing to the top of the wall prior to cousrruction.Struchuai details and design calculations City of Orange is located in Seismic Design Category D. height measured
shall be submitted as a separate document and will be reviewed and permitted by City Building Division.

The ultimate wind speed is 96 mph; this can be verified with ASCE 7-16, chapter 26, 2019 CBC 32-
Creotecb»icaY report
Table 1609.3(1). Most areas of Orange can be classified as wind exposure category C. However, C Trash receptacle locations and details. The trash storage area shall be constructed per Public Works Standard Plan 409, - the design professional is responsible for justifying the exposure selected for the specific area of • All sewer and storm dram lines, Other utility lines, such as water lines, may also be shown on Grading Plan for reference. construction.
• All structural Best Management Practces (BMPs) for water quality purposes Water quality features shown on the Grading Plan must For additions and remodels, the soil hearing pressure is based on 1,500 pounds per square match Water Quality Management Plan
foot, unless a higher value is justified by a soils report. A 1!3 increase is allowed for wind/seismic.

Any grading outside of the owner's property boundary shall require the applicant to either obtain a temporary construction casements or

33. permission by adjacent property owners in a form suitable to the Public Works Director, For reiainirYg walls, lateral soil load is based on 2019 CBC table 1610.1. And lateral soli bearing The property owner shall maintain in good condition all on -site driveways where heavy-duty trucks would traveL

34. pressure Is; based on 100 pounds per square foot per foot below natural grade, unless a higher Prior to building foundation construction, a Certificate Letter of Line and Grade shall be submitted to Public Works Construction Inspector value is jus;tifted by a soils report. Without a soils report the coefficient of friction is 130 psf x

35. demonstratingthat the site grading and pad elevation are completed acccudingto the grading plain contact area of footing or 1 f2 DL whichever is less.

Prior to issuance of building permits, the applicant shall submit an address number request, including an addressing plan, to Public Works

36. The Climate Zone IS Zone 8.

Department for review and approval. _
The address number of each commercial building shall be illu rtmatcd during the hours of darkness so that it shall be easily visible from the street. The numerals in these munbers shall be no less than six inches in height and be of a color contrasting to the background. In addition, any Rainfall design is based on 2 inches of . ainfall per hour.

37. business which affords vehicular access to the rear through any driveway, alleyway or parking lot shall also display the same numbers on the rw ofdw b
Mi on 2019 CBC Table 1607.1.

Mlrt• roof loads is based
Px+o�ri& diesign data on the first sheen
0 Pun to busidhig Pe rillit b Na 9=1> the applicant shall submit improvement plans to the Water Division for review and approval for any new fire fire landscape services, and any other proposed iraWwwanr, ar relocad=Za affi=dng the pub Hc ( 39. I hydrants, domestic water services, services,
3 water syst m facilities.

Prior to issuance ofthe certificate of occupancy, the applicant shall be responsible for the installation ofnecessary fire hydrants anditre services

40. as approved by the Fire Department and Water Division.

Prior to building permit issuance, the Water Division shall approve the type and location of landscaping and fire service (backflow prevention)

41. device for proposed City services.

Prior to building permit issuance, construction documents shall show that a six foot minimum horizontal clearance and a one foot ntinimum

42. vertical clearance would be maintained between City water main, .laterals, services, meters, fire hydrants and all other utilities except sewer.

The Water Division shall review and approve the construction documents.

43. Prior to building permit issuance, construction documents shall show that an eight -foot minimum clearance is provided between City water laterals, services, meters, fire hydrants, signs, or trees or other substantial shrubs and plants as required by the Water Division. The Water mains,
Division shall review and approve the eonst'uction documents.

Prior to building permit issuance, construction documents shall show that permanent signs awning, surface water quality management features 44 or other strictures are ncrt built over water mains, laterals, services, meters, or fire hydrants as required by the Water Division Prior to building permit issuance for the first phase of work, the applicant shall be responsible for obtaining approval all of the necessary 45,
encroachment permits from affected agencies for all public water construction work.

Prior to approval of a water improvement plan, the applicant shall satisfy all water main connection, plan check, and inspections charges as

46. determined by the Water Division,
Prior to the issuance of any grading permit, the applicant shall construct all public and/or private improvements to the satisfaction ofthe Water in form amount acceptable

47. Division. The applicant may be required to enter into an agreement with the City of Orange, and post security a and to the City Engineer and/or Water Division to ensure construction of said improvements.

48. Plans submitted duringpian check shall show that the water improvementplatms are consistent with the fire suppression plans and or fire master The applicant's consultant preparing the water improvement plans shall coordinate their plans with the Consultant preparing the fire plan.
suppression plan and/or fire master plan so that their designs concur. a. Scope of works (Description of use)
b• (Occupancy groups
C. iType of construction
d• :Sprinkler Building
e, !Floor Area
f lHeight
g• INumber of Stories
h, iAllowable Floor Area
i. AAPN (Assessor parcel Number).

A complete plot plan showing: Lot dimension, yard setbacks, street name(s), north arrow, and easement.

DISABLEO ACCESS
a. Show (provide) the accessible new and existing parking (including van accessible parking) and reference detail of the standard accessible parking, path of travel to building and to public way, ramp and signage on the site plan. b. Show on the plan accessible restroom and the cross-reference of the standard accessible restroo n detail.

C. Provide accessible for cash register counter or reception desk d. Provide specifications for the door hardware to comply with disabled access requirements. (Lever type, push-pull, panic, etc)
e. Provide and detail tactile exit signage and locations.

EGRESS
a. Submit an exit plan that labels and clearly shows compliance with all required egress features such as, but not limited to, common path of travel, required number of exits, occupant load, required width, continuity, travel distance, etc. CBC 1001.1. it
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CONTROLLER:

RAINBIRD ESP-SMTe - SMART MODULAR CONTROL SYSTEM
HE STREAM SPRAYS:

RAINBIRD U-SERIES or HUNTER MP ROTATORS
DRIP SYSTEM:

RAINBIRD XFS SUB -SURFACE DRIPLINE

XERI-BUBBLER SPYK
SCALE:

XERI-BUG EMITTERS
XQ 1/4" DISTRIBUTION TUBING
DRAWN:

TREE BUBBLER:

RAINBIRD RWS
S.M.S.

VALVE:

RAINBIRD PEB
DATE:

XACZ-PRF SERIES

9.12.19 GATE VALVE:

NIBCO LINE SIZED GATE VALVE
DWG:

BACKFLOW:

FEBCO 825YA- 1"

LANDSCAPE
LATERAL LINE:

PVC SCH 40

LEGAND & IMAGES
MAINLINE:

PVC SCH 40 (1"-1.5") OR PVC CLASS 315 (2" +)
SHEET NO.

LA- 1. 1

-- - - -- -- -- -- -
T

EXIT EXR - - - - - - - - - -
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-
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--
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TRASH
� I OCCUPANCY S2
Z SOOPP. OCCUPANT
1 HISTORIC 4 PARKING

ACCESSORY
-
374 SF
OCCUPANCY A2
OUTDOOR DINING PAING TRASH15 SF/OCCUPANT
DINING
1,230 S.F. i O ER 25
N30�,SF I O ' I - OCCUPANTS
82 CCUPAR DINING
55 C¢UPANT
ExR 67 OCCUPANTS El______�___________
I
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I
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56 OCCUPANTS
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ADDMON-1,330 S.F.

OCCUPANCY-A2

FIRE SPRINKLERED

MANDATORY NOTE
COMPLY WITH CITY OF ORANGE AMENDMENTS TO 2016 CEC. USE RIGID METAL CONDUIT IN ALL AREAS EXPOSED TO WEATHER. USE GROUND WIRE INSIDE ALL FLEXIBLE METAL CONDUITS. METAL CONDUITS SHALL NOT BE INSTALLED IN CONTACT WITH EARTH. " .... , : _. ZZ i; -R ME *•
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10 OCCUPANTS
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I I �-
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I
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15 SF/OCCUPANT I I'
I 4 • • t I 167 OCCUPANTS
147 OCCUPANTS --
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R--D
NORTH

ELECTRICAL SITE PLAN (LIGHTING)
SCALE: 1 /8"=1'-O"
LEGEND

REVISIONS
NO.

DATE
Al
REVIEW 08.24.21
E:]--p

POLE LIGHT - MOUNTING
02 HT@20'-O" AFF

TREE UP LIGHTS OR
A
�- STRINGS TREE LIGHTS
BLDG.'S DOWN LIGHT IN
2L
Al

STRUCTURAL SOFFIT
044

UP LIGHT ON COLUMN TO
0 C

ILLUMINATE AWNING
Engineering
Consultants, Inc.
04 G

UP LIGHT IN GROUND
170 East 17TH street #212
COSTA MESA, CA 92627
Tel:(949) 497-3804
Fax:(949)878-3573
•4
W

LOW WALL & LANDSCAPE

FLOOD LIGHTS
wwconsultangineering
consultants.com
E—MAIL: sonexinc®aol.com

DOWN LIGHTS ON AWNING
oA

STRUCTURE

BUILDING - WALL LIGHT
NOTE -

VERIFY ELEVATIONS & MOUNTINGS
FOR ALL LIGHTS AS REQUIRE.

HEAVY EXTRUDED ALUMINUM

HOUSING WITH TEMPERED

GLASSLENS, HINGED FOR

LAMP REMOVAL
NON TAMPERED HIGH \
STEEL POLE PAINT TO \
MATCH FIXTURE FINISH —

BUSH ENDS

BASE COVER

LEVELING NUTS
45' BELVEL

ALL AROUND
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00 DATE:

ELECT. WIRING
DWG:

IN CONDUIT BY

ELECTRICAL

CONTRACTOR
NOTE: SEE STRUCTURAL DWG. FOR POLE BASE DETAIL. SHEET NO.

PARKING LOT LTG. POL

E DETAIL NO SCALE
E-
ANCHOR
BOLTS
----------------------------
NOTE: SEE STRUCTURAL DWG.

FOR POLE BASE DETAIL.
1 .0'

LEGEND
0 - L

ATCHI SON STREET

14. D A._2
6 �4.
24-.
mH:
4 +18
Q1
r
--� C 1- I

2.8 +
.3

1.8 1.4

1.1 1.1

1.2 1.3
+.9
7 +4.5 1
.7
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1.8 +1.5

1.4 0.3�
+1.

AI
6 +6.4
+5.1
�.4
+2.5
+2.3
+1.9

1.8 1.8
.3
-8.7
t7.0
+

4.9 +

3.8 +
3 *3 .

TRASH
•

2.4 1.4

1.5 •.6
4,
-
.3
+

11.8 �10.3
+

8.2 1
r

6.8 +

6.5 4.4 2.9
+1.8

PARKING
1-8 -
- 15-_5 - 14.6

13.0 12.1

11. 7
11 2 +
?�
rRAsx
211

1.1 17.3

15.7 14.3

12.7 117*11.TRASII

1.8 +

19.6 18.6

6.9 4
. 0
+.60.3

6. 7.6

28.3 27.0

28.1 212.
6 -+29®0

3.b
+',A 9 +9.f?-
+2f3 1
+27.1
2a-1

24.2 21,,iL
+15.9
MH: e MH: a MH: a n2a: �__ y":1: s \_.I, �FatRE DEP� a MH: a MR: a MH: a a a MH: a MH: a MH: a MR: a NH: a a /n�: a MR: 8 + +� + + + + r + + + + + + r + (10
r + PION • r • ♦ • • r • + + + + • • 16.
*7.
+ • r

14.6 15.8 �� 16.9 24.2 32.0 36.6 36.7 3 .5 27.7 22 6 19.3 12.2 6.5 4.2 1.8.6 3.4 8. ypIN 10.0 9.4 9.9 10. 9.5 9.3 8.9 1.3 0.1 0.1 2.7 .6 10.1 0.0 +8.5 6.1 9.3 6.7 7.3 ;! 8.7 6.6 t1.2 0.5 U O O
r r + 1".2 r • + r • - + - + ♦_ -- + _r _- + _+ t • r r t t + r r r • • t • +-_-._ 0+ U. + +--g4- 3 9.9 +5 ♦ 1-- 2 -cam 1. 4 b : 5 0.4 ? . 4 0.4- 0.4 - - i
r 18. r + r r + + + + + + + + *1 + 10. + + *0 *0 10. 10. ♦ *0 *0

10. r r r *0.
• *0. *0. *0 r r r r - *0 + +

6.5 2 10.4 13.0 15.1 16.4 16.9 16.6 14.5 11.7 9.2 6.3 4.1 2.7 .3 0.5 2 0.2 0.2 .2 .2 2 1 0.1 .1 0.1 0 0.0 0.0 0.0 0.1 0.1 1 1 .1 0.1 0.1 0.1 0.1 .1 0.1 0.0

CYPRESS STREET
Luminaire
Schedule
Symbol
Qty
Label
Arrangement
Description
Lum. Watts
1 LF-1
SINGLE
Cooper McGraw Edison GLEON-AF-01-I=-EI-T4FT
59 31
LF-2
SINGLE
Cooper McGraw Edison GWC-AF-01-LEI)-EI-T4FT
59 61
01 SINGLE
Cooper Portfolio LD6B15D010 EU6B10208035 6LBMILI

14.3 14
W
SINGLE
Cooper Lumiere 1002-A1-FL-LED3590--F-WT-LI-UNV
10 11+"
44 W1
SINGLE
Cooper Lumiere 1002-A1-FL-LED3590--F-WT-LI-UNV
10 10
A
SINGLE
WE-Ef DAC240 630-2220
55 UM;1
11 G
SINGLE
Cooper Lumiere 1002-A1-FL-LED3590--F-WT-LI-UNV
10 111.
1 10
C
SINGLE
Cooper Lumiere 1002-A1-FL-LED3590--F-WT-LI-UNV
10 Calculation Sum -nary
Label
CalcType
Units
Avg
Max
Min
Avg/Min
Max/Min
Area 1
Illuminance
Fc

15.77 77.5

0.0 N.A.

N.A.

Area 2
Illuminance
Fc

16.78 23.1

2.3 7.30

10.04 Area 3
Illuminance
Fc

12.22 28.6

0.7 17.46

40.86 Area 4
Illuminance
Fc

11.03 29.0

0.1 110.30
290.00
Area 5
Illuminance
Fc

9.33 29.7

0.2 46.65
148.50
Area 6
Illuminance
Fc

11.30 44.1

0.0 N.A.

N.A.

ELECTRICAL SITE PLAN (LIGHTING PHOTOMETRIC )

REVISIONS

0. DATE
REVIEW 08 24 21
0-p

POLE LIGHT - MOUNTING
HT@20'-O" AFF
0 '

TREE UP LIGHTS OR

STRINGS TREE LIGHTS
BLDG.'S DOWN LIGHT IN

STRUCTURAL SOFFIT
N

UP LIGHT ON COLUMN TO
C

ILLUMINATE AWNING
M11O'
Engineering
Consultants, Inc.
94 UP LIGHT IN GROUND
170 East 17TH street #212
COSTA MESA, CA 92627
G
Tel:(949) 497-3804
Fax:(949)878-3573
.,

LOW WALL & LANDSCAPE
ring
WWconsulxengineen
consultants.com
W

FLOOD LIGHTS
E-MAIL: sonexincOool.com
OA

DOWN LIGHTS ON AWNING

STRUCTURE
M

BUILDING - WALL LIGHT
NOTE -

VERIFY ELEVATIONS & MOUNTINGS
FOR ALL LIGHTS AS REQUIRE.
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DATE:

DWG:

SHEET NO.

SCALE: 1 8"=1'-0" E-1 .1

LF-1 McGraw -Edison

DESCRIPTION
The GaAs- LED 111mill d.l,ven ezcapid"I performance rna hlgMy scalable, lowprofile desgn. Peddled, hlgh..Iffid npV Axe LED Optlx"' dyed. provided Uniform and a 191 conxl0ua IN_ina0o1 10 walkways, perking IOW, roadways bu Iding area. and doily lghting applications IP66 ..it and UU.UL Listed for we locations

SPECIFICATION FEATURES
Canatructloa Eladerl.•I arm mounting raquiremeat table.

Eeru 111ml-il driver LEDdriven am -madto Hound All. adapter Included. Fur Be.,all m...in s wall mount
Liq=rethermallytimaltherom ofinetal...ne ae,0mbly or sea ,. warty Lig ormancea i.ezy met thermal of N metal 48s. 1 60H, pension. bracke option. QUICK MOUNT
pead.1-1-HeaIN G.Dal, the 34TV 60Hzor48UV 6or I.. ith AR poll Qter is ..tl directly to etaluminum endcawein., 4NAV Aland, forodewim thep lacoulckmountarmd1.

I.Usidgs. Aatecae, aluminum with WY. ryeemaonly.atadtlertl ,...it I,tthe cons ,soots = Wm allies. king patent with 0-1OV dimmlon ahipwtl and Via twommille facilitating Th Ling
tandtovd.l ENda ro uicke ntl ens incWllalon. The
erWin i lerlockin houaln en0 prnWry q Y pia 0 9 • P
heat einF provltlx swlebiliry wnh cirouit module designee to venatile,pae.pe.din,, quick suwdo'
sracturel rigitllry. 3G withstand lDkV of,ra..ient line mourn arm axommod- vibration heated and rated. Optional at The GRAIN -LED I-inalre multiple aril) patterns ranging Ool-lax hardware AY.H.bl. le duidble faroconli.. In ­40•C fir.-Intoa-]/B'.Removal knees fall']. 0 electrical to 40'C ambient awi ch-ma. of m. door o. the quick mount chamber. Housing i, IP08 nted. For application, with ambient rrn ¢debt.. wiring of the fixture GLEON mwmw... ..... dmg 40°C, wine. Having to aces" the driver Optic. ¢pact heHA(High AmblenN comp.dmenLAknock-...-Iles GALLEON LED Parented, high-dmcl.nc,, cptl,n Light Sli era IP88 round role mounting.

Injectionpictechnology.
.OpLED r add. Greater the. 90%lumen
P,.i.I, d-nlodid 1. he. hour.. nathe bl.In sedd.n.IA Finish 1-10 Light Squtns ,hecisey designed it shape noun. Available InptendeN0 Houepgyesterpinwperapable 6eIM S,ex LED thetlieth,and mxlationg driOmA me'and120DNAt ad Option. owlem 25 mil polyester Unclotcwt paint, eRi LED on,createc,ni,t,nt eDOmAantl 1200mAtlrlve currenb :.palm plonaci...,ohas for d I,U,tI OpticscxeGed.beent Inominall, .hit-allprotection .,nod AgEp/SmE LUMINAwE tllemibutlone with the sceabion and weer..R. Halt standard ainIn powder meet cams. De fined' l A.,it ING-STAND R coate0 ml.d , br-houidg raquhemW.2Offeretl 7D OOrd E-dallfl l ARM MOUNT: colors include black, bronze, grey, C 4WOKtt...1 ONK, 10 5000K n .,it
RI. imem.dell gold" 1AW,,l fe, white,.. TIALatl-ndo." graphite Optione13000K, 5000K end BOOOK interne b11 guided R.O. d.rin dmile i-Inc. RY..W custom wlOr CCT. hig tang. ding of mRXtur. during matches available. mounting. When mounting two
or n wmmerea at sir and w..wnty
120°aped, the EA All,
toto t arm Five-yearwarr.nry.
may bB nqulretl. Refer the

DIMENSIONS
DJmml ��
A LNI . 1-ml 'e"J

DIMENSION DATA DRILLING PATTERN
cobra, vanderd oPrtwrd Nm M FM
Le3+A^Nmsmml
TYPE
Laid m Am aden Lewis' a,.l (sae FLI
i eoleer
illannO ONmml USOkw.l IM2mmI P
N'Izzmml
12x1N1rm1 111L., Izxmml Imakac)1. lumeml T
11No.Ml IBmmm) Gas IN.) '' (90Ha esw col
12 I-n:.�we.a�mw:NN.;�m:�a": as w�E�Aw,.

F.,T•N
m.wwpm.�.�..,� wwwe R RnaaP

CERTIFICATION DATA
Yhn
wL.. Cam N.1
Y.
alanUq .care.inum Ouv1111e1
cR ,m. ADON Ie,on1D"
Izzlil
p ran.AOww1
Mm.n,x xa,X.-
LF-2
McGraw -Edison

DESCRIPTION
The Gellwn'v Wall LED luminalre'a appearance Is compiemen."whin III Galleon arse antl ails lumineire bringing a modern arohienelld style to lighting application. nezlble mounting options xwmmodae ..It sud..e. In boom .. uTwmtl add dowdwerd cong0uredan. Th.

I ff mal"wim e,. hN, of ct AoWUEDOpIlls', tonal Call- p P w V I AcouLEDO tlx'v ovitlln uniform antl
adeentetl. hleheN e.ncy Op.Or B
9Y cenacicun lighting IS, Perking lam. Wilding and xcudN Iilith ng epplica[ione.
aPECIFICAT10N FEATURES
rle den Moewln nd 6000K CCT Greee p
ntetl et Oaeketetl antl z.c lalatl
d le tldeI rn 1 our thermell lumen me Menanw z p g
D Y P.c fantlere a.chme. BAWG.Nf r metBD D00nounAve table lox y I tad tromp naa D mine
p optdal b4 T. Drwalle"m ch nismtnHeev 1A dr ve current antlo fc I h met wrtormenx y P is
oink N Lock mechanism for
1200mA B00mA and fi00mA tlr ve Wal H
ell eluminum housing
tl asset
B
with Integral eztemalhwtainke currents q .I. lnm,.s n ndcuretlwl.M1 two to provide aupewr.truclural captive curios on b
011111 a.danlP,,.epl lI.e Elvet.leal winch
coat_cPlIdb sal screws
MI ceelD,.. xeselble
Overall wnalruction passes R 1.5G LED drivers are mounted Ion ch era con Initiation UPLIGHnwn m aniel, cal sex of malntenanc.. 1 GAIN, from honour Of iKture.

With
tivethe UPLNotionG amine 6pWal,34]Vo n, cnmp0Hz
wlhma)"mh aii Inverted foru Dith 48 is awthle Flntal
n finished n endurable
w%148pV a Hous h
u I lit M1aueln wim fora" Wye,yc.m B sup
P Ip 0
evaded Pat. al taut owtl.diick
I r act one to .anted only. Dnvem are r p y p
edmtlona p of n P
wn�de eM dntd ith 0-10VICoop" ammmg for
li, superior
omm- gained

GWC GALLEON
Ati option al Cooper Lighting faceuperler Protection agal.r WALL Opaloa SDIUtlti proprietary surge in
his.. Standard color.
modulate evadable ncludeblack bronze r
Ix nnin.en a men B ay.

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and ra hits
and designed wit lend fOkV of white, tlerk lellnum p
hreM1aMdency AwuLED Optics a cg P p
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lnesume The Glitch .staple.q 11,bl C...tthe 12Slid one
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Got.. inns ol-fi Ant .nvlronnTle, Forapplxnona Colon brochunforthe complete O.lou Il. with
In. Ge wnh ambient C. pd. fume xlem Pn WALL MOUNT LUM NA RE tl erlhu, On, wim the axlebil N eKxed,ng 40°L. awclty the HA ro th
Omlzed appAlsol- AHgh Ambient)opfll Emergedly Warranty
rwurem.no, Offered dandam n .wBrePove� t Pnc Id, am... Fy-Yernnty. W8V0LInX OOOOK IN 2TKI OCT and mnmum sand oxup.ncy
]O CAN, OplOnal 300DK 5000K xnsor ova laGle.

DIMENSIONS
i-Ist,nR•IMD^ml� `le le NdmmlJ

HDOK-N-LOCK MOUNTING
lsllll!�TION DATA
'Q • ®• m. roem ow roe
ENERGyDA
w a Lm IN1wr
BATTERY BACKUP AND The -RANCH BACK BO% pemn on
litemml .,site"Iaxmml (s7'mm14limm� btu P,]VTz ntmPPTA e

SHIPPING
IPPAIN... PAN• .I 1HA Om an
COOPER Teel,"',
DOWN LIC3-IT UNDER SOFFIT
Portfolio
paeee.nox
mealum o was deem tlownll aiwhlED rexa..a wnow, p defigninJ 9n
n Fee. . atlhluvndrair.]And
for bra nee even Ilummalc
9 two vtap
0 -
membe wwnh evxllen, light11 -all antl
ar.bmwotl" smoom
w Wmen aka x dlrom l.O Ia1000 inn ra br x w row pa.0 B .

B N 5o InaOWKand BOOOK
sour lemperaturx o1240oN.2700K. 30x .3
dW3NADK pD o.werm echnoaw satin.b WKcreetful Power,
[nil 300DK LED warms amoomly act tl'mmea fin 1050K creNnB a rich rtnanra inlet adpeth. rrn low wnn.me 1 a wax
t kom roam, wn'te ro moo wnlfe con I. mile nnaendr
on .darn r p

SPECIFICATION
wnfrolli w tens
win �N
La.- Shielding Rest' tar an LED Cneated LDRY'dB By.'...

Palmetl lid mom aluminum at so.. Chip on Dome with a.ultiall, WaYe-tllemwmdeYligh, r efl mom of nl hl effc ant whas lED •, c ARN camml .Dame, alum mum Iowa r B Y
fl ca end apis ...1 n u
.,lot chamber omdma wlFa mob
Men p x
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of eaor.na wnwK , m w g e
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with he Ili It7 Igo by
6wn ralleaen also e p
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fi I nil .Available Reled for fi0,000 hen et ]0% 1 Pomona Almk® n e hWithim non<onduarvntlewi IumIone-111 Aub end relay ewoasory eneblM tam. Reflector le reulnedwtn two reset, nil tbrmally profecutl. wbei«.conwl wm9 aIN. ...a' I the Band _`Y' are brxtl off No agile w."
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6LBW 6LBM
collar eccom c p p
en -mils up bz�."'.I .,IScF nnR Avel.m. meo,W e.d. gnm•xend• 6LBN Tsted AN, toteithim, ithlw
ouMn9 bracket ewaple fli" or 9]CRI YP
listed rorvntloalal with
EMT. C cM1anne antl der hanBere D2W"'-mmio�varm shine OCT e,etlad al Bee6 reel
Ina elluW 5"veglcelly Mrn Irom 3000K ta1860K veflMurotl my tow- a ,prow. Twx lumens LEO slave end below the ceiling, SIGN- np.Iown soul" when uaetl wech.1 CITY ll.1,j CI Of Chco 0
will. CT ten a .0 N W2N�iunehle eC .dory p
9 j.Lt.,. an Bea So CAT.NK O e600K or 2COOK fO fi000K, xvoil,,. 1ppII lCC EMIAAFI for e e OC4 EMIRF
A four In 80 Cfl1 oil,,. m pp
II­ 181 Al2 W01
lvlon
er FCC1.1b. PanC
onaumon and reed •p dam roar om)swc. awe a, tin Amml
man wind .. tn•ana lz D..•. CIaM Bronde odd NonC
mru bra I 1 I s
N,nww Madam a, rode. Beam
and top
t. muel be ice 3
antler. ,2D�2)1V D10V dlmmin .
w4" [retle, ze , elllonetl St B p Y Dun pit
ntl a SAS of houaln r
Alden ktrx from to a a o- 1 lit rondo vane arivar ,Dees.eP IS., lows a 9 ICma.. to ,.unmans d
uaM1 tllmmin Irom 100%1D 1%(ofrared P ^eµ ^nognnecton far mmplep vp to 40001umenl Optlono1120V lumen antl above Ore marked news aeon entlNat fin ow, ecln Vivid
FIhN 1 cIn p p Ixam M . <1%Daav w a
e 9 �fiY,S®y[
uemnille at,,A Cam Rent ,,$
Th.rm•I Llpbt DMK or Lutron®Erorystam rw P aaNRha
Aluminum o-Well Ddvhxn bI.p. tlhorn snow P..ldnho. with completed n
e LED module for or Inrou h,he • arture werdenca w 1M1 IE9 LM ]8 aria .v fiomm e a D2v p �
al Derrormenw and Iona I la TM 30 vmntlame LED II( t rag V V__ wmialentlin ewortlenc 'M1LM
ao Meneam..
megga war w.rremv T24
� rHNaam.,,
Or
O
o _
tl
o
amen nxl%YOE
Npem
'a• Pupa.4 snflmY n,'mN

I -FAIN
Luminaire Schedule
Symbol
Qty
Label
Arrangement
Description
Lum. Watts
1 LF-1
SINGLE
Cooper McGraw Edison GLE0N-AF-01-LED-EI-T4FT
59 31
LF-2
SINGLE
Cooper McGraw Edison GWC-AF-01-LED-EI-T4FT
59 ®
61 01
SINGLE
Cooper Portfolio LD6B15D010 EU6B10208035 6LBMILI

14.3 ®
14 W
SINGLE
Cooper Lumiere 1002-A1-FL-LED3590-F-WT-L1-UNV
10 ®
44 W1
SINGLE
Cooper Lumiere 1002-Al-FL-LED3590-F-WT-Ll-UNV
10 0
10 A
SINGLE
WE-Ef DAC240 630-2220
55 ®
11 G
SINGLE
Cooper Lumiere 1002-A1-FL-LED3590-F-WT-L1-UNV
10 E
110
C ::::_r_SIN3LE
Cooper Lumiere 1002-A1-FL-LED3590-F-WT-LI-UNV
10 max LF-1
ARM MOUNTING REDUIREMENTB _ -.

GaMNmdg
M'ANS.
-lea-AP.
0 pF
19ameM1
(axmaWl
aF.m
Isla a)
ITnNderdl
GLEON-AF.m
rp.n
ISantla 1
ram
(S,arMma
GLEOx-AFO.

Numnml
ISTarMxel
GISG_
Ia'Ea,entle0
Ima..)
]'Nm
hea+eval
,a' Whodand
IPaRuireR
(9fmderel
Falwell
IRwuEwl
GIEON.AFUO
W"EMwged Mn
wegwaW
I wewlnal
GLEouaFd
ie'Mo
,a'IRngWrear
wEON-IF,O
tB weadaal`"n
is -EN wlrealnrm
6TANDARD WAIL MOUNT _ MAST ARM MOUNT
® OBmmlt gTailml
�J iwrNi,m� IN
:art."
Oi�. Note
IzoEBm�ml 1553mm1 U]maml�
5)mmlJ I6tmml
SUICN MOUNT ARM IINCLUDE6 FI%TURE ADAPTERI
1-tie' laznml
I�+iinmml giimml
Hwimml
01 .

Ile Hole
I�ismlml� `19�eNmm1J
ca.ADe
Hear-
p 213r.'Ise-I Is,e-I L -Nalt.e t<F11=1

QUICK MOUNT ARM DATA
Plinhineal Ian QMAm el.Mwhb OMEAAm1
vM B.iem •' M[h W. Mllx.l Ilbe,l 1$9 FIT
Iz'139.mm1 3s 115.at kpa.l a011Tz)49e1
sR' ztaxe'154smm1 ea lxp..t keel .9 U2.2T keel nI
T.8 T.sN'UB mml Salm sFa..l 091zB.03 Ype.l
Nmd,+_^ww.w.me,.a,s 2o Aemm"rvrewuw.nr a P waq I1 ,m, vo.1A.rmm." .nee mevmw a Inman v0 on a.vrole.

F..T-N core® row ,a
p.,., T F-2 Dwp GALLEIN WALL

POWER AND LUMENS
00�000®�
lii�lllllllll�
'
lip
I�Ilill�
'
I�illlll�lll�
I�illllllli3'3'�IIIIIIII®
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��I®I�III�I�I�III®I
COOPER
DOWN LI= UNDER SOFFIT a.aEpeRaL9waLan, ax
tit vml.u. omm1u SA Ili ex%. lxW e)lv PA.- Men R«pan
P
UnalJ wNdM v.^.r n^iA•IDALl tonne- pmmmrNS_... ia,OmL ,mV znv raw moevar.+u wmv e Mo
He.um tc.T000 omens ^ o�lae .%Io toNM1m+v3oveTrvm .",rymaevvw,in move IDI I. ...
e .nisi a%rotW%. mrv, zfwlc mow
lelose-
IroikaDlYm DImSWa®
rot A= wYrm lC n,aa tMewxrnWrs-.Oa,xw mwmm.na NC. avaaNwnuzTxKl.owK L In,
" owzUP Sae el act uN6Raum�^mo.moueewnu see fle Av.P
Am.rmP4 eEn son" I. ewemrvrNo.rs^s o, seams „ram
wha.
µMnaa,
•• •Z
n PSvia Lev.
mr%z N"rro r"o-r"pc"n"er
i sett Rnr a i Land .,
na.a aria
.z.xxra nwv all Damr nn..mrmM mcvA o s awe"a .rowaary Dwwan '"xMua Liw.

EROr,elM.leInn. anwIS =Ifl.16
w'1 d", 'wa.w.a 9me,aaadm., „Nadrc ,.
roes LF-1 .N

OPTIC ORIENTATION
6waM MV OImw Reuma isms M•Ixwl Opew Roa,.a RpM a M• 1-1 AWmm.wAn.We,mM
Mw in IT,,.11 wild, placalle rn�llD lYpSpill C...'a 1 r-) ITyp.ry WI cow-nspinsadism 1Hdgwvue WMeTvpe ll yaw.she
lTpe ll A-, ypNi ITYPev ShunNN-1 rypavadhY.YSaunPN-E�
T:p
6v.aewSNLL ,lcnr
IAw mllnal I" soil �netO, Leht rem SP II LIOM Eumlxlar RlPM1 I
LUMEN MAINTENANCE - - LUMEN MULTIPLIFR _- -_
..� . F_�1N�. LmawMahMgw
0C
NC
MY
tx prwwdperlEtirMTMzt W l PnNcaa � sme ins
D
9 P ]
E
Heen'ITnouunwl x w N U IxC-
n 4 ,,aelro w P rose m ,ease• Mnwtx.2wra4-
rF-2 DWD GALLEDN WALL

OPTICAL DISTRIBUTIONS LUMEN MAINTENANCE
AwmmxMAna wouWuaon. TM3ll�ma fiat ode
Am„nna .

IT- alM.Inan.n..

ITyw 11 1Convml •cum Ie0,e00 Naunl wim
Uln-
asLi
tWFNrePn UNMTMat oar
No
N.
rnrolm cow Mmm soiu ca..uw _
twl
"
x
w.l R WMeI T
O EL x
9 w as 1.

Horne Darer. MW P nt0.y,a `C too
Irtn 1
Iry wAntSoncmrbw LxanwaM•c-

LUMEN MULTII
INS
MNtlp4r
LOz
-- 5ymmamNDeMbvdo.
rwv ."awl Oemav Sgwn M.aum
a0]
ate D
v are reel
epeaeWeeoue,bmm.

IAnw,PUlar vpe 11 AN' sp nnor L.n
0 I'l 14-
If) COOPER
•• r. a �e •
Y
0000
1 1
♦
M101B,AlBa`SEAMI : 4tAN•D4YpD.W�RDI•T•1SUiltln cONExuGRs•;�, a � �" _ - Y
000©
- r
1 i
[OnEwu6NY vyApOEEAYA@LE, ,311NALU4,0}N SUMMAIIY WUNNANCE Y
,mina 0
1 - 1_
'$RAU-Us'S".1:. p4xBLEP9yi oxEeFFh`,Irt-` ___ _ - iiNtb atpMMART. +y, III
Y
0 0�©
E:Y'mN ww,..mmmw�P rnm sire.
w.4 LF-2 .w.GALIEDN W_IL
CONTROL OPTIONS _
O tOV
Thisflzfuro1.eofferedsf with 0-tOV..mine mlwrlel. The OIM option providesO tOV dimming wire leads for sae wimaIlghting wtw nl pane O, Omar donna memod.tnoa.
rot IP. R antl PER)1
Optional Will type'ho(ocomrol Pit and photocontrol eldep.cl.a IR end PER]) provide a flazlbl solution to Inable'tlusk-ro-tlewn' handing by lib utilized with the PER) re..pled..
still. with NEMA 7-pin a,endemaca e p n n II hz levels. Advanced control! same corn p se si g 9 V P
After Noun On. AHD*
This fearmo allows photocontrol-enablwd Ivminelrx to achieve additional -ray-Ind. by dimming anti scheduled poniona of Ina night.

The dimming profiln will automnllceliy take affect after a "dusk-h, dewe" pe,iod has been nnWI. d from the photocontrol input. Specify the ddsind al -mine profile far a simple, factory-chippid dimming hd,ilon requiring no external control wiring. Reference the Attar Hoorn Dim eupplemen rat Ru de for edd'I anal Inlormatlod
n Oc.0 a c Sensor M Ind M9.LXX1
Th., PnY
n or la.onna.faa
eLXX When o tan I.
-, e
s,elletl'n lM1e rum malls haueln When the MS/DM p c.upancy sans Those sensors era factor 'n p
When n .1th a detected the lam lie re returns I. Iu11 VAN when there le no activity tle.ctOtl l a a Y B
oadmmn tlrlv.r end the entire Wilmette dims V t e
ufpuf The M6/OIM eaneor le factory preset to elm down to approximately , percent power wim a time delay ,Wit ni notes. Th. MS L%X xnsor If rf vemnulas and oral ...... ls the
I vlt The MS/XLX%'nalso r act o V r the off Hill Bve minutes Of no activity, pe I. fxtor to to n t Y Y preset
spec Betl number of Ilghl engines t0 melnteln e(eatly output from the rwmarnlnB llBnl engines r "dunk to dawn" control or daylight
wththe.q th OOacxasor fe
These accu en nclutlel an idle rel photocell ,hat can be activetetl y o p cy xnnora p
n level E-40'.a sew bvt antl .,he,
parameters.

A lacteryaNnetle OFF Th. .liable,. pit en, htool utlllied for.M1englne lhetl mm D Y• Y peremetore.Averiey f Or lancers avallehle fin op,lmixe the caverepe pattern for mounllnB he ante lrom840' wnl4Nhnaha PwmwniMVMwa rose ixo
E
a
M x ,B ] s o a
T 19 z.

Tovae.eaMeAm rMe,l tot-
;r
mwMme hdvna wrowlu0,
m m ,. IS ,z s e t ,2 ,5 tR a s s m
,. ..... ...... .'r .... .. _....... cuwmc3,MAmlwn
m � �
No�
m.................... �, .. et
w NO No IN o il, sex m xa ,a a ,o
z uw.,eeM Dom lFeeO mcorweeWAm lFen,
.•teat Pro What BE Control and MonNerhh; System ILWR.LWand LWR ) Tha Eaton', LumeWett Pt. gowned by Enldghxa Is A can ... led lighting Solution thidcombrnaaa broadseleeuon denergyoffe ant LED lumnenaa With a powwful Integrated w relax...... evuam The...... control, the Ilghtng eyvtem comance I. pliw th the latent energy codas and collects valuable data about Wili ng perform nce antl uas Software awl ceronn turn the granular data Into ofarm itron through energy da.hboards and .Polls
so,. the, make ample end help OpllmIn,the u,e Of Willing resources beyond lighhdg Formwn.w naafis Utm WForm.vnew heN Imo
,.

AN ..._.

N pay.ree. SS.Am 1.
vxl W m m m ,0 o to mcownwa&MAm IFwr
Outtloor uSM1tmg Control Module 1 WOLC TP Ida)
The ] pia sv re lea outdo., uaht rag cant/of modal.. Wel- W-Uh. to c.m1I outdoor no , Ill. and flood lighting Waveuw Watol. e Will., lighting un9 acheduloa 1. p-ia. ON. OFF and dim.r.9 contro a D...d on acnonom'c or ime schedules b... it on a I do, week d) COOPER m.2xa,MPM
SURFACE MOUNT UPLIQPi
EadR IDN Lumiere
Le let. 1002 Al cone norm and 1002 A2(2 base) IN a ama 12.s'O D.

Ina wawa Acxm Rood light will dhnmoble LED, 11111 xe able w,h call able rear tamer aw v I wKl loch-.11. P-1,1 n9100 dear" DD 1 Ion The luminelre w.x will various mining and Sao door dg, e e
I[Alw comes wim venues lens, leaven and ra,e rd Iweamao nx p
colors Pr dlchrolc Rltew, which rod combine up f0 two I'll 1 tonx ro weals
multiple NBhl es not.. The ii.s. may be urea he It.oroufaoora and cane. IPEO Nang.

SPECIFICATION FEATURES
•mood en caK ainde Iationt State
W In N nos sen.T. I. i x um tl e .ulna bon. wane on 6xR elwlK ar e,el, I . croewwr ,semi. w.aaan„nee+..m.nm maw„wm
o..xet
w amn"Mara N.Redlww�w
"RONB m Ie1M as lT ern vnurlmndon.
he 0 d
surww nB is qo oasis
demamsol ma Du.wrenv ronmom.A
a alma .naa.III to
ULC
.ndo In,
awe . Eh :x
n,
Popr.�o�.r.lo ..n...r. en am.mmpm aorro.lan rw nark..
meannnnnnient Br.twee m.newre b.eanel
el•at.ma a a
act a
rm. Omnnnipper �el,�� a � n.
w lie nnur. ywetraw ErUveu�I W0.3>]w6aMHzl a
v,nbewmTx,AC Ra.an E me arB . "agarersw.n.�aa
mna . remweb. line aa.Pre w
cop e aPe
D mmin 1 EW ITre n 'del
nil onavmmm lip n aaoai ow n
erne ecwevoe?al,a eM ev^ hvm peaoreLm tlm un bemaa
e oAM1Tng exeed Weep hot act pDl%mnoe a
nla maimed"e caw.nt CCT
<aan twl
ram wan n,na am,•
MENSIOxs nil wteeam.ww.gr.dnvarr"awwM.a _ Lenterre 1002

ANY RLHOOD
LED
(' INTERIOR I EXTERIOR

ACCENT FLOODLGN'T
CEPIIFICAT ON DATA15x +s
' cU
+, Wet LOCMon uctede etl.IP" LM]B/Cell Lom Ilent
-�m I RO plle.

IOW LED, LTO aD Ow. 2S' 26• Seklw
A

ORDERING VNFORMH
®ate
sir rceMwnr.wi LL' aB
leasean "allslan
nry .. lama
IN UN
Ins, 1
a Lad nEP roseN»:

EIEN
SURFACE MOUNT UPLIQ-IT mNTxaA,Pm
W
....IN CE MOUM RSMI
1 Moa x. wexwU 1,t4Memml
nee,new
1 m 11
I®' col
L
,.z.Mmml -
i1Nf�emm.

OROU.. MOUNT ATCxaEO ace IM,I
r
I
Ir
- list zmml -�
ro IEw wEw IBOWPE
wnQINTEGFIL DISVIR ILPTS IwWI
l
n®_
• 1m� aIJ
TOPwew _W_ ■OYIEW
E:T N war<.wm.Na sawed a mr.N roam

SURFACE MOUNT UPLIGHT
r,wrmmi �
m1
B
rmla.

ReN YRAW
,.w.:.r
n. � x.man0p..,al.w.wmm
T111 TRAP MOUNT hall %1
n6z]&vial
La Pr�
wexamF
FRCWAYUYN G.- 1dovNWhastal ew^)
.a - uRWE. Monte. -F
•
FWNTYA
nm�m,
Ew BORVSW Isovnw
I '- -- X=1B51n I-Whel1 m, upid heed
O® cwfiwrallo.
zt Im nl X- 12050,[SABOT), for 3.4 held
ca.fig.atlar.
6:T'N - dre.m..roo e. ewaw armew Mm"mlm "cen
LEGEND
[::]--O POLE LIGHT- MOUNTING
HT@20'-O" AFF

TREE UP LIGHTS OR

STRINGS TREE LIGHTS
BLDG.'S DOWN LIGHT IN

STRUCTURAL SOFFIT

UP LIGHT ON COLUMN TO

C ILLUMINATE AWNING
04G UP LIGHT IN GROUND

LOW WALL & LANDSCAPE

W FLOOD LIGHTS

DOWN LIGHTS ON AWNING
oA STRUCTURE

BUILDING - WALL LIGHT
NOTE -

VERIFY ELEVATIONS & MOUNTINGS
FOR ALL LIGHTS AS REQUIRE.

SURFACE MOUNT UPLIQPT
DESCRIPT ON Lu m i ere
Lamwn 1- At tine hall).ntl 1.2.A2 (B -title ....1125-0 D. avoA.Be lien Florab9m mom almmabMLEDRW A.M. wnh
amble tear came, oaw.1 with lock rout on pro nifin9160 d.Rras lilt lumina re romx W. Nnou. mound
ens Sao a . on ITS ire.
lip ea rout
ue lme, louvm and
febn Iweablea u
filed wh'cn en comb neuob talon or dlchron p two no. to create aegis IIgltinB aNern Tne tied" may be Uxa "ntlwn ar ou.eon xl cart w IP"raring
K Wall, 35deaA 90MCW.w
al- n-th amen, cashe
Co........
len
ewk.Ino
xW rovom wv,e. nvue on, +.ma m
' tom ro a, he
one A. w Pee Peres
9 Gue Bn
Mea y Mv
nil m.eK.B•mraeALo snn.ere
nerd •• r o can
W.r
lie me. mum <onoe via lee e,enw verlw mom
vpe
ze11111111
P.1rio n�. sn mi. i;`1 1 )year. au
vwmime. mta .

N
Ile or lie menuleptuDiwlsvw.nenwe
ACllaaraEtlea e
LV ITret n .Dmmin
nNe
em)ro eat eve
n�3Yc,o 90'Cun encT
tram call ,n. m"a avm n.. ,,,,m.l.rw..,n.d, Ym 'rwmam,a. Lanterra 1002 .wNaoP r� aaaoa --
INTERw I -am.
w CERT P CATION DATA
��.
ran Lhaa 'Ni.
+ OwL L TBnMxcomwa
M RO a Co Ilnnt
co®wfr
zMa ev ar rnv xsu anw�� m
sf rom
To-
F INN .'+• sP.rrnw McMame .a .corm o .^we ramw ..0 nm,d

REVISIONS

0. DATE
/
1\ REVIEW 08.24.21
Engineering
Consultants, Inc.
170 East 17TH street #212
COSTA MESA. CA 92627
Tel: (949) 497-3804
Fax:(949)878-3573
www.son exenggineering
consultants. corn
E-MAIL: sonexinc®aol.com
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SCALE:

DRAWN:

DATE:

DWG:

SHEET NO.

E -

1.2 LIGHTING FIXTURE SCHEDULE & SPECIFICATIONS PLAN

FIRE ACCESS PLAN

OLD TOWN GATEWAY

A HISTORICAL BUILDING SITE

PER THE CITY OF ORANGE

HISTORICAL SOCIETY
401 WEST CHAPMAN AVENUE

CITY OF ORANGE
IJ
46 LU
NW

6.�
W
Z
5 0—
r
U
V
Z
l/_
v /
X
LU

CONSTRUCTION NOTES
LEGEND

EXISTING' NO STOPPING SIGNS'

NOT A PART OF THIS SUBMITTAL
O INSTALL KNOX BOX WITH 3-SETS OF ENTRY DOOR/GATE

EXISTING FIRE HYDRANT WITH BLUE REFLECTIVE
KEYS OR BREAKAWAY PADLOCK PER CITY ORANGE FIR_-
n
FIRE HYDRANT MARKER PLACED 6" FROM
DEPARTMENT GUIDELINE REQUIREMENTS.

CENTERLINE OF HYDRANT SIDE OF STREET.

OINSTALL FRAGIBLE KNOX PADLOCK ACCESSIBLE FROM

INDICATES APPROXIMATE LOCATION OF
SUB KEYED KNOX BOX WITH 3-SETS OF ENTRY

BOTH SIDES OF GATE PER CITY ORANGE FIRE
DOOR/GATE KEYS BREAKAWAY PADLOCK.

DEPARTMENT GUIDELINE REQUIREMENTS.

D

SEE PLAN FOR DESIGNATION
G
6" MIN. BUILDING ADDRESSING PER CITY
O

ORANGE PUBLIC WORKS REQUIREMENTS

PREMISES IDENTIFICATION

EE ARCHITECTURAL FOR FINAL
DESIGN

AND LOCATIONS)AN
�.• ♦
150' HOSE PULL DISTANCE - MAXIMUM
PREMISES IDENTIFICATION CBC 501.2, CFC 505.1
PA

PLANTER AREA

NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS
f1

FIRE DEPARTMENT CONNECTION (FDC)

NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING

IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE

SHOWN FOR REFERENCE ONLY

FINAL DESIGN AND LOCATION PER CIVIL PLAN

AND VISIBLE FROM THE STREET OR ROAD FRONTING THE
®

BACKFLOW PREVENTION DEVICE (BPD)
PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR

SHOWN FOR REFERENCE ONLY

FINAL DESIGN AND LOCATION PER CIVIL PLAN
BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL,

ADDRESS NUMBERS SHALL BE PROVIDED IN ADDITIONAL
PROPOSED BUILDING NOS. 2, 3 AND 5
APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE.

ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR
EXISTING HISTORICAL BUILDING NOS. 1 AND 4
ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4
til

PER THE CITY OF ORANGE HISTORICAL SOCIETY
INCHES (101.6MM) HIGH WITH A MINIMUM STROKE WIDTH OF 0.! INCH (12.7MM) FOR R-3 OCCUPANCIES. FOR ALL OTHER

ONSITE PAVED ROAD MEETING CITY ORANGE
OCCUPANCIES, THE NUMBERS SHALL BE A MINIMUM OF 6 INCFr:s

FIRE DEPARTMENT VEHICULAR AND DESIGN
REQUIREMENTS. NOT A PART OF FIRE ACCESS.

HIGH WITH A MINIMUM STROKE WIDTH OF 1 INCH, AND SHALL EE APPROVED BY THE FIRE CODE OFFICIAL. WHERE ACCESS IS B1

EXISTING OFFSITE PAVED ROAD

MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE

NOT A PART OF THIS SUBMITTAL

VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER
SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.

ADDRESS NUMBERS SHALL BE MAINTAINED.
f--

EXISTING ATC
2 -
E�IT EXIT

HISON STREET
I ,
1001� -
STORAGE " —
��� / r ACCESSORY,_:__ —
_ 416 SF
OCCUPANCYS2 ti P
/ A _ _47— % ' 500 SF/OCCUP iI
1 OCCUP�,NT
/II
- OUTDOOR DTN NG I ry r
82 v1,230 S.F. / OY
ER� W DINING _
OCCCUPANTS '��� 60 SF
�\ / 155 OC�UPANT3 /
1,Odb SF
IIEXIT _ _ _ _ _ , _ y y _ — — — s -
/I
~ I UTDOOR DINING
1,400 ,1 930 OCCU ANTS — \ 7 ' I
1 BAR. ■ a5 r� a3
0 ME
2 -7 /
I
-"FIREPLACE
(GAS)
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KITCHEN
200 SF OCCUPANT
6 OCCUPANTS
\
DINI
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RESTAURANT
j
3470 SF.

OCCUPANCY—A2

FIRE SPRINKLERED
v'
'
---- -----
4 i
15 SF/OCCUPAI
147 OCCUPANT

EXISTING CYPRESS STREET
•

EXISTING FIRE HYDRANT LOCATION MAP AERIAL VIEW NOT TO SCALE A

SCOPE OF WORK

VICINITY MAP

THIS FIRE MASTER PLAN IS PROVIDED TO INDICATE A SAFE MEANS OF

PROTECTION WITH THE PROPOSED CONSTRUCTION ADDITIONS TO THE OLD _
TOWN GATEWAY HISTORICAL SITE AS INDICATED. ALL BUILDINGS SHALL WITHIN THIS MIXED USE PROJECT SHALL CONTAIN AUTOMATIC FIRE SPRINKLERS. THIS a -

PROJECT SHALL CONFORM TO THE CITY ORANGE FIRE DEPARTMENT GUIDELINE Q - s
2 19 CALIFORNIA FIRE CODE(CFC).THIS FIRE MASTER
REQUIREMENTS AND THE 0
401 w cnePman Ave, "``"'PSO r.

PLAN HAS BEEN COORDINATED WITH PROPOSED WATER IMPROVEMENTS, Orange, CA 92866
ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL.
zz '
L�
AP" PARCEL 1: 039-071-03 AND APN PARCEL 2: 039-171-12

COMBUSTIBLE CONSTRUCTION LETTER

FIRE MASTER PLAN NOTES
OCTOBER 19, 2021
INSPECTION REQUIREMENTS:

THIS PROJECT SHALL COMPLY WITH THE ORANGE CITY FIRE

FIRE PREVENTION DIVISION

DEPARTMENT'S FIRE MASTER PLAN GUIDELINES AND THE CALIFORNIA

ORANGE CITY FIRE DEPARTMENT
FIRE CODE CHAPTER 5 AS ADOPTED BY THE CITY OF ORANGE.
176 SOUTH GRAND STREET
ORANGE, CA 92866

1. OFD SITE INSPECTIONS ARE REQUIRED FOR THIS PROJECT. PLEASE SUBJECT: COMBUSTIBLE CONSTRUCTION LETTER
SCHEDULE ALL FIELD INSPECTIONS AT LEAST 48 HOURS IN ADVANCE.

OLD TOWN GATEWAY (A HISTORICAL BUILDING)
CALL THE FIRE PREVENTION OFFICE AT (714) 288-2541 FOR INSPECTION 401 WEST CHAPMAN AVENUE, ORANGE, CA
SCHEDULING.

THE PURPOSE OF THIS LETTER IS TO NOTIFY YOU THAT THIS PROJECT SHALL PROVIDE A

2. A LUMBER DROP INSPECTION SHALL BE PERFORMED PRIOR TO

REQUIRED PAVED FIRE ACCESS ROAD THAT MEET CITY OF ORANGE FIRE DEPARTMENT DELIVERY TO THE SITE. ALL-WEATHER ACCESS ROADS CAPABLE OF ACCESS REQUIREMENTS PER THE APPROVED PLANS. ALL FIRE HYDRANTS AND WATER SUPPORTING 68,000 LBS., TOPPED WITH ASPHALT, CONCRETE, OR

SUPPLY FOR FIREFIGHTING PURPOSES SHALL BE INSTALLED PER THE APPROVED PLANS AND

EQUIVALENT SHALL BE IN PLACE AND HYDRANTS OPERATIONAL AT

SHALL MEET ALL FIRE FLOWS REQUIREMENTS, PRIOR TO ANY COMBUSTIBLE CONSTRUCTION TIME OF LUMBER DROP INSPECTION.

MATERIALS BEING DELIVERED FOR CONSTRUCTION.

3. FOR PROJECTS WITH FUEL MODIFICATION, A VEGETATION CLEARANCE INSPECTION IS REQUIRED PRIOR TO A LUMBER DROP INSPECTION. TO

SCHEDULE AN APPOINTMENT CALL THE FIRE PREVENTION OFFICE AT (714) 288-2541.

4. AN ORIGINAL APPROVED, SIGNED, WET -STAMPED OFD FIRE MASTER PLAN SHALL BE AVAILABLE ON -SITE.

5. ACCESS ROADS AND HYDRANTS SHALL BE MAINTAINED AND REMAIN CLEAR OF OBSTRUCTIONS AT ALL TIMES.
-

6. AREAS WHERE PARKING IS NOT PERMITTED SHALL BE CLEARLY PDT - 1 /
IDENTIFIED.
u L —
_
_ ±125 TO EXISTING FIRE HYDRANT

7. OBSTRUCTION OF FIRE LANES AND HYDRANTS MAY RESULT IN '
,FROM THIS LOCATION

INSPECTIONS OR SUSPENSION OF CANCELLATION AND A NOTICE OF I
/
—
CORRECTION OR CITATION WILL BE ISSUED.

SHALL BE CLEARLY POSTED AND VISIBLE

8. THE PROJECT ADDRESS
\\
PA
FROM THE PUBLIC ROAD DURING.

PA
/

9. ALL GATES WHICH ARE REQUIRED FOR FIRE DEPARTMENT ACCESS \ /\
O

SHALL BE EQUIPPED WITH EITHER A KNOX OR FIRE DEPARTMENT PADLOCK.

GENERAL REQUIREMENTS:
3 J

10. PERMANENT, TEMPORARY, AND PHASED EMERGENCY ACCESS ROADS

SHALL BE DESIGNED AND MAINTAINED TO SUPPORT AN IMPOSED LOAD OF 68,000 LBS. AND SURFACED TO PROVIDE ALL-WEATHER DRIVING — -
\
CAPABILITIES.

11. ADDITIONAL FIRE LANE MARKINGS MAY BE REQUIRED AT THE TIME OF c
INSPECTION DEPENDING ON FIELD CONDITIONS.
�
KING
i

12.ADDRESS NUMBERS SHALL BE LOCATED AND BE OF A COLOR AND '
TRACH

SIZED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE
-- ---
ROADWAY.
•
•
•
T
M�w�tr KITCHEN
200 SF/OCCUPANT
8 OCCUPANTS
OR �? $tea r'a�S;` e �,�������r�. - � �,x•� �*�' %Nerr.���,ir� K��r�a ,a
iF 1� �P/�� �^ w� r'x RESTAURANT"` 55
SF
OCCUPANTS A2
1c� 4 i FIRE SPRINKLERED
a
•

13.APPROVED ACCESS WALKWAYS SHALL BE PROVIDED TO ALL
REQUIRED OPENINGS AND ALL RESCUE WINDOWS.

14.VEGETATION SHALL BE SELECTED AND MAINTAINED IN SUCH A

MANNER AS TO ALLOW IMMEDIATE ACCESS TO ALL HYDRANTS,

VALVES, FIRE DEPARTMENT CONNECTIONS, PULL STATIONS,

EXTINGUISHERS, SPRINKLER RISERS, ALARM CONTROL PANELS,

RESCUE WINDOWS, AND OTHER DEVICES OR AREAS USED FOR
FIREFIGHTING PURPOSES. VEGETATION OR BUILDING FEATURES

SHALL NOT OBSTRUCT ADDRESS NUMBERS OR INHIBIT THE
FUNCTIONING OF ALARM BELLS, HORNS, OR STROBES.

15.DUMPSTERS AND TRASH CONTAINERS LARGER THAN 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.

16. ANY FUTURE MODIFICATION TO THE APPROVED FIRE MASTER PLAN OR APPROVED SITE PLAN, INCLUDING BUT NOT LIMITED TO ROAD WIDTH. }
"
GRADE. SPEED HUMPS, TURNING RADII, GATES OR OTHER
E'
OBSTRUCTIONS. SHALL REQUIRE REVIEW, INSPECTION, AND
APPROVAL BY THE OCFD.

17. APPROVAL OF THIS PLAN SHALL NOT BE CONSTRUED AS APPROVAL OF

ANY INFORMATION OR PROJECT CONDITIONS OTHER THAN THOSE
Pi

ITEMS AND REQUIREMENTS IDENTIFIED IN RELATED PORTIONS OF THE w
2019 CFC AND CBC AND ORANGE MUNICIPAL CODE. THIS PROJECT MAY

BE SUBJECT TO ADDITIONAL REQUIREMENTS NOT STATED HEREIN

UPON EXAMINATION OF ACTUAL SITE AND PROJECT CONDITIONS OR j
DISCLOSURE OF ADDITIONAL INFORMATION.

EXISTING

STRUCTURES LOCATED IN A FIRE HAZARD SEVERITY ZONE, SPECIAL FIRE

AREA, OR WILDLAND-URBAN INTERFACE FIRE AREA ARE

MUSEUMPROTECTION

SUBJECT TO THE CONSTRUCTION REQUIREMENTS PRESCRIBED IN
CHAPTER 7A OF THE 2019 CALIFORNIA BUILDING CODE (CBC) AND SITE
SECTION R337 CALIFORNIA RESIDENTIAL CODE (CRC). CONSTRUCTION

MATERIALS/METHODS ARE REVIEWED AND INSPECTED BY THE BUILDING DEPARTMENT.

BUILDING DATA
DINING
APPROX

CONSTRUCTION

AUTOMATIC FIRE
SQUARE
15 SF/OCCUPANT
j

BUILDING
BLDG.

TYPE

SPRINKLERS

FOOTAGE
167 OCCUPANTS
HEIGHT
j

EXISTING HISTORIC
r
30 V-B
NFPA 13
5360SF
+{ 330 SF
BUILDING #1 ADDITION
m� 4 fix) PROPOSED 22' V-B NFPA 13 3,470SF
r4 x
&gpffil BUILDING #2
.,.�-T PROPOSED
BUILDING #3 22' V-B NFPA 13 4,140SF

FLOW AND SPACING
RANT
/ PER ORANGE CITY F REDDEPARTMEN AND
re
2019 CALIFORNIA FIRE CODE REQUIREMENTS
FIRE FLOW OF 1,500 GPM / 2 HOURS FOR THE LARGEST

PROPOSED BUILDING WITH TYPE V-B CONSTRUCTION
SHALL BE PROVIDED 13Y THE PROPOSED WATER SYSTEM.

HYDRANT SPACING REQUIREMENT IS 500' MAXIMUM
BETWEEN HYDRANTS AND (1) HYDRANT MINIMUM.

APRROVAL STAMP
Z
Q
J
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g
DRAWING SCALE ARCHITECT: PREPARED BY: OWNER: TITLE: DATE: W u-
FIRE MASTER PLAN 10/19/21
}

OLD TOWN
GRAPHIC SCALE LP3 Architecture OLD TOWN GATEWAY SHEET:
0 10. 20' 158 N. GLASSELL STREET f iresutl& GATEWAY, LLC -A MIXED USE PROJECT- Q SUITE 201 401 WEST CHAPMAN AVE
Z ORANGE, CA 92866 158 NORTH GLASSELL ST. #201 3
1 inch =10 ft. (714) 771-8400 302 N. EL CAMINO REAL, SUITE 202 ORANGE, CA ORANGE, CA 92866 0 SAN CLEMENTE, CA 92672
CITY OF ORANGE FIRE DEPARTMENT of 1 °
O
The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re -use by any method, in whole or in part without the express consent of FIRESAFE PLANNING SOLUTIONS is prohibited.

THIS FIRE ACCESS PLAN IS APPROVED FOR CONFORMITY WITH THE CITY OF ORANGE FIRE DEPARTMENT STANDARDS AND REQUIREMENTS.

APPROVED:

CITY OF ORANGE FIRE DEPARTMENT
AGENCY:
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