HomeMy WebLinkAboutResolution 300 - Valley Point, Ph. II Tent. Plan`~' cr' ~ l!7 ~: c3
PLANNING COMMISSION RESOLUTION NO.,~nn
A RESOLUTION GRANTING APPROVAL OF A TENTATIVE PLAN
FOR PHASE II OF VALLEY POINT SUBDIVISION
(Applicant: Mark W. Burkhalter)
(37 2W 11D Tax Lot 2400)
BE IT RESOLVE]] BY THE PLANNING COMMISSION OF THE CITY OF
CENTRAL POINT AS FOLLOWS:
Section 1. Nature of A lication. This is an applicaticn
for approval of a tentative plan for a 9-lot subdivision in an R-
2 district of Central Point, Oregon. The Planning Commission
reviewed the application and tentative plan at a public hearing
on August 16, 1994.
Section 2. Approval Criteria. The criteria for approval of
this application are found in CPMC Chapter 15, relating to
tentative plans and subdivisions, and in Chapter 17, relating to
zoning and lot sizes.
Section 3. Findings and Conclusions. The Planning
Commission finds and determines as follows:
A. Tentative Plan Requirements. The applicaticn and the
amended tentative plan submitted on August 16, 1994 herein are in
the correct form and contain all of the information required for
the same under CPMC Chapter 16.10.
B. Area and Width of Lots. The subdivision lots range in
size from 6,607 to 13,122 square feet. A11 meet the R-2 district
lot size requirements of 6,000 square feet for interior lots and
7,000 for corner lots found in CPMC 17.24.050. The minimum width
requirements of CPMC 17.24.050 are met, with interior lots at
least 60 feet wide and corner lets at least 70 feet wide. Lot 57
meets the requirements for flag lots.
C. Blocks and Streets. The tentative plan proposal far the
layout and dimensions of streets and blocks is in ccmpliance vTith
the requirements of CPMC Chapter 16.20 regarding streets and CPMC
Chapter 16.24 regarding blocks.
Section 4. Conditional Approval. The application for
tentative plan approval for Valley Point Subdivision is hereby
approved, subject to the conditicns set forth on Exhibit "A1°,
which is attached hereto and by this reference incorporated
herein, imposed under authority of CPMC 16.10.090.
1 - PLANNING COMMISSION RESOLUTION NO. ,~ 0(] (0$1894)
Passed by the Planning Commission and signed by me in
auth ntication of its passage this ~(~ day of
~~J ~~~ , 19 9 4 .
C ~~~-
Planning Commission Chairman
ATTEST:
City Repres a ive
Approved by me this ~'I~ day of 1994.
~.~.-~-
Planning Commission Chairman
2 - PLANNING COMMISSION RESOLUTION N0. 3n ~ (08189A)
EXHIBIT "A" tCorrecfod PC Meeting 8/16/94)
PUBLIC WORKS DEPARTMENT
TENTATIVE PLAN CONDITIONS
VALLEY PDlNT SUBDIVISION, PHASE II
1. All structures shall have roof drains, area drains, and crawl spaces with positive drainage
away from the structure and drain lines connected to a curb drain, or an approved storm
sewer. The developer shall provide the necessary storm drainage improvements and lot
grading to assure that all streets, [ots, and all properties will drain properly. The develaper
shall submit a grading plan with the construction drawings and perform such grading and
drainage improvements which satisfies this drainage condition leaving only minor grading
required for each lot during house construction.
2. The City's Engineer shall, at the cast of the developer, evaluate the strength of the native
soils and determine the street section design in accordance with the Public Works
Department Design Standards. The streets shall use the following design criteria:
Street Name Avera e Dail Traffic °° Trucks
Beall Lane 10,000 VT/D 5
Heather Lane 1, 000 VT/D 2
3, The construction drawings for this Tentative Plan shall include a Street Lighting Plan and a
Traffic Control Plan in accordance with the requirements of the City of Central Point Public
Works Department. The construction drawings shall include clear vision areas designed to
meet the City's Public Works Standards. Parking shall be prohibited on Beall Lane adjacent
to the curb and gutter along Beall Lane. The developer shall pay for all costs associated with
the design and installation of the improvements specified on these plans.
4. The applicant shall provide at least 112°/a grade along the curb and gutter of Beall lane or
if less than 112% grade, install catchbasin every 150' along the north curb and gutter of
Beall Lane to reduce puddling of water.
5, The construction drawings shall indicate type, size and location of water mains and fire
hydrants in accordance with the City's Public Works Standards and the recommendation of
the City's Fire Chief.
6. The applicant shall install a minimum 314" :~ service to each lot.
7. The developer shah construct an adequately storm drainage system to provide for runoff
onto the subdivision property and from each lot. As a part of the construction of the
improvements for this Tentative Pian, the developer's engineer shad provide a complete set
of drainage calculations far sizing the storm drainage system for this development. The
developer shall submit this information to the Public Works Department at the time
construction drawings for the subdivision are submitted to the Public Works Department for
permits for construction of the storm drainage improvements. The engineer shall use the
rainfall/intensity curve obtain from the Pubiic Works Department for hydrology calculations.
Valley Point ll -Exhibit "A"
August 10, 1994 -Page Two
$. The construction of this development shall include the street subgrade, base rock, paving,
lighting, traffic control and delineation improvements, curb/gutter, safety improvements,
ingresslegress improvements, sidewalks, bikeways and utility crossings to the north side
of Beall Lane, including 100' minimum transitions beyond the project boundaries, and a right
turn lane from Bealf Lane to Heather Lane. The construction of Heather Lane shall include
a !eft turn lane to access Beall Lane heading east.
9. The sanitary sewer serving this project shaft connect to the proposed sewer for the Valley
Point Phase I development.
10. The developer shall construct Heather Lane to have a 40` width from Beall Lane to 75' north
of Beall Lane and a transition to a 36' width beyond this point.
1 1. The developer shaft connect the water system to the existing water line along Beall Lane,
with valuing as determined by the Public Works Department
1 ~. The developer sha[f extend the proposed storm drain line to Beall Lane _ the
drainage from the roadside ditch, and upstream properties already, draining towards this
subdivision.
13. The driveway for lots 53 & 54 shall access Heather Lane in accordance with the Public
Works Standards.