Enclosures:
(X) Emergency Protocols for LA, Orange, and Ventura County BULK Processing Standards – 2 pages (X) GIS Shapefiles – 2 shapes
(X) Resource Database Printout (details) – 2 pages
(X) Resource Digital Database (spreadsheet) – 1 line
(X) Report Database Printout (details) – 1 page
(X) Report Digital Database (spreadsheet) – 1 line
(X) Resource Record Copies – (all) – 93 pages
(X) Report Copies – (all) – 30 pages
(X) Invoice # 23619.9708
Emergency Protocols for LA, Orange, and Ventura County BULK or SINGLE PROJECT Records Searches IF YOU HAVE A GIS PERSON ON STAFF ONLY!! These instructions are for qualified consultants with a valid Access and Use Agreement.
WE ARE ONLY PROVIDING DATA THAT IS ALREADY DIGITAL AT THIS TIME. SAN BERNARDINO COUNTY IS NOT DIGITAL AND THESE INSTRUCTIONS DO NOT APPLY.
Some of you have a fully digital operation and have GIS staff on board who can process a fully digital deliverable from the Information Center. IF you can accept shape file data and do not require a custom map made for you by the SCCIC, and you are willing to sort the data we provide to you then these instructions are for you. Read further to be sure. You may have only one project at this time or some of you have a lot of different search locations that can be processed all at once. This may save you a lot of time getting results back and if we process your jobs in bulk, and you may enjoy significant cost savings as well. If you need individual invoice or summaries for each search location, then bulk processing is not for you and you need to submit a data request form for each search location.
Bulk processing will work for you if you have a GIS person on staff who can sort bulk data for you and make you any necessary project maps. This type of job can have as many job locations as you want but the point is that we will do them in bulk – at the same time - not one at a time. We send all the bulk data back to you and you sort it. This will work if you need searches in LA, Orange, or Ventura AND if they all have the same search radius and if all the other search criteria is the same– no exceptions. This will not work for San Bernardino County because we are not fully digital for San Bernardino County. You must submit all your shape files for each location at the same time and this will count as one search. If you have some that need a different radius, or different search criteria, then you should submit that job separately with its own set of instructions.
INSTRUCTIONS FOR BULK PROCESSING:
Please send in your requests via email using the data request form along with the associated shape files and pdf maps of the project area(s) at 1-24k scale. PDFs must be able to be printed out on 8.5X 11 paper. We check your shape file data against the pdf maps. This is where we find discrepancies between your shape files and your maps. This is required.
Please use this data request form and make sure you fill it out properly. http://web.sonoma.edu/nwic/docs/CHRISDataRequestForm.pdf DELIVERABLES:
1. A copy of the Built Environment Resources Directory or BERD for Los Angeles, Orange, Ventura, or San Bernardino County can now be found at the OHP Website for you to do your own research. This replaces the old Historic Properties Directory or HPD. We will not be searching this for you at this time but you can search it while you are waiting for our results to save time.
You will only get shapefiles back, which means that you will have to make your own maps for each project location. WARNING! If you don’t request the shape files, you won’t be able to tell which reports are in the project area or the search radius. Please note that you are charged for
each map feature even if you opt out of receiving shape files. You cannot get secondary products such as bibliographies or pdfs of records in the project area or search radius if you don’t pay for the primary products (shape files) as this is the scaffolding upon which the secondary products are derived. If you do not understand the digital fee structure, ask before we process your request and send you data. You can find the digital fee structure on the OHP website under the CHRIS tab. In order to keep costs down, you must be willing to make adjustments to the search radius or what you are expecting to receive as part of the search.
Remember that some areas are loaded with data and others are sparse – our fees will reflect that.
2. You will get a bulk processed bibliographies for resources and reports as selected; you will not get individual bibliographies for each project location.
3. You will get pdfs of resources and reports if you request them, provided that they are in digital formats. We will not be scanning records or reports at this time.
4. You will get one invoice for the bulk data processing. We can’t bill this as individual jobs on separate invoices for you. If there are multiple project names, we are willing to reference all the job names on the invoice if needed. If there a lot of job id’s we may ask you to send them in an email so that we can copy and paste it into the invoice details. If you need to bill your clients for the data, you can refer to our fee schedule on the OHP website under the CHRIS tab and apply the fees accordingly.
5. We will be billing you at the staff rate of $150 per hour and you will be charged for all resources and report locations according to the CHRIS Fee Structure. ($12 per GIS shape file; 0.15 per pdf page, or 0.25 per excel line; quad fees will apply if your research includes more than 2 quads).
Discounts offered early on in our Covid-19 response will no longer be offered on any records searched submitted after October 5th, 2020.
6. Your packet will be sent to you electronically via Dropbox. We use 7-zip to password protect the files so you will need both on your computers. We email you the password. If you can’t use Dropbox for some reason, then you will need to provide us with your Fed ex account number and we will ship you a disc with the results. As a last resort, we will ship on a disc via the USPS.
You may be billed for our shipping and handling costs.
I may not have been able to cover every possible contingency in this set of instructions and will update it if necessary. You can email me with questions at [email protected] Thank you,
Stacy St. James
South Central Coastal Information Center
Los Angeles, Orange, Ventura, and San Bernardino Counties
Report Detail: LA-10641
Citation information
Year: 2010
Title: Preliminary Historical/Archaeological Resources Study, San Bernadino Line Positive Train Control Project, Southern California Regional Rail Authority, Counties of Los Angeles and San Bernadino Affliliation: CRM Tech
No. pages: 30
Database record metadata
Entered: 10/25/2010 agarcia
Last modified: 3/12/2015 agarcia
IC actions:
Associated resources
General notes
Date User
Address:
Collections: No
Disclosure: Not for publication
Record status:
Location information
Author(s): Tang, Bai "Tom"
Attributes: Archaeological, Field study
County(ies): Los Angeles
USGS quad(s): BALDWIN PARK, EL MONTE, LOS ANGELES, ONTARIO, SAN DIMAS Inventory size: QC
No. maps:
Identifiers
Report No.: LA-10641
Other IDs:
Cross-refs:
Has informals:
No. resources: 0
PLSS:
Date User Action taken
3/12/2015 agarcia GIS QC
Resource Detail: P-19-187085
P-19-187085
Identifying information
Primary No.:
Trinomial:
Attributes
General notes
Other IDs:
Recording events
Associated reports
Location information
County: Los Angeles
Address:
Collections: No
Management status
Cross-refs:
Disclosure: Unrestricted
Name: The Mojave Rd
Resource type:
Age:
Information base:
Accession no(s):
Facility:
PLSS:
UTMs:
Structure, Other
Historic
Survey, Other
Attribute codes: HP37 (Highway/trail)
USGS quad(s): BALDWIN PARK, EL MONTE, LONG BEACH, LOS ANGELES, ONTARIO, SAN DIMAS, SOUTH GATE Type Name
Resource Name The Mojave Rd
CHL 963
Date Recorder(s) Affiliation Notes
7/20/1989 S. Elder
9/19/2014 Marc Beherec AECOM Update
Report No. Year Title Affiliation
2014 Due-Diligence Historical/Archaeological
Resources Study, Media Center Development
Project City of El Monte, Los Angeles County,
California
LA-12788 CRM Tech
2014 Cultural Resources Study of the Wilmington Oil
and Gas Field, Los Angeles County, California
in Support of Analysis of Oil and Gas Well
Stimulation Treatments in California
Environmental Impact Report
LA-12808 Applied EarthWorks
2016 A Class III Section 106 (NHPA) Historic
Resource Study for the Arcadia Logistics
Center Project, SPL-408-2016-0020, City of
Arcadia, Los Angeles County, California
(Portions of APNs 8535-020-909, 8541-017-
800, 8545-024-007, -011, and -901, and 8546-
001-900)
LA-13259 Brian F. Smith and Associates
Resource Detail: P-19-187085
Database record metadata
Entered: 9/3/2008
Last modified: 4/4/2019 mgalaz
IC actions:
Date User
Record status: Verified
Date User Action taken
9/3/2008 jay Appended data from Encodent database (standalone historics table; not in Sites-All)
4/4/2019 mgalaz Updated
Attachment 3
Local Historical Society
Consultation
We Make a Difference
INTERNATIONAL
March 30, 2022
COVINA VALLEY HISTORICAL SOCIETY
125 EAST COLLEGE STREET
COVINA, CALIFORNIA 91723
RE: AVID HOTEL PROJECT, CITY OF COVINA, LOS ANGELES COUNTY, CALIFORNIA To Whom It May Concern:
Michael Baker International is conducting a cultural resources study in support of the Avid Hotel Project (project) in Covina, California. The project site consists of 0.85 acre at the northeast corner of Azusa Avenue and Glentana Street (Assessor Parcel Numbers 8432-006-015 and 8432-006-017) which currently includes two commercial buildings (578-580 North Azusa Avenue and 865-867 West Glentana Street), and vacant land. The project site is depicted on the accompanying figures (see Attachment 1).
The proposed development would involve the demolition of the existing commercial buildings and surface parking in order to construct a three-story hotel building containing a total of 68 guest rooms and surface parking. Vehicular access is proposed from a driveway along Azusa Avenue and a driveway along Glentana Street.
Please notify us if your organization has any information or concerns about historical resources on the project site. This is not a request for research; it is solely a request for public input related to any concerns that the Covina Historical Society may have. If you have any questions or comments, please contact me at your earliest convenience at [email protected] or (805)384-4090.
Sincerely,
Susan Zamudio-Gurrola, M.H.P.
Senior Architectural Historian
Attachments:
Attachment 1 - Figures
Regional Vicinity
Figure 1
AVID HOTEL PROJECT
COVINA, CA
Source: Esri, ArcGIS Online, National Geographic World Map: Covina, California Project Location
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Michael Baker
INTERNATIONAL
Project Vicinity
Figure 2
AVID HOTEL PROJECT
COVINA, CA
Source: Esri, ArcGIS Online, USGS 7.5-Minute topographic quadrangle maps: Covina, California PN: 188785
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Figure 3
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1 ZamudioGurrola, Susan
From: ZamudioGurrola, Susan
Sent: Tuesday, April 19, 2022 10:45 AM
To: [email protected]
Subject: Proposed Avid Hotel Project
Attachments: Covina Historical Society letter.pdf
Hi Rosemarie,
Thanks for taking my call earlier. Attached is a copy of the letter I mailed to the Covina Valley Historical Society at the end of March. The maps depict the project site for the proposed hotel. Please let me know if the historical society has any concerns regarding historical/cultural resources in the project site.
Thank you,
Susan Zamudio‐Gurrola, MHP | Senior Architectural Historian| she/her 2945 Townsgate Road, Suite 200 | Thousand Oaks, CA 91361| [O] 805‐384‐4090 | [M] 310‐592‐0815 [email protected] | www.mbakerintl.com Michael Baker
I H T E ■ H AT I fl H A L
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Attachment 4
DPR 523 Series Forms
DPR 523A (9/2013) *Required information
P1. Other Identifier: 865-867 Glentana Street
*P2. Location: ☒ Unrestricted
*a. County Los Angeles and
*b. USGS 7.5' Quad Baldwin Park, Calif. Date 1966 (1981 edition) T 1S; R 10W; Section 14 S.B.B.M c. Address 578 N. Azusa Avenue City Covina Zip 91722
d. UTM: Zone 11 S, 416278 mE 3772608 mN
e. Other Locational Data: APN 8432-006-017
*P3a. Description:
The property consists of a generally rectangular-shaped 0.51-acre parcel located at the northeast corner of the intersection of Azusa Avenue and Glentana Street. Addressed as 578-580 North Azusa Avenue and 865-867 Glentana Street, the commercially zoned property contains three buildings, two of which immediately abut each other and front Azusa Ave and Glentana Street.
The third, smaller ancillary building is located to the rear (east). 578-580 North Azusa Avenue is the northwestern building on the property. It has a L-shaped footprint, and is topped by a lowpitched hipped roof clad with composite shingles. The roof has moderate eaves and wide fascia. The western façade features projecting and recessed bays and contains the primary entrance. Accessed via a paved walkway, the entrance consists of plain wooden double doors with a mail slot. Roman brick veneer accents the wall on the south side of the entrance and the lower wall surface, and forms a planter at the northwestern corner of the building. A secondary entrance is located at the south end of the façade. Fenestration consists of sliding windows with projecting surrounds. Landscaping includes grass lawn and ornamental plants and shrubs along Azusa Avenue, and a lawn at the rear of the property. A pole sign is located near the corner of Azusa Avenue and Glentana Street. The internally lit rectangular sign rests on a metal base and is topped by a curved embellishment. The sign announces Century Financial Escrows Inc. and Swing Loans Inc. Continued on p. 4. *P3b. Resource Attributes: HP6. 1-3 Story Commercial Building *P4. Resources Present: ☒ Building
P5b. Description of Photo:
Photo 1: Property overview from
Azusa Avenue, looking NE.
P6. Date Constructed/Age and
Source: ☒ Historic
1962 (City of Covina, n.d.)
*P7. Owner and Address:
Unknown
*P8. Recorded by:
Susan Zamudio-Gurrola, MHP
Michael Baker International
2729 Prospect Park Dr., Suite 220
Rancho Cordova, CA 95670
*P9. Date Recorded: April 7, 2022
*P10. Survey Type: Intensive
Pedestrian
*P11. Report Citation:
Hearth, Nicholas, Susan ZamudioGurrola, and Jacob Parsley. 2022. Cultural Resources Identification and Evaluation Memorandum for the Avid Hotel Project, Covina, Los Angeles County, California.
*Attachments: ☒Location Map ☒Continuation Sheet ☒Building, Structure, and Object Record State of California - The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
PRIMARY RECORD Trinomial
NRHP Status Code
Other Listings
Review Code Reviewer Date
P5a. Photograph or Drawing
«■*
DPR 523B (9/2013) *Required information
*NRHP Status Code: 6Z
*Resource Name or # 578-580 North Azusa Avenue
B1. Historic Name: N/A
B2. Common Name: N/A
B3. Original Use: Model homes and offices
B4. Present Use: Commercial – office
*B5. Architectural Style: Modern Ranch
*B6. Construction History:
Per city building permit records, the buildings on the property were constructed in 1962. A window was replaced with a door in 1965. Other, unknown alterations were completed in 1965. Although a building permit listing the architect J.P. Anderson was located, no details about the work were provided. A portion of the roof was changed from wood shake to clay tile in 1990, and a portion of the roof was changed from gravel to composite shingles in 1999. The face of the pole sign was changed in 1995 to advertise Century Financial Escrows Inc. and Swing Loans Inc (City of Covina, n.d.). *B7. Moved? ☒No
*B8. Related Features: N/A
B9a. Architect: None b. Builder: Coronado Enterprises, Inc. *B10. Significance: Theme Community Planning and Development Area: Covina Period of Significance N/A Property Type Commercial – office Applicable Criteria N/A
The area on which Covina was founded was part of the La Puente Rancho owned by William Workman and John Rowland, and was bordered closely by Rancho de Azusa. The Mexican–American war had a profound effect on California’s land tenure system. The traditional Spanish and Mexican survey and ownership systems were incompatible with American survey and mapping standards. United States Congress passed The Land Act of 1851, which was authored by a politically motivated spokesperson for American settlers, and called into question all of the previously established land rights from the Mexican administration. The Land Act mandated that all title-holders had to prove their ownership through new laws developed by Congress (Historic Preservation Partners 2007).
Workman and Rowland successfully argued their case before the court and their ownership was confirmed in 1867. They experimented with a wide variety of agriculture, but drought/flood cycles limited the type of crops grown. A drought in 1863- 1864 decimated herds and crippled the area cattle industry from that point forward (Historic Preservation Partners 2007).
Joseph Phillips visited the Azusa Valley in 1881 and believed the area would be a good potential suburb of Los Angeles. He is credited with the formation of Covina, establishing the area’s identity and guiding its development through subdivision and boosterism. Phillips purchased land, and from 1883 to 1885 employed a surveyor to divide it into 10-acre lots. Continued on p
4. B11. Additional Resource Attributes: N/A
*B12. References: See continuation sheet, page 9.
B13. Remarks: None.
*B14. Evaluator:
Susan Zamudio-Gurrola, Michael Baker International
*Date of Evaluation: 25-Apr-22
State of California - The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI#
BUILDING, STRUCTURE, AND OBJECT RECORD
(This space reserved for official comments.)
W FRONT STREET
V3?..' 578-580
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DPR 523J (9/2013) * Required information
*Map Name: Baldwin Park, Calif. *Scale: 1:24,000 *Date of map: 1966 (1982 edition)
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*Recorded by: Susan Zamudio-Gurrola, Michael Baker International *Date: 25-April-2022 ☒ Continuation DPR 523L (9/2013)
State of California - The Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial
*P3a. Description, continued:
865-867 Glentana Street immediately abuts the aforementioned building to the south. It has a L-shaped footprint and the majority of the building is covered by a cross-gabled roof clad with barrel and flat concrete tile. However, a small section where the two buildings meet has a flat roof with exposed rafter tails, indicating the buildings may have originally been separate and were later joined through an addition/alteration, although there is no evidence in building permit records. The building’s exterior is sheathed with stucco and stone veneer accents. Fenestration includes aluminum sliding windows of various sizes throughout. The southern façade features projecting and recessed bays, and Dutch gables at each end of the façade, under which are two separate entrances. Each entrance has a single wooden door with a mail slot, and is accessed via a paved walkway. The portion of the building under the western Dutch gable appears to be an addition, based on the roofline, roofing material, and unusual connection to the adjacent building. However, there is no evidence of alterations in this area in building permit records. The eastern elevation does not display any detailing besides aluminum sliding windows, and the northern elevation displays a brick chimney. Landscaping includes grass lawn, and small ornamental plants and trees in front of the southern façade, and western and northern elevations. A white picket fence encloses a portion of the landscaped area along Glentana Street.
To the rear of the building is a grass lawn, and to the east of the building is a paved parking lot.
The smaller building on the property located to the rear is not clearly visible from the public right-of-way. It has a rectangular plan and is sheathed in stucco. The building is capped by a Dutch gabled roof which is clad with composite shingles and has wooden fascia boards. Two single wooden doors are located on the south elevation. The north and west elevations display aluminum-framed windows.
*B10. Significance, continued:
Phillips left 120 acres to be developed into a town site which became downtown Covina. 1886 is the recognized date for the founding of Covina, although it did not incorporate until after the turn of the century (Historic Preservation Partners 2007).
Phillips also researched and implemented ways to improve irrigation, and early settlers struggled to find profitable crops for the region and better ways to bring them to market. In 1869, the Southern Pacific Railroad arrived in Los Angeles and was joined by the Santa Fe Railroad in 1886. Fierce competition between the two railroads led to a rate war which resulted in a massive migration to Southern California. Much of this growth was driven by immigration from the Midwest (Historic Preservation Partners 2007).
In the 1890s, residents of the new town of Covina made a coordinated effort to bring one of the railways to the town to allow them to more easily ship out agricultural goods and provide other economic opportunities. The Southern Pacific extended service to Covina in September 1895. In addition, the Pacific Electric car increased the accessibility of towns like Covina to Los Angeles (Historic Preservation Partners 2007).
Citrus was slow to catch on in Covina because many of the settlers came from eastern states and were more comfortable growing familiar crops such as wheat. The first citrus in Covina was planted in 1886; however, it did not take hold until the 1890s when farmers switched from deciduous fruits and truck gardens to citrus. During this period, thousands of acres were planted with citrus and packinghouses were built to process the crop. At one time, at least six packinghouses were located near the railroad tracks. Covina finally had a profitable crop and an easy way to bring it to market. The city developed as a citrus capital in the early twentieth century (Historic Preservation Partners 2007).
In the post-World War II era, Covina experienced a significant transformation similar to much of Southern California.
Covina essentially had been a market town serving small farms and orchards in the area. By the early 1950s, the city’s role in the region began to transform from being primarily agricultural and commercial to becoming a residential community. Because of Southern California’s severe housing shortage, land in the San Gabriel Valley became more valuable for residential use than as agricultural land. Further undermining the viability of agriculture was the arrival of “quick decline” disease, which devastated orchards throughout Southern California. Much of the farm and ranchland in Covina was subdivided and developed during a residential development boom that continued into the 1970s. The city expanded through various annexations. In 1950, the city’s population was just under 4,000 people, and by 1960
*Recorded by: Susan Zamudio-Gurrola, Michael Baker International *Date: 25-April-2022 ☒ Continuation DPR 523L (9/2013)
State of California - The Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial
Figure 2 – 1968 Aerial Photo Depicting 578 N. Azusa Ave, Covina (Source: UCSB Library 1968) Newspapers advertised the subject buildings as furnished model homes with features such as custom styling, large bedrooms, oversized walk-in closets, stone fireplaces, lath and plaster, birch and ash cabinets, and built-in electric kitchens (Los Angeles Times 1962).
578 N. Azusa Avenue’s occupancy was changed to solely offices in 1963. Harvey & Associates’ offices were based out of the subject property in 1965, at which time a window at the front of the building was replaced with a 3-foot door. It appears the property changed hands later that year, and Paul V. Birnbaum obtained permits in October 1965 to change the building occupancy to “Partial Offices & Res.” Unknown alterations were completed at this time. Although the architect, J.P. Anderson, was listed on the building permit, no details were provided for the work. Birnbaum owned the property through at least 1967 (City of Covina, n.d.).
Martin Mayerfeld acquired the property by the early 1970s. He was a Realtor and associated with Mayerfeld Realty and Swan Pools. His business was based out of the subject building for some time. Work conducted on the property under Mayerfeld’s ownership included reroofing at 867 Glentana Street in 1990, at which time 3,000 square feet were changed from wood shake to clay tile. In 1999, 3,700 square feet of the building were reroofed, and changed from gravel to composite shingles. Although the address on the permit is listed as 867 Glentana Street, this work appears to have been completed at 578-580 N. Azusa Avenue. In 1995, the face of the pole sign was changed to advertise Century Financial Escrows Inc. and Swing Loans Inc (City of Covina, n.d.). Martin and Elayne Mayerfeld owned the property through at least 2010 (City of Covina 2010).
A review of regional newspapers did not uncover any additional information about the property.
Property Owners and Occupants
Coronado Enterprises, Inc., also known as Coronado Homes, was based out of West Covina in 1962 when the subject property was being constructed. Subsequently, the business was located at the subject property (City of Covina, n.d.; Los Angeles Times 1962). Based on the minimal advertising and press coverage, the real estate/home builder company did not seem to be particularly productive or successful. By 1968, Coronado Enterprises Inc. was advertising a car sales lot in Duarte, California, which it was closing down (Daily News-Post 1968).
Regional newspaper articles indicate Paul V. Birnbaum was involved in commercial real estate development in the 1950s and 1960s. He was based out of Covina in the mid-1950s (Pomona Progress Bulletin 1956; Daily News-Post 1957), Santa Ana in 1965, and south Laguna in 1967 (City of Covina, n.d.).
George F. Bischoff was associated with Acme Business Sales, which appears to have been a business conducting real irftJ
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*Recorded by: Susan Zamudio-Gurrola, Michael Baker International *Date: 25-April-2022 ☒ Continuation DPR 523L (9/2013)
State of California - The Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial
estate sales (City of Covina, n.d.). No consequential information was found on Bischoff.
Martin Mayerfeld was a Realtor and investment instructor working in the Covina area in the 1970s. His office was located at the subject property for some time, but he either moved or had other offices in Claremont and Upland, California (Pomona Progress Bulletin 1977).
Architectural Style
The Ranch style developed in Southern California in the mid-1930s, and was one of the small house types allowed to be built under Federal Housing Administration (FHA) financing guidelines during the 1940s. After World War II, financial controls that mandated very small houses were lifted, and the style gained popularity. The size of Ranch homes increased as FHA guidelines were revised. This allowed builders to more effectively vary the appearance of house plans and façades to avoid a monotonous appearance in neighborhoods. The Ranch style became the most popular house style built in the United States in the 1950s and 1960s, and was often used in building large subdivisions.
The style was ubiquitous across most southern, southwestern and western states. Characteristics of Ranch style homes include long footprints and low, horizontal massing; low-pitched roofs with moderate to wide overhangs; asymmetrical façades; off-center primary entrances; large picture windows and a variety of window sizes; wood, brick, stone, asbestos and wood shingles, concrete blocks, and stucco wall cladding; and frequent use of two or more cladding materials. The housing type has been described as “middle-of-the-road modern” and “modern inside, traditional outside.” Builders and lenders considered this style to be more acceptable to the American public than dramatic modern designs (McAlester 2013).
Variations on the Ranch style include the California Ranch and the Modern Ranch, the latter which was influenced by the Mid-Century Modern movement. Modern Ranch homes emphasize horizontal planes more than California Ranches, and included modern instead of traditional stylistic details. Some character-defining features of Modern Ranches include low-pitched hipped or flat roofs; prominent rectangular chimneys; large wood or metal-framed windows, clerestory windows and stacked windows; recessed entryways; and wood or concrete block privacy screens.
Other stylistic elements resulted in Asian and storybook variations (Lazzaretto 2013).
California Register of Historical Resources Evaluation
Criterion 1 – Constructed in 1962, the buildings on the property were originally a combination of residential and office space. They were used as model homes and offices for a real estate development company which, as previously discussed, was not particularly productive or successful. Archival research did not indicate the property is associated with any significant events or trends in national, state, regional, or local history. While it is generally associated with post-World War II residential and commercial development, the property did not play an important role in the history of residential or commercial development in Covina, and is not significant within those contexts. Thus, it is recommended ineligible under Criterion 1.
Criterion 2 – Archival research did not demonstrate the commercial property is associated with individuals who have made significant contributions to national, state or local history. Therefore, the property is recommended ineligible under Criterion 2.
Criterion 3 – The two buildings fronting Azusa Avenue and Glentana Street were built in a Modern Ranch style, and feature long footprints, low horizontal massing, variation in elevation bays, stucco cladding, stone and brick veneer, and low-pitched hipped and Dutch gable roofs. However, they are not outstanding or high-style examples of Modern Ranch homes. The buildings are also not good examples of residential construction because they were constructed to be used as both residential and office space. In addition, the two buildings exhibit alterations. For example, the incongruous roof style at the location where the two buildings meet suggests the buildings may have been separate at one time, and appear to have been bridged by that section clad with rock veneer. 865-867 Glentana Street’s appearance has been notably changed by the replacement of its original wood shake roof to two different types of non-original roof tile, one of which is Spanish in style.
*Recorded by: Susan Zamudio-Gurrola, Michael Baker International *Date: 25-April-2022 ☒ Continuation DPR 523L (9/2013)
State of California - The Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial
Additionally, the smaller ancillary building at the rear of the property does not have any stylistic features, and is not representative of any particular architectural style. The buildings were not designed or built by a master architect or builder. They do not embody the distinctive characteristics of a type, period, region, or method of construction, nor do they represent the work of a master or possess high artistic values. Thus, the property is recommended ineligible under Criterion 3.
Criterion 4 – National Park Service guidance for the equivalent National Register Criterion D states that certain important research questions about human history can only be answered by the actual physical material of cultural resources. The buildings do not meet the two requirements identified for eligibility under Criterion D. The buildings on the subject property have not been used as a source of data and do not contain more, as yet unretrieved data. The buildings have not been determined, through testing or research, to be a likely source of data. Therefore, they are recommended ineligible under California Register Criterion 4, as they have not yielded and do not have the potential to yield information important to our understanding of prehistory or history of the local area, state, or nation.
Covina Historic Landmark/Structure of Merit Evaluation
Criterion 1 – As discussed above, the buildings on the property were constructed to serve a combined use of model homes and office space for a real estate development company. Archival research did not indicate the property exemplifies or reflects special elements of Covina’s cultural, social, economic, political, aesthetic, engineering, architectural, or natural history. No associations with important events or trends within the above themes were identified. Therefore, the property is recommended ineligible under Criterion 1.
Criterion 2 – Archival research did not indicate the property is associated with persons or events significant in local, state, or national history. Thus, the property is recommended ineligible under Criterion 2.
Criterion 3 – The buildings on the property were constructed by a real estate development company that was not particularly productive or successful. The buildings were not architect-designed; thus, they do not represent the work of a notable architect, designer, or builder. The property is recommended ineligible under Criterion 3.
Criterion 4 – None of the buildings on the property embody distinctive characteristics of a style, type, period, or method of construction, or are valuable examples of the use of indigenous materials or craftsmanship. The two primary buildings fronting Azusa Avenue and Glentana Street were built in a Modern Ranch style, and feature long footprints, low horizontal massing, variation in elevation bays, stucco cladding, stone and brick veneer, and low-pitched hipped and Dutch gable roofs. However, they are not outstanding or high-style examples of Modern Ranch homes. The buildings are also not good examples of residential construction because they were built to be used as both residential and office space. In addition, they exhibit alterations. For example, the incongruous roof style at the location where the two buildings meet suggests the buildings may have been separate at one time, and appear to have been bridged by that section clad with rock veneer. 865-867 Glentana Street’s appearance has been notably changed by the replacement of its original wood shake roof to two different types of non-original roof tile, one of which is Spanish in style. Lastly, the smaller ancillary building at the rear of the property does not have any stylistic features, and is not representative of any particular architectural style. The property is recommended ineligible under Criterion 4.
Criterion 5 – The subject property does not contribute to the significance of a geographically definable historic area with a concentration of historic or scenic properties, or a thematically related grouping of properties which contribute to each other and are unified aesthetically by plan or physical development.
Criterion 6 – The subject property is not one of a few remaining examples of an architectural or historic type or specimen in Covina, the state, or the nation.
In summary, the property does not appear to meet any of the criteria for designation as a Covina Historic Landmark or Structure of Merit.
*Recorded by: Susan Zamudio-Gurrola, Michael Baker International *Date: 25-April-2022 ☒ Continuation DPR 523L (9/2013)
State of California - The Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial
*B12. References, continued:
City of Covina. 2010. “Lien on Real Property” for 578 N. Azusa Ave., Mapbook 8432, Page 006, Parcel 017, March 3, 2010. On file with the City of Covina and Michael Baker International. ———. n.d. Building permit records for 578-580 N. Azusa Avenue and 865-867 Glentana Street. On file with the City of Covina and Michael Baker International.
Daily News-Post (Monrovia, California). 1957. “Zone Change Draws Protests.” July 12, 1957. ———. 1968. Advertisement for Coronado Enterprises Inc, January 23, 1968. Accessed April 6, 2022.
Newspapers.com.
Historic Preservation Partners 2007. Covina Town Center Historic Resource Survey. Prepared for the City of Covina. Accessed March 30, 2022.
https://covinaca.gov/sites/default/files/fileattachments/community_development/page/1254/covina_historic_su rvey_report_6-07.pdf.
Lazzaretto, Christine. 2013. National Register of Historic Places Multiple Property Documentation Form for Modern Architectural Resources in Riverside, California, 1935-1975. October 1, 2013. Accessed April 6, 2022. https://riversideca.gov/historic/pdf/Modernism-II-Survey.pdf Los Angeles Times. 1962. Advertisement for Coronado Enterprises. November 22, 1962, page 14. Accessed April 6, 2022. https://www.newspapers.com/image/162024429/?terms=%22Coronado%20Enterprises%22&match=1 McAlester, Virginia Savage. 2013. A Field Guide to American Houses. New York: Alfred A. Knopf.
Pomona Progress Bulletin. 1956. “Charter Oak Shopping Area Is Approved.” December 29, 1956, page 6.
Accessed April 6, 2022.
https://www.newspapers.com/image/624020647/?terms=%22Paul%20Birnbaum%22&match=1 ———. 1977. “Realtor joins Laguna board.” November 27, 1977. Accessed April 6, 2022. https://www.newspapers.com/image/72317195/?terms=%22Martin%20Mayerfeld%22&match=1 Sanborn Map Company. 1911. Covina, California map. Accessed April 1, 2022. https://digitalsanbornmapsproquest-com.ezproxy.lapl.org/browse_maps/5/489/2162/2204/22080?accountid=6749 ———. 1929. Covina, California map. Accessed April 1, 2022. https://digitalsanbornmaps-proquestcom.ezproxy.lapl.org/browse_maps/5/489/2163/2205/22088?accountid=6749 UCSB (University of California, Santa Barbara) Library. 1928. “Flight C-300, Frame I-123.” Aerial photograph.
Accessed April 1, 2022. https://mil.library.ucsb.edu/ap_indexes/FrameFinder. ———. 1949. “Flight C-13990, Frame 1-117X.” Aerial photograph. Accessed March 29, 2022. https://mil.library.ucsb.edu/ap_indexes/FrameFinder.
———. 1954. “Flight AXJ-1952, Frame 19K-163.” Aerial photograph. Accessed March 29, 2022. https://mil.library.ucsb.edu/ap_indexes/FrameFinder.
———. 1960. “Flight C-23870, Frame 1054.” Aerial photograph. Accessed March 29, 2022. https://mil.library.ucsb.edu/ap_indexes/FrameFinder.
———. 1968. “Flight TG-2400, Frame 1-230.” Aerial photograph. Accessed March 29, 2022. https://mil.library.ucsb.edu/ap_indexes/FrameFinder.
USGS (United States Geological Survey). 1927. Puente, California 7.5’ quadrangle. Accessed March 29, 2022. https://ngmdb.usgs.gov/ht-bin/tv_browse.pl?id=50316982b524b5b4e3dbf7901dcda5d8
*Recorded by: Susan Zamudio-Gurrola, Michael Baker International *Date: 25-April-2022 ☒ Continuation DPR 523L (9/2013)
State of California - The Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial
P5. Photographs and Descriptions, continued:
Photo 2: 865-867 Glentana St., S elevation, looking N Photo 3: 865-867 Glentana St., N elevation, looking S
Photo 4: 578-580 N. Azusa Ave, N elevation, looking S Photo 5: 578-580 N. Azusa Ave, W elevation, looking SE
Photo 6: 865-867 Glentana St., W and S elevations, Photo 7: Ancillary building, W and S elevations, looking looking NE looking NE
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APPENDIX C
Geotechnical Evaluation Report and Addendum
G E O T E C H N I C A L
E V A L U A T I O N
R E P O R T
PROPOSED COMMERCIAL DEVELOPMENT
Proposed Hotel Development
578 N. Azusa Ave.
Covina, CA 91722
Job No.: 22-075
August 24, 2022
14175 Telephone Ave. Ste. K | Chino, CA 91710 | 909.594.7414 | www.ducoengineering.com
DUCO ENGINEERING
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14175 Telephone Ave. Ste. K | Chino, Ca. 91710 | 909.594.7414 | [email protected] August 24, 2022
Sherman Oaks Inn, LLC
Attn: Mr. Raj Patel
1011 S. Atlantic Ave.
Compton, CA 90221
Subject: REPORT OF GEOTECHNICAL EVALUATION
Proposed Hotel Development
578 N. Azusa Ave.
Covina, CA 91722
Job No.: 22-075
Mr. Patel:
Thank you for the opportunity for Duco Engineering, Inc., to provide geotechnical services for this project. It is our pleasure to serve as the geotechnical consultant for the design and construction of the proposed commercial development project. The following presents a report of the geotechnical subsurface evaluation conducted at the subject site on August 10, 2022, in addition to an account of laboratory testing performed, and construction recommendations pertinent to the project. It is the opinion of this firm that, with the validating inclusion of our recommendations, the proposed construction and site improvements will be acceptable and safe from a geotechnical standpoint. Please notify our office if any significant changes are made to the proposed development plan, as such changes may warrant further comment or revision of the provided recommendations.
Our office welcomes any further questions or comments you may have. It is our desire to serve our clients with the utmost efficiency and professionalism.
Respectfully submitted,
DUCO ENGINEERING, INC.
James D. Collett, P.E.
DUCO ENGINEERING
Job No. 22-075 578 N. Azusa Ave., Covina, CA Page 2
TABLE OF CONTENTS
1.0 INTRODUCTION ................................................. 4
1.1 Scope of Report................................................................................................................................................ 4
1.2 Scope of Construction ...................................................................................................................................... 4
2.0 SITE EVALUATION .............................................. 4
2.1 Field Exploration............................................................................................................................................... 4
2.2 Laboratory Testing ........................................................................................................................................... 4
3.0 SITE CONDITIONS .............................................. 5
3.1 Surficial Conditions........................................................................................................................................... 5
3.2 Subsurface Conditions...................................................................................................................................... 5
3.3 Geologic Summary........................................................................................................................................... 5
3.4 Seismic and Geologic Hazards ..................................................................................................................... 5
3.5 Groundwater..................................................................................................................................................... 6
4.0 SITE CONCLUSIONS ............................................ 7
4.1 Site Feasibility ................................................................................................................................................... 7
4.2 Soil Expansivity ................................................................................................................................................. 7
4.3 Soil Corrosivity .................................................................................................................................................. 7
4.4 Seismic Design Considerations....................................................................................................................... 7
4.5 Grading and Site Preparation ...................................................................................................................... 7
4.6 Stormwater Infiltration..................................................................................................................................... 7
5.0 GEOTECHNICAL RECOMMENDATIONS ....................... 8
5.1 Soil Corrosivity .................................................................................................................................................. 8
5.2 Grading and Site Preparation ...................................................................................................................... 8
5.2.1 Demolition and Debris Disposal.......................................................................................................... 8
5.2.2 Grading Recommendations.................................................................................................................. 8
5.2.3 Shrinkage................................................................................................................................................. 8
5.3 Building Foundations......................................................................................................................................... 9
5.4 Floor Slabs.......................................................................................................................................................... 9
5.5 Retaining Walls.............................................................................................................................................. 10
5.5.1 Retaining Wall Backfill and Drainage...........................................................................................10
5.6 Temporary Excavations................................................................................................................................ 10
5.7 Drainage and Landscaping......................................................................................................................... 10
5.8 Hardscape....................................................................................................................................................... 10
5.9 Pavement Design............................................................................................................................................ 11
6.0 SUMMARY & CLOSURE ........................................ 13
6.1 Design Review ................................................................................................................................................ 13
6.2 Project Oversight and Inspection................................................................................................................ 13
6.3 Closure.............................................................................................................................................................. 13
7.0 REFERENCES ................................................... 14
Job No. 22-075 578 N. Azusa Ave., Covina, CA Page 3
A. APPENDIX: MAPS, LOGS .................................... A - 1 B. APP ENDIX: FIELD AND LABORATORY TESTING ......... B - 1 B1.0 Laboratory Test Procedures..................................................................................................................... B-1 B1.1 Shear Strength ..................................................................................................................................... B-1 B1.2 Settlement ............................................................................................................................................. B-1 B1.3 Expansive Index (EI)............................................................................................................................ B-1 B1.4 Corrosivity............................................................................................................................................. B-1 B2.0 Laboratory Test Results............................................................................................................................. B-2 Table B2.1 Maximum Unit Weight and Expansive Index, and R-Value .......................................... B-2 Table B2.2 Corrosive Properties ............................................................................................................... B-2 C. APPENDIX: GENERAL GRADING RECOMMENDATIONS .. C - 1
C.1 Structural Fills................................................................................................................................................ C-1 C.2 Overexcavation ........................................................................................................................................... C-1 C.3 Fill Placement................................................................................................................................................ C-1 C.4 Fill Slopes, Retaining Wall Backfills ........................................................................................................ C-2 C.5 Grading/Earthwork Inspection................................................................................................................. C-2
Job No. 22-075 578 N. Azusa Ave., Covina, CA Page 4
1.0 INTRODUCTION
1.1 Scope of Report
This study provides an assessment of the soil conditions in the vicinity of the proposed commercial development at 578 North Azusa Ave., in the City of Covina, California. Grading and construction recommendations are also provided herein to aid in the design and construction of the proposed site improvements. Project reference material included, among other documents, a preliminary site plan provided by Rhyton Engineering, which was adapted for our boring map on Figure 1.
1.2 Scope of Construction
The currently proposed scope of work consists of the construction of a three-story hotel building, including perimeter parking and other accessory site improvements. Site preparation will consist of demolition and remedial grading to create a firm, competent building pad to support the proposed structure, as well as lot levelling and subgrade processing for the parking areas.
2.0 SITE EVALUATION
2.1 Field Exploration
On August 10, 2022, this firm performed a field reconnaissance at the subject site. Subsurface exploration involved observation, logging, and sampling of four (4) test borings with a hollow-stem auger to a maximum depth of 50 feet. Test borings were backfilled following completion of logging and sampling. The locations of the test holes and a sketch of the proposed site are attached as Figure 1; test hole logs can be found in Appendix A. Where taken, in-place samples were obtained using a 2.5-inch O.D. ring sampler with a 140- lb automatic-trip hammer.
Infiltration testing was also performed using the borehole percolation method in two (2) locations roughly corresponding to the proposed infiltration device location, using Test Boring 1 as well as an auxiliary boring location some 10 feet away. These tests were conducted at an invert depth of 10 and 25 feet, respectively, with a minimum start-to-finish test duration of three (3) hours per Los Angeles County standards. Due to the sandy nature of the site, readings were taken at 10-minute intervals. Borings were backfilled upon completion of testing.
2.2 Laboratory Testing
On-site soils as encountered were tested for various material properties/characteristics, potentially including, but not limited to, shear strength, settlement/consolidation behavior, expansive index, and corrosive properties. Laboratory testing for this project was limited to the testing of on-site materials; the import of any materials for structural fill or backfill may warrant further testing at the time of grading/construction. A brief description of various common tests is presented in Appendix B, with results for each test included therein. All remaining soil samples are stored for future reference and analysis, if desired. Unless notified to the contrary, all samples are subject to discarding after 45 days of the date of this report.
Job No. 22-075 578 N. Azusa Ave., Covina, CA Page 5
3.0 SITE CONDITION S
3.1 Surficial Conditions
The subject site consists of an array of parcels totaling approximately 0.8 acres on the northeast corner of Azusa Avenue and Glentana Street, just north of San Bernardino Road. The front (Azusa Avenue street side) portion of the lot is occupied by a series of single-story wood frame structures while the east side of the property is a vacant dirt lot, with an alleyway running north-to-south bisecting the property. The current drainage pattern is generally flat but with an overall apparent north-to-south trend; the easterly vacant portion of the lot exhibits a slightly mounded surface contour. The site is bounded to the north by a propertyline commercial building and to the east by a commercial yard bounded by a chain link fence, while the south and west property lines are open to the street. The vacant lot portion of the subject site exhibited signs of prior site disturbance, likely from a previous structure and/or weed abatement measures. Historical aerial photos show this portion of lot to vacant dating back to at least 1985, though information prior to that was not able to be located.
3.2 Subsurface Conditions
Near-surface soils encountered in subsurface explorations consisted of soft native soils to a depth of up to four (4) to five (5) feet, observed to generally consist of soft, brown silty sands with scattered debris.
Competent native soils were encountered immediately beneath these fills, consisting of fine silty sands at contact, with coarser stratum and the occasional silt lens at greater depth. In-place density of these native soils was generally found to exceed 85% relative compaction below approximately six (6) feet deep.
Coarser sandy soils with gravel were found at approximately 20 feet, with occasional silty lenses.
Undisturbed native soils were found to be adequate for the support of structures and structural fills.
Stratigraphy may vary in localized areas, because of past grading and/or landscaping operations, as well as in the area of the existing structures to the west. Details of test holes can be found in the log of borings in Appendix A. Bulk soil samples were taken for subsequent laboratory testing and analysis. Earthen materials were visually classified in general accordance with Unified Soil Classification System of Nomenclature.
3.3 Geologic Summary
The subject site is located in the alluvial plain that emanates south from the San Gabriel Mountains, which constitute a significant portion of the Transverse Ranges. Dibblee, et.al. (1999) mapped the site within a deposit of Quaternary alluvial gravel, sand, and silt (Qa), a description in general conformance with the findings of our subsurface evaluation. Nearby faults with the potential to induce significant ground shaking include the Indian Hill Fault (1.45 km ESE), San Jose Fault (7.0 km SE), Sierra Madre Fault Zone (4.3 km N), and San Andreas Fault Zone (37.2 km NE), among others.
3.4 Seismic and Geologic Hazards
The subject site is not mapped within any area of susceptibility to fault rupture, liquefaction, or slope instability from seismic activity by the California Geological Survey. No faults or significant slopes are known to exist within a zone of imminent influence to the subject site, so we concur with these mappings that the potential risks of these seismic hazards at the subject site are very low.
As with much of California, faulting in the region of the subject property produce ground shaking of a significant magnitude. Given that known faults in the region are included in the UCERF models used to develop the ASCE 7 ground motions, a structural design in accordance with the 2019 California Building Code and ASCE 7-16 will be able to maintain adequate serviceability when exposed to maximum anticipated ground motions.
Job No. 22-075 578 N. Azusa Ave., Covina, CA Page 6
3.5 Groundwater
Groundwater was not encountered in any test hole and is not anticipated at any elevation that would affect the development. The California Geological Survey (1998) has mapped likely historic highwater at approximately 175 feet deep, which is supported by well data from the County of Los Angeles and others (LACDPW, 2022), (DWR, 2022).
Job No. 22-075 578 N. Azusa Ave., Covina, CA Page 7
4.0 SITE CONCLUSIONS
4.1 Site Feasibility
Conditions at the site are considered suitable for the proposed development. Provided the proposed development is constructed in conformance with the recommendations herein, the proposed development will be safe and adequate for its intended use. The proposed construction will not adversely affect the stability of properties outside of the building site.
4.2 Soil Expansivity
Expansion testing was performed on near-surface fill and native soils. These soils are considered to have a low expansion potential. Results of these tests can be found in Appendix B. Expansive soil design recommendations herein are based upon a moderate expansion potential within the zone of reasonable influence of the footings and floor slab. During grading procedures, it is possible that the soils that will directly affect the surrounding foundations will vary. An expansion test and revision of these recommendations may be necessary.
4.3 Soil Corrosivity
A representative sample of the onsite soil was obtained for corrosivity testing. Results of those tests are presented in Appendix B. Based on the results of the tests, the onsite soils are moderately corrosive with respect to resistivity only. On-site soils are not considered corrosive to concrete.
4.4 Seismic Design Considerations
The following parameters based on ASCE 7-16 may be used for the proposed structural design in accordance with Section 1613 of the 2019 California Building Code, provided that the seismic response coefficient is evaluated per Exception 2 of ASCE 71-16 Section 11.4.8:
Table 1: ASCE 7-16 seismic design parameters from seismicmaps.org for (34.09082554, -117.90697950) Site Class SS S1 SDS SD1 SMS SM1 PGAM
D 1.649 g 0.611 g 1.099 g 0.692 g 1.649 g 1.039 g 0.768 g Should this exemption not apply, then a risk-targeted ground motion analysis shall be conducted in accordance with Section 21.2 of ASCE 7-16, based on the preliminary structural design. Given the preliminary nature of this current evaluation, no such evaluation was not included in the contracted scope of work. Should such an evaluation be deemed necessary by the structural engineer, our firm shall immediately be contacted for further design-specific review and comment.
4.5 Grading and Site Preparation
In addition to surface grading to achieve finish elevations, grading for the proposed site improvements shall consist of removal and recompaction to create a firm, competent building pad, as well as subgrade preparation for parking areas. Grading recommendations are provided below, in Section 5.2.
4.6 Stormwater Infiltration
Based on the results of our on-site evaluation of infiltration potential, on-site infiltration is considered feasible. Refer to Section 5.10 below for further discussion and recommendations.
Job No. 22-075 578 N. Azusa Ave., Covina, CA Page 8
5.0 GEOTECHNICAL RECOMMENDATIONS
5.1 Soil Corrosivity
Given that on-site soils are considered moderately corrosive with respect to resistivity only, concrete need not incorporate additional measures in accordance with Chapter 4 of ACI 318. It is recommended, however, that all metal pipes should be wrapped in a tape coating system, sleeved, coated with a high-quality dielectric coating, or embedded in 3 sac slurry mix using type V cement. Bond underground steel pipes with rubber-gasketed or other nonconductive type joints for electrical continuity. Copper pipes should be placed in a poly-sleeve or other appropriate material and protected from soil contact. Consideration should be given to running overhead. It should be noted that the municipality may have minimum requirements for mitigation of soil corrosivity; those requirements shall govern if more conservative than the aforementioned recommendations.
5.2 Grading and Site Preparation
To remediate differential bearing soils and undocumented fill beneath proposed foundations, overexcavation and recompaction shall be performed to (a) remove all unsuitable surface soils to uniformly expose undisturbed, competent alluvium, (b) provide a minimum of 24 inches of compacted fill below all footings, and (c) provide a minimum of five (5) feet of removal below existing grade. Upon achieving this required surface removal, localized removals will be performed as necessary where the exposed excavation bottom does not exceed 85% relative compaction. Given the soil conditions encountered in our test borings, we anticipate removals on the order of five (5) to six (6) feet below existing grade. Where possible, lateral limits of grading shall extend the grater of (a) 1:1 the excavation depth or (b) five (5) feet, outside the foundation footprint in every direction. Overexcavation shall be avoided in easement areas, to minimize risks associated with exposing utilities. All processing and fill placement (including retaining wall backfill) shall conform to the following guidelines:
5.2.1 Demolition and Debris Disposal
Any demolition debris, debris encountered in the clearing and grubbing, and all vegetation is to be cleared from the grading area and hauled offsite. Any existing or abandoned utilities located within the proposed development area should be removed or relocated.
5.2.2 Grading Recommendations
After removal of all debris and vegetation and conforming to those recommendations previously set forth in site preparation and grading, soils may be recompacted. Prior to recompaction of these materials, all excavations will be inspected and approved prior to placing fill. The bottom of the approved excavation will be properly scarified; moisture conditioned and compacted to a depth of 8 inches prior to filling providing 90% in-place density. Fill soils will be spread in 6- to 8-inch loose lifts and contain 115% to 125% of optimum moisture content and then recompacted to more than 90% of the maximum density. ASTM D1557 or equivalent shall be used to evaluate the maximum density of all fill soils. Onsite soils as encountered are considered suitable for use as compacted fill, provided that all debris and any material larger than six (6) inches in diameter is screened out and eliminated from the fill.
5.2.3 Shrinkage
An average shrinkage factor of 10-15% should be anticipated for recompaction of near-surface soils.
Job No. 22-075 578 N. Azusa Ave., Covina, CA Page 9
5.3 Building Foundations
All footings for any proposed structure shall bear a minimum of 24 inches into certified compacted fill soils for the support of up to three (3) stories, measured relative to lowest adjacent grade. Footings shall be a minimum of 18 inches wide, with pad footings a minimum of 18 inches wide in each plan direction. All footings shall have an allowable bearing capacity of 2,000 psf, with a 15% increase for each additional foot of footing embedment depth and a 10% increase for each additional foot of width to a maximum of 4,000 psf. For temporary loading conditions—specifically seismic, wind, and any included impact loads— axial bearing capacity may be increased by 1/3 of the given values. Total settlement is not anticipated to exceed 0.75 inches, with a maximum differential of 0.4 inches over 25 feet.
Passive resistance may be designed for 250 psf/ft, maximum 3750 psf. The coefficient of friction for concrete poured in direct contact with compacted fill or undisturbed native soil may be taken as 0.35.
Foundations shall be designed in accordance with all applicable codes, but at minimum shall contain two (2) #4 reinforcement bars in both the top and bottom. A grade beam shall be placed across any door opening, and isolated pad footings shall be tied together in two directions.
5.4 Floor Slabs
5.4.1 Office/Hotel Room Areas
Any proposed floor slabs in office areas or other areas of similar use shall be a full four (4) inches thick and reinforced with at minimum #3 rebar, 15 inches on center in each direction, or another equivalent that satisfies both WRI slab design methodology for a non-plastic soil and minimum temperature and shrinkage requirements per ACI 318-14. At a minimum, these slabs shall be cast on four (4) inches of washed concrete sand, with 10-mil visqueen in the center of the sand layer. Alternatively, floor slab underlayment is permitted to consist of 14-mil vapor retarding layer, underlain by four (4) inches of ½ -inch or larger clean aggregate.
5.4.2 Warehouse/Garage Areas
Floor slabs in areas experiencing heavier loading, such as warehouse or garage spaces, shall be five (5) inches thick and reinforced with at minimum #4 rebar, 18 inches on-center in each direction, or another equivalent that satisfies both WRI slab design methodology for a non-plastic soil and minimum temperature and shrinkage requirements per ACI 318-14. At a minimum, these slabs shall be cast on four (4) inches of washed concrete sand, with 10-mil visqueen in the center of the sand layer. Alternatively, floor slab underlayment is permitted to consist of 14-mil vapor retarding layer, underlain by four (4) inches of 1⁄2- inch or larger clean aggregate. Should slab deflection be critical in any areas (e.g., for the support of precision heavy equipment), a configuration-specific design may be necessary.
5.4.3 Slab Subgrade Presaturation
Subgrade soils shall be moistened to a minimum to 120% of optimum moisture prior to pouring concrete slabs to a depth of 18 inches below grade, regardless of initial moisture content. Further, we recommend that floor slabs be scored into maximum 10-foot sections each way, to control cracking.
Job No. 22-075 578 N. Azusa Ave., Covina, CA Page 10
5.5 Retaining Walls
Cantilever retaining walls (i.e., retaining walls permitted to laterally deflect 0.2% of their height) backfilled with on-site soils shall be designed to accommodate an active pressure of 35 pcf and 51 pcf for level and 2H:1V inclined backfills, respectively. Cantilever retaining walls more than six (6) feet in retained height shall further accommodate a seismic load increment of 22.2 and 37 pcf for level and 2H:1V inclined backfills, respectively, applied as an equivalent fluid. These walls shall assume the foundation design values as provided above.
Cantilever walls should be constructed with separation joints at any wall vertices that exceed a 15-degree angle of departure. If this is not feasible, then any portion of the wall within 1:1 the wall height away from the vertex shall be designed for an at-rest pressure of 60 pcf for level conditions, applied as an equivalent fluid.
5.5.1 Retaining Wall Backfill and Drainage
Regardless of loading condition, all walls shall be backfilled and compacted with approved fill soils in conjunction with the requirements of Section 5.2 above, the attached retaining wall detail, and Appendix C as pertinent. All walls shall provide adequate drainage behind the wall to prevent the accumulation of hydrostatic pressure and/or seepage in the event of increased moisture conditions in the surrounding soils.
5.6 Temporary Excavations
All excavations must comply with current OSHA standards, state, local and federal safety regulations.
Excavations may be vertically cut to three (3) feet, then be sloped at a slope of 1H:1V. Surcharge loading, including stockpiled soil, should be placed 1:1 the excavation height back from the top of the excavation.
Configuration-specific analysis and recommendations (slots, cuts, etc.) may be necessary depending on excavation staging, should actual field conditions differ or should the proposed design be significantly altered.
Duco Engineering is not the OSHA responsible party; that individual or entity shall verify the safety of the site and working conditions.
5.7 Drainage and Landscaping
All site drainage should be collected and transferred to an approved storm water drainage system. No drainage should pond against any foundation or other structure. Any planned area drains should be recessed below grade to allow the free flow of water into the drain inlet. Landscaping improvements must not cause surface water to collect adjacent to any structure, causing saturated soils adjacent to the foundation. Flatwork and concrete walks should be at an elevation such that they will not obstruct the flow of surface water.
Proper drainage should be maintained at all times. The resident is responsible for proper maintenance, landscaping, and irrigation.
Irrigation methods should promote uniformity of moisture. Overwatering and underwatering must be avoided. Heavy irrigation and inadequate runoff gradients can create moisture problems. Maintaining adequate surface drainage and controlled irrigation will significantly reduce the potential for nuisance-type moisture issues.
5.8 Hardscape
Hardscape improvements are not generally considered structural; however, we do recommend that
Job No. 22-075 578 N. Azusa Ave., Covina, CA Page 11
overexcavation and recompaction be performed beneath proposed walkways, patios, garden walls, and other landscape features, to minimize the potential for cracking and other phenomena. Areas to receive hardscape should have the upper one (1) foot of approved natural soil or subgrade soil, whichever is deeper, recompacted to a minimum of 90%. Moisture content of subgrade soils should be maintained above optimum moisture. Concrete flatwork should be a minimum full four (4) inches thick, and consideration should be given to reinforcing #3 rebar spaced 18 inches center to center, in compliance with all pertinent governing code sections and design manuals. Control joints shall be provided, a minimum of one (1) inch deep, ten (10) feet on center or closer. All flatwork should be poured independent of any proposed structure and be separated by an expansion joint (felt). Additionally, it is recommended that all flatwork be constructed so that a minimum of ½ inch exists between the concrete flatwork and structures, such as residential buildings, retaining walls and sound privacy walls. Flatwork and concrete walks should be at an elevation such that they will not obstruct the flow of surface water.
5.9 Pavement Design
Given an R-Value of 66, asphalt pavement sections shall comply with the following minimum specifications:
Table 2: Asphalt Pavement Design Sections
Use Traffic Index (TI) HMA Thickness Base Thickness
Parking Stalls, Light Duty 4.0 2.5 in 4.0 in
Main Drive Aisle, Heavy Duty 5.5 3.0 in 4.0 in
Rigid concrete pavement sections shall comply with the following minimum specifications:
Table 3: PCC Pavement Design Sections
Use Traffic Index (TI) Concrete Thickness Base Thickness Parking Stalls, Light Duty 4.0 5.0 in 4.0 in
Main Drive Aisle, Heavy Duty 5.5 6.0 in 4.0 in
Prior to paving, the upper two (2) feet of subgrade shall be cleaned of any trash, vegetation, or other debris, and compacted to more than 90% relative compaction. Base material shall consist of crushed aggregate base in general accordance with the Caltrans Highway Design Manual (HDM) and shall be compacted to more than 95% relative compaction prior to placing the asphalt course.
5.10 Stormwater Infiltration
Following the field testing, the raw data was converted to an equivalent infiltration rate per Los Angeles County Standards, with the final three (3) readings averaged. The stabilized field infiltration rates for each boring are as follows:
]
Job No. 22-075 578 N. Azusa Ave., Covina, CA Page 12
Table 4: Minimum Field Infiltration Rates for Each Boring Based on the results of the field testing, we recommend the following design infiltration rates based on depth, with safety factors evaluated in accordance with County of Los Angeles standards:
Infiltration
Depth Field Rate Test Reduction Factor
(RFT)
Site Variability
Factor
(RFV)
Siltation/Maintenance
Factor
(RFS)
Total RF,
RFT x RFV x RFS Design Rate
0-20 ft 2.67 in/hr 1.5 1 2.0* 3.0* 0.89 in./hr.
20-50 ft 9.05 in/hr 1.5 1 2.0* 3.0* 3.02 in/hr
These values assume a moderate level of pretreatment and regular maintenance. The project civil engineer may, at their discretion, reduce the siltation/maintenance safety factor (*) should the WQMP include more extensive regular maintenance and effective pretreatment.
Infiltration basin inverts shall be set back a minimum of 15 feet from any slope or building structure and shall be located outside a 1:1 diagonal plane up from the bottom of any adjacent footing, in addition to all other pertinent state and local setback requirements.
Boring Material Tested Field Infiltration Rate, I
I-1 SM, 0-10’ 2.73 in/hr
I-2 SP-SM, 20-25’ 9.05 in/hr
Job No. 22-075 578 N. Azusa Ave., Covina, CA Page 13
6.0 SUMMARY & CLOSURE
6.1 Design Review
As a condition of the validity of the recommendations made herein, the working and final designs, upon completion, shall be provided to this firm for review, comment, and approval as appropriate. Should the proposed scope of work differ from that proposed as of the time of this evaluation, then further geotechnical work may be necessary to provide accurate recommendations for the design and construction of the development.
6.2 Project Oversight and Inspection
Site preparation, fill material removal and recompaction, and foundation and soil preparation for construction shall be reviewed by a geotechnical engineer during the grading and construction process.
Inspection of the completed foundation excavations shall be performed by a member of this firm, prior to the placement of any forms or reinforcement, to ensure conformance with the proposed design and design criteria. These additional services are not a part of this report and are provided at an additional cost.
6.3 Closure
The findings in this report are based and prepared in accordance with pertinent state and local building and design codes, as well as generally accepted geotechnical engineering practices. No other warranty, guarantee, or assurance is expressed or implied. This firm is not responsible for work performed outside of its responsible charge as defined in the California Professional Engineers Act and governing board rules or work for which this firm’s recommendations were not adhered to or for which this firm was not provided the opportunity of oversight, comment, and/or inspection.
Should you have any questions regarding this report of the recommendations contained herein, please contact this office.
Job No. 22-075 578 N. Azusa Ave., Covina, CA Page 14
7.0 REFERENCES
American Society of Civil Engineers. (2015). ASCE/SEI 7-16: Minimum Design Loads and Associated Criteria for Buildings and Other Structures.
California Building Standards Commission. (2019). 2019 California Building Code, Title 24, Pat 2 (Volumes 1 & 2).
California Department of Water Resources (2022). “SGMA Data Viewer”. <sgma.water.ca.gov>.
California Geological Survey. (1998). “Earthquake Zones of Required Investigation, Baldwin Park Quadrangle”.
California Geological Survey. (1998). “Seismic Hazard Zone Report for the Baldwin Park 7.5-Minute Quadrangle”.
California Geological Survey (2008). Special Publication 117A: Guidelines for Evaluating and Mitigating Seismic Hazards/
Los Angeles County Department of Public Works (2022). “Groundwater Wells”. < https://dpw.lacounty.gov/general/wells/>.
County of Los Angeles Department of Public Works. (2021). “GS200.1: Guidelines for Geotechnical Investigation and Reporting, Low Impact Development Stormwater Infiltration”.
Lund and Associates Engineering, Inc. (2022, April 13). “Grading Plan, Deluxe Hot Rods, APN 0276-014- 24, Colton, CA 92324”.
Structural Engineers Association of California. (2022). “Seismic Design Maps”. <seismicmaps.org>.
United States Geological Survey. (2022). “EarthExplorer”. <earthexplorer.usgs.gov>.
United States Geological Survey. (2022). “U.S. Quaternary Faults”. <https://usgs.maps.arcgis.com/apps/webappviewer/index.html?id=5a6038b3a1684561a9b0aaaa884 12fcf>.
Job No.: 22-075 578 N. Azusa Ave., Covina, CA Page A-1
A. APPENDIX: MAPS, LOGS
BORING MAP
Plan as provided by client. Locations are approximate and based on field measurements and sighting to distinguishable land features.
MEW PL
2 & B 1
ip
4 4
3 23074
LOT 9
578 N AZUSA
COVINA. CA 91722
i F¥— 4
MEW PL
GLENTANA ST SITE PLAN ©
GLENTANA STREET
A
p__4 I____4
-£P ’ Boring/Infiltration Test Location
A o’ 40’
DUCO ENGINEERING
Proposed Hotel
578 N. Azusa Ave.
Covina, CA 91722
Job No.:
22-075
Date:
8/29/22
Scale:
1”=30’
Figure:
1
0 5
10 15
20 25
30 2,2,4
3,5,8
5,10,12
7,9,11
A SM 1.5", Asphalt concrete, very weathered
1.5"-, SILTY FINE SAND, brown, damp, moderately firm, little to no gravel, moist at 5'
T.D 11.5', EOB
7.8 9.9
8.7 9.8
98.0 100.6
103.2
103.8
80.8 83.1
85.2 85.7
SOIL EXPLORATION LOG
PROJECT: Proposed Hotel Development JOB NO.: 22-075 TEST HOLE NO.: 1 CLIENT: Sherman Oaks Inn, LLC DATE: 8/10/22
LOCATION: See plan ELEVATION: 496.1
LOGGED BY: JC EXCAVATING EQUIPMENT: 8" dia. Hollow Stem Auger DEPTH TO WATER: none CAVING: none
SUMMARY OF SUBSURFACE CONDITIONS:
This log is part of the report prepared by Duco Engineering, Inc. for this project and should be read together with the report. This summary applies only to the location of the test hole at the time of the excavation. Subsurface conditions may differ at other locations and may change at this location with the passage of time. The data presented is a simplification of the actual conditions encountered.
DUCO ENGINEERING, INC. FIGURE NO.: 2 DEPTH (feet) SAMPLE BLOW COUNTS SOIL TYPE G RAPHIC LOG USCS DESCRIPTION FIELD MOIST. % OF DRY WT.
SAMPLE DATA DRY DEN. Lb./Cu. Ft. %COMP
0 5
10 15
20 25
30 1
1,2,3
2,2,2
2,2,2
23,25,29
17,50
A
B
A
SM
SPSM
SWSM
SM
1.5", Asphalt weathered
1.5"-18.5', SILTY FINE SAND, brown, damp, moderately firm below 4', moist at 15'
18.5'-29', SILTY COARSE SAND WITH GRAVEL,grey-brown,
mottled, very firm, damp
29-31', SILTY SAND LENS, brown, damp
8.9 9.0
7.4 11.1
2.7 2.4
SOIL EXPLORATION LOG
PROJECT: Proposed Hotel Development JOB NO.: 22-075 TEST HOLE NO.: 2 CLIENT: Sherman Oaks Inn, LLC DATE: 8/10/22
LOCATION: See plan ELEVATION: 496.3
LOGGED BY: JC EXCAVATING EQUIPMENT: Hollow stem auger
DEPTH TO WATER: none CAVING: none
SUMMARY OF SUBSURFACE CONDITIONS:
This log is part of the report prepared by Duco Engineering, Inc. for this project and should be read together with the report. This summary applies only to the location of the test hole at the time of the excavation. Subsurface conditions may differ at other locations and may change at this location with the passage of time. The data presented is a simplification of the actual conditions encountered.
DUCO ENGINEERING, INC. FIGURE NO.: 3 DEPTH (feet) SAMPLE BLOW COUNTS SOIL TYPE G RAPHIC LOG USCS DESCRIPTION FIELD MOIST. % OF DRY WT.
SAMPLE DATA DRY DEN. Lb./Cu. Ft. %COMP
:
r
:
rrr
i: i c:
m: M.f.:
t r i:
m: C i _ I •
t V7:
l r i:
f -i
r r. ]:
|; L. j •
m:
r. "i / r
m :
30 35
40 45
50 55
60 65
70 6,15,22
21,41,40
50 41,50
50 B
B
SPSM
SPSM
31'+, SILTY COARSE SAND WITH GRAVEL, tan- to grey-brown, very firm, damp
T.D. 50.5' EOB
5.1 2.7
3.0 2.5
2.5 SOIL EXPLORATION LOG
PROJECT: Proposed Hotel Development JOB NO.: 22-075 TEST HOLE NO.: 2 DUCO ENGINEERING, INC. FIGURE NO.: 3 DEPTH (feet) SAMPLE BLOW COUNTS SOIL TYPE G RAPHIC LOG USCS DESCRIPTION FIELD MOIST. % OF DRY WT.
SAMPLE DATA DRY DEN. Lb./Cu. Ft. %COMP
I. i
l JI-1 h
L
0 5
10 15
20 25
30 1,1,1
2,4,5
6,8,8
4,6,7
5,7,10
9,4,37
A
B
SM
SM
SPSM
SPSM
0-21.33', SILTY FINE SAND, tan, dry-damp, soft to moderately firm,
21.33', silty coarse sand with gravel
T.D. 26.5' EOB
3.9 4.3
5.0 3.4
2.7 1.9
SOIL EXPLORATION LOG
PROJECT: Proposed Hotel Development JOB NO.: 22-075 TEST HOLE NO.: 3 CLIENT: Sherman Oaks Inn, LLC DATE: 8/10/22
LOCATION: See plan ELEVATION: 498.5
LOGGED BY: JC EXCAVATING EQUIPMENT: Hollow stem auger
DEPTH TO WATER: none CAVING: none
SUMMARY OF SUBSURFACE CONDITIONS:
This log is part of the report prepared by Duco Engineering, Inc. for this project and should be read together with the report. This summary applies only to the location of the test hole at the time of the excavation. Subsurface conditions may differ at other locations and may change at this location with the passage of time. The data presented is a simplification of the actual conditions encountered.
DUCO ENGINEERING, INC. FIGURE NO.: 4 DEPTH (feet) SAMPLE BLOW COUNTS SOIL TYPE G RAPHIC LOG USCS DESCRIPTION FIELD MOIST. % OF DRY WT.
SAMPLE DATA DRY DEN. Lb./Cu. Ft. %COMP
::
r
r
r
0 5
10 15
20 25
30 7,5,11
4,5,9
14,25,29
14,17,26
7,11,14
9,40,37
A
B
SM
SPSM
0-18.5', SILTY FINE SAND, tan, soft to moderately firm, dry to damp
18.5'-25', SILTY COARSE SAND WITH GRAVEL,grey-brown,
mottled, very firm, damp
T.D. 25' EOB
4.2 2.8
3.9 4.3
3.3 1.8
102.1
105.3
104.5
106.3
107.0
109.6
84.3 87.0
86.3 87.8
88.4 SOIL EXPLORATION LOG
PROJECT: Proposed Hotel Development JOB NO.: 22-075 TEST HOLE NO.: 4 CLIENT: Sherman Oaks Inn, LLC DATE: 8/10/22
LOCATION: See plan ELEVATION: 498.0
LOGGED BY: JC EXCAVATING EQUIPMENT: Hollow stem auger
DEPTH TO WATER: none CAVING: none
SUMMARY OF SUBSURFACE CONDITIONS:
This log is part of the report prepared by Duco Engineering, Inc. for this project and should be read together with the report. This summary applies only to the location of the test hole at the time of the excavation. Subsurface conditions may differ at other locations and may change at this location with the passage of time. The data presented is a simplification of the actual conditions encountered.
DUCO ENGINEERING, INC. FIGURE NO.: 5 DEPTH (feet) SAMPLE BLOW COUNTS SOIL TYPE G RAPHIC LOG USCS DESCRIPTION FIELD MOIST. % OF DRY WT.
SAMPLE DATA DRY DEN. Lb./Cu. Ft. %COMP
I
I
t J-1: r j.t:
Job No.: 22-075 578 N. Azusa Ave., Covina, CA Page B-1
B. APPENDIX: FIELD AND LABORATORY TESTING
B1.0 Laboratory Test Procedures
Laboratory tests were performed in general accordance with test methods of the American Society for Testing and Materials (ASTM) or other suggested methods. Test procedures are explained below:
B1.1 Shear Strength
Shear strength characteristics of subsurface soils were evaluated by direct shear testing, in conformance with ASTM D3080. In this method, three (3) or more soil samples (either in-place or remolded to replicate observed or anticipated field conditions) are submerged and consolidated under unique normal loads. After consolidating, each sample is sheared at a constant rate (strain controlled) in a shear box, with shear resistance and displacement measured, recorded, and analyzed. The samples were tested in a 2.5-inch O.D. circular shear box, using a controlled displacement rate of 0.0250-inch per minute in general accordance with ASTM D3080.
B1.2 Settlement
Settlement characteristics of representative samples were evaluated by means of laboratory consolidation tests. Samples were tested in a consolidometer using a dead weight lever system for load application in general accordance with ASTM D2435.
B1.3 Expansive Index (EI)
Expansion tests were performed on representative surface soils in general accordance with the standard procedure of Expansion Index test ASTM 4829. In this testing procedure, the remolded sample is compacted at 50 percent saturation, and, after remolding, the sample is confined under a pressure of 144 psf. and allowed to soak for twenty-four hours. The resulting volume change due to an increase in moisture content is recorded together along with the initial moisture content and dry density. The corresponding Expansion Index is presented in Appendix B.
B1.4 Corrosivity
Corrosivity tests were previously performed on composite samples to evaluate the pH and electrical resistance of the soils. These tests were reportedly conducted in general accordance with California Test method No. 643. Soluble Chlorides were evaluated in general accordance with California test method No. 422. The concentration of soluble sulfate was also evaluated in general accordance with California test method No. 417. Duco Engineering, Inc. does not practice corrosion engineering. We recommend a competent corrosion engineer be retained to further evaluate and test the site soils, as required, to provide specific corrosion mitigation methods appropriate for the project.
Job No.: 22-075 578 N. Azusa Ave., Covina, CA Page B-2
B2.0 Laboratory Test Results
The results of the laboratory tests are presented on the following tables, and subsequent figures. The moisture content results are indicated on the exploratory boring logs, previously presented in Appendix A.
Table B2.1 Maximum Unit Weight and Expansive Index, and R-Value Soil Type Opt. Moist. Max. Unit Wt. EI R-Value
A—SILTYSAND, brown (B-1, 0-4’) 11.6% 121.1 pcf 29 66
Table B2.2 Corrosive Properties
Soil Type Soluble Sulfate
(CA 417)
Soluble Chloride
(CA 422)
Min. Resistivity
(CA 643)
pH
A (B-3, 0-3’) 160 ppm 44 ppm 3600 ohm-cm 7.4
Tested By: AP Checked By: JC
Client: Sherman Oaks Inn, LLC
Project: Proposed Hotel Development
578 N. Azusa Ave.
Source of Sample: 1 Depth: 5
Proj. No.: 22-075 Date Sampled: 8/10/22
Sample Type: Drive Sample
Description: SILTY FINE SAND, brown, damp,
moderately firm, little to no gravel
Specific Gravity= 2.7
Remarks:
Figure 6
Sample No.
Water Content, %
Dry Density, pcf
Saturation, %
Void Ratio
Diameter, in.
Height, in.
Water Content, %
Dry Density, pcf
Saturation, %
Void Ratio
Diameter, in.
Height, in.
Normal Stress, psf
Peak Stress, psf
Strain, %
Ult. Stress, psf
Strain, %
Strain rate, in./min. Initial At Test Shear Stress, psf 0 500
1000
1500
2000
2500
3000
Strain, %
0 5 10 15 20
1 2
3 Ult. Stress, psf Peak Stress, psf
0 1000
2000
3000
Normal Stress, psf
0 1000 2000 3000 4000 5000 6000
C, psf
f, deg
Tan(f)
Peak Ult.
0 28.3
0.54 0
28.1 0.53
1 9.9
100.2
39.1 0.6819
2.42 1.00
25.2 100.2
99.9 0.6819
2.42 1.00
1000
552
8.3 504
8.7 0.010
2 9.9
101.7
40.6 0.6572
2.42 1.00
24.3 101.7
100.0
0.6572
2.42 1.00
2000
1056
10.1 1032
10.3 0.020
3 9.9
105.2
44.3 0.6022
2.42 1.00
22.3 105.2
100.0
0.6022
2.42 1.00
4000
2160
8.7 2160
8.7 0.020
X
k
v¥-
DUCO -Engineering. Inc.-
Tested By: AP Checked By: JC
CONSOLIDATION TEST REPORT Percent Strain
8 7
6 5
4 3
2 1
0 -1
-2
Applied Pressure - ksf
0.01 0.1 1 10
Water
Added
Natural Dry Dens. LL PI Sp. Overburden Pc Cc Cs
Swell Press. Clpse.
%
eo Sat. Moist. (pcf) Gr. (ksf) (ksf) (ksf)
38.3 % 9.3 % 101.7 2.7 .01 3.3 0.10 0.01 1.3 0.657
SILTY FINE SAND, brown, damp, moderately firm, little to no gravel 22-075 Sherman Oaks Inn, LLC
Proposed Hotel Development
578 N. Azusa Ave.
7 MATERIAL DESCRIPTION USCS AASHTO
Project No. Client: Remarks:
Project:
Source of Sample: 1 Depth: 10
DUCO -Engineering. Inc.- Figure
Tested By: AP Checked By: JC
CONSOLIDATION TEST REPORT Percent Strain
8 7
6 5
4 3
2 1
0 -1
-2
Applied Pressure - ksf
0.01 0.1 1 10
Water
Added
Natural Dry Dens. LL PI Sp. Overburden Pc Cc Cs
Swell Press. Clpse.
%
eo Sat. Moist. (pcf) Gr. (ksf) (ksf) (ksf)
19.5 % 4.2 % 106.7 2.7 .01 3.0 0.09 0.01 0.9 0.580
SILTY COARSE SAND WITH GRAVEL,grey-brown, mottled, very firm, damp 22-075 Sherman Oaks Inn, LLC
Proposed Hotel Development
578 N. Azusa Ave.
8 MATERIAL DESCRIPTION USCS AASHTO
Project No. Client: Remarks:
Project:
Source of Sample: 4 Depth: 20
DUCO -Engineering. Inc.- Figure
BORING INFILTRATION
TEST LOG
DUCO ENGINEERING
Fig No. 9
Project: Job No.: 21-080
Address: Date: 8/27/21
Test No: 1 50 ft+ Soak Start: 7:17
Tech: JC Soak End: 7:47
Depth: 10 0.5-6 ft 1 ft drop time 22 seconds
Diameter: 8 Sounder 10/30 min? 10
Soil Type: SM Notes:
Pipe Dia: 2
Start Time Dur. (min) d1 (in). d2 (in). Vol (in^3) Area (in^2) Rate (in/hr) 7:48 10 24 45.5 472.8 2142.6 1.32
7:58 10 23.75 55.25 692.7 2023.2 2.05
8:08 10 26.25 68.375 926.4 1826.8 3.04
8:19 10 24.5 70 1000.6 1828.4 3.28
8:29 10 24 65.75 918.1 1888.1 2.92
8:39 10 24.75 63.625 854.9 1905.4 2.69
8:50 10 24.25 63 852.2 1919.5 2.66
9:00 10 26 62 791.7 1910.1 2.49
9:12 10 23.25 63 874.2 1932.1 2.71
9:22 10 25.5 61.25 786.2 1925.8 2.45
9:32 10 24.25 63.25 857.7 1916.4 2.69
9:43 10 24.875 62.25 821.9 1921.1 2.57
9:54 10 23.25 64.75 912.6 1910.1 2.87
10:05 10 24.75 64.25 868.7 1897.5 2.75
Test No: 2 50 ft+ Soak Start: 7:28
Tech: JC Soak End: 7:58
Depth: 25 0.5-6 ft 1 ft drop time 48 seconds
Diameter: 8 Sounder 10/30 min? 10
Soil Type: SM Notes:
Pipe Dia: 2
Start Time Dur. (min) d1 (in). d2 (in). Vol (in^3) Area (in^2) Rate (in/hr) 8:00 10 241.5 295 1176.5 798.0 8.85
8:11 10 240.75 297.2 1241.4 779.7 9.55
8:22 10 239 300 1341.5 766.5 10.50
8:34 10 240.5 300 1308.5 747.7 10.50
8:45 10 240.875 300 1300.2 743.0 10.50
8:57 10 242.375 300 1267.2 724.1 10.50
9:08 10 241.5 296.5 1209.5 779.1 9.31
9:19 10 239.75 294.75 1209.5 823.1 8.82
9:31 10 240.625 295.25 1201.3 805.8 8.94
9:42 10 238.5 294.875 1239.8 837.2 8.88
9:54 10 241.25 295.25 1187.5 798.0 8.93
10:05 10 240 296 1231.5 804.2 9.19
10:16 10 240.625 295.5 1206.8 802.7 9.02
Depth to Water Table:
Depth top BMP Invert:
Tested Depths:
Measurement Method:
bottom sealed with bentonite
interval from 8:22-8:57 ran dry
Tested Depths:
Measurement Method:
bottom sealed with bentonite
Proposed Infiltration Basin
578 N. Azusa Ave. Covina
Depth to Water Table:
Depth top BMP Invert:
DUCO ENGINEERING
Fig No.: 10
0 2
4 6
8 10
12 0:00 0:15 0:30 0:45 1:00 1:15 1:30 1:45 2:00 2:15 2:30 2:45 FIeld Infiltration Rate (in/hr)
Elapsed Time Following 1-hour Pre-soak (hr:min)
Infiltration Study Field Rates
Test 1
A A Test 2
A
w
Job No.: 22-075 578 N. Azusa Ave., Covina, CA Page C-1
C. APPENDIX: GENERAL GRADING RECOMMENDATIONS
All grading, including cuts, fills, overexcavations, etc., shall be conducted under the oversight of this firm, and shall be in accordance with the recommendations and provisions of the current California Building Code and any additionally governing design or construction codes, including local regulations. The following should be considered general recommendations; recommendations in the main body test of this report shall be adhered to where they differ from those given below.
C.1 Structural Fills
Structural fills shall not be founded on any loose, disturbed, uncertified, and/or unapproved material.
Structural fills are generally defined as any fill materials placed in the support of any building or earth structure, including buildings, swimming pools, retaining walls, fill slopes, etc. Structural fills may only be founded on approved native material (i.e., alluvium or bedrock) or certified compacted fill. Typically, no topsoil or colluvium shall remain below any structural fills.
C.2 Overexcavation
Unless otherwise specified, overexcavation of surface soils as required shall extend into approved native material and/or certified compacted fill, penetrating all loose, disturbed and/or unsuitable soils per the direction of the geotechnical engineer or subsequent representative. Overexcavation shall extend laterally outside the building footprint (a) 5 feet, or (b) a distance equal to the depth of adjacent excavation, whichever is greater. Areas where this requirement cannot be met (i.e., adjacent property lines, structures, etc.) shall be reviewed for by this firm on a case-by-case basis. Minimum depth of overexcavation shall be specified by this firm but should (unless specified otherwise) extend two (2) feet below the proposed footing bottom elevation(s) if the removal of unsuitable surface materials will not already extend to that depth.
C.3 Fill Placement
All fill materials placed under the direction of this firm shall be placed as a compacted fill, with a relative compaction of at least 90% with respect to the maximum dry unit weight evaluated in accordance with ASTM D1557, unless otherwise specified at the direction of the municipal authority or this firm (i.e., road base compacted to 95%, deep fills compacted to 93%, etc.). Fill materials shall be moistened or dried back to 115-120% of the optimum moisture content, placed in six (6) to eight (8) inch-thick loose lifts, and compacted with the appropriate equipment. This firm shall test compaction for every two (2) feet of fill thickness, or 1000 cubic yards placed, whichever occurs first.
Job No.: 22-075 578 N. Azusa Ave., Covina, CA Page C-2
C.4 Fill Slopes, Retaining Wall Backfills
Any fill slopes or retaining walls placed shall conform to the design recommendations of this firm, as specified in the geotechnical report and/or respective details, attached herein as pertinent. A subdrain shall be installed at the heel of any geotechnical installation—slope, retaining wall, or otherwise. The contractor and/or client are responsible for verifying that the municipal authority does not have additional, stricter requirements than those specified herein for such construction.
C.5 Grading/Earthwork Inspection
As a condition of grading approval, this firm shall be afforded the opportunity to observe, inspect, and approve all back-cuts, excavation bottoms, subdrains, foundation excavations, and grading operations.
Should in-field conditions differ from those observed during the geotechnical evaluation, revisions to the recommendations made by the geotechnical engineer and/or geologist may become necessary. While governing codes specify minimum required inspections for compacted fill placement, this firm reserves the right to perform such inspections and oversight as frequently as necessary to accept geotechnical responsibility for the work performed in good faith.
0.75 1
H/2 min.
H
Greater of (1) 6 in. or (2) depth to Competent Native Soil ≥2
1 Mirafi 140N or Equivalent Filter Fabric
Gravel or Crushed Rock, 1 cu. ft./ft. min. 4 in. min. Perforated Pipe, Schedule 40 or Equivalent Select Backfill, granular, SE≥30, ≥90% RC
Fill Cap, ≥90% RC
Swale Recommended for All Wall Installations
12 in.
Approved Native Material
Mirafi 140N or Equivalent Filter Fabric
H
Greater of (1) 6 in. or (2) depth to Competent Native Soil Mirafi 140N or Equivalent Filter Fabric
Gravel or Crushed Rock, 1 cu. ft./ft. min.
4 in. min. Perforated Pipe, Schedule 40 or Equivalent
Approved Backfill Material
2 ft.
14175 Telephone Ave. Ste. K
Chino, CA 91710
909.594.7414
[email protected]
RETAINING WALL
BACKFILL DETAILS
Rev. Date: 08/2017
SHEET TITLE:
DRW/CHK: JC/DD
FIG.
Native/Limited Access Wall Backfill
Select Material Wall Backfill
a
L
/
DUCO ENGINEERING
11 Page 988 of 2700
14175 Telephone Ave. Ste. K | Chino, Ca. 91710 | 909.594.7414 | [email protected] Sherman Oaks Inn, LLC
Attn: Mr. Raj Patel
1011 S. Atlantic Ave.
Compton, CA 90221
October 25, 2022
Job No. 22-075
Subject: Addendum to Geotechnical Report, Rev. 1
Planning Review Response
Proposed Hotel Development
578 N. Azusa Ave.
Covina, CA 91722
Mr. Patel:
At the request of Mr. John Alajov, P.E., we provide the following responses to the comments issued by the City of Covina Planning Department. Review comments are printed above our responses in italics.
1. In Section 3.3, Geologic Summary, of the report, please address the Walnut Creek Fault and add the distance between the Project Site and this fault. Per the City's Safety Element, the City includes two potentially active earthquake faults: 1) the Indian Hill Fault, which runs through a portion of the northeastern section of the City, and 2) the Walnut Creek Fault, which traverses southeastern Covina along Walnut Creek.
The Walnut Creek Fault strikes northeast to southwest some 3.4 km southeast of the subject site. While this fault is considered potentially active, comparatively little is known about its slip rate or potential ground motions, and the USGS considers its mapping certainty poor, based solely on inferred mapping by Morton and Miller (2003). Consequently, the Walnut Creek Fault is not considered a source fault by the National Seismic Hazard Mapping Program (NSHMP).
1b. Does the USGS also consider the Indian Hill Fault, which is much closer to the Project Site, to have poor mapping certainty? Is the Indian Hill Fault also not considered a source fault by the NSHMP? Neither fault is considered a source fault by the current (2014) edition of the NSHMP sources, though the Indian Hill Fault is mapped with more certainty and is considered to be a more recently active fault trace (late Quaternary). However, despite its heavily inferred nature, the Walnut Creek Fault will be included within the 2023 edition of the NSHMP source database.
2. Please incorporate discussion regarding the drywell ground infiltration system as it is to be installed to a depth of 40 feet below grade.
DUCO ENGINEERING
Duco Engineering, Inc. Job No. 22-075 Page 2
The scope of our site evaluation included boring to 50.5 feet below grade to verify subsurface soil conditions—greater than 10 feet deeper than the maximum proposed drywell depth. Soils encountered below a depth of 18.5 to 21 feet were consistently observed to be granular materials, with coarseness and oversized content generally increasing with depth, which has a near universal positive correlation with infiltration rate. As such, the tested values provided in our report are sufficiently conservative to account for use in the design of a 40-foot drywell. Provided that such a drywell complies with the appropriate requirements and setbacks as outlined in the Los Angeles County LID Manual and administrative publication GS200.1, such a drywell should be safe and adequate for its intended use.
Should you have any questions regarding this report of the recommendations contained herein, please contact this office.
Sincerely,
James D. Collett, PE
References:
Duco Engineering, Inc. (2022, August 24). “Geotechnical Evaluation Report, Proposed Commercial Development, 578 N. Azusa Ave., Covina, CA 91722”.
United States Geological Survey. (2022). “U.S. Quaternary Faults”. <usgs.maps.arcgis.com>.
APPENDIX D
Phase I Environmental Site Assessment and Addendum
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A DIVISION OF PETROLEUM INDUSTRY CONSULTANTS, INC.
2619 Sierra Way, La Verne, CA 91750
Phone: (909) 593-2427 - Cell: (909) 450-1703
Email: [email protected]
PHASE I
ENVIRONMENTAL SITE ASSESSMENT REPORT
PREPARED FOR
RAJ PATEL
SHERMAN OAKS INN, LLC
1011 SOUTH ATLANTIC AVENUE
COMPTON, CA 90221
CONCERNING COMMERCIAL
PROPERTY AT
542 - 580 NORTH AZUSA AVENUE
845 - 867 WEST GLENTANA STREET
COVINA, CA 91722
JUNE 15,2022
PIC ENVIRONMENTAL SERVICES
2619 SIERRA WAY
LA VERNE, CA 91750
TABLE OF CONTENTS
TEXT PAGE
Introduction............................................................................................................................................... 1 Scope of Investigation...............................................................................................................................1 Site Inspection........................................................................................................................................... 1 Site Description......................................................................................................................................... 2 Site History................................................................................................................................................ 2 Survey of Adjacent Properties...................................................................................................................3 Historical Aerial Photograph Review........................................................................................................3 Government Records Review....................................................................................................................4 Geology and Hydrogeology....................................................................................................................... 9 Conclusions and Recommendations..........................................................................................................9
DISPLAYS
Figure 1: Site Location and Topographic Map
Figure 2: Site Map
Figure 3: Groundwater Contour Map
Figure 4: Oil and Gas Map
Figure 5: Asbestos Reference Display
Figure 6: Landfill Map
Appendix A: Title Information
Appendix B: Site Photos
Appendix C: City Permit Records
Appendix D: Historic Topographic Maps
Appendix E: Historic Aerial Photographs
Appendix F: City Directory Report
Appendix G: EDR Report
Appendix H: Resumes
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PIC ENVIRONMENTAL SERVICES
A DIVISION OF PETROLEUM INDUSTRY CONSULTANTS, INC.
2619 Sierra Way, La Verne, CA 91750
909/593-2427 Cell: 909/450-1703
June 15, 2022
INTRODUCTION
PIC Environmental Services (PIC) was contracted by Raj Patel to perform a Phase I Environmental Site Assessment (PESA) at commercial property located in Covina, California (see Figure 1). The purpose of this investigation was to determine if environmental impairments existed at the site. This document represents the PESA report prepared in accordance with customary industry practices and current ASTM (2013) Standards. This document also intends to satisfy the “All Appropriate Inquiries” guidelines established by the Federal Environmental Protection Agency (EPA).
The following sources were used to prepare this report:
1. Site Inspection
2. California Regional Water Quality Control Board (RWQCB) records
3. California Department of Toxic Substances Control (DTSC), Site Mitigation Division records
4. United States Environmental Protection Agency (EPA) and Geological Society (USGS) records
5. California Department of Natural Resources (CDNR),
Division of Oil, Gas, and Geothermal Resources (DOGGR) records (now CalGEM)
6. Los Angeles County Waste Discharge Systems records of active and inactive landfills
7. EDR collection of historic aerial photographs
8. Los Angeles County UST and Hazardous Materials Permit Records
9. Los Angeles County Title Records
10. Historic Telephone Directories
11 City of Covina Permit Records
SCOPE OF INVESTIGATION
The scope of this investigation included: site inspection, survey of adjacent properties, review of the above listed government records, review of historical aerial photographs, and geologic and hydrogeologic information search.
SITE INSPECTION
On May 31, 2022, PIC Senior Geologist, Ethan Hersch, conducted site inspections at the subject property and adjacent/nearby properties. Manny Vitela (property manager) assisted PIC with the inspections and provided historical information.
Azusa Avenue and Glentana Street
Covina, CA 91722
June 15,2022
SITE DESCRIPTION
The subject property includes about 35309 square feet of property located east of Azusa Avenue and north of Glentana Street in Covina, CA.
Historic addresses used at the property appear to include 542 through 580 North Azusa Avenue and 845 through 867 West Glentana Street in Covina, CA 91722. The site was occupied by Alltech Auto Sales and Romilda Tax Services at the time of PIC’s Inspection. The Los Angeles County Assessor Parcel Numbers are 8432-006-015 and 8432-006-017. Additional title information is attached in Appendix A.
Property boundaries are indicated by public streets to the south and west and adjoining commercial developments to the north and east. Figure 2 and photographs in Appendix B illustrate features observed onsite by PIC. The subject property does contain permanent structural improvements. Structural improvements include three adjoining commercial (office) buildings. City Permit Records in Appendix C and County title records indicate the buildings were constructed in the early 1960s. Historic aerial photos indicate a commercial building may have been present onsite in the 1950s.
Because the onsite buildings were constructed prior to 1980, asbestos containing construction materials (ACM) may be present. A reference diagram of common ACM in older structures is illustrated on Figure 5.
PIC’s inspection and review of historic records found no evidence of underground storage tanks, clarifiers, surface staining or other significant environmental impairments at the property.
SITE HISTORY
Based on a review of regulatory records, County title records, historic telephone directories, historic topographic maps, and historic aerial photos, it appears the subject property was initially used for agricultural purposes (citrus orchard) as early as 1928 (see Appendix E). A residential dwelling appears to have been constructed onsite by the early 1950s. The existing commercial buildings were constructed in the early 1960s replacing the former citrus orchard and residence. The eastern parcel appears to have remained undeveloped historically. Historic telephone directories document occupation of the property by numerous commercial listings since the late 1950s. Historic occupants include insurance offices, dental offices, financial service offices, a tree service, contractors offices, tax services, a catering business, real estate offices, a termite contractor, travel agencies, auto sales businesses, and other office businesses.
In conclusion, PIC found no historical evidence that the subject property contained subsurface structures or facilities used to process, store, or discharge petroleum or hazardous substances. Historic use of the property for a citrus orchard was conducted during the potential use of organochlorine pesticides. PIC has considerable experience with pesticide soil testing throughout Southern California. It is very unlikely that elevated concentrations of pesticide residue accumulated in soil onsite. Moreover, grading operations prior to construction of the existing buildings would have mixed surface and shallow soils As a result, PIC’s review of historic records and permit documents found no evidence of significant environmental concerns (Recognized Environmental Conditions) at the subject property.
E4441 Phase I PIC ENVIRONMENTAL SERVICES
Azusa Avenue and Glentana Street
Covina, CA 91722
June 15,2022
SURVEY OF ADJACENT PROPERTIES
Commercial developments were observed on adjoining and nearby properties.
None of the adjacent properties exhibited obvious evidence of petroleum or hazardous materials contamination problems. In addition, the EDR Report in Appendix G discovered no adjacent or nearby properties with significant, historic environmental concerns. As a result, there is no evidence the subject property was impacted by subsurface contamination released at nearby properties.
Surface runoff at all surrounding properties appeared to be southwesterly parallel to the nearby San Dimas Wash.
No evidence of historic or improper waste disposal was observed by PIC in any storm drain at the site.
HISTORICAL AERIAL PHOTOGRAPH REVIEW
Historical aerial photographs provided by EDR were reviewed by PIC (see copies in Appendix E).
Available photographs were dated 1928, 1938, 1948, 1954, 1964, 1970, 1977, 1981, 1983, 1990, 2002, 2005, 2009, 2012, 2016, and 2021.
The 1928, 1938, and 1948 photos indicate the property contained a citrus orchard and was undeveloped and unoccupied. Azusa Avenue had been constructed adjacent to the site by 1928.
By 1954, an apparent residence had been constructed on the property. Many of the citrus trees had been removed.
By 1964, the existing commercial buildings had been constructed on the western parcel. Subsequent photos exhibit similar features.
The 2021 photo has been enlarged and reproduced as Figure 2 for reference.
The aerial photo study indicates no obvious environmental impairments on the subject property or from adjacent properties. The aerial photo search did not indicate any oil well drilling or landfill activity on the site.
E444I Phase [ PIC ENVIRONMENTAL SERVICES
Azusa Avenue and Glentana Street
Covina, CA 91722
June 15,2022
GOVERNMENT RECORDS REVIEW
The following federal, state, and local public records and associated lists were searched to determine the potential for or existence of onsite and/or offsite unauthorized releases of hazardous materials (i.e., contamination) related to onsite and/or offsite aboveground or underground storage tanks, or any other potential sources:
FEDERAL SOURCES
NPL National Priority List
PROPOSED NPL Proposed National Priority List
DELISTED NPL National Priority List Deletions
NPL LIENS Federal Superfund Liens
CERCLIS (SEMS) Comprehensive Environmental Response, Compensation, and Liability Information System
CERCLIS - NFRAP (SEMS) CERCLIS No Further Remedial Action Planned CORRACTS Corrective Action Report
RCRA Resource Conservation and Recovery Act Information ERNS Emergency Response Notification System
HMIRS Hazardous Materials Information Reporting System
US ENG CONTROLS Engineering Controls Sites List
US INST CONTROL Sites with Institutional Controls
DOD Department of Defense Sites
FUDS Formerly Used Defense Sites
US BROWNFIELDS A Listing of Brownfield Sites
CONSENT Superfund (CERCLA) Consent Decrees
ROD Records of Decision
UMTRA Uranium Mill Tailings Sites
ODI Open Dump Inventory
TRIS Toxic Chemical Release Inventory System
TSCA Toxic Substances Control Act
FITS FIFRA/TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, and Rodenticide Control Act)
SSTS Section 7 Tracking Systems
ICIS Integrated Compliance Information System
PADS PCB Activity Database System
MLTS Material Licensing Tracking System
DEBRIS REGION 9 Illegal Dumping Sites Listing
MCS Military Cleanup Sites
RADINFO Radiation Information Database
MINES Mines Master Index File
FINDS Facility Index System/Facility Registry System
RAATS RCRA Administrative Action Tracking System
LUCIS Land Use Control Information
ECHO Enforcement and Compliance History Information
E4441 Phase I PIC ENVIRONMENTAL SERVICES
Azusa Avenue and Glentana Street
Covina, CA 91722
June 15,2022
STATE OF CALIFORNIA AND LOS ANGELES COUNTY SOURCES
RESPONSE State DTSC Response Sites
AWP
CALSITES
CA BOND EXP. PLAN
NFA
NFE
REF
SCH
TOXIC PITS
AO CONCERN
SWF/LF (SWIS)
CA WDS
WMUDS/SWAT
CORTESE
SWRCY
LUST
CA FID UST
SLIC
SLIC REG 9
UST
HIST UST
AST
SWEEPS UST
CHMIRS
NOTIFY 65
DEED
LIENS
VCP
DRYCLEANERS
W1P
CDL
HAZNET
LA CO HMS
EMI
ENVIROSTOR
NPDES
CERS
HWTS
Annual Work Plan Sites
Calsites Database
Bond Expenditure Plan
No Further Action Determination
Properties Needing Further Evaluation
Unconfirmed Properties Referred to Another Agency
School Property Evaluation Program
Toxic Pits Cleanup Act Sites
Areas of Concern with Groundwater Contamination
Solid Waste Information System
Waste Discharge System
Waste Management Unit Database
“Cortese” Hazardous Waste & Substances Sites List
Recycler Database
Leaking Underground Storage Tank Report
Facility Inventory Database
Statewide SLIC Cases
Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Active UST Facilities
Hazardous Substance Storage Container Database
Aboveground Petroleum Storage Tank Facilities
SWEEPS UST Listing
California Hazardous Material Incident Report System
Proposition 65 Records
Deed Restriction Listing
Environmental Liens Listing
Voluntary Cleanup Program Properties
Cleaner Facilities
Well Investigation Program Case List
Clandestine Drug Labs
Facility and Manifest Data
Los Angeles County Hazardous Materials Permits
Emissions Inventory Data
DTSC Database
NPDES Permits Listing
California Environmental Reporting System
Hazardous Waste Tracking System
TRIBAL RECORDS
INDIAN RESERV
INDIAN LUST
INDIAN UST
Indian Reservations
Leaking Underground Storage Tanks on Indian Land
Underground Storage Tanks on Indian Land
E4441 Phase I PIC ENVIRONMENTAL SERVICES
Azusa Avenue and Glentana Street
Covina, CA 91722
June 15,2022
EDR PROPRIETARY RECORDS
MANUFACTURED GAS PLANTS EDR Proprietary Manufactured Gas Plants EDR HISTORICAL AUTO STATIONS Historic Gas Stations
EDR HISTORICAL CLEANERS EDR Proprietary Historic Drycleaners All of the above records were examined for up to a one-mile radius by EDR (see Appendix G). The subject property does not appear on any of the lists.
The EDR record search also revealed that nine (9) sites exist within a one-half mile radius of the subject property which have sustained soil and/or groundwater contamination as a result of an underground storage tank leak. Please refer to the Executive Summary in Appendix G for the Leaking Underground Storage Tanks (LUST) list. PIC has confirmed that all of the LUST sites have received regulatory closure after completing required remedial actions. As a result, it is not likely the property has been impacted by offsite LUST sources.
Finally, the EDR record search revealed the following concerning properties located within a one mile radius of the subject site:
GOVERNMENT
RECORDS
Federal
SEARCH
RADIUS
(miles)
NUMBER OF
SITES
NPL 1 0
PROPOSED NPL 1 0
DELISTED NPL 1 0
NPL LIENS SITE ONLY 0
CERCLIS (SEMS) 0.5 0
CERCLIS NFRAP (SEMS) 0.5 1
CORRACTS 1 1
RCRA - TSD 0.5 1
RCRA - Lg Gen 0.25 1
RCRA - Sm Gen 0.25 11
ERNS SITE ONLY 0
HMIRS SITE ONLY 0
US ENG CONTROLS 0.5 0
US INST CONTROLS 0.5 0
DOD 1 0
FUDS 1 0
US BROWNFIELDS 0.5 0
CONSENT 1 0
ROD 1 0
UMTRA 0.5 0
ODI 0.5 0
DEBRIS REGION 9 0.5 0
MCS SITE ONLY 0
TRIS SITE ONLY 0
TSCA SITE ONLY 0
FTTS SITE ONLY 0
E4441 Phase I PIC ENVIRONMENTAL SERVICES
Azusa Avenue and Glentana Street
Covina, CA 91722
June 15,2022
GOVERNMENT
RECORDS
Federal
SEARCH
RADIUS
(miles)
NUMBER OF
SITES
SSTS SITE ONLY 0
ICIS SITE ONLY 0
PADS SITE ONLY 0
MLTS SITE ONLY 0
MINES 0.25 0
FINDS SITE ONLY 0
RAATS SITE ONLY 0
RADINFO SITE ONLY 0
LUCIS 0.5 0
ECHO SITE ONLY 0
GOVERNMENT
RECORDS
State and Local
SEARCH
RADIUS
(miles)
NUMBER OF
SITES
RESPONSE 1 0
AWP 1 0
CAL-SITES 1 0
BOND EXP 1 0
NFA 0.25 0
NFE 0.25 0
REF 0.25 0
SCH 0.25 0
TOXIC PITS 1 0
AO CONCERN 1 0
LANDFILLS 0.5 0
WDS SITE ONLY 0
SWAT 0.5 0
CORTESE 0.5 9
SWRCY 0.5 0
LUST 0.5 9
UST 0.25 3
SLIC 0.5 0
UST 0.25 3
HIST UST 0.25 12
AST 0.25 0
SWEEPS UST 0.25 7
CHMIRS SITE ONLY 0
NOTIFY 65 1 1
DEED 0.5 0
LIENS SITE ONLY 0
VCP 0.5 0
DRYCLEANERS 0.25 4
WIP 0.25 1
CDL SITE ONLY 0
E4441 Phase I PIC ENVIRONMENTAL SERVICES
Azusa Avenue and Glentana Street
Covina, CA 91722
June 15,2022
GOVERNMENT
RECORDS
State and Local
SEARCH
RADIUS
(miles)
NUMBER OF
SITES
HAZNET SITE ONLY 0
LA CO HMS SITE ONLY 0
EMI SITE ONLY 0
NPDES SITE ONLY 0
ENVIROSTOR 1 2
CERS 0.25 17
HWTS SITE ONLY 0
GOVERNMENT SEARCH NUMBER OF
RECORDS RADIUS SITES
Tribal (miles)
INDIAN RESERV 1 0
INDIAN LUST 0.5 0
INDIAN UST 0.25 0
GOVERNMENT SEARCH NUMBER OF
RECORDS RADIUS SITES
EDR (miles)
MAN. GAS PLANTS 1 1
HIST AUTO STATIONS 0.25 5
HIST CLEANERS 0.25 2
Historic Oil and Gas Drilling Activity
Based on a review of State Division of Oil, Gas, and Geothermal Resources (DOGGR) records (now CalGEM), it appears that no historic oil production or exploratory oil well drilling activity has ever occurred on or within one-mile of the subject site. Figure 4 illustrates a lack of historic oil well drilling activity near the subject property. PIC concludes the property has not been impacted by historic oil well drilling activity.
Solid Waste Disposal Sites
The Los Angeles County Solid Waste Management Department provides a public index of Solid Waste and Liquid Industrial Waste Disposal Sites (see Figure 6). The EDR Report in Appendix G also includes a review of listings concerning landfills. Los Angeles County records and the EDR report both indicate that no landfills have been located on or near the subject property.
It appears the subject property has not been impacted historically by landfill activity.
E4441 Phase 1 PIC ENVIRONMENTAL SERVICES
Azusa Avenue and Glentana Street
Covina, CA 91722
June 15,2022
GEOLOGY AND HYDROGEOLOGY
The elevation of the site is approximately 493 feet above sea level. The surrounding topography generally slopes southwesterly parallel to the nearby San Dimas Wash (see Figure 1: Topographic Map and Appendix D).
The groundwater contour map published by the Los Angeles County Public Works Dept, indicates that depth to groundwater resources are approximately 195 feet below surface at a sea level elevation of about 300 feet. The groundwater flow direction is southwesterly, mimicking surface drainage (see Figure 3).
CONCLUSIONS AND RECOMMENDATIONS
Based upon the results of this Phase I Environmental Assessment, PIC offers the following:
1. No documented, significant, historic occurrences of petroleum or hazardous materials contamination were discovered at the subject property.
2. No significant existing or historic onsite sources of petroleum or hazardous materials contamination were discovered.
3. PIC concludes the site lacks significant environmental impairments (Recognized Environmental Conditions).
4. PIC recommends no additional investigation.
E4441 Phase I PIC ENVIRONMENTAL SERVICES
Azusa Avenue and Glentana Street
Covina, CA 91722
June 15, 2022
This report is proprietary and confidential, to be delivered to, and intended for the exclusive use of, the abovenamed client and the client’s assignees only. PIC Environmental Services assumes neither responsibility nor liability for the reliance herein or use hereof by anyone other than the above-named client or the client’s assignees. In addition, the results of the government record search were prepared and provided by Environmental Data Resources, Inc. (EDR), who is responsible for the accuracy and completeness of the information provided.
Accordingly, we, J. Tim Hersch and Ethan J. Hersch, declare to the best of our knowledge and belief, we meet the definition of Environmental Professional as defined by 40 C.F.R. Section 312.10 and we have the specific qualifications based upon education, training, and experience to assess a property of the nature, history, and setting of the subject property. We have developed and performed all the appropriate inquiries in conformance with the standards and practices set forth in 40 C.F.R. Section 312.
Should you have any questions or comments regarding the procedures outlined in this report, please do not hesitate to call us at 909/593-2427.
Respectfully submitted,
Ethan J. Hersch
Senior Geologist
J. Tim Hersch j t’A.
California Professional Geologist
President
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APPENDIX A:
TITLE INFORMATION
NETR£2Mme
m PROPERTY DETAIL REPORT created 2022-05-31 Prepared exclusively for Ethan Hersch
TARGET PROPERTY
,CAOwner Information
Owner Name: SHERMAN OAKS INN LLC
Mailing Address: 1011 S ATLANTIC DR COMPTON CA 90221 -4758 C012 Phone Number: Vesting Codes:
Owner Occupied Indicator: UNKNOWN Pending Record indicator:
Corporate Owner:
Location Information
Legal Description: TRACT # 23074 LOTS 5,6 AND 7 AND W 10 FT OF LOT 8 County: LOS ANGELES APN: 8432-006-015 £r~
Census Tract / Block: 4060.00 Alternate APN:
Township-Range-Sect: Subdivision: 23074
Legal Book - Page: 629-63 Map Reference: 88-D4 /
Legal Lot: 8 Tract #: 23074
Legal Block: School District: COVINA VLY
Market Area: 614 Munic / Township:
Neighbor Code:
Owner Transfer Information
Recording / Sale Date: Sale Price:
Document #: Deed Type:
Instrument #: 1st Mtg Document #:
Book - Page:
Last Market Sale Information
Recording / Sale Date: 09/06/2013/07/24/2013 1st Mtg Amount / Type: / Sale Price: $960,000.00 1 st Mtg Int. Rate / Type: /
Sale Type: FULL 1st Mtg Term:
Document #: 1305190 1st Mtg Document#:
Instrument #: 000001305190 1st Mtg Instrument #:
Book - Page: 1st Mtg Book - Page:
Deed Type: GRANT DEED 2nd Mtg Amount / Type: /
Transfer Document #: 2nd Mtg Int. Rate / Type: /
New Construction: 2nd Mtg Term:
Multi/Split Sale: MULTI Price per SqFt:
Cash Down Payment: Stamps Amount: $1,056.00
Title Company: FIDELITY NATIONAL TITLE CO
Lender:
Seller Name: MAYERFELD MARTIN & ELAYNE
Prior Sale Information
Prior Rec / Sale Date: 03/21/1969/ Prior Deed Type: DEED (REG) Prior Sale Price: $15,000.00 Prior Lender:
Prior Sale Type: FULL Prior IstMtg Amount/Type: /
Prior Doc #: Prior IstMtg Int. Rate/Type: /
Prior Instrument #: Prior Stamps Amount: $16.50
Prior Book - Page:
Site Information
Land Use:
Flood Zone:
Flood Zone Map:
Flood Panel Date:
Res / Comm Units:
# of Buildings:
COMMERCIAL
LOT Acres: .2959
Lot Area: —^ 12888
Lot Width / Depth: /
Usable Lot: 7815
Lot Shape:
Bldg Width / Depth: /
County Use:
State Use:
Site Influence:
Sewer Type:
Topography:
Water Type:
COMMERCIAL
ROLLING/HILLY
UPPER SAN Page 1011 of 2700
Zoning: CVC3AY Building Class: Water District: GABRIEL VA Tax Information
Total Value: $176,667.00 Assessed Year: 2021 Property Tax: $2,330.63 Land Value: $176,667.00 Improve %: Tax Area: 3045
Improvement Value: Dist: Tax Year: 2021
Total Taxable Value: $176,667.00 Fire Dist: CONSOLIDATED TaxExemptjon Market Value: Garbage Dist: Equal Rate:
Delinquent Date: 2019 Equal Year:
Property Characteristics
Gross Area: Parking Type: Construction:
Living Area: Garage Area: Heat Type:
Tot Adj Area: Garage 2 Area: Heat Fuel:
Above Grade: Garage Capacity: Parcel Fuel:
Ground Floor Area: Parking Spaces: Exterior Wall:
Base / Main Area: / Carport: Interior Wall:
Upper Area: Basement Area: Foundation:
2nd Floor Area; Finish Bsmnt Area: Air Cond:
3rd Floor Area: Basement Type: Roof Type:
Rentable Area: Attic Type: Roof Shape:
Additional Area: Porch Type: Roof Frame:
Total Rooms: Porch 1 Area: Roof Material:
Bedrooms: Porch 2 Area: Floor Type:
Bath (F/H): / Patio Type: Floor Cover:
Total Baths / Fixtures: / Patio 1 Area: Style:
Year Built / Eff: / Pool: Quality:
Fireplace: Pool Area: Condition:
Fireplace Description: # of Stories:
Basement Description:
Other Improvements:
Bldg Comments:
Parcel Comments:
Other Rooms:
Extra Features
Description: Unit: Size / Qty: Width: Depth: Year Built: mprovement Value:
NETRonline and its data supplier(s) do not guarantee nor include any warranty of any kind whether expressed or implied, about the validity of all information in this report since this information
is retrieved as it is recorded from the various agencies that make it available.
Copyright 2007 Nationwide Environmental Title Research, LLC
NETR^riilirifc
\ PROPERTY DETAIL REPORT created 2022-05-31 Prepared exclusively for Ethan Hersch
TARGET PROPERTY
578 N AZUSA AVE COVINA, CA 91722-3546 C001
Owner Information
Owner Name: SHERMAN OAKS INN LLC
Mailing Address: 1011 S ATLANTIC DR COMPTON CA 90221 -4758 C012 Phone Number: Vesting Codes:
Owner Occupied Indicator:
Corporate Owner;
N Pending Record Indicator:
Location Information
Legal Description: TRACT NO 23074 LOTS 1,2,3 AND LOT 4
County: LOS ANGELES APN: 8432-006-017 4—
Census Tract / Block: 4060.00 Alternate APN:
Township-Range-Sect: Subdivision: 23074
Legal Book - Page: 629-63 Map Reference: 88-D4 /
Legal Lot: 4 Tract#: 23074
Legal Block: School District: COVINA VLY
Market Area:
Neighbor Code:
614 Munic / Township:
Owner Transfer Information
Recording / Sale Date: Sale Price:
Document #; Deed Type:
Instrument #:
Book - Page:
1st Mtg Document #:
Last Market Sale Information
Recording / Sale Date: 09/06/2013/07/24/2013 1st Mtg Amount / Type: 7 Sale Price: $960,000.00 1st Mtg Int. Rate / Type: /
Sale Type: FULL 1st Mtg Term:
Document #: 1305190 1st Mtg Document#:
Instrument #: 000001305190 1st Mtg Instrument #:
Book - Page: 1st Mtg Book - Page:
Deed Type: GRANT DEED 2nd Mtg Amount / Type: /
Transfer Document #: 2nd Mtg Int. Rate / Type: 1
New Construction: 2nd Mtg Term:
Multi / Split Sale: MULTIPLE Price per SqFt: $154.32
(Cash Down Payment: Stamps Amount: $1,056.00
Title Company: FIDELITY NATIONAL TITLE CO
Lender:
Seller Name; MAYERFELD MARTIN & ELAYNE
Prior Sale information
Prior Rec / Sale Date: 03/20/1967/ Prior Deed Type: DEED(REG) Prior Sale Price: $44,000.00 Prior Lender:
Prior Sale Type: FULL Prior IstMtg Amount/Type: /
Prior Doc #: Prior IstMtg Int. Rate/Type: /
Prior Instrument #:
Prior Book - Page:
Prior Stamps Amount: $48.40
Site Information
Land Use: OFFICE Acres:
BUILDING ,5147 County Use: OFFICE BLDG
Flood Zone: Lot Area: ^ 22422 State Use:
IjFlood Zone Map: Lot Width / Depth: / Site influence:
(Flood Panel Date: Usable Lot: 22403 Sewer Type:
:Res / Comm Units: Lot Shape: Topography: ROLLING/HILLY # of Buildings: 1 Bldg Width / Depth: / Water Type:
! ?
UPPER SAN Page 1013 of 2700
Zoning: CVC3AY Building Class: Water District: GABRIEL VA j Tax Information
Total Value: $910,531.00 Assessed Year: 2021 Property Tax: $13,600.53 Land Value: $508,494.00 Improve %: Tax Area: 3045
Improvement Value: $402,037.00 Dist: Tax Year: 2021
Total Taxable Value: $910,531.00 Fire Dist: CONSOLIDATED TaxExemption; Market Value: Garbage Dist: Equal Rate:
Delinquent Date: 2019 Equal Year:
Property Characteristics
Gross Area: 6221 Parking Type: Construction:
Living Area: 6221 Garage Area: Heat Type:
Tot Adj Area: Garage 2 Area: Heat Fuel:
Above Grade: Garage Capacity: Parcel Fuel:
Ground Floor Area: Parking Spaces: Exterior Wall:
Base / Main Area: / Carport: Interior Wall:
Upper Area: Basement Area: Foundation:
2nd Floor Area: Finish Bsmnt Area: Air Cond:
3rd Floor Area: Basement Type: Roof Type:
Rentable Area: Attic Type: Roof Shape:
Additional Area: Porch Type: Roof Frame:
Total Rooms: Porch 1 Area: Roof Material:
Bedrooms: Porch 2 Area: Floor Type:
Bath (F/H): / Patio Type: Floor Cover:
Total Baths / Fixtures: / Patio 1 Area: Style:
Year Built / Eff: 1963/ Pool: Quality:
Fireplace: /f\ Pool Area: Condition:
Fireplace Description: T
# of Stories:
Basement Description:
Other Improvements:
Bldg Comments:
Parcel Comments:
Other Rooms:
Extra Features
Description: Unit: Size/Qty: Width: Depth: Year Built: Improvement Value:
NETRonline and its data supplier(s) do not guarantee nor include any warranty of any kind whether expressed or implied, about the validity of all information in this report since this information
is retrieved as it is recorded from the various agencies that make it available.
Copyright 2007 Nationwide Environmental Title Research, LLC
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APPENDIX C:
CITY PERMIT RECORDS
PUBLIC RECORDS REQUEST FORM DATE STAMP
OECO
CITY OF COVINA
CITY CLERK'S OFFICE/RECORDS MANAGEMENT
125 E College Street
Covina, CA 91723
Office: (626) 384-5430 Fax: (626) 384-5425 Email: [email protected] Any person may request to inspect or receive a copy of an identifiable public record, except those records that are exempt under the provisions of the law.
Please complete this public records request form providing a clear and specific description of the information you are requesting, such as dates, addresses or titles of document(s) sought. Please submit the completed form to the City Clerk's Office, in person, by mail, email, or fax. Pursuant to the California Public Records Act, the City Clerk's Office will notify you within 10 calendar days of receiving a request of its determination, in addition to whether it may be necessary to request a 14-day extension. Please note that requests submitted after normal business hours will be considered received the next business day.
(Public Records Act, Gov't Code §6250-6270)
Requestor Information:
Name: Tim Hersch Date: Ivfey 31' 2022
Company PIC Environmental Services
Mailing Address: 2619 Sierra Way
City: ___
Phone:
La Verne,
909/593-2427
State/Zip Code:
Fax:
CA 91750
Cell Phone: 909/450-1703 E-mail' p
i
cenv@verizon•net
Requested Records:
Building Dept, and Industrial Waste permit records for
578 - 580 North Azusa Ave. and 865-867 Glentana Street
Assessor Parcel Numbers are 8432-006-015 and 8432-006-017 Copies of public documents shall be provided to the public at a cost of .250 per page (black & white, letter/legal size), .400 per page (color, letter/legal size), $2 per page (11x17 or greater), $5 per CD of documents and $15 per Council Meeting DVD or audio CD, (actual cost of postal mail) pursuant to Covina City Resolution No. 16-7554.
City Clerk's Office Use Only
Taken by: Copy cost:
Due date: Postage:
Notified: Total cost:
rev. 9/22/2020
i
a 'ir OF COVINA
BUILDING DEPARTMENT
BUILDING
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1 ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION
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LAWS REGULATING BUILDING CONSTRUCTION
SIGNATURE OF 1
PERMITTEEADDRESS
i-6i-2M This is a Building Permit When Properly Filled Out, Signed and Validated. - PERMIT
0 4 7 b 7 DEC
JRMIT VOID IF WORK IS NOT COMMENCED WITHIN 60 DAYS OF DATE OF ISSUANCE "" 5 61 PC 7 7.75 fa . r
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0 4 d 3 5 DEC l
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INSPECTOR'S COPY
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CITY OF COVINA
BUILDING DEPARTMENT
EDgewood 9-5491
ELECTRICAL
PERMIT - APPLICATION
FOR APPLICANT TO FILL IN
PERMIT FEES
BUILDING ^
ADDRESS VITEM NUMBER EACH FEE
OUTLETS ^
LIGHTS RECEPT SW
*
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I ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE
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I CERTIFY THAT I AM PROPERLY REGISTERED y^O/OR LICENSED AS REQUIRED BY CITY OT\ COVINA STATE Ary^ALIFORN IA OR
THAT I AM THE LEGAL (/wflER 0„F TA BO VE /5I BED RESJpEN Tl AL PROPERTY
SIGNATURE
OF PERMITTEE
FIXTURES
UTILITY CO NOT I f\Vo iX7
FINAL
VALIDATION
This is an Electrical Permit when properly filled out, signed and validated Permit void if work is not commenced within 60 days of issuance
INSPECTOR'S COPY
0 4 8 7 9 DEC 2 7 61 EP Page 1029 of 2700 2.20 R
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BUILDING DEPARTMENT
EDgewood 9-5491
CITY OF COVINA
SEWER
PERMIT - APPLICATION
FOR APPLICANT TO Fill IN BUILDING f~7y
ADDRESS 'J / dk^>-P
LEGAL
DESCRIPTION
NEAREST
cross sr LOT NO 'Y
BLOCK TRACT OWNER
NO. OF BLDGS
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SIZE OF LOT AOORESS
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MANHOLE REFERENCE UPPER
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license no. Ct? VTO
BUSINESS
NSE NO.
NO DESCRIPTION OF WORK Fee TYPE OF CONNECTION
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LENGTH FROM
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SEPTIC TANK, SEEPAGE PIT OR
PITS AND/OR DRAINFIELO $ 3 00 P C NO.
OVERFLOW SEEPAGE PIT, DRAINFIELO CO IMP NO. JOB NO.
EXTN., CESSPOOL, DRYWEll, MANHOLE # i 200
HOUSE SEWER CONNECTING TO TRUNK PERMIT NO. ROAD PERMIT NO PRIVATE DISPOSAL SYSTEM S 1.00 STATE ENCROACHMENT
CONNECT ADDITIONAL BLDG, OR PERMIT NO
WORK TO HOUSE SEWER 2* S 1.00 £> ©
INDUSTRIAL
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APPROVALS DATE INSPECTOR'y^IGNAnjR
1 HAVE AT THIS DATe A CONTRACT WITH THE HEREIN NAMED CONTRACTOR TO CONNECT THE ABOVE DESCRIBED IXISTING OWEUING TO THE PUBLIC SEWER. NEW HOUSE SEWER
CONNECT ADDITIONAL
BUILDING OR WORK
SIGNED THIS DAY OF
OWNER Oft
OWNER'S AGENT. SEPTIC TANK, SEEP, PIT SI
AND/OR DRAINFIELO
ADDRESS
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION
AND STATE THAT THE ABOVE IS CORRECT AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING PLUMBING AND SEWERS.
I HEREBY CERTIFY THAT I AM PROPERLY REGISTERED AND/OR
LICENSED AS REQUIREO BY THE CITY OF COVINA ANO STATE OF
CALIFORNIA OR - THAT THE LEGAL-OWNER, OF THE ABOVE
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SADDLE MAIN LINE SIGNATURE
OF PERMITTEE
This is a Sewer Permit When Properly Filled Out, Signed Validated Permit Validation
0 5 7 O 6 HAR 2 7 62 SP 7.0 0 A -
ISSUED BY-
\
INSPECTOR'S COPY
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CITY OF COVINA \u
BUILDING DEPARTMENT : 7
OWNER &&20A/4-DQ S/JflZjBIS /AlCj
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-»|:| APPROVAL_______________
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DATE Q- -*i> ~U
DATE
DATE
DATE
DATE
;Jj METES AND BOUNDS ATTACHED YES. NO.
DESCRIPTION OF WORK
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SIGNATURE OFV
PERMITTEEADDRESS
i -6i-2M This is a Building Permit When Properly Filled Out, Signed and Validated.
PERMIT VOID IF WORK IS NOT COMMENCED WITHIN 60 DAYS OF DATE OF ISSUANCE 0 5 4 2 5 FEB 1 9 62 BP 1 3,5 0 R- INSPECTOR'S COPY Page 1032 of 2700
BUILDING DEPARTMENT
EDgewood 9-5491
CITY OF COVINA
ELECTRICAL
PERMIT - APPLICATION
FOR APPLICANT TO FILL IN
PERMIT FEES
l ITEM NUMBER EACH FEE
OUTLETS
LIGHTS RECEPT SW
s
to
9 | LIGHTING FIXTURES 10
1 ELEC RANGES CLO DRYERS
! WATER HEATERS 50
ELEC SPACE HTRS DISHWASHERS
GARBAGE DISPOSERS AUTO -
WASHERS STA COOKING UNITS 25
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Ml SC
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FIXTURE PERMIT 1 OO
SUPPLEMENTARY PERMIT 50
TOTAL FEE OO
BUILDING
ADDRESS
NEAREST
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CITY ^CiOC/i/A- TEL NO
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LICENSE NO
I ACKNOWLEDGE THAT 1 HAVE READ THIS APPLICATION AND STATE
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I CERTIFY THAT I AM PROPERLY REGISTERED AND/OR LICENSED i AS REQUIRED BY CITY OF COVINA Sfbi STATE OF CALIFORNIA OR THAT I AM THE LEGAL OWNER OF, \$q ABOVE DESCRIBED r /^DEN Tl AL PROPERTY
SIGNATURE
OF PERMITTEE,
GROUP ZONE
CITY BUS
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PROCI JED BY
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CONDUIT
DATE
^^-b>.*r--rggu £>•«/,
INSPECTOR S
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TEMP POWER
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FINAL Jfi
3M I 60 NP
/validation
This is an Electrical Permit when properly filled out, signed and validated / Permit void if work is not commenced within 60 days of issuance
INSPECTOR'S COPY
0 5426 FEB 1962 EP 2.00 RPage 1033 of 2700
BUILDING DEPARTMENT
EDgewood 9-5491
CITY OF COVINA
SEWER
PERMIT - APPLICATION
cTPg & ^ FOR APPLICANT TO FILL IN BUILDING
ADDRESS
LEGAL
DESCRIPTION d
NEAREST
LOT NO <3 a CROSS ST
BLOCK TRACT OWNER
NO OF 8LDGS ^ MAI
SIZE Of LOT ADDRESS NOW ON LOT
USE OF
BUILDINGS
CITY TEL NO
CONTRACTOR CONNECTION DATA
STATION
&
ADDRESS DEPTH
MANHOLE REFERENCE UPPER
OTY TEL NO LOWER
CONTRACTOR S STATE >--- -COVI^flT BUSINESS _ _ -
LICENSE NO XJ g LICENSE NO
No DESCRIPTION OF WORK Fee TYPE OF CONNECTION
CURB P L
LENGTH FROM
ML TO P l
/
HOUSE SEWER CONNECTING TO
PUBLIC SEWER 9 $ 3 00 s <£> <S>
SEPTIC TANK, SEEPAGE PIT OR
PITS AND/OR DRAINFIELD @ $ 3 00
OVERFLOW SEEPAGE PIT, DRAINFIELD
EXTN .CESSPOOL. DRYWELL.MANHOLE @ $2 00
HOUSE SEWER CONNECTING TO
PRIVATE DISPOSAL SYSTEM 9 $ 1 00
CONNECT ADDITIONAL BLDG OR
WORK TO HOUSE SEWER ® $ 1 00
ALTER, REPAIR OR ABANDON HOUSE
SEWER OR DISPOSAL SYSTEM @ $ 1 00
SADDLE MAIN LINE @ $ 5 00
i OWNER'S
i! AUTHORIZATION
PERMIT $ 2 00
TOTAL FK 5"" *2 <2
I HAVE AT THIS DATE A CONTRACT WITH THE HEREIN NAMEO CONTRACTOR TO CONNECT THE ABOVE DESCRIBED EXISTING 0WEU1NG TO THE PUBLIC SEWER.
SIGNED THIS- -DAY OF- I9
OWNER OR
OWNERS AGENTADDRESS
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION
AND STATE THAT THE ABOVE IS CORRECT AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING PLUMBING AND SEWERS
I HEREBY CERTIFY THAT I AM PROPERLY REGISTERED AND/OR
LICENSED AS REQUIRED BY THE CITY OF COVINA AND STATE OF CALIFORNIA OR THAT I AM THE LFpAt—OWNER, OF THE ABOVE
DESCRIBED RESIOENTIftfc'^Jfi'PefSTYi.
! SIGNATURE
OF PERMUTE
CO IMP NO
P C NO
JOB NO
TRUNK PERMIT NO ROAD PERMIT NO
STATE ENCROACHMENT
PERMIT NO
INDUSTRIAL
WASTE APPROVAL
CHARGES
CONNECTION CHARGE
REIMBURSEMENT CHARGE » ^>3rio -
APPROVALS
NEW HOUSE SEWER
CONNECT ADDITIONAL
BUILDING OR WORK
SEPTIC TANK. SEEP, PIT($|
AND/OR DRAINFIELD
CESSPOOL Q DRYWELL Q
ALTER. REPAIR. SEWER OR
SEWAGE DISPOSAL SYSTEM
BACKFILL SEPTIC TANKS Q
SEEP, PIT(S) □ CESSPOOLS Q
SADDLE MAIN LINE
A DATE INSPECTOR S SIGNATURE
yin —tL./'
T '
/
This is a Sewer Permit When Properly Filled Out, Signed ISSUED BYPermit Validation
057 57 MAR 2 7 62 SP 5.00*-
id Validated
INSPECTOR’S COPY
BUILDING DEPARTMENT
EDgewood 9-5491
CITY OF COVINA
ELECTRICAL
PERMIT - APPLICATION
FOR APPLICANT TO FILL IN
PERMIT FEES
ITEM NUMBER EACH : fee
ugJt^k^pt//f GW 27® $
10 %27
LIGHTING FIXTURES 6? 10 ft)
ELEC RANGES CLO DRYERS
WATER HEATERS / 50 V &
ELEC SPACE HTRS DISHWASHERS
GARBAGE DISPOSERS AUTO -
WASHERS STA COOKING UNITS 25 50
MOTORS OVER INC H P
0— '/a 25
'/a- 2 50
2— S 1 OO
5 — IS 1 50
13 — 50 2 50 J
50— 200 5 OO
NO TRANS
4 NO LAMPS it
SERVICE 0-600V 3 1 OO 3&D
SERVICE OVER SOOV 5 00
TEMP POWER POLE 1 00
MISC
WIRING PERMIT 1 00 / GO
FIXTURE PERMIT 1 00 / e>t>
SUPPLEMENTARY PERMIT 50
TOTAL FEE mv7M
BUILDING
ADDRESS
NEAREST
CROSS ST
OWNER
MAIL
ADDRESS
ELECTRICIAN
ADDRESS,
I
TEL NO
CITY TEL NO
STATE
LICENSE NO /fS37e>
GROUP ZONE
mjrtviiun nwtw nv INSPECTION RECORD t
^A-VT-C? , gL*<*t}-L~jL*03>
sf i. c^e
I ACKNOWLEDGE THAT 1 HAVE READ THIS APPLICATION AND STATE
I THAT THE ABOVE IS CORRECT AND AGREE TO COMPLY WITH ALL | CITY AND STATE LAWS REGULATING ELECTRICAL WIRING
I CERTIFY THAT I AM PROPERLY REGISTERED AND/OR LICENSED
AS REQUIRED BY CITY OF COVINA AND STATE OF CALIFORNIA OR |THAT I AM THE LEC/£I\ OW^€ r ) OF T^E/ABOVE DESCRIBED RESIDEN Tl AL PROPERTY
SIGNATURE
OF PERMITTE
U
APPROVALS DATE INSPECTOR S
SIGNATURE
CONDUIT 3 ’
ROUGH WIRING 3~3^-C
TEMP POWER
FIXTURES r 0 3^'
UTILITY CO NOTIFI^rf"' 50 " L;
i
FINAL
VALIDATION
This is an Electrical Permit when properly filled out, signed and validated Permit void if work is not commenced within 60 days of issuance 3 M I 60 NP
0 5 6 5 7 MAR 1 9 62 EP
INSPECTOR’S COPY
4 4.4 0 R’
CITY
BUILD!
(Vwi- r'J
P5
6 OWNER
vDBPARTMgNL >i
M A F Developers Inc.
PLUMBING
PERMIT - APPLICATION
MAIL
ADDRESS 8422 Reseda Blvd*
BUILDING
ADDRESS 578 N. Azusa Ave.
I; CITY Northrldge TEL. NO.
NEAREST
CROSS ST &XT~
GROUP
mszm
%
ZONE
i?5-
t
i' “ X'
PLUMBER Tubbs & Silver Plumbing 'i INSPECTION RECORD
ADDRESS
city Glendora
352 W^Foothm .BlM.------------------------------------------------------------A4ri^ STATE
TEL. NO. Ed 51228
”2. COVINA BUSINESS
NO ITEM FEE
8 TOILET @ $1 OO t
2 BATH TUB @ 1 OO
2 SHOWER @ 1 OO
10 WASH BASIN @ 1 OO
2 KITCHEN SINK @ t.OO
2 DISHWASHER @ 1 OO
LAUNDRY TUB OR TRAY @ 1 OO
2 AUTOMATIC WASHER @ 1 OO
4 WATER HEATER @ 1 OO
WATER SOFTENER* @ 1 OO
2 GAS SYSTEM @ I OO
FLOOR DRAIN @ 1 OO
LAWN SPRINKLER* @ 1 OO
■
MISC WATER PIPING ® 1 OO
* PERMIT NOT REQUIRED ON
NEW STRUCTURE
^ <3~>^-P V
-t- $ 1(yj\ /~~/h<2>X- $ y<
m 7 /—/S~-G>XPERMIT $ 2
TOTAL FEE S 36
^-VT^r-g^f //-crv^P
iT~ ^ *62
5'-
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APPROVALS
I
5 ,' UNDER FLOOR WORJ
^DATE
TT
00 SLROUGH PLUM
00 GAS PIPING
1 BING
(3) g /-
GAS VENTS
I ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION
AND STATE THAT THE ABOVE IS CORRECT AND AGREE TO
COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS
REGULATING PLUMBING.
1 CERTIFY THAT I AM PROPERLY REGISTERED AND LICENSED AS REQUIRED BY THE CITY OF COVINA AND STATE OF CALIFORNIA OR THATil AM THE LEGAL OWNER
OF THE ABOVE DESCRIBED RESIISEhUTIAL PROPERTY.
SIGNATURE //f
OF PERMITTEE- MJl ISJ&4T/ V -
I
PLUMBING FIXTUR
MISC
&
v.*---.ViV . V WWW,
GAS TEST
UTILITY CO NOTIFIED
FINAL
\~23~c2
/&-
£&<Z?tiAr.t
A)W
INSPECTOR’S SIGNATURE
^a77
q . u /.
^ "—-ft<JJ
LU.
VALIDATION
This is a Plumbing Permit When Properly Filled Out, Signed and Validated.
Permit void if work is not commenced within 60 days of date of issuance. 0 4 9 7 0 J»1 4 62 PP 3 6.0 OB-
\^(o
V
INSPECTOR’S COPY
CITY OF COVINA
BUILDING DEPARTMENT
BUILDING
PERMIT-APPLICATION
owner Coronado Enterprises inc. I address 576 N« Azusa Jive I city. Covina
578 N Azusa Ave NEAREST
CROSS STREET G-len tana
TEL NO
MAP NO
§1 CONTRACTOR N 9 011 Products Signs IncX
H ADDRESS 9726 Klingerman f ,
>, CITY S. ElMonte TEL NO Grit 33119 |
g STATE . _ . . - .
!i LICENSE NO 194469
COVINA BUSINESS,.
LICENSE NO 1184ij
b ■ ■
>4 ARCHITECT or
n ENGINEER
(1 ADDRESS S?
S CITY TEL NO
GROUP TYPE CONST SEWER MAP NO
SPECIAL
CONDITIONS
BUILDING
SETBACK
YARD HWY STREET NAME EXISTING
WIDTH
FRONT
P L
SIDE
P L
REAR
P L
STATE
LICENSE NO
PLANNING DEPT
APPROVAL
COVINA BUSINESS
LICENSE NO
ENGINEERING DIV
APPROVAL
LOT BLOCK TRACT
STREET DIV
APPROVAL
LOT SIZE
NO BLDGS
NOW ON LOT
WATER DIV
APPROVAL
USE OF EXISTING
BUILDINGS
FIRE DEPT
APPROVAL
DATE
DATE
DATE
DATE
DATE
METES AND BOUNDS ATTACHED YES- NO.
DESCRIPTION OF WORK
> M c iV ADD A lter R epair Demolish move O ccupancy
SIZE SO FT NO ROOMS NO STORIES
INT EXT WALL
COVERING
ROOF COVER ING
USE OF STRUCTURE
OR devices mfital. letters, wa 11
sign (Coronado Enterprises inc
f
SIGNATURE OF
APPLICANT
(,-i address 9726 Klingerman S.ElMontefc
PLAN CHECK
FEE S
VALUATION
s
380.00 PERMIT
FEE $ i O O
APPROVALS DATE INSPECTOR S
SIGNATURE
: Foundation Location
: Forms Materials
JOISTS & GIRDERS
! FURNACE LOCATION
! GAS VENT, DUCTS
i FRAMING i LATH OR GYPSUM
! INTERIOR i LATH
: EXTERIOR
| fi
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HOUSE NUMBER
CORRECT AND POSTED /r\ ,
FINAL APPROVAL^
I ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION SIGNATURE AND STATE THAT THE ABOVE IS CORRECT AND AGREE PERMITTEE.
TO COMPLY WITH ALL CITY ORDINANCES AND STATE
LAWS REGULATING BUILDING CONSTRUCTION ADDRESS
it i
il
i -61-2M This is a Building Permit When Properly Filled Out, Signed and Validated,"-j PERMIT VOID IF WORK IS NOT COMMENCED WITHIN 60 DAYS OF DATE OF ISSUANCE 0 6 6 J 1 JUN 2 5 62 BP 3.00 Rw
INSPECTOR’S COPY
CITY OF COVINA
BUILDING DEPARTMENT
Phone: 331-0111
El
BUILDING
PERMIT-APPLICATION
OWN
MA |L
ER (Auc.
AODRESS-^ /f /jj ,
CITyG^/x/^ TEL. NO^jf^75^3
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address jT7^ >l/ /?*tsc*e .
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STATE <79/' COVINA BUSINESS -"7
LICENSE NO. y /W LICENSE NO. JC/ /
ARCHITECT OR “ ~
ENGINEER
ADDRESS
CITY
STATE
LICENSE NO
LOT // BLOCK
LOT SI ZE K /o °
USE OF EXISTING
BUILDINGS
TEL. NO.
COVINA BUSINESS
LICENSE NO.
TRACT'
VALUATION f JQ 0 gj.
$ sfc>
I ACKNOWLEDGE THAT 1 HAVE READ THIS APPLICATION
AND STATE THAT THE ABOVE IS CORRECT AND AGREE
TO COMPLY WITH ALL CITY ORDINANCES AND STATE
LAWS REGULATING BUILDING CONSTRUCTION.
BUILDING
ADDRESS
NEAREST
CROSS STREET
AP NO GROUP TYPE CONST. PROCESSED BY
£3
ZONE SPECIAL
CONDITIONS
3 L t * F O U Li C
£ BUILDING
SETBACK
EXISTING YARD HWY STREET NAME WIDTH
FRONT
P.L.
SIDE
P.L.
REAR
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PLANNING DEPT. DATE
APPROVAL
2J>°7V
NO BLDGS.
NOW ON LOT
/ItoDtTZ. s^Yo ^/=/c<sr£
METES AND BOUNDS ATTACHED YES NO
DESCRIPTION OF WORK
NEW ADD. ALTER REPAIR DEMOLISH SPEC) OCCU
PANCY
SIZE sq. FT. NO.ROOMS NO. STORIES
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S ^ ^ °
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SIGNATURE OF
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PERMIT
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ENGINEERING OIV.
APPROVAL
HEALTH DEPT.
APPROVAL
FIRE DEPT.
APPROVAL
DATE
DATE
DATE
DATE
i! APPROVALS DATE INSPECTOR’S
SIGNATURE
■ FOUNDATION LOCATION
H FORMS, MATERIALS
I JOISTS & GIRDERS
I FURNACE. LOCATION
1 GAS VENT. DUCTS
1 FRAMING
1 LATH OR GYPSUM
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HOUSE NUMBER
CORRECT AND POSTED
FINAL APPROVAL
SIGNATURE OF
PERMITTEE_________ Z
ADDRESS.
7-62-2M THIS IS A BUILDING PERMIT WHEN PROPERLY FILLED OUT, SIGNED AND VALIDATED.
PERMIT VOID IF WORK IS NOT COMMENCED WITHIN 60 DAYS OF DATE OF ISSUANCE.
Plan Check Validation Permit Validation
U 9 o 4 4 fiPR 2 3 63 BP 5.0 01
\^Ce3
air of covina
BUILDING DEPARTMENT
331-0111
-7 BUILDING
PERMIT-APPLICATION
OWNER A/#/? k£TK t.A.Sscc/Ar^
BUILDING
ADDRESS /\f .<Tr9-
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LICENSE
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LICENSE
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DATE
DATE
DATE
USE OF EXISTING
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DATE
METFS AND BOUNDS ATTACHED YES- . NO APPROVALS
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SIZE Sq. FT.
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VALUATION
* soo
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FEE $
PERMI T
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HOUSE NUMBER
CORRECT AND POSTED
FINAL APPROVAL
I ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION PERMITTEE S
AND STATE THAT THE ABOVE IS CORRECT AND AGREE SIGNATURE
TO COMPLY WITH ALL CITY ORDINANCES AND STATE
LAWS REGULATING BUILDING CONSTRUCTION. ADDRESS,
THIS IS A BUILDING PERMIT WHEN PROPERLY FILLED OUT, SIGNED AND VALIDATED, PERMIT VOID IF WORK IS NOT COMMENCED WITHIN 60 DAYS OF DATE OF ISSUANCE.
Plan Check Validation Permit Validation
13 9 4 1 HAR 2 2 65 BP 4.00 R-
\%iir
CITY OF COVINA
BUILDING DEPARTMENT
331-0111
BUILDING
PERMIT - APPLICATION
OWNER ADDRESS S'Vfi' KJ[ . A^-O-S A Au£.
MAI U rTl
ADDRESS r,
NEAREST
CROSS STREET
city S'amt-a Am A telephone 2.47 8
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FINAL APPROVAL
I ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION
AND STATE THAT THE ABOVE IS CORRECT AND AGREE
TO COMPLY WITH ALL CITY ORDINANCES AND STATE
LAWS REGULATING BUILDING CONSTRUCTION.-
PERMITTEE S
SIGNATURE Salic
ADDRESS 'Y 7^6 2. Sflkr/L (La
THIS IS A BUILDING PERMIT WHEN PROPERLY FILLED OUT, SIGNED AND VALIDATED.
PERMIT VOID IF WORK IS NOT COMMENCED WITHIN 60 DAYS OF DATE OF ISSUANCE.
Plan Check Validation Permit Validation
1 5 3 2 6 OCT l 5 65 PC 2 3.2 5 fc
f 1 5 4 1 3 OCT 2 7 65 BP
r
4 6.5 0 a Page 1040 of 2700 BUILDING INSPECTOR'S COPY
CITY OF COVINA
BUILDING DEPARTMENT
331-0111
BUILDING
PERMTT- APPLICATION
OWN rAt'L S/a
r>j ft-hjr AQh AD'DRESS’ jm N.ft-z-U-SA A7e
ADDRESS L. ^ . 2 -^LZNEAREST CROSS STREET
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CONTRACTOR Omjl -Kjgyg
ADDRESS
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MAP NO. GROUP TYPE CONST. PROCESSED BY
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CONDITIONS
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SETBACK YARD HWY. . STREET NAME EXISTING
WIDTH
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LICENSE E X,, "7 LICENSE
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DATE
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Vo
DATE
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SIZE SQ. FT. NO. ROOMS NO. STORIES
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FINAL APPROVAL
2 t M
I ACKNOWLEDGE THAT 1 HAVE READ THIS APPLICATION
AND STATE THAT THE ABOVE IS CORRECT AND AGREE
TO COMPLY WITH ALL CITY ORDINANCES AND STATE
LAWS REGULATING BUILDING CONSTRUCTION.
PERMITTEE S
SIGNATURE
ADDRESS ^ O >*• 't M A t
THIS^S A BUILDING PERMIT WHEN PROPERLY FILLED OUT, SIGNED AND VALIDATED.
PERMIT VOID IF WORK IS NOT COMMENCED WITHIN 60 DAYS OF DATE OF ISSUANCE.
Plan Check Validation Permit Validation
15 3 2 7 OCT 1 5 65 BP 1 0.00 R15 4 12 OCT 2 7 65 BP
{%<
5 00 R,_
,V Page 1041 of 2700 -BUTLDINCNG INSPECTOR'S COPY
CITY OF COVINA
BUILDING DEPARTMENT
PLUMBING
PERMIT - APPLICATION
OWNER
>: MAIL
< ADDRESS 2t. 2 'y^' Po-vbJL.
,. a,? ^^^:sj£:3irK •*, .&,r
BUILDING r'C>A! ^
ADDRESS \J Q U yL'C, ,
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(1 PLUMBER
ADDRESS
2-^0 2^iZ- JosU^ty/^T E L EP/jOfrlE f
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INSPECTION RECORD
CITY
STATE
LICENSE
TELEPHONE 33^^" ^ &£2.2&
NSE 3^SL-7jrfc~ LICENSE
COVINA BUSIN
LICENSE
t
PERMIT $ 2
TOTAL FEE $ 3
NO ITEM FEE
TOILET @ $1 25
BATH TUB @ 1 25
SHOWER @ 1 25
WASH BASIN @ 1 25
KITCHEN SINK @ t 25
DISHWASHER @ 1 25
LAUNDRY TUB OR TRAY @ 125
AUTOMATIC WASHER @ 1 25
/ WATER HEATER @ 1 50 &0
WATER SOFTENER* ® 1 25
GAS SYSTEM @ 1 50
FLOOR DRAIN @ 1 25
LAWN SPRINKLER* <3> 1 25
MISC WATER PIPING <? 1 25
*•
> PERMIT NOT REQUIRED ON
NEW STRUCTURE
APPROVALS
UNDER FLOOR WORK
00 ROUGH PLUMBING
GAS PIPING
GAS VENTS
I ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION
AND STATE THAT THE ABOVE IS CORRECT AND AGREE TO ,
COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS
REGULATING PLUMBING
I CERTIFY THAT I AM PROPERLY REGISTERED AND LICENSED AS REQUIRED BY THE CITY OF COVINA AND
STATE OF CALIFORNIA OR THAT I AM THE LEGAL OWNER
OF THE ABOVE DESCRIBED RESIDENTIAL PROPERTY. *
PERMITTEE’S
SIGNATURE
PLUMBING FIXTURES
' MISCELLANEOUS
GAS TEST
S^WrtA^, AS r.’ WV(Y^WM V. ^YT, • \ AV% %VSV F /
• SVV. 4„^VA/V/ VW V WYWXv\ ** % 3W\> U V f—
UTILITY CO NOTIFIED
FINAL
DATE
Ivgj£2
INSPECTOR'S SICNATURE
3 VALIDATION
This is a Plumbing Permit When Properly Filled Out, Signed and Validated. 17 9 7 4 v^cj^ work is r^t ggmmenced within 60 days of date of issuance.
BUILDING INSPECTOR'S COPY
CITY OF COVINA
BUILDING DEPARTMENT
PLUMBING
PERMIT - APPLICATION
}
t;
i
OWNER P< !/, /3/Vrt honkUL ,
A DDR ESS A A/yr Po / 7p 7 <H.
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BUILDING
ADDRESS
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STATE U "COVINA BUSIN
- LICENSELICENSE / T/n :
NO ITEM FEE
TOILET @ SI 25
-
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* SHOWER @ 1 25
<■ WASH BASIN @ 1 25 z ifrP
KITCHEN SINK @ 1 25 *
DISHWASHER @ 1 25
\
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S<-
AUTOMATIC WASHER @ 1 25
WATER HEATER @ 1 50
>
WATER SOFTENER* @ 1 25
GAS SYSTEM @ I 50 f*.
FLOOR DRAIN 0 1 25
’
LAWN SPRINKLER* @ 1 25
MISC WATER PIPING @ 1 25
\
/
*
* v
PERMIT NOT REQUIRED ON
NEW STRUCTURE
s
PERMIT S 2 00
1 TOTAL FEE S 3V
I ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION
AND STATE THAT THE ABOVE IS CORRECT AND AGREE TO
COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS
REGULATING PLUMBING
I CERTIFY THAT I AM PROPERLY REGISTERED AND LICENSED AS REQUIRED BY THE CITY OF COVINA AND
STATE OF CALIFORNIA OR THAT I AM THE LEGAL OWNER
OF THE ABOVE DESCRIBED RESIDENTIAL PROPERTY
PERMITTEE
SIGNATU
- sss®;
£• J&dSitS£Jkm^
'\zzv'P"-'
INSPECTION RECORD
APPROVALS
UNDER FLOOR WORK
ROUGH PLUMBING
GAS PIPING
GAS VENTS
PLUMBING FIXTURES
MISCELLANEOUS
GAS TEST
UTILITY CO NOTIFIED
FINAL
VALIDATION
DATE
\?JOL
Vl?/f7
INSPECTOR’S SIGNATURE
*rJ
This is a Plumbing Permit When Properly Filled Out, Signed and Validated.
Permit void if work is not commenced within 60 days of date of issuance. 1 8 0 4 0 MAR 2 7 67 PP 4.50 RBUILDING INSPECTOR'S COPY
CITY OF COVINA
BUILDING DEPARTMENT
331-01U
ELECTRICAL
PERMIT - APPLICATION
FOR APPLICANT TO FILL
PERMIT FEES
IN ADDRESS0
t
jC-P Q /jf. 9^7- OS O’.
■ receptacle ;
■ light }
total
OUTLETS
■ LIGHTING
IriXTURES T
ADO 1
OVER 20
FIRST 20
ADD 1
OVER 20
20 10
20 10
NEAREST
CROSS STREET
OWNER
MAIL
ADDRESS
F/'e /J
CITY TELEPHONE
Au.i/r
GANGES-CLOTHES OflYERS-WATER HEATERS
a ARB AG E DISPOSER-5TA COOKING UNIT
■DISHWASHERS-AUTOMATIC WASHERS
■ SPACE HEATERS-STA. APP l| H P MAX }
1 00 ELECTRIC
ADDRESS
* 'Tr&yaT u<>// X/
CITY
MOTORS. TRANSFORMERS
IND HEATERS, ETC
SIZE & TYPE
Pb*n 7^ TELEPHONE S 33-jy-££
RATING
HP KW KVA.
OVER
COVINA BUSINESS
LICENSE NUMBER
TO
1 00
GROUP ZONE
mL
PROCESSED BY
,1
JO 3 00 INSPECTION RECORD
JO 50 5 00 ~
7/ Q //'3o
BO - JOO 10 00
100 - 5 00 15 00 ^-3-7/ cjz.&>
■ SIGNS
SIGN AND ONE CIRCUIT 3 00
ADDIT IONAL CIRCUITS 1 00
IsERV ICE 0*600 VOLTS -NOT OVER 200 AMPS 1 00 t>0
IsERVICE 0-600 VOLTS-OVER 200 AMPERES 2 00
ISERVICE OVER 600 VOLTS 3 00
■MISCELLANEOUS
PLAN CHECK FEE 130% PERMIT FEE) APPROVALS
■ PERMIT ISSUING PEE 2 00
TEMP POWER POLE
\ SUPPLEMENTARY PERMIT ISSUING FEE 1 00
TOTAL FEE %J.oo
UNDERSLAS WORK
ROUGH CONDUIT
DATE INSPECTOR’S
SIGNATURE
I ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE
THAT THE ABOVE IS CORRECT AND AGREE TO COMPLY WITH ALL CITY
AND STATE LAWS REGULATING ELECTRICAL WIRING
I AM PROPERLY REGISTERED AND/OR LICENSED AS REQUIRED BY THE CITY OF COVINA AND STATE OF CALIFORNIA OR I 3M THE LEGAL OWNER OF THE ABOVE DESCRL^ElJ RESIDENTIAL
WIRING -a2 ■Z3L
FIXTURES
POWER AUTHORIZED
PERMITTEE'S SIGNA l£-
PRO RTY UTILITY CO NOTIFIED
FINAL J?-p~ 7/
VALIDATION
This is an Electrical Permit when properly filled out, signed and validated Permit void if work is not commenced within 60 days of issuance 2 7 4 4 1 JAN 2 8 71 tl* 5 .U U ft-
^1\
BUILDING INSPECTORS COPY
CITY OF COVINA
Building Department
PLAN CORRECTION SHEET
Applicant_____ _____ Mminfl -it*. Fwratel -----------------V Job Address fllent.nnti, ryit.a 5,6,7, lEttCfc ?3n?4 Owners Name and Address. Martin Mayerfeld, 86? fllaniana Avenue, ..Carina.----------------------------------------------------------------------------------------------------------------- ------------ PfRPOSt Tl HK ffSBOt 4*<TlHt»Hs t AM ATION
Alteration
Addition Office Building V F-2 2 $87,500.00
All corrections arc to be made on plans before permit is issued.
The approval of plans and specifications does nol permit the violation of any section of the Building Code, or other Cil> Ordinance or State Law.
**-3. OF -HVE. ^0 11.5 'Re.fo^r
1. Plans to be approved by:
a. Engineering
b. Planning
c. Fire
*5_ oM
2/ Provide footing and elab design as per the recommendation on the soils report submitted by Triad Engineering, Inc. ses ort. wr. U°. •* 0 The calculations call for 7 glued-lamlnated beams 5-l/® inches by 33 inches.
The drawings call for 6 glued-laminated beams 5^ inches by 32 inches. Clarify this discrepancy, sue ^"tesr t<-o = e. sitr. no. 4
, Provide detail of footing for piers as per Pad A on calculations. ■?«. att. 5"'*4r. ^/iz. i £f8a |UvSS**B>
(j>7 The bee® at the balcony is figured for a 6-inch by l6-ineh beam on the calculations} a 4-inch by lU-inch beam is shown on the drawing. Change to a 6-incb by 16-inch beam. s»t. croji s?cn<i<o swt. u». i/ii
Provide detail of steel dowels in footing and location of the pier blocks on the foundation drawing. Stc. toe. Pt&t, ^/tx.
0<*— ' ’ ' '
Provide detail for connection of glu-lm beams to bearing members at the wall lines.
Set ott. P-t skT. **!<■’. ifiz
8. Provide detail for connection of rafters to the supporting members on the mansard roof. bESKn r0 '5L,gwiTTeo ft-f Bond Lonae-e- <•».
&
Je sufficient slq
CSt.es svcr. A‘1
’’ Provide >pe or, e or camber to assure adequate drain ago of the roof. sec. Q|iProvide overflow drains having the a me size as the roof drains with the inlet flow line located two Inches above the low point of the roof, or overflow scuppers having three times the size of the roof drains may be installed in adjacent parapet walls with the inlet flow line located two inches above the low point of the adjacent roof and having a minimum opening height of 4 inches. If overflow drains are used, they shall be connected to drain lines independent from the roof drains. f'tfovilDE. •v+6-tt AT top OP (pAtAf WACC.
Provide a parapet trail not less, than 30 inches above any portion of the roof within 15 feet, on the east wall of this structure. Sec iecriou h- *vr :y,t (fiY
12. Provide engineered drawings and calculations for the roof trusses to be used on this structure. u#iu. Be •soem-rtco u-i g a tuMBea. £•«.
3. Show the header size at the top connection of the stairways. Cnt. g'7. ^ hT1
/u.
t-, oh JMIf.
1'rovlde a mechanically operated ventilating system capable of producing two complete changes of air per hour. H/bt. 4 A.c. v*it. t» Be. B.£.eqr. Combo. (^£5) Provide a mechanically operated exhaust system, which i* connected to the light switch, capable of providing a complete change of air every 15 minutes, for each Return this sheet with plans and specifications when all corrections have been made.
Date_______
Checked by
March 3, 1972
Jim Brown All corrections as listed above will be made.
Rechecked and Approved
DATE_____________________ Owner or Applicant’s Signature \ \<iy
CITY OF COVINA
Building Department 2
PLAN CORRECTION S|HEET
Applicant__________ Edmund C. Foerate!___________________________________ Job Address Glentana. tote 5.6,7. Tract 23074 Owners Name and Address- __________Martin Mnyerfelfl, 667 fil&tttflOa. AirenitBt_.Covina________________________________________________________________ ^Nl'U Ttiiiimniry PL'RPOSK ti Pt; c;koi p STOIC IKS\ AM ATION AiN-taf l->t>
AtlrtlUim Office Building V P-2 2 $87,500.00
All corrections are to be made on plans before permit is issued.
The approval of plans and specifications does not permit the violation of any section of the Buildinj; Code, or other Cit> Ordinance or Slate Law.
bathroom. Such systems ■>»nn he vented to the outside air and at the point of .> discharge shall be at least 5 feet from any openable window. Sec. tone's sht. T>z16} Provide a setback on the east wall to conform to Section 2314(h) of the Uniform Building Code, 1?70 Edition. S**- Site.
Justify the use of the 6-inch slung) stone on the west bearing wall. / ifl] 6/Show framing and an corage detail for stuccoed wall on south elevation, see, Dr<_. E-7 ^r, y/z.
Return this sheet with plans and specifications when all corrections have been made.
Date_____ March 1972
Checked by________Jim Brown
Rechecked and Approved_____________
DATE__________________________
All corrections as listed above will be made.
Owner or Applicant’!! Signature
PLAN CORRECTION SlHEET
CITY OF COVINA
Building Department
Applicant_____ Edmund C. Foerstel___________________ ujai,... Glentana, Lots 5,6.7. Tract 23074 Owners Name and AriHr.ss Martin Maverfeld. 867 Glentana Avenue, Covina__________________________________________ PLRPOSK Tt PK(■KOI P STOIC IKSVAM ATTON
.Uri'railuri
Add It tun Office Building V F-2 2 $87,500.00
All corrections arc to l»e made on plans before permit is issued.
The approval of plans and specifications does not permit the violation of any section of the Buiidinp Code, or other Oils Ordinance or State Law,
1. Plans to be approved by:
a. Engineering
b. Planning
c. Fire
2. Provide footing and slab design as per the recommendation on the soils report submitted by Triad. Engineering, Inc.
3. The calculations call for 7 glued-laminated beams 5-1/8 inches by 33 inches.
The drawings call for 6 glued-laminated beams 5i inches by 32 inches. Clarify this discrepancy.
4. Provide detail of footing for piers as per Pad A on calculations.
5. The beam at the balcony is figured for a 6-inch by l6-inch beam on the calculations; a 4-inch by l4-inch beam is shown on the drawing. Change to a 6-inch by l6-ineh beam.
6. Provide detail of steel dowels in footing and location of the pier blocks on the foundation drawing.
7. Provide detail for connection of glu-lam beams to bearing members at the wall lines.
8. Provide detail for connection of rafters to the supporting members on the mansard roof.
9. Provide sufficient slope or camber to assure adequate drainage of the roof.
10. Provide overflow drains having the same size as the roof drains with the inlet flow line located two inches above the low point of the roof, or overflow scuppers having three times the size of the roof drains may be installed in adjacent parapet walls with the inlet flow line located two inches above the low point of the adjacent roof and having a minimum opening height of 4 inches. If overflow drains are used, they shall be connected to drain lines independent from the roof drains.
11. Provide a parapet wall not less than 30 inches above any portion of the roof within 15 feet, on the east wall of this structure.
12. Provide engineered drawings and calculations for the roof trusses to be used on this structure.
13. Show the header size at the top eonnection of the stairways.
14. Provide a mechanically operated ventilating system capable of producing two complete changes of air per hour.
15. Provide a mechanically operated exhaust system, which is connected to the light switch, capable of providing a complete change of air every 15 minutes, for each Return this sheet with plans and specifications when all corrections have been made. nat, March 3, 1972
Checked by________ Jim_Brown
Rechecked and Approved___________
DATE_________________________
All corrections as listed above will be made.
OwTieror Applicant's Signature
PLAN CORRECTION SHEET
CITY OF COVINA
Building Department Page 2
Edmund C. Foerstel____________________ address Glentana, Lots 5,6,7, Tract 23074 Owners Name and Address Martin Mayerfeld, 86? Glentana Avenue■. Covina__________________________________________ <■">***■ iMimiincJ Tt KIWI 1* \ AI.I ATION
Alteration
Addition Office Building V F-2 2 $87,500.00
All corrections art* to lie made on plans before permit is issued.
The approval of plans and specifications does not permit the violation of any section of the Building Code, or other City Ordinance or State Law.
■bathroom. Such systems shall be vented to the outside air and at the point of discharge shall be at least 5 feet from any openable window.
16. Provide a setback on the east wall to conform to Section 23l4(k) of the Uniform Building Code, 1970 Edition.
17. Justify the use of the 6-inch slump stone on the west bearing wall.
18. Show framing and ancorage detail for stuccoed wall on south elevation.
Return this sheet with plans and specifications when all corrections have been made.
DatP March 3, 1972____________________
Checked by--------------BrOWIl----------------------------------- All corrections as listed above will be made.
Rechecked and Approved
DATE --------—.—— - Owner or Applicant's Signature
March 15, 1972
Mr. Gene Clark
Tropical Enterprises
2182 DuPont Drive, Suite 7
Newport Beach, California 92664
Dear Mr. Clark:
We have reviewed your latest plans and find your new parking approach to be quite adequate. However, we would like to suggest moving the wheat Dumpers bock about 18" in all the parking stalls to accommodate the overhang on the automobiles and thereby protect the shrubs in the ad|acent planters. The southeast comer of the building should be cut back in some manner to reduce the transition of the roofltne going from the south to the east side of the building.
We have not received your landscaping and irrigation plans to date.
Please indicate an these plans your provisions for the two street trees requested by Engineering. We request five trees within the parking orea along with the appropriate shrubbery.
We ore enclosing a list of suggested trees and shrubs for your consideration.
Sincerely,
MICHAEL A. MARQUEZ
Planning Associate
ns
MAMsmrw
Enclosure
CC: Del Dewhirst, Building Director
CITY OF COVINA
BUILDING DEPARTMENT
PLUMBING
PERMIT - APPLICATION
owner Martin Mayerfeld e'ss 578 N. Azusa
MAIL __0 __
ADDRESS 570 N. Azusa NEAREST
r.RQRR STRFFT
CITY Covina TELEPHONE 331“084L
PLUMBER Owner
PLAN CHECK APPLICANT
NAME
ADORESS ADDRESS
CITY TELEPHONE CITY TELEPHONE
STATE
LICENSE
COVINA BUSINESS
LICENSE GROUP ZONE
NUMBER
V
FIXTURE OR ITEM
WATER CLOSET
BATH TUB
SHOWER
LAVATORY
SINK
DISHWASHER
CLOTHES WASHER
SWIMMING POOL RECEPTOR
LAWN SPRINKLER SYSTEM
WATER HEATER
GAS SYSTEM OUTLETS
OUTLETS OVER 5 PER SYSTEM
EACH
1.75 1.75
1.75 1 75
1 75
1 75
1.75 1 75
1 75
1 75
1 75
30 PLAN CHECK FEE 25% OF ABOVE SEE REVERSE
FEE INSPECTION RECORD
/
PERMIT NOT REQUIREO ON
NEW STRUCTURE
Mr * fflkkj.
**
1 &
W
■of&- ,
(t
■p
APPROVALS
UNDER FLOOR WORK
ROUGH PLUMBING
GAS PIPING
DATE
3#*
I NSPECTOR^e-EI GN ATURE
r?m
4 1r
PERMIT 00 GAS VENTS
TOTAL FEE S ¥
PLUMBING FIXTURES
I ACKNOWLEDGE THAT I HAVE HEAD THIS APPLICATION AND STATE
THAT THE ABOVE IS CORRECT AND AGREE TO COMPLY WITH ALL
CITY ORDINANCES AND STATE LAWS REGULATING PLUMBING
I CERTIFY THAT I AM PROPERLY REGISTERED AND LICENSED AS REQUIRED BY THE CITY OF^fW/INA AND STATE OF CALIFORNIA OR THAT I AM THE LEGAL Q y KT n THE ABOVE DESCRIBED RESIOENT IAL PROPERTY
MISCELLANEOUS
4 HOT WATER HEATER
PERMITTEE'S
SIGNATURE ■
GAS TEST
UTILITY CO NOTIFIED
l
FINAL
VALIDATION <2
This is a Plumbing PermitJ/hen Property.Filled Out, Signed and Validated \(\f ) P
CITY OF COVINA
BUILDING DEPARTMENT
331-0111
ELECTRICAL
PERMIT - APPLICATION
CJlLAA/K
**tf7/9G.7}h? (&+■
£Sl I address
TELEPHONE
DRESS
FOR APPLICANT TO FILL IN
PERMIT FEES
TOTAL
OUTLETS
N 0 E AC H FEE NEAREST
CROSS STREET
*£*.50
RECEPTACLE
FIRST 20 LIGHT
JL ADO 1
OVER 20
OWN switch
TOTAL
LIGHTING FIRST 20
FIXTURES /
ADD T
OVER 20 CITY
RANGES-CLOTHES DRYERS-WATER HEATERS
GARBAGE DISPOSER-STA COOKING UNIT
D1 SHWA9HERS-AUTOMAT I C WASHERS
SPACE HEATERS-3TA APP. I| H P MAX )
1 00 ELECTRICIAN
AD
CITY TELEPHON
c&$se 3.&tJr&bCp COVINA BUSINESS
LICENSE NUMBER MOTORS. TRANSFORMERS
IND HEATERS, ETC
RATING
HP KW KVA
SZEft TYPE OVER TO GROUP ZONE PROCESSED BY
00 3 00 INSPECTION RECORD
10 - 50 5 00
m
80 100 10 oc
w
100 - 500 18 00'
a i
SIGN AND ONE CIRCUIT DO
P
l
SIGNS
£
K
ADDITIONAL CIRCUITS \ 00
JL f- £ U
SERVICE 0-600 VOLTS-NOT OVER 200 AMPS OC
% a Q
<2 SERVICE 0-600 VOLTS-OVER 200 AMPERES DC
SERVICE OVER 600 VOLTS 5 7
MISCELLANEOUS
$
9 W
INSPECTOR'S
SIGNATURE PLAN CHECK FEE <30% PERMIT FEE) APPROVALS DATE PERMIT ISSUING FEE 1
00 3jr0 TEMP POWER POLE
SUPPLEMENTARY PERMIT ISSUING FEE I 00 UNDERSLAB WORK
W7S
2 m 2%ZZl TOTAL FEE ROUGH CONDUIT
I ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE | WIRING
THAT THE ABOVE IS CORRECT AND AGREE TO COMPLY WITH ALL CITY H---------- ------------- AND STATE LAWS REGULATING ELECTRICAL WIRING ■ FIXTURES m 42 9 [V
I AM PROPERLY REGISTERED AND/OR LICENSED AS REQUIRED BY POWER AUTHOR ZED
THE CITY OF COVINA AND STATE OF CALIFORNIA OR I AM THE LEGAL OWNER OF THE ABOVE DESCRIBED RESIDENTIAL PROPERTY ;2 UTILITY CO NOT l FI EO %
PERMITTEE'S SIGNATURE FINAL
VALIDATION
Thia'Ts an Electrical Permit when properly filled out, signed and validated Permit void if work is not commenced within 60 days of issuance 3 3 3 4 a JUL 2 4 73 EP
\<V13
3.75 RBUILDING INSPECTOR'S COPY
CITY OF COVINA *
BUILDING DEPARTMENT 331-0111
SIGN
PERMIT APPLICATION
FOR APPLICANT TO FILL IN
(Use ballpoint pen or typewriter)
1t
JOB ADDRESS
OR LOCATION 579 M>. Az.u & &ytL,
NAME OF THE
ESTABLISHMENT C A/ £ $us i N gss SaLPiS
SIGN MANUFACTURER'S
NAME
e.
NAME OF CONTRACTOR
INSTALLING SIGN
MAILING
ADDRESS O'
MAILING ADDRESS
AND PHONE
SIGN OWNER'S
NAME Geio&Qe y. ~B J^cln o F f
is? T~ _ 33 h <tV6£>
STATE LICENSE NO
ESS 7 331'
/7£>/S* Me // TjOZooK
COVINA BUSINESS
LICENSE NO
MAILING ADDRESS
AND PHONE
PHYSICAL. DESCRIPTION OF THE PROPERTY
EXISTING AND/OR PROPOSED
USE OF THE PROPERTY
SIZE OF BUILDING FACE UPON
WHICH SIGN IS TO BE PLACED
Tfegi £->Tx9 7-<? SALefi
HEIGHT _ FT WIDTH .
1 I hereby acknowledge that I have read this application end stote that the information given is correct 2 In consideration of the Issuance and delivery to me by the Planning and Building Departments of the City of Covina of the permit granted under this application, I hereby agree to comply with the provisions of the sign ordinance and all other applicable ordinances of the City of Covina and withall State laws pertaining to the installation of signs, whether specified or not, and will in all things strictly comply with the conditions of the permit granted under this application.
FT
DATED i L Uil
IPFSS * U 1
NUMBER, TYPE AND SIZE OF
EXISTING SIGNS ON PROPERTY
PERMITTEE'S
SIGNATURE
----------------- 99 ■ ' - o AJULcU U"
LINEAL FRONT FOOTAGE
OF THE PROPERTY 22'
MAILING ADDRESS
and phone /7o/ s- -fte/ZBla ye O c/< W
FOR OFFICE USE ONLY
DISTANCE FROM PROPERTY LINES TO
ANY EXISTING FREESTANDING SIGNS
SIZE OF
COPY AREA. -SQ FT
PERCENTAGE OF COPY AREA
TO BACKGROUND AREA
DESCRIPTION OF THE PROPOSED SIBN ZONING & SPECIAL CONDITIONS ZONE TYPE OF SIGN (Check more than one if applicable) CONDITIONS BY
VARIANCE NO
DOUBLE FACE |_| NON - ELECTRICAL U3 FREESTANDING SIGN LJ SlhlGL F FACF \l/\ WAl 1 cmtsl 1 1 PEDESTRIAN SIGN ! 1
CONDITIONS BY
ELECTRICAL (J PROJECTING SIGN L l WINDOW SIGN Q USE PERMIT NO TYPE OF MATERIAL METAL AND PLASTIC OB' METAL □ OTHER.
FOR ELECTRICAL OR MOTORIZED SIGNS
TOTAL WATTAGE
}kr To frg 5A
BUNKING OR SCINTILLATING LAMPS
REVOLVING OR ROTATING SIGN ______
RATE/MIN
■ RPM
NUMBER & TYPE OF NON-CONFORMING
SIGNS TO BE REMOVED
SIZE OF
SIGN PANEL
----------------TrWJ3~
HEIGHT/ Z/7FT WIDTH TFT ABPA / % SO ft
HEIGHT ABOVE
GRADE TO
BOTTOM
OF SIGN FT
TOP OF
SIGN FT DATE REVIEWED BY
VALUATION
'/O0.M
PLAN CHECK
FEE
PERMIT
FEE "cJ.So BUILDING INSPECTION RECORD
Thu is a sign permit when properly filled out, signed, and validated by both the Planning and Building Deportments The permittee has hereby Installed a sign as indicated hereon In accordance with the provisions of the sign ordinance of the City of Covina
7’*
ITEM
>y
FOUNDATION SET-BACK
AND FOOTING
DATE INSPECTOR
PLANNING DEPARTMENT
APPROVAL DATE S'lt-lA
STRUCTURAL
SUPPORT Chhb
BUILDING DEPj
APPROVAL CLEARANCES
This permit Is null and void if the work authorized hereon is not commenced within sixty (60) days from the date of issuance, or if such work is suspended or abandoned at any time during construction for a period of one hundred twenty (120) d^s.^ ^ JUN 1 7f BP 2.50 R0{lb PI AN CHECK VAI IDATIC1N DCOUIT \JA I inATinw
CITY OF COVINA
BUILDING DEPARTMENT
331.0111
BUILDING
kPERMIT-APPLICATION
OWNER
w
mt
BUiLDl
ADDRESS yLi QfLmimA
i
ADDRESS fib*? CfUAJr^f/^
CITY TELEPHONE
CONTRACTOR DRr£tiri U •
ADDRESS 3/S fJ- ffeLLnuJ
CITY TELEPHON
U C £ NS EcffiO
COVINA 8USIN
LICENSE ThlSJL
ARCHITECT OR
ENGINEER
ADDRESS
ZONE SPECIAL
CONDITIONS
BUILDING
SETBACK YARD HWY, STREET NAME EXISTINGWIDTH
FRONT
P.L.
SIDE
P,i*
REAR
P.L.
CITY telephone
STATE
LICENSE
COVINA 8USINESS
LICENSE
LOT BLOCK TRACT
NEAREST (<r
CROSS STREET QAfO
MAP NO. GROUP [TYPE CONST. PROCESSED BY
PLANNING DEPARTMENT
APPROVAL
ENGINEERING DIVISION
APPROVAL
HEALTH DEPARTMENT
APPROVAL
DATE
DATE
DATE
LOT SI ZE
NO. BLDGS.
NOW ON LOT
FIRE DEPARTMENT
APPROVAL
DATE
USE OF EXISTING
BUILDINGS
WORKMENS
GOMP. INS 5
METES AND BOUNDS ATTACHED YES- -NO. POLICY NO. EXPIRES:
DESCRIPTION OF WORK
APPROVALS
NEW ADD. ALTER T
DEMOLISH SPECIAL OCCUPANCY
SIZE SQ.FT. / NO.ROOMS NO, STORIES
EXT, WALL COVERING INT. WALL COMBING
c.
ROOF COVERING
FOUNDATION: LOCATION
FORMS, MATERIALS
JOISTS AND GIRDERS
FURNACE: LOCATION
GAS VENT, OUCTB
FRAMING
LATH OR GYPSUM
INTERIOR.
OF STRUCTURE
LATH
EXTERIOR
2 ROOFINQ
S'
STRONG MOT I NO AX ©
APPLICANT
SIGNATURE
ADDRESS yiQ fA
VALUATION
j 33£o
PLAN CHECK
FEE $
PERMIT
FEE s IblU So
HOUSE NUMBER
CORRECT AND POSTED
DATE INSPECTOR’S
SIGNATURE
FINAL APPROVAL
'4
-ms
£5
UM m
I ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION
AND STATE THAT THfe ABOVE IS CORRECT AND AGREE
TO COMPLY WITH ALL CITY ORDINANCES AND STATE
LAWS REGULATING BUILDING CONSTRUCTION.
PERMITTEE'S
SIGNATURE
ADDRESS kL
THIS IS A BUILDING PERMIT WHEN PROPERLY FILLED OUT. SIGNED AND VALIDATED.
PERMIT VOID IF WORK IS NOT COMMENCED WITHIN 120 DAYS OF DATE OF ISSUANCE.
Plon Check Volidation Permit Validation
519 9 l^ricC 11 h bp 5 5.00 Rebuilding INSPECTOR'S COPY Page 1053 of 2700
LICENSED CONTRACTORS DECLARATION
i
1 hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, aatfLnoc.licejase^is in full force and effect „ License C1a« J SO /ffpiL/_____________ ___Lie. Number C ‘^'^7 Date Jj f $0 ______________ 1__________Contractor ____________
OWNER-BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to Rle a signed statement that he is licensed pursuant to the provisions of the Contractor’s License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (1500) .)
Q I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor’s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.).
Q I. as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor (s) licensed pursuant to the Contractor’s License Law ).
0 I am exempt under Sec----------------------------- , B.&P C. for this reason______________________________________________________ Date__________________________________ Owner----------------------- WORKERS' COMPENSATION DECLARATION i
I hereby affirm that I have a certificate of content to self-insure, or a certificate of Workers’ Compensation Insurance, or a certified copy thereof (Sec. 3800, Lab.C ). - _ s\ r- .
Policy No------------- Company Jrfrffe ( -tUfJb
"O Certified copy is hereby furnished. ’
Certified copy is filed with the county
department county-------------------^d^partnjent,
Pate^-^A/ ^QApplicant'
CERTIFICATE OF EXEMPTION FROM WORKERS'
COMPENSATION INSURANCE
ding inspection
(This section need not be completed if the permit is for one hundred dollars ($100) or less.)
I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California.
Date________ Applicant ____________________________ __
NOTICE TO APPLICANT: If, after making this Certificate of Exemption, you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked.
CONSTRUCTION LENDING ACENCY
1 hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ.C.).
Lender's Name_______________________________________________ , Lender’s Address_____________________________________________ I certify that I have read this application and state that the above information is correct 1 agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes.
Signature of Applicant or Agent Date Page 1054 of 2700
ui r Ut LUVIMA Building Department 331-0111 ROOFING Permit-Application
LICENSED CONTRACTORS DECLARATION
I hereby affirm that I am licensed under provisions ot Chapter 9 (commencing with Section 7000) of Division 3 ol the Business and Professions Code, and my license w m lull force and effect ? a d Si S “3
License Class ___ ____ : * —5 / I m Numtyw - hf t y /_______________ Dale / ' Contractor
t
- i -
OWNER-BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following reason (Sec 7031 5. Business and Professions Code! Any erty or county whicn requires a permit to con struct atfer, improve, demolish, or re pair any structure,prior to its issuance, also requires the applicant for such permit to hie a signed statement that he A licensed pursuant to the provisions of the Contractor's LicenseLaw (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code} or that he is exempt therefrom and the basa for the alleged exemption Any violation of Section 7031.5 by any applicant for a permit subtecta the applicant to a cent penalty of not more than live hundred dollars ($500).):
□ I. as owner ol the property, or my employees with,wages as their sole com pensation. will do the work, and the structure is not intended or offered for sale(Sec 7044. Business and Professions Code: The Contractor's License Law does not appfy 10 an owner of property who builds or improves thereon)and who does such work himself or through his own employees, provided that Such improvements are not intended or offered for sate. If, however, the building or improvement is sojd within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.).
□ I. as owner ol the property, am exclusively contracting with licensed contractors to construct the protect (Sec 7044, Business and Professions Code: TheContractor's License Law does not appfy to on owner of property who builds or improves thereon, and who contracts lor such protects with a contractors) licensee pursuant to the Contractor's License Law.). %
Q I am exempt under Sec______________________________ __________ BA PC lor this reason_________________________________________________________________ Date_______________ Owner_________________________________________________
WORKERS' COMPENSATION DECLARATION
I hereby affirm that I have a certificate of consent to self-insure, or a certificate ol Workers' Compensation Insurance, or a certified copy thereof (Sec 3800. LabC).
Policy Na____________________ Company_____________________________________ □ Certified copy W hereby furnished
□ Certified copy willed with the county building inspection department or county departmentDate_______________ Applicant_______________________________________________
CERTIFICATE OF EXEMPTION FROM WORKERS'
COMPENSATION INSURANCE
(This section need not be completed H the permit la lor onehundraddollarB(Si 00) or less)
I certify that in tha performance of the work for which this permit is issued I shall not employ any person in any manner ao as to become aubfect to the Workers'Compensation Laws of CalifomiA ,/■' ) Date / - ~ Applicant V'
NOTICE TO APPLICANT: It, after making thw Certificate of Exemption, you should become subject to the Workers’ Compensation provision* ot the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked I certify that I have read this application and state that the above information it correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county toenter upon the above-mentioned property for inspection purposed OWNER '/p/dstsoLit /k*PygSLAjld(
BUILDING
ADDRESS £p> / V
MAIL Jf .
ADDRESS *7
Nl AREST
‘ ROSS STRLLT
CITY TLLbPHONL ROOI & RLROOF
Ji J/i
CONTRACTOR iWddL. existing roof materiAt W
ADDRESS / ^
NEW ROOF MATERIAL
<=?/7Z?
CITY /C*Z*k£*-*l TELEPHONE
il A It L.UVIINA
LICENSE-y <f'jr ? ~7 LICENSE
REROOFINC RLQUIREMENTS
1)
2)
3)
Ordinance # 1608
Non Combustible or Fire Retardant
WOOD SHAKE or SHINGLE
Material shall be Pressure Treated or
Fire Retardant Type, Class ’A* or *B*.
a) All existing wood Shakes must be
removed regardless of new roof
material.
All sheating shall be solid, 5/8
inch plywood with exterior glue
or 1 inch nominal T&G boards
overlaid with asbestos felt, OR..
b)
c)
4)
Present I.C.B.O. approved research
report on material.
Tile, other heavy roofing materials require
plans and structural calc's with Engineer's
signature.VALUATION
* ld }
000.£>0
PLRMIT FEE
INSPECTION RECORD
77 s A-i7^-
"\3
3UTO
^ \*Z- It-L ST/sLL^r o1^ 6P
APPROVALS
PRE-ROOFINGINSPECTION
FINAL APPROVAL
/ 5
DAT
TO INSPECTORS
SIGNATURE
^ Peimit Validation f
THIS IS A ROOfINC PERMIT WHEN PROPERLY FILLED OUT,
SIGNED AND VALIDATED. PERMIT VOID IF WORK IS NOT
COMMENCED WITHIN 180 DAYS OF DATE OF ISSUANCE.
Signature of Applicant or Agent
Z'S
Data
V/i i i yyr > uy* ounuing uepartment 331-0111ROOFING Permit-Applicati> LICENSi.D CONTRACTORS DECLARATION
I hereby affirm that I am .censed under pr cwoiona of Chapter 9 (commencing with Section 7000) ol Division 3 of the Business and Professions Code, and my license om full force and effect ■? Q License Class _ C *** n /
Date
OWNER-BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following reason (Sec 7031 5. Business and Professions Code: Any city or county which requires a permit lo construct alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant lo the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he ia exempt therefrom and the baua lor the alleged exemption. Any violation of Section 7031.5 by any applicant tor a permit subtecta the applicant to a civil penalty of not more than live hundred dollars ($600).):
□ I. as owner ol the property, or my employees with wages as lheir sole compensation, will do the work, and the structure is not intended or ottered lor sale (Sec 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or ottered lor sale If, however, the building or improvement ia told within one year ol completion, the owner-builder will have the burden of proving that he did not build or improve tor the purpose of sale.)
□ I. as owner of the property, am exclusively contracting with licensed coni ractors to construct the project (Sec 7044, Business and Professions Code: The Contractor's L cense La w does not apply to an owner of property who builds or improves thereon, and who contracts lor such protects with a contractors) licensed pursuant to the Contractor's License Law)
Q I am exempt under Sec.________________________________________ _ EL A PC. for this reason____________________________________ _________________________ ___ Date_______________ Owner_____________________________________________-— OWNER
MAILADDRESS .2CITY
WORKERS1
COMPENSATION DECLARATION
I hereby affirm that I have a certificate ol consent to self insure, or a certificate ol Workers' Compensation Insurance, or a certified copy thereof (Sec 3800, LahC ) Policy No____________________ Company___________________________________— □ Certified copy is hereby furnished.
□ Certified copy a filed with the county building inspection department or county department.
Oate_______________ Applicant______________________________________________
CERTIFICATE OF EXEMPTION FROM WORKERS
COMPENSATION INSURANCE
(This sect Ion need not be com plat ad H the permit la tor ona hundred donate ($ 100) or lessj
I certify that in the performance ol the work tor which this permit la issued, I shall not employ any person In any manner so as to become Subject to the Workers' Compensation Laws ot Calitornii Compensation Lay^s ot California. ^ Date l ~~ *3 ~ 7^ Applicant.
NOTICE TO APPLICANT: If. alter making this Certificate of Exemption, you should become subject to the Workers' Compensation previsions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked I certify that I have read this application and stats that the above information it correct. I agree to comply with alt city and county ordinances and state laws relating to building construction and hereby authorize representatives ot this county to enter upon the above-mentioned property lor inspection purposes
NIAREST
C ROSS STREET
TLI.EPHONE
CONTRACTOR
ADDRESS
CITY
<9/7z 2-
TELEPHONE 9^'9^0
STATE
LICENSE
COVINA BUSINESS
LICENSE
REROOFINC REQUIREMENTS
1} Ordinance # 1608
2) Non Combustible or Fire Retardant
3J WOOD SHAKE or SHINCLE
Material shall be Pressure Treated or
Fire Retardant Type, Class *A* or *B'.a) All existing wood Shakes must be removed regardless of new roof
material.
b) All shearing shall be solid, 5/8
inch plywood with exterior glue
or 1 inch nominal T&C boards
overlaid with asbestos felt, OR............................... c) Present I.C.B.O. approved research
report on material.
x.) Tile, other heavy roofing materials require
plans and structural calc's with Engineer's
signature.
ROOT RLROOF
EXISTING ROOF MATtRIAI
NEW ROOF MATERIAL
'Ll ROOf.
INSPECTION RECORD
aM
EE
fu<e^p to ^
thl ST^li-A
*2.
k Nfc & rVA~nfc£<
VALUATION PERMIT FEE
A PI»R OVALS
1 ?'Xo
DATE
INSPECTORS
SIGNATURE
PRE-ROOFING
INSPECTIONFINAL APPROVAL 4-/'*? D
^ Permit Validation "I’
TH S IS A ROOFING PERMIT WHEN PROPERLY FILLED OUT,
SiCNED AND VALIDATED. PERMIT VOID IF WORK IS NOT
COMMENCED WITHIN 180 DAYS OF DATE OF ISSUANCE.
Signatute ol Applicant or Agent Date nJ
3 ',
LICENSED CONTRACTORS DECLARATION
I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with faction 7000) of Division 3 of the Business and Professions Code, and my licensefs In full force and effect.
License Class ," / y Cv
_____________ Uc. Number / j -~ .
Date---------------^^-T^enfractor
t
, -
OWNER-BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant tor such permit to file a signed statement that he is licensed to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500.):
□ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor’s License Law does notapply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not Intended or offered for sale, if, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of provingthat he did not build or improve for the purpose of sale). □ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor’s License Law).
□ I am exempt under Sec.___________________________________________ B.& P.C.for this reason______________________________________________________________ Date___________________ Owner______________________________________________ WORKERS’ COMPENSATION DECLARATION
I hereby affirm that I have a certificate of consent to self-insure, or a certificate of Workers' Compensation, or a certified copy thereof (Sec. 3800, Lab. C.).
Policy No.__________________________ Company_______________________________ □ Certified copy is hereby furnished.□ Certified copy Is filed with the county building inspection department or county department.
Date_____________________ Applicant_________________________________________ CERTIFICATE OF EXEMPTION FROM WORKERS’
COMPENSATION INSURANCE
(This section need not be completed it the permit Is for one hundred dollars ($100) or less.)
I certify that in the performance of the work for which this permit isjssued. I shall not employ any person in any manner so as to become subject tqth* Workers' Compensation Laws of California. :
/ ( J j
Data - -T,T,—SjtAppllcant —/ // ]/ / __________
NOTICE TO APPLICANT. If, after making this Certificate of Exemption, you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked.
I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above mentioned property jcS) inspection purpose?. -f / w ------- S3*
Signature of AppBcanrdr Agent Date
CITY OF COVINABUILDING DIVISION / PLANNING DIVISION
I G N
PERMIT APPLICATION
SIGN OWNER'SNAME
DRI
—LUJOB ADDRESS
OR LOCATION
MAILING ADI AND PHONE
ESS
/
NAME OF THE ESTABLISHMENT
-A-.Act
NAME OF CONTRACTOR INSTALLING SIGN
PHYSICAL DESCRIPTION OF THE PROPERTY
MAILING ADDRESS
iL
EXISTING AND/OR PROPOSED
USE OF THE PROPERTY
TELEPHONE
XLL
SIZE OF BUILDING FACE UPON STATE UCENSE NO. COVINA BUSINESS UCENSE NO.
WHICH SIGN IS TO BE PLACED HEIGHT FT. WIDTH FT. C -> C 7 fa
NEW SIGN
TO READ:
□
TEMPORARY
SIGN
OATES
FROM: TO:
FACE CHANGE ONLY
LINEAL FRONT FOO OF THE PROPERTY
DISTANCE TO NEAREST FREE STANDING
SIGN ON THE SAME STREET SIDE
SIZE, HEIGHT AND TYPE OF ANY EXISTING SIGNS TO REMAIN ON SITE
1. This is a sign permit when properly tilled oul. signed by both the Planning andBuiktina Departments and validated.2. In consideration olthe tssuance and delivery to roe by the Planning and Building Departments ol the City of Covina ot the permit granted under this application, I hereby agree to comply with the provisions of the sign ordinance and all other applicable ordinances ot the City ol Covina and with all State laws pertaining to the installation ol signs, whether specified or not, and will In allthlngs strictly comply with the conditions of the permit granted under this application.
3. This permit Is null and void It the work authorized hereon Is not commenced within (180) days from the date ot Issuance, or II such work Is suspended or abandoned at any time during construction for a period of one hundred eighty (180) days.DATED ^ ~ /
TEE'S DESCRIPTION OF THE PROPOSED SION(S)
PERMITTEE'S
SIGNATUREMAILING ADDRESS
l¥Q,
4^ r- M t U f i *
X//
■ r 7 / ( Af C
ANDPHONE
FOR OFFICE USE ONLY
TYPE OF SIGN (Check mop than one il applicable)
SIZE OF
COPYAREA. .SQ.FT.
PERCENTAGE OF COPY AREA
TO BACKGROUND AREA
DOUBLE FACE 'O’ SINGLE FACE Q
ELECTRICAL Q
NON-ELECTRICAL Q WALL SIGN □
MONUMENT SIGN Q
FREESTANDING SIGN Q
PEDESTRIAN SIGN Q
WINDOW SIGN □
USE PERMIT, VARIANCE OR
SPECIAL PERMIT NO. ZONECOMMENTS/CONDITIONS OF INSTALLATION TYPE OF MATERIAL n
-yFOR ELECTRICAL OR MOTORIZED SIGNS TOTAL WATTAGE _ IGNSI TC BLINKING OR SCINTILLING LAMPS____________ RATE/MIN.
REVOLVING OR ROTATING SIGN RPM
SIZE OF
SIGN PANEL HEIGHT ■ FT.
HEIGHT ABOVE
GRADETO
BOTTOM
OF SIGN.
WIDTH / A FT.
----------- |-WFT
AREA 'SO. FT. BUILDING INSPECTION RECORD
TOP OF
SIGN. .FT.
ITEM
VALUATION OF SIGNS 7 2-
FOUNDATION SET-BACK
AND FOOTING
DATE INSPECTOR
ZONING FEE
BUILDING INSPECTION FEE ELECTRICAL FEE (Sign w/on branch circuit)
TOTAL FEE
-a
.oO
STRUCTURALSUPPORT
CLEARANCES
—Qp
PLANNING DEPARTMENT
APPROVAL DATE
FINAL (Planning Dept.)
*KUiLt
4—JyiJ- BUILDING DEPARTMENT
APPROVAL DATE
FINAL (Building DepL)
si
LICENSED CONTRACTORS DECLARATION
I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license ■s in full force and effect.
CITY OF COVINA
BUILDING DIVISION / PLANNING DIVISION
License Class _
Date J2,--~2
--------- ________________
Uc
- Number V 7- feTHiz_
.^X^ontrador. £3i.<2-<=f Q-tr (/MS-/—^ (jiCOI
OWNER-BUILDER DECLARATION '
I hereby affirm that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, Improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he is licensed to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500.):
□ I. as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor’s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or thiough his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or Improvement Is sold within one year of completion, the owner-builder will have the burden of proving that he did not buiid or improve for the purpose of sale). □ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044. Business and Professions Code: The Contractor's License Law does i lot apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractor's License Law).
□ I am exempt under Sec.___________________________________________ B.& P.C. tor this reason______________________________________________________________ Date___________________Owner______________________________________________ WORKERS’ COMPENSATION DECLARATION
I hereby affirm that I have a certificate of consent to self-insure, or a certificate of Workers’ Compensation, or a certified copy thereof (Sec. 3800, Lab. C.).
Policy No.__________________________ Company_______________________________ □ Certified copy is hereby furnished.
□ Certified copy Is filed with the county building inspection department or county department.
MAILING ADDRESS ' /'
Date. Applicant.
CERTIFICATE OF EXEMPTION FROM WORKERS’
COMPENSATION INSURANCE
(This section need not be completed it the permit is for one hundred dollars ($100) or less.)
I certify that in the performance of the work for which this permit issued. I shall not employ any person in any manner so as tabecome subject Workers’ Compensation Laws of California. /? j ^"Tl/( Date
/%-—'7^4-' ? ^Applicant ' / / /
NOTICE TO APPLICANT. Yf, after making fcti^fcertjflcateof Exemption, you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked.
I certify that I ha vs read this application and state that the above information is correct. I agree to comply with ail city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter /4iporUhe above/mentioned property ■fiS- Inspection purposes.
Signature of Ap it or Agent Date
MAILING ADDRESS AND PHONE
PHYSICAL DESCRIPTION OF THE PROPERTY
EXISTING ANDIOR PROPOSED
USE OF THE PROPERTY
SIZE OF BUILDING FACE UPON WHICH SIGN IS TO BE PLACED HEIGHT FT. WIDTH. .FT.
NEW SIGN
TO READ:
lTEMPORARY> SIGN
DATES
FROM: TO:
FACE CHANGE ONLYLINEAL FRONT FOOT
OF THE PROPERTY
DISTANCE TO NEAREST FREE STANDING SIGN ON THE SAME STREET SIDESIZE. HEIGHT AND TYPE OF ANY EXISTING
SIGNS TO REMAIN ON SITE
DESCRIPTION OF THE PROPOSED SION(S)
SIGN
PERMIT APPLICATlOh
^a?Fon ruj£ACtF?A/KNAMEOFTHE /?/—/—
ESTABLISHMENT^—'f* C , &-NAME OF CONTRACTOR INSTALLING SIGNMAILING rRHONE 7
COVINA BUSINESS LICENSE NO.
1. This is a ston permit when properly filled out, signed by both the Planning anoBuildirig Departments and validated.2. In consideration ofthe issuance and deliveiy to me by the Planning and Building Departments of the City of Covina of the permit granted under this application, 1 hereby agree to comply provisions of the sign ordinance and all other applicable ordinances of the City of Covina and with all State taws pertaining to the Instalic'lnn of signs, whether specified or not, and will In alt things strictly comply with the conditions ot the permit granted under this appilcatloa
3. This permit Is null and void If the work authorized hereon Is not commenced within (130) days from the date ol Issuance, or If such work Is suspended or abandoned at any time during construction for a period of one hundred eighty (180) days. dated O’ VPERMITTEE'SSIGNATURE
lIUNGAODREl
NlD PHONE
EfSS> —N
j /—/ —•> / h //
9 (' 4-
TYPE OF SIGN (Check more than one If applicable)
DOUBLE FACE
SINGLE FACE
ELECTRICAL Q
NON-ELECTRICAL Q
WALL SIGN Q
MONUMENT SIGN O
FREESTANDING SIGN Q PEDESTRIAN SIGN Q
WINDOW SIGN □
TYPE OF MATERIAL
FOR ELECTRICAL OR MOTORIZED SIGN)!: TOTAL WATTAGE TORIZED SIGNAL TO _ BUNKING OR SCINTUUNG LAMPS_____________ RATE/MIN.
REVOLVING OR ROTATING SIGN RPMSIZE OF SIGN PANELHEIGHT ABOVE GRADETO HEIGHT FT. WIDTH j() FT. AREA^/j<7sQ. FT.
BOTTOM OF SIGN FT.
TOP OF
SIGN FT.
FOR OFFICE USE ONLY
SIZE OF
COPY AREA
PERCENTAGE OF COPY AREA
SQ. FT. TO BACKGROUND AREA%
USE PERMIT, VARIANCE OR SPECIAL PERMIT NO. ZONE
COMMENTS/CONDITIONS OF INSTALLATION
BUILDING INSPECTION RECORD
ITEM
VALUATION OF SIGNS
ZONING FEE
BUILDING INSPECTION FEE
ELECTRICAL FEE (Sign w/on branch circuit)
. OO
3oJJZ
~oo
PLANNING DEPARTMENT
APPROVAL^ .. *3 XT. <>ATE Z.-5LS- &
FINAL (Planning DepL)
WjUril
BUILDING DEPARTM
APPROVAL * DATE
FINAL (Building Dept.)
FOUNDATION SET-BACK
AND FOOTING
STRUCTURALSUPPORTCLEARANCES
DATE INSPECTOR
CITY OF COVINA
125 E. College St. - (818) 858 - 7236
BUILDING SAFETY/CODE ENFORCEMENT
• CORRECTION NOTICE •
Job Address _________
Owner/Tenanf £ . 1 • ^ E-LA-______
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ELECTRICAL ADVERTISING • MAINTENANCE • LEASES
1540 WEST SAN BERNARDINO ROAD. COVINA. CA 91722 (818) 9; • Jgj ,
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ELECTRICAL ADVERTISING • MAINTENANCE • LEASES
1540 WEST SAN BERNARDINO ROAD. COVINA, CA 91722 (818) 8 r
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CITY OF COVINA
DEPARTMENT
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LICENSED CONTRACTORS DECLARA1ION
I hereby affirm that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license isin full force and effect. g.
License Class ?-4 3_________ _____ Lie, Number (4 3 7 __Date / / ‘‘j (jW Contractor fi^UDudfr 1/1(2,^. •
OWNER-BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor’s License Law for the following reason (Sec. 703 L5, Business and Professions Code:Any city or county which requires a permit to construct, alter, improve, demolish, orrepair any structure, prior to its issuance, also requires the applicant for such permitto file a signed statement that he is licensed to the provisions of the Contractor'sLicense Law (Chapter 9 (commencing with Section 7000) of Division 3 of theBusiness and Professions Code) or that he is exempt therefrom and the basis for thealleged exemption. Any violation of Section 7031.5 by any applicant for a permitsubjects the applicant to a civil penalty of not more than five hundred dollars ($500.):
□ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor’s License Law does not apply to anowner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended oroffered for sale. If, however, the building or improvement is sold within one year ofcompletion, the owner-builder will have the burden of proving that he did not buildor improve for the purpose of sale).□ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor’sLicense Law does not apply to an owner of property who builds or improves thereon,and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor’s License Law).
1 am exempt under Sec.____________________________________________________ B.& P.C. for this reason ___ __________
Date 1141551 Owner
WORKERS’ COMPENS ATIO NDEClA RATION
I hereby affirm under penalty of perjury one of the following declarations:
____ 1 have and will maintain a certificate of consent to self-insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work which this permit is issued.
____ I have and will maintain workers’ compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers’ compensation insurance carrier and policy number are:
CARRIER_________________________________________________________ POLICY NUMBER__________________________________________________ (This section need not be completed if the permit is for one hundred dollars ($100) or less).____ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers’ compensation laws of California, and agree that if I should become subject to the workers’ compensation provisions of Section 3700 of the Labor Code. I shall forthwith comply with those provisions.
DATE.________________________ APPLICANT_________________________________________ WARNING. FAILURE TO SECURE WORKERS’ COMPENSATION COVERAGE IS
UNLAWFUL AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL
PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, ANDATTORNEY'S FEES.
CITY OF COVINA BUILDINGRTTIT niNC niVTfiinM /6U) «?8.7716 ' / PPDMTT APDT TPATIOW OWNER Fl £LD JOBADDRESS Ci A
ADDRESS ZONE [ SPECIAL CONDITIONS
errvAREA CODE & PHONE ^ . ^3/ _
OONIRACIOR^pg^ fa" a Paint •■■flMWSBi*
ADDRESS ^4/ fh/'
IMIWV L.V 'J. -vI'AVr V
"
ap
it)yy
VALUATION $ ~~j j . Qp , ° °
AREACODE&PHONftO,^ )~{0^
CONTRACTOR'S LICENSE VERIFICATION FEE
$ 3'
ro
DESIGNER
STRONG MOTION
INSTRUMENTATION PROGRAM $
MAILING
ADDRESS AM rr.MT»ar.Tni3« hdi iftT iifiP
PLAN CHECK FEE l$
OIY ?£FU3fpHAULER'
, - -y ,
ENERGY FEE $
AREAdeaS«Pnbf« ' ail'SlOo/ PERMIT ISSUANCE FEE $ 17.00
STATE L1C.NO. \is PERMIT FEE
$ 131
50 proposal ‘freCft-fg TOTAL BUILDING PERMIT FEE
* IS2
<oc
v?) ‘btifZ&Xfn&aJD ud^-pK.;. 3 oyi,
ZONING FEE
$ as
,o°
APPROVALS DATE INSPECTOR'S
SIGNATURE
SQUARE FOOTAGE ‘Sfo'j
FOUNDATION: LOCATION, FORMS, MATERIALS
A oZyCjLtt
JOISTS* GIRDERS
ENGINEERING ^
7 / i ’ » ■
DATE
SHEAR PANEL
FIRE DEPT. DATE FRAMING
PLANNING-Wp. 4-j^ DOE GYPSUM INTERIOR
CONSTRUCTION LENDING AGENCY
LATH EXTERIOR
I hereby affirm under penalty of perjury Ibat there is a construction lending agency ftujjtp yetJrxTuaaeoof.lhtwqtkAtr^'bich.this permit is issued LENDER’sijAlJi?
qUired P
rl°
r t0 *
h®
INSULATIONROOF SHEATHING
115. aftsttumjfianyTWB^n
-
LENDER’S ADDREfig'j_____
I certify that I have read Ibis application and state that the above information is correct. 1 agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned prog&xy fo?"tp£pection purposes.
//v/^
UNDERFLOOR INSUL
BUXXWALL PREGROUT
SMOKE DETECTORS
■*’ 'Ml*
______
FINAL APPROVAL
Inspections are requrted’^very 180 days, minimum. This permit will expire if inspections are not requested within the minimum time frame.
Expired permits require the payment of additional fees. Contact the Building Division at (626) 858-7236 for inspections.
PLAN CHECK NO..BUILDING PERMIT NO. /10b7-J9
Mi
INSPECTOR’S
RECORDING REQUESTED BY
AND MAIL TO
CITY OF COVINA Neighborhood Preservation
125 East College Street
Covina, California 91723-2199
(626) 384-5470
03/05/2010
*20100306786
March 3, 2010
SPACE ABOVE THIS LINE RESERVED FOR RECORDER S USE
LIEN ON REAL PROPERTY
NOTICE OF LIEN ON REAL PROPERTY TO BE RECORDED AND SPECIAL TAX ASSESSMENT PER SECTION 27297 CALIFORNIA GOVERNMENT CODE Pursuant to Section 17.59.110, Covina Municipal Code, you are herein requested to record the following special tax assessment upon and against real -property-located~at~ 578~N.~Azusa~Ave. 7~Cit\rof~Coviha7Lds'Angeles County.
State of California.
Said property is known and designated in the Los Angeles County Tax Assessor Records as: Mapbook 8432 Page 006 Parcel 017
7 OWNER(S) OF RECORD Martin Maverfeld & Elavne Maverfeld OWNER(S) RESIDE AT 126 N. Vista St._________________________ Los Angeles, CA 90036
AMOUNT OF LIEN_____$5,500
Said lien is for Covina Municipal Code violations failure to comply line issued by the City of Covina, 125 East College Street, Covina, California 91723-2199.
Said violation occurred on March 3, 2008 and consisted of: substandard property detrimental to the health, safety, and welfare of the public and surrounding neighborhood.
AFFIDAVIT
I, Chris Ulmer___________ , being duly sworn, deposed and say that I am the Neighborhood Preservation Officer in and for the City of Covina and the foregoing statement and documents herein are in all respects true and correct to the best of my knowledge and belief.
Signed ___ This 3 ^ day of '7?laAC$V 2010
ACKNOWLEDGMENT
State of California
County of Los Angeles
On March 3. 2010 before me, Cvnthia L. Petersen, Notary Public. (insert name and title of the officer)
personally appeared Chris Ulmer___________________________,who proved to me on the basis of satisfactory evidence to be the personas) whose name(s) is/are-subscr-ibed-to-the-within-instrument-and-aeknowledged-to-me-that— he/she/they executed the same in his/frer/their authorized capacity^ies), and that by his/her/their signature^ on the instrument the person(sf, or the entity upon behalf of which the person^sf acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
CYNTHIA L. PETERSEN
Commission # 1872852
Notary PuWlc - California
Y Los Angeles County -
My Comm. Expires Jan 6. 2014 E « * * * ui5 wwwdt
Signature PtjftthLdu ^ PjLUJUWh ; (Seal)
Ze:8 wy 51 dbW OTr
^310AlIDbNin0D
Q3fiI3D3a
This page is part of your document - DO NOT DISCARD
20100306786
W»
A
Recorded/Filed in Official Records
Recorder’s Office, Los Angeles County,
California
03/05/10 AT 02:45PM
Pages:
0003
FEES: 0.00
TAXES: 0.00
OTHER: 0.00
PAID: 0.00
LEADSHEET
201003050100010
00002022297
■1111 IIInil
0025 M196
SEQ:
01 DAR - Hail (Hard Copy)
THIS FORM IS NOT TO BE DUPLICATED
nA
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E42IU3
CITY OF COVINA
VIA ELECTRONIC MAIL
June 7,2022
Tim Hersch
2619 Sierra Way
La Verne, CA 91750
[email protected]
Re: Public Records Act Request PRR 22-191
Dear Mr. Hersch:
On May 31, 2022, the City of Covina (“City”) received your request for public records. In accordance with Government Code Sections 6253(c) and 6255(b), this letter serves as the City’s written response to your request. Your request is as follows:
■ Building Dept, and Industrial Waste permit records for 578-580 North Azusa Ave. and 865-867 Glentana Street
The City’s response is as follows:
Attached are the documents determined to be responsive to your request as stated above.
Should you have any questions or require additional information, please contact our office at 626- 384-5430 or [email protected].
Respectfully,
Jackie Cortez
Administrative Intern
APPENDIX D:
HISTORIC TOPOGRAPHIC MAPS
p
578 N AZUSA AVE
578 N AZUSA AVE
COVINA, CA 91722
Inquiry Number: 6994581.4
May 25, 2022
EDR Historical Topo Map Report
with QuadMatch™
EDR
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Toll Free: 800.352.0050
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EDR Historical Topo Map Report 05/25/22
Site Name: Client Name:
578 N AZUSA AVE PIC Environmental Services
578 N AZUSA AVE 2619 Sierra Way uC EDR
COVINA, CA 91722 La Verne, CA 91750
EDR Inquiry# 6994581.4 Contact: Tim Hersch
EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by PIC Environmental Services were identified for the years listed below. EDR’s Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s.
Search Results: Coordinates:
P.O.# NA Latitude: 34.09087 34° 5' 27" North
Project: E4411 Longitude: -117.907387 -117° 54’ 27" West UTM Zone: Zone 11 North
UTM X Meters: 416292.80
UTM Y Meters: 3772603.08
Elevation: 499.00' above sea level
Maps Provided:
2018 1933
2015 1927
2012 1925
1981 1904
1972 1898
1966 1897
1953 1894
1939
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmenta be concluded from this Report that coverage information for the target and surrounding properties does not exist from other source EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DAT
DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,
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Copyright 2022 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in p Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
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6994581 - 4 page 2
EDR Historical Topo Map 1894
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ADDRESS: 578 N AZUSA AVE
COVINA, CA 91722
CLIENT: PIC Environmental Services
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COVINA, CA 91722
CLIENT: PIC Environmental Services
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SW S SE 6994581 - 4 page 20
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CLIENT: PIC Environmental Services
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SW S SE 6994581 - 4 page 18
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SW S SE 6994581 - 4 page 17
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SITE NAME: 578 N AZUSA AVE
ADDRESS: 578 N AZUSA AVE
COVINA, CA 91722
CLIENT: PIC Environmental Services
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SW S SE 6994581 - 4 page 16
EDR Historical Topo Map
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COVINA, CA 91722
CLIENT: PIC Environmental Services
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6994581 - 4
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SITE NAME: 578 N AZUSA AVE
ADDRESS: 578 N AZUSA AVE
COVINA, CA 91722
CLIENT: PIC Environmental Services
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■NSW S SE 6994581 - 4 page 14
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SW S SE 6994581 - 4 page 13
EDR 1 Historical Topo Map 1966
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COVINA, CA 91722
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SW S SE 6994581 4 page 12
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SW S SE 6994581 - 4 page 9
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6994581 - 4 page 8
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COVINA, CA 91722
CLIENT: PIC Environmental Services
.1
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SW S SE 6994581 - 4 page 7
APPENDIX E:
HISTORIC AERIAL PHOTOGRAPHS
£
578 N AZUSA AVE
578 N AZUSA AVE
COVINA, CA 91722
Inquiry Number: 6994581.8
May 25, 2022
The EDR Aerial Photo Decade Package
EDR
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
EDR Aerial Photo Decade Package 05/25/22
Site Name: Client Name:
578 N AZUSA AVE PIC Environmental Services
578 N AZUSA AVE 2619 Sierra Way HC EDR
COVINA, CA 91722 La Verne, CA 91750
EDR Inquiry# 6994581.8 Contact: Tim Hersch
Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade.
Search Results:
Year Scale Details Source
2016 1"=500' Flight Year: 2016 USDA/NAIP
2012 1"=500' Flight Year: 2012 USDA/NAIP
2009 1 "=500' Flight Year: 2009 USDA/NAIP
2005 1"=500' Flight Year: 2005 USDA/NAIP
2002 T-500' Flight Date: June 05, 2002 USDA
1990 1 "=500' Flight Date: September 06, 1990 US DA
1983 r=500' Flight Date: November 19, 1983 EDR Proprietary Brewster Pacific 1981 1 "=500' Flight Date: February 17, 1981 EDR Proprietary Brewster Pacific 1977 1 "=500' Flight Date: April 25, 1977 EDR Proprietary Brewster Pacific 1970 1 "=500' Flight Date: February 08, 1970 EDR Proprietary Brewster Pacific 1964 1 "=500' Flight Date: July 28, 1964 USGS
1954 1"=500' Flight Date: October 26, 1954 USDA
1948 1 "=500' Flight Date: July 10, 1948 USGS
1938 1 "=500' Flight Date: May 06, 1938 USDA
1928 1"=500' Flight Date: January 01, 1928 FAIR
When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY
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Additionally, the information provided in this Report is not to be construed as legal advice.
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6994581 - 8 page 2
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APPENDIX F:
CITY DIRECTORY REPORT
578 N AZUSAAVE
578 N AZUSAAVE
COVINA, CA 91722
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Inquiry Number: 6994581.5
May 26, 2022
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The EDR-City Directory Abstract
EDR Environmental Data Resources Inc
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TABLE OF CONTENTS
SECTION
Executive Summary
Findings
City Directory Images
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