1979-03 RESOLUTION NO. PC-79-3
RESOLUTION OF THE PLANNING COMMISSION OF THE CITY
OF GRAND TERRACE AMENDING THE REDEVELOPMENT PLAN
FOR THE GRAND TERRACE COMMUNITY REDEVELOPMENT
PROJECT AS APPROVED BY THE PLANNING COMMISSION
ON AUGUST 16 , 1979 .
WHEREAS, the Planning Commission of the City of Grand Terrace
has adopted Resolution PC-2 approving the Redevelopment Plan for
the Grand Terrace Community Redevelopment Project; and
WHEREAS, the Planning Commission of the City of Grand Terrace
wishes to recommend an amendment to the Redevelopment Plan as pre-
viously approved.
NOW, THEREFORE, be it resolved, determined, and ordered by
the Planning Commission of the City of Grand Terrace as follows :
Section 1. The Planning Commission of the City of Grand Terrace
wishes to recommend an amendment to Section III , Subsection I , Para-
graph d . - PROPOSED REDEVELOPMENT ACTIONS, Property Disposition and
Development, Development of Publicly Owned Improvements , of the
Redevelopment Plan. Said recommended amendment is attached as
Exhibit A.
Section 2 . The Secretary of the Planning Commission is hereby
authorized and directed to transmit a copy of this Resolution to the
City Council of the City of Grand Terrace and to the Grand Terrace
Community Redevelopment Agency.
PASSED, APPROVED, AND ADOPTED this 20th day of September
1979 .
TGi�t7
Chairman
ATTEST:
__C'ityF Clerk
APPROVED AS TO FORM:
City Attorn y
STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO ) ss.
CITY OF GRAND TERRACE )
I, SETH ARMSTEAD, City Clerk of the City of Grand Terrace,
DO HEREBY CERTIFY that the foregoing Resolution was duly adopted
by the Planning Commission of said City at a regular meeting of the
Planning Commission held on 20th day of September 1979,
and that it was so adopted by the following vote:
AYES: Commissioners Tillinghast, Erway, Allen, Grant;
Chairman Petta
NOES: None
ABSENT: None
*Cityerk 'of the City of Grand
Terrace and of the Planning
Commission thereof.
(5,EAL
STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO ) ss.
CITY OF GRAND TERRACE )
I , SETH ARMSTEAD, City Clerk of the City of Grand Terrace,
DO HEREBY CERTIFY that the above and foregoing is a full , true and
correct copy of Resolution No. PC-79-3 . of said Planning Commission,
and that the same has not been amended or repealed.
DATE: September 20, 1979
` - City Clerk of the City 'of Grand
_ Terrace and of the Planning
Commission thereof.
- _,SEAL; _
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EXHIBIT "A"
RESOLUTION NO. PC-79-3
d. Development of Publicly Owned Improvements
To the extent now or hereafter permitted by law, the Agency
is authorized to pay for, develop, or construct any building,
facility, structure, or other improvement either within or
without the Project area for itself or for any public body
or public entity using tax increment funds, funds generated
by tax allocation or other bonds as permitted by law, or
any other funds permitted by law. The Agency may pay for,
install, or construct, and may acquire or pay for the land
required for:
1. The construction of a Community Center/Civic Center
to be located on Barton Road between Palm Avenue and
Preston Street.
2. A fire and police facility located in the vicinity
of Barton Road and Preston Street or other location
that would best serve the Community in providing
emerging services .
3 . Construction of storm drain facilities in the following
locations :
i. Along the east side of the Riverside Freeway
t approximately 1, 000 feet northeast of Newport
Avenue to 400 feet northeast of Vivienda Avenue
then northwest along the natural watercourse
to the Santa Ana River; and
ii. Barton Road between Palm Avenue and the River-
side Freeway; De Berry Street between 1400 feet
east of Mount Vernon Avenue and the Riverside
Freeway; Pico Street between 1400 feet east of
Mount Vernon Avenue and Mount Vernon Avenue;
Mount Vernon Avenue between Pico Street and
Van Buren Street; Van Buren Street between
Mount Vernon Avenue and the Riverside Freeway;
the east side of the Riverside Freeway between
Barton Road and the La Cadena interchange, then
west of the Riverside Freeway following the
existing natural watercourse; and
iii. La Cadena Avenue from Litton Avenue to a point
1 ,450 feet to the north, thence northwesterly
along the natural watercourse to the Santa Ana
River; and
iv. This line is proposed south of Washington
Street between approximately 1200 feet south-
west of Barton Road to the Riverside Freeway
and thence westerly to the Santa Ana River.
t
4 . Construction of sewer trunk and collector system
as shown on map entitled "Proposed Boundaries of
Assessment District No. 1, (Grand Terrace Area) ,
County Service Area No. 70, Improvement Zone H,
County of San Bernardino, State of California" ,
prepared by Albert A. Webb Associates, Civil
Engineer, San Bernardino , California, dated
February 24 , 1975 .
5. The reconstruction and capping of Barton Road
between the westerly City limits and easterly
City limits.
6. The reconstruction and capping of Mount Vernon
Avenue between the north and south City limits.
7 . The clean-up and repair of parkways along Mount
Vernon Avenue between the north and south City
limits, including irrigation systems and land-
scaping where appropriate.
8 . The acquisition of land and improvement of a
park to serve the residents of the easterly
portion of the City, the majority of, which
live within the project area.
9. Update existing plans for orderly growth of the
City and prepare development goals and objectives
for the implementation of the redevelopment plan.
10. other public improvements and facilities designed
to benefit the project areas and carry out effec-
tive redevelopment.
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Drainage easements will be necessary prior to construction of the pro-
posed channel.
Project 3-15
The s.vstem serving this area is an open channel designed for a 25-year
frequency.
:a It is located south of Washington Street, it runs along the natural water-
course between from approximately 1, 200 feet southwest of Barton Road
to the existing 3-6' x 3' RCB culvert under the Riverside Freeway, and
thence in an easterly-westerly direction to the Santa Ana River.
Easement must be acquired for the entire length of the channel.
Y;
A 66" RCP Gage Canal crossing occurs at approximately 180 feet west
Yet..
of Barton Road.
Project 3-16
I .
A`
i The system employed in this area is' a 25-year frequency open channel.
It runs along the southeast side of the Riverside Freeway from approxi-
mately 1, 000 feet northeast of Newport Avenue to 400 feet northeast of
Vivienda Avenue, where an existing 54" RCP culvert under the River-
side Freeway is located; it thence follows the natural watercourse to the
_ Santa Ana River.
The channel on the southeast side of the Riverside Freeway is existing
and adequate except for the 1, 000 feet upstream from Newport Avenue
being a "V"-ditch and requiring enlargement.
x°
An easement will have to be acquired for the channel between the River-
side Freeway and the Santa Ana River.
The pipe culvert at the Southern Pacific Railway crossing may have to
be jacked through the railroad embankment.
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sn'-';
Project 3- 17
+i The system is partially existing and known as the Grand Terrace storm
drain.
The main line originates at Barton Road, runs along the southeast side
of the Riverside Freeway and then crosses the freeway at the vicinity of
the A. T. and S. F. Railway; it thence proceeds crossing the La Cadena
Avenue interchange and La Cadena Avenue and following the natural
watercourse alignment it terminates at the City of Riverside reservoir
south of La Loma Hills and by the San Bernardino-Riverside County line.
It comprises an existing pipe conduit between Barton Road and Debarry
13 Street, which was found adequate, an existing concrete lined channel
and several closed conduit culverts at the various crossings between
Debarry Street and La Cadena Avenue, which for the most part are to
be further improved, and an existing rock rip-rap channel between La
Cadena Avenue and the Riverside reservoir, which needs no further
improvement.
The design frequency used for the entire system including tributaries
was 25-year.
The four major tributary drains of the system are as follows:
I E a. an existing pipe conduit in Barton Road between the main line and
Canal Street had to be extended further upstream to the branch-off
point of Barton Road and Palm Avenue.
b. an existing storm drain in Debarry Street between the main line
and 140 feet west of Mount Vernon Avenue was also extended up-
stream to approximately 1, 400 feet east of Mount Vernon Avenue.
C. a proposed pipe conduit originating 330 feet south of Pico Street in
a future stree, 1, 400 feet east of Mount Vernon Avenue runs north-
erly to Pico Street, westerly in Pico Street, northerly in Mount
Vernon Avenue to Van Buren Street and thence westerly in Van
Buren Street to approximately 1, 320 feet west of Michigan Avenue;
it thence continues as an open channel along the natural watercourse
to the main line.
d. a proposed pipe conduit in La Cadena Avenue from Palm Avenue
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southerly to the crossing with the main line of the system; a short
30" RCP line runs in an existing street 2, 640 feet south of Palm
Avenue from Rosedale Avenue to La Cadena Avenue.
An easement must be acquired for the channel portion of the Van Buren
tributary.
The Gage Canal, a City of Riverside public utility, will cross the pro-
posed extension in Barton Road with a 54" RCP at approximately 1, 100
feet west of Mount Vernon Avenue, is presently crossing the existing
Debarry tributary and will also cross with a 60" RCP the proposed Van
Buren storm drain at 900 feet west of Mount Vernon Avenue.
Other minor utility interference should be recognized in final design.
Project 3-18
The proposed system consists of a single line designed for a 25 =ear
frequency.
'•�;' It runs in La Cadena Avenue from Litton Avenue to a point 1, 450 feet
to the north, thence northwesterly along the natural watercourse to its
crossing with the road adjacent to the Santa Ana River and finally to its
point of discharge at the river.
An entrance headwall will be required at the upstream end of the open
channel, probably on the La Cadena Avenue right of way line, where
the pipe conduit ends.
A pipe or box culvert crossing at approximately 100 feet upstream from
} the-river should be also part of the final design.
i An easement for the open channel must be acquired prior to its construc-
tion.
No major utility interference is anticipated.
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P
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P,E ,c�-,.I�i --NDUD PRIORITIES
The priorities to be followed are recommended on an immediate and
f:lture .ieed hasis. and they are exclusively dependent upon the availa-
!;ilI of 'tends assigned to each particular group of storm drain faci-
lities.
I. :` l s�stem main lines and secondary trunk lines in terms of major
damage prevention or relief from overland flow.
II. Local drainage facilities (tributary to the main line, or secondary
trunk lines) designed to alleviate existing drainage problems and
to prevent flood conditions in major thoroughfares and presently
developed areas.
III. The remainder of secondary trunk lines.
IV. The remainder of local drainage facilities or tributaries at a pace
depending upon the growth rate of the undeveloped areas.
Storm drain facilities of the various projects are tabulated below accor-
ding to their assigned priority.
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