HomeMy WebLinkAboutResolution 346 - Jackson Creek Estates No. 7
PLANNING COMMISSION RESOLUTION NO. 346
A RESOLUTION GRANTING APPROVAL, OF A TENTATIVE PLAN
FOR JACKSON CREEK ESTATES SUBDIVISION UNIT NO. 7
{Applicant: Tom Malat Construction}
{37 2W 10C Tax Lot 3000)
BE IT RESOLVET7 BY THE PLANNING COMMISSION OF THE CITY OF
CENTRAL POINT, OREGON, AS FOLLOWS:
Section 1. Nature of Application. This is an application
for approval of a tentative plan for a 34-lot subdivision in an
R-1-8 district of Central Paint, Oregon. The Planning Commission
reviewed the application and tentative plan at a duly-noticed
public hearing an February 20, 1996.
Section 2. A royal Criteria. The criteria for approval of
this subdivision application are found in CPMC Title 16, relating
to tentative plans and subdivisions, and in Title 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 application and
tentative plan herein are in the correct form and contain all of
the information required far the same under CPMC Chapter 16.10.
B. Area and Width of Lots. The subdivision lots meet the
R-1--8 district lot size requirements of 8,000 square feet for
interior lots and 8,000 square feet for corner lots. The minimum
width requirements are also met, with interior lots at least 60
feet wide and corner lots at least 70 feet wide.
C. Blocks and Streets. The tentative plan proposal for the
layout and dimensions of streets and blocks is in compliance with
the requirements of CPMC Chapter 16.20 regarding streets and CPMC
Chapter 16.24 regarding blocks, with the exception of the lengths
of the cul-de-sacs, and the number cf units on the cul-de-sacs,
which da not meet City standards. A variance is granted to allow
the cul-de-sacs as per the tentative plan.
Section 4. Conditional A royal. The application for
tentative plan approval for the within subdivision is hereby
approved, subject to the conditions listed on Exhibit "A" hereto,
imposed under authority of CPMC 16.10.090.
1 - PLANNING COMMISSION RESOLUTION NO. 346 (022296}
Passed by the Planning Commission and signed by me in
authentication of its passage this ~~ day of ~..~ ,
1996.
_ ~:v.-~
Planning Comm~.ssion Chairman
ATTEST:
City Re sen ative
Approved by me this ~_ day of , 1996,
Planning Commission~~~Chairman
2 --- PLANNING COMMISSION RESOLUTION NO. 346 ((322296)
EXHIBIT "A"
Public Works Department - Tentative Plan Conditions
JACKSON CREEK ESTATES, UNIT NO. 7
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, lots, and all properties will
drain properly. The developer 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 construction.
2. The City's Engineer shall at the cost of the developer, evaluate the strength of the
native soils and determine street section design in accordance with the Public Works
Department Design Standards. The streets shall use the following design criteria:
Street Name Av r D it Tr ffi % Trucks
Beall Lane 10,000 VTID 5%
Jackson Creek Drive 1,500 VTID 2°/Q
All ether Streets 1,000 VTID 5%
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 of Central Point Public Works Standards. Developer
shall pay for all casts associated with the design and installation of the street and
lighting improvements specified an these plans.
4. The construction drawings will 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. The developer's engineer steal! provide
calculations showing that the proposed water system shall be adequate to meet the
required fire flows.
5. Developer shall construct an adequately sized storm drainage system to provide for
runoff onto the subdivision property and from each lot. Prior to construction plan
approval for the improvements for this Tentative Plan, the developer's engineer shall
provide a complete set of drainage calculations for sizing the storm drainage system.
The engineer shall use the rainfall/intensity curve obtained from the Public Works
Department for hydrology calculations.
6. The developer's engineer shall prepare and provide the City's Public Works Department
with a hydrologic and hydraulic analysis of Jackson Creek. The analysis shall
determine the 100 year flood elevations in conformance with FEMA's "Engineering
Methods of Estimating Base Flood Elevations in Unnumbered A Zones (Approximate
EXl'llbit "Q1"-
Specific Conditions-Continued
Study Areas}." The developer's engineer shall determine and provide the City's Public
Works Department with the limits of the floodway in conformance with FFMA
requirements. The Tentative Plan and the Final Plat shall show the 100-year flood
boundary, flaodway and elevations.
7. An agreement exists between the City of Central Point and the Bear Creek Valley
Sanitary Authority for Jackson Creek 1=states, Unit No.'s 6 & 7. The applicant shall
obtain and become familiar with the conditions of this agreement, including the
stipulation that portions of the sanitary sewer construction for Unit No. 7 will be
approved, inspected and owned by the City of Central Point, and portions by BCVSA.
8. Deleted per Planning Commission Minutes dated 2121196
9. The following information shall be included on the revised Tentative Plan andlar Final
Plat:
a. Radius information at all right-of-way and centerline curves {16.10.050}.
b. The widths of all easements shalt be shown {16.10.050).
c. Street names shah be shown for all streets, new, existing and proposed
extensions {16.10.040}
d. An easement in favor of the City #ar access to Jackson Creek (16.24.030}.
e. Delineate the proposed right-of-way dedication for Beall Lane, 40' centerline to
R.O.W.
10. The developer's construction drawings and improvements shall include the widening
and improvements of Beall Lane to conform with the City's Public Works Standards.
The improvements shall include the widened street section, curb and gutter, sidewalk,
storm drainage, and 10.1 pavement transitions beyond the frontage of the project.
The construction shah include a minimum 100' long right turn lane on to Jackson
Creek Drive.
11. if the developer proposes to construct a wall or fence along Beall Lane, the wall shall
be constructed outside of the City's right-of-way and in conformance with the City's
codes and standards. The Planning Commission and Developer are directed to the 10-
foot dedication agreement for Unit No. 5 as a reference as to how this condition was
accomplished previously.
12. The developer shall re-align the proposed 15 foot storm drain easements through lots
244 and 245 to lie adjacent to, and parallel with, the proposed lot line boandaries. The
storm drain proposed through lot 241 shall be relocated to Annalee Drive.
13. The Oregon Division of State Lands has prepared a response to the Wetland Land Use
Notification for this project. The developer shall become familiar and comply with the
comments of that response.
l~xhibit "A" -
Specific Conditions -continued
14. Deleted per Planning Commission Minutes dated 2123/96
15. Deleted per Planning Commission Minutes dated 212119E
16. Construct an 8" water main from Annaiee Drive extending southerly along Lynn Lane
to the cul-de-sac, then westerly between lots 238 and 237 to the proposed Jackson
Creek Greenway, then southwesterly to the 12" water main in Beail Lane. (added per
Planning Commission Minutes dated 2121/96.y
17. Construct an 8" water main from Annaiee Drive extending northerly along Lynn Lane
to the cui-de--sac, then easterly between lots 247 and 248 to the existing water main
in Jackson Creek Drive. (added per Punning Commission Minutes dated 2121196.}