HomeMy WebLinkAboutResolution 481 - Independent Baptist Church~Fi ~~ ~' s,} TM( {
PLANNING COMMISSION RESOLUTION NO. 481
A RESOLUTION CONDITIONALLY APPROVING
A SITE PLAN APPLICATION
{Applicant (s): Independent Baptist Church)
{372W10AB Tax Lot 5300)
Recitals
1. This matter came before the Planning Commission for hearing on April 4, 2000, on
the applicant's site plan application to add 756 square feet to a church stz-zicture in an R-1-8,
Residential Single Family Zoning district of the City. The Planning Commission reviewed the
application and the City staff reports, and received comments from all persons wishing to be heard in
favor of and apposed to the application..
Now, therefore;
BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF CENTRAL
POINT, OREGON, AS FOLLOWS:
Section 1. Criteria Applicable to Decision. The following chapters of the Central Point
Municipal Code apply to this application:
A. Chapter 17.36.010, R-1-8, Residential Single Family District
B. Chapter 17.60, General Regulations;
C, Chapter 17.64, Off Street Parking and Loading;
D. Chapter 17.72, Site Plan, Landscaping and Construction PIan Approval.
Section 2. Findings and Conclusions. The Planning Commission hereby adopts by
reference all findings of fact set forth in the City staff reports, and concludes that, except where
addressed in the conditions of approval, the application and proposal comply with the requirements
of the following chapters of the Central Paint Municipal Code:
A. Chapter 17.36.010, relating to uses, lot size, lot coverage, setback, building height
and screening in the R-1-8 district;
B. Chapter 17.60 relating to paving and landscaping requirements;
C. Chapter 17.64 relating to offstreet parking and loading facilities;
D. Chapter 17.72 relating to site plan requirements.
Section 3. Conditional Approval. The application for site plan approval is hereby
conditionally approved, subject to the conditions set forth on Exhibit "A", "B", and "C" which is
attached hereto and by this reference incorporated herein.
1 -PLANNING COMMISSION RESOLUTION NO. 481 (04042000 )
Passed by the Planning Commission a~~d signed by nee in atxil~cnticatian of its passage this
~~lay of A~w~ ~ , 2000. ~% /~ /~
Planning Canamissian Chairman
ATTEST:
City Re~~sentative
by ~r-e this ~ day of ~~' ~ ~ , 2000.
C:~~..~~-- Cam' ~Y~~~~.~-~.~~
Planning Commission Chairman
2 -PLANNING COMMISSION RESOLUTION NO. 481. (04042000 )
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ATTACHMENT B
IZECOMMT;NDCD I'IaANNING I}LI'AIZ"I'MI?,N"I' CONI)I'I'IONS OF AI'I'I74V~1L
Tl~e approval of the Site Plan shale[ expire in one year ott Novo€l~ber 2, 2000 unless an
application for a building pertl7it or an application for extension has been received by the
City. The applica€Zt s€iall submit a revised site plats depicting any changes discussed antl
approved at the public hearing within 60 days of Planning Commission approval.
2. The project €nust cot~lply 4vith al[ applicable local, state <ttld federal regt€lations .
3. Tlae project must rtleet the off-street parking requirements for churches, atld the parking,
access and maneuvers€lg areas shall be paved with durable materials for all-weatkaer use and
approved by the Public Works Department.
4. TEio applicant/property owner shall subt2~it final parking, landscaping, lighting and sign. plans
to the Planning, Public Works and Building Departn•rents for apps-ova] prior to obtaining any
building permits..
~~- 4 ~ ~
ATTACHMENT C
City of Central Point
N T E R
MEMO
O F F I C E
To: Tom Humphrey, Planning Director
Prom: Lee Brennan, Public Works Director
Subject: Memorandum Regarding Public Works Department Recommendations for the
Independent Baptist Church located at 320 West Pine Street
Date: March 31, 2000
It is our understanding that the City's planning department staff have determined the required setbacks
and floodway designations that affect the subject property, and have sited the new location of the
existing building to meet these requirements. Based on this assumption, the Public Works Department
is recommending the following conditions for approval of the proposed addition to the existing building:
Special Requirements
Existing lnfrastrucfure: The Developer shall demonstrate that all connections to existing
infrastructure {i.e. streets; water, sanitary sewer, storm drain systems; natural drainage systems;
etc.,) will not interfere with or provide for the degradation of the existing effective [eve[ of service
or opera#ion of the infrastructure facilities, and that the existing infrastructure facilities have
either adequate capacities to accommodate the flows and/ar demands imposed on the existing
infrastructure as the result of the connection of the proposed development's infrastructure, or will
be improved by and at the expense of the Developer to accommodate the additional flows
andlor demands; while maintaining or improving the existing level of service of the affected
facility, as approved by (as applicable) the regulatory agency, utility owner, andlor property
owner involved.
2. Ri ht of Wa and Easement Dedications: regarding the road right-of-way adjoining the
proposed Development: the Developer shall be required #o dedicate additional land for street
and City utility purposes a minimum of 44 feet from the right-of-way centerline of E. Pine Street.
Currently the right-af-way width on the '`northern half' of W. Pine street along the subject
property's frontage is 4p feet. This would require dedication of an additional 4 feet far City street
and utility improvement purposes. After completion of build-out master planninglconstruction,
any dedicated property that was not necessary, would be "vacated" and returned to the adjoining
parcel of the proposed Development.
The Developer shall also dedicate a separate 10-fact minimum width public utilities easement
(P.U.E.) for utility installation outside the W. Pine Street right-of-way along the property's exterior
frontage with W. Pine Street.
3. Clear Vision Areas/Triangles. All driveway approaches of the proposed Development
connecting to w. Pine Street shall maintain a minimum 55-foot sight vision triangle as measured
from the edge of the right-of-way to the center of the driveway. This requirement may be
adjusted by the City PWD, depending on final orientation and lane layout of the adjoining roads,
in accordance with AASHTO clear sight-vision requirements.
., 0 2
Independent Baptist Cfttu•cl:, 6~est Pi~ee Street
,F'[3~D Staj~"Report
Marcfr 3I, 2C}00
Rage 2
4. W. Pine Streef Improvements The Developer shall be required to design and construct the
necessary improvements to W. Pine Street along the property's frontage with W. Pine Street.
The subject portion of W. Pine Street that adjoin the subject development is developed as a
"rural" road that does not meet current City or County urban s#andards. These improvements
include, but are not limited to, street widening, bike lane, curb, gutter, a 6-foot wide sidewalk
{preferably meandering sidewalks set back a minimum of 3-feet from the back of curb), an
irrigated landscape buffer (tress and grass), street lights, storm drainage, and traffic control and
delineation. All improvements shall be constructed in accordance witfi City standards and shall
be coordinated and approved by JC Roads and the Gity PWD. In ligfit of the existing
development neighboring the subject property, it is recommended that the required
improvements to W. Pine Street be deferred until a later date, as determined by the City {i.e
when redevelopment of W. Pine Street occurs). If any or all of the improvements are to be
deferred to a later date, then the Developer will be required to enter into a suitable deferred
improvement agreement with the CitylCounty for the developmentlimprovement of the noted
improvements along the development's frontages with W. Pine Street, as required and approved
by the JC Roads and City PWD.
5. Site Draina a/Storm Drain Plan: The developer shall design and implement a site
drainage/storm drain plan that corrects and enhances existing site drainage for the entire
property noted on the site plan. Sfieet flow surface drainage from the property onto the public
rights-of-way, or onto neighboring properties is unacceptable. The storm drainage infrastructure
will be privately operated and maintained.
The storm drain systems (both on-si#e and within the CitylCounty right-of-ways), shall be
designed to accommodate the storm water run-off from and run-on onto the proposed
development {either surface run-on or culvert or creek/ditch conveyance); any future
development on adjacent properties; conveyed storm drainage or surface water flow, and any
flows from areas deemed by the City that will need to connect-into the proposed development's
or City's/County's rights-of-way SD System.
During the design of the storm drain collection and conveyance system (SD System), which
provides for storm water run-off from and run-on onto the proposed development (either surface
run-on or culvert or creekJditch conveyance), the Developer shall demonstrate that the storm
water flows from the completion of the proposed development (and at any time prior to
completion of development) do no# exceed predevelopment flows; or that existing capacity,
allowances, or provisions have been made (and approval of the applicable properties owners
and regulatory agencies has been ob#ained), which accommodate any additional flow which
exceed predevelopment flaws. The Developer and the City PWD shall agree on the applicable
run-off coefficients, curve numbers, retardance, etc., to be used in.the engineering calculations.
Developer's engineer shat] provide a site drainage plan with the facilities being designed, at a
minimum, to accommodate a 10 year storm event. The SD system must be designed to
adequately drain the ~ a-year storm event withouf surcharging or must be provided with
adequate storage to prevent surcharging; and be designed to not impact existing private or
public storm drainage facilities. Any private storm drain system exceeding 3-inches in diameter
shall be designed to directly connect to the public storm drain system (at a manhole or curb inlet
only), and shall not be designed to discharge to the street surfaces. The potential retention of
storm water run-off shall be coordina#ed with aspects of the proposed development to provide an
aesthetically pleasing, efficient, non-hazardous, and low maintenance facility. if applicable, the
storm water retention facilities shall be suitably landscaped; designed to mitigate erosion and
sediment and hydrocarbon deposition; and to mitigate the "attractive nuisance" hazards
030
Independent Bapiisi Church, Yf~esi Pure Str•eei
P 6i~D Sta~',Report
March 3I, 2000
Page 3
associated with these facilities. Catch basins, curb inlets, and area drains shall be designed for
sediment and petroleum hydrocarbon retention.
S. Fire Protection and Domestic Wafer Service: The Developer shall check with l=ire District Na.
3, to determine if fire protection requirements have been met for the site. Fire Hydrants may
need to be installed along the subject property's frontage with W. Pine Street or potentially on
the property to provide the require fire suppression requirements for the site, in accordance with
Fire District No. 3 and City standards, and as approved by Fire District 1Vo. 3.
The number and sizes of the water meters and service laterals to the two buildings will be jointly
determined by the Developer, and the City PWD and Building Departments. Each building will
require a separate service lateral and me#er, in accordance with City ordinances. The costs for
the installation of any additional service laterals andlor new or up-sized water meters will be at
the expense of the Developer, with work to be performed by the City PWD.
7. Driveways, Access Roads, and Parkin_g Areas: The driveways, access roads, and parking
and #urning areas on the proposed development should be designed and positioned in a manner
that accommodate the turning movements and access of an AASWTO single unit truck and the
Fire District's requirements. All driveways, access roads, and parking areas should either have
asphalt or cement concrete surface, ar other approved "paved" surface.
General
Development Plans: Developer shall submit to the City's PWD for review and approval, plans
and specifications for all improvements proposed for construction or modifications within the City
or public rights-of-way and easements or far connections to City infrastructure. Public
improvemen#s include, but are not limited to, streets (including sidewalks, curbs and gutters and
landscape buffers); storm drainage and sanitary sewer collection and conveyance systems;
water distribution system (up to the service meter and including fire protec#ion); street fighting;
and traffic control devices, street signs, and delineation. All construction of public improvements
shall conform to the City's PWD Standards, the conditions approved and stipulated by the
Planning Commission, and other special specifications, details, standards, andlor upgrades as
may be approved by the City Administrator or his designee prior to the approval of the
construction plans for the proposed development. During construction, changes proposed by
the Developer shall be submitted in writing by the Developer's engineer to the City PWD for
approval prior to installation.
Approvals: Fire District No. 3 (fire hydrant placement and emergency vehicle access), Bear
Creek Valley Sanitary Authority (BCVSA, for sanitary sewers), and Jackson County Roads and
Park Services (W. Pine Street driveway connection) written approval of construction plans shall
be submitted to the City PWD prior to final construction plan review and approval by City PWD.
As-Builts: Prior to approval and acceptance of the project, the Developer's engineer or
surveyor shall provide the Public Works Department with "as-built" drawings. If feasible, the
Developer's engineer or surveyor should provide the drawings in both a "hard copy" farm
(produced on Myla~) and in a "digital" format compatible with AutoCAD®, or other form as
approved by the City PWD.
a~~
Independent Baptist Church, West Pirre Street
PWD StafjRepori
March 31, 2000
Page 4
As-built drawings are to be provided to the City which provide "red-line" changes to final
approved construction plans which identify the locations and or elevations {as appropriate) of
actual installed items, including, but not limited to, invert, inlet, and rim or lip elevations; spot
elevations identified on drawings; water lines, valves, and fire hydrants; water and sewer lateral;
modifications to street section; manhole and curb inlet; street light locations; other below grade
utility fines; etc. Provide a "red-line" hard copy (on Myla~''}, or an approved alternative format, of
construction drawings, and if feasible, an acceptable AutoCAD~' compatible drawing electronic
file to the Ciry at completion of construction and prior to acceptance of public infrastructure
facilities completed as part of the proposed development, or as otherwise approved by the City
Administrator or his designee.
4. Elevations; All elevations used on the construction plans, on temporary benchmarks, and on
the permanent benchmark shall be tied into an established City approved benchmark and be so
noted on the plans.
5. Fill Placement. All fill placed in the developmen# shall be engineered fill that is suitably placed
and compacted in accordance with City PWD and Building Department standards, except for the
upper 1.5-feet of fill placed outside of public rights-of-way and that does not underlie building,
structures, or traveled vehicular access ways or parking areas.
6. Raad/Driveway/Parkin_g Areas: The Developer shall evaluate the strength of the native soils
and determine the access road, parking, and driveway section designs to handle the expected
loads (including fire equipment) to be traveled on these private driveways, access roads, and
parking areas. The Developer will need to provide the necessary section designs for PWD and
Fire District 3 review. The driveways, access roads, and truck parking and turning areas on the
proposed development must be designed and positioned in a manner that will accommodate the
turning movements and access of an AASHTO Single Unit Truck, without crossing into an
opposing lane or additional travel lane of traffic.
7. Ufilify Plans: The utility plans shall be drawn to scale with accurate horizontal and vertical
depiction of utility lines and appurtenances (transformers, valves, etc.).
8. Area Lighting Plan: Need to provide and implement an adequate area lighting plan for parking
and public access areas, including the driveway entrance from W. Pine Street.
Fire Hydrants: Provide locations of existing and any new required fire hydrants. Fire Hydrants
need to be connected to 8-inch-diameter and larger lines. If applicable, steamer ports at
hydrants located near the building shah face the buildings. Fire hydrants shall be suitably
protected from potential vehicle damage and encroachment.
10. Water System: Construction drawings shalt include the size, type, and location of all water
mains, hydrants, valves, service connection, meter, service laterals, and other appurtenance
details in accordance with City PWD Standards and as required by the City PWD.
11. Water System Cross Connection Control: Developer shall comply with Oregon Health
Division {OHD) and City requirements for cross connection control. If a pressurized irrigation
system andlor domestic water wells exist on the property, the Developer will be required to
install the required backflow prevention assemblies directly behind the City's water meters.
~~ 03~
Independent Baptist Church, ff'est Pine Street
P ff~D Staff Report
Mardi 31, .2000
Page 5
12, Sanitary Sewer: All sanitary sewer collection and conveyance system (SS Sys#em) design,
construction and testing shall conform to the standards and guidelines of the Oregon DEQ, 1990
APWA Standards, Oregon Chapter, Bear Creek Valley Sanitary Authority (BCVSA}, and the Ciry
PWD Standards, where applicable. The construction plans and the as-built drawings shalt
identify lateral stationing for construction of sewer laterals.
13. Roof/Area Drains: All structures shall have roof drains, area drains, andlor crawl spaces with
positive drainage away from the building. Roof drains shat[ not be directly connected to the
public storm drain system.
14. Grading Plans: Grading plans should have originallexisting grades and Tina! grades plotted on
the plan. Typically, existing grade contour linos are dashed and screened back, and fins[ grade
contour fines are overlaid on top of the existing grades and are in a heavier fine width and solid.
Contour lines should be labeled with elevations. The grading plan shall also indicate the
interpreted boundaries of the floodway and floodplain of the base flood, as determined by the
Fl=MA FIRM study of Griffin Creek.
033