HomeMy WebLinkAboutResolution 442 - Blaska Site Planr°/ r Ct c'~ / i.~
PLANNING COMMISSION RI:~SOLUTION NO. 442
A RESOLUTION CONDITI{)NALLY APPROVING
A SITE PLAN APPLICA"ETON
(Applieazat (s): Joe Self and David Rlaska, Blaska Tax Service)
(372W02CC 'l'ax Lot 9500)
Reci#als
1. This matter came before the Planning Commission for hearizlg on March 2, 1999, on
applicant's site plan application for the relocation of a tax office building from its czzrrent location at the
northwest corner of Pine and Tenth Streets to the proposed location at floe northeast corner of Oak azad
Fourth Streets in a C-2 district of the City, The Planning Comznissiaza reviewed the application and the City
staff repaz-ts, and received comments from all persons wishing to be beard in favor of and opposed 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, C~2, Commercial-Professional District
B. Chapter 17.64, Oft=Street Parking and Loading;
C. Chapter 17.72, Site Plan, Landscaping and Construction Plan Approval.
Section 2. Findings and Conclusions. The Planning Cozxz:mission hereby adopts by reference
all findings of fact set forth in the City staff reports, and concludes that, except where addressed in the
conditions to approval, the application and proposal comply with the z'equirenients of the Central Point
Municipal Code.
Section 3. Conditional Approval. The application for site plan approval is hereby
conditionally approved to grant David Blaska and Joe Self authorization to place a building at 41 South
Fourth Street for use as a commercial office with the following conditions;
1. Subject to staff reports with amendments as outlined in attachrnent "A".
1 -PLANNING COMMISSION RESOLUTION NO. 442 (030299)
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2 W PLANNING CONI ~/iISSION RESOLU~I"ION NO. 442 (030299}
ATTACIIMrNT f'1
RECDMMENDED PLANNING DEPARTMENT CONDITIONS OF APPROVAL
1, The approval of the Site Plan shall expire in one year on March 2, 2000 unless an
application for a building permit or an application for extension has been received
by the City. The applicant shall submit a revised site plan depicting any changes
discussed and approved at the public hearing within 30 days of Planning Commission
approval.
2. The project must comply with all applicable local, state and federal regulations.
3. The project must meet the off-street parking requirements far professional offices,
and the parking, access and maneuvering areas shall be paved with durable materials
for all-weather use and approved by the Public Works Department.
4. The applicant shall obtain a special inspection from the City before the Building
Department can comment on and authorize building relocation.
5. The applicant shall submit final parking, landscaping, lighting, fencing and sign plans
to the Planning, Public Works and Building Departments for approval prior to
obtaining any building permits.
28
CIl Y C)F CE=NT1~l1t_ POINT Altacllzt~crzt D
C)CPAf~TMFNT CAF P21C3I.IC; WC)1~K
STAFI= T~F~!'Oi~-!
for
Central Point Tax Service 8r~ildrng
Preliminary Site Plan
PW#99010
Date:
Applicant:
Agent
Project:
I_ocatian:
Lego€:
Zoning:
Units:
Plans:
Report Sy
Purpose
February 22, 1999
Joe F. & Helen S. Self, 1020 Newland Road, Central Point, OR 97502
David lw. Blaska, 943 East Pine Street, Central Point, OR 97502
Relocate building on vacant lot at 41 So. 4Tr' Street from 943 East tine Street
41 South 4T" Street
T37S, R2W, Section 02CC, Tax Lot 9500
C2
1 -Commercial Building.
Sketch
Paul Worth, Public Works Technician
Provide information to the Planning DepartmentlCommission and Applicant {hereinafter referred to as
(Developer) regarding Public Works Department (PWD) standards, requirements, and conditions to be
included in the design and development of the proposed site development. Gather information from
the DeveloperlEngineer regarding the proposed development.
Special Requiremenfs
Faurfh Street; Developer shalt remove and replace a 6-ft wide concrete sidewalk section and
any broken curb and gutter sections along the property's frontage with Fourth Street, in
accordance with PWD standards. The existing sidewalk is "up-heaved" and undermined in
several poin#s and needs to be replaced. A suitable wheelchair ramp shall be constructed at
the corner of 4r~' and Oak Street.
2. Oak Street Developer shall cons#ruct a 6-foot sidewalk with suitable driveway apron and
remove and replace any broken curb and gutter along property frontage, in accordance with
PWD standards.
3. A1_ ley: Alley is currently paved to a 20-foot width adjacent to property line. Applicant shall
either make improvements or be required to enter into a Deferred Improvement Agreement
{DIA) for storm drainage, driveway apron, and alley improvements required to bring alley to
current standards, for the length of alley from Fourth Street to the northeast corner of the
subject tax lot.
4. Drivewa s Access Roads and Parkin Areas: The driveways, access roads, and parking
and turning areas an the proposed development must be designed and positioned in a manner
that accommodate the turning movements and access of an AASHTO single unit service truck
and the Fire District #3 requirements. All driveways, access roads, and parking areas should
either have asphalt or cement concrete surfaces.
5. Site Draina a/Storm Drain Plan: The developer shalt design and implement a site
drainage/storm drain plan that corrects and enhances existing site drainage for the entire tax
lot. Sheet flow surface drainage from the property onto the public rights-of-way, or onto
29
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neighboring properties is unacceptable. The storm drainage infrastructure will be privately
operated and maintained. During the design of the sforr~ 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 creeklditch 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 not 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 obtained), which accommodate any
additional flow which exceed predevelopment flows. The Developer and the City PWD shall
agree on the applicable run-off coefficients, curve numbers, retardance, etc., to be used in the
engineering calcula#ions_ Developer`s engineer shall provide a site drainage plant 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 10-year storm event without 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 coordinated with aspects of the proposed
development #o 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 associated with these facilities. Catch basins, curb
inlets, and area drains shall be designed far sediment and petroleum hydrocarbon retention.
6. On Site Lighting: On site lighting shall illuminate parking areas and driveway entrances in a
manner which will provide safe access for ingress and egress to the complex. Fixtures shall be
of the type that will adequately illuminate the required areas but will not deflect light to
surrounding residential areas nr cause vehicular safety hazards in adjacent streets.
7. Si ht-Trian Ies: Developer shall provide far suitable sight triangles at the driveway connection
to Oak Street, and maintain the sight triangle at the alley entrance to Fourth Street. The
driveway connection and alley entrance require 25-foot vision triangles, as measured from the
right-of-way line.
8. ur rng Setback and ParkinAr S , _.,,,._
paces: Developer will need to provide a revised site plan
that places the building and parking spaces in areas that meet setback requirements and keep
parking spaces and structures outside the sight-triangles. There shall be no vehicular turning
movements (from parking spaces} allowed within the City's right-of-way.
General
Existing_Infrasfr~ct~re:
Fourth Street - Func#ional class is a "Collector. ROW width is 60-ft. Street width is 40-ft @
TFC
Oak Street -Functional class is "t_ocal Street". RDW width is 80-ft. Street width is 40-ft @
TFC.
30
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Water Main - 4-inch diameter cast iron is noted in the 1979 water system inventory
Water Service - 518-inch meter, '/, service is loco#ed on Oak Street.
l=ire hydrant -Exists at southeast corner of 4T" and Oak; southeast corner of 4"' and Pine
S#reets.
Storm Drain - A catch inlet exists at the northeast corner of 4T" and Oak Streets. Gutter €low is
north to south in 4~" street and west to east in Oak Street. A storm drain exists in the 4T"
Street ROW behind the curb.
Sanitary Sewer --22- inch diameter (BCVSA)
Street Lighting - PP&L #B 258 located of southeast corner of 4~" and Oak St.
Sidewalk - A 5-foot wide sidewalk with a ~ .5-ft. width concre#e filled strip exists along 47" ,
Street. Several cracks and dsturbed panels noted. No sidewalk exists on the Oak Street
frontage.
Alley -paved along northerly property line. See Special Requirements # 3 above.
The Developer shall provide suitable engineering certification and justification (i.e, calculations,
analyses, plots, etc.,) that al! connections to existing infrastructure (i.e, street; water, sanitary
sewer, storm drain systems; natural drainage systems; etc.,) wiI[ not interfere with or provide for
the significant degradation (in the opinion of the Public Works Director) of the existing effective
level of service or operation of the infrastructure facilities, and that the existing infrastructure
facilities have either adequate capacities to accommodate the flows andlor demands imposed
on the existing infrastructure as the result of the connection of the proposed development's
infrastructure; or the existing facili#ies wilt be improved by and at the expense of the Developer
to accommodate the additions! flows andlor demands white maintaining or improving the
existing effective level of service of the affected facility.
2. D_evelopmenf Plans: Developer shall submit #o the City`s PWD for review and approval, plans
and specifications for ail improvements proposed for construction or modifications within the
City or public rights-of-way and easements or for connections to City infrastructure. Public
improvements include, but are not limited to, streets and alleys (including streetlal[ey section,
sidewalks, curbs, and gutters); storm drainage and sanitary sewer collection and conveyance
systems; water distribution system (up to the service meter and including fire protection); street
lighting; and traffic control devices, street signs, and delineation. A!I 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 Adminis#ratar or his designee prior to the
approval of the construction plans for the proposed development. During constnaction,
changes proposed by the Developer shall be submitEed in writing by the Deve[oper's engineer
to the City PWD for approval prior to installation.
3. A royals: Obtain required plan approvals from lire District No, 3 (fire hydrant placement,
waterline sizing, emergency vehicle access, etc.) and BCVSA (sewer lateral and main
connection) prior to final construction plan review and approval by City PWD. Provide PWD
with copies.
4. As-Buiifs: 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
Developers engineer or surveyor should provide the drawings in both a "hard copy" form
-- 31
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{produced on Mylar®} and in a digital format compatible with AutoCAD~', or other form as
approved by the City PWD.
As-built drawings are #o 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 ta, invert, inlet, and rim or lip elevations; spot
elevations identified on drawings; water lines, valves, and fire hydrants; water and sewer
lateral; modifrcations to street section; manhole and curb inlet; street light locations; other
below grade utility lines; etc. Provide a "red-line" hard copy (on Mylar ), or an approved
alternative format, of construction drawings, and if feasible, an acceptable AutoCAD~'
compatible drawing electronic file to the City at completion of construction and prior to
acceptance of public infrastructure facilities completed as part of the proposed development, ar
as otherwise approved by the City Administrator or his designee.
5. Elevations: A!I elevations used on the construction plans, on temporary benchmarks, and on
the permanent benchmark if applicable, shall be tied into an established City approved
benchmark and be so noted on the plans. At feast one permanent Benchmark shall be
provided for the proposed development, the location of which shall be as jointly determined by
the City PWD and the Developers surveyor.
6. Existing Infrastructure: As applicable, field verify all existing infrastructure elevations and
locations (i.e. pipe inverts, curb elevations, street elevations, etc.}, to which the proposed
development will connect into existing improvements, prior to final construction plan design and
submittal for final approval. The accurate locations of any existing underground and above
ground public infrastructure, and the location of the associated easements with these facilities,
shall be accurately portrayed (both horizontally and vertically) on the construction plans.
7. FiC1 Placement All fill placed in the development 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.
$. Raad/Drivewatr/Parking 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. Need to provide section for review. The driveways, access roads, and parking
and taming areas on the proposed development should be designed and positioned in a
manner that will accommodate the turning movements and access of a single unit truck,
without crossing into an opposing Pane or additional travel lane of traffic, The street section
design for street improvements or connections to be constructed within the City rights-of-way
(i.e. 4T" and Oak streets) shall be as follows:
- 3-inches Class "B" AC
- 6-inches of 314"-0" crushed rock
- 8-inches of 4"-4" crushed rock (City of Medford specifications),
- Woven geotextile fabric aver compacted sub-grade.
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See also Special Requirements #2 for required alley improvements.
9. Ufilify Plans: Provide the PWD with utility plans for the proposed development. The utility
plans shall be drawn to scale with accurate horizontal and vertical depiction of utility lines and
appurtenances (transformers, valves, etc.).
9. Publi_c_UfilitY•Easemenfs: Aminimum 1 d-faof wide public utilities easement (PUE} shall be
dedicated on the proposed development for the installation of public utilities and should fie
located outside the public rights-of-way. At a minimum, The PUE should be aligned along the
exterior boundaries of the property that border 4~" Street and Oak Street if a PUE is not
currently present in this area.
10. 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 shall face the buildings. Fire hydrants shalt be suitably
protected from potential vehicle damage and encroachment. A minimum 3-ft clear area shall
be maintained around the fire hydrant. If applicable, a suitable 15-foot wide easement far
installation and access to the City's water line shall be provided.
11. WaferSystem Cross Connection Control: Developer shall comply with Oregon Health
Division (OHD} and City requirements for cross connection control. The City will not turn on
the water until such requirements have been met to the satisfaction of the City's designated
inspector.
12. Wafer Sysfem: Construction drawings shall 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 and Building
Department. The applicant shall determine the size of the building service line required to
service the complex.
An OHD approved Backflow Prevention Assembly (BPA) shall be installed at any pressurized
irrigation system branches.
15. Storm Drain System Design: Prior to construction plan approval of the improvements for this
development plan, the Developers engineer shalt provide the City PWD with a complete set of
hydrologic and hydraulic calculations and profile plots for sizing the site storm drain system. The
engineer shalt use the rainfall/intensity curve obtained from the City PWD for hydrologic
calculations, and the negotiated run-off parameters.
16. Roof/Area/Underfloor Drains: A!I structures shall have roof drains, area drams, andlor crawl
spaces with positive drainage away from the buildings. Roof drains and underfloor (foundation)
drains shalt not be directly connected to public storm drain Imes, and shall drain either to an an-
site private storm drain system ar discharge at the curb face.
17. Grading Plans: Grading plans should have ariginallexisting grades and final grades plotted on
the plan. Typically, existing grade contour lines are dashed and screened back, and finaE
grade contour lines are overlaid on top of the existing grades and are in a heavier line width
-- c~ e~
Central Point Tax Service Building
Preliminary Site Plan, PWD Staf~Keport
February 13, 1999
Page b
and solid. Contour lines should be labeled with elevations.
1$. Exisfin_g Easemenfs: If applicable, Developer shall comply with all existing easement owner
requirements regarding any proposed development that may overlap any existing easement.
Any development proposed which overlaps ar alters an existing easement shauld be approved
by the easement owner in writing, and a copy of that written approval shauld be submitted to
the City PWD prior to submission of construction plans for City PWD review and approval. All
existing easement locations and those proposed fnr this development shall be shown nn the
fiinal plat and as-built drawings with reference to the recordation number and Grantee.
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