Glendora City Council
January 27, 2026

P1. Other Identifier:

DPR 523A (9/2013) *Required information
State of California ⎯ The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
PRIMARY RECORD Trinomial
NRHP Status Code 6Z
Other Listings
Review Code Reviewer Date
*P2. Location:  Not for Publication ■ Unrestricted
*a. County Los Angeles and (P2c, P2e, and P2b or P2d. Attach a Location Map as necessary.) *b. USGS 7.5' Quad Glendora Date 2023 T 01 N ; R 09 W;  of  of Sec 30; MD B.M.. c. Address 160 North Wabash Avenue City Glendora Zip 91741 d. UTM: Zone 11S , 420676.87 mE/ 3777769.76 mN
e. Other Locational Data:

The subject property is located on is located on the east side of North Wabash Avenue, north of Foothill Boulevard, west of North Cullen Avenue, and south of East Bennett Avenue in the City of Glendora.
*P3a. Description:

The subject property is an urban park that contains multiple buildings, open spaces, recreational facilities, athletic fields, parking lots, commemorative elements, signage elements and paths of circulation (see Continuation Sheet). *P3b. Resource Attributes: (List attributes and codes) HP31. Urban Open Space; HP13 Community Center/Social Hall; HP30: Trees/Vegetation; HP10. Theater *P4.Resources Present: ■ Building  Structure  Object  Site  District  Element of District  Other (Isolates, etc.) P5b. Description of Photo: (view, date, accession #) Photograph 1. Overview of park signage, facing southwest (South Environmental 2023)
*P6. Date Constructed/Age and
Source: ■ Historic  Prehistoric  Both
1949 (NETR 2023)
*P7. Owner and Address:

City of Glendora
116 E. Foothill Blvd
Glendora, CA 91741
*P8. Recorded by:

Sarah Corder
South Environmental
2061 N. Los Robles Ave.

Ste. 205
Pasadena, CA 91104
*P9. Date Recorded:
3/17/2023
*P10. Survey Type: Intensive
*P11. Report Citation:

Historic Built Environment
Report for the Finkbiner
Stormwater Capture
Project, City of Glendora,
Los Angeles County,
California (South Environmental 2023)
*Attachments: NONE ■Location Map ■Continuation Sheet ■Building, Structure, and Object Record Archaeological Record District Record Linear Feature Record Milling Station Record Rock Art Record Artifact Record Photograph Record ■ Other (List): Sketch Map

*Map Name: Glendora, California *Scale: 1:24,000 *Date of map: _2023__ DPR 523J (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI#
LOCATION MAP Trinomial

DPR 523K (Rev. 1/1995)(Word 9/2013) NOTE: Include bar scale and north arrow.

State of California Natural Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI#
SKETCH MAP Trinomial
*Resource Name or # Finkbiner Park *NRHP Status Code 6Z

DPR 523B (9/2013) *Required information
State of California The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI#

BUILDING, STRUCTURE, AND OBJECT RECORD
B1. Historic Name: Recreation Park
B2. Common Name: Finkbiner Park
B3. Original Use: Park B4. Present Use: Park
*B5. Architectural Style: n/a
*B6. Construction History: (Construction date, alterations, and date of alterations) Development of the park began in 1949 and the first buildings were constructed prior to 1953 (NETR 2023). For additional details see continuation sheets. *B7. Moved? ■No Yes Unknown Date: n/a Original Location: n/a *B8. Related Features:

B9a. Architect: n/a b. Builder: n/a
*B10. Significance: Theme n/a Area n/a Period of Significance n/a Property Type n/a Applicable Criteria n/a Historical Overview of the City of Glendora
The early establishment of the present-day Glendora occurred during the Mexican Period when land grants were dispersed and new ranchos created. In 1841, Mexican governor Juan Alvarado awarded Rancho El Susa to Luis Arenas and Rancho Azusa de Duarte to Andres Duarte, both located in the future Los Angeles County (County) in the Glendora area. Three years later, Arenas sold the western one-third of Rancho San Hose to Henry Dalton, an Englishman and merchant. Dalton also acquired the San Jose Addition, and Rancho Azusa in 1844 and renamed his lands Rancho Azusa de Dalton (Caughey 1977; Dallas 1995; Lewis Publishing Co. 1889; Zerneke 2009). Dalton owned the property until the end of the Mexican Period, which concluded with the signing of the Treaty of Guadalupe Hidalgo in 1848, ending the Mexican American War and ceding the rancho land to the United States government. After the signing of the treaty, Dalton lost most of his assets and lived the rest of his life in poverty (City of Glendora 1999; Lewis Publishing Co. 1889; Waugh 2003).

B11. Additional Resource Attributes: (List attributes and codes) n/a *B12. References: See Continuation Sheet
B13. Remarks:
*B14. Evaluator: Marlena Krcelich and Sarah
Corder, South Environmental
*Date of Evaluation: 5/20/2023
(This space reserved for official comments.)
(Sketch Map with north arrow required.)
DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
Trinomial

CONTINUATION SHEET
Property Name: Finkbiner Park
Page __5__ of __24__
*P3a. Description (Continued):

The table below provides a photograph (column 1) and description (column 2) of each component of the Park as identified on Figure 4 with additional details regarding the accessory buildings and structures.
1 – Athletic Fields (c.1949-c.1971)
Overview of baseball fields, facing
west.

Overview of concessions and restroom
building, facing northeast.

The current athletic field area
includes four baseball fields.

The fields are arranged in four
corners of an open field area.

Each field contains a chain link
fence, two dugouts, and sets of
metal bleachers.

The southwest corner field also
has a small concessions and
restrooms building constructed
out of brick with a flat roof and
three concessions windows.

Alterations:
• Concessions and Restrooms
constructed (1971)
• Two additional fields
constructed (1985)
• One additional constructed
(1997)
DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
Trinomial

CONTINUATION SHEET
Property Name: Finkbiner Park
Page __6__ of __24__
2 - Basketball Court (c.1949)
Overview of basketball court, facing
south.

The basketball court is concrete
with green and red painted court
lines and two hoops.

Alterations:
• Modernized and updated (new
court painted) (2012)
3 – Tennis Courts (c.1953)
Overview of tennis courts, facing
west.

The tennis court area contains two
courts constructed out of a
concrete slab and painted court
lines. There is one net at the
center of each court. A chain link
fence surrounds the courts.

Alterations:
• Grass courts replaced with
concrete courts (circa
1985)
DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
Trinomial

CONTINUATION SHEET
Property Name: Finkbiner Park
Page __7__ of __24__
4 – Comfort Station (c.1978)
Overview of restroom building, facing
east.

The Comfort Station is one-story
in height. It is constructed out
of brick and has a low-pitch gable
roof with deep overhangs and
exposed wood rafter tails. The
north elevation has two recessed
entryways leading to the
restrooms. The west elevation has
a set of unglazed double doors
leading to a storage area. The
east elevation has one unglazed
door. The south elevation has one
set of small metal doors.

Alterations:

None documented or observed
5 – Skate Park (c.2000)
Overview of skate park, facing south.

The Skate Park is constructed out
of concrete with various ramps,
rails, and other small metal and
concrete features. The area is
surrounded by a chain link fence.

Alterations:

None documented or observed
DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
Trinomial

CONTINUATION SHEET
Property Name: Finkbiner Park
Page __8__ of __24__
6 - Larry R. Glenn Memorial Bandshell
(2005)
Overview of bandshell facing
southwest.

This standalone bandshell is
constructed out of rough-faced
CMUs. It has a recessed stage area
with a tiered ceiling clad in
stucco. At the rear of the stage
area is a roll-up metal door. On
either side of the stage are two
large pillars. The stage is
accessed from the southeast by a
set of stairs and from the
northwest by a handicap
accessible ramp. There are
multiple plagues attached to the
bandshell that have various
information about the bandshell
and its construction. It was
designed by Norman R. Nichols, AIA
and constructed by Morillo
Construction Company.

Alterations:

None documented or observed
7 – Shade Canopy (c.2014)
Overview of shade canopy, facing west.

The current shade canopy features
a metal support structure with a
central metal pier with eight
cylindrical posts surrounding it.

The canopy is made of eight
tension held triangular shaped
canvas sheets. A concrete slab
forms the base. Picnic tables are
clustered beneath the canopy.

Alterations:

In 1980, the original concrete pad
for a patio area was located at
the same location as the canopy.

This concrete pad was replaced
with the current pad and canopy
in 2014.

DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
Trinomial

CONTINUATION SHEET
Property Name: Finkbiner Park
Page __9__ of __24__
8 - Rotary Scout Hut (1990)
Overview of Rotary Scout Hut building,
facing northeast.

This one-story building is
constructed out of brick with a
CMU foundation and has a mediumpitched cross gabled roof with the gables clad in wooden board and
batten siding. The roof has
exposed wooden rafter tails.

Aluminum windows are present
throughout and appear to be
original to the building. The main
entry door is sheltered by the
roof gable and this area also
contains a plaque. To the south
of the main entry door is a small
area enclosed with CMU and two
metal gates that has two
additional entry doors. The rear
elevation has two exit doors. The
building was designed by Jackson
K. Walters and constructed by
Forestwood Construction.

Alterations:

The Rotary Scout Hut was
originally constructed in 1953
but was demolished due to
deteriorating condition and
reconstructed in 1990.

DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
Trinomial

CONTINUATION SHEET
Property Name: Finkbiner Park
Page __10__ of __24__
9 - Youth Center (1965)
Overview of the Youth Center, facing
northeast.

This building is one-story in
height and clad in painted brick
veneer. It features multiple
rooflines including a flat roof
in the rear and hipped roof with
a gabled clerestory cap over the
main body of the house. The hipped
roof section of the building has
overhanging eaves with exposed
wood rafter tails. Fenestration
consists of nearly floor-toceiling aluminum windows, and two fixed replacement vinyl windows.

The main entry on the south
elevation contains glass and
metal replacement double-entry
doors. The remaining elevations
feature simple, unglazed entry
doors. The main entry area also
has planters constructed of the
same brick as the building.

Alterations:

None documented or observed
10 – West Oaks Grove (1978)
Overview of West Oaks Grove, facing
west.

The West Oaks Grove features
mature trees. The ground in this
section of the Park is
predominantly covered with mulch
and has concrete landscape edging
in some areas. Concrete pathways
with metal lampposts and picnic
tables are located throughout the
area.

Alterations:

None documented or observed
DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
Trinomial

CONTINUATION SHEET
Property Name: Finkbiner Park
Page __11__ of __24__
11 - American Legion Building, Post
475 (1966)
Overview of American Legion Building,
facing northwest.

The building is a one-story
building constructed out of CMU
and painted brick veneer. The
building has multiple rooflines
with hipped and gabled sections.

The roof also features exposed
wood rafter tails. Windows
throughout primarily consist of
metal sash and casements, with
some windows replaced with vinyl.

The main (east) elevation
contains a recessed main entryway
with a set of metal double-doors
with side lights. The south
elevation contains a brick
chimney. The rear elevation has
an access ramp, stairs, and metal
double-doors. Directly adjacent
to the west elevation is a set of
batting cages.

Alterations:

None documented or observed
12 - Liberty House (2017)
Overview of Liberty House, facing
northwest.

This is a one-story building with
a very simple rectangular floor
plan with a small adjacent
restroom building of the same
design. The building contains a
low-pitched metal gable roof and
stucco exterior cladding with
faux stone cladding on the lowest
third of all elevations. Vinyl
windows are present throughout
the building as well as five sets
of vinyl double doors. The
restroom building has two
unglazed access doors. The rear
of the building is enclosed with
a chain link fence and contains a
concrete patio, canopy, and
grassy area.

Alterations:

DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
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CONTINUATION SHEET
Property Name: Finkbiner Park
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None documented or observed
Street Lights (c.1980)
Example of light post in West Oaks
Grove section of the Park, facing
north.

Ornamental street lights are
located throughout the Park, with
the majority concentrated around
the West Oaks Grove and Bandshell
areas
The lights have fluted metal posts
with acorn globe lights. While
their exact date of construction
is unknown, they were like
installed in circa 1980, when the
walking paths were established
throughout the West Oaks Grove.

Alterations:

None documented or observed
Hardscape Features (various dates)
Overview of Wall and Walkways in West
Oaks Grove, facing northwest.

Hardscape features around the
Park include concrete walkways,
sidewalks, and benches. There is
also a wall that defines the
northeast corner of the Park.

These features appear to be modern
and not of historic age.

Alterations:

None documented or observed
DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
Trinomial

CONTINUATION SHEET
Property Name: Finkbiner Park
Page __13__ of __24__
Example of concrete Park bench, facing
southeast.

Commemorative Markers and Signage
(various dates)
Overview of Finkbiner Marker, facing
southwest.

There are a variety of
commemorative markers and signage
throughout the Park. These
elements vary in materials, size,
and function. Examples of these
include the Finkbiner Park signs
placed at entry points to the
Park, markers with informational
plaques throughout the Park, and
an American Legion
statue/monument. All of these
elements appear to be modern
additions to the Park and are not
of historic age.

Alterations:

None documented or observed
DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
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CONTINUATION SHEET
Property Name: Finkbiner Park
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Overview of American Legion Statue,
facing northwest.

Overview of “Glendora Recreation Park”
marker, facing northeast.

B10. Significance (Continued):

In the 1860s, Dalton’s prior land was partitioned and sold off. Four homesteads were established along the foothills that belonged to John Gassaway, Coleman Barnes, Leonidas Barnes, and John Harrar. In 1874, two men named William Bryant Cullen and John Bender, prior Confederate soldiers who came from Memphis, Tennessee, homesteaded an additional 160 acres within the area, becoming the first official permanent settlers of the future Glendora Township. Bender built his home on present day Rainbow Drive, and it was the first home constructed in Glendora. He named his family home “Springfield Ranch,” which is still extant today in the northwestern part of the City. Many other homesteading families began to take residence in the area, with their land producing wheat, flax, barley, caster beans, fruit trees, and grapes.

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Property Name: Finkbiner Park
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Most of these crops were sold in markets in San Bernadino and Los Angeles, which at the time were both approximately a two-day wagon ride away. As people began to settle in the area, various community buildings began to appear, including shops, a blacksmith, churches, and small residences. A schoolhouse opened on the Dalton homestead and was named the LaFetra School (City of Glendora 1999; Landers 2001; Price 2008).

The area at this time became known as Alosta but remained unincorporated. In 1885, a wealthy coal mining man from Chicago named George Dexter Whitcomb moved to the area. He bought two hundred acres at $40 an acre which would eventually become the new town center. He named the town Glendora, devised from a combination of George Whitcomb’s wife’s name, Leadora, and the view of a mountain glen seen from the back of their home. Whitcomb went on to form the Glendora Land Company with two associates, John Cook, who bought land and water rights, and Merrick Reynolds, who purchased a substantial amount of land. Under the direction of the Glendora Land Company, the land in the center of town began to be cleared and plotted with streets in a grid pattern. Whitcomb named the north-south streets after places that were important to him, and east-west streets after family members (City of Glendora 1999).

In the late nineteenth century, Glendora experienced major growth as it continued to expand in population and new development. The first business built in town was a real estate office that handled the large quantity of land transactions occurring at the time. North Vista Bonita Avenue became the first business district of Glendora, with other businesses consisting of grocery, drug, and hardware stores (City of Glendora 1999).

On May 31, 1885, the Atchison, Topeka, & Santa Fe Railway Company’s new train from Pasadena to San Bernardino made its first stop at the Glendora Station. The original station was a simple boxcar, but by 1888, a Victorian style station opened. This station was demolished in the 1950s. The railroad played an important role in the development of Glendora, particularly for the citrus industry (Landers 2001; Price 2008, 2012). The early years of the new century brought even further advances. In 1902, telephone services came to Glendora and the first newspaper was founded one year later, named the Glendora Gleaner. In 1907, the Pacific Electric Railway came to Glendora and connected the town to several other areas in Southern California including Pomona, Glendale, Newport Beach, Burbank, Van Nuys, and more (Burns 2023).

A two-story hotel called the Bellevue was constructed by the Glendora Land Company on Meda Avenue between Michigan and Vista Bonita Avenues. This accommodated the influx of people traveling from the east who needed a temporary residence while constructing new homes. This hotel would later be demolished in the 1930s after a fire. Over time, Glendora’s business center gravitated to the west, and several businesses were relocated to Michigan Avenue near Bennet and Meda avenues. Other structures erected or relocated were a blacksmith shop, the First National Bank, and a business block known as the Chance Building (City of Glendora 1999).

The City of Glendora (City) was officially incorporated on November 13, 1911, and the first City Hall was erected at 314 North Michigan Avenue in 1913. This building also housed the fire department, post office, police department and jail. The building is extant today and serves as the Glendora Historical Society Museum (City of Glendora 1999). By 1915, the Glendora Water Company was purchased by the City.

In 1921, Glendora opened an “auto camp” along Michigan Avenue that allowed more DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
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people to come to the area by providing roadside visitors free stoves, a covered kitchen, and running water, a much cheaper alternative to expensive hotels in the City. The result of the influx of people to the area brought about a building boom that culminated in 1922 with the construction of a larger City Hall on Foothill Boulevard, designed in the Italian Renaissance Revival Style (City of Glendora 1999; Price 2008).

From the beginning of its settlement, agriculture was a major industry in Glendora.

Early ranches produced vegetables and fruit, with the most popular being apricots, peaches, grapes, strawberries, and prunes (City of Glendora 1999). By the turn of the twentieth century, the California citrus industry had made its way to Glendora and become established within the City. In 1923, the Glendora Fruit Exchange was created when the Glendora Citrus Association and Glendora Heights Orange and Lemon Growers Association joined forces to build their own packing house. This was a popular practice at the time to keep production, manufacturing, and shipping of citrus fruits in-house. Glendora went on to produce over one million boxes of fruit per year and established many packing houses throughout the City to meet those demands. The Glendora Mutual Orange Association marketed under the Azusa-CovinaGlendora Fruit exchange, which shipped 1,117 cars of oranges and 30 cars of lemons in 1927. At the industry’s peak in 1947, Glendora has more than 5,000 acres of orange and lemon groves, as well as six packing houses producing 78,000 tons of citrus per year. In the 1940s and 1950s, the citrus industry began its decline due to a tree disease that destroyed many of the crops, combined with the rising costs of labor and water (LAT 1987; Landers 2001; LAT 1927).

During World War II, Glendora hosted a Civilian Public Service Camp located in Big Dalton Canyon. This Camp hosted conscientious objectors. Camp attendees had to pay a fine worked as medical study subjects or worked on civilian infrastructure projects to avoid being drafted by the Selective Service Act. Sometimes family members or religious sponsors would pay the fine for the individual. This was the only way to avoid reporting to the draft without being subjected to imprisonment in punishment camps. At the Camp in Glendora, the men were not treated well or paid for their work. In 1946, the objectors led a series of strikes in response to two other workers being sent to a punishment camp without any official legal proceedings. The strikes were also fueled by a lack of paid accident compensation and medical care for the workers who were physically abused by supervisors. These strikes began in Glendora and then spread around the nation at other camps. Despite the end of World War II in 1945, the Camp held the men until December of 1946 (Glendora Strikers 1946; LAT 1941; SBCS 1946).

At the end of the war, veterans returned to the area with the hopes of buying a home and starting a family. Nearby areas of Pasadena, Arcadia, Monrovia, and Temple City began to see significant increases in property values, making developers consider Glendora as a more cost-effective location for new home construction. By 1953, residential subdivisions began to appear north of Glendora’s central downtown. To the north of East Leodora Avenue, along North Glendora Avenue, a residential subdivision replaced the orchards and fields. By the 1960s, the developments stretched north past Sierra Madre Avenue. Between 1965 and 1975, the town extended further west approaching the neighboring town of Azusa, further replacing agricultural fields with more post-war housing. By the late 1970s, most of the agricultural land in the northern foothills was gone. Between 2005 and 2009 the last DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
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of the remaining agricultural land between Glendora and Azusa was fully filled in north of the 210 freeway, east of North Pasadena Avenue in Azusa, and west of North Yucca Ridge Road in Glendora (NETR 2023).

Development of Finkbiner Park
By the 1930s in the United States, parks were seen as a fundamental element of urban life. As people began to develop neighborhoods, they began to prioritize recreation areas, leading to an increase in park facilities. During and after the Great Depression, leisure time increased as people retired earlier and lived longer. City infrastructure was also improving, and parks became an area to facilitate “useful” activities, such as first aid classes, physical fitness programs, and club gathering points (Cranz 1982).

The City Beautiful Movement, a movement popular from the 1890s through the 1920s, sparked an interest in urban planning focusing on making more livable cities which combined design with social and civic issues. It not only improved a city’s overall appearance, but incorporated civic centers, parks, and grand boulevards into design considerations. The movement fell out of popularity by World War I, but cities like Chicago and Washington D.C. serve as examples of transformed cities with integration of automobile networks with outdoor spaces (Blumberg 2019).

The County of Los Angeles Park and Recreation system began with the establishment of the County Board of Forestry in 1911. Their primary responsibility was planting roadside trees and plants. It was succeeded by the Office of County Forester by 1920, and by 1922, began putting aside land to develop parks, such as Big Pine Recreation Camp. By 1929, the Department of Recreation, Camps, and Playgrounds was established and focused on the creation and improvement of park sites in the mountainous and lowland areas of the County. Federal funds provided through the Works Progress Administration (WPA) and Emergency Conservation Act program also made significant development of park, beach, and recreation areas possible during the Great Depression By 1944, the department overseeing parks and recreation areas became the County of Los Angeles Department of Parks and Recreation. As of 2016, the County Department owns 180 parks which includes natural areas, wildlife sanctuaries, arboreta and botanic gardens, and local, community, and regional parks; in addition to cultural venues (County of Los Angeles Department of Parks and Recreation n.d.; Gruendyke 1946; County of Los Angeles Department of Parks and Recreation 2023).

Finkbiner Park (Park) was established in 1949 and was originally named Recreation Park. Although it was developed after the establishment of the County of Los Angeles Parks and Recreation Department and the City Beautiful Movement, it was developed with the same civic focused ideals. Its development aligned with both beautifying the City and making it more livable. As the City began to shift from an agricultural to residential focus, the Park provided dedicated space for locals to gather and participate in recreational activities. The Park is the City’s oldest park and was the only one in existence for several years (Reyes 2022). The land the Park now occupies was part of a larger strip of land donated to Henry Huntington and the Pacific Electric Railway to encourage the extension of the railroad from Monrovia to Glendora. During the early twentieth century, the property was used to store Red Rail line cars. In these early years, the only recreational component on the site was a softball field diamond that the Railroad permitted the City to construct and DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
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use (Reyes 2022). Eventually, the City purchased the land from the Southern Pacific Railroad, the successor to Pacific Electric Railway (Glendora Historical Society 2020).

The Glendora Chamber of Commerce helped foster a general community interest in developing the land into a dedicated park and recreation center and raised funds to make this possible. During the 1940s, the U.S. found itself involved in World War II, fostering a new sense of community awareness in small communities like Glendora, which was still a town of only 3,000 people. Plans for the Park sparked enough interest that it became the first major town project to be undertaken during the decade. The City reclaimed and repurchased the land from the Pacific Electric Railway right-of-way for $6,000. The Park’s development was slow in these early years with the onset of World War II. However, local volunteers, such as Fred Long, City Clerk of Glendora, donated time and services by planting many of the oak trees seen in the Park today. In the following years, the City decided to close off Minnesota Avenue and enlarge the Park. This included establishing a fund to create a roller-skating area on the newly expanded land. Mrs. Eugene Underhill funded the construction of a water line for the Park’s first drinking fountain, and Charles Gordon fundraised for the installation of lighting on the baseball field (The Glendoran 2003).

In 1950, the Frank J. Gard family made a generous donation that led to the construction of the American Legion Building. That same year, Rolfe Bidwell, the City’s first lawyer donated funds to construct the Rotary Scout Hut, and the La Fetra Family donated money to build the tennis courts. Also in the early 1950s, Andy Fay and Bill Siebert brought Little League Baseball to the Park, starting a small local league. Norma Caranda, a local contractor, built the original dugouts which were present on site for several years (The Glendoran 2003).

In the 1960s, Harriet Geyer and the Glendora Coordinating Council raised money to construct the Youth Center, which was later renovated in the 1980s with Federal grant funds. In 1966, the Frank J. Gard Post of the American Legion donated the Legion Memorial Building to the City. The Women’s Auxiliary of the same post donated funds to purchase the playground equipment. The Legion Memorial Building was also remodeled in the 1980s using Federal grant funds (The Glendoran 2003).

In 1978, the City expanded the size of the Park by purchasing an additional three acres to the northeast, known today as West Oaks Grove, which was owned by the West Family. This grove was named the West Oaks Grove after former Glendora Mayor Mill West and contained 83 oak trees. The City also raised money in the 1970s to construct a snack stand and restroom facility adjacent to the main baseball diamond (The Glendoran 2003; Glendora Historic Preservation Committee. n.d).

On September 6, 1980, the name of the Park was officially changed from Recreation Park to Joe M. Finkbiner Municipal Park, in honor of Joe M. Finkbiner, Mayor of Glendora who served for 16 years (1964-1980) alongside an additional four years as a City Council member (1960-1964) (LAT 1980). In 1982, the Community Services Commission, under Chairman Dee Hupp, formed a committee to begin discussing constructing a bandshell. The committee was successful and a bandshell was constructed near the West Oaks Grove, funded by community member donations to house summer concerts. The effort was led by Larry Glenn, who served three terms as Mayor of Glendora and for whom the bandshell is named in honor of. The Scout Hut was found DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
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to be in deteriorating condition in the late 1980s, and a campaign led by the Glendora Rotary Club was formed to address these concerns (The Glendoran 2003).

In 1990, the old Scout Hut was razed, and a new building project was led by contractor and Rotarian, Keith Van Vilet. The building was constructed by Forestwood Construction and designed by Jackson K. Walters. In 1999, a new $154,000 skatepark was funded and opened in 2000 (Reyes 2022; Glendora Historical Society 2020; The Glendoran 2003).

Significance Evaluation
NRHP, CRHR, and City of Glendora Designation Criteria
The following presents an evaluation of the Park in consideration of NRHP, CRHR and City of Glendora designation criteria. Criteria discussions are combined whenever possible to avoid repetitive text.

NRHP Criterion A. That are associated with events that have made a significant contribution to the broad patterns of our history.

CRHR Criterion 1. Is associated with events that have made a significant contribution to the broad patterns of California’s history and cultural heritage.

City Criterion 1. The proposed preserved features exemplify or reflect special elements of historical, architectural, archaeological, cultural or aesthetic heritage.

The Park was established in 1949 as Recreation Park, comprised of a group of parcels put aside for leisure and recreational activities. It was Glendora’s first park, and its only park for several years following its establishment. The Park was constructed shortly after World War II when the City was transitioning from agricultural to residential development. While this occurred after the establishment of the County of Los Angeles Parks and Recreation Department and the City Beautiful Movement, it was developed with the same civic focused ideals. The Park land was carved out in the middle of a residential area, and since 1949, additional buildings and facilities were added to support the continued use of the Park. The various building types and recreation areas on site fit the needs of local residents, and provide areas to play sports, host performances, serve as a gathering place for groups like Boy Scouts and Veterans, and feature large open greenspaces for people to enjoy leisure time and congregate close to their homes. Several of the buildings and facilities were constructed based upon the efforts of local councils or community members who raised or donated funds, demonstrating the community’s investment in the Park and its significance as an important public space in Glendora. Furthermore, the theme of recreation continues at the Park today with recent fields for baseball and softball leagues, installation of a playground, and the construction of a skate park.

Due to the specific dedication of the land to be used as a Park during Glendora’s transition from agricultural to residential development, its progressive development over time, its importance as a public space and recreation area for the City, and its continued use by locals and maintenance by the City, the Park is an important feature of Glendora’s historical development and cultural heritage. While its DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
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significance does not rise to the level of significance required for NRHP and CRHR designation under Criterion A/1, the Park appears to be eligible at the local level under City Criterion 1.

NRHP Criterion B. That are associated with the lives of persons significant in our past.

CRHR Criterion 2. Is associated with the lives of persons important in our past.

City Criterion 2. The proposed preserved features are identified with persons or events significant in local state or national history.

To be found eligible under B/2 a property has to be directly tied to an important person and the place where that individual conducted or produced the work for which he or she is known. Prior to 1980, the Park was named Recreation Park. On September 6, 1980, the name of the Park was officially changed to Joe M. Finkbiner Municipal Park, in honor of Joe M. Finkbiner, Mayor of Glendora for 16 years from 1964-1980 and City Council Member from 1960-1964. Finkbiner is most well-known for his lengthy and influential political career in Glendora. However, the renaming of the Park is a symbolic gesture to acknowledge Finkbiner’s local accomplishments, and is not directly associated with Finkbiner’s work or productive life.

Archival research failed to indicate any other such direct association with individuals that are known to be historic figures at the national, state, or local level. While some of the buildings are associated with local citizens who led the efforts for their construction or aided in donating or raising funds, none of these individuals were found to be important historic figures. Therefore, the Park is not eligible under NRHP Criterion B, CRHR Criterion 2, or City Criterion 2.

NRHP Criterion C. That embody the distinctive characteristics of a type, period, or method of construction, or that represent the work of a master, or that possess high artistic values, or that represent a significant and distinguishable entity whose components may lack individual distinction.

CRHR Criterion 3. Embodies the distinctive characteristics of a type, period, region, or method of construction, or represents the work of an important creative individual, or possesses high artistic values.

City Criterion 3. The proposed features embody distinctive characteristics of a style, type, period or method of construction or are valuable examples of the use of indigenous materials or craftsmanship.

City Criterion 4. The proposed preserved features are representative of the notable work of a builder, designer or architect.

The Park was established in 1949 and currently contains over 12 different buildings, structures, and other features such as landscape, hardscape, streetlights and signage that were constructed between 1949 and 2017. Most of the buildings on site were constructed between 1949 and 1966, including the Tennis Courts (c. 1953), Basketball Court (c.1949), West Oaks Grove (1978), Concessions Stand (1971) at the baseball field, Youth Center (1965), and American Legion Building (1966). No evidence was DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
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found to suggest that the Park was planned and designed as a cohesive community park. It began in 1949 with a single baseball field. Over the next several decades, additional single buildings and recreation areas were constructed to support the continued use of the Park. Although most development occurred in the 1960s, there does not appear to have been a master plan of development for the Park. Further, archival research did not reveal any association with a landscape architect or planner. The ongoing changes made to the park over time, has resulted in an overall lack of architectural and aesthetic cohesion.

While the buildings within the Park all share a general Mid-Century Modern architectural design aesthetic, they lack architectural merit both individually and as a group, and do not serve as a good representation of a type, period, or method of construction. Further, the buildings are not architecturally cohesive and several exhibit modifications including replaced windows. Finally, none of the identified architects and builders associated with the Park are notable or master architects.

Therefore, the Park is not eligible under NRHP Criterion C, CRHR Criterion 3, or City Criteria 3 and 4.

NRHP Criterion D. That have yielded, or may be likely to yield, information important in prehistory or history.

CRHR Criterion 4. Has yielded, or may be likely to yield, information important in prehistory or history.

There is no evidence that the Park has the potential to yield information important to national, state or local history. Therefore, it appears ineligible under NRHP Criterion C, CRHR Criterion 3, and City Criteria 3 and 4.

Integrity
Location: The Park retains integrity of location. It is situated in its original location in its original orientation.

Design: The Park lacks integrity of design. The Park was not master-planned or designed with a cohesive appearance and several individual buildings and features were added over the span of several decades with some modified since their original construction.

Setting: The Park retains integrity of setting. It was constructed following Word War II when Glendora was transitioning from an agricultural focus to single-family suburban homes, and it remains situated in a residential neighborhood.

Materials: The Park has diminished integrity of materials. Some buildings have window replacements, and some of the features, such as the tennis courts, have been remodeled over time.

Workmanship: The Park retains integrity of workmanship. Evidence of the original craftsmanship of the buildings, recreation areas, and landscape elements remain intact.

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Feeling: The Park retains integrity of feeling. It still feels like a suburban park in a residential neighborhood.

Association: The Park retains integrity of association. Although the Park has been modified over the years with the addition of various buildings and structures, it still maintains its association as Glendora’s first park and as an important public space and recreation area for the community.

Finkbiner Park (Park) includes 12 buildings, structures, and landscape features, as well as various hardscapes features, lighting, and commemorative markers and signage that were evaluated as a single resource in consideration of NRHP, CRHR, and City of Glendora designation criteria.

The Park was found eligible for local designation under City Criterion 1 as Glendora’s first park and an important feature of Glendora’s historical development and cultural heritage. Finkbiner Park retains its historic integrity and ability to convey important historical associations at the local level of significance. The Park does not, however, appear to meet any NRHP or CRHR designation criteria.

The Park's identified period of significance is from 1949 to 1978. This period of significance captures the original development of the Park in 1949 and ends with the acquisition of the West Oaks Grove section of the Park in 1978. The acquisition of the West Oaks Grove section of the Park created the current park footprint.

While there are multiple buildings, structures, features, and recreational areas throughout the Park, these components were constructed at different times and lack architectural cohesion. Archival research also failed to indicate the use of a landscape designer or strategic park planning in the Park's conception. Rather, it appears that various elements of the park were constructed/modified as needed.

Therefore, none of the existing built environment within the Park contribute to its local historical significance. The character-defining features of Finkbiner Park are limited to its boundary/footprint and its function as a community park.

References
Burns, Adam. 2023. “Pacific Electric Railway: ‘Comfort, Speed, Safety.’” Accessed online via https://www.american-rails.com/pacific.html.

Blumberg, Naomi and Ida Yalzadeh. 2019. “City Beautiful Movement.” Accessed online via https://www.britannica.com/topic/City-Beautiful-movement.

City of Glendora. 1999. Historic Preservation Element of the City of Glendora General Plan. Glendora California: City of Glendora. Prepared June 14, 1999. http://www.cityofglendora.org/home/showdocument?id=24496 County of Los Angeles Department of Parks and Recreation. n.d. Salient Dates in the History of the Los Angeles County Department of Parks and Recreation.

County of Los Angeles Department of Parks and Recreation. “History.” Accessed online via http://parks.lacounty.gov/wps/portal/dpr/AboutUs/History/.

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Cranz, Galen. 1982. The Politics of Park Design: A History of Urban Park in America. Cambridge, MA: The MIT Press.

Daily News Post. 1973. “Tax rate drop seen at Citrus Budget.” (Monrovia, California). July 21, 1973. Accessed online via
https://www.newspapers.com/image/606936060/?terms=.

Glendora Historic Preservation Committee. n.d. “Glendora’s Historic Core.” City of Glendora. Accessed online via https://www.glendorahistoricalsociety.org/wpcontent/uploads/2020/06/Glendora-WalkingTour.pdf.

Glendora Strikers. 1946. Pamphlet. “Conscientious Objectors Go On Strike.” http://civilianpublicservice.org/sites/default/files/sites/civilianpublicservic e.org/files/documents/glendora-strikers.pdf
Gruendyke, B.P. November 1946. “Los Angeles Department of Parks and Recreation.” Los Angeles Employee’s Association Magazine.

Landers, J. D. 2001. Images of America: Glendora. Arcadia Publishing, Charleston, South Carolina.

Los Angeles Times (LAT). 1907. “Los Angeles County – Its Cities and Towns.” (Los Angeles, California). September 15, 1907. Accessed online via https://www.newspapers.com/image/379998403.
1927. “Crop Worth King’s Ransom: Citrus Grown in Upper San Gabriel Valley Returns $7,000.” (Los Angeles, California). December 27, 1927. ProQuest Historical Newspapers: Los Angeles Times (1881-1990).
1941. “Conscientious Objectors Arrive for Duty at West’s First Camp.” (Los Angeles, California). June 3, 1941. Accessed online via https://www.newspapers.com/image/380797271.
1959. “This Week in Review: Glendora.” (Los Angeles, California). November 8, 1959. Accessed online via https://www.newspapers.com/image/381102531. 1966. “Valley Roads.” (Los Angeles, California). July 24, 1966. Accessed online via https://www.newspapers.com/image/382326349.
1987. “Petitioners Seek to Save Glendora’s Orange Trees.” (Los Angeles, California). January 4, 1987. Accessed online via
https://www.latimes.com/archives/la-xpm-1987-01-04-ga-1714-story.html NETR (Nationwide Environmental Title Research LLC). 2023. Historic Aerial Photographs of Finkbiner Park and Little Dalton Wash. Accessed online via https://www.historicaerials.com/viewer.

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Price, R.L. 2008. Glendora (Postcard History Series). Arcadia Publishing.

Charleston, South Carolina.

Price, R.L. 2012. Stories of Old Glendora. American Chronicles: A History Press Series. Charleston, South Carolina.

ProQuest. 2023. Sanborn Maps of Finkbiner Park and Little Dalton Wash. Accessed online via San Diego Public Library.

Reyes, Jenny. 2022. “Finkbiner Park/West Oaks Grove.” Clio: Your Guide to History.

Accessed online via https://theclio.com/entry/147113.

San Bernadino County Sun. 1946. “21 Surrender After ‘Mutiny’ of Glendora Conscientious Objectors.” (San Bernadino, California). May 31, 1946.

The Glendoran. 2003. “Park of the People: Finkbiner Park History.” July/August 2003. Pg 43-46.

United States Geological Survey (USGS). 2019. The National Geologic Map Database, Map View. Available online
(https://mil.library.ucsb.edu/ap_indexes/FrameFinder/). U.S. Department of the Interior. Washington, DC.

University of California, Santa Barbra (UCSB). 2018. Historic Aerial Photographs of Finkbiner Park and Little Dalton Wash. Map & Imagery Laboratory (MIL) UCSB Library, Electronic Resource,
http://mil.library.ucsb.edu/ap_indexes/FrameFinder.

Waugh, J.C. 2003. On the Brink of Civil War: The Compromise of 1850 and How It Changed the Course of American History. Wilmington, Delaware: Scholarly Resources Inc.

P1. Other Identifier:

DPR 523A (9/2013) *Required information
State of California ⎯ The Resources Agency Primary #
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PRIMARY RECORD Trinomial
NRHP Status Code
Other Listings
Review Code Reviewer Date
*P2. Location:  Not for Publication ■ Unrestricted
*a. County Los Angeles and (P2c, P2e, and P2b or P2d. Attach a Location Map as necessary.) *b. USGS 7.5' Quad Glendora Date 2023 T 01 N ; R 09 W;  of  of Sec 30; SB B.M.. c. Address n/a City Various Zip
d. UTM: Zone 11S, 420520.16 mE/ 3777660.10 mN
e. Other Locational Data: (e.g., parcel #, directions to resource, elevation, decimal degrees, etc., as appropriate) The Little Dalton Wash starts in the San Gabriel Mountains to the north of Glendora and terminates at the San Gabriel River after traveling through the cities of Glendora, Azuza and Irwindale. While most of the Wash is above ground, there are a few instances where it goes underground before it terminates at the San Gabriel River. *P3a. Description:

The segment of Little Dalton Wash (Wash) within the APE runs from the northeast to the southwest through the southern portion of Finkbiner Park (Photos 1-3). This section of the Wash is lined with concrete floor and walls and is bordered by chain link and black metal fencing. North Wabash Avenue, East Dalton Avenue, and North Cullen Avenue all cross over the Wash near the Park. Two additional pedestrian bridges cross over the Wash: one between East Dalton Avenue and the skate park, and the other to the north of the American Legion Building (see Continuation Sheet). *P3b. Resource Attributes: (List attributes and codes) AH6. Water conveyance system *P4. Resources Present:  Building
■ Structure  Object  Site  District
 Element of District  Other
(Isolates, etc.)
P5b. Description of Photo: (view,
date, accession #) Overview of
Wash, facing Southwest
*P6. Date Constructed/Age and
Source: ■ Historic  Prehistoric 
Both
1961 (USACE 2019)
*P7. Owner and Address:
*P8. Recorded by:

Sam Murray
South Environmental
2061 N. Los Robles Ave.

Ste. 205
Pasadena, CA 91104
*P9. Date Recorded:
11/15/2023
*P10. Survey Type: Intensive
*P11. Report Citation:

Historic Built Environment Report for the Finkbiner Stormwater Capture Project, City of Glendora, Los Angeles County, California (South Environmental 2023) *Attachments: NONE ■Location Map ■Continuation Sheet ■Building, Structure, and Object Record Archaeological Record District Record Linear Feature Record Milling Station Record Rock Art Record Artifact Record Photograph Record  Other (List):

*Map Name: Glendora, California *Scale: 1:24,000 *Date of map: _2023__ DPR 523J (Rev. 1/1995)(Word 9/2013) *Required information State of California Natural Resources Agency Primary #
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LOCATION MAP Trinomial
*Resource Name or # (Assigned by recorder) Little Dalton Wash *NRHP Status Code

DPR 523B (9/2013) *Required information
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BUILDING, STRUCTURE, AND OBJECT RECORD
B1. Historic Name: Little Dalton Wash
B2. Common Name: Little Dalton Wash
B3. Original Use: Wash B4. Present Use: Wash
*B5. Architectural Style: n/a
*B6. Construction History: (Construction date, alterations, and date of alterations) Constructed in 1961 (USACE 2019).
*B7. Moved? ■No Yes Unknown Date: n/a Original Location: n/a *B8. Related Features:

B9a. Architect: n/a b. Builder: n/a
*B10. Significance: Theme Flood Control Area LACFCD Period of Significance 1936-1967 Property Type Flood Control Channel Applicable Criteria A/1/1
Working with the assumption that the larger LACDA Project is an historic district that is significant under Criterion A for its important influence on the development of the Los Angeles region, Little Dalton Wash appears eligible under NRHP Criterion A, CRHR Criterion 1, and City Criterion 1 as a contributor to the potential LACDA Project with important contributions to flood control in Glendora/the greater Los Angeles region. The Little Dalton Wash appears ineligible as an individual resource.

The Role of Flood Control in Glendora
The main wash channels that run through the City of Glendora are the Big Dalton Wash and Little Dalton Wash. Both washes travel from the foothills in northeastern Glendora to the southwest, converging with the San Dimas Wash from the east to form the collective Big Dalton Wash. The Big Dalton Wash continues further southwest where it intersects the Walnut Creek Channel just west of West Covina.

This becomes the Walnut Creek soft bottom channel, which feeds into the San Gabriel River just a couple miles west. The San Gabriel River eventually empties into the Pacific Ocean in Long Beach (Gumprecht 2001). (see Continuation Sheet).

B11. Additional Resource Attributes: (List attributes and codes) *B12. References: See Continuation Sheet
B13. Remarks:
*B14. Evaluator: Sam Murray, South Environmental
*Date of Evaluation: 11/15/2023
(Sketch Map with north arrow required.)
(This space reserved for official comments.)
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*P3a. Description (Continued):

Photograph 1. Overview of Little Dalton Wash, facing northeast.

Photograph 2. Overview of Little Dalton Wash pedestrian crossing from East Dalton Avenue to Skatepark, facing southwest.

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Photograph 3. Overview of pedestrian crossing north of American Legion Building, facing southwest.
*B10. Significance (Continued):

In the early days of Glendora, the Big and Little Dalton Wash served as natural water thoroughfares through the town from the mountains and were used by farmers to irrigate their fields. As the town developed with more buildings and infrastructure, the area needed protection from flooding during big storms. Before the formation of a formal district, the washes were relatively unmanaged and caused large amounts of damage (Gumprecht 2001).

Prior to the flood that impacted Los Angeles County in 1914, little had been done to develop a comprehensive approach to flood control within the Los Angeles basin. Although the land used for agricultural purposes occasionally flooded, this was generally tolerated by farmers. However, the 1914 flood destroyed 35 bridges, including one of the main thoroughfare bridges in Glendora, and washed out more than 100 roads (Gumprecht 2001).

The flood caused over $10 million worth of structural damage and captured the attention of residents more seriously for the first time. Comprehensive flood control improvements were recognized as necessary. On June 12, 1915, the Los Angeles County Flood Control District (LACFCD) was created by an Act of the California legislature and was given the responsibility for flood control and water conservation in the Los Angeles County Area (Hedger and Emery 1975). LACFCD’s boundaries encompassed an area of 2,760 square miles.

To accomplish both flood control and water conservation, the District was empowered to have perpetual succession, purchase and dispose of property, acquire property through eminent domain, construct and maintain public works, issue bonds, borrow money, and levy taxes (Van Wormer 1985).

Once the district was formed, debate ensued regarding the best method to address the flood risk. On one side, the engineers stated that efforts should be focused on impounding water in the mountains while the opposition argued that money and effort would be better spent DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
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on modifying and fortifying the river channels (Gumprecht 2001) Flooding in January 1916 forced the issue to resolution and by January 1917 LACFCD adopted its first comprehensive plan for flood control, which was revised and expanded several times over the ensuing years. The flooding of 1916 also led to the establishment of the Glendora Flood Control Association with a goal of constructing check dams in the Big and Little Dalton canyons to help with water conservation and flood control, based on success seen in other areas utilizing this program (Los Angeles Evening Express 1916).

Between 1918 and 1924, LACFCD constructed three concrete arched gravity dams: Devil’s Gate; San Dimas Canyon Dam; and a reservoir at Live Oak Canyon, as well as over 3,800 check dams in 66 different canyons (Van Wormer 1985). From 1928-1929, the Big Dalton Dam, located northeast of Glendora, was also constructed (Exhibit 1) (Monrovia Daily News 1926).

Exhibit 1. Big Dalton Dam (Los Angeles County Library 1928) By the 1930s, the public was less supportive of the LACFCD efforts and voted down bond issues that would have given the LACFCD more money for projects. In August 1933, LACFCD also made an appeal for funds from the federal government, which was denied (Van Wormer 1985). After a heavy rain in 1934 that killed 49 people and destroyed just under 200 homes, the district reached out to the federal government for emergency assistance and requested 19.3 million under the Emergency Relief Appropriation Act, a Depression-era recovery program established by Congress. After this, LACFCD put forth their refined and expanded comprehensive plan that included 64 separate projects and cost just under $1 billion (Gumprecht 2001).

In July of 1935, Congress approved nearly $14 million in Works Progress Administration (WPA) funds for the 14 most pressing projects in the LACFCD plan. In 1936, through the passage of the Flood Control Act, Congress expanded the duties of the United States Army Corps of Engineers (USACE) from just providing emergency relief to helping establish DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
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permanent flood control projects (Turhollow 1975).

In 1937, Chief Engineer C.H. Howell presented a ten-year flood control program to the County Board of Supervisors. Work for Glendora included a proposed retarding basin at the Little Dalton and Big Dalton Washes in Glendora. This comprehensive plan was estimated to cost $70 million (Turhollow 1975).

After coming up with project reports to address some of the major issues in the Los Angeles area, Congress approved the Los Angeles County Drainage Area (LACDA) Project in 1941. In total, the plans developed included the construction of five major flood control dams, 205 miles of concrete channels, 90 miles of leveed channels and 22 debris basins (Turhollow 1975).

While plans for work on the Big and Little Dalton Wash were proposed as a part of improvements to the San Gabriel River as tributaries, major improvements to Glendora did not come until the mid-century when the washes were officially channelized (Monrovia Daily News-Post June 1940). In the 1930s and 1940s, the Washes underwent projects that reconstructed embankments, installed wire fencing, and utilized concrete conduits, but this was the extent of the earlier work (Monrovia Daily News-Post July 1940). It was not until the 1950s when County supervisors began condemnation proceedings to acquire parcels of land needed for officially establishing the right-of-way for both Washes. Under the LACFCD’s plans, the work was to begin downstream with the Walnut Creek inlet and continue upstream though the Walnut Creek Channel to the Big Dalton Wash, and then through the junction of the Big and Little Dalton Washes and the San Dimas Wash. Work on the Washes included creating rectangular reinforced concrete-lined channels ranging from 10 to 60 feet wide and from 8 to 14 feet deep (The Pomona Progress Bulletin 1955).

In 1958, project bids were opened for the construction of the Harrow Debris Basin and Channel and the Harrow Canyon storm drain in Glendora. This project, as a part of Glendora’s flood control network, scheduled construction for a debris basin, compacted earth filled dam, spillway and outlet works, reinforced concrete pipe conduit, and fencing and supportive fixtures (Covina Argus 1958).Upon channelization completion in the 1960s, the entire system from the canyons above Glendora and San Dimas to the San Gabriel River functioned much more efficiently and prevented future major flooding events (Covina Argus 1958).

The USACE subsequently led additional flood-control efforts on watersheds of the Los Angeles, San Gabriel, and Santa Ana Rivers which were developed as part of the LACDA. By 1967, LACDA flood-control projects were almost entirely complete (Exhibit 2), (Turhollow 1975:319).

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Exhibit 2. Map showing the extent of the LACDA Project (USACE 1991) Development of the Little Dalton Wash
The Little Dalton Wash (Wash) originates from the foothills of the mountains to the northeast of Glendora, in Little Dalton Canyon. It is a natural flowing wash that flows southwest and then turns directly west across the City towards the neighboring City of Azusa and officially terminates at the San Gabriel River. While the Wash is not officially marked on the Glendora topographic map until 1925, it is first mentioned in local newspapers in 1907 when work began on a bridge that crossed the Wash along Azusa Avenue in Azusa (LAT 1907). It is also mentioned in 1909 when one of the first bridges in Glendora along Michigan Avenue went out during a large storm (LAT 1909). Also in 1909, a concrete bridge was constructed across the Wash in Azusa on Cerritos Street for $5,000 (Los Angeles Harold 1909). In 1910, the Board of Supervisors of Los Angeles County announced a notice of intention to form a storm water district that would include use of the Wash for drainage, and to protect towns people from its flooding during large rainstorms (Covina Argus 1910). In 1914, a bad storm flooded out the Wash, causing 10 feet deep trenches to be cut out on Broadway and over saturating several orchards. In addition to larger storms, many citrus growers were regularly concerned about the Wash’s inability to prevent water from flooding their fields. Despite the damage that the unregulated Little Dalton Washed caused to the town, a plan to manage it was not put forward until the 1930s (Covina Argus 1935).

In 1930, a new bridge was constructed across the Wash on Citrus Avenue (Covina Argus 1930). In 1934, another surge of big storms caused numerous bridge wash outs and damage DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
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along the properties adjacent to the Wash (Covina Argus 1934). Also in 1934, there was a 10-cent increase to the local flood control district tax to begin planning repairs and improvements to storm and flood management (Monrovia News-Post 1934). The County established flood control stations throughout the region. A patrol station was constructed at 5th street in Azusa along the Wash. In 1935, County supervisors approved an improvement project that would cover a portion of the Wash between Glendora and Azusa in a concrete conduit, and pave Foothill Boulevard. It would involve 11,100 cubic yards of excavation, placement of 3,880 cubic yards of concrete and construction of almost 11,000 feet of pipeline and wire fencing (The Pomona Progress Bulletin 1935). However, just a few months later, the project was postponed. The work was reinstated in 1937 as a part of a larger project consisting of an open concrete conduit starting at the mouth of the Little Dalton Canyon and extending seven miles through Glendora towards Azusa. The Wash was to be constructed approximately 10 to 30 feet wide with a depth of seven feet and a cost of $430,000. This project required procuring easements on 26 different parcels throughout the town (LAT 1959).

In 1949, a condemnation of 13 parcels in Azusa was ordered to make way for a realignment and improvement of the Wash. This project straightened out the Wash between Azusa Avenue and a point north of Bonita Avenue. In the 1950s, the Wash was still experiencing issues with flooding, so the City engineer conducted a study to determine the possibility of cutting channels into the bank of the Wash. In 1958, the LACFCD proposed to realign the Wash to a covered flood control channel along the Old Pacific Electric right-of-way.

Although this plan was never realized, in 1959, an agreement was reached for the construction of a covered channel segment in the downtown area of Glendora. Over time, as other flood water infrastructure was installed in Glendora, the Wash was used as a convergence point for channels to express water from the area, such as the Harrow Debris Basin and Channel. In 1959, a construction project for the Big Dalton Wash began which also included improvements to the Little Dalton Wash and its debris basin at the north end. That same year, 8.5 acres of land was condemned in Azusa to construct a further extension of the Wash on the southern side of the City (LAT 1959).

In 1960, the Wash underwent a large, two-phase, $2.5 million project overseen by the USACE. The project overhauled the main portion of the Wash running through Glendora. The project required acquisition of several parcels of the Wash right-of-way by the County.

The overall project improved the existing earth channel of pipe and wire revetment running north of and through the City to a junction with the Big Dalton Wash near Azusa Avenue.

The original channel was considered to be below capacity for the amount of runoff it needed to accommodate. The new channel followed the same route, with some minor deviations, and was constructed of open reinforced concrete. It was close to 6 miles in length with a depth of 8 to 12 feet, and a width of 10 to 20 feet. A permanent inlet structure at the channel was constructed at Lorraine Avenue (LAT 1960). Several buildings and streets throughout the City were modified or demolished as a part of the project. At the completion of the project, the Wash was turned over from the USACE to the local Flood Control District for operation and maintenance. By the end of 1960, five bridges were constructed over the Wash at Ben Lomond Avenue, Gladstone Street, Lark Ellen Avenue, Leadora Avenue, and Loraine Avenue. By January 1961, Little Dalton Wash was completed as three segments: Loraine Ave. to Cullen Ave., Cullen Ave. to 5th St., and 5th St. to Big Dalton Wash (USACE 1991).

In 1966, the bridge over Gladstone Street was widened to accommodate four lanes of traffic (LAT 1966). In 1963, the County Board of Supervisors approved the installation of protective chain-link fencing along the Wash in Glendora and Azusa. The fence covered nearly six miles of length and stood at five feet tall (LAT 1963).

In the 1970s, several other projects were completed related to the Wash. In 1972, a DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
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pedestrian bridge was built over the Wash in Glendora’s shopping district. In 1973, a $77,000 contract was awarded to construct a road in the basin of the Wash located 400 feet west of Barranca Avenue and Heber Street. Another road was constructed in the Halls Canyon Channel (LAT 1973). A ramp down into the Wash was constructed on the south side west of Barranca Avenue (Daily News-Post 1973). In 1975, plans called for the installation of a concrete cover over the Wash in the area of downtown Glendora, covering two blocks of the 20-foot-wide channel from Vista Bonita Avenue to Vermont Avenue. This allowed more development and use of the land downtown, which was highly desired by merchants and townspeople (LAT 1975).

Significance Evaluation
The following presents an evaluation of the Little Dalton Wash (Wash) in consideration of NRHP, CRHR, and City of Glendora designation criteria. Criteria discussions are combined whenever possible to avoid repetitive text.

NRHP Criterion A. That are associated with events that have made a significant contribution to the broad patterns of our history
CRHR Criterion 1. Is associated with events that have made a significant contribution to the broad patterns of California’s history and cultural heritage.

City Criterion 1. The proposed preserved features exemplify or reflect special elements of historical, architectural, archaeological, cultural or aesthetic heritage.

Little Dalton Wash was completed in January 1961 as part of the LACDA Project, which included the construction of five major flood control dams, 205 miles of concrete channels, 90 miles of leveed channels and 22 debris basins (Turhollow 1975). The LAR Channel was previously found eligible for the NRHP within the context of the LACDA Project without fully evaluating the LACFCD system as a whole (USACE 2019). By extension, it appears that the larger LACDA Project could be an historic district that is significant under Criterion A for its important influence on the development of the Los Angeles region with a period of significance of 1936-1967. However, the level of effort required to make a determination on the eligibility of the entire LACDA Project is beyond the scope of this project. Based on Little Dalton Wash's construction as part of the LACDA Project and its important contributions to flood control in Glendora/the greater Los Angeles region, the Wash appears eligible under NRHP Criterion A, CRHR Criterion 1, and City Criterion 1 as a contributor to the LACDA Project.

NRHP Criterion B. That are associated with the lives of persons significant in our past.

CRHR Criterion 2. Is associated with the lives of persons important in our past.

City Criterion 2. The proposed preserved features are identified with persons or events significant in local state or national history.

There is no evidence that Little Dalton Wash is associated with any person significant in national, state, or local history. Therefore, the Wash appears ineligible under NRHP Criterion B, CRHR Criterion 2, and City Criterion 2.

NRHP Criterion C. That embody the distinctive characteristics of a type, period, or method of construction, or that represent the work of a master, or that possess high artistic values, or that represent a significant and distinguishable entity whose components may lack individual distinction.

DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
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CRHR Criterion 3. Embodies the distinctive characteristics of a type, period, region, or method of construction, or represents the work of an important creative individual, or possesses high artistic values.

City Criterion 3. The proposed features embody distinctive characteristics of a style, type, period or method of construction or are valuable examples of the use of indigenous materials or craftsmanship.

City Criterion 4. The proposed preserved features are representative of the notable work of a builder, designer or architect.

Little Dalton Wash is a simple concrete box channel that does not embody any distinctive or important character-defining features representative of an architectural style. Nor does it appear to be an engineering “prototype,” as was the finding for the LAR Channel.

Although Little Dalton Wash is representative of a common type of concrete channel constructed as part of the LACDA Project, it does not possess high artistic value, does not represent an important method of construction, and is not known to be the work of a master engineer. Therefore, the Wash appears ineligible under NRHP Criterion C, CRHR Criterion 3, and City Criteria 3 and 4.

NRHP Criterion D. That have yielded, or may be likely to yield, information important in prehistory or history.

CRHR Criterion 4. Has yielded, or may be likely to yield, information important in prehistory or history.

There is no evidence that Little Dalton Wash has the potential to yield information important to national, state or local history. Therefore, it appears ineligible under NRHP Criterion D and CRHR Criterion 4.

Integrity
Location: The Wash is located in the same location in which it was constructed/channelized and it retains integrity of location.

Design: The Wash maintains its original design as a simple concrete channel and retains integrity. Although modifications have been made to the Wash since its original construction, these did not impact the integrity of the original design.

Setting: The Wash maintains its setting, which has greatly evolved throughout its period of significance as Glendora transitioned from an agricultural landscape to a residential and commercial City.

Materials: The Wash maintains integrity of materials as nearly all of its original materials (primarily concrete) remain intact.

Workmanship: The Wash maintains integrity of workmanship, which is limited based on the property type.

Feeling: The Wash maintains integrity of feeling, as it still feels like a concrete channel from the mid-century.

Association: The Wash maintains its important historical associations with the LACDA Project (1936-1967) and its important contribution to the development of major flood control infrastructure in Los Angeles.

DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
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References
Covina Argus. 1910. “Notice of Intention of the Board of Supervisors to Form a Storm Water District.” (Covina, California). February 5, 1910. Accessed online via https://www.newspapers.com/clip/79327312/1910-notice-to-form-storm-waterdistrict/. 1930. “Alosta to Open Traffic in another week.” (Covina, California). October 3, 1930. Accessed online via https://www.newspapers.com/image/8328488. 1934. “Flood Control Shovel at Work on Wash.” “(Covina, California). January 26, 1934. Accessed online via https://www.newspapers.com/image/8334127. 1935. “No funds ready for improvement of Little Dalton.” (Covina, California).

February 15, 1935. Accessed online via https://www.newspapers.com/image/708128. 1958. “Project Bids Opened for Glendora Flood Control.” (Covina, California). June 19, 1958. Accessed online via https://www.newspapers.com/image/26708211.

Gumprecht, Blake. 2001. The Los Angeles River: Its Life, Death, and Possible Rebirth.

Second Edition. Baltimore, Maryland: Johns Hopkins University Press.

Hedger, Harold E. and Patrick H. Emery. 1975. Los Angeles Flood Control District 1915- 1975. Los Angeles County Flood Control District pamphlet. On file at the U.S.

Army Corps of Engineers, Los Angeles District Office.

Los Angeles County Library. 1928. Photograph of Big Dalton Dam and Reservoir, 1928.

Accessed online via
http://history.lacountylibrary.org/digital/collection/p15952coll17/id/958 Los Angeles Herald. 1909. “Azusa Bridge.” (Los Angeles, California). November 7, 1909.

Accessed online via https://www.newspapers.com/image/46561165.

Los Angeles Evening Express. 1916. “Levy Made to Finance Building Check Dams.” (Los Angeles, California). February 21, 1916. Accessed online via https://www.newspapers.com/image/608088132.

Los Angeles Times (LAT). 1907. “Los Angeles County – Its Cities and Towns.” (Los Angeles, California). September 15, 1907. Accessed online via https://www.newspapers.com/image/379998403.
1909. “Big Dam Goes Out.” (Los Angeles, California). February 9, 1909. Accessed online via https://www.newspapers.com/image/380263018.

DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
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Property Name: Little Dalton Wash _______________________________________________ Page __13__ of __14__
1927. “Crop Worth King’s Ransom: Citrus Grown in Upper San Gabriel Valley Returns $7,000.” (Los Angeles, California). December 27, 1927. ProQuest Historical Newspapers: Los Angeles Times (1881-1990).
1941. “Conscientious Objectors Arrive for Duty at West’s First Camp.” (Los Angeles, California). June 3, 1941. Accessed online via https://www.newspapers.com/image/380797271.
1959. “This Week in Review: Glendora.” (Los Angeles, California). November 8, 1959. Accessed online via https://www.newspapers.com/image/381102531. 1960. “Bids Asked on Dalton Flood Control Channel.” (Los Angeles, California).

March 3, 1960. Accessed online via https://www.newspapers.com/image/381218730. 1963. “County to Fence Part of Little Dalton Wash.” (Los Angeles, California).

June 30, 1963. Accessed online via https://www.newspapers.com/image/381568393. 1966. “Valley Roads.” (Los Angeles, California). July 24, 1966. Accessed online via https://www.newspapers.com/image/382326349.
1973. “Roads to be Built in Flood Channels.” (Los Angeles, California). July 5, 1973. Accessed online via https://www.newspapers.com/image/381868548. 1975. “Glendora Gets $137,500 to Top Dalton Wash.” (Los Angeles, California).

July 10, 1975. Accessed online via https://www.newspapers.com/image/382684575. 1987. “Petitioners Seek to Save Glendora’s Orange Trees.” (Los Angeles, California). January 4, 1987. Accessed online via
https://www.latimes.com/archives/la-xpm-1987-01-04-ga-1714-story.html Monrovia Daily News. 1926. “Finish dam by July 1926.” (Monrovia, California). August 21, 1926. Accessed online via https://www.newspapers.com/image/606331506.

Monrovia Daily News-Post. 1940. “Santa Anita, Sawpit in Federal Plans.” (Monrovia, California). June 27, 1940. Accessed online via
https://www.newspapers.com/image/606550358.
1940. “Glendora Project Ends July 12.” (Monrovia, California). July 9, 1940. Accessed online via https://www.newspapers.com/image/606551488.

Monrovia News-Post. 1934. “Flood Control Rate to Rise.” (Monrovia, California). May 26, 1934. Accessed online via https://www.newspapers.com/image/606503533.

Natural Atlas. 2023. Little Dalton Wash. Accessed online via https://naturalatlas.com/washes/little-dalton-820913.

DPR 523L (Rev. 1/1995) (Word 9/2013) *Required information State of California Natural Resources Agency Primary#
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Property Name: Little Dalton Wash _______________________________________________ Page __14__ of __14__
NETR (Nationwide Environmental Title Research LLC). 2023. Historic Aerial Photographs of Finkbiner Park and Little Dalton Wash. Accessed online via https://www.historicaerials.com/viewer.

Pomona Progress Bulletin. 1935. “Conduit Bids to be Sought.” (Pomona, California).

April 4, 1935. Accessed online via https://www.newspapers.com/image/623464683. 1955. “Flood Control Speedup Asked By W. Covina.” (Pomona, California). August 25, 1955. Accessed online via https://www.newspapers.com/image/623686080.

Price, R.L. 2008. Glendora (Postcard History Series). Arcadia Publishing. Charleston, South Carolina.

Price, R.L. 2012. Stories of Old Glendora. American Chronicles: A History Press Series. Charleston, South Carolina.

Turhollow, Anthony F. 1975. A History of the Los Angeles District, US Army Corps of Engineers 1898-1965. Published by U.S. Army Engineer District, Los Angeles.

University of California, Santa Barbra (UCSB). 2018. Historic Aerial Photographs of Finkbiner Park and Little Dalton Wash. Map & Imagery Laboratory (MIL) UCSB Library, Electronic Resource,
http://mil.library.ucsb.edu/ap_indexes/FrameFinder.

Van Wormer, Stephen. 1985. Historical Resource Overview and Survey for the Los Angeles County Drainage Area Review Study. Prepared for the U.S. Army Corps of Engineers. Manuscript on file at the U.S. Army Corps of Engineers, Los Angeles District Office.

Waugh, J.C. 2003. On the Brink of Civil War: The Compromise of 1850 and How It Changed the Course of American History. Wilmington, Delaware: Scholarly Resources Inc.

Appendix B
Preparers' Resumes
Email: [email protected]
Mobile: 610-739-8956

EDUCATION
B.A., History of Architecture,
Minor in Architecture with a
focus in Construction
Management, Syracuse
University, 2019

PROFESSIONAL

AFFILIATIONS
California Preservation
Foundation
National Trust for Historic
Preservation
Marlena Krcelich, BA

ARCHITECTURAL HISTORIAN
Marlena Krcelich is an Architectural Historian at South Environmental with a background in historic preservation, advocacy, and hands-on conservation work. She has experience in cultural resources preservation including identification, research, writing, historical significance evaluations in consideration of the National Register of Historic Places (NRHP), California Register of Historical Resources (CRHR), and local-level designation criteria, and has experience working with local Mills Act program requirements.

Ms. Krcelich meets the Secretary of the Interior’s Professional Qualification Standards for Architectural History. She has knowledge and experience regarding Section 106 of the NHPA, NEPA, and CEQA compliance, and mitigation.

EXPERTISE
• Resource significance evaluations in consideration of NRHP, CRHR, and local designation criteria.
• Project design review for conformance with the Secretary of the Interior’s Standards.
• Assistance with project mitigation.

SPECIALIZED TRAINING
• U.S. Department of Transportation Federal Highway Administration Section 106 Tutorial, 2022
• Introduction to Preservation Law & Easements, NTHP, 2021 • Commission Assistance and Mentoring Program, National Alliance of Preservation Commissions, 2020
• Taking Stock of the Secretary of the Interior’s Standards, CPF, 2020
• Section 106 and NEPA, Advisory Council on Historic Preservation, 2019
Marlena Krcelich, BA Resume, Page 2

PROJECT EXPERIENCE
Historic Structures /Site Report Phase II for the 3237 State Street Project, Santa Barbara, Santa Barbara County, California (2023). South Environmental was retained to prepare a Historic Structures/Sites Report (HSSR) Phase II for the Fremont Hall Untied States Army Reserve Center located at 3237 State Street. The Freemont Hall USAR Center is recommended eligible for designation in the NRHP and CRHR under Criteria C/3 and was added to the City of Santa Barbara’s Historic Resources Inventory in 2022. South Environmental reviewed the proposed project design plans for conformance with the Secretary of the Interiors Standards for the Treatment of Historic Properties to ensure that project-related impacts to the historic resources are less than significant. All proposed new construction and modification for the Fremont Hall USAR Center was found to be in conformance with the SOIS for Rehabilitation. South Environmental also provided a list of recommendations to ensure protection of the property during all project-related construction activities. Ms. Krcelich served as the architectural historian for the project and prepared all deliverables.

Historic Structures/Sites Report for the 17-21 West Montecito Street Project, Santa Barbara, Santa Barbara County, California (2023). South Environmental was retained to prepare a Historical Resource Research Report in support of the 17-21 West Montecito Street Project. Two built environment resources over 45 years old were identified, recorded, and evaluated within the project site.

The resources were evaluated for historical significance in consideration of CRHR and City designation criteria. One of the two resources was recommended eligible for designation in the CRHR at the local level under Criteria 1 and 2, and the City of Santa Barbara under Criteria 1, 2, and 5 for its association with the motorcycle culture in the City of Santa Barbara. This resource was determined a historical resource per CEQA Guidelines § 15064.5, while the other was not. Ms. Krcelich served as the architectural historian for the project and prepared all deliverables.

Historical Resource Research Report for the 242-258 Rosemont Street Project, San Diego, San Diego County, California (2023). South Environmental was retained to prepare a Historical Resource Research Report in support of the 242-258 Rosemont Street Project. Two built environment resources over 45 years old within the project site were identified and recorded. The resources were evaluated for historical significance in consideration of NRHP, CRHR and City designation criteria and integrity requirements and were found not eligible under all designation criteria and integrity requirements. The proposed project was found to have a less than significant impact on historical resources under CEQA.

Ms. Krcelich served as the Architectural historian for the project and prepared all deliverables.

Historical Resource Research Report for the 2125 5th Avenue Project, San Diego, San Diego County, California (2023). South Environmental was retained by a property owner to prepare a Historical Resource Research Report in support of the 2125 5th Avenue Project. One built environment resource over 45 years old within the project site was identified and recorded. The resource was evaluated for historical significance in consideration of NRHP, CRHR and City designation criteria. The subject property was found eligible for designation in the NRHP, the CRHR, and as a City of San Diego Historical Resource under NRHP Criterion C, CRHR Criterion 3, and City Criterion C and D for its architectural merit and association with Master Architect Louis J. Gill. The subject property was determined a historical resource per CEQA Guidelines § 15064.5. Ms. Krcelich served as the architectural historian for the project and prepared all deliverables.

Email: [email protected]
Mobile: 760-334-3355

EDUCATION
M.F.A., Historic Preservation,
Savannah College of Art and
Design, Savannah, Georgia,
2004
B.A., History, Bridgewater
College, Bridgewater,
Virginia, 2002

PROFESSIONAL

AFFILIATIONS
California Preservation
Foundation
Los Angeles Conservancy
Society of Architectural
Historians
National Trust for Historic
Preservation
Sarah Corder, MFA

PRINCIPAL ARCHITECTURAL HISTORIAN
Sarah Corder is the Principal Architectural Historian at South Environmental with 18 years’ experience in all elements of cultural resources management, including project management, historic preservation planning, rehabilitation of historic buildings, community engagement, intensive-level field investigations, citywide surveys, architectural history studies, and historical significance evaluations in consideration of the NRHP, CRHR, and local-level evaluation criteria. Sarah has conducted thousands of historical resource evaluations and developed detailed historic context statements for a multitude of property types and architectural styles, including private residential, commercial, military, industrial, educational, recreational, civic, and agricultural properties. Sarah has also worked closely with design teams, property owners, and agencies on numerous projects that required conformance with the Secretary of the Interior’s Standards for the Treatment of Historic Properties (Standards) and local design guidelines.

Sarah exceeds the Secretary of the Interior’s Professional Qualification Standards for both Architectural History and History. She has extensive experience preparing environmental compliance documentation in support of projects that fall under the CEQA/NEPA, and Sections 106 and 110 of the National Historic Preservation Act. Sarah also has extensive experience consulting with lead agencies and managing large scale projects for municipalities like the City of Coronado, the City of San Diego, and the County of Los Angeles.

EXPERTISE
• CEQA, NEPA, and Section 106 of the NHPA compliance
documentation in consideration of impacts to historical resources, and historic properties.
• Large scale historic resources survey management and execution. • Large scale historic context statement development.
• Community engagement.
• Resource significance evaluations in consideration of NRHP, CRHR, and local designation criteria.
• Project design review for conformance with the Secretary of the Interior’s Standards.

Sarah Corder, MFA Resume, Page 2

PROJECT EXPERIENCE
Historic Built Environment Assessment for Fullerton Airport Administration and Terminal Building Expansion Project, City of Fullerton, California (2023). South Environmental was retained by C&S Companies to prepare a historic built environment assessment report in support of the Fullerton Administration and Terminal Building Expansion Project located in the City of Fullerton at the Fullerton Municipal Airport. The purpose of the project was to determine if the proposed project would result in adverse effects to historic properties located within the project’s Area of Potential Effects (APE). This report was prepared in conformance with the requirements of Section 106 of the National Historic Preservation Act (NHPA) and its implementing regulation Title 36 Code of Federal Regulations (CFR) Part 800. The report included an intensive-level pedestrian survey, development and archival research, development of an appropriate historic context, and recordation and evaluation of one built environment resource within the project APE over 50 years old that had not been previously evaluated for historical significance. As a result of this study, the property was found not eligible for the NRHP. Ms. Corder served as the principal architectural historian for the project, performed archival research, and co-authored the report.

Historical Significance Evaluation for the 12217 Rosecrans Avenue Project, City of Norwalk, California (2023). South Environmental was retained to prepare a historical significance evaluation for a residential property that was constructed in 1928. The evaluation included the results of an intensivelevel, pedestrian survey of the project site by a qualified architectural historian; building development and archival research; and recordation and evaluation of one property for historical significance in consideration of NRHP and CRHR criteria and integrity requirements. As a result of the property significance evaluation, the property was recommended not eligible for designation. Ms. Corder served as the principal architectural historian for the project and provided QA/QC on all project deliverables.

Historic Built Environment Assessment for the 727 South East Street Project, City of Anaheim, California (2023). South Environmental was retained to prepare a historic built environment assessment for the 727 South East Street Project within the City of Anaheim. The analysis included the results of an intensive-level, pedestrian survey of the project site by a qualified architectural historian; building development and archival research; and recordation and evaluation of one property for historical significance in consideration of CRHR and City of Anaheim criteria and integrity requirements. As a result of the property significance evaluation, the property was recommended not eligible for local and CRHR designation. Ms. Corder served as the principal architectural historian for the project and provided QA/QC on all project deliverables.

Historic Built Environment Assessment for the 710-818 East Katella Avenue Project, City of Anaheim, California (2023). South Environmental was retained to prepare a historic built environment assessment for a commercial building that was constructed in 1965 within the City of Anaheim. The assessment included the results of an intensive-level, pedestrian survey of the project site; building development and archival research; and recordation and evaluation of one property for historical significance in consideration of CRHR and City of Anaheim criteria and integrity requirements. As a result of the property significance evaluation, the property was recommended not eligible for local and CRHR designation. Ms. Corder served as the principal architectural historian for the project, co-authored the report, and provided QA/QC on all project deliverables.

Email: [email protected]
Mobile: 818-458-1162

EDUCATION
M.A., Anthropology,
California State University,
Los Angeles, 2013
B.A., Anthropology,
California State University,
Northridge, 2003

CERTIFICATIONS
Registered Professional
Archaeologist (RPA)

PROFESSIONAL

AFFILIATIONS
California Preservation
Foundation
Society of Architectural
Historians
National Trust for Historic
Preservation
Samantha Murray, MA

CULTURAL RESOURCES DIRECTOR
Samantha Murray is the cultural resources director at South Environmental and a principal archaeologist and architectural historian with over 17 years’ experience in all elements of cultural resources management, including project management, architectural history studies, and historical significance evaluations in consideration of the National Register of Historic Places (NRHP), California Register of Historical Resources (CRHR), and local-level designation criteria. Ms. Murray has conducted thousands of historical resource evaluations and developed detailed historic context statements for a multitude of property types and architectural styles. She has also provided expertise on numerous projects requiring conformance with the Secretary of the Interior’s Standards for the Treatment of Historic Properties.

Ms. Murray meets the Secretary of the Interior’s Professional Qualification Standards for both Architectural History and Archaeology. She is experienced managing multidisciplinary projects in the lines of private development, transportation, transmission and generation, federal land management, land development, and state and local government. She is an expert in preparation of cultural resources compliance documentation for projects that fall under the California Environmental Quality Act (CEQA), National Environmental Policy Act (NEPA), and Sections 106 and 110 of the National Historic Preservation Act (NHPA). Ms. Murray has also served as an expert witness in legal proceedings concerning historical resources under CEQA and local ordinance protection.

EXPERTISE
• CEQA, NEPA, and Section 106 of the NHPA compliance
documentation in consideration of impacts to historical, archaeological, and tribal cultural resources, and historic properties. • Resource significance evaluations in consideration of NRHP, CRHR, and local designation criteria.
• Project design review for conformance with the Secretary of the Interior’s Standards.
• Assistance with complex mitigation including HABS/HAER/HALS, salvage, and interpretive displays.
• Peer review.

Samantha Murray, MA Resume, Page 2

SELECT PROJECT EXPERIENCE
1501 Marlay Drive, City of Los Angeles, Los Angeles County, California (2022). South Environmental was retained to complete an Historic Resources Assessment (HRA) Report for a property located at 1501 North Marlay Drive in the City of Los Angeles, California (project site). This study was prepared by qualified architectural historians in conformance with CEQA Guidelines § 15064.5 for historical resources and the City of Los Angeles Cultural Heritage Ordinance. Of primary focus in this HRA is an analysis of the proposed project’s potential to impact the NRHP-listed Stahl House, also known as Case Study House #22, an iconic International-style residence and historical resource located directly above the project site at 1635 Woods Drive. The proposed project plans and renderings were reviewed by qualified architectural historians to determine if the proposed project would have an adverse effect on any significant viewsheds to or from the Stahl House. An intensive survey of the project site and surrounding viewsheds to the Stahl House, photographs taken of the Stahl House from a distance, photographs taken from the interior and exterior of the Stahl House, and review of countless photographs of the property’s iconic viewsheds indicated that the proposed development at 1501 Marlay Drive had no potential to impact any of the Stahl House’s significant viewsheds.

Hope Gardens Sequoia Building Project, Los Angeles County, California (2022). South Environmental was retained to complete a cultural resources technical report for the Union Rescue Mission Hope Gardens Sequoia Building Project located at 12249 Lopez Canyon Drive in unincorporated Los Angeles County, California (AIN: 2846-001-017), which proposes demolition of the existing building on the site and construction of a new residential and childcare facility. This study includes the results of a records search of the project site and a 0.5-mile radius; review of the Office of Historic Preservation’s Built Environment Resources Directory (BERD); an intensive-level survey of the project site by a qualified archaeologist and architectural historian; building development and archival research; and recordation and evaluation of a newly identified historic district of buildings and structures (Forester Haven Historic District) for historical significance and integrity in consideration of NRHP, CRHR, and local designation criteria. .As a result of the property significance evaluation, 11 buildings were found eligible as contributing resources to the newly identified Forester Haven Historic District under NRHP, CRHR, and County Criteria A/1/1 and C/3/3 for their important historical associations with the Independent Order of Foresters (IOF) and for embodying the distinctive character-defining features of the Contemporary style of architecture, which unite them aesthetically and create a cohesive campus of rustic, lodge-style buildings designed by an IOF member for an IOF retirement home. Building ID#s 3, 4, 9, and 13 were identified as non-contributing resources. Recommendations include: 1) considering a reasonable range of alternatives to demolition; 2) archival documentation of the building prior to demolition; and 3) providing protection to adjacent buildings during demolition and construction activities.

Oak Hill Apartments Project, San Quentin, Marin County, California (2022). South Environmental was retained to complete an Historic Built Environment Survey Report for the Oak Hill Apartments Project located in San Quentin, Marin County, California. This report includes the results of a pedestrian survey of all built environment resources over 45 years old within the project’s Area of Potential Effect (APE); site development and archival research; and recordation and evaluation of the Boot Hill Cemetery and the former San Quentin Firing Range for historical significance in consideration of federal, state, and local designation criteria and integrity requirements. As a result of the significance evaluations, Boot Hill Cemetery was found eligible under NRHP Criterion D and CRHR Criterion 4 for its potential to yield information important in history. Therefore, Boot Hill Cemetery is an historic property/historical resource under Section 106 of the NHPA, CEQA, and PRC 5024/5024.5 for state-owned resources. The San Quentin Firing Range was found not eligible under all NRHP, CRHR, and CHL designation criteria resulting from its lack of important historical associations and poor integrity. Therefore, the firing range is not an historic Samantha Murray, MA Resume, Page 3
property/historical resource. With implementation of protective mitigation measures, the proposed project was found to have no adverse effect on historic properties under Section 106 of the NHPA or PRC 5024.5 for state-owned resources. Further, the proposed project would have a less than significant impact on historical resources under CEQA.

Civic Center Master Plan Project, City of Moorpark, Ventura County, California (2022). South Environmental was retained to complete a Historical Resource Assessment Report for the Civic Center Master Plan Project located in the City of Moorpark in Ventura County, California. The study includes the results of a literature review, pedestrian survey of the project site by a qualified architectural historian; building development and archival research; and an assessment of potential impacts to historic built environment resources under CEQA Guidelines § 15064.5 for historical resources. One historical resource was identified directly adjacent to the project site: the CRHR-listed Tanner Corner building located at 601 Moorpark Avenue. Implementation of recommended mitigation measures were found to provide an appropriate level of protection for the Tanner Corner building and reduce impacts to historical resources to a less than significant level.

Phase I and II Historical Resource Assessment Report for 4607 W. Melbourne Avenue, City of Los Angeles, California (2021). South Environmental was retained to complete a Historical Resource Assessment (HRA) for a property located at 4607 W. Melbourne Avenue in the City of Los Angeles, California. The HRA included the results of a pedestrian survey of the project site by a qualified architectural historian; building development and archival research; recordation and evaluation of one single-family residence for historical significance and integrity; meeting with Office of Historic Resources staff to discuss findings and recommendations; and review of proposed design plans for conformance with the Secretary of the Interior’s Standards for Rehabilitation. The property was found eligible for designation in the NRHP, CRHR, and as a City HCM under Criteria C/3/3 as an individual property for its embodiment of the Craftsman-style of architecture and serving as an example of the airplane bungalow sub-type. The proposed project was found to be in conformance with the Standards for Rehabilitation such that the residence would continue to retain all its major character-defining features and would remain unchanged when viewed from the public right-of-way.

Santa Clarita TTM 68203 Project, City of Santa Clarita, Los Angeles County, California (2021). South Environmental was retained to complete a cultural resources technical report for the Tentative Tract Map (TTM) 68203 Project (proposed project) located in the City of Santa Clarita, Los Angeles County, California.

Ms. Murray served as principal archaeologist and architectural historian and prepared the report which included the results of a California Historical Resources Information Center (CHRIS) records search of the project site and a one-mile radius; a California Native American Heritage Commission (NAHC) Sacred Lands File search and informational letters to local tribes; an intensive pedestrian survey of the project site; building development and archival research; and recordation and evaluation of the existing singlefamily residence (built 1966) for historical significance and integrity in consideration of California Register of Historical Resources (CRHR) and City of Santa Clarita designation criteria. No archaeological or historical resources were identified within the project site.

Samantha Murray, MA Resume, Page 4

SPECIALIZED TRAINING
• CEQA and Historic Preservation: A 360 Degree View, CPF, 2015 • Historic Designation and Documentation Workshop, CPF, 2012 • Historic Context Writing Workshop, CPF, 2011
• Section 106 Compliance Training, SWCA, 2010
• CEQA Basics Workshop, SWCA, 2009
• NEPA Basics Workshop, SWCA, 2008
• CEQA, NEPA, and Other Legislative Mandates Workshop, UCLA, 2008

PUBLICATIONS
Gross, C., Melmed, A., Murray, S., Dietler, S., and Gibson, H. 2012. Osteological Analysis In Not Dead but Gone Before: The Archaeology of Los Angeles City Cemetery, edited by H. Gibson and S. Dietler, AECOM Cultural Heritage Publication Number 4, San Diego.

Murray, S. 2013. The People of Plaza Church Cemetery (1822-1844): An Osteological Analysis of Los Angeles’ First Cemetery. UMI Dissertation Publishing, ProQuest LLC., Michigan.

PRESENTATIONS
Historical Resources and CEQA: An Overview of Identification, Evaluation, Impacts Assessment, and Mitigation. Prepared for the Gilroy Historic Heritage Committee. Presented by Samantha Murray, Dudek. May 15, 2019. Delivered a 1.5-hour PowerPoint presentation to the City of Gilroy’s Historic Heritage Committee during one of their monthly public hearings. The presentation provided an overview of the CEQA process, how historical resources are treated under CEQA, as well as the process for identification, evaluation, impacts assessment, and options to consider for mitigation. The presentation also included examples from CEQA Case Law and included an extensive question and answer session with the audience.

Historical Resources under CEQA. Prepared for the Orange County Historic Preservation Planner Working Group. Presented by Samantha Murray, Dudek. December 1, 2016. Delivered a 1-hour PowerPoint presentation to the Orange County Historic Preservation Planner Working Group, which included planners from different municipalities in Orange County, regarding the treatment of historical resources under CEQA. Topics of discussion included identification of historical resources, assessing impacts, avoiding or mitigating impacts, overcoming the challenges associated with impacts to historical resources, and developing effective preservation alternatives.

Knowing What You’re Asking For: Evaluation of Historic Resources. Prepared for Lorman Education Services. Presented by Samantha Murray and Stephanie Standerfer, Dudek. September 19, 2014.

With Ms. Standerfer, delivered a one-hour PowerPoint presentation to paying workshop attendees from various cities and counties in Southern California. The workshop focused on outlining the basics of historical resources under CEQA, and delved into issues/challenges frequently encountered on preservation projects.

APPENDIX D

ENERGY DATA

Energy Use Summary
Construction Phase (gallons/construction period) Gasoline Diesel Construction Vehicles 726 9,299
Worker Trips 2,576 5
Vendor Trips 0 0
Haul Trucks 10 11,887
Total 3,312 21,191
Operations Phase (gallons/year) Gasoline Diesel
Natural Gas
(kBTU/yr) Electricity (kWh/yr)
Supermarket 0 0 0 0
Strip Mall 0 0 0 0
Automobile Care Center 0 0 0 0
Fast Food Restaurant with Drive Thru 0 0 0 0
Automobile Care Center 0 0 0 0
Parking Lot 0 0 0 0
All Land Uses 0 0 0 0
Offroad Construction Equipment Energy Use
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per DayHorsepower Load Factor Horsepower Category Num Days Year Fuel Consumption Rate
(gal/hour) Fuel Type
Total Fuel Consumption
(gal/construction period)
Pavement Demolition Concrete/Industrial Saws Diesel Average 1 8 33 0.73 100 22 2025 4.7 Gasoline 606 Pavement Demolition Excavators Diesel Average 1 8 36 0.38 175 22 2025 2.9 Diesel 193 Pavement Demolition Rubber Tired Dozers Diesel Average 1 8 367 0.4 300 22 2025 4.5 Diesel 315 Site mobilization, clearing, grubbing, and vegetation removal Rubber Tired Dozers Diesel Average 1 8 367 0.4 300 50 2025 4.5 Diesel 715 Site mobilization, clearing, grubbing, and vegetation removal Skid Steer Loaders Diesel Average 1 8 71 0.37 50 50 2025 0.9 Diesel 137 Site mobilization, clearing, grubbing, and vegetation removal Graders Diesel Average 1 8 148 0.41 175 50 2025 3.1 Diesel 517 Recirculation stream and landscapeing Cement and Mortar Mixers Diesel Average 1 8 10 0.56 25 40 2025 0.4 Gasoline 69 Recirculation stream and landscapeing Skid Steer Loaders Diesel Average 1 8 71 0.37 50 40 2025 0.9 Diesel 110 Recirculation stream and landscapeing Graders Diesel Average 1 8 148 0.41 175 40 2025 3.1 Diesel 413 Recirculation stream and landscapeing Other Construction Equipment Diesel Average 1 8 82 0.42 175 40 2025 3.3 Diesel 438 Underground infiltration tank excavation Rubber Tired Dozers Diesel Average 1 8 367 0.4 300 65 2025 4.5 Diesel 929 Underground infiltration tank excavation Tractors/Loaders/Backhoes Diesel Average 1 8 84 0.37 100 65 2025 1.6 Diesel 307 Underground infiltration tank excavation Skd Steer Loaders Diesel Average 1 8 71 0.37 50 65 2025 0.9 Diesel 178 Sports field construction Graders Diesel Average 1 8 148 0.41 175 50 2025 3.1 Diesel 517 Sports field construction Skid Steer Loaders Diesel Average 1 8 71 0.37 50 50 2025 0.9 Diesel 137 Sports field construction Other Construction Equipment Diesel Average 1 8 82 0.42 175 50 2025 3.3 Diesel 547 Underground infiltration tank construction Cranes Diesel Average 1 8 367 0.29 300 100 2025 3.3 Diesel 756 Underground infiltration tank construction Skid Steer Loaders Diesel Average 1 8 71 0.37 50 100 2025 0.9 Diesel 274 Underground infiltration tank construction Rubber Tired Dozers Diesel Average 1 8 367 0.4 300 100 2025 4.5 Diesel 1,430 Pipeline, diversion structure, treatment equipment, and pump installation Cranes Diesel Average 1 8 367 0.29 300 50 2025 3.3 Diesel 378 Pipeline, diversion structure, treatment equipment, and pump installation Trenchers Diesel Average 1 8 40 0.5 75 50 2025 1.8 Diesel 363 Pipeline, diversion structure, treatment equipment, and pump installation Skid Steer Loaders Diesel Average 1 8 71 0.37 50 50 2025 0.9 Diesel 137 Paving Cement and Mortar Mixers Diesel Average 2 6 10 0.56 25 20 2025 0.4 Gasoline 52 Paving Pavers Diesel Average 1 8 81 0.42 100 20 2025 1.7 Diesel 117 Paving Paving Equipment Diesel Average 2 6 89 0.36 100 20 2025 1.6 Diesel 142 Paving Rollers Diesel Average 2 6 36 0.38 100 20 2025 1.7 Diesel 154 Paving Tractors/Loaders/Backhoes Diesel Average 1 8 84 0.37 100 20 2025 1.6 Diesel 94 Total Gasoline 726
Total Diesel 9,299
10,025
Onroad Construction Energy Use
Year 2025
Vehicle Types MPG by Fuel Type Population by Fuel Type
Gasoline Diesel Electricity Natural Gas Plug-in Hybrid Gasoline Diesel Electricity Natural Gas Plug-in Hybrid Total LDA 29.9 41.7 0.4 0.000 28.2 5,388,809 13,907 322,924 0 164,369 5,890,008 LDT1 24.9 23.4 0.4 0.000 28.0 497,456 168 1,535 0 1,063 500,222 LDT2 24.6 32.6 0.4 0.000 27.9 2,603,678 8,796 22,214 0 25,987 2,660,676 LHDT1 14.0 20.7 0.6 0.000 0.0 205,267 111,060 2,190 0 0 318,517 LHDT2 12.2 17.4 0.6 0.000 0.0 31,970 49,621 564 0 0 82,155 MCY 41.7 0.0 0.0 0.000 0.0 252,661 0 0 0 0 252,661
MDV 20.0 24.2 0.4 0.000 27.6 1,634,952 20,571 24,111 0 15,996 1,695,630 MH 4.9 10.1 0.0 0.000 0.0 29,165 12,430 0 0 0 41,595
MHDT 5.2 9.0 1.0 8.3 0.0 24,930 119,577 1,056 1,624 0 147,187 HHDT 4.1 6.1 1.8 6.0 0.0 57 104,913 700 10,856 0 116,526 OBUS 5.1 7.1 1.1 8.9 0.0 5,258 3,133 30 511 0 8,932
SBUS 9.0 7.4 1.2 4.2 0.0 2,911 3,331 49 3,368 0 9,658
UBUS 7.0 6.8 2.1 3.2 0.0 892 11 186 4,999 0 6,088
10,678,006 447,518 375,559 21,358 207,416 11,729,857
Daily Trips Gasoline Consumption Diesel Consumption
Phase Name Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vendor Haul Worker Vendor Haul Pavement Demolition 8 0 4 18.5 10.2 20
Site mobilization, clearing, grubbing, and vegetation removal 8 0 1 18.5 10.2 20 Recirculation stream and landscapeing 10 0 0 18.5 10.2 20 Underground infiltration tank excavation 8 0 31 18.5 10.2 20 Sports field construction 8 0 2 18.5 10.2 20
Underground infiltration tank construction8 0 18 18.5 10.2 20 Pipeline, diversion structure, treatment equipment, and pump installation 8 0 0 18.5 10.2 20 Paving 20 0 0 18.5 10.2 20
Total Trips
Pavement Demolition 176 0 88 18.5 10.2 20 130 0 0 0 0 258 Site mobilization, clearing, grubbing, and vegetation removal 400 0 50 18.5 10.2 20 295 0 0 1 0 147 Recirculation stream and landscapeing 400 0 0 18.5 10.2 20 295 0 0 1 0 0 Underground infiltration tank excavation520 0 2015 18.5 10.2 20 383 0 5 1 0 5,910 Sports field construction 400 0 100 18.5 10.2 20 295 0 0 1 0 293 Underground infiltration tank construction800 0 1800 18.5 10.2 20 589 0 4 2 0 5,279 Pipeline, diversion structure, treatment equipment, and pump installation 400 0 0 18.5 10.2 20 295 0 0 1 0 0 Paving 400 0 0 18.5 10.2 20 295 0 0 1 0 0
Total 2,576 0 10 5 0 11,887

APPENDIX E

NOISE DATA
Construction Generated Noise
Building Type Roads, Sewers, Trenches Distance (ft)
Construction Noise at 50 Feet (dBA Leq) 50
Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 84 84
Excavation 88 78
Foundation Construction 88 88
Building Construction 79 78
Finishing and Site Cleanup 84 84
Maximum Construction Noise (dBA Leq) 20
Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 92 92
Excavation (Site Preparation) 96 86
Foundation Construction 96 96
Building Construction 87 86
Paving 92 92
Average Construction Noise (dBA Leq) 200
Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 72 72
Excavation (Site Preparation) 76 66
Foundation Construction 76 76
Building Construction 67 66
Paving 72 72
Maximum Construction Noise (dBA Leq) 20
Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 92 92
Excavation (Site Preparation) 96 86
Foundation Construction 96 96
Building Construction 87 86
Paving 92 92
Average Construction Noise (dBA Leq) 280
Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 69 69
Excavation (Site Preparation) 73 63
Foundation Construction 73 73
Building Construction 64 63
Paving 69 69
Maximum Construction Noise (dBA Leq) 55
Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 83 83
Excavation (Site Preparation) 87 77
Foundation Construction 87 87
Building Construction 78 77
Paving 83 83
Average Construction Noise (dBA Leq) 235
Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 71 71
Excavation (Site Preparation) 75 65
Foundation Construction 75 75
Building Construction 66 65
Paving 71 71
Maximum Construction Noise (dBA Leq) 515
Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 64 64
Excavation (Site Preparation) 68 58
Foundation Construction 68 68
Building Construction 59 58
Paving 64 64
Average Construction Noise (dBA Leq) 835
Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 60 60
Excavation (Site Preparation) 64 54
Foundation Construction 64 64
Building Construction 55 54
Paving 60 60
East - N Cullen Avenue Residences
Source: Bolt, Beranek and Newman, "Noise from Construction Equipment and Operations, Building Equipment, and Home Appliances," prepared for the USEPA, December 31, 1971. Based on analysis for Office Building, Hotel, Hospital, School, and Public Works.

North - E Meda Avenue
West - N Wabash Avenue Residences
South - E Dalton Avenue Residences
Construction Generated Vibration
North - E Meda Avenue Closest Distance (feet): 15
Approximate RMS a Approximate RMS
66 73.000
Equipment inch/second inch/second
Vibratory roller 0.21 0.452
Large bulldozer 0.089 0.191
Small bulldozer 0.003 0.006
Jackhammer 0.035 0.075
Loaded trucks 0.076 0.164
Criteria 0.250
West - N Wabash Avenue
Residences
Closest Distance (feet): 75
Approximate RMS a Approximate RMS
Velocity at 25 ft, Velocity Level,
Equipment inch/second inch/second
Vibratory roller 0.21 0.040
Large bulldozer 0.089 0.017
Small bulldozer 0.003 0.001
Jackhammer 0.035 0.007
Loaded trucks 0.076 0.015
Criteria 0.250
South - E Dalton Avenue Residences Closest Distance (feet): 60 Approximate RMS a Approximate RMS
Velocity at 25 ft, Velocity Level,
Equipment inch/second inch/second
Vibratory roller 0.21 0.056
Large bulldozer 0.089 0.024
Small bulldozer 0.003 0.001
Jackhammer 0.035 0.009
Loaded trucks 0.076 0.020
Criteria 0.250
City of Glendora Youth Center Closest Distance (feet): 170 Approximate RMS a Approximate RMS
Velocity at 25 ft, Velocity Level,
Equipment inch/second inch/second
Vibratory roller 0.21 0.012
Large bulldozer 0.089 0.005
Small bulldozer 0.003 0.000
Jackhammer 0.035 0.002
Loaded trucks 0.076 0.004
Criteria 0.250
Based on distance to nearest structure

1. Determined based on use of jackhammers or pneumatic hammers that may be used for pavement demolition at a distance of 25 feet Notes: RMS velocity calculated from vibration level (VdB) using the reference of one microinch/second.

Source: Based on methodology from the United States Department of Transportation Federal Transit Administration, Transit Noise and Vibration Impact Assessment (2006).

Mitigation Monitoring and Reporting Program
Finkbiner Park Multi-Benefit
Stormwater Capture Project
City of Glendora
SCH No. 2024030529
Prepared for City of Glendora
116 East Foothill Boulevard
Glendora, California 91741

Prepared by Psomas
225 South Lake Avenue, Suite 1000
Pasadena, California 91101
T: (626) 351-2000
April 2024

City of Glendora
Finkbiner Park Multi-Benefit Stormwater Capture Project R:\Projects\CRA\3CRA120100\Environmental Documentation\MMRP\Finkbiner MMRP-042624.docx i Table of Contents

TABLE OF CONTENTS
Section Page
Section 1.0 Mitigation Monitoring and Reporting Program ................................................. 1 TABLES
Table Page
1 Mitigation Monitoring and Reporting Program ................................................................... 2 City of Glendora
Finkbiner Park Multi-Benefit Stormwater Capture Project R:\Projects\CRA\3CRA120100\Environmental Documentation\MMRP\Finkbiner MMRP-042624.docx 1 Mitigation Monitoring and Reporting Program SECTION 1.0 MITIGATION MONITORING AND REPORTING PROGRAM Section 21081.6 of CEQA and Section 15097 of the State CEQA Guidelines states that, when adopting a Mitigated Negative Declaration (MND), the Lead Agency shall also adopt a program for reporting on or monitoring the changes that it has either required in the project or made a condition of approval to reduce or avoid significant environmental effects.

This Mitigation Monitoring and Reporting Program (MMRP), describes the mitigation program to be implemented by the City of Glendora (City) as the Lead Agency, during construction of the Finkbiner Park Multi-Benefit Stormwater Capture Project (Project). Specific reporting and/or monitoring requirements that will be enforced during Project implementation shall be adopted simultaneously with final Project approval by the responsible decision-making body for the City, the Glendora City Council.

The MMRP for the Project, presented in Table 1, consists of Mitigation Measures (MMs), identified in the Initial Study/Mitigated Negative Declaration (IS/MND) that are required to reduce or avoid significant environmental effects associated with Project implementation to the maximum extent feasible. The MMs for the Project are listed in the first column in Table 1, with the timeframe for implementation in the second column, the agency or party with primary responsibility for implementation in the third column, and the agency or party with responsibility for monitoring compliance in the last column. The City of Glendora will confirm that all MMs are included in the conditions of approval and/or contractor specifications and bid documents, as appropriate, and verified by the City as part of MMRP implementation, consistent with Section 15097 of the State CEQA Guidelines.

City of Glendora
Finkbiner Park Multi-Benefit Stormwater Capture Project R:\Projects\CRA\3CRA120100\Environmental Documentation\MMRP\Finkbiner MMRP-042624.docx 2 Mitigation Monitoring and Reporting Program TABLE 1

MITIGATION MONITORING AND REPORTING PROGRAM
Mitigation Measure Timing
Implementation
Responsibility
Enforcement
Responsibility
Biological Resources MM BIO-1: The City shall prepare and process a U.S. Army Corps of Engineers (USACE) Section 404 Permit; a Regional Water Quality Control Borad (RWQCB) Section 401 Water Quality Certification; a California Department of Fish and Wildfire (CDFW) Section 1602 Notification of Lake or Streambed Alteration agreement (LSA); and the appropriate jurisdictional determination form approved by the USACE. Additionally, a pre-application meeting shall be scheduled to discuss site conditions; the proposed Project; jurisdictional resources and impacts to these resources resulting from the proposed Project; proposed minimization measures and the mitigation program to offset these impacts; and the regulatory permit process. • Prior to the initiation
of construction activities affecting Little Dalton Wash • Construction Contractor • Glendora Department of
Public Works
• Qualified Biologist
Glendora Department of Public Works
MM BIO-2: The Project shall be conducted in compliance with the conditions set forth in the Migratory Bird Treaty Act (MBTA) and California Fish and Game Code with methods approved by the U.S. Fish and Wildlife Service (USFWS) and California Department of Fish and Wildlife (CDFW) to protect active bird/raptor nests. As the Project requires that work be initiated during the breeding season for nesting birds (i.e., March 1–September 15) and nesting raptors (i.e., January 1–July 31), the City of Glendora shall perform, or direct the performance of, a pre-construction survey for nesting birds and/or raptors shall be conducted by a qualified Biologist within three days prior to any construction activities on the Project site and in the immediately surrounding area (i.e., perform survey within 300 ft for nesting birds and within 500 ft for nesting raptors). A qualified Biologist shall be knowledgeable and experienced in conducting nesting bird surveys within Southern California and in determining appropriate buffer size to prevent bird nesting failure. If the Biologist does not find any active nests in or immediately adjacent to the Project site, the construction work shall be allowed to proceed, and no further mitigation is required. If the Biologist finds an active nest in or immediately adjacent to the Project site and determines that the nest may be impacted or breeding activities substantially disrupted due to planned construction activities, the Biologist shall delineate an appropriate buffer zone around the nest depending on the sensitivity of the species and the nature of the construction activity. Any nest found during survey efforts shall be mapped on the construction plans. The active nest shall be protected until nesting activity has ended. To protect any nest site, the following restrictions to construction activities shall be required until nests are no longer active, as determined by a qualified Biologist: (1) construction limits shall be established within a buffer around any occupied nest (the buffer shall be 25–100 ft for nesting birds and 300–500 ft for nesting raptors), unless otherwise determined by a qualified Biologist and (2) access and surveying shall be restricted within the buffer of any occupied nest, unless otherwise determined by a qualified Biologist. Encroachment into the buffer area around a known nest shall only be allowed if the Biologist determines that the proposed activity would not disturb the nest occupants. Construction in a buffer area can proceed when the qualified Biologist has • Prior to the initiation
of construction activities if occurring between January 1–September 15 • Construction Contractor • Glendora Department of
Public Works
• Qualified Biologist
Glendora Department of Public Works
City of Glendora
Finkbiner Park Multi-Benefit Stormwater Capture Project R:\Projects\CRA\3CRA120100\Environmental Documentation\MMRP\Finkbiner MMRP-042624.docx 3 Mitigation Monitoring and Reporting Program TABLE 1

MITIGATION MONITORING AND REPORTING PROGRAM
Mitigation Measure Timing
Implementation
Responsibility
Enforcement
Responsibility
determined that fledglings have left the nest or the nest has failed. These requirements shall be monitored by the City of Glendora. Cultural Resources MM CUL-1: Prior to the initiation of any earthmoving activity in which native soil is disturbed, the City shall be responsible for retaining a qualified Archaeologist to observe grading activities and to salvage and catalogue archaeological resources, as necessary. The Archaeologist shall be present at the pre-grade conference, shall establish procedures for archaeological resource surveillance, and shall establish, in cooperation with the City or its designee, procedures for temporarily halting or redirecting work to permit the sampling, identification, and evaluation of any discovered artifacts as appropriate. If archaeological resources are found to be significant pursuant to Section 15064.5 of the State CEQA Guidelines, the Archaeologist shall determine appropriate actions, in cooperation with the City or its designee, for exploration and/or recovery. The Archaeologist shall also prepare a report of findings. The report shall include the period of inspection, an analysis of any artifacts found, and the present repository of the artifacts. The Archaeologist shall prepare excavated material to the point of identification and curation. The City or its designee shall pay curatorial fees associated with the cost of curation. • Prior to initiation of
native soil disturbance
• At pre-grade
conference
• During grading
activities
• Construction Contractor • Glendora Department of
Public Works
• Qualified Archaeologist
Glendora Department of Public Works
Geology and SoilsMM GEO-1: In the event that paleontological resources are inadvertently unearthed during excavation activities, the contractor shall immediately cease all earth-disturbing activities within a 100-foot radius of the area of discovery and the contractor shall contact the City’s Community Development Director immediately. The City shall retain a qualified professional paleontologist to evaluate the significance of the find, and in consultation with the City, determine an appropriate course of action. If the paleontological resources are found to be significant, the paleontologist, in consultation with the City, shall determine appropriate actions for exploration and salvage. After the find has been appropriately avoided or otherwise mitigated, work in that area may resume. • During grading
activities if a potential paleontological resource(s) (fossil) is encountered • Construction Contractor • Glendora Department of
Public Works
• Qualified Paleontologist
(if needed)
Glendora Department of Public Works
Noise MM NOI-1: Prior to the issuance of each grading permit, the developer or designee shall produce evidence acceptable to the City of Glendora Community Development Director demonstrating that the equipment to be used for excavation that would occur within 15 feet of the nearest residences shall not include vibratory rollers, jackhammers, large bulldozers, loaded trucks or similar heavy equipment that weigh in excess of 24,000 pounds. Use of a roller within 15 feet of the nearest residences is acceptable if the vibratory mechanism is turned off. • Prior to the issuance
of each grading permit
• Construction Contractor • Glendora Community
Development Department
Glendora Community Development Department
City of Glendora
Finkbiner Park Multi-Benefit Stormwater Capture Project R:\Projects\CRA\3CRA120100\Environmental Documentation\MMRP\Finkbiner MMRP-042624.docx 4 Mitigation Monitoring and Reporting Program TABLE 1

MITIGATION MONITORING AND REPORTING PROGRAM
Mitigation Measure Timing
Implementation
Responsibility
Enforcement
Responsibility
Tribal Cultural Resources MM TCR-1: Retain a Native American Monitor Prior to Commencement of GroundDisturbing Activities A. The Project Applicant/lead agency shall retain a Native American Monitor from or approved by the Gabrieleño Band of Mission Indians – Kizh Nation. The monitor shall be retained prior to the commencement of any “ground-disturbing activity” for the Project at all project locations (i.e., both on-site and any off-site locations that are included in the Project description/definition and/or required in connection with the Project, such as public improvement work). “Grounddisturbing activity” shall include, but is not limited to, demolition, pavement removal, potholing, auguring, grubbing, tree removal, boring, grading, excavation, drilling, and trenching.

B. A copy of the executed monitoring agreement shall be submitted to the lead agency prior to the earlier of the commencement of any ground-disturbing activity, or the issuance of any permit necessary to commence a grounddisturbing activity.

C. The monitor will complete daily monitoring logs that will provide descriptions of the relevant ground-disturbing activities, the type of construction activities performed, locations of ground-disturbing activities, soil types, cultural-related materials, and any other facts, conditions, materials, or discoveries of significance to the Tribe. Monitor logs will identify and describe any discovered TCRs, including but not limited to, Native American cultural and historical artifacts, remains, places of significance, etc., (collectively, tribal cultural resources, or “TCR”), as well as any discovered Native American (ancestral) human remains and burial goods. Copies of monitor logs will be provided to the Project Applicant/lead agency upon written request to the Tribe.

D. On-site tribal monitoring shall conclude upon the latter of the following (1) written confirmation to the Kizh from a designated point of contact for the Project applicant/lead agency that all ground-disturbing activities and phases that may involve ground-disturbing activities on the Project site or in connection with the project are complete; or (2) a determination and written notification by the Kizh to the Project applicant/lead agency that no future, planned construction activity and/or development/construction phase at the project site possesses the potential to impact Kizh TCRs. • Prior to the issuance
of permit to initiate ground-disturbing activities
• During grounddisturbing activities
• Construction Contractor • Glendora Department of
Public Works
• Tribal Monitor
Glendora Department of Public Works
City of Glendora
Finkbiner Park Multi-Benefit Stormwater Capture Project R:\Projects\CRA\3CRA120100\Environmental Documentation\MMRP\Finkbiner MMRP-042624.docx 5 Mitigation Monitoring and Reporting Program TABLE 1

MITIGATION MONITORING AND REPORTING PROGRAM
Mitigation Measure Timing
Implementation
Responsibility
Enforcement
Responsibility
MM TCR-2: Unanticipated Discovery of Tribal Cultural Resource Objects (NonFunerary/Non-Ceremonial) Upon discovery of any TCRs, all construction activities in the immediate vicinity of the discovery shall cease (i.e., not less than the surrounding 50 feet) and shall not resume until the discovered TCR has been fully assessed by the Kizh monitor and/or Kizh archaeologist. The Kizh will recover and retain all discovered TCRs in the form and/or manner the Tribe deems appropriate, in the Tribe’s sole discretion, and for any purpose the Tribe deems appropriate, including for educational, cultural and/or historic purposes. • During grading
activities if a potential tribal cultural resource(s) is encountered • Construction Contractor • Glendora Department of
Public Works
• Tribal Monitor
• Qualified Archaeologist
(if present)
Glendora Department of Public Works
MM TCR-3: Unanticipated Discovery of Human Remains and Associated Funerary or Ceremonial Objects
Native American human remains are defined in PRC 5097.98 (d)(1) as an inhumation or cremation, and in any state of decomposition or skeletal completeness. Funerary objects, called associated grave goods in Public Resources Code Section 5097.98, are also to be treated according to this statute.

If Native American human remains and/or grave goods are discovered or recognized on the project site, then Public Resource Code 5097.9 as well as Health and Safety Code Section 7050.5 shall be followed.

Human remains and grave/burial goods shall be treated alike per California Public Resources Code section 5097.98(d)(1) and (2).

Preservation in place (i.e., avoidance) is the preferred manner of treatment for discovered human remains and/or burial goods.

Any discovery of human remains/burial goods shall be kept confidential to prevent further disturbance.
• During grading
activities if human remains and/or grave goods are encountered • Construction Contractor • Glendora Department of
Public Works
• Tribal Monitor • County Coroner
Glendora Department of Public Works
City of Glendora
Finkbiner Park Multi-Benefit Stormwater Capture Project R:\Projects\CRA\3CRA120100\Environmental Documentation\MMRP\Finkbiner MMRP-042624.docx 6 Mitigation Monitoring and Reporting Program This page intentionally left blank

PUBLIC NOTICE
_____________________________________________

NOTICE OF INTENT TO ADOPT A MITIGATED NEGATIVE DECLARATION

FINKBINER PARK MULTI-BENEFIT STORMWATER CAPTURE PROJECT 160 NORTH WABASH AVEUE, GLENDORA, CALIFORNIA 91741
NOTICE IS HEREBY GIVEN: In accordance with Section 21072 of the Public Resources Code and 14 California Code of Regulations Section 15072(a) (California Environmental Quality Act [CEQA] Guidelines), this notice is to inform public agencies and the general public that the City of Glendora (City), as the Lead Agency, has prepared an Initial Study/Mitigated Negative Declaration (IS/MND) to evaluate the environmental impacts of the Finkbiner Park Multi-Benefit Stormwater Capture Project (Project) and is recommending the environmental determination discussed below.

PROJECT DESCRIPTION: The City proposes to construct a regional stormwater runoff capture facility within a 3.8-acre portion of the 11.45-acre Finkbiner Park to provide multiple benefits including improved flood control, water quality, and water supply (through infiltration to groundwater and reduced irrigation). The stormwater facility would involve diverting stormwater runoff from two adjacent drainage features (Little Dalton Wash and Los Angeles County Flood Control District’s MTD 1129) into an underground capture, treatment, and infiltration facility situated beneath the existing ballfields.

The Project represents an opportunity to implement regional-scale pollutant load reductions from a 1,596-acre drainage area of the Upper San Gabriel River Watershed as well as increase infiltration to the underlying groundwater aquifer (Main San Gabriel Basin). The Project would also include in-kind replacement of existing facilities within the site that require demolition to implement the stormwater facility with new recreation facilities and features; conversion of the alley along the northern site boundary into a green alley through installation of permeable pavement; and installation of a recirculating stream, native landscaping, and adjacent path in the southeast portion of the site as a new passive recreation opportunity in the park. The restoration of demolished features provides the City an opportunity to rehabilitate these recreation facilities as part of Los Angeles County’s Safe, Clean Water Program. The Project site is not listed on any hazardous materials or waste databases pursuant to Section 65962.5 of the Government Code. For more details on the proposed Project, please refer to the IS/MND.

Discretionary actions and approvals required for Project implementation include adoption of the IS/MND, approval of the Project, award of contract for construction of the Project, and other discretionary and ministerial permits and approvals that may be deemed necessary, including but not limited to, grading permit, foundation permit, and building permit.

Location. The 3.8-acre Project site, which comprises Assessor Parcel Numbers (APNs): 8638-012-901 and portions of 8638-011-907 and 8638-009-906; and portions of the public right-of-way on North Wabash Avenue and North Minnesota Avenue adjacent to the Project site. The parcels are owned by the City of Glendora and include addresses 160 North Wabash Avenue, 110 North Wabash Avenue, and 159 North Cullen Avenue. The site is bound by bound on the north by residential properties and an asphalt concrete paved alleyway, on the east by North Cullen Avenue, on the south and southeast by Little Dalton Wash, and on the west by North Wabash and North Minnesota Avenues.

PUBLIC REVIEW AND COMMENT PERIOD
Mitigated Negative Declaration. An Initial Study of environmental impacts was prepared pursuant to Section 15063 of the CEQA Guidelines (California Code of Regulations, Title 14, Section 15000 et seq.). Based on this analysis, City staff have concluded that the Project would not have a significant impact on the environment after implementation of regulatory requirements and recommended mitigation measures. Therefore, pursuant to Section 15070 of the CEQA Guidelines, an IS/MND is proposed for the Project. The public review and comment period for the IS/MND begins on Thursday, March 14, 2024, and ends on Friday, April 12, 2024.

Comments on Draft IS/MND. Written comments concerning the adequacy of the information provided in the IS/MND may be submitted through April 12, 2024, to the attention of Maliha Ansari, PE, Principal Civil Engineer, Public Works Department. Comments may be submitted by mail to 116 East Foothill Boulevard, Glendora, California, 91741; or via email at [email protected].

The IS/MND materials may be downloaded via the City’s website at www.cityofglendora.org/businesses/public-notices. The IS/MND and related documents are also on file for public inspection between the hours of 8:00 AM and 5:00 PM Monday through Friday, exclusive of holidays, at the following two locations:

Glendora City Hall
City Clerk Department
116 East Foothill Boulevard
Glendora, California 91741
Glendora Public Library
140 South Glendora Avenue
Glendora, California 91741
For further information, please contact Maliha Ansari, Principal Civil Engineer, in the Public Works Department at 626-914-8294 or via email at [email protected].

Published (Legal) in the San Gabriel Valley Examiner: March 14, 2024.

CERTIFICATION
I Kathleen R. Sessman, City Clerk, do hereby certify, under penalty of perjury under the laws of the State of California that this notice was posted on March 14, 2024, and that foregoing is true and correct. Said notice was posted in the following location(s):
☒ City Hall ☒ Library ☐ Police Department ☐ Crowther Teen & Family Center ☒ City Website Other: ______________________________
Kathleen R. Sessman, MMC
City Clerk
N. MINNESOTA AVE. N. WABASH AVE. N. MINNESOTA AVE.

E. DALTON AVE.

ALLEY

LITTLE DALTON WASH
SCALE: 1" = 80'

PLAN OVERVIEW

LEGEND & ABBREVIATIONS

FG FINISHED GRADE

FS FINISHED SURFACE

INV INVERT
XX.XX PROPOSED ELEVATION
(XX.XX) EXISTING ELEVATION
S=X.XXXX PROPOSED SLOPE OF PIPE
(S=X.XXXX) EXISTING SLOPE OF PIPE
X:X RATIO SLOPE

MH MAINTENANCE HOLE

TW TOP OF WALL

FL FLOW LINE

TC TOP OF CURB

RIM MAINTENANCE RIM ELEVATION

GRADE SLOPE

EXISTING GRADE SLOPE

GAS LINE

WATER LINE

STORM DRAIN LINE

SANITARY SEWER LINE

RECLAIMED WATER LINE

TELECOM LINE

OVERHEAD ELECTRIC LINE

EXISTING CONTOUR

PROPOSED CONTOUR
(XX)
XX
(X.XX%)
X.XX%

CITY OF GLENDORA

FINKBINER PARK MULTI-BENEFIT

STORMWATER CAPTURE PROJECT
90% SUBMITTAL

TITLE SHEET

VICINITY MAP

NO SCALE
Project Area

STANDARD NOTES FOR WATER CONSTRUCTION

1. ALL APPLICABLE "CITY OF GLENDORA STANDARD DESIGNS & SPECIFICATIONS", LATEST

REVISIONS, ARE HEREBY MADE A PART OF THIS PLAN AND ALL WATER MAINS, APPURTENANCES AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH SAME.

2. THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", LATEST EDITION, IS HEREBY MADE A PART OF THIS PLAN.

3. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND MONUMENTS OF EVERY NATURE, WHETHER SHOWN HEREON OR NOT, AND PROTECT THEM FROM DAMAGE. THE CONTRACTOR

SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES AND MONUMENTS DAMAGED OR DESTROYED.

4. THE CONTRACTOR SHALL WARRANTY ALL WORK FOR A PERIOD OF ONE (1) YEAR FROM THE

DATE OF FINAL ACCEPTANCE BY THE CITY AND SHALL BE RESPONSIBLE FOR THE REPAIR

AND/OR REPLACEMENT OF ALL FAILURES DETERMINED BY THE CITY ENGINEER TO BE CAUSED BY WORKMANSHIP OR SUBSTANDARD MATERIALS.

5. 24 HOUR NOTIFICATION IS REQUIRED FOR ALL PUBLIC WORKS INSPECTIONS. CONTACT THE CITY

OF GLENDORA PUBLIC WORKS DEPARTMENT, MONDAY THROUGH THURSDAY (EXCLUDING HOLIDAYS), 8:00 A.M. TO 5:00 P.M., AT (626) 914-8246.

6. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM THE CITY OF GLENDORA

PUBLIC WORKS DEPARTMENT AND AFFECTED AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.

7. THE CONTRACTOR SHALL MAKE APPLICATION TO THE CITY OF GLENDORA AND OBTAIN A HYDRANT METER PRIOR TO COMMENCEMENT OF CONSTRUCTION.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE WATER MANAGER,

THE INSTALLATION OF ALL WATER MAINS, APPURTENANCES, TIE-INS, SHUT DOWNS, TESTING AND WORK REQUIRED.

9. THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN PROPER BARRICADING, DUST CONTROL, TRAFFIC CONTROL, SHORING AND SAFETY MEASURES OF EVERY NATURE.

10. ALL REQUIRED TESTING (CHLORINATION, BACTERIOLOGICAL, HYDROSTATIC PRESSURE AND

LEAKAGE) SHALL BE COMPLETED PRIOR TO PLACEMENT OF WATER MAIN OR APPURTENANCE IN SERVICE AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER.

11. ANY CHANGE FROM THE PLAN, STANDARD NOTES, STANDARD DESIGNS OR SPECIFICATIONS

SHALL BE CONSIDERED NON-CONFORMING UNLESS APPROVED IN WRITING BY THE CITY ENGINEER PRIOR TO INSTALLATION.

12. ALL WATER MAINS AND APPURTENANCES SHALL BE INSTALLED AFTER COMPLETION OF CURB, GUTTER AND ROUGH STREET GRADE, UNLESS SPECIFIED ON PLAN.

13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND HAVE AVAILABLE ALL

MATERIALS AND EQUIPMENT REQUIRED FOR THE INSTALLATION OF WATER MAINS AND

APPURTENANCES REQUIRED TO COMPLETE WORK SHOWN HEREON PRIOR TO COMMENCEMENT OF CONSTRUCTION.

14. WATER MAINS, SERVICES AND APPURTENANCES SHALL NOT BE BACK FILLED PRIOR TO INSPECTION, FIELD MEASUREMENTS AND TESTING BY THE CITY ENGINEER. CENTER LOADING

PRIOR TO HYDROSTATIC TESTING IS ALLOWABLE AFTER INSPECTION AND FIELD MEASUREMENT ARE COMPLETED.

15. INSTALLATIONS NOT CONFORMING TO THE "CITY OF GLENDORA STANDARD DESIGNS & SPECIFICATIONS" SHALL BE REMOVED, REPLACED AND/OR CORRECTED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE CITY ENGINEER.

16. PIPELINE DISINFECTING SHALL BE IN ACCORDANCE WITH THE "CITY OF GLENDORA STANDARD DESIGNS & SPECIFICATIONS" AND MEET OR EXCEED THE "AMERICAN WATER WORKS ASSOCIATION STANDARD FOR DISINFECTING WATER MAINS (ANSI/AWWA C651-92)".

STANDARD NOTES FOR STREET CONSTRUCTION

1. ALL APPLICABLE "CITY OF GLENDORA STANDARD DESIGNS & SPECIFICATIONS", LATEST

REVISIONS, ARE HEREBY MADE A PART OF THIS PLAN AND ALL STREET IMPROVEMENTS SHALL BE IN ACCORDANCE WITH SAME.

2. THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", LATEST EDITION, IS HEREBY MADE A PART OF THIS PLAN.

3. PAVEMENT SHALL CONSIST OF 2-INCH RUBBERIZED HOT MIX, TYPE G (RHMA-G) SURFACE COURSE OVER 2-INCH HOT MIX ASPHALT, TYPE PG64-10 BASE COURSE AS SHOWN ON THE PLAN.

4. ASPHALT CONCRETE PAVING SHALL BE LAID IN COURSES NOT TO EXCEED 4 INCHES IN THICKNESS, THE BASE COURSE USING 3/4 INCH MAXIMUM SIZE AGGREGATE AND THE SURFACE COURSE USING 1/2 INCH MAXIMUM SIZE AGGREGATE, UNLESS NOTED.

5. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND MONUMENTS OF EVERY NATURE, WHETHER SHOWN HERON OR NOT, AND PROTECT THEM FROM DAMAGE. THE CONTRACTOR

SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES AND MONUMENTS DAMAGED OR DESTROYED.

6. ALL CONCRETE SHALL BE CLASS 520-C-2500 (5-1/2 SACK MIX) AND SHALL BE CURED WITH TYPE 1 (CLEAR) CURING COMPOUND IMMEDIATELY AFTER FINISHING.

7. ALL ASPHALT CONCRETE STREET SURFACES SHOWN HEREON SHALL BE SEAL-COATED, WHEN DIRECTED BY THE CITY ENGINEER, FULL WIDTH USING AN APPROVED TYPE SS-1H EMULSION WITH NO MORE THAN 50% WATER ADDED. A TRUCK MOUNTED SPRAY BAR SHALL BE UTILIZED FOR SPREADING.

8. THE CONTRACTOR SHALL COORDINATE ALL SIGN INSTALLATIONS WITH THE CITY ENGINEER PRIOR TO SIDEWALK INSTALLATION.

9. AN APPROVED SOIL STERILANT SHALL BE UNIFORMLY APPLIED IN ALL AREAS TO BE PAVED UNDER THE DIRECTION OF THE CITY ENGINEER.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MAILBOX BLOCK-OUT LOCATIONS WITH THE U.S. POSTAL SERVICE PRIOR TO SIDEWALK INSTALLATION.

11. THE CONTRACTOR SHALL WARRANTY ALL WORK FOR A PERIOD OF ONE (1) YEAR FROM THE

DATE OF FINAL ACCEPTANCE BY THE CITY AND SHALL BE RESPONSIBLE FOR THE REPAIR AND

OR REPLACEMENT OF ALL FAILURES DETERMINED BY THE CITY ENGINEER TO BE CAUSED BY WORKMANSHIP OR SUBSTANDARD MATERIALS.

12. THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN PROPER BARRICADING, DUST CONTROL, TRAFFIC CONTROL, SHORING AND SAFETY MEASURES OF EVERY NATURE.

13. THE CONTRACTOR SHALL MAKE APPLICATION TO THE CITY OF GLENDORA AND OBTAIN A HYDRANT METER PRIOR TO COMMENCEMENT OF CONSTRUCTION.

14. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM THE CITY OF GLENDORA

PUBLIC WORKS DEPARTMENT AND AFFECTED AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF WATER PIPELINES AND APPURTENANCES WITH THE WATER MANAGER.

16. 24 HOUR NOTIFICATION IS REQUIRED FOR ALL PUBLIC WORKS INSPECTIONS. CONTACT THE

CITY OF GLENDORA PUBLIC WORKS DEPARTMENT, MONDAY THROUGH THURSDAY (EXCLUDING HOLIDAYS), 8:00 A.M. TO 5:00 P.M., AT (626) 914-8246.

17. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN CONFORMING TO THE CITY OF GLENDORA TRAFFIC CONTROL REQUIREMENTS, S.D. & S. NO. 1.17.

18. ANY CHANGES FROM THE PLAN, STANDARD NOTES, STANDARD DESIGNS OR SPECIFICATIONS

SHALL BE CONSIDERED NON-CONFORMING UNLESS APPROVED IN WRITING BY THE CITY ENGINEER PRIOR TO INSTALLATION.

19. INSTALLATIONS NOT CONFORMING TO THE "CITY OF GLENDORA STANDARD DESIGNS & SPECIFICATIONS" SHALL BE REMOVED, REPLACED AND OR CORRECTED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE CITY ENGINEER.
(626) 914-8246
(626) 914-8256
(626) 914-8216
(626) 914-8250
(626) 963-5719
(909) 592-3772
(626) 813-4512
(818) 701-2516
(626) 914-4382/252
(626) 963-1821

PUBLIC WORKS DEPARTMENT

CITY OF GLENDORA WATER DIVISION

ENGINEERING DIVISION - PROJECT COORDINATOR
POLICE DEPARTMENT (24 HR. EMERGENCY)

FIRE DEPARTMENT (CONSTRUCTION NOTIFICATION)

SOUTHERN CALIFORNIA EDISON

VERIZON
SOUTHERN CALIFORNIA GAS CO.

TIME WARNER CABLE
CITY/AGENCY NOTIFICATION:

City Engineer RCE 51197 Date
Approved By:
59 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
PLAN NO. ____
1 SHEET INDEX
Sheet NO. TITLE
1 TITLE SHEET
2 GENERAL NOTES
3 EXISTING CONDITIONS
4 CIVIL SITE PLAN
5 DEMOLITION PLAN
6 EROSION CONTROL PLAN
7 GRADING PLAN
8 GRADING PLAN
9 GRADING PLAN
10 GRADING PLAN
11 UTILITY PLAN
12 UTILITY PLAN
13 INFILTRATION UNIT PLAN
14 CIVIL DETAILS
15 CIVIL DETAILS
16 CIVIL DETAILS
17 CIVIL DETAILS
18 CIVIL DETAILS
19 CIVIL DETAILS
20 ELECTRICAL LEGEND
21 ELECTRICAL SITE PLAN
22 ELECTRICAL ENLARGED PLAN
23 SINGLE-LINE DIAGRAM
24 ELECTRICAL SCHEDULES
25 LOCAL CONTROL PANEL LAYOUT
26 LOCAL CONTROL PANEL WIRING DIAGRAM
27 ELECTRICAL DETAILS
28 ELECTRICAL LEGEND
29 PROCESS AND INSTRUMENTATION DIAGRAM
30 PROCESS AND INSTRUMENTATION DIAGRAM
31 LANDSCAPE COVER SHEET & GENERAL NOTES
32 LANDSCAPE CONSTRUCTION PLAN
33 SOFTBALL INFIELD LAYOUT PLAN #1
34 SOFTBALL INFIELD LAYOUT PLAN #2
35 SOFTBALL INFIELD LAYOUT PLAN #3
36 SOFTBALL INFIELD LAYOUT PLAN #4
37-47 LANDSCAPE CONSTRUCTION DETAILS
48 IRRIGATION LEGEND & NOTES
49 IRRIGATION PLAN
50-51 IRRIGATION DETAILS
52 PLANTING LEGEND & NOTES
53-54 PLANTING PLAN
55 PLANTING DETAILS
56 STRUCTURAL DETAILS
57 STRUCTURAL DETAILS
57 11/05/2025

GENERAL NOTES

1. ALL WORK SHALL CONFORM TO THE PROJECT TECHNICAL SPECIFICATIONS. WORK NOT COVERED BY THE

PROJECT SPECIFICATIONS SHALL CONFORM TO THE STANDARD PLANS OF LOS ANGELES COUNTY, THE

CITY OF GLENDORA, AMERICAN PUBLIC WORKS ASSOCIATION AND CALTRANS STANDARD PLANS AND SPECIFICATIONS (ALL LATEST EDITIONS).

2. NOTIFICATION: AT LEAST TEN (10) DAYS BEFORE THE START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY, IN WRITING, ALL HOMES LOCATED WITHIN 500 FEET OF THE WORK AREA, OF THE PROPOSED CONSTRUCTION START DATE. A COPY OF SAID WRITTEN NOTIFICATION SHALL BE PROVIDED TO THE

INSPECTOR FOR WRITTEN APPROVAL BEFORE THEY ARE DISTRIBUTED TO THE OCCUPANTS OF THE ABUTTING PROPERTY.

3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER TWO (2) WORKING DAYS IN ADVANCE FOR INSPECTION PRIOR TO STARTING WORK AT (626) 914-8294.

4. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES 48 HOURS IN ADVANCE PRIOR TO WORKING AROUND THEIR FACILITIES.

5. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT AT 811 48 HOURS IN ADVANCE PRIOR TO WORKING AROUND THEIR FACILITIES.

6. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREON. THE CONTRACTOR SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT.

THE CONTRACTOR SHALL NOTIFY THE CITY OF ANY CONDITIONS REQUIRING CORRECTION OR MODIFICATION PRIOR TO PROCEEDING WITH THE WORK.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL WORK ON THE SITE.

8. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED BY THE WORK SHALL BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCING THE WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE DRAWINGS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL DRAWINGS WITH ITS SUBCONTRACTORS. ALL SUBCONTRACTORS SHALL BE FURNISHED WITH COMPLETE SETS OF PLANS AND SPECIFICATIONS BY THE CONTRACTOR.

10. WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ENGINEER BEFORE PROCEEDING WITH THE WORK.

11. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES AND PROTECT THEM FROM DAMAGE AS REQUIRED. ALL EXISTING UTILITY CROSSINGS SHALL BE POTHOLED AND FIELD LOCATED. IN ANY

INSTANCES WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE OR CONDUIT IS LESS THAN 18", CONTRACTOR SHALL INSTALL BLANKET PROTECTION IN ACCORDANCE WITH THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION NO. 224-2.

EXISTING FACILITY NOTE

ALL EXISTING INFORMATION SHOWN ON THE PLANS PREPARED BY CRAFTWATER HAS BEEN TRANSFERRED FROM DOCUMENTS PROVIDED BY THE CITY OF GLENDORA. CRAFTWATER HAS PROVIDED DRAFTING SERVICES ONLY WITH REGARD TO DEPICTING EXISTING IMROVEMENTS AND CONDITIONS. CRAFTWATER CANNOT GUARANTEE THE ACCURACY OR COMPLETENESS OF EXISTING INFORMATION SHOWN. IF CONTRACTOR NOTICES ANY

DISCREPANCIES BETWEEN EXISTING INFORMATION SHOWN ON THESE PLANS AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL GIVE NOTICE OF SUCH FACT TO THE CITY OR ITS REPRESENTATIVE WITHOUT DELAY.

JOB SITE RESPONSIBILITY

CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION

PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

WORK AREA RESTRICTIONS

1. ONCE AUTHORIZED BY THE CITY TO COMMENCE WORK WITHIN THE LACFCD STORM DRAIN, THE CONTRACTOR SHALL NOTIFY THE FLOOD MAINTENANCE DIVISION (IMPERIAL YARD) AT TELEPHONE (562) 861-0316 (8:00AM TO 4:00PM) AND WATER RESOURCES DIVISION (OPERATIONS SECTION) AT TELEPHONE (626) 458-6177 AND PROVIDE THEM WITH A SCHEDULE OF ACTIVITIES A MINIMUM OF 120 HOURS (5 WORKING DAYS) BEFORE STARTING ANY WORK UNDER THE PERMIT.

2. CONTRACTOR SHOULD BE AWARE THAT IMPROVEMENTS WITHIN THE LACFCD STORM DRAIN MAY OCCUR WHEN

LARGE FLOWS ARE PRESENT WITHIN THE LACFCD STORM DRAIN, RAIN GAUGES THROUGHOUT THE WATERSHED SHOULD BE MONITORED DURING ALL WORK WITHIN THE LACFCD STORM DRAIN. CONTRACTOR IS RESPONSIBLE

FOR SAFELY DIVERTING AND CONVEYING FLOW WITHIN THE WORK AREA THROUGHOUT THE DURATION OF CONSTRUCTION.

3. PRIOR TO ANY WORK WITHIN THE LACFCD STORM DRAIN, THE CONTRACTOR SHALL SUBMIT A WATER DIVERSION

PLAN TO THE CITY AND THE LOS ANGELES COUNTY FLOOD CONTROL DISTRICT (LACFCD) TO PROVIDE BYPASS CAPACITY AS FOLLOWS:
· APRIL 16 TO MAY 31: xx.xx CFS (33%)
· JUNE 1 TO AUGUST 31: xx.xx CFS (5%)
· SEPTEMBER 1 TO OCTOBER 14: xx.xx CFS (33%)
· NO WORK WILL BE ALLOWED IN THE LACFCD STORM DRAIN DURING THE PERIOD OF OCTOBER 15-APRIL 15 PLEASE SEE PERMIT POLICY DURING THE STORM SEASON FOR MORE DETAILS.

4. THE CONTRACTOR SHALL SUBMIT THE WATER DIVERSION PLAN A MINIMUM OF 60-DAYS PRIOR TO THE ANTICIPATED START DATE OF THE WORK TO OCCUR WITHIN THE STORM DRAIN. THE WATER DIVERSION PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND LACFCD.

NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NOTES

1. IN THE CASE OF EMERGENCY, CALL CITY OF GLENDORA ENGINEER AT 562-220-2020.

2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ONSITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.

3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORTATION FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.

4. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP).

5. THE CONTRACTOR IS REQUIRED TO PREPARE AND SUBMIT THE SWPPP FOR APPROVAL BY THE CITY.

GENERAL NOTES

EROSION CONTROL
EC1 SCHEDULING
EC2 PRESERVATION OF EXISTING VEGETATION
EC3 HYDRAULIC MULCH
EC4 HYDROSEEDING
EC5 SOIL BINDERS
EC6 STRAW MULCH
EC7 GEOTEXTILES & MATS
EC8 WOOD MULCHING
EC9 EARTH DIKES AND DRAINAGE SWALES
EC10 VELOCITY DISSIPATION DEVICES
EC11 SLOPE DRAINS
EC12 STREAMBANK STABILIZATION
EC13 RESERVED
EC14 COMPOST BLANKETS
EC15 SOIL PREPARATION\ROUGHENING
EC16 NON-VEGETATED STABILIZATION

TEMPORARY SEDIMENT CONTROL
SE1 SILT FENCE
SE2 SEDIMENT BASIN
SE3 SEDIMRNT TRAP
SE4 CHECK DAM
SE5 FIBER ROLLS
SE6 GRAVEL BAG BERM
SE7 STREET SWEEPING AND VACUUMING
SE8 SANDBAG BARRIER
SE9 STRAW BALE BARRIER
SE10 STORM DRAIN INLET PROTECTION
SE11 ACTIVE TREATMENT SYSTEMS
SE12 TEMPORARY SILT DIKE
SE13 COMPOST SOCKS & BERMS
SE14 BIOFILTER BAGS

WIND EROSION CONTROL
WE1 WIND EROSION CONTROL

EQUIPMENT TRACKING CONTROL
TC1 STABILIZED CONSTRUCTION ENTRANCE EXIT
TC2 STABILIZED CONSTRUCTION ROADWAY
TC3 ENTRANCE/OUTLET TIRE WASH

NON-STORMWATER MANAGEMENT
NS1 WATER CONSERVATION PRACTICES
NS2 DEWATERING OPERATIONS
NS3 PAVING AND GRINDING OPERATIONS
NS4 TEMPORARY STREAM CROSSING
NS5 CLEAR WATER DIVERSION
NS6 ILLICIT CONNECTION/DISCHARGE
NS7 POTABLE WATER/IRRIGATION
NS8 VEHICLE AND EQUIPMENT CLEANING
NS9 VEHICLE AND EQUIPMENT FUELING
NS10 VEHICLE AND EQUIPMENT MAINTENANCE
NS11 PILE DRIVING OPERATIONS
NS12 CONCRETE CURING
NS13 CONCRETE FINISHING
NS14 MATERIAL AND EQUIPMENT USE
NS15 DEMOLITION ADJACENT TO WATER
NS16 TEMPORARY BATCH PLANTS

WASTE MANAGEMENT & MATERIAL POLLUTION CONTROL
WM1 MATERIAL DELIVERY AND STORAGE
WM2 MATERIAL USE
WM3 STOCKPILE MANAGEMENT
WM4 SPILL PREVENTION AND CONTROL
WM5 SOLID WASTE MANAGEMENT
WM6 HAZARDOUS WASTE MANAGEMENT
WM7 CONTAMINATION SOIL MANAGEMENT
WM8 CONCRETE WASTE MANAGEMENT
WM9 SANITARY/SEPTIC WASTE MANAGEMENT
WM10 LIQUID WASTE MANAGEMENT
EROSION CONTROL NOTES:

1. EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORMWATER FROM THE PROJECT.

SITE AT ALL TIMES.

2. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND.

3. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER.

4. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM.

5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE.

6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.

7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE

CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.

8. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER.

B. THE FOLLOWING BMPs AS OUTLINED IN, BUT NOT LIMITED TO, THE LATEST EDITION OF THE CALIFORNIA BMP

HANDBOOK (CONSTRUCTION) OR CALTRANS STORMWATER QUALITY HANDBOOKS (CONSTRUCTION SITE BMP

MANUAL), MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY THE PROJECT ENGINEER OR THE BUILDING OFFICAL):

UTILITY NOTES

1. A PERMIT SHALL BE OBTAINED AND ALL FEES AND DEPOSITS FOR CONSTRUCTION INSPECTION SHALL BE PAID TO THE LOS ANGELES COUNTY PUBLIC WORKS AT THE PERMIT COUNTER, 900 SOUTH FREMONT AVENUE, 8TH FLOOR, PRIOR TO STARTING WORK UNDER THIS CONTRACT. ALSO, ALL OTHER REQUIRED PERMITS, SUCH AS ROAD EXCAVATION PERMITS, MUST BE OBTAINED PRIOR TO STARTING WORK.

2. APPROVAL OF THIS PLAN BY LOS ANGELES COUNTY DOES NOT CONSTITUTE A REPRESENTATION TO THE

ACCURACY OF THE LOCATION, OR THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THIS NOTE APPLIES TO ALL SHEETS.

3. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (INCLUDING SUPPLEMENTS), AND SHALL BE PROSECUTED ONLY IN THE PRESENCE OF THE DIRECTOR OF PUBLIC WORKS.

4. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 7-10.4.1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IN REGARD TO SAFETY ORDERS AND SHALL CONFORM TO THE "MINIMUM PUBLIC SAFETY REQUIREMENTS" AS SHOWN ON THE LOS ANGELES COUNTY PUBLIC WORKS STANDARD PLAN 6008.

5. ELEVATIONS ARE IN FEET ABOVE NORTH AMERICAN VERTICAL DATUM OF 1988 UNLESS OTHERWISE INDICATED.

6. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED, AND APPROVED.

7. ALL STRUCTURAL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AN ULTIMATE 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED.

8. TRANSVERSE REINFORCEMENT AND TRANSVERSE JOINTS SHALL BE PLACED AT RIGHT ANGLES (OR RADIAL) TO THE CONDUIT CENTERLINE EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS.

9. ALL STEEL ADJACENT TO FACE OF CONCRETE SHALL HAVE A 2-1/2-INCH CLEARANCE UNLESS OTHERWISE SPECIFIED.

10. REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE STEEL, PER ASTM A615 GRADE 60.

11. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE "MANUAL OF STANDARD PRACTICE."

12. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTERLINE OF STEEL UNLESS OTHERWISE NOTED.

13. ALL STEEL THAT IS TO BE CONTINUOUS SHALL HAVE A MINIMUM LAP OF 30 BAR DIAMETERS OR 18 INCHES, WHICHEVER IS GREATER.

14. ALL CONSTRUCTION JOINTS IN THE FOOTING OR SLABS AND WALLS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED.

15. ALL EXPOSED EDGES SHALL BE FINISHED WITH A 3/4-INCH CHAMFER.

16. UNLESS OTHERWISE SHOWN, CONCRETE DIMENSIONS SHALL BE MEASURED VERTICALLY OR HORIZONTALLY AND PARALLEL OR AT RIGHT ANGLES (OR RADIAL) TO THE CENTER LINE OF CONSTRUCTION.

17. CONCRETE BACKFILL IS REQUIRED WHEN THE PIPE HAS LESS THAN ONE-FOOT OF COVER. THE CONCRETE BACKFILL SHALL CONSIST OF 1:3:5 MIX, PORTLAND CEMENT CONCRETE POURED FROM WALL TO WALL OF TRENCH AND FROM BOTTOM OF TRENCH TO A MINIMUM OF 4 INCHES OVER THE TOP OF THE PIPE.

18. ALL PIPES SHALL BE PLACED IN TRENCH IN NATURAL GROUND AND/OR COMPACTED FILL. THE GROUND LEVEL BEFORE THE TRENCHING SHALL BE AT LEAST 3 FEET ABOVE THE TOP OF THE PIPE ELEVATION OR AT FINISH SURFACE ELEVATION, WHICHEVER IS LESS.

19. ALL BACKFILL AND RELATIVE COMPACTION FILLS OUTSIDE OF STREET RIGHT OF WAY SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SOIL TEST D 1557-91 METHOD D UNLESS OTHERWISE SPECIFIED. THIS SHALL BE CERTIFIED BY A SOILS ENGINEER. THIS CERTIFICATION SHALL BE SUBMITTED TO THE CITY ENGINEER PRIOR TO ACCEPTANCE OF THE WORK BY THE COUNTY.

20. ALL BACKFILL AND FILLS WITHIN STREET RIGHTS OF WAY SHALL BE COMPACTED IN ACCORDANCE WITH CITY REQUIREMENTS UNLESS OTHERWISE NOTED AND INSPECTED BY THE CITY. THE SOIL COMPACTION SHALL BE CERTIFIED BY A GEOTECHNICAL ENGINEER.

21. PIPE BEDDING SHALL BE:
-IN ACCORDANCE WITH THE LOS ANGELES COUNTY PUBLIC WORKS STANDARD PLAN NO. 3092 UNLESS OTHERWISE NOTED.
-ACCORDING TO STANDARD PLAN NO. 3080, CASE III, EXCEPT BELL AND SPIGOT PIPE, WHICH SHALL BE CASE II BEDDING UNLESS OTHERWISE SHOWN. W VALUES SHALL BE AS SPECIFIED ON STANDARD PLAN NO. 3080 FOR CASE III BEDDING, NOTES 3 (A), 3 (B), AND 3 (C). IF THE W: VALUE AT THE TIP OF THE PIPE IS

EXCEEDED, THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. THE PROPOSED MODIFICATION SHALL BE APPROVED BY PUBLIC WORKS.

22. PIPE SHALL BE EMBEDDED 5 INCHES INTO ALL STRUCTURES INCLUDING INLET AND HEAD WALLS UNLESS OTHERWISE SPECIFIED.

23. THE MINIMUM CONCRETE COVER FOR REINFORCEMENT IN PRECAST CONCRETE PIPE SHALL BE 1 INCH IN PIPE HAVING A WALL THICKNESS OF 2 1/2 INCHES OR GREATER AND 3/4 INCH IN PIPE HAVING A WALL THICKNESS OF LESS THAN 2 1/2 INCHES.

24. ALL CATCH BASINS WITHIN THE DEDICATED STREET RIGHT OF WAY SHALL BE CONSTRUCTED PER THE

STREET PLANS

25. ALL REFERENCES ON THIS PLAN TO THE COUNTY ENGINEER, ROAD DEPARTMENT, OR FLOOD CONTROL DISTRICT SHALL APPLY TO THE APPROPRIATE ELEMENTS OF PUBLIC WORKS.

26. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

27. WHERE THE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS - SHALL BE IN ACCORDANCE WITH STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION NO. 224 UNLESS OTHERWISE INDICATED.

28. MANHOLES SHALL USE THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION NO. 630 FOR THE "FRAME AND COVER" AND NO. 635 FOR THE "STANDARD DROP STEP."

29. THIS WATER QUALITY SYSTEM WILL NOT BE FIELD ACCEPTED UNTIL THE STREETS HAVE BEEN PAVED,

MANHOLES BROUGHT TO GRADE, AND THE SYSTEM CLEANED TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS.

30. THE SOILS ENGINEER OF RECORD SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS BEFORE STEEL OR CONCRETE IS PLACED.

31. STORM DRAIN MANHOLE COVERS CONSTRUCTED PER S.P.P.W.C. STANDARD PLANS 630, 631, 632, AND 633 SHALL BE CAST WITH THE LETTERS “L.A.C.F.C.D.”. THE LETTERS SHALL BE 1 INCH IN HEIGHT AND PLACED BELOW THE LETTER “D”IN THE CENTER OF THE COVER.

32. STORM DRAIN MANHOLE COVERS CONSTRUCTED PER S.P.P.W.C. STANDARD PLAN 312 SHALL BE CAST WITH THE LETTERS “L.A.C.F.C.D.”. THE LETTERS SHALL BE 1 INCH IN HEIGHT AND PLACED BELOW THE LETTER “D”IN THE CENTER OF THE COVER.

33. ALL ABOVE GROUND FACILITIES SHALL BE STAMPED WITH THE DRAIN AND LINE NAME. THE LETTERING SHOULD BE 4”BLACK TEXT ON A YELLOW BACKGROUND.

GENERAL NOTES
City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
2 SD SD SD SD SD SD
UE
UE
UE
OE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W
W
W
W
W
W
W

OE OE OE OE OE

OE OE OE

OE OE OE OE
G
G
G
G
G
G
G
G

G G G G G
W
W

W W W W W
W
W
W
W
EXISTING 36" RCP
LACFCD MTD 1129
DWG. NO. PF518448
EXISTING 4" GAS LINE

EXISTING WATER LINE
Feet
0 30 60
1" = 30'

EXISTING CONDITIONS
City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
3 LEGENDS
G
W
SD
SS
RW
T
OHE
(XX)

SD SD SD SD SD SD
UE
UE
UE
OE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W
W
W
W
W
W
W

OE OE OE OE OE OE

OE OE OE OE
G
G
G
G
G
G
G

G G G G G G
W
W

W W W W W
W
W
W
W
3 ROW - 15' WIDE
5 ROW - 15' WIDE 5 ROW - 15' WIDE
3 ROW - 15' WIDE 3 ROW - 21' WIDE 3 ROW - 15' WIDE
5 ROW - 15' WIDE 5 ROW - 15' WIDE5 ROW - 15' WIDE5 ROW - 15' WIDE 5 ROW - 15' WIDE 5 ROW - 15' WIDE

ROLLED CURB AND GUTTER
PER DETAIL 10 ON SHEET 18 N. MINNESOTA AVE. N. WABASH AVE. N. MINNESOTA AVE.

E. DALTON AVE.

ALLEY

LITTLE DALTON WASH

5.3 ACRE-FOOT SUBSURFACE

INFILTRATION GALLERY

PERMEABLE PAVEMENT
SEE DETAIL 4 ON SHEET 14

SAW CUT AC PAVEMENT
12" OFFSET FROM GUTTER
REMOVE & REPLACE EX.

GUTTER
8" THICK

CAST-IN-PLACE

RETAINING WALL
8" THICK

CAST-IN-PLACE

RETAINING WALL
300 GPM PUMP STATION
EXISTING 36" RCP
LACFCD MTD 1129
DWG. NO. PF518448
20 CFS DIVERSION STRUCTURE DIVERSION - 1 LINE

ACTUATED VALVE
5 CFS DIVERSION

STRUCTURE

PRE-TREATMENT UNIT

ACTUATED VALVE
EXISTING 4" GAS LINE

EXISTING WATER LINE

MANHOLE

ACCESS HATCH
45' L X 25' W X 3' H BAFFLE

BOX WITH STOP LOGS

ACCESS MANHOLE

ACCESS MANHOLE

RECIRCULATION

STREAM INLET

RECIRCULATION

STREAM OUTLET
DIVERSION - 2 LINE
OUTLET - 2 LINE

PRESSURE PIPE TO

RECIRCULATION
STREAM

RECIRCULATION STREAM

CLASS I BIKE PATH
30' HIGH BACKSTOP
AND WINGS @

SOUTHWEST FIELD
20' HIGH BACKSTOP
AND WINGS (TYP.

OF 3 FIELDS)

HALF COURT

FULL SIZE BASKETBALL COURT
U12 SOCCER FIELD
200' RADIUS SOFTBALL
OUTFIELD (TYP.)

SAMPLING MANHOLE
OUTLET - 1 LINE

GRAVITY PIPE TO

LITTLE DALTON WASH

SPORTS FIELD
PERIMETER FENCE (TYP.)
COVERED 8' X 24'
DUGOUT (TYP.)
6' X 6' EQUIPMENT
LOCKER (TYP.)
12' VEHICLE ACCESS GATE
4' ACCESS GATE
(TYP. OF 4)
12' VEHICLE

ACCESS GATE

SYNTHETIC TURF

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

PROPOSED LIGHT
POLE (TYP.)

CHECK VALVE VAULT
30' L X 3' H BAFFLE WALL

PROPOSED LIGHT
POLE (TYP.)

MANUAL VALVE

5.8 CFS
FILTER

SAMPLING

MANHOLE
12" TALL 6" THICK

CAST-IN-PLACE

CONCRETE WALL

EXTENDED CURB

CONCRETE RAMP

COLD-MILL AND
RESURFACE 2" OF

EXISTING AC PAVING
6" THICK CAST-IN-PLACE RETAINING WALL

CONCRETE PAVEMENT

CONNECT TO

EXISTING SIDEWALK

LANDSCAPE AREA

REFER TO LANDSCAPE PLANS
300 GPM FILTER

PROPOSED BACKFLOW

PREVENTER
RELOCATE EX.

BACKFLOW

PREVENTER

AIR VENT

AIR VENT
24"X24" DRAIN INLET PER
DETAIL 9 ON SHEET 18 AIR VENT

CONSTRUCT DETECTABLE

WARNING SURFACE (DWS) PER
LA CITY STD. PLAN S-442-6 (TYP.)
DWS (TYP.)
19' ± 0.5'

VEHICULAR CONCRETE APPROACH

VEHICULAR CONCRETE APPROACH
4' PEDESTRIAN

FENCING
4' PEDESTRIAN

FENCING
Feet
0 30 60
1" = 30'

CIVIL SITE PLAN
NOTES:

REFER TO LANDSCAPE SITE PLANS FOR SURFACE HARDSCAPE
MATERIALS, SITE AMENITIES, AND DETAILS.

City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
4 SD SD SD SD SD SD
UE
UE
UE
OE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W
W
W
W
W
W
W

OE OE OE OE OE OE

OE OE OE
G
G
G
G
G
G
G
G
G
G G
G G
G G
W
W

W W W W W
W
W
W
W N. MINNESOTA AVE. N. WABASH AVE. N. MINNESOTA AVE.

E. DALTON AVE.

LITTLE DALTON WASH

LITTLE DALTON WASH
ALLEY
2 2
2 2
2 2
2 2
8 8
8 8
8 8
8 8
14 14
14 4
3 14
5 5
5 5
5 5
5 5
5 5
5 13
12 12
11 11
10 10
12 11
10 1 1
1 9
9 9
9 9
5 5
14 14
7 6
15 15
15 15
17 18
19 19
19 12
19 12 19
20 11 21 20 11
9 9
9 1
1 2
2 3
3 3
3 3
4 6
3 7
7 11
2 2
22 21
21 16
16 16
16 16
17 17
17 23
23 3
1 1
17 Feet
0 30 60
1" = 30'

DEMOLITION PLAN
CONSTRUCTION NOTES:

REMOVE & REPLACE EXISTING

BASEBALL INFIELD IN KIND WITH ALL
INFIELD ACCESSORY (SEE NOTE 5)
LEGEND:
1 TREE (SEE NOTE 4)
2 FENCE
3 CONCRETE CURB AND GUTTER
4 CONCRETE SIDEWALK (SEE NOTE 7)
5 LIGHT (SEE NOTE 6)
6 STORM DRAIN MANHOLE (SEE NOTE 1, 2)
7 AC PAVEMENT
8 DUGOUT
9 BLEACHERS
10 STORM DRAIN (SEE NOTE 1, 2)
11 WATER LINE (SEE NOTE 1, 2)
12 GAS LINE (SEE NOTE 1, 2)
13 BACKFLOW PREVENTER
14 IRRIGATION VALVE (SEE NOTE 5)
15 BASEBALL INFIELD
16 CONCRETE PAVEMENT (SEE NOTE 7)
17 GRASS
18 BASKETBALL COURT
19 TELECOMMUNICATION LINE (SEE NOTE 1, 2)
20 OVERHEAD ELECTRIC LINES (SEE NOTE 1)
21 GAS VALVE (SEE NOTE 1,2)
22 WATER METER (SEE NOTE 5)
23 WATER VALVE
NOTES:

1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND BASED ON RECORD DRAWINGS. ACTUAL CONDITIONS MAY VARY. CONTRACTOR SHALL POTHOLE TO FIELD VERIFY PRIOR TO EXCAVATION.

2. EXISTING UNDERGROUND UTILITIES MUST BE PROTECTED IN PLACE UNLESS OTHERWISE SPECIFIED PER PLAN.

3. REFER TO PROJECT SPECIFICATIONS FOR DEMOLITION REQUIREMENTS.

4. TREES TO BE REMOVED SHALL BE TAGGED BY CONTRACTOR PRIOR TO DEMOLITION.

CONTRACTOR SHALL REMOVE TREES AFTER APPROVAL FROM THE CITY OF GLENDORA. 5. REMOVE AND REINSTALL IRRIGATION LINES AND IRRIGATION CONTROL VALVES PER LANDSCAPE PLANS. ANY IRRIGATION LINES NOT SHOWN ON THE DEMOLITION PLANS THAT ARE IMPACTED BY

CONSTRUCTION SHALL BE REMOVED AND REPLACED IN KIND TO PRE-EXISTING CONDITIONS OR BETTER.

6. ANY LIGHT THAT WILL BE PROTECTED IN PLACE SHALL HAVE A MIN 3.5' RADIUS PROTECTED BUFFER AROUND THE PERIMETER OF THE LIGHT FOUNDATION.

7. REMOVE SIDEWALK AT NEAREST JOINT AND SAWCUT AT RIGHT ANGLES.

REMOVE & REPLACE FENCE

PER LANDSCAPE PLAN ON

SHEET XXX

REMOVE EXISTING
CONCRETE (SEE NOTE 7)

REMOVE EXISTING GRASS
(SEE NOTE 5)

EXISTING - PROTECT IN PLACE

XX REMOVE XX REMOVE AND REPLACE PER PLANS
XX

REMOVE & REPLACE EXISTING

BASKETBALL COURT PER PLANS
City Engineer RCE 51197 Date
Approved By:
59 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
5 REMOVE EXISTING AC

PAVEMENT

LIMIT OF WORK

REMOVE & REPLACE

EXISTING GUTTER PER
PLANS
57 11/05/2025

REMOVE AND REPLACE

EXISTING GRASS PER

LANDSCAPE PLANS (SEE
NOTE 5)

SD SD SD SD SD SD
UE
UE
UE
OE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W
W
W
W
W
W
W

OE OE OE OE OE

OE OE OE

OE OE OE OE
G
G
G
G
G
G
G
G

G G G G G
W
W

W W W W W
W
W
W
W N. MINNESOTA AVE. N. WABASH AVE.N. MINNESOTA AVE.

E. DALTON AVE.

ALLEY

LITTLE DALTON WASH
ALLEY

LITTLE DALTON WASH
1 1
2 1
1 2
3 1
2 3
4 10
11 11
10 7 6 5
9 8
13 Feet
0 30 60
1" = 30'

EROSION CONTROL PLAN

CONSTRUCTION NOTES
INSTALL 6' HIGH CONSTRUCTION FENCE AND WIND SCREEN.

INSTALL SILT FENCE PER CASQA SE-1.

INSTALL GRAVEL BAGS, 3 HIGH, PER CASQA SE-6
PROPOSED DEEP EXCAVATION AREA. SUPERFICIAL DEWATERING TO BE DONE IN COORDINATION WITH PROJECT QSD.

PROVIDE AND MANAGE CONSTRUCTION EQUIPMENT STORAGE AREA
PER SC-20, SC-21, SC-22, AND SC-32. FINAL LOCATION TO BE DETERMINED BY CONTRACTOR.

PROVIDE AND MANAGE MATERIAL STORAGE AREA PER CASQA SD-34 AND SC-43. FINAL LOCATION TO BE DETERMINED BY CONTRACTOR.

PROVIDE AND MANAGE STOCKPILE AREA PER CASQA SC-33. FINAL LOCATION TO BE DETERMINED BY CONTRACTOR.

POVIDE AND MANAGE PORTABLE RESTROOMS AND DOUBLE
CONTAINMENT PER SC-31. FINAL LOCATION TO BE DETERMINED BY CONTRACTOR.

PROVIDE AND MANAGE CONSTRUCTION PARKING AREA PER CASQA
SC-20, SC-21, SC-22, AND SC-43. FINAL LOCATION TO BE DETERMINED BY CONTRACTOR.

INSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CASQA TC-1.

INSTALL FIBER ROLL AROUND STORM DRAIN INLET.

ALL EROSION CONTROL MEASURES ARE BASED ON A SINGLE-PHASE CONSTRUCTION PLAN. PHASED CONSTRUCTION ALTERNATIVES ARE PER CONTRACTORS' DISCRETION. THE EROSION CONTROL PLAN

SHALL BE UPDATED ACCORDINGLY BY A QUALIFIED SWPPP DESIGNER (QSD).

ALL STOCKPILED MATERIAL, CONSTRUCTION MATERIAL, AND
CONSTRUCTION EQUIPMENT SHALL BE STORED ON-SITE. IF ADEQUATE

STORAGE SPACE IS NOT AVAILABLE ON-SITE, IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND ACQUIRE
ADDITIONAL STORAGE SPACE OFF-SITE.
1 2
3 4
5 6
7 8
9 10
11 12
13 LEGEND

CONSTRUCTION FENCE AND WIND
SCREEN

SILT FENCE

GRAVEL BAGS

FIBER ROLL

STORMWATER FLOW DIRECTION

CONSTRUCTION EQUIPMENT STORAGE
AREA

MATERIAL STORAGE AREA

STOCKPILE AREA

CONSTRUCTION PARKING AREA

STABILIZED CONSTRUCTION

ENTRANCE/EXIT

DEEP EXCAVATION AREA
City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
6 3 ROW - 15' WIDE
5 ROW - 15' WIDE 5 ROW - 15' WIDE
3 ROW - 15' WIDE 3 ROW - 21' WIDE 3 ROW - 15' WIDE
5 ROW - 15' WIDE 5 ROW - 15' WIDE5 ROW - 15' WIDE5 ROW - 15' WIDE 5 ROW - 15' WIDE 5 ROW - 15' WIDE
1" = 30'

OVERALL GRADING PLAN
GRADING NOTES:

1. PROPOSED GRADING SHALL MATCH EXISTING GRADES
AT THE LIMIT OF WORK. WHERE PROPOSED GRADES

MEET EXISTING GRADES, CONTRACTOR SHALL BLEND

GRADES TO PROVIDE A SMOOTH TRANSITION

BETWEEN EXISTING AND NEW WORK AND ENSURE NO
PONDING AREAS ARE CREATED.

2. GRADE ALL AREAS TO DRAIN

3. PROPOSED WALKWAYS SHALL BE CONSTRUCTED
WITH A CROSS SLOPE OF NO MORE THAN 2% AND A
LONGITUDINAL SLOPE OF NO MORE THAN 5%.

4. CONTRACTORS SHALL MAINTAIN POSITIVE DRAINAGE

AWAY FROM ALL BUILDING FOUNDATIONS AND
STRUCTURES.

5. CONTRACTOR SHALL ADJUST UTILITY ELEMENTS
MEANT TO BE FLUSH WITH GRADE (I.E. UTILITY
MANHOLES, CATCH BASINS, ETC.) THAT ARE

AFFECTED BY SITE WORK OR GRADE CHANGES,

WHETHER SPECIFICALLY NOTED ON THE PLANS OR
NOT.

City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
7 Feet
0 30 60
SEE GRADING PLAN ON SHEET 8
SEE GRADING PLAN ON SHEET 9
SEE GRADING PLAN ON SHEET 10
5 ROW - 15' WIDE 5 ROW - 15' WIDE5 ROW - 15' WIDE
5 ROW - 15' WIDE
12" CF

ALLEY FLOW LINE
-4.5%
-2.3%
-1.7%
-1.8%
-2.9% -2.0%
-1.8%
-2.0% -2.7%
-1.9%
A
A
B
B
C
C
797.84 FS
794.35 TC=FS 795.48 TC=FS 796.00 TC=FS
796.66 TC=FS
794.60 TC=FS
794.80 FL 795.28 FL 796.18 FL 796.79 FL
(797.38 FS)
797.71 TC
796.71 FS
795.30 TC=FS 798.03 TC
797.03 FL
798.80 TC
797.80 FL
799.34 TC
798.34 FL
797.36 FL 798.40 FL 799.95 FL 800.94 FL
801.70 FL
802.07 FL 802.24 FS
(798.12 FS) (798.40 FS) (799.93 FS)
(800.74 FG)
(798.97 FS)
795.40 FS=FG
794.44 FS=FG
(794.23 FS)
(793.33 FS)
793.50 FS=FG
796.52 FS=FG 796.75 FG 800.72 FG
800.99 FS=FG
800.74 FG
800.90 FS
800.42 TC
799.42 FL
797.71 TC
796.70 FS=FG
796.82 FG
796.65 FS=FG
801.10 TC
800.10 FL
801.10 TC=FS=FG
801.75 FS=FG
795.94 FS=FG
796.36 FS=FG
796.38 FS
795.94 FS
797.74 FG
797.68 FG
799.00 FG
798.97 FG
799.98 FG
799.95 FG
793.86 FS
793.58 FS 793.69 FS=FG
793.99 FS=FG
801.09 FS=FG
801.39 FS=FG
801.49 FS
801.19 FS
801.77 FS=FG
801.49 FS=FG
801.27 FS=FG
801.16 FS=FG
801.05 FS=FG
795.36 FG
794.76 FG
796.42 FG 799.99 FG
800.31 FG 801.07 FG
801.23 FG
800.66 FG
796.35 FG 798.79 FG
793.56 FS=FG
794.08 FG
796.73 FG
801.02 FS=FG (793.23 FS)
793.57 FG
(802.06 FS)
794.46 FS=FG
795.32 FS=FG
797.43 FG
794.36 FG
802.20 TC=FS
(802.61 FS)
801.91 FS
801.53 FS
801.26 FS
(802.25 FS)
(801.92 FS)
801.45 FS 802.06 FS
801.08 FS 801.59 FS
801.73 FS
798.78 FG
793.51 RIM
796.04 FS
(798.68 FG)
801.46 FS
801.49 FS SH
8 SH
8 SH
8 SH
8 SH
8 SH
8 ALLEY INTERSECTION GRADING
SEE DETAIL 1 ON SHEET 8

SIDEWALK AND RAMP GRADING
SEE DETAIL 2 ON SHEET 8
12" CF TO 0" CF TRANSITION
-2.8% -2.8%
-2.4%
-1.1%
-1.7%

8.27' 4.87'

3.00'

3.00'
EX. 0" CF
FULL HEIGHT 0" CF
TO 0" CF

TRANSITION
EX. FULL
HEIGHT TO 0"

CF TRANSITION
EX. GUTTER

FLOW LINE

LIMIT OF
WORK

LIMIT OF
WORK

LIMIT OF WORK
3' R -1.6%
-8.7%
(-1.7%)
(794.60 FS)

END CURB
(794.78 FS) (794.89 FS)
(794.61 TC)
(793.93 FL)
794.60 TC
793.87 FL
EC
794.60 TC
793.99 FL
BC
(794.01 TC)
(793.34 FL)
(793.93 TC)
(793.45 FL)
(794.26 TC=FS)
794.35 FS

END CURB
794.59 TC=FS
(794.19 FS)
794.60 TC
793.89 FL
(794.69 FG)
(793.75 FS)
(793.69 FL)
(793.91 FS)
(793.48 FS)
(794.22 FS) (794.39 FS)
(794.74 FS)

18.72'
-0.5%
-1.6% 5 ROW - 15' WIDE

2.00' GUTTER

3.00'

3.00'

LIMIT OF
WORK

LIMIT OF
WORK
GUTTER

FLOW LINE

CONNECT TO

EXISTING CURB

AND GUTTER

CONNECT TO

EXISTING CURB

AND GUTTER
EX. 0" CF
0" CF
EX. FULL
HEIGHT TO 0"

CF TRANSITION
10' R
GRADE
BREAK -6.9%
-4.0% -1.9%
-3.0%
(802.60 FS)
(802.23 FS)
801.91 FS
(802.56 TC)
(802.55 FL)
(802.51 TC)
(801.94 FL)
(801.92 TC)
801.73 FS (801.09 FL)
802.22 TC=FS 802.22 TC=FS
BC
801.76 TC=FL
EC
801.70 TC=FL
801.92 TC
801.15 FL
802.05 TC
801.59 FL
802.05 FS
801.83 FS
801.49 FS
801.83 FS
802.00 FS
802.13 FS
801.33 FS
(801.26 FS)
(802.63 FS) (802.59 FS)
(802.67 TC)
(802.04 FL)
801.95 FL
801.77 FL
802.40 FS
801.86 FL
(801.90 FS)
(802.38 FS)
(802.61 FS)

END CURB
802.20 TC=FS
802.24 FS
-1.5%
-1.5%
-5.7%
-0.8%
-0.3%

4.86'

18.68'

10.11'

10.04'

17.60'

5.00' FULL
HEIGHT TO 0"

CF TRANSITION
785
790
800
785
790
800
10+00 10+10 10+20 10+30 10+40 10+50 10+60
0" CF
ALLEY FLOW LINE 8' CHAIN-LINK FENCE

LIMIT OF WORK

EXISTING AC

PAVEMENT
0" CF FIELD

18.28'

PERMEABLE

PAVEMENT

16.11'

CONCRETE
PAVING
4' PEDESTRIAN
FENCE
790
800
810
790
800
810
10+00 10+10 10+20 10+30 10+40 10+50 10+60
12" CF

ALLEY FLOW LINE

LIMIT OF WORK FIELD

PROTECT EXISTING

TREES IN PLACE
8' CHAIN-LINK FENCE
0" CF

EXISTING AC

PAVEMENT

18.52'

PERMEABLE

PAVEMENT
4' DG PATH
790
800
810
790
800
810
10+00 10+10 10+20 10+30 10+40 10+50 10+60
FIELD
8' CHAIN-LINK FENCE
12" CF TO
0" CF

TRANSITION

ALLEY FLOW LINE

LIMIT OF
WORK

EXISTING
SHRUB
0" CF

18.71'

PERMEABLE

PAVEMENT

16.18'

CONCRETE
PAVING
4' PEDESTRIAN
FENCE

GRADING PLAN
City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
8 SCALE: 1" = 5'
DETAIL 1: ALLEY INTERSECTION
SCALE: 1" = 5'
DETAIL 2: SIDEWALK AND RAMP
SCALE: 1" = 10'

SECTION A-A
SCALE: 1" = 10'

SECTION B-B
SCALE: 1" = 10'

SECTION C-C
GRADING NOTES:

1. PROPOSED GRADING SHALL MATCH EXISTING GRADES
AT THE LIMIT OF WORK. WHERE PROPOSED GRADES

MEET EXISTING GRADES, CONTRACTOR SHALL BLEND

GRADES TO PROVIDE A SMOOTH TRANSITION

BETWEEN EXISTING AND NEW WORK AND ENSURE NO
PONDING AREAS ARE CREATED.

2. GRADE ALL AREAS TO DRAIN

3. PROPOSED WALKWAYS SHALL BE CONSTRUCTED
WITH A CROSS SLOPE OF NO MORE THAN 1.5% AND A
LONGITUDINAL SLOPE OF NO MORE THAN 4.5%.

4. CONTRACTORS SHALL MAINTAIN POSITIVE DRAINAGE

AWAY FROM ALL BUILDING FOUNDATIONS AND
STRUCTURES.

5. CONTRACTOR SHALL ADJUST UTILITY ELEMENTS
MEANT TO BE FLUSH WITH GRADE (I.E. UTILITY
MANHOLES, CATCH BASINS, ETC.) THAT ARE

AFFECTED BY SITE WORK OR GRADE CHANGES,

WHETHER SPECIFICALLY NOTED ON THE PLANS OR
NOT.

Feet
0 20 40
5 ROW - 15' WIDE 5 ROW - 15' WIDE
-1.4%
-2.2%
-1.4%
-1.6%
-1.6%
-2.7%
-2.5%
-0.9%
-1.4%
-2.1%
-2.6%
FSH
9 FSH
9 G
SH9
G
SH9
801.01 FS=FG
799.20 FS=FG
798.91 FS=FG
798.60 FS=FG
798.44 FG
797.34 FG
797.20 FG
798.22 FG
798.60 FG
799.37 FG
797.26 FG
801.02 FS=FG (802.06 FS)
798.09 FG
798.78 FG 801.08 FS 801.59 FS
800.19 FS 800.88 FS
(801.37 FS)
(801.73 FS)
(801.95 FS)
800.60 FS 801.34 FS 800.47 FS
799.29 FS
799.00 FS
799.17 FS
799.52 RIM
799.11 FS
799.36 RIM
799.65 RIM
(802.64 FS)
(802.54 FS)
(801.49 FS)
(799.50 FS)
(799.79 FG)
799.21 FS
799.27 FS
800.10 FS
800.10 FS
800.65 FS
801.00 FS
801.28 FS
799.92 FS
800.04 FS
800.12 FS
800.29 FS
800.68 FS
801.06 FS
801.64 FS
802.20 FS
802.15 FS
801.58 FS
800.92 FS
800.70 FS
800.25 FS
800.05 FS
800.00 FS
799.91 FS
799.01 FG
799.13 FG
799.64 FG
801.18 FG
802.62 FG
(803.29 FG)
(803.25 FG) (802.24 FG)
(802.12 FG)
(800.54 FG)
(800.71 FG)
(799.87 FG)
(799.96 FG)
(800.10 FG)
(800.15 FG)

SEAT WALL GRADING
SEE DETAIL 4 ON SHEET 9

SOUTHEAST PAVEMENT GRADING
SEE DETAIL 3 ON SHEET 8

SEE STREAM PROFILE ON SHEET XXX
5 ROW - 15' WIDE
4' TRANSITION
4' TRANSITION

ROLLED CURB

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF
WORK
-3.2%
-1.7%
-1.9%
-0.1%
-1.6%
-1.7%
-1.7%
-1.8%
-1.6%
798.26 FS=FG
796.43 FS
796.29 FS
797.68 FS
797.53 FS
796.50 FS
796.95 TW
796.95 FS=TW
797.08 FS=TW
797.08 FS=TW

END WALL
797.50 RIM 797.72 RIM
797.91 RIM
798.43 RIM
798.49 RIM
798.65 RIM
798.73 RIM
797.35 FS
797.26 FS
797.39 FS
797.39 FS
797.15 FS
797.78 FS
797.78 FS
796.07 FG
796.75 TW
796.57 FG
796.75 TW
797.35 FG
796.75 TW
798.59 FG
799.59 TW

END WALL
796.22 FS
795.75 FG
796.75 TW
796.01 FS
(794.07 FG)
796.75 TW
(794.61 FG)
796.75 TW
(795.70 FG)
796.75 TW
(798.64 FG)
799.59 TW
796.75 RIM
796.94 RIM
796.57 RIM
796.71 RIM
796.36 RIM
(798.71 FS)
(798.65 FS)
798.65 FS
798.50 FS
798.70 FS
798.75 FS
798.80 FS
798.96 FS
798.79 FS
(798.64 TC)
(798.14 FL)
(799.43 TC)
(798.93 FL)
798.62 FS
798.91 FS
799.32 FS
(799.50 FS)
798.93 FS
799.35 FS
799.40 FS
799.79 FS
799.75 FS
8" SEAT WALL
8" SEAT WALL
800.14 FS
801.64 TW
800.04 FS
801.54 TW
799.46 FS
800.96 TW-UPPER
801.54 TW-LOWER
799.29 FS
800.79 TW
799.28 FS
800.79 TW
800.13 FS=FG
801.64 TW
799.71 FG
801.54 TW
799.70 FG
800.96 TW-UPPER
801.54 TW-LOWER 800.00 FS=FG
802.07 TW
800.79 FS=FG
802.30 TW
800.80 FS
802.30 TW
800.20 FS
799.30 FS
800.73 FS
800.86 FS
799.31 FG
800.07 FG
800.57 FS
802.07 TW

67.46'

15.00'

15.00'
790
800
810
790
800
810
9+80 9+90 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 STA:10+00.00
ELEV:803.28
STA:10+03.00
ELEV:802.17
STA:11+65.93
ELEV:799.00
STA:11+68.93
ELEV:799.91
STA:10+50.00
ELEV:801.18
STA:11+00.00
ELEV:799.63
STA:11+50.00
ELEV:799.13
PROTECT EX.

TREES IN PLACE

1.00' (TYP.) EXISTING
GROUND

PROPOSED
GROUND
790
800
810
790
800
810
9+90 10+00 10+10 10+20 10+30 10+40 10+45
DG

CONCRETE

SLAB ON
GRADE
8" 18" HIGH RETAINING WALL

15.00' 15.00'
800.96 TW-LOWER
801.54 TW-UPPER
790
800
810
790
800
810
9+90 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 DG

CONCRETE
PAVING
3" DIAMETER

WEEP HOLE

SKATEBOARD

PREVENTION
DEVICE
GRASS
FIELD

EXISTING
GROUND
8' CHAIN-LINK FENCE

GRADING PLAN
City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
9 Feet
0 20 40
SCALE: 1" = 10'
DETAIL 3: SOUTHEAST PAVEMENT
SCALE: 1" = 10'
DETAIL 4: SEAT WALL
HORIZ. SCALE: 1" = 20'
VERT. SCALE: 1" = 20'

STREAM PROFILE
SCALE: 1" = 10'

SECTION F-F
SCALE: 1" = 10'

SECTION G-G
GRADING NOTES:

1. PROPOSED GRADING SHALL MATCH EXISTING GRADES
AT THE LIMIT OF WORK. WHERE PROPOSED GRADES

MEET EXISTING GRADES, CONTRACTOR SHALL BLEND

GRADES TO PROVIDE A SMOOTH TRANSITION

BETWEEN EXISTING AND NEW WORK AND ENSURE NO
PONDING AREAS ARE CREATED.

2. GRADE ALL AREAS TO DRAIN

3. PROPOSED WALKWAYS SHALL BE CONSTRUCTED
WITH A CROSS SLOPE OF NO MORE THAN 1.5% AND A
LONGITUDINAL SLOPE OF NO MORE THAN 4.5%.

4. CONTRACTORS SHALL MAINTAIN POSITIVE DRAINAGE

AWAY FROM ALL BUILDING FOUNDATIONS AND
STRUCTURES.

5. CONTRACTOR SHALL ADJUST UTILITY ELEMENTS
MEANT TO BE FLUSH WITH GRADE (I.E. UTILITY
MANHOLES, CATCH BASINS, ETC.) THAT ARE

AFFECTED BY SITE WORK OR GRADE CHANGES,

WHETHER SPECIFICALLY NOTED ON THE PLANS OR
NOT. MATCHLINE SEE DETAIL 5 ON SHEET 10
3 ROW - 15' WIDE
3 ROW - 15' WIDE 3 ROW - 21' WIDE 3 ROW - 15' WIDE 5 ROW - 15' WIDE 5 ROW - 15' WIDE
-0.3%
-1.6%
D
SH
10 D
E
E
795.02 FG
793.93 FG
792.05 FG
792.25 FG
793.26 FG
792.42 FG
796.75 FG
794.81 FG 797.26 FG
(793.23 FS) 793.57 FG
792.32 FG 796.24 FG
796.31 FG
796.22 FG
798.78 FG
(792.11 FS)
792.34 FS
792.33 RIM
791.05 RIM
792.60 FG
791.63 FS 791.76 FS
791.39 FS 791.53 FS
791.40 FS
(790.95 FS) 792.24 FS
792.70 FG
792.59 FS
792.19 FS
791.24 FS
(791.55 FS)
792.52 FS
792.57 FS
793.57 TW
(790.96 FG)
793.57 TW
(792.10 FS)
793.10 TW

END WALL
(792.46 FG)
793.10 TW
792.13 FS 792.49 FS
SH10
SH
10 SH
10 SOUTH WALK PATH GRADING
SEE DETAIL 5 ON 10
3 ROW - 15' WIDE
5 ROW - 15' WIDE
6" WALL
6" WALL

LIMIT OF WORK
-1.2%
-1.6%
-3.4%
-3.4%
-1.2%
-0.4%
-0.2%
793.69 RIM
792.81 FS
793.04 FS
793.77 FS=FG
793.75 FS=FG
792.72 FS
792.59 FS
792.70 FG
792.64 FS
793.60 FG
794.78 FG
796.81 FG
796.22 FS
792.71 FS=TW

END WALL
792.71 FS=TW 793.00 FS
793.60 TW
793.60 FS=TW
793.93 FG
795.37 RIM
796.01 FS
792.75 FS
793.75 TW
793.73 FS=FG
794.73 TW
(792.97 FG)
794.75 TW
(790.76 FG)
793.75 TW
795.75 FG
796.75 TW
(794.07 FG)
796.75 TW
792.57 FS
793.57 TW
(790.96 FG)
793.57 TW
780
790
800
780
790
800
10+00 10+10 10+20 10+30 10+40 10+45
8' CHAIN-LINK FENCE WALL

LIMIT OF WORK

EXISTING
GROUND
FIELD

LITTLE DALTON WASH

EXISTING
FENCE

22.52' CONCRETE
PAVING
780
790
800
780
790
800
10+00 10+10 10+20 10+30 10+40 10+45
8' CHAIN-LINK FENCE WALL

LIMIT OF WORK

EXISTING
GROUND
FIELD

LITTLE DALTON WASH

EXISTING
FENCE

8.50' CONCRETE
PAVING

5.18' LANDSCAPE
AREA

5.00' LANDSCAPE
AREA

GRADING PLAN
City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
10 Feet
0 20 40
SCALE: 1" = 10'
DETAIL 5: SOUTH WALK PATH
SCALE: 1" = 10'

SECTION D-D
SCALE: 1" = 10'

SECTION E-E
GRADING NOTES:

1. PROPOSED GRADING SHALL MATCH EXISTING GRADES
AT THE LIMIT OF WORK. WHERE PROPOSED GRADES

MEET EXISTING GRADES, CONTRACTOR SHALL BLEND

GRADES TO PROVIDE A SMOOTH TRANSITION

BETWEEN EXISTING AND NEW WORK AND ENSURE NO
PONDING AREAS ARE CREATED.

2. GRADE ALL AREAS TO DRAIN

3. PROPOSED WALKWAYS SHALL BE CONSTRUCTED
WITH A CROSS SLOPE OF NO MORE THAN 1.5% AND A
LONGITUDINAL SLOPE OF NO MORE THAN 4.5%.

4. CONTRACTORS SHALL MAINTAIN POSITIVE DRAINAGE

AWAY FROM ALL BUILDING FOUNDATIONS AND
STRUCTURES.

5. CONTRACTOR SHALL ADJUST UTILITY ELEMENTS
MEANT TO BE FLUSH WITH GRADE (I.E. UTILITY
MANHOLES, CATCH BASINS, ETC.) THAT ARE

AFFECTED BY SITE WORK OR GRADE CHANGES,

WHETHER SPECIFICALLY NOTED ON THE PLANS OR
NOT. MATCHLINE SEE DETAIL 5 ON SHEET
9 SD
W
W
OE OE
G
G
W
W
5 ROW - 15' WIDE 5 ROW - 15' WIDE

EXISTING LACFCD

LITTLE DALTON
WASH
MANHOLE - 1
LINE:DIVERSION - 1
STA:11+85.32
ACTUATED VALVE - 1
LINE:DIVERSION - 1
STA:10+86.74

PRE-TREATMENT UNIT
LINE:DIVERSION - 1
STA:10+65.49
POC@DIVERSION - 2
STA:10+00.00

CHANNEL DIVERSION STRUCTURE
LINE:DIVERSION - 1
STA:11+97.49

STORAGE INLET
LINE:DIVERSION - 1
STA:10+00.00
DIVERSION - 1 PROFILE
772
774
776
778
780
782
784
786
788
790
792
794
796
798
800
802
804
806
772
774
776
778
780
782
784
786
788
790
792
794
796
798
800
802
804
806
9+50 10+00 11+00 12+00 12+50
S=0.005
S=0.005
EX. MTD 1129 SD
STA: 11+13.40
TOP ELE: (797.66)
BOTTOM ELE: (793.99)
EX. 4" GAS LINE
STA: 10+97.59
TOP ELE: (796.52)
BOTTOM ELE: (796.12)
EX. 6" WATER LINE
STA: 11+02.75
TOP ELE: (796.89)
BOTTOM ELE: (796.49) STA: 11+97.49 787.31 INV STA: 11+82.40 787.23 INV STA: 10+82.24 786.73 INV STA: 10+59.07 786.62 INV STA: 11+88.24 787.26 INVSTA: 10+91.24 786.78 INV STA: 10+71.91 786.68 INV STA: 10+00.00 786.32 INV L=9'
30" RCP
L=91'
30" RCP
L=10'
30" RCP
L=59'
30" RCP

UNDERGROUND

INFILTRATION GALLERY
MAX. WATER
LEVEL DIVERSION - 2 LINE

FROM STORM DRAIN

EXISTING LITTLE

DALTON WASH

CHANNEL

DIVERSION

STRUCTURE
783.80 INV
RETURN - 1
STA: 11+30.50
TOP ELE: (788.89)
BOTTOM ELE: (787.56)

EXISTING
GROUND

PROPOSED
GROUND MANHOLE - 1 STA:11+85.32 RIM:799.38 ACTUATED VALVE - 1 STA:10+86.74 RIM:798.73 PRE-TREATMENT UNIT STA:10+65.49 RIM:798.43 S=0.005
DIVERSION - 2 PROFILE
772
774
776
778
780
782
784
786
788
790
792
794
796
798
800
802
804
806
772
774
776
778
780
782
784
786
788
790
792
794
796
798
800
802
804
806
9+50 10+00 11+00
S=0.010
EX. MTD 1129 SD
STA: 10+65.99
TOP ELE: (797.96)
(794.62) INV STA: 10+56.63 792.84 INV STA: 10+06.42 786.68 INV STA: 10+63.19 792.91 INV STA: 10+13.08 786.75 INV L=7'
12" RCP
L=7'
12" RCP
DIVERSION - 1 LINE

FROM LITTLE

DALTON WASH
L=35'
12" RCP STA: 10+51.63 792.79 INV STA: 10+16.92 792.45 INV EX. 6" WATER LINE
STA: 10+45.73
TOP ELE: (796.89)
BOTTOM ELE: (796.49)
EX. 4" GAS LINE
STA: 10+44.87
TOP ELE: (796.52)
BOTTOM ELE: (796.12)

EXISTING
GROUND

PROPOSED
GROUND MANHOLE - 2 STA:10+15.00 RIM:798.64 SD DIVERSION STRUCTURE STA:10+66.61 RIM:799.63 PRE-TREATMENT UNIT STA:10+65.49 RIM:798.43 ACTUATED VALVE - 2 STA:11+13.49 RIM:799.33 S=0.010
OUTLET - 1 PROFILE
772
774
776
778
780
782
784
786
788
790
792
794
796
798
800
802
804
806
772
774
776
778
780
782
784
786
788
790
792
794
796
798
800
802
804
806
9+50 10+00 11+00

EXISTING
GROUND

PROPOSED
GROUND

UNDERGROUND

INFILTRATION

GALLERY
MAX. WATER
LEVEL
783.80 INV

EXISTING LITTLE

DALTON WASH

CHANNEL
3' BAFFLE
WALL FILTER - 1 STA:10+27.11 RIM:796.64 SAMPLING MANHOLE STA:10+15.85 RIM:796.35 L=11'
15" RCP
L=14'
15" RCP
L=5'
15" RCP STA: 10+42.98 787.30 INV STA: 10+13.94 787.01 INV STA: 10+22.61 787.10 INV STA: 10+31.61 787.19 INV STA: 10+00.00 786.87 INV STA: 10+17.77 787.05 INV S=0.010 S=0.010
SD
SD
W
W
G
G
W
W
5 ROW - 15' WIDE
5 ROW - 15' WIDE
MANHOLE - 2
LINE:DIVERSION - 2
STA:10+15.00

SD DIVERSION STRUCTURE
LINE:DIVERSION - 2
STA:10+66.61
POC@MTD 1129
STA:1+42.87

PRE-TREATMENT UNIT
LINE:DIVERSION - 1
STA:10+65.49
POC@DIVERSION - 1
STA:10+65.49
EXISTING 36" RCP
LACFCD MTD 1129
DWG. NO. PF518448
ACTUATED VALVE - 2
LINE:DIVERSION - 1
STA:11+13.49
UE
W
5 ROW - 15' WIDE

EXISTING LACFCD

LITTLE DALTON WASH
FILTER - 1
LINE:OUTLET - 1
STA:10+27.11

SAMPLING MANHOLE
LINE:OUTLET - 1
STA:10+15.85

FLAP GATE
LINE:OUTLET - 1
STA:10+00.00

STORAGE OUTLET
LINE:OUTLET - 1
STA:10+42.98
W
W
G
G
W5 ROW - 15' WIDE

REMOVE EXISTING

BACKFLOW

PREVENTER

REMOVE EXISTING
6" WATER MAIN
HORIZ.: 1" = 30'
VERT.: 1" = 3'

PROFILE SCALE
Feet
0 30 60
DIVERSION - 1 PLAN DIVERSION - 2 PLAN OUTLET - 1 PLAN
1" = 30'
SCALE: 1" = 30' SCALE: 1" = 30' SCALE: 1" = 30'
2 2
2 2
1 9
15 9
11 12
10 13 1
2 9
15 9
11 12
10 4
11 UTILITY PLAN
11 15
15 4
City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
11 4
4 3
INSTALL CONCRETE DIVERSION STRUCTURE PER DETAIL 7 ON
SHEET 17
INSTALL 30” REINFORCED CONCRETE PIPE. TRENCHING AND
BEDDING PER SPPWC 3080-3
INSTALL 15” REINFORCED CONCRETE PIPE. TRENCHING AND
BEDDING PER SPPWC 3080-3

CONSTRUCTION NOTES
1 2
3 INSTALL 12” REINFORCED CONCRETE PIPE. TRENCHING AND
BEDDING PER SPPWC 3080-3
4 9

INSATALL MANHOLE PER DETAIL X ON SHEET X
INSTALL 48” I.D. STORM DRAIN DIVERSION STRUCTURE PER SPPWC 320-2
10 INSTALL HYDRODYNAMIC SEPARATOR. INSTALLATION AND
SPECIFICATIONS PER DETAIL 5 ON SHEET 15
11 12
INSTALL UNDERGROUND STORMWATER INFILTRATION UNIT.

INSTALLATION AND SPECIFICATIONS PER MANUFACTURER. SEE
STRUCTURAL DETAIL 6 ON SHEET 16
13 INSTALL BAFFLE WALL AND FIBERGLASS STOP LOGS PER DETAIL X ON SHEET 18
INSTALL ACTUATED VALVE AND VAULT PER DETAIL 1 ON SHEET 14 15 16

INSTALL PIPE CONNECTION TO EXISTING CHANNEL PER SPPWC
335-2
LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. UTILITIES

SHOULD BE LOCATED HORIZONTALLY AND VERTICALLY PRIOR TO

CONSTRUCTION
25 3
3 12
9 20
INSTALL 5.9 CFS FILTER. INSTALLATION AND SPEFICIATIONS PER DETAIL 12 ON SHEET 19
20 22
9 20
INSTALL FLAP GATE PER DETAIL 13 ON SHEET 14
22 12
16 16 22
3 13
26 27
28 BACKFLOW PREVENTER
SCALE: 1" = 10'

INSTALL N-PATTERN REDUCED PRESSURE BACKFLOW PREVENTER
PER SPPWC 512-3
26 INSTALL WATER METER PER DETAIL X ON SHEET 19
27 INSTALL 6" MECHANICAL COUPLING
28 INSTALL 90° 6" STEEL BEND WITH THRUST BLOCK
29 29
29 29
SD SD
W
W
W
G
G
G
W W W
W
W
W
5 ROW - 15' WIDE
FILTER - 2 5 ROW - 15' WIDE
LINE:OUTLET - 1
STA:10+46.15

CHECK VALVE VAULT
LINE:OUTLET - 1
STA:10+34.41

STORAGE OUTLET
LINE:OUTLET - 1
STA:10+46.15
45° BEND - 1
LINE:OUTLET - 2
STA:10+38.97

22.5° BEND - 1
LINE:OUTLET - 2
STA:11+33.99

22.5° BEND - 2
LINE:OUTLET - 2
STA:11+38.75
45° BEND - 2
LINE:OUTLET - 2
STA:11+50.24
45° BEND - 3
LINE:OUTLET - 2
STA:11+54.99
45° BEND - 4
LINE:OUTLET - 2
STA:12+23.25

STREAM INLET
LINE:OUTLET - 2
STA:13+12.66

PUMP STATION
LINE:OUTLET - 1
STA:10+36.87
OUTLET - 2 PROFILE
774
776
778
780
782
784
786
788
790
792
794
796
798
800
802
804
806
808
810
774
776
778
780
782
784
786
788
790
792
794
796
798
800
802
804
806
808
810
9+50 10+00 11+00 12+00 13+00 13+30
DIVERSION - 1
STA: 10+53.54
TOP ELE: (789.36)
BOTTOM ELE: (786.27)
EX. 6" WATER LINE
STA: 11+19.98
TOP ELE: (796.88)
BOTTOM ELE: (796.48)
EX. 4" GAS LINE
STA: 11+23.90
TOP ELE: (796.52)
BOTTOM ELE: (796.12)
EX. MTD 1129 SD
STA: 11+43.94
TOP ELE: (798.12)
BOTTOM ELE: (794.46)
S=1.000
S=0.021
S=0.020
S=0.000 STA: 11+38.75 792.33 INV STA: 11+50.24 792.33 INV STA: 13+11.32 800.28 INV STA: 11+33.99 794.30 INV STA: 10+38.97 794.30 INV STA: 12+23.25 798.52 INV STA: 11+54.99 797.09 INV STA: 10+37.39 794.30 INV L=17'
8" PVC
L=5'
8" PVC
L=68'
8" PVC
L=88'
8" PVC
L=2'
8" PVC
L=95'
8" PVC
L=11'
8" PVC

EXISTING
GROUND

PROPOSED
GROUND

UNDERGROUND

INFILTRATION

GALLERY
MAX. WATER
LEVEL
783.80 INV 22.5° BEND - 1 STA:11+33.99 22.5° BEND - 2 STA:11+38.75 45° BEND - 2 STA:11+50.24 45° BEND - 3 STA:11+54.99 CHECK VALVE VAULT STA:10+34.41 RIM:797.91 STREAM INLET STA:13+12.66 RIM:802.62 45° BEND - 1 STA:10+38.97 45° BEND - 4 STA:12+23.25

DRY CONDITION
WATER LEVEL PUMP STATION STA:10+36.87 RIM:797.72 FILTER - 2 STA:10+46.15 RIM:797.50 L=6'
12" RCP
L=6'
12" RCP
L=5'
8" DIP
S=0.005 STA: 10+46.15 785.80 INVSTA: 10+39.34 785.74 INV STA: 10+35.98 794.30 INV S=0.000 STA: 10+46.15 785.77 INV STA: 10+37.95 785.71 INV STA: 10+34.91 794.30 INV RETURN - 1 PROFILE
774
776
778
780
782
784
786
788
790
792
794
796
798
800
802
804
806
808
810
774
776
778
780
782
784
786
788
790
792
794
796
798
800
802
804
806
808
810
9+50 10+00 10+50 STA: 10+00.00 787.72 INV STA: 10+07.07 787.94 INV S=0.030
L=20'
12" RCP
L=7'
12" RCP STA: 10+27.11 788.54 INV

EXISTING
GROUND

PROPOSED
GROUND WYE STA:10+00.00 RIM:788.96 STREAM OUTLET STA:10+28.53 RIM:799.01 45° BEND STA:10+07.07 SD
SD
W
W
OE
G
G
W
5 ROW - 15' WIDE

STREAM OUTLET
LINE:RETURN - 1
STA:10+28.53
WYE
LINE:RETURN - 1
STA:10+00.00
POC@DIVERSION - 1
STA:11+30.50
45° BEND
LINE:RETURN - 1
STA:10+07.07
OUTLET - 3 PROFILE
772
774
776
778
780
782
784
786
788
790
792
794
796
798
800
802
804
806
772
774
776
778
780
782
784
786
788
790
792
794
796
798
800
802
804
806
9+50 10+00 10+90

EXISTING LITTLE

DALTON WASH

CHANNEL

EXISTING
GROUND

PROPOSED
GROUND

UNDERGROUND

INFILTRATION

GALLERY
MAX. WATER
LEVEL
783.80 INV
S=0.005 MANUAL VALVE STA:10+11.56 RIM:793.69 STA: 10+50.57 783.80 INV STA: 10+09.14 783.59 INV STA: 10+13.97 783.62 INV STA: 10+00.00 783.55 INV L=9'
12" RCP
L=37'
12" RCP
UE
UE
3 ROW - 15' WIDE
5 ROW - 15' WIDE

MANUAL VALVE
LINE:OUTLET - 3
STA:10+11.56

STORAGE OUTLET
LINE:OUTLET - 3
STA:10+50.57

FLAP GATE
LINE:OUTLET - 3
STA:10+00.00
HORIZ.: 1" = 30'
VERT.: 1" = 3'

PROFILE SCALE
Feet
0 30 60
17 18
4 6
18 24
OUTLET - 2 PLAN RETURN - 1 PLAN
SCALE: 1" = 30' SCALE: 1" = 30'
6 4
24 6
6 6
6 6
7 8
8 7
7 8
12 19
19 7
4 7
City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
1" = 30'

UTILITY PLAN
12 7
26 4
4 16 22
12 26
OUTLET - 3 PLAN
SCALE: 1" = 30'
4 16 22
12 7
7 8
6 12
21 14
17 13

CONSTRUCTION NOTES
INSTALL 12” REINFORCED CONCRETE PIPE. TRENCHING
AND BEDDING PER SPPWC 3080-3
4 INSTALL 8” PVC PIPE. TRENCHING AND BEDDING PER
SPPWC 3080-3
6 INSTALL 45° BEND AND THRUST BLOCK PER DETAIL 11
ON SHEET 18
7 8
12 INSTALL UNDERGROUND STORMWATER INFILTRATION
UNIT. INSTALLATION AND SPECIFICATIONS PER
MANUFACTURER. SEE STRUCTURAL DETAIL 6 ON
SHEET 16
13 INSTALL BAFFLE WALL AND FIBERGLASS STOP LOGS
PER DETAIL X ON SHEET 18
INSTALL WET WELL AND PUMP STATION PER DETAIL 8
ON SHEET 17
14 16

INSTALL PIPE CONNECTION TO EXISTING CHANNEL
PER SPPWC 335-2
INSTALL CHECK VALVE VAULT PER DETAIL 8 ON 17
17 INSTALL RECIRCULATION STREAM OUTLET PER
DETAIL 2 ON SHEET 14
18 INSTALL RECIRCULATION STREAM INLET PER DETAIL 3
ON SHEET 14
19 LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE.

UTILITIES SHOULD BE LOCATED HORIZONTALLY AND

VERTICALLY PRIOR TO CONSTRUCTION
25 INSTALL 300 GPM FILTER. INSTALLATION AND
SPEFICIATIONS PER DETAIL 12 ON SHEET 19
21 INSTALL FLAP GATE PER DETAIL 13 ON SHEET 14
22 INSTALL MANUAL VALVE AND VAULT PER DETAIL 14 ON
SHEET 19
23 INSTALL 12"-30" RCP WYE
24 4
4 5
6 INSTALL 8” DUCTILE IRON PIPE. TRENCHING AND
BEDDING PER SPPWC 3080-3
5 21
14 7
7 INSTALL 22.5° BEND AND THRUST BLOCK PER DETAIL 11
ON SHEET 18
INSTALL 12" MANUAL VALVE AND VAULT PER DETAIL 14
ON SHEET 19
26 N WABASH AVE

LITTLE DALTON WASH N MINNESOTA AVE

E DALTON AVE N MINNESOTA AVE
3 ROW - 15' WIDE
5 ROW - 15' WIDE 5 ROW - 15' WIDE
3 ROW - 15' WIDE 3 ROW - 21' WIDE 3 ROW - 15' WIDE
5 ROW - 15' WIDE 5 ROW - 15' WIDE5 ROW - 15' WIDE5 ROW - 15' WIDE 5 ROW - 15' WIDE 5 ROW - 15' WIDE SD SD SD SD SD SD
UE
UE
UE
OE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W
W
W
W
W
W
W

OE OE OE OE OE

OE OE OE
OE OE
G
G
G
G
G
G
G
G

G G G G G
W
W

W W W W W
W
W
W
W N. MINNESOTA AVE. N. WABASH AVE.N. MINNESOTA AVE.

E. DALTON AVE.

ALLEY
ALLEY

LITTLE DALTON WASH
A
A
N:1872481.56
E:6603246.80
N:1872481.56
E:6603376.80
N:1872356.56
E:6603376.80
N:1872356.56
E:6603461.80
N:1872256.56
E:6603461.80
N:1872256.56
E:6603416.80
N:1872246.56
E:6603416.80 N:1872246.56
E:6603246.80
130.00' 85.00'
235.00'
170.00' 45.00'

10.00'
100.00'

25.00'

45.00' N:1872281.56
E:6603416.80

UNDERGROUND SOLID BOTTOM

BAFFLE BOX WITH FIBERGLASS STOP
LOGS PER DETAIL X ON SHEET 18

30.00'

29.59'

22.20' Elevation
776
780
790
800
776
778
780
782
784
786
788
790
792
794
796
798
800
9+50 10+00 11+00 11+60
9+50 10+00 11+00 11+60

BAFFLE BOX WITH

FIBERGLASS STOP LOGS

INFILTRATION GALLERY PER
DETAIL 6 ON SHEET 16

PROPOSED GROUND

EXISTING GROUND

3.00'

7.00'
100.00'

25.00'

SOLID BOTTOM

WITH HOLES CORED

FOR INFILTRATION
SOLID
BOTTOM

3.00' DRY-WEATHER LEVEL

IN BAFFLE BOX

MAXIMUM LEVEL
2' GRAVEL LAYER
Feet
0 30 60
1" = 30'

INFILTRATION UNIT PLAN
City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
13 SECTION A-A
HORIZ.SCALE: 1" = 30'
VERT. SCALE: 1" = 3'

CONCRETE EDGE (TYP)
FILL MEDIA (SEE NOTE 4)

PERMEABLE INTERLOCKING
CONCRETE PAVERS (SEE NOTE 1)
2" NO. 8 STONE BEDDING LAYER
4" NO. 57 STONE BASE LAYER

EXISTING

PAVEMENT
8" NO. 2 STONE SUB

BASE LAYER
95% SUBGRADE COMPACTION.

AFTER COMPACTION, SCARIFY
SUBGRADE 1/4 IN TO 1/2 IN DEEP.
#4 CONT' BAR

TOP & BOT
6"

CROSS SECTION
(WIDTH PER PLANS) 12"
EXTEND FABRIC 12"

BOTH SIDES (TYP)
#4 CONT' BAR

TOP, BOT & CENT

VARIES (SEE PLANS)
3" CLR MIN

SEE PLANS FOR

GROUNDCOVER TYPE
1/8" RADIUS (TYP)

ROUNDED EDGE

TACK COAT
NOTES:

1. ALL PICP SHALL CONFORM TO ASTM D636 AND ACCESSIBLE DESIGN STANDARDS.

2. ELEVATION GRADIENT BETWEEN THE CONCRETE EDGE AND ADJACENT PICP SHALL NOT EXCEED 1/4"; OTHERWISE, PROVIDE 1:2 BEVEL ON EDGE OF GUTTER.

3. OPEN VOID FILL MEDIA AROUND PICP SHALL BE EITHER NO. 8, NO. 9, OR NO. 89 WASHED DRAINAGE STONE.

4. ALL AGGREGATE MATERIAL SHALL BE WASHED FREE OF FINES PRIOR TO PLACEMENT.

5. PAVER LAYOUT SHALL BE UNIFORM IN ALIGNMENT, GAP WIDTH, CONFIGURATION, AND APPROVED COLOR OR COLOR PATTERN. THERE SHALL BE NO ISOLATED LOW SPOT, MISALIGNMENT, ERRANT GAPS, BROKEN OR CRACKED PAVERS. THE FINISHED PAVED SURFACE SHALL NEITHER HAVE VERTICAL UNEVENNESS NOR HORIZONTAL JOINT VARIATIONS GREATER THAN 1/8 INCH OVER A 10 FEET DISTANCE ANY DIRECTIONS.

6. CONCRETE EDGES/CURBS SHALL HAVE CONTROL JOINTS SPACED AT 15'-0" ON CENTER. CONCRETE USED SHALL BE CLASS 520-C-2500.

7. A 1/4" EXPANSION JOINT FILLER MATERIAL SHALL BE INSTALLED BETWEEN ALL CONCRETE INSTALLATIONS.

NON WOVEN FILTER FABRIC (TYP)

ACTUATED VALVE DETAIL
NTS
1 RECIRCULATION STREAM OUTLET DETAIL
NTS
2 CIVIL DETAILS
14 City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION

RECIRCULATION STREAM INLET DETAIL
NTS
3 PERMEABLE PAVEMENT DETAIL
NTS
4 FLOW
(FROM

WET WELL)

CONNECT TO
PROPOSED 8" PVC
PIPE
SCHEDULE 80 PVC
90-DEGREE ELBOW

BOTTOM OF PROPOSED

RECIRCULATION STREAM
8" DIAMETER
SCHEDULE 80 PVC PIPE
8" X 12" SCHEDULE 80

PVC REDUCER
6"

PER PLAN

FLOW FLOW

RECIRCULATION STREAM SURFACE
12" DIAMETER ATRIUM GRATE
FLOW
(TO DIVERSION - 1
LINE)
FLOW

RECIRCULATION STREAM SURFACE
FLOW
SCHEDULE 80 PVC
90-DEGREE ELBOW

BOTTOM OF PROPOSED

RECIRCULATION STREAM
12" DIAMETER
SCHEDULE 80 PVC PIPE
2"

PER PLAN
12" DIAMETER ATRIUM GRATE

CONNECT TO
PROPOSED 12"
RCP PIPE T+0.33"

VALVE TYPE

PER STORM
DRAIN PLANS H = VARIES AS INDICATED ON CIVIL PLANS

FOUNDATION PLAN FOR

ACTUATED VALVE VAULT

ROOF PLAN FOR

ACTUATED VALVE VAULT

ACTUATED VALVE

VAULT SECTION
T A T
T
B
T 0.5'
T 0.5' 3' 1.25' 2.5'
T 0.5'

0.5' T A T 0.5'
T T
T 1'

VAULT DIMENSION SCHEDULE

PIPE DIAMETER A B C D
12" 4'-0" 6'-0" 2'-0" 4'-0"
30" 7'-0" 8'-0" 4'-0" 6'-0"

CONCRETE MAT FOUNDATION

EDGE OF FOUNDATION

PIPE SIZE AND MATERAIL

SEE CIVIL SHEETS FOR TYPE,

SIZE, AND LOCATIONS

ACTUATED

PLUG VALVE
PENETRATION SEAL TYP.

S.S. LADDER PER

SPPWC STANDARD
PLAN 635-3.

BILCO TYPE "JD-AL H20" ALUM.

STEEL DOUBLE LEAF EQUIPMENT

HATCH WITH INTEGRATED FALL

PROTECTION GRATING OR

APPROVED EQUAL

FINISHED GRADE
1'-0" DEEP CONCRETE ROOF BEAM W/
3 - #8 BOTTOM LONGITUDINAL BARS, 3
- #5 TOP LONGITUDINAL BARS & #4
STIRRUPS AT 1'-0" O.C.

ROUGHENED
SURFACE TYP.

PENETRATION
SEAL TYP.

1.0' DIA X 2.0' DEEP FRENCH
DRAIN W/ 1.5" GRAVEL SEE
SPECS

PRECAST CONCRETE UTILITY VAULT

PRECAST

CONCRETE

UTILITY VAULT

WALL AND FOUNDATION THICKNESS

SCHEDULE
CONCRETE ELEMENT THICKNESS (IN.)
WALL, HEIGHT (H) <= 9 T = 12
WALL, HEIGHT (H) > 9 T = 16
MAT FOUNDATION T + 4
D
C

HDPE FLAP GATE MODEL

PTK-G BY WESTATLANTIC

TECH CORP OR

APPROVED EQUAL
FLOW

WALL OF EXISTING OR

PROPOSED STRUCTURE
(P) PIPE PER PLAN

EMBEDMENT PER

MANUFACTURER

FLAP GATE MOUNTED WITH

ANCHOR BOLTS PROVIDED

BY MANUFACTURER AND

EPOXY GROUTED IN PLACE

FLAP GATE DETAIL
NTS
13 CIVIL DETAILS

PRE-TREATMENT UNIT DETAIL
NTS 5
City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____ R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
15 INFILTRATION GALLERY DETAIL
NTS 6

CIVIL DETAILS
16 City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____ R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION

CIVIL DETAILS

PUMP DETAIL
NTS
8 City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
17 DIVERSION STRUCTURE DETAIL
NTS
7 ROLLED CURB AND GUTTER

PER ROLLED CURB AND

GUTTER DETAIL

FULL EXPANSION JOINT

FULL EXPANSION JOINT

VERTICAL CURB AND
GUTTER (NOTE 2)

BACK OF SIDEWALK
12" R
4' TRANSITION
6"
12"
12"

1. ALIGN BACK OF VERTICAL, TRANSITION, AND ROLLED CURB PARALLEL TO FRONT OF SIDEWALK.

2. REFER TO SPPWC 120-2 CURB AND GUTTER TYPE A2-6(150).

NOTES
6"
6"
18"
12" R
6"
6"
12" 12"
SLOPE 8.3%
1"

ROLLED CURB AND

GUTTER DETAIL
2' MIN.
1'
D (FT.)
2' MIN.

B (FT.)

ANGLE OF

FITTING

SUPPORT PIPE ADEQUATELY

UNTIL THRUST BLOCK AND

PROPERLY COMPACTED

BACKFILL IS IN PLACE

PIECE OF TAR PAPER

EXCAVATION SIDEWALL

UNDISTURBED MATERIAL

EXCAVATION SIDEWALL

UNDISTURBED MATERIAL

FINISHED GRADE FITTING BELL TO BE KEPT
FREE FROM CONCRETE (TYP.)
CEM. CON. THRUST BLOCK
(SAME AS FOR TEE)

TYPICAL SECTION PIPE-BEND

PIPE SIZE

DIMENSION

TEE/CAP
90°
45°

22.5° *
B D
6"
3 3
3 3
2 2
2 2
B D
8"
3 3
3 3
2 2
2 2
B D
10"
4 4
4 4
2 2
2 2
B D
12"
4 4
4 4
3 4
2 3
B D
16"
6 5
8 5
5 5
3 4
B D
24"
14 6
9 7
6 6
14 6

THRUST BLOCK SCHEDULE
* USE SIMILAR DIMENSIONS FOR BENDS SMALLER THAN 22.5°

CIVIL DETAILS
City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
18 24" X 24" DRAIN INLET DETAIL
NTS
9 ROLLED CURB AND GUTTER DETAIL
NTS
10 THRUST BLOCKS FOR ALL NEW PIPES
NTS
11 MANUAL VALVE VAULT DETAIL
SCALE: NTS

ENTIRE INTERIOR & EXTERIOR

SHOP APPLIED EPOXY COATINGS
(WHITE ON INSIDE)
STEEL STEP PER SPPWC 635-3

CONCENTRIC CONE
24"

DIAMETER
36" INSIDE

DIAMETER

MANHOLE FRAME AND COVER WITH

NON-PENETRATING PICK HOLES

EXCAVATE TO FIRM

STABILIZED BASE MATERIAL
(UNDISTURBED)
144" MIN.
144"
MIN.

AASHTO #57

BASE MATERIAL

FINISH GRADE
ALL CONCRETE SHALL BE 4,000 PSI

POURED-IN-PLACE

CONCRETE
BASE 1' MIN

ALL CASTINGS FACTORY COATED
RISERS OF STD. CONC. IN MULTIPLES OF
1, 2, 3, & 4 FOOT OR MORE LENGTH TO

SUIT ANY DEPTH TO WITHIN ONE FOOT
JOINTS TO BE MFG.

STD. "PIPELINE" TIGHT

WITH APPROVED
JOINT MATERIAL.

APPROVED WATERTIGHT, FLEXIBLE JOINT
(PIPE TO MANHOLE) PER A.S.T.M. C443
KEY WITH 3/4" TAPER SEALED WITH

EMBECO TYPE GROUT
A A

SECTION A-A
VALVE
VALVE VAULT PROPOSED 12" RCP

INSTALL NO MORE THAN TWO

CONCRETE ADJUSTMENT
RING. BOTH RINGS SHALLL BE
NO MORE THAN 6" THICK
12"

PIPE INVERT PER

CIVIL SHEETS

CIVIL DETAILS
City Engineer RCE 51197 Date
Approved By:
57 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 04/18/2023
No. DESCRIPTION Appr Date:

PLAN NO. ____
R
Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

YW
90% PLANS NOT FOR CAS

CONSTRUCTION
19 FILTER DETAIL
NTS
12 MANUAL VALVE VAULT DETAIL
NTS
14 20 LEGEND 57 60% PLANS NOT FOR CONSTRUCTION 11/20/2022Engineering Division CITY OF GLENDORA Approved By: Drawn By: Plan No's.: MULTI-BENEFIT STORMWATER CAPTURE PROJECT FINKBINER PARK City Engineer RCE Date Date: Sheet of Scale: File No.: NO. REVISIONS REVISED BY APPROVED BY DATE XXXXXX CHECKER: GDW DRAFTER: XX/XX/XX DATE: FY DESIGNER: RCE: DATE: SIGNATURE: _______________________ XXXXX XX/XX/XX STAMP 60 N DAISY AVE, SUITE 2C PASADENA, CA. 91107 (626) 788-3004 GDW E-1 NTS

N WABASH AVE

LITTLE DALTON WASH

N MINNESOTA AVE E DALTON AVE

N MINNESOTA AVE
N. MINNESOTA AVE.

N. WABASH AVE.

N. MINNESOTA AVE. E. DALTON AVE. ALLEY LITTLE DALTON WASH ALLEY LITTLE DALTON WASH 57 60% PLANS NOT FOR CONSTRUCTION 11/20/2022Engineering Division CITY OF GLENDORA Approved By: Drawn By: Plan No's.: MULTI-BENEFIT STORMWATER CAPTURE PROJECT FINKBINER PARK City Engineer RCE Date Date: Sheet of Scale: File No.: NO. REVISIONS REVISED BY APPROVED BY DATE XXXXXX CHECKER: GDW DRAFTER: XX/XX/XX DATE: FY DESIGNER: RCE: DATE: SIGNATURE: _______________________ XXXXX XX/XX/XX STAMP 60 N DAISY AVE, SUITE 2C PASADENA, CA. 91107 (626) 788-3004 21 SITE PLAN GDW E-2 1" = 30' 30 15 0 30 60 90 SCALE: 1" : 30' C009
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ENGINEERING
60 N DAISY AVE, SUITE 2C
PASADENA, CA. 91107
(626) 788-3004

ENLARGED PROPOSED SITE PLAN
3/16" = 1'-o·
STAMP NO. REVISIONS
SIGNATURE: ________ _
RCE:XXXXX DATE:XX/XX/XX
,--

REVISED BY APPROVED BY DATE
engineering, in C
DESIGNER: DRAFTER: CHECKER: DATE:

FY GDW xxxxxx XX/XX/XX
4 2 0 4 8
SCALE: 3/16": 1'-0"
60% PLANS NOT FOR

CONSTRUCTION

CITY OF

GLENDORA
Engineering
Division

FINKBINER PARK
MUL Tl-BENEFIT STORMWATER CAPTURE PROJECT

ENLARGED SITE PLAN
Approved By: Plan No's.: E-3 Scale: 3/16" = 1 '-0"
Drawn By: GDW
City Engineer RCE Date Date: 11/20/2022
Sheet 22 of 57
File No.:
57 60% PLANS NOT FOR CONSTRUCTION 11/20/2022Engineering Division CITY OF GLENDORA Approved By: Drawn By: Plan No's.: MULTI-BENEFIT STORMWATER CAPTURE PROJECT FINKBINER PARK City Engineer RCE Date Date: Sheet of Scale: File No.: NO. REVISIONS REVISED BY APPROVED BY DATE XXXXXX CHECKER: GDW DRAFTER: XX/XX/XX DATE: FY DESIGNER: RCE: DATE: SIGNATURE: _______________________ XXXXX XX/XX/XX STAMP 60 N DAISY AVE, SUITE 2C PASADENA, CA. 91107 (626) 788-3004 23 SINGLE-LINE DIAGRAM GDW E-4 NTS 57 60% PLANS NOT FOR CONSTRUCTION 11/20/2022Engineering Division CITY OF GLENDORA Approved By: Drawn By: Plan No's.: MULTI-BENEFIT STORMWATER CAPTURE PROJECT FINKBINER PARK City Engineer RCE Date Date: Sheet of Scale: File No.: NO. REVISIONS REVISED BY APPROVED BY DATE XXXXXX CHECKER: GDW DRAFTER: XX/XX/XX DATE: FY DESIGNER: RCE: DATE: SIGNATURE: _______________________ XXXXX XX/XX/XX STAMP 60 N DAISY AVE, SUITE 2C PASADENA, CA. 91107 (626) 788-3004 24 SCHEDULESGDW E-5 NTS LOCAL CONTROL PANEL (LCP-1) DEADFRONT LAYOUT NO SCALE PROPOSED SUBPLATE LAYOUT SCALE: NTS 57 60% PLANS NOT FOR CONSTRUCTION 11/20/2022Engineering Division CITY OF GLENDORA Approved By: Drawn By: Plan No's.: MULTI-BENEFIT STORMWATER CAPTURE PROJECT FINKBINER PARK City Engineer RCE Date Date: Sheet of Scale: File No.: NO. REVISIONS REVISED BY APPROVED BY DATE XXXXXX CHECKER: GDW DRAFTER: XX/XX/XX DATE: FY DESIGNER: RCE: DATE: SIGNATURE: _______________________ XXXXX XX/XX/XX STAMP 60 N DAISY AVE, SUITE 2C PASADENA, CA. 91107 (626) 788-3004 25 LOCAL CONTROL PANEL LAYOUT GDW E-6 NTS 57 60% PLANS NOT FOR CONSTRUCTION 11/20/2022Engineering Division CITY OF GLENDORA Approved By: Drawn By: Plan No's.: MULTI-BENEFIT STORMWATER CAPTURE PROJECT FINKBINER PARK City Engineer RCE Date Date: Sheet of Scale: File No.: NO. REVISIONS REVISED BY APPROVED BY DATE XXXXXX CHECKER: GDW DRAFTER: XX/XX/XX DATE: FY DESIGNER: RCE: DATE: SIGNATURE: _______________________ XXXXX XX/XX/XX STAMP 60 N DAISY AVE, SUITE 2C PASADENA, CA. 91107 (626) 788-3004 26 LOCAL CONTROL PANEL WIRING DIAGRAM GDW E-7 NTS □
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CONSTRUCTION
2"
(REF)
PVC SCHED 40 SLEEVE AND
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MECHANICAL LINK
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CONDUIT
---- FOR EXISTING WALLS,

CORE OUT OPENING

AND SEAL WITH

NON-SHRINK GROUT
EXTER

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DETAIL f A--"\ ' '
NTS
DO NOT USE BELOW GRADE \'-.

CAST IRON VALVE BOX. TOP
CAST WITH LETTER "E". \
\
' ' ' ' FINISHED GRADE

PAVEMENT--,
OR \ \
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3/4" GROUND ROD CONNECTOR

BRONZE U-BOL T TYPE
FILL TO LE0ffH S�::i_/
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BELOW

CONDUITS,

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1. INSTALLATION OF DIRECT BURIAL DUCT BANKS WHICH INCLUDE THREE

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DETAIL.

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ENCASED POWER DUCTBANK
DETAIL
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CONCRETE OR MASONRY
- "Z" TYPE FITTING
• LEAD OR MALLEABLE
<='-IRON EXPANSION
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PIPE CLAMPS
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BEAM CLAMP
·-THREADED
ROD

BUILDING STEEL
BEAM CLAMPS----- , STRUT •
1 /2" HEX NUT
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ENGINEERING
60 N DAISY AVE, SUITE 2C
PASADENA, CA. 91107
(626) 788-3004
SIGNATURE: ________ _
RCE:XXXXX DATE:XX/XX/XX

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CITY OF

GLENDORA

FINKBINER PARK
Engineering
Division
MUL Tl-BENEFIT STORMWATER CAPTURE PROJECT

ELECTRICAL DETAILS
engineering,
•
I n C Approved By: Plan No's.: E-8 Scale: NTS
DRAFTER: CHECKER: DATE:

GDW xxxxxx XX/XX/XX
City Engineer RCE Date
Drawn By: GDW
Date: 11/20/2022
Sheet 27 of 57
File No.:
57 60% PLANS NOT FOR CONSTRUCTION 11/20/2022Engineering Division CITY OF GLENDORA Approved By: Drawn By: Plan No's.: MULTI-BENEFIT STORMWATER CAPTURE PROJECT FINKBINER PARK City Engineer RCE Date Date: Sheet of Scale: File No.: NO. REVISIONS REVISED BY APPROVED BY DATE XXXXXX CHECKER: GDW DRAFTER: XX/XX/XX DATE: FY DESIGNER: RCE: DATE: SIGNATURE: _______________________ XXXXX XX/XX/XX STAMP 60 N DAISY AVE, SUITE 2C PASADENA, CA. 91107 (626) 788-3004 28 LEGEND GDW I-1 NTS LCP
57 60% PLANS NOT FOR CONSTRUCTION 11/20/2022Engineering Division CITY OF GLENDORA Approved By: Drawn By: Plan No's.: MULTI-BENEFIT STORMWATER CAPTURE PROJECT FINKBINER PARK City Engineer RCE Date Date: Sheet of Scale: File No.: NO. REVISIONS REVISED BY APPROVED BY DATE XXXXXX CHECKER: GDW DRAFTER: XX/XX/XX DATE: FY DESIGNER: RCE: DATE: SIGNATURE: _______________________ XXXXX XX/XX/XX STAMP 60 N DAISY AVE, SUITE 2C PASADENA, CA. 91107 (626) 788-3004 29 PROCESS AND INSTRUMENTATION DIAGRAM GDW I-2 NTS M M LCP
57 60% PLANS NOT FOR CONSTRUCTION 11/20/2022Engineering Division CITY OF GLENDORA Approved By: Drawn By: Plan No's.: MULTI-BENEFIT STORMWATER CAPTURE PROJECT FINKBINER PARK City Engineer RCE Date Date: Sheet of Scale: File No.: NO. REVISIONS REVISED BY APPROVED BY DATE XXXXXX CHECKER: GDW DRAFTER: XX/XX/XX DATE: FY DESIGNER: RCE: DATE: SIGNATURE: _______________________ XXXXX XX/XX/XX STAMP 60 N DAISY AVE, SUITE 2C PASADENA, CA. 91107 (626) 788-3004 30 PROCESS AND INSTRUMENTATION DIAGRAM GDW I-3 NTS M

N WABASH AVE

LITTLE DALTON WASH

N MINNESOTA AVE E DALTON AVE

N MINNESOTA AVE
UE
City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA OVERALL LANDSCAPE PLAN 31 BLEACHERS, SEE CONSTRUCTION DETAILS FOR DIMENSIONS AND SPECIFICATIONS (TYPICAL) ABBREVIATIONS ABACB.C. BOC CBCCCLR CODIA DIP EELEV, EL EWEXIST, EX FCFFE FGFSFLFTGBHPIEINLLFLGLPMH AGGREGATE BASE ASPHALT CONCRETE BIORETENTION CELL BOTTOM OF CURB CATCH BASIN CURB CUT CLEAR CLEAN OUT DIAMETER DUCTILE IRON PIPE EAST ELEVATION EACH WAY EXISTING FACE OF CURB FINISHED FLOOR ELEVATION FINISHED GRADE FINISHED SURFACE FLOWLINE FEET/FOOT GRADE BREAK HIGH POINT - SPOT ELEVATION INVERT ELEVATION INCH/INCHES LENGTH OF CURVE LINEAL FOOT/FEET LONG LOW POINT - SPOT ELEVATION MANHOLE (626) 914-8246 (626) 914-8256 (626) 914-8216 (626) 914-8250 (626) 963-5719 (909) 592-3772 (626) 813-4512 (818) 701-2516 (626) 914-4382/252 (626) 963-1821 PUBLIC WORKS DEPARTMENT CITY OF GLENDORA WATER DIVISION ENGINEERING DIVISION - PROJECT COORDINATOR POLICE DEPARTMENT (24 HR. EMERGENCY) FIRE DEPARTMENT (CONSTRUCTION NOTIFICATION) SOUTHERN CALIFORNIA EDISON VERIZON SOUTHERN CALIFORNIA GAS CO. TIME WARNER CABLE CITY/AGENCY NOTIFICATION: CONSTRUCTION NOTES: 1. CONCRETE, MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT TWENTY EIGHT (28) DAYS. 2. CEMENT: CONFORM TO A.S.T.M. C150 AND AGGREGATE SHALL CONFORM TO A.S.T.M. C33. 3. CONCRETE SLUMP: MAXIMUM SLUMP 4 INCHES, EXCEPT FOR FOUNDATIONS WHICH MAY HAVE A 5 INCH MAXIMUM SLUMP. 4. CONSTRUCTION TO BE PLUMB AND TRUE UNLESS OTHERWISE NOTED OR INDICATED. 5. REBAR AND FOOTING SIZES, IF SHOWN, ARE FOR BIDDING PURPOSES ONLY. VERIFY WITH OWNER'S STRUCTURAL OR SOILS ENGINEER THE NEED FOR ALL REINFORCING, BASE MATERIAL, PRE SATURATION AND OTHER STRUCTURAL REQUIREMENTS. 6. PAVING AND CONCRETE CONTRACTORS ARE TO COORDINATE AND COOPERATE WITH THE ELECTRICAL, DRAINAGE AND IRRIGATION SYSTEMS INSTALLATION FOR REQUIRED SLEEVES, PIPES, AND CONDUITS UNDER PAVING. 7. PRIOR TO LAYOUT OF UNDERGROUND IMPROVEMENTS, REFER TO PLANTING PLANS FOR TREE LOCATIONS. STAKE TREES AND OUTLINE SPECIFIED BOX SIZE. ROUT UNDERGROUND DRAINAGE, ELECTRICAL AND IRRIGATION PIPING OUTSIDE EXCAVATION REQUIRED FOR TREES. 8. ALLOW AT LEAST 6-8 WEEKS TIME FOR PLACEMENT OF ORDER UNTIL DELIVERY ON ANY MANUFACTURED ITEM UNLESS OTHERWISE NOTED. 9. REFER TO FINISH GRADING/DRAINAGE PLANS FOR VERTICAL DIFFERENCES, GRADES AND DRAINAGE SYSTEMS. 10. WRITTEN DIMENSIONS AND DETAILS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 11. VERIFY AND BE RESPONSIBLE FOR DIMENSIONS AND CONDITIONS AT THE JOB SITE. REPORT DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT. 12. CONFORM TO LATEST UNIFORM BUILDING CODE AND APPLICABLE GOVERNING AGENCY CODES AND ORDINANCES. NO PART OF THE CONTRACT DOCUMENTS ARE INTENDED TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST, NOTIFY LANDSCAPE ARCHITECT AND OWNER. 13. COORDINATE AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND INTERFACING WORK OF OTHER TRADES. GRADING NOTES: 1. PRIOR TO CONSTRUCTION, VERIFY EXISTING AND PROPOSED GRADES, UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES, STREET IMPROVEMENTS, AND FINISH FLOOR ELEVATIONS WITH THE CONTRACT DOCUMENTS. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY UPON DISCREPANCIES. 2. GRADING PLANTING AREAS TO CATCH BASINS AT 2% MINIMUM (UNLESS SHOWN OTHERWISE ON PLANS). 3. PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. 4. CONCRETE WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND SHALL MEET GOVERNING AGENCY REQUIREMENTS. 5. INSTALL DRAIN LINES IN SMOOTH, CONTINUOUS SLOPE AT 12% (3" IN 50') FALL UNLESS NOTED OTHERWISE. INSTALL INLETS IN PAVING POSITIONED IN ALIGNMENT WITH ADJACENT MATERIAL. 6. PROVIDE PIPE AS SHOWN OR IF NOT SHOWN, AS REQUIRED TO CONNECT DRAIN INLETS AND PROVIDE A COMPLETE DRAINAGE SYSTEM. 7. CORE DRILL AND DAYLIGHT DRAIN LINE THROUGH FACE OF EXISTING CURB ABOVE FLOW LINE. VERIFY LOCATION AND INVERT IN THE FIELD. 8. ESTABLISH FINISH GRADES IN SHRUB AREAS 2 INCHES BELOW ADJACENT PAVING SURFACE AND 1 INCH BELOW ADJACENT PAVING SURFACE FOR LAWN AREAS. 9. REFER TO THE CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL DRAINAGE SYSTEMS NOT FULLY SHOWN HERE. COORDINATE INSTALLATION OF ENTIRE DRAINAGE SYSTEM SHOWN ON LANDSCAPE AND CIVIL DRAWINGS. 10. COORDINATE ROUTING OF DRAINAGE PIPE AROUND TREE PIT LOCATIONS INDICATED ON PLANTING PLANS. 11. MAINTAIN "AS-BUILT" DRAWINGS OF DRAINAGE PIPE ROUTING. SUBMIT MYLAR REPRODUCIBLE "AS-BUILT" TO OWNER UPON COMPLETION OF THE WORK. 12. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE DESIGN. SUCH EXISTING CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND/OR OWNER. ASSUME FULL RESPONSIBILITY FOR NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. GENERAL NOTES: 1. SEE CIVIL ENGINEERS DRAWINGS FOR GRADING AND DRAINAGE INFORMATION NOT SHOWN IN THESE DRAWINGS. 2. UPON EXECUTION OF THE CONTRACT, PROVIDE THE LANDSCAPE ARCHITECT AND OWNER WITH A CRITICAL PATH SCHEDULE TO INCLUDE EACH ITEM, LEAD TIME, ORDER AND INSTALLATION DATE FOR SUBSTANTIAL COMPLETION. 3. PROVIDE FOR POSITIVE DRAINAGE. NOTIFY LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE OTHERWISE. MAINTAIN FLOWLINES AND DRAINAGE PATTERNS AS INDICATED ON GRADING DRAWINGS. 4. VERIFY AND STAKE LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5. REPAIR AND REPLACE ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTION. 6. CHECK DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES BETWEEN THE DRAWINGS AND THE SPECIFICATIONS WITH FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE OWNER. 7. VERIFY PROPERTY LINES PRIOR TO COMMENCING WORK. NO CONSTRUCTION ITEM, INCLUDING FOOTINGS, SHALL EXTEND BEYOND PROPERTY LINE. 8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH THE WORK, PIPING, CONDUIT AND SLEEVES SHALL BE SET IN PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. 9. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE. CONSTRUCTION MEANS AND METHODS, SAFETY PROCEDURES, BRACING, TEMPORARY SUPPORTS, AND SHORING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. 10. GIVE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS NOTICE FOR REQUIRED OR REQUESTED JOB SITE VISIT. 11. FORMS AND ALIGNMENT OF PAVING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. 12. FOR SUBMITTALS, SAMPLES AND SHOP DRAWINGS REQUESTED, SUBMIT TO LANDSCAPE ARCHITECT WITH ONE COPY TO THE OWNER UNLESS OTHERWISE SPECIFIED. 13. PROPOSED SURFACES SHALL MEET EXISTING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. 14. DIMENSIONS ARE FROM OUTSIDE FACE OF THE BUILDING, PAVING AND WALLS UNLESS OTHERWISE NOTED. ANGLES ARE 90 OR 45 UNLESS OTHERWISE NOTED. 15. COORDINATE AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND INTERFACING WORK OF OTHER TRADES. 16. MATERIALS AND WORKMANSHIP, CONFORM TO LATEST UNIFORM BUILDING CODES AND APPLICABLE GOVERNING AGENCY CODES AND ORDINANCES. NO PART OF CONTRACT DOCUMENTS TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST, NOTIFY LANDSCAPE ARCHITECT AND OWNER. SCALE: 1" = 30'-0" 0 15 30 60 MAX MIN MISC NNAVD NGAS NIC NTS OCODOEOHP PAPCC PIV POB POC POE PSI PVMT RIMSCH, SCHED SECT SFSLP SPEC. SQ. SSCO SSWR MAXIMUM MINIMUM MISCELLANEOUS NORTH NORTH AMERICAN VERTICAL DATUM NATURAL GAS NOT IN CONTRACT NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD ELECTRIC OVERHEAD POWER POLE PLANTING AREA PORTLAND CEMENT CONCRETE POST INDICATOR VALVE POINT OF BEGINNING POINT OF CONNECTION POINT OF ENDING POUNDS PER SQUARE INCH PAVEMENT RIM ELEVATION SCHEDULE SECTION SQUARE FEET SLOPE SPECIFICATION SQUARE SANITARY SEWER CLEAN OUT SANITARY SEWER STA STD TEMP THK TOC, TC TYP VAR VIF W.S. STATION STANDARD TEMPORARY THICK TOP OF CURB TYPICAL VARIES VERIFY IN FIELD WATER SURFACE LANDSCAPE PLAN LEGEND INTERLOCKING CONCRETE PAVERS - SEE CIVIL PLANS FOR INSTALLATION AND SPECIFICATIONS FOR FINISH SPORTS COURT SURFACE - SEE CIVIL PLANS FOR INSTALLATION AND SPECIFICATIONS FOR COLOR PATTERN AND FINISH FINKBINER PARK OVERALL LANDSCAPE PLAN SOD - TIFTUF BERMUDA CERTIFIED - NATURAL TURF PLAY FIELD ARTIFICIAL TURF INFIELD SKIN SURFACE NATIVE DROUGHT TOLERANT LANDSCAPE RECIRCULATING STREAM INTEGRAL COLOR TINTED PCC SLAB/PAVEMENT WITH SURFACE RETARTER FINISH - SEE SPECIFICATIONS FOR FINISH PCC PATHWAY LIGHT GRAY CONCRETE - SEE SPECIFICATIONS FOR FINISH LITTLE LEAGUE SOFTBALL FIELD #1 LITTLE LEAGUE SOFTBALL FIELD #2 LITTLE LEAGUE SOFTBALL FIELD #3 LITTLE LEAGUE SOFTBALL FIELD #4 BASKETBALL COURT LIGHT GRAY CONCRETE WITH BROOM FINISH NATURAL TURF SPORTS SURFACE INTEGRAL COLOR CONCRETE WITH SANDED CONCRETE FINISH COURT SURFACE WITH BLUE / GRAY COLORS INTEGRAL COLOR CONCRETE WITH SANDED CONCRETE FINISH GRAY PERMEABLE PAVERS PICNIC AREA WITH DECOMPOSED GRANITE 3-ROW SOFTBALL FIELD BLEACHERS SOFTBALL FIELD DUGOUT SOFTBALL BACKSTOP FENCING (TYPICAL OF 4) WATER METER AND BACKFLOW DEVICE - IRRIGATION POINT OF CONNECTION - SEE CIVIL PLANS 5-ROW SOFTBALL FIELD BLEACHERS FIELD HIGH VOLTAGE LIGHTING DRINKING FOUNTAIN FLAG POLE DECOMPOSED GRANITE PATH REMOVABLE BOLLARD PICNIC TABLE BENCH TRASH AND RECYCLING RECEPTACLES 5-ROW SOFTBALL FIELD BLEACHERS INFIELD SKIN SURFACE HALF BASKETBALL COURT NATIVE LANDSCAPING INTEGRAL COLOR CONCRETE WITH SANDED CONCRETE FINISH LIGHT GRAY CONCRETE WITH BROOM FINISH ARTIFICIAL TURF CLASS I PATH U12 YOUTH SOCCER FIELD MARKINGS (FOR REFERENCE ONLY) LIGHT GRAY CONCRETE WITH BROOM FINISH VEHICULAR ACCESS GATE TO SOFTBALL FIELDS VEHICULAR ACCESS GATE TO SOFTBALL FIELDS DECOMPOSED GRANITE U10 YOUTH SOCCER FIELD MARKINGS (FOR REFERENCE ONLY) BELOW GROUND STORWATER STORAGE INTEGRAL COLOR CONCRETE WITH SANDED CONCRETE FINISH 4'-0" CHAINLINK FENCE - SEE CIVIL PLANS 4'-0" CHAINLINK FENCE - SEE CIVIL PLANS

N WABASH AVE

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N MINNESOTA AVE E DALTON AVE

N MINNESOTA AVE
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W CODE DESCRIPTION DETAIL SITE AMENITIES BASEBALL DUGOUT A/43 BASKETBALL GOAL AND CURVED POST A/44 BASKETBALL COURT B/44 FIELD 1 A/45 FIELD 2 A/45 FIELD 3 A/45 FIELD 4 A/45 FENCE 8`-0" CHAIN-LINK FENCE A/39 8`-0" TALL CHAIN-LINK DOUBLE-LEAF GATE B/39 5`-0" WIDE GALVANIZED CHAIN-LINK PEDESTRIAN GATE A/40 20`-0" CHAIN-LINK BACKSTOP A/41 30`-0" CHAIN-LINK BACKSTOP B/41 8' HIGH X 4' WIDE CHAIN LINK SINGLE LEAF GATE WITH TRILOGY LOCK AND PANIC HARDWARE A/47 PAVING CONCRETE PAVING A/37 DECOMPOSED GRANITE WITH METAL EDGE H/37 NATURAL TURF C/37 CONCRETE SLAB ON GRADE D/37 SPORT COURT SURFACE C/44 A-01 A-02 A-03 A-04 A-05 A-06 A-07 F-01 F-02 F-03 F-04 F-05 F-06 P-01 P-02 P-03 P-04 P-05 REFERENCE NOTES SCHEDULE SYNTHETIC TURF I/37 SITE FURNISHINGS FIXED BOLLARD E/37 REMOVABLE BOLLARD F/37 DRINKING FOUNTAIN G/37 CONCRETE PICNIC TABLE A/38 CONCRETE BENCH WITH BACK ARMREST B/38 CONCRETE WASTE RECEPTACLE W/ LOCKABLE DOOR C/38
(2) COMPARTMENT CONCRETE TRASH / RECYCLING D/38 INFIELD STORAGE BOX B/40 FLAGPOLE B/47 3 ROW PREFERRED BLEACHERS A/46 5 ROW PREFERRED BLEACHERS B/46 P-06 S-01 S-02 S-03 S-04 S-05 S-06 S-07 S-08 S-09 S-10 S-11 City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By: Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: SCALE: 1" = 20'-0" 0 10 20 40 100% PLANS NOT FOR CONSTRUCTION PLMA CONSTRUCTION PLAN 32 24'-0" 30'-0"
20'-0"
217'-2" 24'-0" 30'-0"
20'-0" 30'-0" 24'-0" 40'-2" 121'-1"
36'-6"
12'-0" 10'-0" 19'-9" 24'-0" 30'-0" 20'-0"
30'-0" 24'-0" 30'-0" 24'-0" 8'-0" 142'-4" 12'-0" 12'-0" 8'-0" 24'-0" 30'-0" 20'-0" 159'-5" 24'-0" 30'-0" 10'-9" 60'-0"
21'-2"
147'-0" 39'-0" 8'-0"
8'-1"
8'-0" 8'-0" 8'-0"
8'-0"
8'-0"
6'-0"
4'-0"
TYP. P-03 A-02 A-02A-02 P-05 P-05 F-01 F-01 F-01 A-04 A-05 A-06 A-07 A-01 F-03 S-03 S-01 S-05 F-02 F-03 A-01 F-04 A-01 S-04 S-06 A-01F-01 P-02 A-01 F-04 S-03 A-01 P-01 P-01 P-04 A-03 P-04 P-04 P-04 S-06 P-04 S-07 P-02 S-03 S-06 F-04 P-03 BLEACHERS, SEE CONSTRUCTION DETAILS FOR DIMENSIONS AND SPECIFICATIONS (TYPICAL) 8'-0" TYP. S-06 S-06 S-03 A-01 S-06 SEAT WALL - SEE CIVIL PLANS S-06 S-06 P-02 UNDERGROUND STORMWATER CAPTURE STRUCTURE - SEE CIVIL PLANS FOR INFORMATION F-05 S-02 AFTER SOD INSTALLATION AND INFIELD EDGE IS CUT, INSURE THAT A LIP IS NOT CREATED. SOD AND INFIELD SKIN MUST BE INSTALLED APPROXIMATELY AT THE SAME HEIGHT TO PREVENT A LIP. F-06 F-06 S-09 S-08 S-08 S-08 S-08S-08 S-08 S-08 S-08 S-10 S-10 S-10 S-11 S-11 S-11 S-11 S-11 A-01 P-06 F-02 W
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City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: KEY MAP GLENDORA N.T.S.

N WABASH AVE
LITTLE DALTON WASH E DALTON AVE DI V VV MH V MH MH V MH V F/H CB V V UB DI DI MH MH CB MH 790 795 795 800 800 800 805 805 N MINNESOTA AVE 100% PLANS NOT FOR CONSTRUCTION PLMA SCALE: 1" = 10'-0" 0 5 10 20 INFIELD PLAN #1 33 A-01 S-03 BASEBALL FIELD 1 - PLAN SCALE 1"=10' BLEACHERS, SEE CONSTRUCTION DETAILS FOR DIMENSIONS AND SPECIFICATIONS (TYPICAL) UNDERGROUND STORMWATER CAPTURE STRUCTURE - SEE CIVIL PLANS FOR INFORMATION 20'-0" 13'-6" 16'-0" 30'-0" 24'-0" 8'-0" 70'-0"
6'-0" 10'-5" ~150°
17'-11" 4'-0"
70'-0"
30'-0" 24'-0" 14'-0" 8'-0"
8'-0"
16'-0" 7'-6"
7'-6"
11'-0"
3'-0" 3'-0" NATURAL TURF FIELD F-01 F-01 ACCESS COVER - SEE CIVIL PLANS A-01 A-04 SPORTS LIGHTING - SEE CIVIL PLANS, STRUCTURAL AND ELECTRICAL PLANS (TYPICAL) S-03 F-04 F-06 S-08 S-11 S-06 S-11 S-06 P-04 P-04 CODE DESCRIPTION DETAIL SITE AMENITIES BASEBALL DUGOUT A/43 FIELD 1 A/45 FENCE 8`-0" CHAIN-LINK FENCE A/39 20`-0" CHAIN-LINK BACKSTOP A/41 8' HIGH X 4' WIDE CHAIN LINK SINGLE LEAF GATE WITH TRILOGY LOCK AND PANIC HARDWARE A/47 PAVING DECOMPOSED GRANITE WITH METAL EDGE H/37 CONCRETE SLAB ON GRADE D/37 SITE FURNISHINGS DRINKING FOUNTAIN G/37 CONCRETE WASTE RECEPTACLE W/ LOCKABLE DOOR C/38 INFIELD STORAGE BOX B/40 5 ROW PREFERRED BLEACHERS B/46 A-01 A-04 F-01 F-04 F-06 P-02 P-04 S-03 S-06 S-08 S-11 REFERENCE NOTES SCHEDULE LANDSCAPE PLAN LEGEND INTERLOCKING CONCRETE PAVERS - SEE CIVIL PLANS FOR INSTALLATION AND SPECIFICATIONS FOR FINISH SOD - TIFTUF BERMUDA CERTIFIED - NATURAL TURF PLAY FIELD INFIELD SKIN SURFACE NATIVE DROUGHT TOLERANT LANDSCAPE INTEGRAL COLOR TINTED PCC SLAB/PAVEMENT WITH SURFACE RETARTER FINISH - SEE SPECIFICATIONS FOR FINISH DECOMPOSED GRANITE P-02 City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: KEY MAP GLENDORA N.T.S.

N WABASH AVE
LITTLE DALTON WASH E DALTON AVE DI V VV MH V MH MH V MH V F/H CB V V UB DI DI MH MH CB MH 790 795 795 800 800 800 805 805 N MINNESOTA AVE 100% PLANS NOT FOR CONSTRUCTION PLMA SCALE: 1" = 10'-0" 0 5 10 20 INFIELD PLAN #2 34 A-01 A-01 20'-0" 30'-0" 24'-0" 24'-0" 30'-0"
8'-0" 7'-6"BLEACHERS, SEE CONSTRUCTION DETAILS FOR DIMENSIONS AND SPECIFICATIONS (TYPICAL) NATURAL TURF FIELD BASEBALL FIELD 2 - PLAN SCALE 1"=10' 7'-6"
16'-0" S-06 F-01 P-02 A-05 P-04 SPORTS LIGHTING - SEE CIVIL PLANS, STRUCTURAL AND ELECTRICAL PLANS (TYPICAL) 3'-0" P-04 S-08 S-06 S-11 F-04 S-11 S-08 S-03 CODE DESCRIPTION DETAIL SITE AMENITIES BASEBALL DUGOUT A/43 FIELD 2 A/45 FENCE 8`-0" CHAIN-LINK FENCE A/39 20`-0" CHAIN-LINK BACKSTOP A/41 PAVING DECOMPOSED GRANITE WITH METAL EDGE H/37 CONCRETE SLAB ON GRADE D/37 SITE FURNISHINGS DRINKING FOUNTAIN G/37 CONCRETE WASTE RECEPTACLE W/ LOCKABLE DOOR C/38 INFIELD STORAGE BOX B/40 5 ROW PREFERRED BLEACHERS B/46 A-01 A-05 F-01 F-04 P-02 P-04 S-03 S-06 S-08 S-11 REFERENCE NOTES SCHEDULE LANDSCAPE PLAN LEGEND INTERLOCKING CONCRETE PAVERS - SEE CIVIL PLANS FOR INSTALLATION AND SPECIFICATIONS FOR FINISH SOD - TIFTUF BERMUDA CERTIFIED - NATURAL TURF PLAY FIELD INFIELD SKIN SURFACE NATIVE DROUGHT TOLERANT LANDSCAPE INTEGRAL COLOR TINTED PCC SLAB/PAVEMENT WITH SURFACE RETARTER FINISH - SEE SPECIFICATIONS FOR FINISH DECOMPOSED GRANITE City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: KEY MAP GLENDORA N.T.S.

N WABASH AVE
LITTLE DALTON WASH E DALTON AVE DI V VV MH V MH MH V MH V F/H CB V V UB DI DI MH MH CB MH 790 795 795 800 800 800 805 805 N MINNESOTA AVE 100% PLANS NOT FOR CONSTRUCTION PLMA SCALE: 1" = 10'-0" 0 5 10 20 INFIELD PLAN #3 35 A-01 A-01 A-06 UNDERGROUND STORMWATER CAPTURE STRUCTURE - SEE CIVIL PLANS FOR INFORMATION NATURAL TURF FIELD ACCESS VAULT (TYPICAL) - SEE CIVIL PLANS SPORTS LIGHTING - SEE CIVIL PLANS, STRUCTURAL AND ELECTRICAL PLANS (TYPICAL) F-02 S-03 BLEACHERS, SEE CONSTRUCTION DETAILS FOR DIMENSIONS AND SPECIFICATIONS (TYPICAL) S-06 S-04 SEAT WALL - SEE CIVIL PLANS P-05 20'-0" 30'-0" 24'-0" 8'-0"
8'-0" 24'-0" 30'-0" 7'-6"
7'-6" BASEBALL FIELD 3 - PLAN SCALE 1"=10' 3'-0" P-04 F-03 S-07 F-01 S-04 S-08 P-02 S-06 F-04 P-04 S-06 S-08 S-03 S-06 P-01 S-01 S-02 CODE DESCRIPTION DETAIL SITE AMENITIES BASEBALL DUGOUT A/43 FIELD 3 A/45 FENCE 8`-0" CHAIN-LINK FENCE A/39 8`-0" TALL CHAIN-LINK DOUBLE-LEAF GATE B/39 5`-0" WIDE GALVANIZED CHAIN-LINK PEDESTRIAN GATE A/40 20`-0" CHAIN-LINK BACKSTOP A/41 PAVING CONCRETE PAVING A/37 DECOMPOSED GRANITE WITH METAL EDGE H/37 CONCRETE SLAB ON GRADE D/37 SPORT COURT SURFACE C/44 SYNTHETIC TURF I/37 SITE FURNISHINGS FIXED BOLLARD E/37 REMOVABLE BOLLARD F/37 DRINKING FOUNTAIN G/37 CONCRETE PICNIC TABLE A/38 CONCRETE WASTE RECEPTACLE W/ LOCKABLE DOOR C/38 (2) COMPARTMENT CONCRETE TRASH / RECYCLING D/38 INFIELD STORAGE BOX B/40 A-01 A-06 F-01 F-02 F-03 F-04 P-01 P-02 P-04 P-05 P-06 S-01 S-02 S-03 S-04 S-06 S-07 S-08 REFERENCE NOTES SCHEDULE LANDSCAPE PLAN LEGEND SOD - TIFTUF BERMUDA CERTIFIED - NATURAL TURF PLAY FIELD INFIELD SKIN SURFACE NATIVE DROUGHT TOLERANT LANDSCAPE INTEGRAL COLOR TINTED PCC SLAB/PAVEMENT WITH SURFACE RETARTER FINISH - SEE SPECIFICATIONS FOR FINISH DECOMPOSED GRANITE ARTIFICIAL TURF P-06 PCC PATHWAY LIGHT GRAY CONCRETE - SEE SPECIFICATIONS FOR FINISH

LITTLE DALTON WASH
City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: KEY MAP GLENDORA N.T.S.

N WABASH AVE
LITTLE DALTON WASH E DALTON AVE DI V VV MH V MH MH V MH V F/H CB V V UB DI DI MH MH CB MH 790 795 795 800 800 800 805 805 N MINNESOTA AVE 100% PLANS NOT FOR CONSTRUCTION PLMA SCALE: 1" = 10'-0" 0 5 10 20 INFIELD PLAN #4 36 A-01 BASEBALL FIELD 4 - PLAN SCALE 1"=10' BLEACHERS, SEE CONSTRUCTION DETAILS FOR DIMENSIONS AND SPECIFICATIONS (TYPICAL) UNDERGROUND STORMWATER CAPTURE STRUCTURE - SEE CIVIL PLANS FOR INFORMATION NATURAL TURF FIELD ACCESS COVER - SEE CIVIL PLANS SPORTS LIGHTING - SEE CIVIL PLANS, STRUCTURAL AND ELECTRICAL PLANS (TYPICAL) RETAINING WALL - SEE CIVIL PLANS 30'-0"
7'-6"
24'-0" 8'-0"15'-0" 21'-0" 5'-0" 15'-0" 3'-0"14'-7"
114'-10" 30'-0" 20'-0" 24'-0" 11'-0" 29'-2" 94'-2" F-01 A-01 P-04 F-03 P-01 3'-0" A-07 F-05 S-10 S-11 S-03 S-08 S-11 S-06 S-10 S-06 S-08 S-06 S-10 CODE DESCRIPTION DETAIL SITE AMENITIES BASEBALL DUGOUT A/43 FIELD 4 A/45 FENCE 8`-0" CHAIN-LINK FENCE A/39 5`-0" WIDE GALVANIZED CHAIN-LINK PEDESTRIAN GATE A/40 30`-0" CHAIN-LINK BACKSTOP B/41 PAVING CONCRETE PAVING A/37 CONCRETE SLAB ON GRADE D/37 SITE FURNISHINGS DRINKING FOUNTAIN G/37 CONCRETE WASTE RECEPTACLE W/ LOCKABLE DOOR C/38 INFIELD STORAGE BOX B/40 3 ROW PREFERRED BLEACHERS A/46 5 ROW PREFERRED BLEACHERS B/46 A-01 A-07 F-01 F-03 F-05 P-01 P-04 S-03 S-06 S-08 S-10 S-11 REFERENCE NOTES SCHEDULE LANDSCAPE PLAN LEGEND SOD - TIFTUF BERMUDA CERTIFIED - NATURAL TURF PLAY FIELD INFIELD SKIN SURFACE NATIVE DROUGHT TOLERANT LANDSCAPE INTEGRAL COLOR TINTED PCC SLAB/PAVEMENT WITH SURFACE RETARTER FINISH - SEE SPECIFICATIONS FOR FINISH DECOMPOSED GRANITE PCC PATHWAY LIGHT GRAY CONCRETE - SEE SPECIFICATIONS FOR FINISH City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA CONCRETE SLAB ON GRADE 3/4" = 1'-0" 12" 6"
TO

ADJACENT

FINISHED
GRADE 1 1 NOTE: 1. 8" SUBGRADE SHALL BE SCARIFIED,
MOISTURE-CONDITIONED, AND RECOMPACTED PER THE PROJECT GEOTECHNICAL REPORT. 123 45 (R-VALUE=65, ADTT=3) 6 12"
6" 5-1/2" 1 1/4" RADIUS COLOR, FINISH, COATING, AND SLOPE PER LANDCAPE PLANS. CONSTRUCT FLUSH WITH ADJACENT PAVEMENT 2 #4 REBAR 18" O.C. BOTH DIRECTIONS CENTERED IN SLAB 3 4 5-1/2" THICK PPC PAVEMENT 5 6" THICK CMB. (95% COMPACTION) 8" SUBGRADE, SEE NOTE 1. (90% COMPACTION) 6 D P-SL-FIN-148 21" END ELEVATION VIEW 24" SIDE ELEVATION VIEW 12" MIN. 412"
36" 12" NOTE: 1. CONTRACTOR SHALL COORDINATE WITH BOLLARD MANUFACTURER TO VERIFY FOUNDATION DESIGN. 1" FIXED BOLLARD 3/4" = 1'-0" 3" CLR., TYP. 123456 43 4" DIA. FIXED BOLLARD WITH STANDARD FLAT CAP, 1-800-BOLLARDS OR APPROVED EQUAL. SCH 40 TYPE 304 STAINLESS STEEL WITH POLISHED #4 FINISH. INSTALL PER MANUFACTURER RECOMMENDATIONS. 1 1" CROWN WITHIN 6" OF BOLLARD 23 (4) #4 BARS 4 #4 STIRRUPS @ 12" O.C. CONTINUOUS CONCRETE FOOTING BETWEEN ADJACENT BOLLARDS 5 ADDITIONAL #4 STIRRUP @ EMBEDDED POLE LOCATION 6 E P-SL-FIN-170 21" END ELEVATION VIEW 24" 834" LID PLAN VIEW SIDE ELEVATION VIEW
36" 12" 412" 12" MIN. NOTE: 1. CONTRACTOR SHALL COORDINATE WITH BOLLARD MANUFACTURER TO VERIFY FOUNDATION DESIGN. REMOVABLE BOLLARDS 3/4" = 1'-0" 1234 5 326 3" CLR., TYP. 7 4" DIA. FIXED BOLLARD WITH STANDARD FLAT CAP, 1-800-BOLLARDS OR APPROVED EQUAL. SCH 40 TYPE 304 STAINLESS STEEL WITH POLISHED #4 FINISH. INSTALL PER MANUFACTURER RECOMMENDATIONS. 12 (4) #4 BARS 3 #4 STIRRUPS @ 12" O.C. CONTINUOUS CONCRETE FOOTING BETWEEN ADJACENT BOLLARDS 45 LID. LOCK BY OTHER SLOPE FS AWAY @ 1.5% TYP. 6 EMBEDMENT SLEEVE & HANGING LID 7 F P-SL-FIN-171 CONSTRUCTION DETAILS 37 DRINKING FOUNTAIN 1/2" = 1'-0" 18"
41" 18"
35" 5"
34" 18"
27" 5"
33" 3" 15" TYP. 1234567 8910 11 13 1214 1 REMOVABLE SS CAP 2 10" SS PIPE 3 ACCESS DOOR PET FOUNTAIN ON OPPOSITE SIDE 4 ANCHORED INSIDE OF PEDESTAL 5 RECOMMEND A 2", 3" OR 4" OPEN HUB DRAIN 67 6 5/8" SLEEVE BOLT IS CENTERED UNDER "ADA ARM" 8 9 OPTIONAL TEMPLATE PUSH BUTTIN FOR PET FOUNTAIN ON OPPOSITE SIDE 10 REMOVE DOG BOWL IN ORDER TO INSTALL 3RD TORX BOLT 1112 WATER BOLT IS CENTERED UNDER "ADA ARM" 1314 BOTTLE FILLER G P-SL-FIN-175 CONCRETE PATH 5-1/2" THICK NATURAL GRAY CONCRETE WITH SANDED FINISH, TYP. - SEE SPECIFICATIONS 1 TOOLED SCORE LINE WITH 14" RADIUS, TYP. SEE NOTE 1. 2 6 #4 REBAR 24" O.C. BOTH WAYS. PLACE REBAR ON CHAIRS. 3 4" C.M.B. COMPACTED TO 95% RELATIVE COMPACTION, TYP. 4 1/4" RADIUS, TYP. AT EDGES 1" TYP 6"
5-1/2"
3"
4" 3" NOTES: 1. PROVIDE TOOLED SCORE LINES, 1" DEEP, AT LOCATIONS SHOWN ON CONSTRUCTION PLAN. SAW-CUT SCORE LINES MAY BE APPROVED AS AN ALTERNATE METHOD AT THE DISCRETION OF THE PROJECT MANAGER. 12 6 3 TURF OR CONCRETE AT EDGE: FOR CONCRETE MEET FLUSH, FOR TURF MEET1" BELOW FINISH SURFACE. 45 UNDISTURBED NATURAL SUBGRADE, OR PLACED FILL COMPACTED TO 90% RELATIVE COMPACTION 5 A NOTE: -ALL CONCRETE FOOTINGS ARE FOR REFERENCE ONLY - REFER TO CIVIL AND STRUCTURAL PLANS FOR FOOTING INFORMATION NOTES: 1. PLACE PLASTIC CONTROL JOINTS AT ALL CHANGES IN DIRECTION. 2. WHEN MOW STRIP IS INSTALLED ADJACENT TO EXISTING A.C. PAVİNG,THE EXISTING A.C. PAVING SHALL BE SAW CUT 12" FROM THE EDGE OF THE MOW STRIP AND NEW ASPHALT CONCRETE PLACED AFTER MOW STRIP IS IN PLACE. CONCRETE CURB AT PERIMETER CHAINLINK FENCE 1 1/2" = 1'-0" 6" 6" 1" 5 1/2" OR PER
CIVIL PLANS MOW STRIP 12" WIDE12 34 567 9 8 CENTER LINE OF CHAIN LINK FENCE "LINE POST" 1 WOOD FLOAT FINISH ON TOP SURFACE 2 1/2" RADIUS AT BOTH TOP CORNERS 3 FINISH GRADE - GROUND COVER AND LAWN AREAS 4 CONSTRUCT 1/2" DEEP SCORE LINE ACROSS MOW STRIP AT EACH FENCE POST 56 #3 REBAR CONTINUOUS COMPACTED NATURAL SUBGRADE 7 CONCRETE POST FOOTING - SEE FENCE DETAILS FOR FOOTING DETAILS. DELETE CROWN AND TOP 5-1/2" OF FOOTING WHEN USING MOW STRIP 89 EX. GRADE OR PAVING B P-SL-FIN-167 PLAYFIELD SURFACE 3/4" = 1'-0" NOTES: 1. SCORE CONCRETE HEADER STRIPS AT MAXIMUM 10'-0" AND AT ALL CHANGES IN DIRECTION. 12" 12" 1 2 3 4 5 6 SET TOP OF SOD OR INFIELD SURFACE 1" BELOW CONCRETE HEADER 1 12" WIDE CONCRETE HEHADER WERE SHOWN, TYP. 23 #3 REBAR, CONTINUOUS 1/2" RADIUS OUTSIDE OF TOP CORNER 4 IF ADJACENT TO DECOMPOSED GRANITE, SET FINISH GRADE 1" BELOW THE CONCRETE HEADER. IF ADJACENT TO PLANTER AREA SET FINISH GRADE 4" BELOW 5 PREPARED SUBGRADE FOR SOFTBALL FIELD 6 4" 7 INFIELD SKIN SURFACE - 4" THICK - 75% SAND, 25% CLAY - COLOR TBD 7 8 8 SOD - TIFTUF BERMUDA CERTIFIED C P-SL-FIN-193 DECOMPOSED GRANITE WITH METAL EDGING 3/4" = 1'-0" 123 45 6 4" THICK DECOMPOSED GRANITE PAVEMENT WITH WATER PERMEABLE ORGANIC BINDER COMPACT IN 2 LAYERS (95% COMPACTION) 1 6" CRUSHED MISCELLANEOUS BASE (95% COMPACTOIN) PER PLAN 2 1/4" X 5" DEEP GALV. STEEL EDGING, STAKES ON PLANTING SIDE, 24"STAKES @ 24" O.C. 34 ADJACENT PLANTING PER PLAN 5 FLUSH 6 8" SUBGRADE 90% COMPACTED H P-SL-FIN-20 18" MIN. DRAINAGE TRENCH 4' TYP NOTE: GRADE BETWEEN CONCRETE PERIMETER CURB AND DRAINAGE TRENCH SHOULD BE COUNTER-SLOPED TO THE FIELD PER ELEVATIONS ON GRADING PLAN.

PER PLAN. SLOPE PER GRADING PLAN 0.5% MIN. 6" MIN. 0.5% MIN. 4" MAX. SYNTHETIC TURF 3/4" = 1'-0" 12 34 5678910 1 FINISH GRADE 2 CONCRETE PERIMETER CURB OR SLAB 3 GEOTEXTILE FABRIC LINER COARSE DRAINAGE ROCK PER SYNTHETIC TURF SPEC'S, (90% MIN. COMPACTION) 45 INFILL TURF SYSTEM PER SPECIFICATIONS CRUSHED AGGREGATE BASE PER SYNTHETIC TURF SPEC'S (90% MIN. COMPACTION) 6 ADS 1"X12" 'ADVANEDGE' FLAT DRAIN WITH SLEEVE OR APPROVED EQUAL LAID FLAT ON GEOTEXTILE MEMBRANE. SECURE IN PLACE WITH 60 PENNY PINS AS REQUIRED. END DRAPED W/ PERMEABLE GEOTEXTILE 78 NATIVE SOIL COMPACTED TO 90% MIN. 9 INNER TRENCH WALL SLOPED AT 1:1 DRAIN PIPE, SEE GRADING PLAN FOR PIPE SIZE AND INVERT ELEV. 10 OR PER PLAN 9" P-SL-FIN-45 I
City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA CONSTRUCTION DETAILS 38 18" NOTES: 1. CONCRETE MIX DESIGN TO INCLUDE A MIXTURE OF PORTLAND CEMENT, WATER, COARSE AND FINE AGGREGATES, PURE MINERAL OXIDE COLORING AGENTS (WHEN APPLICABLE) TO YIELD A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. 2. FINAL PRODUCT SHALL BE REINFORCED WITH #4 AND #5 REBAR GRID. 3. PRODUCT IS CAST IN 1-PIECE WITH NO ASSEMBLY REQUIRED. 4. HAIRLINE CRACKS MAY DEVELOP OVER TIME. THESE ARE NOTE STRUCTURAL FAILURES, BUT INHERENT CHARACTERISTICS OF THE MATERIAL ITSELF. 5. AIR POCKETS ARE A COMMON OCCURENCE IN PRECAST PRODUCTS. THE FREQUENCY AND SIZE OF AIR POCKETS AREA VARIABLE AND TO BE EXPECTED, ESPECIALLY ON VERTICAL SURFACES. 6. CONCRETE CORNERS AND EDGES WILL CHIP IF NOT HANDLED ACCORDING TO GUIDELINES. PATCH KITS ARE AVAILABLE BUT MAY NOT BLEND AND CAN BE VARIABLE. 7. THERE IS A LEVEL OF CARE AND MAINTENANCE ASSOCIATED WITH YOUR PRODUCT AND IS THE RESPONSIBILITY OF THE END USER. CHOOSING THE RIGHT SEALER CAN HELP MINIMIZE THOSE COSTS. CONCRETE PICNIC TABLE - #100SSK 1/2" = 1'-0" 65" 24" 92" 32" 4"
11" 33"
43"
65" 3"
4"
1" 12 (2) PRINTED ACRYLIC LOGOS, 10" DIAMETER ON OUTER OF NOTH LEGS SEUCRE TO INSET WITH SECURITY FASTENER AND EPXOY 1 INTEGRALLY CAST ANTI-SKATEBOARD SYSTEM 2 A P-SL-FIN-176 CONCRETE BENCH WITH BACK ARMREST SKATE DETERRENT - #408SKB 1/2" = 1'-0" NOTES: 1. CONCRETE MIX DESIGN TO INCLUDE A MIXTURE OF PORTLAND CEMENT, WATER, COARSE AND FINE AGGREGATES, PURE MINERAL OXIDE COLORING AGENTS (WHEN APPLICABLE) TO YIELD A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. 2. FINAL PRODUCT SHALL BE REINFORCED WITH #4 AND #5 REBAR GRID. 3. PRODUCT IS CAST IN 1-PIECE WITH NO ASSEMBLY REQUIRED. 4. HAIRLINE CRACKS MAY DEVELOP OVER TIME. THESE ARE NOTE STRUCTURAL FAILURES, BUT INHERENT CHARACTERISTICS OF THE MATERIAL ITSELF. 5. AIR POCKETS ARE A COMMON OCCURENCE IN PRECAST PRODUCTS. THE FREQUENCY AND SIZE OF AIR POCKETS AREA VARIABLE AND TO BE EXPECTED, ESPECIALLY ON VERTICAL SURFACES. 6. CONCRETE CORNERS AND EDGES WILL CHIP IF NOT HANDLED ACCORDING TO GUIDELINES. PATCH KITS ARE AVAILABLE BUT MAY NOT BLEND AND CAN BE VARIABLE. 7. THERE IS A LEVEL OF CARE AND MAINTENANCE ASSOCIATED WITH YOUR PRODUCT AND IS THE RESPONSIBILITY OF THE END USER. CHOOSING THE RIGHT SEALER CAN HELP MINIMIZE THOSE COSTS. 25 12" 19"
36" 114" 6"
36"
4"
25 34" 84"
4" 1"3 12"
1" REAR ELEVATION FRONT ELEVATION SECTION 1 2 2 3 BENCH INSTALLATION: THE BENCH MODEL WILL HAVE CAST IN THREADED INSERTS IN THE BOTTOM OF EACH LEG. BENCH WILL BE SUPPLIED WITH COIL ROD FOR MECHANICAL ATTACHMENT, AS AN ADDITIONAL SECURITY METHOD. ***BENCH REQUIRED EPOXY ADHESIVE SHOULD BE CHECKED PERIODICALLY TO ENSURE CONTINUED ADHESION. 2 4 (1) PRINTED ARCYLIC LOGO 10" DIAMETER SECURED TO INSET WITH SECURITY FASTENER AND EXPOXY 1 THREADED INSERTS IN LEGS FOR MOUNTING DOWELS (1 PER LEG). (2) 3/4" X 8" COILRODS PROVIDED PER BENCH FOR MOUNTING. 23 INTEGRALLY CAST ANTI-SKATE SYSTEM 4 CONTOURED SEAT B P-SL-FIN-177 CONCRETE WASTE RECEPTACLE WITH LOCKABLE DOOR. SQUARE DEPOSIT - #508 1/2" = 1'-0" NOTES: 1. CONCRETE MIX DESIGN TO INCLUDE A MIXTURE OF PORTLAND CEMENT, WATER, COARSE AND FINE AGGREGATES, PURE MINERAL OXIDE COLORING AGENTS (WHEN APPLICABLE) TO YIELD A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. 2. FINAL PRODUCT SHALL BE REINFORCED WITH #4 AND #5 REBAR GRID. 3. PRODUCT IS CAST IN 1-PIECE WITH NO ASSEMBLY REQUIRED. 4. HAIRLINE CRACKS MAY DEVELOP OVER TIME. THESE ARE NOTE STRUCTURAL FAILURES, BUT INHERENT CHARACTERISTICS OF THE MATERIAL ITSELF. 5. AIR POCKETS ARE A COMMON OCCURENCE IN PRECAST PRODUCTS. THE FREQUENCY AND SIZE OF AIR POCKETS AREA VARIABLE AND TO BE EXPECTED, ESPECIALLY ON VERTICAL SURFACES. 6. CONCRETE CORNERS AND EDGES WILL CHIP IF NOT HANDLED ACCORDING TO GUIDELINES. PATCH KITS ARE AVAILABLE BUT MAY NOT BLEND AND CAN BE VARIABLE. 7. THERE IS A LEVEL OF CARE AND MAINTENANCE ASSOCIATED WITH YOUR PRODUCT AND IS THE RESPONSIBILITY OF THE END USER. CHOOSING THE RIGHT SEALER CAN HELP MINIMIZE THOSE COSTS. 31" 28" 31" 52"
9"
39 12" 31" 28" 31" 31"
25" 3 12 3 " 12"
31" 20" 4 12" 4 12" 24" 26 12" 28"
16"
31" 16" 31"
26 24"12" 28" PLAN BOTTOM VIEW 123 45 67 8 9 3/16" POWER COATED STEEL DOOR COLOR "BRONZE" GR1372-BR340 1 DOOR HANDLE LOCKED WITH EXTERNAL LOCK (LOCK NOT INCLUDED) 2 RECOMMENED TO SECURE TRASH RECEPTACLE TO CONCRETE SLAB WITH CONSTRUCTION EPOXY 3 PRECAST CONCRETE TOP WITH 360 DEGREE ACCESS 4 (2) PRINTED ACRYLIC LOGOS, 10" DIAMETER ON OPPOSING SIDES OF RECEPTACLE SECURED TO INSET WITH SECURITY FASTENER AND EXPOXY 56 TRASH OPENING CONCRETE DOME LID - ATTACHES TO MAIN BODY WITH (4) COIL RODS EPOXIED INTO CORRESPONDING GROUT POCKETS IN LOWER CABINET 7 1/2" X 1/2" SHOULDER FOR DOOR TO FIT IN 89 2 IN. RADIUS ON OUTSIDE CORNERS **LINER INCLUDED: GF56 C P-SL-FIN-178 (2) COMPARTMENT CONCRETE TRASH / RECYCLING RECEPTACLE - #511 1/2" = 1'-0" NOTES: 1. CONCRETE MIX DESIGN TO INCLUDE A MIXTURE OF PORTLAND CEMENT, WATER, COARSE AND FINE AGGREGATES, PURE MINERAL OXIDE COLORING AGENTS (WHEN APPLICABLE) TO YIELD A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. 2. FINAL PRODUCT SHALL BE REINFORCED WITH #4 AND #5 REBAR GRID. 3. PRODUCT IS CAST IN 1-PIECE WITH NO ASSEMBLY REQUIRED. 4. HAIRLINE CRACKS MAY DEVELOP OVER TIME. THESE ARE NOTE STRUCTURAL FAILURES, BUT INHERENT CHARACTERISTICS OF THE MATERIAL ITSELF. 5. AIR POCKETS ARE A COMMON OCCURENCE IN PRECAST PRODUCTS. THE FREQUENCY AND SIZE OF AIR POCKETS AREA VARIABLE AND TO BE EXPECTED, ESPECIALLY ON VERTICAL SURFACES. 6. CONCRETE CORNERS AND EDGES WILL CHIP IF NOT HANDLED ACCORDING TO GUIDELINES. PATCH KITS ARE AVAILABLE BUT MAY NOT BLEND AND CAN BE VARIABLE. 7. THERE IS A LEVEL OF CARE AND MAINTENANCE ASSOCIATED WITH YOUR PRODUCT AND IS THE RESPONSIBILITY OF THE END USER. CHOOSING THE RIGHT SEALER CAN HELP MINIMIZE THOSE COSTS. 46 12" 1 14" 1 14" 4 34" 2 12" 4 34" 18 12" 18 12" 48" 11" 49" 11 34" 21 12" 24"
3 34" 24"
3 34"
39 12" PLAN VIEW **UNIT INCLUDED (2) PLASTIC LINERS REAR ELEVATION FRONT ELEVATION SIDE VIEW SIDE ELEVATION 1 1 2 34 (2) ARCYLIC LOGOS, 10" DIA. ATTACHED TO CAST IN RELIEF WITH A SINGLE, CENTRAL SECURITY FASTENER ON OPPOSING SIDES OF RECEPTACLE 1 3/4" CHAMFER AROUND 3/4" DEEP INLAY AREA 2 STEEL DOOR POWDER COATED COLOR "RECYCLED BLUE" T009-BL01, ON RECYCLE SIDE OF UNIT. "RECYCLE" DECAL APPLIED TO DOOR - WHITE 3 LOCKABLE HANDLE, LOCK PROVIDED BY OTHERS 4D P-SL-FIN-179 NOTE: -ALL CONCRETE FOOTINGS ARE FOR REFERENCE ONLY - REFER TO CIVIL AND STRUCTURAL PLANS FOR FOOTING INFORMATION City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA NOTES: 1. SEE SPECIFICATIONS SECTION FOR CHAIN LINK FENCE CONSTRUCTION FOR ADDITONAL INFORMATION. 2. CONCRETE FOOTINGS SHALL BE ALLOWED TO SET FOR SEVEN (7) DAYS PRIOR TO INSTALLATION OF FABRIC OR HARDWARE. 3. THE BOTTOM OF THE FABRIC SHALL BE POSITIONED ONE INCH ABOVE FINISH GRADE. 4. IN PAVED AREAS TOP OF CONC. FTG. TO BE 3" BELOW FINISH SURFACE TO ALLOW FOR PAVING ABOVE. 5. IN LANDSCAPED AREAS, TOP OF FOOTING SHALL BE 1" ABOVE FINISH GRADE WITH A 1" CROWN ON TOP OF FTG. 6. INSIDE OR ADJACENT TO TURF AREAS, ALL FENCES SHALL HAVE A 12" WIDE X 6" DEEP CONCRETE MOW-STRIP WITH #4 REBAR CENTERED, TYP. MOW STRIP SHALL BE CENTERED ON FENCE. 7. CONC. FTG. TO BE 2500 PSI @ 28 DAYS. PROVIDE 3" OF GRAVEL UNDER CONC. FTG., TYP. FENCING MATERIALS ELEVATION EIGHT FOOT CHAIN-LINK FENCE 1/2" = 1'-0" 1' DIA. TYP. 8'-0" 3" 3" 4'-0"
3" 1 2 3 4 4 5 6 7 8 9 10 11 11 POSTS: END, CORNER AND SLOPE POSTS 2-7/8 IN. O.D., LINE POSTS 2-3/8 IN. O.D. POST SPACING TO BE 10'-0" MAX. 1 RAILS: TOP AND BOTTOM RAILS 1-5/8 IN. O.D. 2 FABRIC: 9 GAUGE, 2 IN. MESH, KNUCKLE TOP AND BOTTOM, PLACE ON PATH OR EXTERIOR SIDE OF POSTS. 3 TRUSS ROD: 3/8 IN. DIAM. THREADED AT BOTH ENDS AND TENSIONED WITH TWO INDUSTRIAL TRUSS TIGHTENERS SECURED TO RAIL ENDS. TRUSS PANEL SHALL BE LOCATED AT END AND CORNER PANELS OF 30° OR GREATER TURN AND AT INTERVALS NOT TO EXCEED 100'. HOG RING FABRIC TO RODS AT MAX. 3'-0" O.C. 4 STRETCHER BAR: 3/16" X 3/4" WITH 1/8" X 1" TENSION BANDS AT 1'-0" O.C. 5 TIE WIRES: 11 GAUGE AT 1'-6" O.C. AT TOP, BOTTOM AND LINE POSTS. 6 LINE POST EYE TOPS & RAIL ENDS SHALL BE MALLEABLE IRON OR PRESSED STEEL. SECURE RAIL ENDS TO POSTS WITH 1/8" X 1" BRACE BANDS. 7 POST CAPS SHALL BE MALLEABLE IRON OR PRESSED STEEL. 89 REQUIRED MOW-STRIP IN TURF AREAS. 10 FINISH SURFACE 11 3" OF GRAVEL UNDER FOOTING, TYP. A P-SL-FIN-161 GATE MATERIALS NOTES : 1. CHAIN LINK FENCE, GATE AND POST MATERIALS SHALL BE GALVANIZED STEEL UNLESS NOTED. ALL COMPONENTS SHALL CONFORM TO THE CHAIN LINK FENCE AND MISCELLANEOUS METAL CONSTRUCTION SECTION OF THE SPECIFICATIONS. 2. CONCRETE FOOTINGS SHALL BE ALLOWED TO SET FOR SEVEN (7) DAYS PRIOR TO INSTALLATION OF FABRIC OR HARDWARE. 4. IN PAVED AREAS TOP OF CONC. FTG. TO BE 3" BELOW FINISH SURFACE TO ALLOW FOR PAVING ABOVE. 5. IN LANDSCAPED AREAS, TOP OF FOOTING SHALL BE 1" ABOVE FINISH GRADE WITH A 1" CROWN ON TOP OF FTG.CONC. 6. FTG. TO BE 2500 PSI @ 28 DAYS. PROVIDE 3" OF GRAVEL UNDER CONC. FTG 8' TALL CHAIN-LINK DOUBLE-LEAF GATES 3/4" = 1'-0" 1'-0" DIA. TYP. 3" 3"
4'-0"
3"
4'-0"
8'-0" 12'-0" 1'-0" DIA.
1'-0"
1'-3"
2" CLR. MIN. ELEVATION 1 2 23 4 5 5 6 6 7 7 8 9 1011 12 12 POSTS: POSTS 3-1/2" O.D. WITH 12" DIA. X 4'-0" DEEP FOOTINGS. 1 GATE FRAMES: TOP, BOTTOM AND SIDE MEMBERS 2-3/8" O.D., MID-RAIL 1-5/8" O.D. MITER GATE FRAME CORNERS, WELD AND GRIND SMOOTH. 2 FABRIC: 9-GAUGE, 2" SQUARE MESH, KNUCKLE TOP AND BOTTOM, PLACE ON EXTERIOR SIDE OF GATES. 3 HINGES: INDUSTRIAL BULLDOG HINGE (180¼ SWING), 2 HINGES PER GATE, ONE AT TOP AND BOTTOM. 4 TRUSS ROD: 3/8" DIA. THREADED AT BOTH ENDS & TENSIONED WITH TWO INDUSTRIAL TRUSS TIGHTENERS SECURED TO GATE FRAME. 5 STRETCHER BAR: 3/16" X 3/4" WITH 1/8" X 1" TENSION BANDS AT 1'-0" O.C. 6 TIE WIRES: 11-GAUGE & 1'-6" O.C. AT GATE FRAME TOP, BOTTOM AND MID RAILS. 7 POST CAPS SHALL BE MALLEABLE IRON OR PRESSED STEEL. 89 CAST ALUMINUM FORK LATCH. PROVIDE A 1" CROWN AT TOP OF ALL POST FOOTINGS. 1011 FINISH SURFACE 12 3" OF GRAVEL UNDER FOOTING, TYP. B P-SL-FIN-162 CONSTRUCTION DETAILS 39 NOTE: -ALL CONCRETE FOOTINGS ARE FOR REFERENCE ONLY - REFER TO CIVIL AND STRUCTURAL PLANS FOR FOOTING INFORMATION City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA ELEVATION INFIELD STORAGE BOX DETAIL 3/4" = 1'-0" 4'-0" 10'-0" 1 2 NOTES: 1. STORAGE BOX SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATION. THE FRONT OF THE BOX SHALL OPEN TOWARDS THE INFIELD AND SHALL BE FLUSH WITH THE FENCE. 2. LOCATE STORAGE BOX ADJACENT TO THE LINE POST. ALL FENCE FABRIC SHALL BE INSTALLED AS TIGHTLY TO THE BOX AS POSSIBLE. 3 3 3 3 4 FOR FENCE MATERIALS AND METHODS OF CONSTRUCTION, SEE DETAIL ON SHEET L-13 1 INSTALL INFIELD STORAGE BOX. CAPITOL ENTERPRISES (626-357-3768) "BALL BOX" MODEL # IS 7256 OR APPROVED EQUAL. COLOR: GREEN. INCLUDE ESCAPE LATCH LOCKING DEVICE. 2 INSTALL ADDITIONAL POST, FOOTING, STRETCHER BAR, TENSION BANDS, AND TIE WIRES PER DETAILS ON SHEETS L-12 AND L-13 3 INSTALL A 5" THICK CONCRETE PAD, 7' LONG X 5' WIDE, IF STORAGE BOX IS TO BE PLACED IN TURF AREA. SLOPE CONCRETE PAD TOWARD INFIELD @ 2%. 4 B P-SL-FIN-165 CONSTRUCTION DETAILS 40 NOTE: -ALL CONCRETE FOOTINGS ARE FOR REFERENCE ONLY - REFER TO CIVIL AND STRUCTURAL PLANS FOR FOOTING INFORMATION ELEVATION NOTES: 1. CHAIN LINK FENCE, GATE AND POST MATERIALS SHALL BE GALVANIZED STEEL UNLESS NOTED. MATCH ADJACENT FENCING. 2. ALL COMPONENTS SHALL CONFORM TO THE CHAIN LINK FENCING SECTION OF THE SPECIFICATIONS. 3. CONCRETE FOOTINGS SHALL BE ALLOWED TO SET FOR SEVEN DAYS PRIOR TO INSTALLATION OF GATES. NOT TO SCALE 5' WIDE GALVANIZED CHAIN-LINK PEDESTRIAN GATE 3/4" = 1'-0" 6" 12' DIA.
8'-0"
4'-1" 5'-0"
4'-0" 12" DIA.
4"
4'-0"
2" CLR. MIN. 1 POSTS: 3-1/2" O.D. WITH 12" DIA. X 4'-0" DEEP FOOTINGS. 1234567891011 2 2 GATE FRAMES: TOP, BOTTOM AND SIDE MEMBERS: 2-3/8" O.D., MID RAIL 1-5/8" O.D. MITER GATE FRAME CORNERS, WELD AND GRIND SMOOTH. 3 FABRIC: 9-GAUGE, 2" SQUARE MESH, KNUCKLE TOP AND BOTTOM, PLACE ON EXTERIOR SIDE OF GATES. 44 HINGES: INDUSTRIAL BULLDOG HINGE (180¼ SWING), 2 HINGES PER GATE, ONE AT TOP AND BOTTOM. 5 TRUSS ROD: 3/8" DIA. THREADED AT BOTH ENDS AND TENSIONED WITH TWO INDUSTRIAL TRUSS TIGHTENERS SECURED TO GATE FRAME. 6 STRETCHER BAR: 3/16" X 3/4" WITH 1/8" X 1" TENSION BANDS AT 1'-0" O.C. 7 TIE WIRES: 11-GAUGE AT 1'-6" O.C AT GATE FRAME TOP, BOTTOM AND MID RAILS. 11 INSTALL MOW STRIP TO MATCH ADJACENT FENCING IF REQUIRED. HOLD TOP OF POST FOOTING TO 3" BELOW F.S. 10 FOR MOW-STRIP. PROVIDE A 1" CROWN AT TOP OF ALL POST FOOTINGS (OMIT FOR MOW-STRIP). 9 LOCKABLE CAST ALUMINUM FORK LATCH 8 POST CAPS SHALL BE MALLEABLE IRON OR PRESSED STEEL. A P-SL-FIN-160 City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA 30'-0" CHAIN LINK BACKSTOP ELEVATION 3/16" = 1'-0" B42 D42 G42 C42 A42 H42 F42 E42 1 RAIL 1 7/8" OD DIA. (TYP.) POST 4 1/2" OD (TYP.), SEE CIVIL AND STRUCTURAL PLANS FOR SIZE 23 3/8" DIA. TRUSS ROD (TYP.) 4 MESH 2" MESH, 9 GAUGE (TYP.) CONCRETE FOOTING PER CIVIL AND STRUCTURAL PLANS 5 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 30' LEFT WING 30' BACKSTOP 30' RIGHT WING 30'-0"
15'-0" 15'-0" 5 5 5 1 4 3 2 3 2 2 3 33 B P-SL-FIN-169 CONSTRUCTION DETAILS 41 20'-0" CHAIN LINK BACKSTOP ELEVATION - FIELDS 1,2, AND 3 3/16" = 1'-0" 20'-0"
10'-0" B42 D42 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 30' LEFT WING 20' BACKSTOP 30' RIGHT WING G42 C42 A42H42 F42 E42 1 1 1 2 2 2 2 2 3 3 4 4 4 5 5 5 5 1 RAIL 1 7/8" OD DIA. (TYP.) POST 4 1/2" OD (TYP.), SEE CIVIL AND STRUCTURAL PLANS FOR SIZE 23 3/8" DIA. TRUSS ROD (TYP.) 4 MESH 2" MESH, 9 GAUGE (TYP.) CONCRETE FOOTING PER CIVIL AND STRUCTURAL PLANS 510'-0" 10'-0" 10'-0" 10'-0" A P-SL-FIN-02 FENCE CONSTRUCTION NOTES: REFER TO THE SPECIFICATIONS SECTION FOR CHAIN LINK FENCING AND INSTALLATION OF CHAIN LINK FENCE FABRIC PER SSPWC 206-6, 304-3 FOR CHAIN LINK FENCE CONSTRUCTION. MATERIALS: 1. BRACE BANDS & OFFSET TENSION BANDS: 1/8" X 1" HEAVY W/ 3/8" CARRIAGE BOLTS. 2. THREADED TRUSS RODS: 3/8" DIAMETER ASTM A36 STEEL, 6" LONG THREAD BOTH ENDS. DOUBLE NUT EACH END. NO SPLICES ALLOWED. 3. TRUSS TIGHTENER: 5 3/4" X 1" X 5/16" INDUSTRIAL, 0.59 LB./EACH. (BOTH ENDS OF TRUSS ROD) 4. LINE PANEL RAIL END: 1 7/8" OD 1-HOLE OFFSET, PRESSED STEEL, 0.39 LB./EACH. 5. SHEAR PANEL RAIL END: 1 7/8" OD 2-HOLE PRESSED STEEL, 0.59 LB./EACH. 6. CAPS: CAST IRON, 4 1/2" OD = 2.25 LB. 7. POST & RAIL FABRIC TIES, HOG RINGS: 9 GA. STEEL. 8. TENSION BARS: 1/4" X 3/4" 132" CONTINUOUS. 9. CHAIN LINK FABRIC: SEE ELEVATION. 10. POST AND RAILS: ASTM A120, SCH. 40 CLASS 1 OR ASTM F1083 11. ALL 20' FENCE MATERIALS, FABRIC, POSTS ETC. SHALL BE GALVANIZED FINISH, TYP. CONCRETE: 1. FOOTING CONCRETE DESIGN FC'=2000 PSI: FOR DURABILITY THE CONTRACTOR SHALL PROVIDE 520-C-2500, 4" SLUMP CONCRETE. PORTLAND CEMENT SHALL BE TYPE II PER SSPWC 201-1.2; COMBINED AGGREGATE GRADING SHALL CONFORM WITH SSPW 201-1.3.2. 2. PRIOR TO PROCEEDING WITH INSTALLATION OF FENCE FRAME AND FABRIC, THE CONTRACTOR SHALL ALLOW 7 DAYS FOR THE FOOTING CONCRETE TO CURE. 3. SUBMITTAL - EACH TRUCKLOAD SHALL BE ACCOMPANIED BY A DELIVERY RECEIPT SHOWING SUPPLIER, LOAD WEIGHT, AND MIX COMPOSITION BY WEIGHT. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL PROVIDE THE PROJECT INSPECTOR WITH A COPY OF THE DELIVERY RECEIPT. DESIGN SOIL STRENGTH VALUES: LATERAL BEARING: 100 PSF/FT TO 1500 PSF MAX. FOR DESIGN OF ISOLATED POLES, THE ALLOWABLE LATERAL BEARING HAS BEEN INCREASED BY 100 PERCENT. CHAIN LINK FABRIC FIELD INSTALLATION: 1. FABRIC SHALL BE CONTINUOUS IN THE LONGITUDINAL DIRECTION BY WEAVING CLOSURE TIES, OF THE SAME MATERIAL AS THE FENCE FABRIC, THROUGH BOTH VERTICAL ENDS. 2. FABRIC SHALL BE FASTENED TO THE RAILS AND LINE POSTS WITH TIE WIRES AT 1'-6" ON CENTER. 3. THE HORIZONTAL SEAM (BETWEEN THE TOP & BOTTOM PANEL) SHALL HAVE A 2" LAP AND SHALL BE FASTENED TOGETHER WITH HOG RINGS 1'-6" OC SPACED EVENLY BETWEEN RAIL TIES. 4. FABRIC SHALL BE STRETCHED TIGHTLY AND KNUCKELED TOP AND BOTTOM. 5. FABRIC SHALL BE PLACED 1" ABOVE THE FINISHED SURFACE. FENCE FRAME FIELD INSTALLATION 1. * POSTS AND RAILS SHALL BE FABRICATED FROM CONTINUOUS PIPE, EXCEPT FOR POST FIELD SPLICE AS SHOWN ON THE PLAN. 2. * FITTINGS SHALL BE FABRICATED FROM A36 STEEL EXCEPT AS OTHERWISE INDICATED HEREIN. ALL POSTS SHALL BE INSTALLED IN A VERTICAL POSITION, 3. * THE BOTTOM RAIL SHALL BE INSTALLED ON A STRAIGHT GRADE BETWEEN POSTS BY EXCAVATING THE HIGH POINTS OF GROUND TO PROVIDE A UNIFORM 2" CLEARANCE. NOTE: -ALL CONCRETE FOOTINGS ARE FOR REFERENCE ONLY - REFER TO CIVIL AND STRUCTURAL PLANS FOR FOOTING INFORMATION City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA RAIL & TRUSS CONNECTION AT POST 3/4" = 1'-0" 123 45 67 1 RAIL END 2 BRACE BAND 3 CAP 4 TWO HOLE RAIL END 5 RAIL 6 TRUSS TIGHTENER THREADED TRUSS ROD, W/ BOLT 7 A P-SL-FIN-07 CONNECTION AT POST 3/4" = 1'-0" 1'-0" MAX. 123 456 789 12 BRACE BAND 3 OFFSET TENSION BAND 4 TENSION BAR 5 TWO HOLE RAIL END 6 RAIL 7 TRUSS TIGHTENER THREADED TRUSS RID, W/ BOLT 89 CHAIN LINK FABRIC CAP B P-SL-FIN-06 POST SPLICE DETAIL POST SPLICE SECTION NTS POST SPLICED & RAIL TO POST CONNECTION 3/4" = 1'-0" 100% PEN. M 1/8" 14" 5'-6"
REQUIRED POST SPLICE 1 23 4 56 7 1 CAP 2 BRACE 3 RAIL END 4 RAIL 5 UPPER POST 6 LOWER POST 3" HIGH X 1/4" THICK BACK-UP STRIP. 7 E P-SL-FIN-10 RAIL & TRUSS CONNECTION TO POST 3/4" = 1'-0" 1 23456 1 POST THREADED TRUSS ROD 23 TRUSS TIGHTENER 4 RAIL TWO HOLE RAIL END 56 BRACE F P-SL-FIN-11 CONNECTION AT POST 3/4" = 1'-0" SLOPE 2"SLOPE
1'-0" MAX. 1 2 345 6 7 89 OFFSET TENSION BAND 12 TENSION BAR 3 CHAIN LINK 4 BRACE 5 RAIL END 6 RAIL 7 FINISH GRADE COMPACTED SUBGRADE. TYP. 8 FOOTING SEE FENCE ELEVATION 9 G P-SL-FIN-08 RAIL & POST CONNECTION AT FOOTING 3/4" = 1'-0" 123 4 2" 56 SLOPE SLOPE 1 BRACE 2 RAIL END 3 RAIL 4 FINISH SURFACE COMPACTED SUBGRADE, TYP. 5 FOOTING SEE FENCE ELEVATION 6 H P-SL-FIN-09 CONSTRUCTION DETAILS 42 CONNECTION AT POST 3/4" = 1'-0" 12 1'-0" MAX. 34567 8 1 BRACE BAND OFFSET TENSION BAND 23 TENSION BAR 4 TWO HOLE RAIL END 5 RAIL 6 TRUSS TIGHTENER THREADED TRUSS ROD, W/ BOLT 78 CHAIN LINK FABRIC D P-SL-FIN-03 NOTE: -ALL CONCRETE FOOTINGS ARE FOR REFERENCE ONLY - REFER TO CIVIL AND STRUCTURAL PLANS FOR FOOTING INFORMATION RAIL CONNECTION TO POST & CHAIN LINK OVER LAP 3/4" = 1'-0" 1 2 1'-6" HOG TIES 34 56 7 1 RAIL 2 POST 3 BRACE 4 RAIL END 5 FABRIC TIE 6 2" LAP 7 CHAIN LINK FABRIC C P-SL-FIN-05 City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA PER PLAN (40' AS SHOWN) . SEE NOTE 8. 4' 7'
8"
8' 3' 4'
8'
10' NOTES: 1. DUGOUT ROOF COVER IS TO BE 2 12" X 12", 20 GAUGE, CORRUGATED METAL (ALUMINUM), (CLASS A ROOF) ATTACHED TO ROOF SUPPORT POLES WITH 3 8" X 1 14" TEC SCREWS AND RUBBER WASHER AT 24" O.C. 2. CORRUGATED METAL SHEETS SHALL HAVE 6" MINIMUM OVERLAPS WHEN STACK JOINING 2 PIECES. 3. DUGOUT ROOF FRAME POST SIZE TO BE SAME SIZE AS TOP AND BOTTOM RAILS OF 8' CHAIN LINK FENCE DETAIL J9/L410. 4. DUGOUT ROOF FRAME POSTS TO BE WELDED TOGETHER. SEE PHOTO 1. 5. WELD DUGOUT ROOF FRAME TO SIDE OF 10' HIGH FENCE POSTS, 8" BELOW TOP OF POST AND ON TOP OF 8' HIGH DUGOUT FENCE POST CAPS. SEE PHOTO 2 & PHOTO 3. 6. SLOPE DUGOUT ROOF TO DRAIN WATER AWAY FROM BALL FIELD. 7. SEE LANDSCAPE CONSTRUCTION NOTES (CHAIN LINK FENCING) FOR ADDITIONAL REQUIREMENTS. 8. FOR 30' DUGOUTS (AS NOTED PER PLAN), OMIT ONE MIDDLE 10' SECTIONS OF FENCING AND ROOFING. ELEVATION A ELEVATION D ELEVATION C PLAN VIEW

SLOPE ROOF

AWAY FROM

BALL FIELD
8" (INFIELD) 4'
8"
8' 7'
10' ELEVATION B
6"
10'
4' 8' BASEBALL DUGOUT 3/8" = 1'-0" 1 1 1 1 2 3 4 2 2 1 FINISH GRADE 23 PHOTO 3 5 4 INSTALL 10' HIGH FENCE PER DETAIL 5 ROOF FRAME SUPPORT POLES ABOVE, TYP. 6 6 6 6 PHOTO 2 2 CORRUGATED METAL ROOF. SEE NOTES. DELV. 7 7 7 INSTALL 8' HIGH FENCE PER DETAIL CELV. BELV. AELV. 8 8 EDGE OF ROOF 9 9 4'-WIDE GATE INSTALL PER DETAIL A P-SL-FIN-166 CONSTRUCTION DETAILS 43 City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA SIDE VIEW REAR VIEW L POST C BASKETBALL GOAL AND CURVED POST INSTALLATION 3/4" = 1'-0" SEE CIVIL AND STRUCTURAL PLANS SEE CIVIL AND STRUCTURAL PLANS" 4'-0"
10'-0" 6'-0" EXTENTION 1 2 345 L.A. STEELCRAFT MODEL 12C56-07 BACKBOARD AND CURVED SINGLE POST BASKETBALL ASSEMBLY. (626) 798-7401 (BACKBOARD IS 1/4" POWDER COATED STEEL PLATE - OPTION 07) OR APPROVED EQUAL. SEE SPECIFICATIONS. 1 L.A. STEELCRAFT DOUBLE RING GOAL MODEL NO.600 AND NYLON CORD NET, MODEL 600N OR APPROVED EQUAL 23 CONCRETE FOOTING UNDISTURBED NATURAL SUBGRADE, OR COMPACT TO 95% RELATIVE COMPACTION. SEE SOILS REPORT FOR ADDITIONAL INFORMATION. 45 BOTTOM COLLAR A P-SL-FIN-164 BASKETBALL COURT 1/8" = 1'-0" GOAL SUPPORT POST BACKBOARD 3-POINT LINE NOTE: ALL LINE 2" WIDE STROKE, TYP. SEE SPECIFICATIONS FOR COLORS AND PAINT 50'-0" 94'-0"
47'-0" 47'-0" R6'-0"
19'-0" 12'-0"R6'-0" R22'-0" 3'-6"
9'-5"
2'-0"
4'-0" 6'-0" 6'-0" B P-SL-FIN-168 CONSTRUCTION DETAILS 44 NOTE: 1. 8" SUBGRADE SHALL BE SCARIFIED, MOISTURE-CONDITIONED, AND RECOMPACTED PER THE PROJECT GEOTECHNICAL REPORT. SPORTS COURT SURFACING 1" = 1'-0" 3" LAYER TYPE C2 ASPHALT (95% COMPACTION) 4" CRUSHED MISCELLANEOUS BASE (95% COMPACTION) 8" SUBGRADE. SEE NOTE 1. (90% COMPACTION) 1" LAYER TYPE D ASPHALT (95% COMPACTION) 123 SPORTS COURT SURFACING: · ACRYLIC STRIPING - 1 COAT PRIMER, 1 COAT WHITE STRIPING - SEAL-A-LINE AND NOVATEX BY NOVAL SPORTS USA · ACRYLIC SURFACE - 2 COATS EACH COLOR; SAND ADDITIVE FOR SLIP RESISTANCE - COLORS TBD - NOVAPLAY BY NOVA SPORTS USA · ACRYLIC RESURFACER - 1 COAT - NOVASURFACE BY NOVA SPORTS USA 12 TACK COAT 3 PRIME COAT C P-SL-FIN-190 NOTE: -ALL CONCRETE FOOTINGS ARE FOR REFERENCE ONLY - REFER TO CIVIL AND STRUCTURAL PLANS FOR FOOTING INFORMATION City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA LITTLE LEAGUE SOFTBALL BATTER'S BOX DIMENSIONS 3/4" = 1'-0" 1'-8" 17" 1'-8" 35'-0"
18'-6" 20'-2" 15'-0"
3'-6" 3'-6" 44'-11" BATTER'S BOX CATCHER'S BOX FOUL LINE 200' HOME PLATE C P-SL-FIN-173 CONSTRUCTION DETAILS 45 LITTLE LEAGUE SOFTBALL FIELD LAYOUT 1" = 1'-0" FOUL LINIE 200' X X X X X X X X X X X X X X X X X X X X X X X X X X X 40'-0" 84'-10" R8'-0" 60'-0"
2'-0"
R50'-0" 4'-0"
8'-0" 6'-0" 20'-0" 20'-0" BACKBOARD 30'-0" RIGHT WING 24'-0" DUGOUT 30'-0" LEFT WING 24'-0" DUGOUT
~ 17'-2"
FOUL LINIE 200'
6'-5" A P-SL-FIN-192 SOCCER FIELD MARKNGS 1" = 30'
232'-0"
116'-0" 165'-0" 58'-6" 48'-0" 58'-6" 28'-6"
15'-0"
42'-0" 108'-0" R24'-0"
R24'-0"
30'-0"
R3'-0"
R24'-0"R24'-0"
165'-0"
82'-6"
R3'-0" 40'-6" 24'-0" 16'-6" 40'-6" 105'-0" 72'-0"
24'-0"
12'-0" U12 SOCCER FIELD DIMENSIONS U10 SOCCER FIELD DIMENSIONS NOTE: INSTALL ADVANCED SPORTS "MARKSMART" LINING SYSTEM FIELD MARKERS AT EACH SOCCER FIELD CORNER, AND AT MIDFIELD ALONG THE TOUCHLINES. B P-SL-FIN-191 City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA CONSTRUCTION DETAILS 46 BLEACHER ASSEMBLY DETAIL PLAN VIEW 15'-0" BLEACHER (NB-0315APRF) [SHOWN] 21'-0" BLEACHER (NB-0321APRF) 2 X 10 SEAT PLANK TYPICAL X-BRACE CONNECTION WITH 1 1/4 BOLT 3 ROW SEATING FRAME 6'-2 1/2" X-BRACE
AT 6'-0" BAYS DOUBLE 2 X 10 FOOT PLANK TYPICAL 2 X 10 PLANK 6'-0" O.C. TYP. 4'-10 13/16" 15'-0" 1'-6" TYP END OVERHANG ROW 1 SEAT ROW 2 SEAT ROW 3 SEAT 21'-0" 3 ROW PREFERRED BLEACHERS A 3/4" = 1'-0" P-SL-FIN-184 BLEACHER ASSEMBLY DETAIL 15'-0" BLEACHER 2 X 10 SEAT PLANK 6'-1 1/2" LONG SPACER BRACE AT 6'-0" BAYS ATTACH USING 3/8 X 1 1/4" HEX HEAD BOLT & FLANGE NUT. TYP. ALL BAYS TYPICAL X-BRACE CONNECTION WITH 1 1/4 BOLT 6'-2 1/2" X-BRACE AT 6'-0" BAYS 1/8" DOUBLE 2 X 10 FOOT PLANKTYPICAL 1 X 6 PLANK TYPICAL 2 X 10 PLANK DOUBLE 1 X 6 TOP ROW RISER PLANK 9'-4 1/2" 1'-6" TYP. END O.H. 6'-0" O.C. TYP. 15'-0" PLAN VIEW TYP. REAR GAURDRAIL POST TYP. 5 ROW SEATING FRAME 5 ROW PREFERRED BLEACHERS B 3/4" = 1'-0" P-SL-FIN-185 City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA CONSTRUCTION DETAILS 47 CL CL CL CL 8'-0"
7'-0" 4'-0" 4'-0"
6"
11"
3'-4"
7'-0"
8'-0"
3'-4" TRILOGY LOCK DETAIL TRILOGY LOCK STEEL COVER NOTES: 1.CHAIN LINK FENCE, GATE AND POST MATERIAL SHALL BE GALVANIZED STEEL UNLESS NOTED. ALL COMPONENTS SHALL CONFORM TO THE CHAIN LINK FENCE AND MISCELLANEOUS METAL CONSTRUCTION SECTION OF THE SPECIFICATIONS. 2.CONCRETE FOOTINGS SHALL BE ALLOWED TO SET FRO SEVEN (7) DAYS PRIOR TO INSTALLATION OF FABRIC OR HARDWARE. 3.HOLD DOWN CONC. FTG. TO RECEIVED FINISH SURFACE PAVEMENT WHERE FTG. IS NOT SURROUNDED BY LANDSCAPED AREA BY LANDSCAPE AREA. IN SUCH CASES, PROVIDED 1" CROWN ON TOP OF ALL POST FTG.'S AT FINISH GRADE.

4.CONCRETE FOOTING TO BE 2500 PSI @ 28 DAYS. PROVIDE 3" OF GRAVEL UNDER CONCRETE FOOTING 5.PEDESTRIAN GATE SHALL BE COMPLIANCE WITH ALL FEDERAL AND STATE REQUIREMENT FOR ACCESSIBILITY OF DOORS AND GATES. 6.VERIFY FENCE AND GATE LAYOUT WITH RAP PROJECT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7.ALL MATERIALS HOT DIP GALVANIZED 5-1/2" 1-1/4" 11"
3-3/8" 1 1 2 2 2 4 5 6 6 6 666 7 7 8910 11 111213 14151617 18 19 19 320 2021 21 22 22 23 24 1-5/8" GATE FRAME TRILOGY LOCK BATTERY UNIT PANIC BAR LOCK BOX 1-1/4" 1-1/2"
3-3/8"STEEL COVER, 11 GAUGE THICK TRILOGY LOCK MID RAILS GATE FRAME LOCK BOX 8' HIGH X 4' WIDE CHAIN LINK SINGLE LEAF GATE WITH TRILOGY AND PANIC HARDWARE 1/2" = 1'-0" 1 POST: 3-1/2" O.D. WITH 12" DIA. X 4'-0" DEEP FOOTINGS GATE FRAMES: TOP, BOTTOM AND SIDE MEMBERS: 1-5/8" O.D., MITER GATE FRAME CORNERS, WELD AND GRIND SMOOTH 2 GATE RAILS: MID RAILS, 1-5/8" O.D. WELD TO GATE FRAME SIDE MEMEBERS AND STEEL LOCK BOX AND GRIND SMOOTH 34 RAILS: TOP AND BOTTOM RAILS, 1-5/8" O.D. WELD TO POST 5 PREFORATED METAL SHEET PANEL, 9 GAUGE, 1/8" ROUND ON 7/32" STAGGERED, CONTINOUS WELD PERFORATED METAL SHEET PANEL ONTO 5/8" WIDE METAL FRAME, PLACE ON INTERIOR SIDE OF GATES 6 HINGES: HEAVY DUTY COMMERCIAL HINGES WELD TO POSTS, 2 HINGES PER GATE, ONE AT TOP AND BOTTOM 7 ALARM LOCK TRILOGY ETDL-S1G-26D-V99 KEYLESS CONTROL UNIT WITH ALARM LOCK ET-BIC/26D BEST KIT. SATIN CHROME FINISH 8 5-1/2" WIDTH X 16" LENGTH X 1-3/4" DEPTH STEEL BOX TO HOUSE TRILOGY LOCK ASSEMBLY. STEEL TO BE 3/16" THICK 9 5/8" WIDE GALVANIZED STEEL METAL BAR, 1/8" THICK, CONTINUOUS WELD TO GATE FRAME 10 POST CAPS SHALL BE MALLEABLE IRON OR PRESSED STEEL 11 TRILOGY LOCK STEEL COVER, 5-1/2" WIDE, 11 GAUGE THICK AROUND TRILOGY LOCK, WELD ONTO FACE OF LOCKING ASSEMBLY BOX ON ALL SIDES, SEE ENLARGED DETAILS, THIS SHEET 12 3" X 1/4" X 82" LATCH PROTECT GALVANIZED STEEL METAL BAR, TACK WELD TO GATE FRAME FOR THE ENTIRE LENGTH OF LATCH SIDE OF GATE 13 PANIC BAR ASSEMBLY. AVAILABLE THROUGH VON DUPRIN MODEL #99EO 26D 48" OR APPROVED EQUAL. SATIN CHROME FINISH 1415 TRILOGY LOCK BATTERY UNIT 3/16" THICK X 6" WIDTH, GALVANIZED STEEL MOUNTING PLATE FOR PANIC BAR. WELD PLATE TO GATE MID RAILS AND FRAME AND LOCK BOX. LENGTH TO BE EQUAL TO WIDTH OF GATE FRAME 16 10" METAL KICK PLATE 3/16" THICK (INSIDE OF PARK), WELD TO GATE FRAME ON PARK SIDE OF GATE 17 GATE CLOSURE UNIT, AVAILABLE THROUGH LCN, MODEL # 4040XP R-W/PA 689 OR APPROVED EQUAL 1819 PROVIDE A 1" CROWN AT TOP OF ALL POST FOOTINGS 20 CONCRETE PAVING 21 CONCRETE FOOTING, SEE CIVIL AND STRUCTURAL PLANS 22 90% RELATIVE COMPACTED SUBGRADE 23 GATE STRIKE, WELD TO POST 2" WILE GALVANIZED STEEL METAL BAR 1/4" THICK, PLACE ON INTERIOR SIDE OF GATE OVER PERFORATED METAL SHEET PANEL, BEAD WELD 2" WIDE METAL BAR TO GATE FRAME AND PERFORATED METAL SHEET PANEL. LENGTH TO BE EQUAL TO WIDTH OF GATE. 24 SIDE MEMBERS: 1-5/8" O.D. WELD TO TOP AND BOTTOM RAILS A P-SL-FIN-19 TRUCK DETAIL Aluminum body Stainless steel ball bearings Aluminum sheave Cast aluminum spindle 8" 12" 6" EXPOSED LENGTH 35'-0"
FOUNDATION CLEAT HEIGHT 5'-0"
OVERALL LENGTH 38'-6"
TAPERED PORTION 20'-0"
3'-6"
STRAIGHT PORTION 18'-6" FLAGPOLE MATERIALS 5" - 14 GAUGE SPUN ALUMINUM BALL GOLD ANODIZED 1 SINGLE SHEAVE TRUCK, CAST ALUMINUM REVOLVING, NON FOULING TYPE 23 1 SET OF HALYARD, #10 POLY 4 2 BRONZE SWIVAL SNAPS WITH COVERS 5 1 - 9" CAST ALUMINUM CLEAT 6 ALUMINUM FLASH COLLAR HARDWOOD WEDGES (SUPPLIED BY OTHERS) 8 DRY SAND TIGHTLY TAMPED AFTER ALIGNING POLE 9 FOUNDATION SLEEVE -16 GA HOT DIP GALVANIZED STEEL 10 123456 CONCRETE FOUNDATION, SEE CIVIL AND STRUCTURAL PLANS 7 78910 11 STEEL CENTERING WEDGES 1112 12 1/4" STEEL BASE PLATE 1/4" STEEL SUPPORT PLATE WELDED TO GROUNDING SPIKE 13 1335' ALUMINUM FLAGPOLE B 1/2" = 1'-0" P-SL-FIN-188 NOTE: -ALL CONCRETE FOOTINGS ARE FOR REFERENCE ONLY - REFER TO CIVIL AND STRUCTURAL PLANS FOR FOOTING INFORMATION SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI HUNTER RZWS-SLEEVE-36-CV 36IN. LONG RZWS WITH FILTER FABRIC SLEEVE, .25 GPM OR .50 GPM BUBBLER OPTIONS, CHECK
VALVE, 1/2IN. SWING JOINT FOR CONNECTION TO 1/2IN. PIPE 14 20 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS RAIN BIRD 6504-PC, FC-SS 08 TURF ROTOR, 4IN. POP-UP, STAINLESS STEEL
RISER, ADJUSTABLE AND FULL CIRCLE. WITHREMOVABLE SEAL-A-MATIC CHECK VALVE, 1IN. FEMALE THREADED INLET. 2 50 7.4 51' RAIN BIRD 6504-PC, FC-SS 10 TURF ROTOR, 4IN. POP-UP, STAINLESS STEEL
RISER, ADJUSTABLE AND FULL CIRCLE. WITHREMOVABLE SEAL-A-MATIC CHECK VALVE, 1IN. FEMALE THREADED INLET. 4 50 9.1 53' RAIN BIRD 6504-PC, FC-SS 14 TURF ROTOR, 4IN. POP-UP, STAINLESS STEEL
RISER, ADJUSTABLE AND FULL CIRCLE. WITHREMOVABLE SEAL-A-MATIC CHECK VALVE, 1IN. FEMALE THREADED INLET. 1 50 12.7 59' RAIN BIRD 6504-PC, FC-SS 18 TURF ROTOR, 4IN. POP-UP, STAINLESS STEEL
RISER, ADJUSTABLE AND FULL CIRCLE. WITHREMOVABLE SEAL-A-MATIC CHECK VALVE, 1IN. FEMALE THREADED INLET. 30 50 15.4 59' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XCZLF-100-PRF LOW FLOW, 0.2-10 GPM, WITH 1IN. LOW FLOW VALVE VALVE AND 1IN. PRESSURE REGULATING RBY FILTER AND 40PSI PRESSURE REGULATOR. 4 PIPE TRANSITION POINT ABOVE GRADE PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. 7 RAIN BIRD MDCFCAP DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING COUPLER. 6 RAIN BIRD ARV050 1/2IN. AIR RELIEF VALVE, MADE OF QUALITYRUST-PROOF MATERIALS, WITH A 6IN. DRIP VALVE BOX (SEB 7XB EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING WATER HAMMER OR BLOCKAGE. 7 AREA TO RECEIVE DRIP EMITTERS RAIN BIRD XB-PC SINGLE OUTLET, PRESSURE COMPENSATING DRIP EMITTERS. FLOW RATES OF 0.5 GPH=BLUE,

1.0 GPH=BLACK, AND 2.0 GPH=RED. COMES WITH A SELF-PIERCING BARB INLET X BARB OUTLET. 16,413 S.F. Emitter Notes: 05PC emitters (1 assigned to each 1 gal. plant) 276 05PC emitters (2 assigned to each 5 gal plant) 166 10PC emitters (1 assigned to each 15 GAL plant) 7 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD EFB-CP-PRS-D 1IN., 1-1/2IN., 2IN. BRASS REMOTE CONTROL VALVE, THAT IS CONTAMINATION PROOF W/SELF-FLUSHING FILTER SCREEN. GLOBE CONFIGURATION, RECLAIMED WATER COMPATIBLE, AND PURPLE HANDLE COVER DESIGNATES NON-POTABLE WATER USE. 14 RAIN BIRD PEB-PRS-D 1IN., 1-1/2IN., 2IN., 3IN. PLASTIC INDUSTRIAL REMOTE CONTROL VALVE. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE. 3 0.25 0.50 08101418FA IRRIGATION SCHEDULE Generated: 2024-12-17 00:22 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Point of Connection Size: 2 1/2" Flow Available 96.31 GPM PRESSURE AVAILABLE Static Pressure at POC: 58 PSI Pressure Available: 58 PSI DESIGN ANALYSIS Maximum Station Flow: 46.8 GPM Flow Available at POC: 96.31 GPM Residual Flow Available: 49.51 GPM Critical Station: 8 Design Pressure: 40 PSI Friction Loss: 2.72 PSI Fittings Loss: 0.27 PSI Elevation Loss: 0 PSI Loss through Valve: 1 PSI Pressure Req. at Critical Station: 44.0 PSI Loss for Fittings: 0.35 PSI Loss for Main Line: 3.49 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Loss for Master Valve: 1.0 PSI Critical Station Pressure at POC: 48.8 PSI Pressure Available: 58 PSI Residual Pressure Available: 9.17 PSI CRITICAL ANALYSIS NUMBER MODEL SIZE TYPE GPM WIRE DESIGN PSI PSI PSI @ POC PRECIP 1 RAIN BIRD EFB-CP-PRS-D 1-1/2" TURF ROTOR 27.4 372.4 40 45.8 46.9 0.5 in/h 2 RAIN BIRD EFB-CP-PRS-D 2" TURF ROTOR 40.6 381.6 40 42.7 44.7 1.26 in/h 3 RAIN BIRD EFB-CP-PRS-D 1-1/2" TURF ROTOR 27.4 391.0 40 45.2 46.3 0.38 in/h 4 RAIN BIRD PEB-PRS-D 1" BUBBLER 1 399.9 20 21.3 21.8 0.86 in/h 5 RAIN BIRD XCZLF-100-PRF 1" AREA FOR DRIP EMITTERS 0.51 409.2 20 24.4 24.9 0.03 in/h 6 RAIN BIRD EFB-CP-PRS-D 1-1/2" TURF ROTOR 27.4 418.2 40 45.7 46.9 0.47 in/h 7 RAIN BIRD XCZLF-100-PRF 1" AREA FOR DRIP EMITTERS 0.26 692.3 20 24.4 24.9 0.04 in/h 8 RAIN BIRD EFB-CP-PRS-D 2" TURF ROTOR 46.8 700.0 40 44.0 48.8 0.49 in/h 9 RAIN BIRD EFB-CP-PRS-D 1-1/2" TURF ROTOR 27.4 707.8 40 45.0 47 1.12 in/h 10 RAIN BIRD EFB-CP-PRS-D 1-1/2" TURF ROTOR 27.4 715.6 40 44.8 46.9 1.12 in/h 11 RAIN BIRD EFB-CP-PRS-D 2" TURF ROTOR 41.1 662.7 40 44.5 48.1 0.45 in/h 12 RAIN BIRD EFB-CP-PRS-D 1-1/2" TURF ROTOR 29.9 653.8 40 44.6 46.8 0.99 in/h 13 RAIN BIRD EFB-CP-PRS-D 2" TURF ROTOR 41.1 645.3 40 43.9 47.4 0.4 in/h 14 RAIN BIRD XCZLF-100-PRF 1" AREA FOR DRIP EMITTERS 0.4 636.7 20 24.4 24.9 0.03 in/h 15 RAIN BIRD EFB-CP-PRS-D 1" BUBBLER 0.5 628.4 20 20.2 20.7 0.94 in/h 16 RAIN BIRD EFB-CP-PRS-D 1-1/2" TURF ROTOR 27.4 619.7 40 46.4 48.2 0.5 in/h 17 RAIN BIRD EFB-CP-PRS-D 1-1/2" TURF ROTOR 21.8 611.6 40 44.2 45.5 1.11 in/h 18 RAIN BIRD XCZLF-100-PRF 1" AREA FOR DRIP EMITTERS 2.61 488.7 20 25.2 25.7 0.05 in/h 19 RAIN BIRD EFB-CP-PRS-D 1" BUBBLER 2 494.8 20 20.3 20.8 0.88 in/h 20 RAIN BIRD EFB-CP-PRS-D 2" TURF ROTOR 41.1 320.3 40 42.9 44.5 0.52 in/h 21 RAIN BIRD EFB-CP-PRS-D 2" TURF ROTOR 41.1 313.3 40 42.8 44.4 1.24 in/h Common Wire 1,133 VALVE SCHEDULE RAIN BIRD 44-LRC 1IN. BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. 8 RAIN BIRD EFB-CP-PRS-D 2" 1IN., 1-1/4”, 1-1/2IN., 2IN. BRASS MASTER VALVE, THAT IS CONTAMINATION PROOF W/SELF-FLUSHING FILTER SCREEN. GLOBE CONFIGURATION, RECLAIMED WATER COMPATIBLE, AND PURPLE HANDLE COVER DESIGNATES NON-POTABLE WATER USE. WITH PRESSURE REGULATOR. 1 EXISTING CONTROLLER 1 RAIN BIRD FS-200-B 2IN. FLOW SENSOR, BRASS MODEL. SUGGESTED OPERATING RANGE 10 GPM TO 100 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPE SIZE. RAIN BIRD COMPATIBLE CONTROLLERS: ESP-LXIVM(P) | LXD | LXME2(P) | ME3, OR CONTROLLERS ACCEPTING CUSTOM K-FACTOR AND OFFSET. INSTALL IN RAIN BIRD VALVE BOX. 1 POINT OF CONNECTION 2 1/2" 1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 2,927 L.F. IRRIGATION MAINLINE: PVC SCHEDULE 40 1,134 L.F. PIPE SLEEVE: PVC SCHEDULE 40 76.7 L.F. MVCFS P.O.C. #" # Valve Number Irrigation Type Valve Flow Valve Callout # Plant Type Valve Size City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By: Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA IRRIGATION NOTES & LEGEND 48 VALVE LOCATION NOTE: ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. ALL PIPING, MAINLINE AND LATERAL, AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF IRRIGATION PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. GENERAL IRRIGATION NOTES: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET, DRIVEWAY AND HARDSCAPE CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. NOTE A - POINT OF CONNECTION: POINT OF CONNECTION SHALL BE A 2 12" POINT OF CONNECTION TO EXISTING WATER METER AND BACKFLOW DEVICE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE 58 PSI DESIGN WATER PRESSURE 40 PSI MAXIMUM SYSTEM DEMAND 46.8 GPM RESIDUAL PRESSURE 9.7 PSI WATER PRESSURE NOTE: CONTRACTOR SHALL VERIFY P.O.C. STATIC PRESSURE IN FIELD PRIOR TO BEGINNING ANY WORK. NOTIFY LANDSCAPE ARCHITECT FOR ANY DISCREPANCIES NOT SIMILAR TO STATIC PRESSURE GIVEN BY WATER PURVEYOR. PSI: 58 PSI NOTE B - CONTROLLER: CONTROLLER 'C' SHALL BE AN EXISTING CONTROLLER, VERIFY OPEN STATION IN FIELD. 21 TOTAL STATIONS USED. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO INSTALLED WITHIN PLANTING AREAS.

N WABASH AVE

LITTLE DALTON WASH

N MINNESOTA AVE E DALTON AVE
N MINNESOTA AVE 5 ROW - 15' WIDE
5 ROW - 15' WIDE 5 ROW - 15' WIDE5 ROW - 15' WIDE 5 ROW - 15' WIDE 5 ROW - 15' WIDE 5 ROW - 15' WIDE 5 ROW - 15' WIDE
3 ROW - 15' WIDE 3 ROW - 15' WIDE
3 ROW - 15' WIDE 3 ROW - 21' WIDE
UE
UE
WUE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W P.O.C. A F A F A A A F F A A F F 3 4" 3 4" 18 18 18 1818 18 18 18 18 18 18 18 10 10 10 18 18 18 18 1818 18 08 08 18 1014 18 18 18 18 18 18 18 1818 18 3 4" 1"112" 1" 112" 2" 1" 1" 1"112" 1" 2" 1" 112" 112" 1" 112" 112" 1" 1"112" 1" 1" 112" 1" 114" 1"114" 1"112" 3 4" 1" 212" FSMV 3 4" 114"2" 3 4" 1" 3 3 4" 4" 112" 1" 112" 112" 1" 3 4" 114" 114" 3 4" 3 4" 212" 3 4" 3 4" 3 4" 3 4" 3 4" 112" 1" 114" 1 1 27.4 112" 114" 2 40.6 2" 3 2 3 27.4 112" 4 1 1" 5 4 5 0.51 1" 0.26 71" 78 212" 212" 2" 46.8 82" 27.4 9112" 910 27.4 10 112" 6 27.4 112" 6 41.1 112" 11 2" 29.9 12 112" 12 41.1 132" 13 0.4 141" 14 15 0.5 151" 16 17 27.4 16 112" 21.8 17 112" 112" 2" 112" 2" 3 4" 3 4" 1819 18 2.61 1" 2021 20 41.1 2" 21 41.1 2" 112" 3 4" 114" 212" 212" 212" 212" 212" 212" 212" 212" 212" 212" 212" 212" ROTOR LAWN ROTOR LAWN ROTOR LAWN BUBBLER TREE DRIP SHRUB ROTOR LAWN DRIP SHRUB ROTOR LAWN ROTOR LAWN ROTOR LAWN ROTOR LAWN ROTOR LAWN ROTOR LAWN DRIP SHRUB BUBBLER TREE ROTOR LAWN ROTOR LAWN ROTOR LAWN ROTOR LAWN BUBBLER TREE DRIP SHRUB19 2 1" NUMBER MODEL SIZE TYPE GPM WIRE DESIGN PSI PSI 1 RAIN BIRD EFB-CP-PRS-D 1-1/2" TURF ROTOR 27.4 372.4 40 45.8 2 RAIN BIRD EFB-CP-PRS-D 2" TURF ROTOR 40.6 381.6 40 42.7 3 RAIN BIRD EFB-CP-PRS-D 1-1/2" TURF ROTOR 27.4 391.0 40 45.2 4 RAIN BIRD PEB-PRS-D 1" BUBBLER 1 399.9 20 21.3 5 RAIN BIRD XCZLF-100-PRF 1" AREA FOR DRIP EMITTERS 0.51 409.2 20 24.4 6 RAIN BIRD EFB-CP-PRS-D 1-1/2" TURF ROTOR 27.4 418.2 40 45.7 7 RAIN BIRD XCZLF-100-PRF 1" AREA FOR DRIP EMITTERS 0.26 692.3 20 24.4 8 RAIN BIRD EFB-CP-PRS-D 2" TURF ROTOR 46.8 700.0 40 44.0 9 RAIN BIRD EFB-CP-PRS-D 1-1/2" TURF ROTOR 27.4 707.8 40 45.0 10 RAIN BIRD EFB-CP-PRS-D 1-1/2" TURF ROTOR 27.4 715.6 40 44.8 11 RAIN BIRD EFB-CP-PRS-D 2" TURF ROTOR 41.1 662.7 40 44.5 12 RAIN BIRD EFB-CP-PRS-D 1-1/2" TURF ROTOR 29.9 653.8 40 44.6 13 RAIN BIRD EFB-CP-PRS-D 2" TURF ROTOR 41.1 645.3 40 43.9 14 RAIN BIRD XCZLF-100-PRF 1" AREA FOR DRIP EMITTERS 0.4 636.7 20 24.4 15 RAIN BIRD EFB-CP-PRS-D 1" BUBBLER 0.5 628.4 20 20.2 16 RAIN BIRD EFB-CP-PRS-D 1-1/2" TURF ROTOR 27.4 619.7 40 46.4 17 RAIN BIRD EFB-CP-PRS-D 1-1/2" TURF ROTOR 21.8 611.6 40 44.2 18 RAIN BIRD XCZLF-100-PRF 1" AREA FOR DRIP EMITTERS 2.61 488.7 20 25.2 19 RAIN BIRD EFB-CP-PRS-D 1" BUBBLER 2 494.8 20 20.3 20 RAIN BIRD EFB-CP-PRS-D 2" TURF ROTOR 41.1 320.3 40 42.9 21 RAIN BIRD EFB-CP-PRS-D 2" TURF ROTOR 41.1 313.3 40 42.8 Common Wire 1,133 VALVE SCHEDULE City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By: Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: SCALE: 1" = 20'-0" 0 10 20 40 100% PLANS NOT FOR CONSTRUCTION PLMA IRRIGATION PLAN 49 City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA IRRIGATION DETAILS 50 FLOW MASTER VALVE AND FLOW SENSOR LAYOUT NOTES: 1. FLOW SENSOR WIRE SHALL BE PER MANUFACTUER'S SPECIFICATIONS 2. MASTER VALVE WIRE SHALL BE DIRECT BURIAL 14 AWG WIRE (OR LARGER) COLOR: BLACK 3. ALL WIRE RUNS SHALL BE CONTINUOUS WITHOUT ANY SPLICES 4. SEE MAST VALVE DETAIL AND FLOW SENSOR DETIAL FOR FURTHER INFORMATION 20" MIN. OF STRAIGHT PIPE 10" MIN. STRAIGHT PIPE 1 2 34 56 7 MAINLINE PIPE FROM BACKFLOW PREVENTION DEVICE 12 MASTER VALVE 3 FLOW SENSOR 4 FLOW RUN 5 SCHEDULE 40 PVC REDUCER 6 SCHEDULE 40 PVC COUPLING MAINLILNE PIPE TO IRRIGATION SYSTEM. 7 D FLOWAMV AFM NO FITTINGS 45° NOTES: 1. CONNECT FLOW METER LEADS TO SENSOR DECODER OR SENSOR CABLE PER CONTROLLER MFR'S INSTRUCTIONS. 2. CONNECT MASTER VALVE LEADS TO SENSOR DECODER PER CONTROLLER MFR'S INSTRUCTIONS. 3. ALL WIRE CONNECTIONS SHALL BE MADE WITH A WIRE CONNECTOR PER IRRIGATION NOTES. 24" 24" NO FITTINGS 24" 123 4 56 7568 10 9 MASTER VALVE FLOW METER - 2WIRE NOT TO SCALE 1 WIRE CONNECTORS: SEE IRRIGATION NOTES. 2 MASTER VALVE. SIZE PER PAN. INSTALLATION PER DETAIL FOR RCV 3 MAINLINE SIZE PER IRRIGATION PLAN 4 1.5" SCH. 80 PVC CONDUIT FOR 2-WIRE CABLE AND/OR SENSOR CABLE, TYP. CHRISTY STD. VALVE I.D. TAG: LETTER TO CORRESPOND TO CONTROLLER. AFFIX TO CONTROL WIRE WITH CALBE TIE. 5 VALVE BOX: RAINBIRD MODEL VB-STD-H STANDARD RECTANGLAR VALVE BOX WITH LOCKING HEX BOLT OR APPROVED EQUAL WITH "MV" OR "FM" BRANDED ON LID, TYP. 6 FLOW METER. INSTALL PER MFR'S INSTRUCTIONS IN VALVE BOX SIMILAR TO RCV. SIZE PER PLAN 78 PIPE DIAMETER EQUAL TO FLOW METER SIZE, TYP. 9 SIZE AS SHOWN ON IRRIGATION PLANS PROVIDE 3/4"X3/4"X16 GA VINYL COATED HEXAGONAL WIRE MESH UNDER EACH VALVE BOX, EXTENDING MIN. 4" BEYOND EACH EDGE. WRAP PORTION EXTENDING BEYOND BOX UP 90 DEG. FLUSH WITH BOX ENDGES. CUT HOLES FOR CONDUIT PENETRATIONS AS NEEDED. 10 C P-SL-FIN-151 GATE VALVE NOT TO SCALE 6"
24" MINIMUM
2" KEEP GRAVEL 3" CLEAR OF MAINLINE 1 2 34567 10 9 8 INSTALL BOX FLUSH WITH FINISH GRADE IN TRUF AREAS, TYP. 1 RAINBIRD VB-STD-H PLASTIC VALVE BOX WITH LOCKING COVER, EMBOSS LID WITH "G.V." TYP. 2 SET VALVE BOX 2" ABOVE FINISH GRADE IN MULCHED AREAS, TYP. 3 COMPACT SOIL THOROGHLY AROUND VALVE BOX, TYP. 4 6" DIA. SLEEVE FROM RIGID P.V.C. PIPE, MIN. 18" LONG 5 2"X4"X24" RECYCLED PLASTIC SUPPORT BLOCK ( 2 EA. VALVE UNDER THE LONG AXIS OF THE VALVE BOX), TYP. 67 1 CUBIC FT. OF 3/4" GRAVEL, TYP. 8 MAINLINE PER PLAN, TYP. LINE SIZED BRASS GATE VALVE. SEE IRRIGATION LEGEND 9 SCH. 40 PVC MALE SXT ADAPTER AT EACH SIDE OF FATE VALVE, TYP. 10 F P-SL-FIN-149 M M NOTES: 1. ALL VALVES SHALL BE INSTALLED IN A MANIFOLD GROUP SIMILAR TO THAT SHOWN IN ABOVE SCHEMATIC. SEE PLANS FOR NUMBER OF RCV/QCV FOR EACH MANIFOLD, TYP. 2. ALL BOXES SHALL BE SQUARE TO ONE ANOTHER AND TO THE EDGES OF ADJACENT FIXED OBJECTS WHERE PRESENT. MANIFOLD GROUP SCHEMATIC 1" RCV RCV RCV QCV GV VALVE BOX LAYOUT NOT TO SCALE+/- 12" TYP. +/- 12"
MIN.
+/- 12"
MIN. 1 23 45 678 91011 1 EDGE OF WALK, CURB, WALL, ECT. 2"X4"X24" RECYCLED PLASTIC SUPPORT BLOCK UNDER THE LONG AXIS OF THE VALVE BOX, EACH SIDE, TYP. 2 QUICK COUPLING VALVE, TYP. SEE DETAIL. 3 REMOTE CONTROL VALVE, TYP. SEE DETAIL. 45 GATE VALVE, TYP. SEE DETAIL. 6 LATERAL LINE, TYP. 7 REMOTE CONTROL VALVE, TYP. PVC VALVE MANIFOLD: SIZE TO MATCH MAINLINE, TYP. 89 QUICK COUPLER PER DETAIL, TYP. 10 LINE SIZE GATE VALVE, TYP. 11 MAINLINE - SIZE PER PLAN G P-SL-FIN-155 TURF - INTERNAL DRIVE ROTOR NOT TO SCALE 1 2 3 4 5 1 FINISH GRADE ROTOR POP-UP SPRINKLER: RAIN BIRD 6504-F4-FC/PC-HS 2 PRE-FABRICATED SWING JOINT: RAIN BIRD TSJ-100-PRS 34 PVC SCH 40 TEE OR ELL 5 LATERAL PIPE A FX-IR-RB-DRIP-20 DRIP LAYOUT NOT TO SCALE 1 2 345 EASY FIT COMPRESSION FITTINGS: COUPLING - RAIN BIRD MDCFCOUP FLUSH CAP - RAIN BIRD MDCFCAP 1 COMPRESSION ADAPTER: RAIN BIRD 600-CF-1 2 LANDSCAPE DRIPLINE TUBING: RAIN BIRD LANDSCAPE DRIPLINE 3 AIR/VACUUM RELIEF VALVE: RAIN BIRD AR VALVE KIT (INSTALL AT HIGH POINT IN LANDSCAPE SYSTEM) 4 CONTROL ZONE KIT: RAIN BIRD XCZ-XXX 5 F A 6 6 MAINLINE PIPE 7 SUPPLY HEADER PVC SCH 40 W/ COMPRESSION FITTINGS: RAIN BIRD 600-CF-1 6 B P-SL-FIN-194 DRIP LINE INSTALLATION NOT TO SCALE EASY FIT COMPRESSION FITTINGS: COUPLING - RAIN BIRD MDCFCOUP FLUSH CAP - RAIN BIRD MDCFCAP 12 TOP OF MUILCH LANDSCAPE DRIPLINE TUBING: RAIN BIRD LANDSCAPE DRIPLINE 3 TIE DOWN STAKE: RAIN BIRD LD16STK 45 FINISHED GRADE 1 2 3 5 E P-SL-FIN-195 City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA IRRIGATION DETAILS 51 DRIP ZONE REMOTE CONTROL VALVE 123456 7 8 910 1311121415 16 17 1 FINISH GRADE/TOP OF MULCH VALVE BOX WITH COVER: RAIN BIRD VB-STD NOTE: OR APPROVED EQUAL 23 30-INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION: RAIN BIRD DB SERIES NOTE: OR APPROVED EQUAL 4 1-INCH BALL VALVE (INCLUDED WITH THE DRIP ZONE KIT) 56 CHRISTIES I.D. TAG RMOTE CONTROL VALVE: RAINBIRD PESB (INCLUDED WITH THE DROP ZONE KIT) 7 PRESSURE REGULATOR QUICK CHECK BASKET FILTER: RAIN BIRD PRB-QKCHK-100 (INCLUDED WITH THE DRIP ZONE KIT) 8 9 PVC SCH 40 FEMALE ADAPTER 10 LATERAL PIPE 11 SCH 80 NIPPLE (LENGTH AS REQUIRED) 12 PVC SCH 40 ELL PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 1314 PVC SCH 40 TEE OR ELL 15 MAINLINE PIPE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 16 PVC SCH 80 NIPPLE, CLOSE (INCLUDED IN DRIP ZONE KIT) 17 A 8" MIN. 3" MIN. . 3" CLR
2"
8" MAX.
3" MIN. A16 SXSXS TEE, TYP. (SCH. 40 PVC LATERAL, TYP.) (SCH. 40 PVC MAINLINE, TYP.) SXS COUP. SXS 90° ELL, TYP. SXS COUP. RCV-2WIRE 3/4" = 1'-0" NOTES: 1.SEE APPLICABLE DETAILS FOR 2-WIRE DECODER AND CABLE INSTALLATION 24"
12" 12345 678910111213 1 INSTALL BOX FLUSH WITH FINISH GRADE IN TURF AREAS, TYP RAINBIRD VB-STD-H PLASTIC VALVE BOX WITH LOCKING COVER. BRAND "R.C.V." AND STATION NUMBER ON LID, TYP. 23 COMPACT SOIL THOROGHLY AROUND VALVE BOX, TYP. 4 CONTROL WIRE TO DECODER, TYP. SEE 2-WIRE SYSTEM LAYOUT DETAIL 1/2" SCH. 80 PVC CONDUIT FOR CONTROL WIRE TO DECODER, TYP. PROVIDE INDIVIDUAL CONDUIT FOR EACH VALVE. 5 CHRISTY STD. VALVE I.D. TAG -- NO. AND LETTER TO CORRESPOND TO CONTROLLER AND VALVE NUMBER. AFFIX TO CONTROL WIRE WITH PLASTIC CABLE TIE, TYP. 67 WIRE CONNECTORS: SEE IRRIGATION NOTES. SET VALVE BOX 2" ABOVE FINISH GRADE IN MULCHED PLANTING AREAS, TYP. 8 SCH.80 PVC MALE NIPPLE @ EACH SIDE OF VALVE - CUT OFF OPPOSING END AND GLUE TO SLIP COUPLING, TYP. 9 REMOVE BOX KNOCKOUTS, 1" CLR OF PIPE, TYP. 10 2" x 4" x 24" PLASTIC LUMBER SUPPORT BLOCKS UNDER LONG AXIS OF VALVE BOX - EACH SIDE, TYP. 11 1 CUBIC FOOT OF 3/4" CRUSHED GRAVEL, TYP. KEEP 3" CLEAR OF MAINLINE, TYP. 12 PROVIDE CONTINUOUS SHEET OF 3/4" X 3/4" X 16 GA VINYL COATED WIRE MESH UNDER ENTIRE MANIFOLD, EXTENDING MIN. 4" BEYOND EDGE OF EACH VALVE BOX. WRAP PORTION EXTENDING BEYOND BOX UP 90 DEG. FLUSH WITH BOX EDGES. CUT HOLES FOR CONDUIT PENETRATIONS AS NEEDED. 13 B P-SL-FIN-153 ROOT WATERING BUBBLER 3/4" = 1'-0" NOTE: ALWAYS LOCATE RWS CANISTERS WITHIN 12" OR LESS FROM EDGE OF TREE ROOTBALL. 12" MIN. 123456789 1011 12131415 4-INCH GRATE BY MFR., TYP. FOR RECLAIMED WATER: USE 4-INCH GRATE RW-GRATE-P NON-POTABLE COVER GRATE 1 BUBBLER NOZZLE PER LEGEND ON PLAN, TYP. 2 RAINBIRD RWS ROOT WATERING SYSTEM PER LEGEND ON PLAN, TYP. 3 FINISH GRADE (BELOW TOP OF MULCH, TYP.) 45 FACTORY INSTALLED CHECK VALVE 4-INCH BASKET WEAVE CANISTER. FILL WITH CLEAN, WASHED GRAVEL. 6 BACKFILL WITH SITE SOIL PER IRRIGATION INSTALLATION NOTES, TYP. 78 1/2-INCH PVC SCH. 80 NIPPLE 9 1/2-INCH SPIRAL BARB ELBOW 10 PVC SCH. 40 TEE OR ELL, TYP. 11 1/2-INCH MALE NPT INLET 12 12-INCH SWING ASSEMBLY 13 PVC LATERAL LINE, TYP. FILL CANISTER WITH CLEAN/WASHED 3/4" CRUSHED ANGULAR ROCK, TYP. 1415 RAINBIRD RWS SAND ROCK (RWS-SOCK C P-SL-FIN-18 SECTION PLAN VIEW MAINLINE MAINLINE QUICK COUPLER (PLASTIC VALVE BOX) 3/4" = 1'-0" 2"
2"1" +/- 1 234567 89 101112 14 13 1 INSTALL BOX FLUSH WITH FINISH GRADE IN TURF AREA, TYP. RAINBIRD MODEL: VB-STD-H STANDARD RECTANGULAR PLASTIC VALVE BOX WITH LOCKING HEX-BOLT COVER, EMBOSSED ON LID WITH "Q.C.V." PER LANDSCAPE CONSTRUCTION NOTES, TYP. 2 SET VALVE BOX 2" ABOVE FINISH GRADE IN MULCHED PLANTING AREAS, TYP. 34 1" QUICK COUPLER, BRASS TWO-PIECE BODY, SEE LEGEND. 5 1" DIA. X 12" LONG SCHEDULE 80 PVC RISER 2"X4"X24" RECYCLED PLASTIC SUPPORT BLOCKS - ON EACH SIDE UNDER LONG AXIS OF VALVE BOX, TYP. 67 1" SCH.80 PVC THREADED COUPLING #4 REBAR STAKE - LENGTH MIN. 24" SECURE TO QCV RISER WITH (2) 3/4" STAINLESS STEEL HOSE CLAMPS, TYP. 89 1 CU. FT. OF 3/4" CRUSHED GRAVEL 10 TEE OR ELL AS REQUIRED 11 SWING JOINT - SEE PLAN BELOW 12 SXSXT SCH.40 P.V.C. TEE RAINBIRD TSJ-18 1" PRESSURE TYPE PVC SWING ASSEMBLY OR APPROVED EQUAL 1314 1" QUICK COUPLER D P-SL-FIN-152 MAX. WIDTH= 2X MAINLINE DIA. +18" MAINLINE COMBINED WITH LATERAL LINE AND 2-WIRE CONDUIT MAX 2.5X DIA. MAIN.

MAIN LINE

BEDDING TO
1' ABOVE
PIPE
BACKFILL TO F.G.

IN 6" LIFTS LATERAL LINE

LATERAL
LINE
12" MIN. FOR

LATERALS
MAIN LINE 2.5X DIA. SLEEVE EX. PAVING MAX. 2.5 X DIA. LATERAL 6" 24" MAIN 2" DIA. OR LESS 30" MAIN 3" DIA. OR MORE

LATERAL

CONTROL WIRE

MAIN LINE
18" DEPTH MAINLINE COMBINED WITH 2-WIRE CONDUIT
MIN. 30" UNDER

PAVING MAINLINE AND CONTROL WIRE BENEATH PAVING
CONTROL WIRE NOTE: 1. PIPE AND CONTROL WIRE CROSSING UNDER PAVING OR WALKWAY OVER 8' WIDE SHALL BE SLEEVED AS INDICATED ABOVE. 2. PIPE BEDDING AND BACKFILL SHALL BE PER APPROVED SOILS REPORT AND LANDSCAPE CONSTRUCTION NOTES, PIPELINE INSTALLATION GENERAL. 1" IRRIGATION TRENCHIG-2WIRE 3/4" = 1'-0" 12345 BACKFILL PER APPROVED SOILS REPORT AND LANDSCAPE CONSTRUCTION NOTES FOR PIPELINE INSTALLATION, GENERAL 1 POSITION CONTROL WIRE CONDUIT AT 18" DEEP, TYP. 2 FOR EXISTING PAVING: SAW-CUT AND REMOVE. FOR REPAIR MATCH TYPE AND GRADE OF EX. PAVING 3 2 SACK SLURRY BACKFILL 4 MAINLINE AND CONTROL WIRES, EACH IN SCH.40 PVC SLEEVE: TWO PIPE SIZES LARGER THAN PIPE/CONDUIT SIZE 5 E P-SL-FIN-150 DIMENSION 1/2" TO 2-1/2" IN SIZE 3" TO 6" IN SIZE A18" 24" C4" 4" B12" PIPE INSTALLATION 12356 B A C C C C C 4 1 FINISH GRADE 2 CLEAN COMPACTED BACKFILL 3 LATERAL PIPE, SEE SPECS. CONTROL WIRES, SEE SPECS. MAINTAIN 6'" MIN. BETWEEN MAINLINE AND WIRE BUNDLE. CONDUIT THROUGHOUT. 4 5 UNDISTURBED SOIL 6 PRESSURE MAINLINE, SEE SPECS. F SLEEVE INSTALLATION 123456 CB A D D D D DIMENSION 14" TO 4" IN SIZE A B C D 36" 24" 24" 4" 1 PAVING 2 SAND BACKFILL 3 LATERAL LINES IN PVC SCHEDULE 40 SLEEVE 4 CONTROL WIRE IN PVC SCHEDULE 40 CONDUIT SLEEVE 5 UNDISTURBED SOIL 6 PRESSURE MAINLINE IN SCHEDULE 40 SLEEVE G SYMBOL BOTANICAL NAME COMMON NAME CONT FORM QTY REMARKS TREES CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL STANDARD 5 QUERCUS ENGELMANNII ENGELMANN OAK 15 GAL STANDARD 2 SYMBOL BOTANICAL NAME COMMON NAME CONT QTY REMARKS SHRUBS ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' HOWARD MCMINN VINE HILL MANZANITA 5 GAL 10 BACCHARIS PILULARIS 'PIGEON POINT' PIGEON POINT COYOTE BRUSH 1 GAL. 155 BACCHARIS X 'STARN' STARN THOMPSON® COYOTE BRUSH 1 GAL. 18 CAREX SPP. COMMON SEDGE 1 GAL. 82 ENCELIA CALIFORNICA CALIFORNIA ENCELIA 1 GAL. 25 ERIOGONUM ARBORESCENS SANTA CRUZ ISLAND BUCKWHEAT 1 GAL. 3 ERIOGONUM FASCICULATUM CALIFORNIA BUCKWHEAT 1 GAL. 18 GALVEZIA SPECIOSA ISLAND SNAPDRAGON 1 GAL. 25 HETEROMELES ARBUTIFOLIA TOYON 5 GAL 7 JUNCUS PATENS CALIFORNIA GRAY RUSH 5 GAL 106 SALVIA APIANA WHITE SAGE 1 GAL. 9 PLANT SCHEDULE City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By: Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA PLANT LEGEND & NOTES 52 1. FOR ADDITIONAL PLANTING INFORMATION NOT MENTIONED IN THESE GENERAL PLANTING NOTES, REFER TO SPECIFICATIONS. 2. ENSURE THAT FINISH GRADE ELEVATIONS OF PLANTING AREAS ARE SET AT PROPER ELEVATIONS RELATIVE TO PAVING FINISH SURFACE ELEVATIONS, UTILITY COVERS AND CURBS. THE FINAL FINISH GRADE SHALL BE UNIFORM, WITHOUT ABRUPT CHANGES IN GRADE, WITHIN ONE-TENTH OF A FOOT OF THE GRADES SHOWN ON THE PLAN AND APPROVED BY THE OWNER'S REPRESENTATIVE / PROJECT ENGINEER. 3. EXISTING SOIL: EXISTING SITE SOIL MAY BE USED FOR PLANTING AREAS, HOWEVER IT MUST BE AMENDED PER AGRONOMIC SOILS REPORT RECOMMENDATIONS . SOIL SAMPLES SHALL BE TAKEN AT TWO (2) LOCATIONS WITHIN THE SITE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CONDUCTED BY A QUALIFIED SOIL TESTING LABORATORY FOR SOIL FERTILITY, BACKFILL, AND SOIL PREPARATION RECOMMENDATIONS. 4. IMPORT SOIL: SHOULD IMPORT SOIL BE NEEDED TO BRING THE SITE TO SPECIFIED FINISH GRADES, SOIL SAMPLES SHALL BE TAKEN AT TWO (2) LOCATIONS WITHIN EACH IMPORT SITE. TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST SUBMIT AGRONOMIC SOIL TEST RESULTS OF IMPORT SOIL AND SOURCE LOCATIONS TO OWNER'S AUTHORIZED REPRESENTATIVE FOR APPROVAL PRIOR TO DELIVERING SOIL TO SITE. ENSURE IMPORT SOIL IS OF SANDY LOAM NATURE, CONTAINING NO TOXIC CHEMICALS OR ELEMENTS THAT MIGHT INHIBIT OR RETARD NORMAL PLANT GROWTH. 5. PLANT MATERIAL, I.E., TREES, SHRUBS, AND GROUND COVERS, MUST BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. PLANT MATERIALS INSTALLED WITHOUT APPROVAL MAY BE SUBJECT TO REMOVAL AND REPLACEMENT WITH RELATED COSTS INCURRED BY THE CONTRACTOR. 6. FINAL LOCATIONS OF PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. PERFORM THE FOLLOWING PROCEDURES BEFORE BEGINNING PLANT PIT EXCAVATIONS: A. SHRUBS - PLACE ACTUAL PLANT CONTAINERS ON-SITE IN PRELIMINARY LOCATIONS. B. TREES - CHALK OR STAKE LOCATIONS BEFORE DIGGING HOLES. 7. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AT LEAST SEVENTY-TWO (72) HOURS IN ADVANCE TO PERFORM A SPECIFIED SITE OBSERVATION TASK. INSUFFICIENT NOTIFICATION TIME GIVEN TO THE OWNER'S AUTHORIZED REPRESENTATIVE MAY REQUIRE THE SITE VISIT TO BE CANCELED, OR POSSIBLY MAKE THE CONTRACTOR RESPONSIBLE TO COMPENSATE THE OWNER FOR OVERTIME. 8. THE CONTRACTOR MUST FURNISH PLANT MATERIAL FREE OF PESTS, POOR CONDITION, OR DISEASE. PLANT MATERIAL MUST BE CERTIFIED PEST AND DISEASE FREE. 9. IF CONFLICTS ARISE BETWEEN THE ACTUAL SIZE OF PLANTING AREAS ON-SITE AND THOSE INDICATED ON DRAWINGS, CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE OWNER'S AUTHORIZED REPRESENTATIVE IN A TIMELY MANNER MAY RESULT IN THE CONTRACTOR'S LIABILITY TO RELOCATE PLANT MATERIAL OR INSTALL NEW PLANT MATERIAL AT THE CONTRACTOR'S EXPENSE. 10. TRIANGULARLY SPACE GROUND COVERS AND SHRUBS, UNLESS INDICATED OTHERWISE ON DRAWINGS, MAINTAIN HALF ON-CENTER SPACING WHEN ADJACENT TO PAVED AREAS, WALLS, OR OTHER FIXED EDGES. 11. MULCH SHRUB AND GROUND COVER AREAS WITH SHREDDED MULCH, AS PER SPECS. 12. DO NOT PLANT TREES ANY CLOSER THAN 3 FEET TO ANY FIXED EDGE, I.E. SIDEWALKS AND WALLS, UNLESS INDICATED OTHERWISE ON DRAWINGS. 13. PROVIDE A TREE STAKE AND MOCK-UP ON-SITE FOR THE OWNER'S AUTHORIZED REPRESENTATIVE'S REVIEW PRIOR TO PERFORMING TREE STAKING. 14. ENSURE THAT TREES AND SHRUBS ARE NOT PLANTED TOO DEEP RELATIVE TO FINISH GRADE. TREES PLANTED TOO DEEP WILL BE REPLANTED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER - REFER TO SPECIFICATIONS AND DETAILS FOR PROPER GRADE ELEVATIONS. ENSURE THAT NO EXISTING OR NEW PLANT MATERIAL OR ROOTS COME IN CONTACT WITH LIME STABILIZED BACKFILL. 15. INSTALL PLANT MATERIAL WITH ITS BEST SIDE FACING THE PREDOMINANT VIEW OF THE PUBLIC WHERE POSSIBLE. 16. DO NOT PLANT TREES WITHIN 10 FEET OF GAS, WATER OR SEWER LINES. CONTACT OWNER'S REPRESENTATIVE/PROJECT ENGINEER IF MEETING THIS REQUIREMENT DIFFERS FROM LOCATIONS INDICATED ON DRAWINGS. 17. REFER TO DRAWING DETAILS FOR REQUIRED PLANTING AND STAKING METHODS. 18. INSTALL LINEAR ROOT BARRIERS ("DEEP ROOT" OR APPROVED EQUAL) FOR ALL TREES WITHIN 5'-0" OF CONCRETE CURB, CONCRETE PAVING PER OWNER'S REPRESENTATIVE/PROJECT ENGINEER STANDARDS AND SPECS. REFER TO MANUFACTURER'S INSTALLATION SPECIFICATIONS. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 20. REFER TO THE SPECIFICATIONS FOR PLANTING REQUIREMENTS, MATERIALS AND EXECUTION. 21. ALL TREES SHALL BE TAGGED BY THE LANDSCAPE ARCHITECT AT A NURSERY OR NURSERIES SELECTED BY THE CONTRACTOR OR AT THE DISCRETION OF THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. IF TAGGING IS REQUIRED AT MORE THAN THREE (3) NURSERIES, THE CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL COST FOR THE LANDSCAPE ARCHITECT'S TIME. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST SEVENTY-TWO (72) HOURS IN ADVANCE OF THE TREE SELECTION DATE. THE OWNER'S AUTHORIZED REPRESENTATIVE MAY ACCOMPANY THE PROJECT LANDSCAPE ARCHITECT FOR THE TREE SELECTION. 22. PRE-SELECTED OR "LANDSCAPE ARCHITECT - TAGGED" PLANT MATERIAL MUST BE INSPECTED BY THE CONTRACTOR AND BE CERTIFIED PEST AND DISEASE FREE. IT IS THE CONTRACTOR'S OBLIGATION TO WARRANTY ANY AND ALL PLANT MATERIAL PER SPECIFICATIONS. 23. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED AS PER SPECIFICATIONS. 24. PLANT MATERIAL SHALL BE GROWN AND/OR ACCLIMATED UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE OF THE PROJECT SITE. 25. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE OWNER'S AUTHORIZED REPRESENTATIVE DUE TO HEALTH, FORM OR DAMAGE BEFORE OR AFTER PLANTING. WARRANTY ALL PLANT MATERIAL, SMALLER THAN 15 GALLON CONTAINER SIZE, TO BE IN HEALTHY AND FLOURISHING CONDITION OF ACTIVE GROWTH FOR A PERIOD OF (1) YEAR AFTER DATE OF PROJECT ACCEPTANCE. WARRANTY ALL PLANT MATERIAL, 15 GAL. OR LARGER TO BE IN HEALTHY AND FLOURISHING CONDITION OF ACTIVE GROWTH FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF PROJECT ACCEPTANCE. 26. FERTILIZER TABLETS SHALL BE APPLIED PER THE PROJECT SPECIFICATIONS AND AGRONOMIC SOILS REPORT. 27. PLANT CENTERS SHALL NOT BE PLACED WITHIN EIGHTEEN (18") INCHES OF SPRINKLER HEADS. 28. FORM BERMED WATERING BASIN AROUND ALL TREES INSTALLED IN GROUND COVER AND SHRUB AREAS. FILL BASIN WITH MULCH AS SHOWN ON DETAILS AND AS SPECIFIED. 29. PLANT SPACING SHALL TAKE PRECEDENCE OVER IRRIGATION VALVE BOX, PIPE, AND OTHER EQUIPMENT LOCATIONS. VISIBLE IRRIGATION EQUIPMENT SHALL BE INSTALLED IN AN ORGANIZED MANNER PERPENDICULAR TO HARDSCAPE ELEMENTS. 30. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS-FREE CONDITION THROUGHOUT THE NINETY (90) DAY ESTABLISHMENT PERIOD. 31. QUANTITIES ARE PROVIDED AS A CONVENIENCE TO THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT A SUFFICIENT NUMBER OF PLANTS ARE PROVIDED TO ACHIEVE SPECIFIED SPACING WITHIN EACH PLANTING AREA. GENERAL PLANTING NOTES SOD - TIFTUF BERMUDA CERTIFIED - NATURAL TURF PLAY FIELD - 7,000 SQ.FT. INSTALL 2" LAYER OF MULCH - 18,300 SQ.FT.

SYMBOL BOTANICAL NAME COMMON NAME CONT FORM QTY REMARKS TREES CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL STANDARD 5 QUERCUS ENGELMANNII ENGELMANN OAK 15 GAL STANDARD 2 SYMBOL BOTANICAL NAME COMMON NAME CONT QTY REMARKS SHRUBS ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' HOWARD MCMINN VINE HILL MANZANITA 5 GAL 10 BACCHARIS PILULARIS 'PIGEON POINT' PIGEON POINT COYOTE BRUSH 1 GAL. 155 BACCHARIS X 'STARN' STARN THOMPSON® COYOTE BRUSH 1 GAL. 18 CAREX SPP. COMMON SEDGE 1 GAL. 82 ENCELIA CALIFORNICA CALIFORNIA ENCELIA 1 GAL. 25 ERIOGONUM ARBORESCENS SANTA CRUZ ISLAND BUCKWHEAT 1 GAL. 3 ERIOGONUM FASCICULATUM CALIFORNIA BUCKWHEAT 1 GAL. 18 GALVEZIA SPECIOSA ISLAND SNAPDRAGON 1 GAL. 25 HETEROMELES ARBUTIFOLIA TOYON 5 GAL 7 JUNCUS PATENS CALIFORNIA GRAY RUSH 5 GAL 106 SALVIA APIANA WHITE SAGE 1 GAL. 9 PLANT SCHEDULE UE UE WUE W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W

N WABASH AVE

LITTLE DALTON WASH
City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: KEY MAP GLENDORA N.T.S.

N WABASH AVE
LITTLE DALTON WASH E DALTON AVE DI V VV MH V MH MH V MH V F/H CB V V UB DI DI MH MH CB MH 790 795 795 800 800 800 805 805 N MINNESOTA AVE SCALE: 1" = 20'-0" 0 10 20 40 100% PLANS NOT FOR CONSTRUCTION PLMA PLANTING PLAN 53 MATCHLINE SEE SHEET 54 53 54 SOD - TIFTUF BERMUDA CERTIFIED - NATURAL TURF PLAY FIELD - 7,000 SQ.FT. INSTALL 2" LAYER OF MULCH - 18,300 SQ.FT.

SYMBOL BOTANICAL NAME COMMON NAME CONT FORM QTY REMARKS TREES CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL STANDARD 5 QUERCUS ENGELMANNII ENGELMANN OAK 15 GAL STANDARD 2 SYMBOL BOTANICAL NAME COMMON NAME CONT QTY REMARKS SHRUBS ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' HOWARD MCMINN VINE HILL MANZANITA 5 GAL 10 BACCHARIS PILULARIS 'PIGEON POINT' PIGEON POINT COYOTE BRUSH 1 GAL. 155 BACCHARIS X 'STARN' STARN THOMPSON® COYOTE BRUSH 1 GAL. 18 CAREX SPP. COMMON SEDGE 1 GAL. 82 ENCELIA CALIFORNICA CALIFORNIA ENCELIA 1 GAL. 25 ERIOGONUM ARBORESCENS SANTA CRUZ ISLAND BUCKWHEAT 1 GAL. 3 ERIOGONUM FASCICULATUM CALIFORNIA BUCKWHEAT 1 GAL. 18 GALVEZIA SPECIOSA ISLAND SNAPDRAGON 1 GAL. 25 HETEROMELES ARBUTIFOLIA TOYON 5 GAL 7 JUNCUS PATENS CALIFORNIA GRAY RUSH 5 GAL 106 SALVIA APIANA WHITE SAGE 1 GAL. 9 PLANT SCHEDULE

N MINNESOTA AVE E DALTON AVE

N MINNESOTA AVE
City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By:

Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: KEY MAP GLENDORA N.T.S.

N WABASH AVE
LITTLE DALTON WASH E DALTON AVE DI V VV MH V MH MH V MH V F/H CB V V UB DI DI MH MH CB MH 790 795 795 800 800 800 805 805 N MINNESOTA AVE SCALE: 1" = 20'-0" 0 10 20 40 100% PLANS NOT FOR CONSTRUCTION PLMA PLANTING PLAN 54 MATCHLINE SEE SHEET 53 53 54 SOD - TIFTUF BERMUDA CERTIFIED - NATURAL TURF PLAY FIELD - 7,000 SQ.FT. INSTALL 2" LAYER OF MULCH - 18,300 SQ.FT.

PLANTING DETAILS 55 EQ. EQ. EQ. EQ.

EQ. EQ. ALIGN ALIGN
ALIGN EQ. TRIANGULAR SHRUB/ G.C. SPACING 12 3 EDGE OF PLANTER 1 PLANT LOCATION 2 PLANT SPACING FROM EDGE OF PLANTER 3 NOTES: 1. SET FINISH GRADE OF PLANTING AREA 2" BELOW FINISH SURFACE OF PAVING, CURB, OR HEADER 2. PLANTING AREA TO BE TILLED TO DEPTH OF 12" INCLUSIVE OF ALL SOIL AMENDMENTS AS SPECIFIED. 3. SEE PLANTING SCHEDULE FOR SPACING OF ALL SHRUBS AND GROUNDCOVERS 4. ALL SHRUBS/GROUNDCOVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. A 1 2 45 678 910 2X ROOTBALL ROOTBALL (+) 12" 3 110 PLAN VIEW PREVAILING WIND SECTION (AT CURB OR SIDEWALK) CURB SIDEWALK ROOT BARRIER 24" MIN DEEP x 15' MIN LONG (7.5' O.C. FROM TREE WHERE APPLICABLE TREE PLANTING 3/8" = 1'-0" 1 TREE TRUNK, PROTECT IN PLACE TREE ROOTBALL, SET TOP OF ROOTBALL 2" ABOVE FINISH GRADE 2 BERM & WATER WELL, REMOVE BERM AFTER ESTABLISHMENT PERIOD 3 2-3" LAYER OF BARK MULCH, REFER TO MULCH SPECIFICATION, KEEP MULCH 3" AWAY FROM TRUNK 45 FINISH GRADE PLANT TABS, REFER TO PLANTING SPECIFICATIONS 6 AMENDED SOIL & BACKFILL, REFER TO SOILS REPORT, WATER THE PLANTING PIT PRIOR TO BACKFILL & COMPACT BACKFILL SOIL BELOW THE SHRUB 78 NATIVE SOIL INSTALL 2" DIAMETER TREATED LODGEPOLE PINE TREE STAKES, REMOVE NURSERY STAKES, REMOVE LODGEPOLE STAKES AFTER 2 GROW SEASONS, CUT TOP OF STAKE 6" BELOW TREE CANOPY 9 BLACK RUBBER CINCH TIES, WRAP CINCH TIES @ TREE TRUNK, DO NOT USE NAILS / METAL WIRE @ TREE TRUNK 10 B City Engineer RCE 51197 Date Approved By: 57 File No.: Sheet of Date: Scale: Checked By: Drawn By: Engineering GLENDORA Division CITY OF FINKBINER PARK STORMWATER CAPTURE PROJECT REVISIONS 12/20/2024 No. DESCRIPTION Appr Date: PLAN NO. ____ R Know what's below. Call before you dig. WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: 100% PLANS NOT FOR CONSTRUCTION PLMA 2x DIAMETER OF ROOTBALL ROOTBALL NOTES 1. SET TOP OF ROOTBALL 1/2" ABOVE FINISH GRADE AND SLOPE FOR DRAINAGE SHRUB & GROUNDCOVER PLANTING 123 4 567 CONTAINER PLANT (CENTER IN PIT) 1 3" MIN. DEPTH WATER BASIN 2 MULCH LAYER PER PLANTING SPECIFICATIONS 34 FINISH GRADE AMENDED BACKFILL SOIL PER AGRONOMIC SOILS REPORT RECOMMENDATIONS 5 PLANT FERTILIZER TABLETS PER AGRONOMIC SOILS REPORT RECOMMENDATIONS 67 UNDISTURBED SOIL C ROOTBALL AREA ROOTBALL AREA 1 2 XX MIL EPDM LINER AND NON-WOVEN GEOTEXTILE UNDERLAYMENT 1 AMENDED BACKFILL SOIL PER AGRONOMIC SOILS REPORT RECOMMENDATIONS 2 LANDSCAPE BOULDERS - PLACE PER LANDSCAPE ARCHITECT'S DIRECTION - SEE PROJECT SPECIFICATIONS 34 FINISH GRADE RECIRCULATING STREAM CENTER LINE - SEE CIVIL DRAWINGS FOR ALIGNMENT 5 PLANT FERTILIZER TABLETS PER AGRONOMIC SOILS REPORT RECOMMENDATIONS 67 UNDISTURBED SOIL 3 46 3 5 7 STREAM PLANTING D 3/4" = 1'-0" P-SL-FIN-187 "L"

1. LAPS SHOWN IN THIS TABLE ARE CLASS B, CATEGORY 3
TYPE SPLICES. LAP LENGTH IS BASED UPON SMALLER OF
TWO BARS BEING SPLICED WHEN NOT THE SAME SIZE.

2. INCREASE LAP LENGTHS BY A FACTOR OF 1.3 FOR

HORIZONTAL REINFORCEMENT SO PLACED THAT MORE
THAN 305MM (12") OF CONCRETE IS CAST IN THE
MEMBER BELOW THIS REINFORCEMENT.

NOTES: f'c=4000
BAR
5 24"
L"
90° BEND
D
d 12d OR 1'-0" MIN.

REINFORCING LAP SPLICE SCHEDULE
1 REINFORCING LAP DETAIL
SCALE: NTS
4 20"
D=6d FOR SMALLER BARS
D=8d FOR #9 AND LARGER
180° BEND
D
4d OR 5" MIN.
d
6 28"
A.

B.

C.

D.

E.

F.

G.

I.

H.

J.

REINFORCED CONCRETE WORK SHALL CONFORM TO APPLICABLE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE 2019 EDITION, AND ACI STANDARD 318.

COMPRESSION STRENGTH OF ALL REINFORCED CONCRETE SHALL NOT BE LESS THAN 4000 PSI AT 28 DAYS.

CONCRETE SLUMP SHALL NOT EXCEED 3" WHEN TESTED IN ACCORDANCE WITH ASTM STANDARD NO. C143 FOR FOOTINGS, SLABS, BEAMS AND GIRDERS. 3" FOR CAST-IN-PLACE WALLS AND COLUMNS.

REINFORCING BARS SHALL BE DEFORMED BARS CONFORMING TO THE REQUIREMENTS OF MINIMUM ASTM A615 GRADE 40 FOR #3 AND SMALLER BARS, AND MIN. GRADE 60 FOR BARS LARGER THAN #3, U.N.O. ALL REINFORCEMENT TO BE WELDED SHALL CONFORM TO ASTM A706.

SUPPORTS AND ACCESSORIES SHALL BE FURNISHED AS SHOWN OR REQUIRED. CHAIRS PLACED AGAINST EXPOSED SURFACES SHALL BE GALVANIZED OR PROVIDED WITH PLASTIC FEET.

WELDED WIRE FABRIC SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185. MESH FOR SLABS ON GRADE SHALL BE PROPERLY SUPPORTED. PULLING UP MESH AFTER CONCRETE PLACEMENT IS NOT ALLOWED.

MINIMUM COVERAGE FOR REINFORCING SHALL BE THE CLEAR DISTANCE TO THE FACE OF BARS AS FOLLOWS: 3" WHEN CONCRETE IS POURED AGAINST EARTH; 1 1/2" FOR #5 AND SMALLER BARS FROM FORMED OR FINISHED SURFACES EXPOSED TO GROUND OR WEATHER, 2" FOR #6

AND LARGER BARS FROM FORMED OR FINISHED SURFACES EXPOSED TO GROUND OR WEATHER.

ALL REINFORCING STEEL SHALL BE ACCURATELY POSITIONED AND ADEQUATELY TIED USING PROPER CHAIRS OR BOLSTERS PRIOR TO POURING CONCRETE.

SPLICES IN REINFORCEMENT SHALL NOT BE MADE AT OR NEAR POINTS OF MAXIMUM STRESS. SPLICES SHALL BE PER TYPICAL FOUNDATION DETAILS.

ALL CONCRETE EDGES, CORNERS AND INTERSECTIONS SHALL BE TOOLED OR CHAMFERED NO LESS THAN 3/4" WHETHER SHOWN OR NOT ON THE DRAWINGS.

CONSTRUCTION JOINTS WILL NOT BE PERMITTED, EXCEPT AS SHOWN ON THE DRAWINGS, WITHOUT WRITTEN CONSENT OF THE ENGINEER.

CONCRETE NOTES
A. EXISTING CONCRETE CHANNEL AND STORM DRAIN STRUCTURES SHALL BE SAW-CUT AS SHOWN ON THE PLAN FOR REMOVALS AND AS REQUIRED TO CREATE A JOINT 1/4 THE THICKNESS OF THE EXISTING CONCRETE THICKNESS. THE PORTIONS OF THE CONCRETE TO BE REMOVED SHALL BE REMOVED BY CRUSHING OR HAMMERING. ANY DAMAGE DURING CONSTRUCTION TO THE EXISTING

STORM DRAIN STRUCTURES SHALL BE REPAIRED TO THE ACCEPTANCE OF THE COUNTY OF LOS ANGELES.

B. EXISTING REINFORCING SHALL BE TIED TO NEW REINFORCEMENT BARS WHERE POSSIBLE.

CONCRETE DEMOLITION NOTES
S-1: STRUCTURAL DETAILS
City Engineer RCE 51197 Date
Approved By:
59 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 1/16/2025
No. DESCRIPTION Appr Date:

PLAN NO. ____
R Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

DSC
100% PLANS NOT JED

FOR CONSTRUCTION
1/16/25 DSC PROJECT NUMBER: 01052-22001 C
EXP: 9-30-26
No. S5251
E
R
TA

T U ET OF

J OSE PH

S NI A L
R

A IF L O
. D I E T
Z
R
A

S T U C
R
E

G ISTERED PROFESS IONAL

ENG I N
E
E
R

1. PREFABRICATED STORM WATER INFILTRATION UNITS SHALL BE CONFORM TO THE

REQUIREMENTS OF THE PROJECT SPECIFICATIONS

2. CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND ACI 350, CODE REQUIREMENTS FOR

ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES

3. UNITS SHALL BE DESIGNED FOR THE FOLLOWING LOADS:

EARTH PRESSURE: 58 PCF
SOIL WEIGHT: 120 PCF
SEISMIC LOADING: PER ACI 350.3
VEHICLE LOADING: HS-20

STORM WATER INFILTRATION SYSTEM NOTES
2 SCALE: 1/2" = 1'-0"

FINISH SURFACE PER CIVIL
PLANS

PREFABRICATED REINFORCED

CONCRETE INFILTRATION UNITS

PREFABRICATED WALL

PANEL SECTIONS
INLET/OUTLET PIPE. SIZE,

SLOPE AND INVERT PER

CIVIL PLANS
RADIUS = 3" TYPICAL

CLOSURE POUR
#4 DOWELS @ 12" O.C. EACH SIDE,
DOWEL 12" INTO WALL PANEL

UNITS WITH EPOXY ADHESIVE
#4 CIRCUMFERENTIAL HOOP
REINFORCING, 2 TYPICAL

INFILTRATION GALLERY TYPICAL
INLET/OUTLET DETAIL 3 BACKSTOP SUPPORT POLE FOOTING
SCALE: 1" = 1'
2'-0" Ø REINFORCED
CONCRETE FOUNDATION 2" MIN. ABOVE FINISH GRADE DEPTH = 3'-6" FOR 8' HIGH FENCE DEPTH = 5'-6" FOR 20' HIGH FENCE DEPTH = 6'-6" FOR 30' HIGH FENCE 3" CLEAR, TYP.

BACKSTOP SUPPORT POLE, SPACE
NO FURTHER THAN 10'-0" O.C. SIZE
OF SUPPORT POLE:
8' FENCE: 3"Ø, SCHEDULE 40
20' FENCE: 6"Ø, SCHEDULE 80
30' FENCE: 8"Ø, SCHEDULE 80
#3 TIES SPACED AT 6" O.C.,
VERTICALLY. ADD EXTRA #3 TIES AT

TOP OP PEDESTAL AS SHOWN
#5 VERTICAL BARS, 6 TOTAL, SPACE

EQUALLY AROUND CIRCUMFERENCE OF

CONCRETE FOUNDATION

FINISH GRADE OR PAVING PER CIVIL
PLANS

EMBED POLE IN CONCRETE

FOUNDATION
12" THICK LAYER OF CRUSHED

MISCELLANEOUS BASE,
COMPACTED TO 95% RELATIVE

COMPACTION

SLOPE OF EXCAVATION, SHORING MAY BE

USED IN LIEU OF OPEN TRENCH

EXCAVATION AT THE CONTRACTORS SOLE
DISCRETION. PROVIDE SHORING PLAN AS
REQUIRED.

BACKFILL PER

SPECIFICATIONS

FINISH SURFACE PRECAST PUMP STATION,

VAULT, OR HYDRODYNAMIC

SEPARATOR

SCARIFY BOTTOM OF EXCAVATION,

MOISTURE CONDITION TO WITHIN
2% OF OPTIMUM MOISTURE AND
RECOMPACT TO 90% RELATIVE

COMPACTION
4 SCALE: NONE

TYPICAL BEDDING FOR PRECAST ITEMS
(OTHER THAN INFILTRATION GALLERY)
5 SCALE: 1" = 1'-0"

OUTLET CONNECTION TO LITTLE DALTON WASH
1 1
8" D.I.P. OUTLET PIPE, SEE CIVIL
PLANS FOR INVERT AND SLOPE 8" MIN. 2'-0" SQUARE OPENING EXISTING 7" THICK REINFORCED

CONCRETE CHANNEL WALL

LITTLE DALTON WASH

SAWCUT EXISTING CHANNEL WALL ALONG
PERIMETER OF PORTION TO BE REMOVED.

REFER TO CONCRETE DEMOLITION NOTES

FOR REQUIREMENTS

PRESERVE EXISTING REINFORCING

INTO NEW CONCRETE SECTION WHERE

POSSIBLE
#4 REINFORCING, EACH FACE
#4 CIRCUMFERENTIAL REINFORCING,

EACH FACE
R=1 1/2"

MATCH EXISTING

CHANNEL WALL WIDTH

EXISTING CHANNEL INVERT,

PROTECT IN PLACE

PRESERVE EXISTING REINFORCING

INTO NEW CONCRETE SECTION WHERE

POSSIBLE
#4 REINFORCING, EACH FACE. EACH

SIDE AND TOP AND BOTTOM OF NEW
OPENING. DOWEL 4" MIN. INTO

EXISTING CONCRETE WALL WITH
EPOXY ADHESIVE 2'-0" SQUARE OPENING 8" MIN. 6" MIN.

SECTION FRONT ELEVATION
EXISTING 7" THICK REINFORCED

CONCRETE CHANNEL WALL

CUT EXISTING WALL REINFORCEMENT
WHERE CONFLICTS WITH NEW 8" DIP.

MAINTAIN 2" CLEAR

EXISTING CHANNEL INVERT,

PROTECT IN PLACE
#4 CIRCUMFERENTIAL REINFORCING,

EACH FACE

AS SHOWN
6 SCALE: 1" = 1'-0"

SITE RETAINING WALLS
FOR H<2', 1'-6"
FOR H = 2' TO 4', 2'-6" 3" CLEAR, TYP. 1'-4" 6" MIN. H, 4'-0" MAX.

FINISH GRADE PER CIVIL
8" THICK REINFORCED CONCRETE

RETAINING WALL, PROVIDE

VERTICAL CONSTRUCTION OR
CONTROL JOINT AT 40'-0" O.C.
#4@12" O.C. VERTICAL

REINFORCING, CENTER IN WALL
#4 HORIZONTAL AT TOP AND
BOTTOM OF WALL AND 18" O.C.

FINISH GRADE PER

CIVIL PLANS

REINFORCED CONCRETE

FOUNDATION

ALTERNATE DIRECTION OF

LEG OF VERTICAL DOWEL
#4 HORIZONTAL REINFORCING, 3

AT TOP AND BOTTOM OF

FOOTING AS SHOWN
#4@12" O.C.
58 1'-0"
59 S-2: STRUCTURAL DETAILS
City Engineer RCE 51197 Date
Approved By:
59 File No.:

Sheet of
Date:

Scale:

Checked By:

Drawn By:

Engineering
GLENDORA Division

CITY OF

FINKBINER PARK STORMWATER CAPTURE PROJECT
REVISIONS 1/16/2025
No. DESCRIPTION Appr Date:

PLAN NO. ____
R Know what's below. Callbefore you dig.

WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR

MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT

ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.

ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER

NO FIELD CHANGES
CONTRACTOR NOTICE:

DSC
100% PLANS NOT JED

FOR CONSTRUCTION
1/16/25 DSC PROJECT NUMBER: 01052-22001 C
EXP: 9-30-26
No. S5251
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T U ET OF

J OSE PH

S NI A L
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A IF L O
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S T U C
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G ISTERED PROFESS IONAL

ENG I N
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AS SHOWN
1 SCALE: 1" = 1'-0"
DIVERSION STRUCTURE AT LITTLE DALTON WASH 1'-0" THICK BOTTOM SLAB 8" THICK REINFORCED

CONCRETE WALLS
8" THICK REINFORCED
CONCRETE WALLS 9" THICK NEW REINFORCED CONCRETE CHANNEL INVERT SLAB, SLOPE PER CIVIL PLANS

LITTLE DALTON WASH
CL 1'-0" THICK TOP SLAB

BACKFILL PER PROJECT

SPECIFICATIONS, FINISH GRADE

PER CIVIL PLANS

INVERT PER

CIVIL PLANS

PRESERVE EXISTING REINFORCING

INTO NEW CONCRETE SECTION WHERE

POSSIBLE
30" RCP DIVERSION OUTLET

PIPE, REFER TO CIVIL PLANS

FOR SLOPE
EXISTING 7" THICK REINFORCED

CONCRETE CHANNEL WALL

SAWCUT EXISTING CHANNEL WALL ALONG
PERIMETER OF PORTION TO BE REMOVED.

REFER TO CONCRETE DEMOLITION NOTES

FOR REQUIREMENTS

SAWCUT EXISTING CHANNEL WALL ALONG
PERIMETER OF PORTION TO BE REMOVED.

REFER TO CONCRETE DEMOLITION NOTES

FOR REQUIREMENTS

PROVIDE TEMPORARY CHANNEL

CROSS-BRACING ON EACH SIDE OF
PORTION OF CHANNEL TO BE REMOVED.

SUBMIT BRACING PLAN FOR ENGINEER

APPROVAL
#4 HORIZONTAL @ 12" O.C., TOP

AND BOTTOM
#4 HORIZONTAL @ 12" O.C.,

EACH FACE, EACH WAY
R = 3"
3"

PRESERVE EXISTING REINFORCING

AND BEND INTO NEW CONCRETE
SECTION, 12" LEG LENGTH
3" DEEP METAL
GRATE
L 3x3x1/2" PERIMETER SUPPORT ANGLE (4

SIDES), PROVIDE FASTENERS FOR

SECURING METAL GRATE
1/2"Ø x 4" LONG METAL STUDS

WELDED TO SUPPORT
ANGLE, 12" SPACING
#4 BAR AROUND

PERIMETER OF OPENING
#5 HORIZONTAL @ 8" O.C., TOP AND

BOTTOM, EACH WAY, LAP WITH EXISTING

REINFORCING WHERE POSSIBLE
#5 @ 8" O.C., EACH WAY,

CENTERED IN WALL SECTION
#5 HORIZONTAL @ 8" O.C., TOP AND

BOTTOM, EACH WAY
#5 HORIZONTAL @ 6" O.C., TOP

AND BOTTOM
2 SCALE: 1" = 1'-0"

SWITCHGEAR CONCRETE PAD

NEW SWITCHGEAR, REFER TO

ELECTRICAL DRAWINGS

FINISH GRADE, DRAIN

AWAY FROM EQUIPMENT
PAD
#4 @ 12" O.C., E.W.

CENTERED IN SLAB
KWIK BOLT TZ2-SS 304 1/2Ø WITH 3 3/4"

EMBEDMENT TYPICAL AT EACH CORNER
OF EACH SECTION OF SWITCHGEAR, 4

TOTAL AT EACH SECTION
OVEREXCAVATE 12" BELOW BOTTOM OF

CONCRETE PAD, SCARIFY SUBGRADE,

MOISTURE CONDITION AND RECOMPACT TO
90% RELATIVE COMPACTION. COMPACT NEW
MISCELLANEOUS BASE IN 6" LIFTS TO 92%
COMPACTION.

NOTE: PAD DIMENSIONS MAY BE

INCREASED AS NECESSARY FOR SITE

SPECIFIC REQUIREMENTS, DIMENSIONS

SHOWN ARE MINIMUM REQUIRED
3' WIDE x 5'-6" REINFORCED CONCRETE EQUIPMENT PAD 8" THICK EQUIPMENT PADL 3x3x1/2" PERIMETER SUPPORT ANGLE (3 SIDES) WITH 1/2"Ø x 4" LONG METAL
STUDS WELDED TO SUPPORT ANGLE, 12"

SPACING
L3x3x1/2" VERTICAL @ 8" O.C. TO

SUPPORT GRATING MEMBER

AND PROTECT INLET
3/16"
TYP.
3 SCALE: 1" = 1'-0"
SEAT WALL AT BASKETBALL COURT 4
SCALE: 1" = 1'-0"

FIELD PERIMETER RETAINING WALL
5 SCALE: 1" = 1'-0"

POST FOOTING AND WALL INTERFACE
1'-6" 1'-6" MIN. 1'-0"
2'-6"
6" 18" MIN. 22" MAX.
3/4" CHAMFER AT
EDGES
REINFORCED CONCRETE SEAT WALL.

PROVIDE VERTICAL CONSTRUCTION OR
CONTROL JOINTS @ 40' SPACING MAX .
#5 DOWELS @ 12" O.C.
#5 HORIZONTAL AT 12" O.C.,

AND AS SHOWN

REINFORCED CONCRETE SEAT

WALL FOUNDATION
#5 HORIZONTAL AS SHOWN

FINISH SURFACE PER CIVIL
PLANS

FINISH SURFACE PER CIVIL
PLANS
SCARIFY SUBGRADE 12" DEEP, MOISTURE
CONDITION AND RECOMPACT TO 95%
RELATIVE COMPACTION 1'-6" MIN. 1'-0"
2'-0"
6"
8" THICK REINFORCED

CONCRETE WALL
3/4" CHAMFER AT
EDGES
9" MOW CURB AT FIELD

BOUNDARY

FIELD FINISH GRADE PER

CIVIL PLANS
#4 HORIZONTAL AS SHOWN

WALL MAY BE POURED AT SAME

THICKNESS OF MOW CURB AT

CONTRACTOR OPTION
#4 VERTICAL @ 12" O.C.
#4 HORIZONTAL @ 12" O.C.

REINFORCED CONCRETE WALL

FOUNDATION
SCARIFY SUBGRADE 12" DEEP, MOISTURE
CONDITION AND RECOMPACT TO 95%
RELATIVE COMPACTION 2'-6" MAX.

SEAT WALL OR MOW CURB

POST FOOTING (LIGHT POLE

OR FENCE POST)

PLAN VIEW

SECTION VIEW
1/2" EXPANSION JOINT, TYPICAL

EACH SIDE
1/2" EXPANSION JOINT, TYPICAL

POST FOOTING (LIGHT POLE EACH SIDE

OR FENCE POST)

SEAT WALL OR MOW CURB

FINISH GRADE PER CIVIL
PLANS