HomeMy WebLinkAboutResolution 214 - Stonecreek No 4 - Prelim. Phase IPUNNING COMMISSION RESOLUTION N0. 274
A RESOLUTION RECOMMENDING AFPROVAL 0~' (PRELIMINARY
SUBDIVISION PLAT FOR STONECREEK NO. 4, PHASE I SUBJECT
TO DEVEX,OPER COMPLETING SAID SUBDIVISION CONSTRUCTION
ACCORDING TO THE TIMEFRAME [}NDER CENTRAL POINT
MUNICIPAL CODE CHAPTER 16
WHEREAS, Gary Whittle, Dennis C.W. Smith and Gina Smith, have submitted
a preliminary plat for a subdivision located in the southwest quadrant of the
City west of where Hog Creek runs approximately north and south, further
described as Jackson County Assessors map 37 2W lODA Tax Lots 1fl0, 200, 300 and
400, and.
WHEREAS, the proposed preliminary plat combined with Stonecreek No. 4
Phase II currently being constructed, forms the entire Stonecreek No. 4
subdivision development also described as Lot T, Snowy Butte Orchards, Jackson
County Assessor Map 37 2W IODA, Tax Lots 100, 200, 300 and 400, and,
WHEREAS, the developer has submitted a tentative master plan dated
June 26, 1990, which illustrates the layout of the subdivision and a fifty (50)
foot wide extension of Glenn Way which would connect at the existing Glenn Way
and intersect at Beall Lane, and,
WHEREAS, the Planning Commission of the City of Central Point held a public
meeting upon said application for approval of the preliminary plat on
January 8, 1991, pursuant to Central Point Municipal Cade Section 1.24.020C, and
having at said public meeting received and reviewed the application, City staff
report and testimony, and being fully advised, now, therefore
BE IT ~2ESOLVED BY THE PLANNING COI~'lISSION OF THE CITY flF CENTRAL POINT`,
OREGOi~, AS FOLLOWS:
RESOLUTION N0. 214 PREPLAT.ST4/RESO
(01 010391)
Section 1. ~3ased upon the staff report, evidence, and record relating to
said application, the Planning Caz~mission hereby Lands that said applica~aon
meets the requirements for preliminary plat applications, that said preliminary
plat as proposed is in compliance with the City's Comprehensive Plan and Zoning
code, and if the conditions set forth hereinafter are met, said application meets
the City's requirements for subdivision layout, park dedication, street
standards, water system standards, sanitary sewer standards, and storm drainage
standards.
Section 2. The Planning Commission hereby recommends to the City Council
approval of the preliminary subdivision plat submitted by Gary Whittle, Bennis
C.W. Smith and Gina Smith for Stonecx-eek No. 4, Phase I subject to the conditions
set forth in Exhibit A, attached hereto, and by this reference expressly made
a part of the within resolution.
Passed by the Planning Commission an ~ 1991 and
signed by me an authentication of its passage this _~^ ay of
1991.
~~~
Planning Commission Chairman
A'T'TEST:
Planning fission Secr ary
RESOIjUTION NQ. 214 PI2EPT,AT.ST4/F:ESO
(O1 0.10391)
EX~IIBTT
corvDlTlolvs
STONECREE[< #4, Phase l
1 . Include topography of the property with proper 2' contours.
2. Identify the street design section dimensions and special design considerations.
~. Glenn Way is listed as a collector street and the collector route designation is Glenn Way/Nlafabar.
Glenn Way connects to W. Pine Street, Malabar connects to Beall Lane. Installation of another
collector street which would only carry the traffic volume of a local street places a financial
requirement on a developer without the traffic volume present to establish the requirement. This area
shall be served by a 50' right of way, 36' curb to curb street.
4. The developer shall construct curb/gutters, sidewalk, street lights, driveways on the lots abutting Beall
Lane and design the street far 10,000 vtld 10% truck traffic. Full street width shall be 48'.
5. The developer shall dedicate an additional 10' of property for street right of way. Construction of the
gutter section for Beall Lane shall match those constructed east of Daisy Creek.
6. The developer shall verify in writing from the Division of State Lands that there are no wetlands in this
development or that the developer has adequately mitigated the affect of development within the
wetland area.
7. Place note on preliminary plan that each lot shall have a water, sanitary sewer, and storm drainage
connection to the lot.
$. Fire hydrants shalt be spaced as approved by the Central Paint Fire Department.
9. Identify the location for the storm drainage system for this subdivision.
10. Storm drainage calculation shall be provided by the engineer with final construction drawings to assure
proper sizing.
1 1. Catchbasins must be located no greater than 350 feet for any section of curb and gutter.
12. Street name signs including pasts, labor and equipment for installation of street signs shall be paid for
by the developer of this subdivision and the installation shall be completed by the City.
13. A traffic control signing plan shall be included as a part of the final construction plans, and will be
installed by the City and all costs associated with traffic control sign installation shall be paid far by
the Developer.
14. A street lighting plan shall be included in the construction documents according to the requirements
of the Public Works Director. All intersections shall be illuminated. Local street spacing shall not be
greater than 150'. The Beall Lane street light shall have a 22,000 lumen f-IPSV fight mounted on a
steel pole. Developer to install all pads and conduits for street lights as a part of the construction of
the subdivision, The developer shall also pay for street lights and for the installation of all street lights
in this subdivision.
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15. Ladder rungs shall be installed in each sanitary sewer manhole of a depth greater than 3.0 feet to the
flaw line of the manhole. Developer shall use ladder rungs approved by the Central Point Public Works
Department.
16. There is a small seasonal stream which flows through this property. Developer shall construct a storm
drainage system which collects the flow from this stream and carries the flow through this subdivision
in such a manner as to not cause flooding of any lot,
17. Developer shall design the storm drainage system to meet the design requirements in accordance with
the City of Central Point Public Works Standards.
18. Developer shall install or cause to be installed, conduits for utilities at intersections, or locations
determined by utility companies. Developer shall also provide conduit crossings far utility companies
who wilt not install their services until after the subdivision is constructed. The developer shall be
responsible for all costs associated with the installatin of these conduit crossings.
19. The water system shall be designed to provide a minimum flow at each fire hydrant in the subdivision
of 100fl gpm.
20. All construction for utilities, streets and other structures discussed herein within rights of ways owned
or to be owned by the City of Central Point, shall be done so according to all rules, regulations,
ordinances, resolutions, and other applicable requirements of the City of Central Point for construction
of this subdivision.
21 . The Tentative Plan Review for the Tentative Plan submitted hereby by Gary Whittle (Pacific Crest
Properties? ,and Dennis and Gina Smith, was done in accordance with the rules, regulations and
ordinances in effect as of the date of this review. Any modifications by the developer which would
allow this subdivision NOT to meet standards set forth in the Central Point Municipal Code, or would
require staff to complete a new Tentative Plan review shall require a new submittal of Tentative Plan
for City approval.
22. The developer, prior to submittal of the Tentative Plan to City Council far rEView, shall determine the
method of completing the improvements according to Title 1 fi. for this subdivision so this information
can be entered into the record.
STIVCRI<4. I
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