HomeMy WebLinkAboutResolution 876 - approving SPAR for Premier Oil carwash & oil changePLANNING COMMISSION RESOLUTION NO. 876
A RESOLUTION OF THE PLANNING COMMISSION APPROVING A SITE PLAN AND
ARCHITECTURAL REVIEW FOR AN AUTOMATED CARWASH AND OIL LUBE FACILITY
ON LANDS WITHIN THE TOURIST AND OFFICE PROFESSIONAL (C-4) ZONING
DISTRICT.
(File No: SPAR -19002)
WHEREAS, the applicant has submitted a site plan and architectural review application to develop a
4,971 square foot automated carwash and a 2,345 square foot oil lube facility on a 9.04 acre site within
the Tourist and Office Professional (C-4) zoning district identified on the Jackson County Assessor's map
as 3 7 S 2W 01 C, Tax Lot 700, Central Point, Oregon; and
WHEREAS, the Planning Commission's consideration of the application is based on the standards and
criteria applicable to Site Plan and Architectural Review in accordance with Section 17.72 and Design
and Development Standards in accordance with Section 17.75; and
WHEREAS, on November 5, 2019, at a duly noticed public hearing, the City of Central Point Planning
Commission considered the Applicant's request for Site Plan and Architectural Review approval, at
which time it reviewed the Staff Report and heard testimony and comments on the application; and
NOW, THEREFORE, BE IT RESOLVED that the City of Central Point Planning Commission by
Resolution No. 876 does hereby approve the Site Plan and Architectural Review application for
an automated carwash and oil lube facility, based on the findings and conditions of approval as
set forth in Exhibit "A," the Planning Department Staff Report dated November 5, 2019,
including attachments incorporated by reference.
PASSED by the Planning Commission and signed by me in authentication of its passage this 5 1 day of
November, 2019.
Planning Commission Chair
ATTFST:
AAaA qL�v
Cit resent tive
Planning Commission Resolution No. 876 (11/05/2019)
58
CENTRAL Community Development
STAFF REPORT POINT - om utnp rey, Amp - -
Community Development Director
STAFF REPORT
November 5, 2019
AGENDA ITEM: VII -A (File No. SPAR -19002)
Consideration of a Site Plan and Architectural Review application for the development of a 2,345 square
foot oil change facility and a 4,971 square foot automated car wash, including parking, payment kiosks,
vacuum stations and landscape areas. The project site is located at 4245 Table Rock Road within the
Tourist and Office Professional (C-4) zoning district and is identified on the Jackson County Assessor's
map as 37S 2W 01 C Tax Lot 700. Applicant: JB Steel, Inc.; Agent: Amy Gunter; Rogue Planning &
Development Services, LLC,.
SOURCE
Justin Gindlesperger, Community Planner II
BACKGROUND
The Applicant proposes construction of a carwash and oil change facility near the intersection of Biddle
and Table Rock Road ("Attachment "A-1 "). Staff introduced the project proposal at the September 3,
2019 Planning Commission meeting following the Planning Commission's approval of a Conditional Use
Permit (CUP) for the proposed carwash use (CUP -19002). At that time, several issues were identified
relative to the site plan and architecture that did not comply with the applicable review criteria. Per Staff's
recommendation and at the Applicant's request, the Planning Commission continued the public hearing to
October 15, 2019 to allow the Applicant time to prepare needed revisions. The Applicant submitted
revised drawings on October 7, 2019. The timing of the revised submittal precluded staff's ability to
review the changes and prepare a professional recommendation for consideration at the October 15`h
meeting. Accordingly, the Planning Commission continued the public hearing to the November 5, 2019
meeting.
Project Description:
The current application is a Site Plan and Architectural Review for the construction and operation of a
4,971 square foot automated carwash and 2,345 square foot oil change facility. The site plan for
development includes parking, landscaping, street frontage improvements along Biddle Road and the
construction of private retail streets (Attachment "A-1 "). The 2 acre project site is Proposed Parcel
1/Phase 1 of a larger commercial development (PAR -19002). At this time, final plat has been
approved but not recorded and no applications have been received for development of
surrounding development on Proposed Parcel 2/Phase 2.
Access/Circulation:
Site accessed is proposed via private retail streets to comply with the development block standards. The
new private retail street provides a north/south connection between Biddle Road and an existing private
retail street that provides east/west connectivity with Hamrick Road. The retail streets will be constructed
with a 24 -foot wide travel way and include a 5 -foot wide sidewalk and 5 -foot wide landscape row
0
adjacent to the project site. The remaining retail street improvements will be completed with future
development of the adjoining properties.
Building Design:
Architecturally the buildin
infrastructure from the 1960's. The building
are typicalof` desigwnyncludes angultraveler ar arroof designsthat is , integrated canopies
over the bay doors and modern materials, including stucco, metal and glass (Attachment "A-2").
Landscape Design:
ies landscape areas along all street frontages, the perimeter of the site A
nd
The landscape plan provd15-foot
interior landscape around the proposed structures and parking lot islands (Attachment `A-4 ).
eet trees. The site is
landscape area is provided along the Biddle Road frontages inclith udes ample
xrof shrubs and trees to provide a
a 10 -foot landscape area between adjacent properties that
buffer to future adjacent uses.
Parking:
street parking to accommodatespaces rovided is based onand customers to 20 -percent h interior
The proposal includes off -
and perimeter landscape improvements. The number of p P
reduction per CPMC 17.64.040(B). Although the requested reduction is permitted outright, the
Applicant's Findings note that the reduction eliminates unnecessary parking given the auto -centric nature
of the business. Customers generally stay with their vehicles during service and do not generate
additional parking demands.
ISSUES:
There are two (2) issues relative to the proposal:
stres 1. Final Plat/Reciprocal Access. Site access is provided eo the
site
t site from the larger commerc al e
shown on the Tentative Plan (PAR -19002) dividing pe
development.. The Final Plat has been approved by reciprocal access between the project site and by
Jackson County as necessary to provide legal
adjoining properties. along
Comment: Permanent easements are required for development, access and ciirculfati final pl to
private street. Staff recommends Condition No. 1(A) requiring a recorded copy o
and permanent easements for development and access along the private street prior to building
permit issuance.
2. Building Design (Pedestrian Entrance). The proposed building design for the oil change facility
fronts Biddle Road and does not meet the Pedestrian Entrance designs standards in CPMC
17.75.042(A)(3). A commercial building facing a street is required to provide a primary
access. The
pedestrian entrance that is easily visible or accessible from a seet or other n entrance with a door s del ght
front facade of the oil change structure identifies the pedestria
rs. The
window and a metal overhang that differs in color f a landscape area with customerm the overhgs over the bay ng.
Applicant's findings (Attachment "B-2") also describe
Comment: To meet the Pedestrian Entrance building design requirements in CPMC inents to
17.75.042(A)(3), the design of a front building facade must incorporate three (3) two
achieve the objectives of providing a pedestrian entrance. The proposed design incorporates
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(2) design elements and describes a final element to demonstrate compliance with this section.
Staff recommends Condition of Approval No. 1(B) requiring a revised site plan and landscape
plan that depict the proposed landscaping and furniture for the customer seating.
Bicycle Parking. Per Table 17.64.04, CPMC 17.64.040, bicycle parking must be provided for
automobile oriented commercial uses and the proposed use requires a minimum of 2 bicycle
parking spaces. Bicycle parking is not provided on the plans and the Applicant requests an
exception to the bicycle parking standards noting the customers are on site automobile services
and will not generate bicycle traffic.
Comment: Exceptions to the bicycle parking standards may be allowed for uses that do not
generate the need for bicycle parking. Despite the auto -centric nature of the use, traffic to the site
is generated by customers and employees and the Applicant's Findings note that there is adequate
room within the structures to accommodate bicycle parking for the employees. Staff does not find
the exception request appropriate and recommends the applicant count the interior area of the
structures to satisfy the requirements in providing bicycle parking for employees.
FINDINGS OF FACT & CONCLUSIONS OF LAW:
The Premier Oil Site Plan and Architectural Review has been evaluated against the applicable Site
Plan and Architectural Review Criteria set forth in CPMC 17.72 and CPMC 17.75 and found to
comply as conditioned and as evidenced in the Applicant's Findings and Supplement Findings
(Attachments `B-1" & `B-2").
CONDITIONS OF APPROVAL:
1. Prior to building permit issuance, the applicant shall:
a. Provide recorded copies of the following documents to the Community Development
Department:
i. A recorded Final Plat for PAR -19002; and
ii. Documentation of permanent easement for development of the proposed
north/south private retail street on the adjacent property at 37S 2W 01C, Tax Lot
804; and
iii. Documentation of cross -access easement along the length of the proposed
north/south retail street for the subject property and the properties to the west.
b. Provide a revised site plan and landscape plan that depicts the landscaped seating area at
the west side of the front fagade of the oil change structure that includes, but is not
limited to, the location and type of landscape, ground cover materials and furniture
proposed to comply with the requirements of CPMC 17.75.042(A)(3), Pedestrian
Entrances.
c. Demonstrate compliance with the following conditions listed in the Public Works
Department Staff Report (Attachment "C"):
Submit a landscape and irrigation plan for landscape and street tree installation
along Biddle Road and the private retail streets.
ii. Submit civil improvement plans to the Public Works Department for the street
frontage improvements and street construction. The applicant shall use the 2014
revised Public Works Standards and Specifications for all new construction
drawings.
iii. Obtain any, and all, necessary permits and approvals from Jackson County Roads
Department for the construction of a new driveway along Biddle Road and for
any public utility connections.
iv. Submit a stormwater management plan for the entire tax lot demonstrating
compliance with the MS4 Phase Il stormwater quality standards.
v. Any modifications to the site plan necessary to meet stormwater quality
requirements shall be subject to CPMC 17.09, Modifications to Approved Plans
and Conditions of Approval.
vi. Apply for an erosion and sediment control permit (NPDES 1200 -CN) and
provide a copy to the Public Works Department.
vii. Pay all System Development Charges and permit fees.
d. Demonstrate compliance with the following conditions listed in the Rogue Valley Sewer
Services Staff Report (Attachment "D"):
i. Submit construction plans, prepared per RVSS standards, for approval.
ii. Obtain a sewer service permit from RVSS. This permit will be issued by RVSS
upon submittal of appropriate plans and payment of appropriate fees.
Demonstrate compliance with the following conditions listed in the Jackson County
Roads Department Staff Report (Attachment "E"):
i. Obtain a minor road improvement permit for the installation of sidewalks along
Biddle Road.
ii. Obtain utility permits for any utility work with the Biddle Road right-of-way.
iii. Provide a hydraulic analysis and storm drain facilities analysis for review and
approval.
2. Prior to Public Works Final Inspection, the applicant shall demonstrate compliance with the
following:
9
a. Complete Biddle Road frontage improvements and construction of the private retail
streets as required per the civil improvement and landscape and irrigation plans approved
by the Public Works Department.
b. Complete stormwater management improvements per the Stormwater Management Plan
approved by the Public Works Department. The Engineer -of -Record shall certify that the
construction of the drainage system was constructed per the approved plans.
c. Record an operations and maintenance agreement for all new stormwater quality features.
d. Pay all System Development Charges and permit fees.
ATTACHMENTS
Attachment "A-1"— Site Plan
Attachment "A-2" — Architectural Elevations
Attachment "A-3" — Floor Plans
Attachment "A-4" — Landscape Plan
Attachment "B" - Planning Department Supplemental Findings
Attachment "C-1" — Applicant's Amended Findings, dated 10/14/2019, as corrected
Attachment "C-2" — Applicant's Findings, dated 06/27/2019, as corrected
Attachment "D" — Public Works Department Staff Report, dated 08/05/2019
Attachment "E" — RVSS Staff Report, dated 08/05/2019
Attachment "F" — Jackson County Roads Staff Report, dated 08/19/2019
Attachment "G" — Resolution No. 876
ACTION
Consideration of Resolution No. 876, Site Plan & Architectural Review application for Premier Oil and
1) approve; 2) approve with modifications; or 3) deny the application.
RECOMMENDATION
Approve Resolution No. 876, Site Plan & Architectural Review for Premier Oil per the Staff Report dated
November 5, 2019, including all attachments thereto.
10
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Attachment T"
FINDINGS OF FACT
AND CONCLUSIONS OF LAW
File No.: SPAR -19002
Consideration Of A Site Plan & Architectural Review
To Construct An Automated Carwash And Oil Lube Facility
Applicant: ) Findings of Fact
JB Steel, Inc. ) and
PO Box 4460 ) Conclusion of Law
Medford, OR 97501 )
PART 1
INTRODUCTION
The applicant proposes to construct an approximately 4,971 square foot automated carwash and 2,345 square foot
oil change facility. The proposed development plans include parking, landscaping, street frontage improvements
along Biddle Road and the construction of private retail streets.
The site plan and architectural review request is a Major Project, and is processed using Type III application
procedures concurrently with a separate application for a conditional use permit. Type III procedures set forth in
Section 17.05.400 provides the basis for decisions upon standards and criteria in the development code and the
comprehensive plan, when appropriate.
The project site is located in the C-4, Tourist and Office Professional zoning district. The standards and criteria
for the site plan and architectural review application are set forth in CPMC 17.72, Site Plan and Architectural
Review and CPMC 17.75, Design and Development Standards.
PART 2
FINDINGS & CONCLUSIONS
Staff has reviewed the Applicant's Amended Findings, dated October 14, 2019, and the Applicant's Findings,
dated June 27, 2019, and found that they address the applicable development code criteria for the proposed site
plan and architectural review, except where noted with staff corrections. The Applicant's Findings and Amended
Findings, as corrected, are incorporated herein by reference.
PART 3
SUMMARY CONCLUSION
As evidenced in findings and conclusions, the proposed Premier Oil site plan and architectural plan is consistent
with applicable standards and criteria in the Central Point Municipal Code as conditioned.
17
October 14, 2019
AMENDED FINDINGS
Attachment T- 1 "
Site Plan and Architectural Review Application Request
for the development of the property located at 4245 Table Rock Road (37 2W 01C: TL#700)
Property Owner:
Applicant:
South Salem LLC
PO BOX 4460
Medford, OR 97501
J.B. Steel Inc.
Gary Caperna
PO BOX 4460
Medford, OR 97501
Agent: Rogue Planning & Development Services, LLC
Amy Gunter
33 North Central Avenue, Suite 213
Medford, OR 97501
Land Surveyor: Hoff buhr and Associates
Darrell Huck
880 Golf View Drive, Suite 201
Medford, OR 97504
Civil Engineering: CEC Engineering
134 W Main Street
Medford, OR 97501
Landscape Design: Madera Design Inc.
2994 Wells Fargo Way
Central Point, OR 97502
Page 1 of 10
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Request:
Request for Site Plan and Architectural Review approval to allow for the first phase of development of
the phased retail center. The proposal is to allow for the construction of a Premier Oil Change quick lube
and automated car wash facility.
This document is intended to address the issues identified at the September 5, 2019 Planning
Commission and to supplement the original application findings for the Premier Oil Change and Car Wash
proposal.
1) Tentative Partition Plan: The final partition plat has been submitted to the city for review and
approval. The final partition plat proposal includes the location of the private retail streets. The retail
street locations shown on the final site plan for the proposal are consistent with the location of the street
on the plat.
2) Reciprocal Access: The adjacent property to the west provided a letter of consent that agrees to the
future construction and easements for the north/south portion of the retail street. Also, the existing
retail street from Hamrick Road to the subject property have permanent easements for the
development, maintenance and access of the private retail street. Evidence of easement and agreement
for future easement and construction has been provided with the final partition plat application.
3) Retail Street Design: The revised site plan for the development of the car wash / oil change facility
includes demonstration that the proposed retail street will be improved with 24 -feet of travel lane, one
side of the street with a five-foot curbside sidewalk and a five-foot landscape strip. The opposite side of
the retail street will include a five-foot hardscape street planter within a ten -foot sidewalk. The street
trees will be spaced as per the street tree standards.
4) Building Design Standards: Modifications to the proposed elevations have been made which provide
more pedestrian scale building fagade using articulation of the street facing facades, and transparency
with additional business entry doors and windows.
Though the building is not a pedestrian oriented business, with the incorporation of landscape islands,
outdoor seating areas and building design elements such as painted beams and additional window area,
the proposed oil change facility and car wash will be an inviting place for the customers.
Fa;ade Wall Face: The Biddle Road fagade is the primary street fagade. In addition to the
transparent roll -up garage doors, a commercial style aluminum door is proposed to be added.
Page 2 of 10
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Two transom windows were added to the east side of the oil bay garage doors. Along the front
facade, painted beams that extend beyond the face of the structure are proposed.
Building Wall Face: The beam work found on the Biddle Road facade continues around the retail
street fagade of the structure adding
Between the garage doors and along the wash tunnel, the red beams extend beyond the fagade
and triangular panels are provided to create further articulations in the massing of the facade.
There are roof overhangs above the oil bay garage doors.
Service Areas: The service areas will be screened in accordance with section 17.67.050(K)4. And will have
a six-foot tall either wood or masonry enclosure and screening gate.
Landscape Design: A revised landscape plan provides the accurate dimensions and number of perimeter
plantings as required by code. There are eleven (11) trees, including hornbeam and maple trees and
more than 52 -shrubs proposed in the 15 -foot wide landscape buffer strip along Biddle Road.
At the perimeter of the site, a ten -foot landscape area, along the wall of the wash tunnel (east property
line) there is a 10 -foot landscape buffer. The landscape buffer proposed at the perimeter of the property,
as demonstrated on the revised landscape plan provides more than 100 shrubs including Laurel,
Viburnum and Euonymus within this buffer where 53 shrubs are required. There are trees provided at a
1 tree per 100 linear feet ratio.
Storm Water Management: The project engineer will design the storm water system to accommodate
any storm water capascity issues in the system along Biddle Road. The site grading and drainage plan
can be altered to disperse the storm water generated into the city system that does not have capascity
issues.
On-site Lighting: The revised site plan provides the locations of the down -shrouded, parking lot light
poles. The structures, including the oil change building, the car wash tunnel, the bug stations, and
vacuum stations, also have interior and exterior accent lighting that is utilized to provide property and
structure security. The exterior accent lighting is set to a timer so as to not be illuminated all night.
Signs: A separate sign permit application will be obtained, but the proposal provides the locations and
the graphics of the Premier Oil Change and Car Wash sign program on the elevations and as a separate
pole sign graphic.
Page 3 of 10
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Thank you for your time and consideration.
Respectfully Submitted,
Amy Gunter
Rogue Planning & Development Services, LLC
541-951-4020
Amygunter.planninrnailxom
www.rogueplanning.com
Attachments:
Revised Site Plan
Revised Landscape Plan
Revised Elevations
Pole Sign Graphic
Page 4 of 10
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Additional Findings of Fact:
17.75.042 Commercial building design standards.
The following design standards are applicable to development in all commercial zoning districts, and are
intended to assure pedestrian scale commercial development that supports and enhances the small town
character of the community. All publicly visible buildings shall comply with the standards set forth in this
section.
A. Massing, Articulation, Transparency, and Entrances.
1. Building Massing. The top of the building shall emphasize a distinct profile or outline with
elements such as a projecting parapet, cornice, upper level setback, or pitched roofline.
Finding:
The east portion of the building is proposed to be 25 %-feet tall, it has a steeply pitched skillion
style roofline, glazing, and a change in color, material and texture at 10 -feet from grade providing
required vertical articulation.
2. Facade Articulation. Facades longer than forty feet and fronts on a street, sidewalk, accessway
or residential area shall be divided into small units through the use of articulation, which may
include offsets, recesses, staggered walls, stepped walls, pitched or stepped rooflines, overhangs,
or other elements of the building's mass.
Finding:
Biddle Road Fagade:
The proposed primary structure, the oil change garage including the customer waiting area,
restrooms and office space has a facade length of more than 40 -feet. The proposed structure
includes substantial vertical and horizontal articulation. There are articulated rooflines including
a steeply pitched roof portion and a rounded top roofline. There are changes in color with the
incorporation of red beam work and a material change where the grey panels intersect with the
red beams that horizontal and vertical articulation.
Along the garage door fagade, articulation and changes in color, and material horizontally at each
of the three auto bays is provided.
For purposes of complying with the requirements in this subsection "facade articulation" shall
consist of a combination of two of the following design features:
a. Changes in plane with a depth of at least twenty-four inches, either horizontally or
vertically, at intervals of not less than twenty feet and not more than forty feet; or
Page 5of10
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b. Changes of color, texture, or material, either horizontally or vertically, at intervals of not
less than twenty feet and not more than one hundred feet; or
Finding:
There are changes in color and texture, material along the fagade of the oil change
structure that faces Biddle Road. These include the use of beams that extend beyond the
fa§ade of the structure that are in an alternate material as the wall panels. Transom style
windows, pedestrian entrance door, and the glass and metal roll -up garage doors provide
a material, texture and color change horizontally along the Biddle Road fa§ade.
Additionally, there are roof overhangs that project more than 48 -inches over the door
bays, the beams and overhangs is a pattern that is repeated along the frontage of the
structure on Biddle Road and along the east fa§ade of the carwash tunnel structure to
provide facade articulation.
c. A repeating pattern of wall recesses and projections, such as bays, offsets, reveals or
projecting ribs, that has a relief of at least eight inches.
Finding:
The garage bay doors provide recesses along the majority of the Biddle Road fa4ade. The
brace walls between the garage bays has a projecting rib that extends more than eight
inches. On the east portion of the oil change structure in the area of the structure with
the office, customer waiting area and restrooms, transom style windows and the red rib
beam There is a proposed belt course of metal over the concrete / stucco exterior. The
eave of the building, and the projecting canopy overhangs the recessed bay doors which
does provide articulation along the fagade of the structure.
The beams, are used throughout the site on the structures and provide a cohesive design.
Beams, shown in red on the exterior elevations provides horizontal and vertical
articulation along the street facing facades of the structure.
The proposed design, architectural articulation, and substantial setback from the
pedestrian corridor all provide design features that meet the intent of the section.
3. Pedestrian Entrances. For buildings facing a street, a primary pedestrian entrance shall be
provided that is easily visible, or easily accessible, from the street right-of-way, or a pedestrian
accessway. To ensure that building entrances are clearly visible and identifiable to pedestrians the
principal entry to the building shall be made prominent with canopies or overhangs.
To achieve the objectives of this subsection the design of a primary entrance should incorporate at
least three of the following design criteria.
Page 6 of 10
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a. For building facades over two hundred feet in length facing a street or accessway provide
two or more public building entrances off the street;
Finding:
Not applicable
b. Architectural details such as arches, friezes, tile work, murals, or moldings;
Finding:
Pedestrian oriented entrance has been added to the Biddle Road facing facade. A metal,
commercial grade entry door with side light window is provide on the western end of the
structure. A metal overhang extends over the entry area. The entry facade overhang
differs in color than the overhangs above the auto bays.
c. Integral planters or wing walls that incorporate landscape or seating;
Finding:
A planter area with landscaping and a seating area is provided that provides sidewalk
connection to the sidewalk along the retail street.
Complies as conditioned to depict landscape and customer seating at pedestrian entrance
d. Enhanced exterior light fixtures such as wall sconces, light coves with concealed light
sources, ground -mounted accent lights, or decorative pedestal lights;
Finding:
Not applicable.
e. Prominent three-dimensional features, such as belfries, chimneys, clock towers, domes,
spires, steeples, towers, or turrets; and
Finding:
Not applicable
f. A repeating pattern of pilasters projecting from the facade wall by a minimum of eight
inches or architectural or decorative columns.
Finding:
A repeating pattern of projecting beams between the garage bays with beams that extend
more than eight -inches beyond the facade of the structure.
Page 7 of 10
24
4. Transparency. Transparency (glazing) provides interest for the pedestrian, connects the building
exterior and interior, puts eyes on the street/parking, promotes reusability, and provides a human -
scale element on building facades. The transparency standard applies to a building's principal
facade. Projects subject to this section shall meet the following glazing requirements:
a. A minimum of forty percent of a facade wall face area, the area from finished ground
floor elevation to twelve feet above finished floor elevation, shall be comprised of
transparent glazing from windows or doors. Reflective or tinted glass or film is not
permitted on ground floor facade windows. The forty percent minimum transparency
requirement may be reduced through the site plan and architectural review process upon
demonstration that a proposed alternative design achieves the transparency objectives. See
subsection (A)(4)(e) of this section for alternative design solutions.
Finding:
The proposed structure has garage doors with transparent windows. A single, door with
sidelight and two windows are found on the oil change structure fagade provide
additional transparency. The fa§ade has 1,027 square feet of the fagade wall. The
transparency provided is 224 square feet where 410.8 square feet is required. See
additional findings in (A)(4)(e).
b. The second floor must provide a minimum of twenty-five percent glazing between three
and eight feet, as measured from that story's finished floor level. The twenty-five percent
minimum transparency requirement may be reduced through the site plan and architectural
review process upon demonstration that the proposed alternative design achieves the
transparency objectives. See subsection (A)(4)(e) of this section for alternative design
solutions.
Finding:
Not applicable
c. If a single -story building has a facade taller than twenty feet, the facade area above fifteen
feet is subject to the same window requirement as the second -floor requirement in
subsection (A)(4)(b) of this section.
Finding:
The single -story building has a facade taller than 20 -feet. The area of the of the fagade
that is above 15 -feet is 240 square feet. Of the 240 square feet, there is 161 square feet
of glazing or nearly 68 percent of the facade.
Page 8 of 10
'PR
d. Any building wall facade that is built up to an interior mid -block property line is not
required to have glazing on that facade if no prohibitions and no contractual or legal
impediments exist that would prevent a building being constructed on the adjacent property
up to the wall of the facade.
Finding:
No prohibitions or contractual or legal impediments excepting building and fire code
would prevent a building from being construction on the adjacent property to the wall of
the fagade of the car wash tunnel.
e. Where transparent windows are not provided on at least forty percent of a building wall
facade (or portions thereof) to meet the intent of this section, at least three of the following
elements shall be incorporated:
Finding:
Three of the elements from the section have been provided to compensate for having
less than 40 percent of the ground floor wall fagade as a transparent material. The
proposed structure has a belt course on the fagade of a metal texture and in red accent
vs. the grey aluminum composite material (ACM) panels.
The proposed structure has a projecting awing/canopy that extends more than four feet
beyond the fagade of the structure.
A large portion of the street facing (primary) fagade 16 -feet of the 79 -foot fagade has a
substantial, vertical articulation in the form of a tall (greater than 25 -feet in height) and
includes more than 9.5 -feet in the wall fagade is window area, additional red belt course,
beam. In this section of the wall fagade, there is 376 square feet in area of which 40
percent is 153.6 square feet. The proposed portion of the structure that has a substantial
vertical wall articulation more than 40 percent of the fagade is transparent.
5. Wall Faces. As used in this section there are three types of wall faces. To ensure that buildings
do not display unembellished walls visible from a public street or residential area the following
standards are imposed:
a. Facade Wall Face. Facade wall faces greater than forty feet in length shall be divided
into small units through the use of articulation, which may include offsets, recesses,
staggered walls, stepped walls, pitched or stepped rooflines, overhangs, or other elements
of the building's mass.
Page 9 of 10
26
For purposes of complying with the requirements in this subsection facade wall faces shall
consist of a combination of two of the following design features:
Finding:
The fagade walls that visible from the public street or from residential areas that are also
greater than 40 -feet in length have changes in plane at vertical intervals. There are
changes in color and texture, material along the fagade of the oil change structure that
faces Biddle Road. These include the use of beams that extend beyond the fa4ade of the
structure that are in an alternate material as the wall panels. Transom style windows,
pedestrian entrance door, and the glass and metal roll -up garage doors provide a
material, texture and color change horizontally along the Biddle Road fagade.
Additionally, there are roof overhangs that project more than 24 -inches over the door
bays, the beams and overhangs is a pattern that is repeated along the frontage of the
structure on Biddle Road and along the east fagade of the carwash tunnel structure to
provide fagade articulation.
b. Building Wall Face. As applicable each building wall face shall be given architectural
treatment to meet the intent of this section by using three or more of the following:
Finding:
The building wall face that faces the private retail street fagade is less than 40 feet in
width. The proposed wall face has a projecting beam and projecting sign on the street
facing fagade that breaks up the mass of the wall and meets the intent of the section that
is to provide dimensional variation on the plane of the wall that provides shadows,
changes in plane and fagade treatment to reduce the mass of the wall facing the street
and to provide visual interest. The wall is more than 20 feet from the street and is not a
pedestrian entry.
c. Other Wall Faces. Other wall faces abutting residential areas shall comply with the
requirements for building wall faces. Other wall faces not abutting residential areas are
exempt from this section.
Finding:
No wall faces abut residential areas.
Page 10 of 10
27
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Attachment "C-2"
South Salem, LLC
Site Plan and Architectural Review Application
4245 Table Rock Road: 37 2W 01 C; 700
ROGUE PLANNING E DEVELOPMENT SERVICES, LLC
30
June 27, 2019
AMENDED FINDINGS
Site Plan and Architectural Review Application Request
for the development of the property located at 4245 Table Rock Road (37 2W O1C: TL#700)
Property Owner:
Applicant:
South Salem LLC
PO BOX 4460
Medford, OR 97501
J.B. Steel Inc.
Gary Caperna
PO BOX 4460
Medford, OR 97501
Agent: Rogue Planning & Development Services, LLC
Amy Gunter
33 North Central Avenue, Suite 213
Medford, OR 97501
Land Surveyor: Hoff buhr and Associates
Darrell Huck
880 Golf View Drive, Suite 201
Medford, OR 97504
Civil Engineering:
Landscape Design:
CEC Engineering
134 W Main Street
Medford, OR 97501
Madera Design Inc.
2994 Wells Fargo Way
Central Point, OR 97502
Page 1 of 22
31
Request:
Request for Site Plan and Architectural Review approval to allow for the first phase of development of
the phased retail center. The proposal is to allow for the construction of a Premier Oil Change quick lube
and automated car wash facility.
Property Description:
The subject property is located at 4245 Table Rock Road, Central Point Oregon, (37S 2W 01C; TL#700).
The property is part of a vacant, 9.04 -acre parcel at the southwest
corner of Table Rock Road and Biddle Road. The property is bound by
Table Rock Road along the east property line and Biddle Road along the
north property line. Hamrick Road is approximately 360 -feet to the
south of the subject property.
The 9.04 -acre parcel has received tentative approval for the partition of
Parcel 1, a 2.03 -acre lot in the northwest corner of the property
(Tentative Plan Application PAR -19002). Parcel 2 is to remain vacant.
The Partition Application and the proposed site plan provides a Master
Plan layout that generally complies with the access standards, block
length standards, parking lot layout, design, landscaping and grading,
stormwater control and utility installation. Each phase of the
development will obtain separate approvals as necessary.
The greater property area is at the edge of the city of Central Point Urban
Growth Boundary (UGB) and the city limits. The property is zoned
Commercial / Tourist (C-4). The adjacent property to the south (TL#3900)
is outside of the City limits, but is shown as Central Point, Manufacturing
(M-2) on the zoning map (see Figure 2). The property to the north and
Figure 1: Vicinity Map
across Biddle Road and west is zoned General Commercial and Figure 2: Central Point Zoning Map
Residential. The properties to the northwest, across Biddle Road are
zoned Residential. The properties to the east, across Table Rock Road are zoned Jackson County General
Commercial. The Rogue Valley Airport, airport related businesses, hotels and office buildings are further
east/southeast on Biddle Road.
There are no floodplains, wetlands or other significant natural features on Parcel 1 that would prevent
development. There is a grove of large stature pine and cedar trees on vacant Parcel 2. These trees will
be evaluated by an arborist prior to development proposals for Parcel 2 to verify if the trees are in a
condition of health that would warrant their preservation and incorporation into a development
proposal.
Page 2 of 22
32
A portion of the frontages of the property were recently improved with curb, gutter, sidewalk and utility
installations. Table Rock Road is a County Arterial and is maintained by Jackson County. Biddle Road is
a County Minor Arterial, it is also maintained by Jackson County. There are curb, gutter, sidewalk and
utilities present along the frontages. The driveway curb cut was relocated to the western property line
as part of the frontage improvements.
Detailed ro osai:
Premier Oil Change, with locations in Redding, Eureka, and Grants Pass proposes to construct an Oil Lube
and Car Wash Facility as the first phase of development of the Retail Center proposed by South Salem,
LLC.
The proposal is for an approximately 7,316 square foot facility that consists of two primary structures,
Oil Lube building is proposed to have a 2,345 square feet of area and a 4,971 square foot Car Wash
Tunnel, a covered express detail covered area to the west of the car wash tunnel is also proposed.
Additional site improvements for the Car Wash facility will consist of parking areas, car cleaning
enclosures that includes a vending / vacuum structure with individual vacuum kiosks, pay stations, and
a bug station. The site improvements are intended for vehicle care and maintenance use by customers
who primarily remain in the vehicle for the duration of basic car care services. Site landscaping, irrigation,
screening, and trash / recycle enclosures are also proposed.
Page 3 of 22
33
Architecture:
As a highway tourism, auto -centric business, the proposed architecture harkens the lines and
architecture found on service buildings. The design style is reflective of a classic "butterfly" or "batwing"
style design featured on the Conoco Phillip's of the 1960s when the Interstate infrastructure was
installed throughout the Rogue Valley. The Sonic Drive -In has similar styling. The proposed buildings
include well defined rooflines consisting of rounded roofs and steeply pitched, skilion rooflines. The
fagade of the building features clearly defined customer entrances, and articulation in the facades that
address the standards from the city of Central Point architectural review.
The structures are setback a substantial distance from the pedestrian corridor along Biddle Road, with a
53 -feet, 1 -inch setback at the nearest point, the Lube Facility building is at the same plane as the Car
Wash building. The design standards from the CPIVIC speak to articulation in the fagade consistent with
the development pattern in the downtown area and in keeping with the 'small town character'. The
proposed building and 'style' are translated on the proposed building with more modern materials and
design elements such as steel and glass with vehicle -oriented design to support the proposed vehicle -
oriented business.
Access:
Primary access to the site from Biddle Road is proposed via a retail street. The proposed retail street is
approximately 570 -feet west of Table Rock Road, and 540 -feet east of Meadowbrook Drive.
Meadowbrook Drive is on the north side of Biddle Road. On the south side of Biddle Road, a retail street
intersects with Meadowbrook Drive. This connects to an existing east/west retail street that terminates
at the subject property's western boundary. The proposed north/south retail street is to intersect with
the east / west street. To further provide internal circulation and comply with block length standards the
east/west retail street is proposed to be extended through the property.
A limited Traffic Impact Analysis by Southern Oregon Transportation Engineers was performed that
addressed the traffic impacts of an oil / lube and car wash facility. The Traffic Impact Analysis found that
the proposal complies with the standards required by the Jackson County Roads Department and by the
Oregon Department of Transportation for intersection distances. Jackson County Roads Dept. has
indicated that the proposed full movement access will be allowed from the retail street to Biddle Road.
With the Phase 1 portion of site improvements for this development proposal, both sides of the north /
south retail street are proposed that will connect to the intersection of the east / west retail street. The
application includes the plan for the retail street to be improved on both sides with five-foot landscape
park row and five-foot sidewalk. The improvements to the private retail street demonstrate that beyond
the property boundaries of Phase 1 development, a private retail street, to the city standards can be
developed through the property to Table Rock Road. As future phases develop, the retail street will be
installed in conjunction with the Phase 2 development.
Page 4 of 22
34
Adequate transportation facilities are provided within the public rights-of-way and via the future
connected retail street system. The site plan provides a block layout demonstrating that the block length
standards are met and that the block perimeter standards are generally met with the proposed retail
street. As the future phases develop, there will be additional pedestrian and bicycle connections
provided to reduce travel distances through the site.
Parking:
Proposed drive aisles and parking areas are located in a convenient location for the new structure. The
proposal requires one parking space for every employee on the major shift plus two spaces for each
service bay. There are three service bays for the oil / lube structure. The proposal seeks to reduce the
required number of parking spaces by 20 percent as allowed in CPMC 17.64.040(B). It can be found that
ten parking spaces are necessary (four employees on major shift), the 20 percent reduction allows for
the total proposed parking spaces to be reduced to eight.
The reason for the request to reduce the required parking is reasonable considering the majority of the
customers that arrive at the facility remain in their vehicle throughout the duration of the vehicle service.
The parking areas, storm water collection facilities and construction requirements will be designed in
accordance with the Rogue Valley Sanitary Sewer Services (RVSS) Regional Stormwater Quality Design
Manual.
Landscaping:
The proposed landscaping features a ten -foot wide landscape buffer around most of the perimeter of
the project site. Along the east property line where the vacuum stations are located, a five-foot buffer is
proposed. This is due to the future building location on the adjacent site, and the future landscape needs
on Parcel 2, will result in ten -foot landscape buffer.
A revised landscape plan provides a 10 -foot buffer along the East property boundary consist
with Table 17.75.03, CPMC 17.75.039(G).
Stormwater Drainage Plan:
At the time of building permit application, concurrence from the Jackson County Roads Division will be
provided. The proposed grading and drainage plan demonstrate that conceptually, storm water
drainage, retention, and connection to approved systems (either to the city system in the adjacent
private retail street, to the Jackson County system in Biddle Road). The stormwater drainage plan has
not been designed as the site development project is not approved. The stormwater drainage is required
to comply with the RVSS Design Standards Manual at the time of building permit submittal. Stormwater
planning is not a discretionary review criterion, it would appear that the provision of a conceptual plan
is adequate for land use standards compliance.
Page 5 of 22
35
Phasing Plan:
A minor land partition application has been proposed on the property to segregate the site (Parcel 1),
proposed for development of Premier Care Car Wash and Oil Lube Facility.
The proposal is to install the north/south retail street to the city standards with the development of the
site. Along the south property line of Parcel 1, Phase 1 area, half of the retail street to the east corner of
the property.
With future phases, in particular, Phases 2 and 3, the remaining segment of the east / west retail street
would be installed to the city standards to provide continuous vehicular, pedestrian and bicycle
connection through the property to Table Rock Road.
The exact layout and phasing plan for Parcel 2 has not been determined and the uses and potential
development for Parcel 2 are currently under review and are subject to change. South Salem, LLC
foresees at least four phases to this retail center with the additional phases/building footprints totaling
76,000 square feet.
Conclusion:
The project team finds that the purpose and intent of the C-4 Zoning District is to provide for the
development of concentrated tourist commercial and entertainment facilities to serve both local
residents and traveling public at locations that will maximize ease of access and visibility from the
Interstate 5 freeway and major arterial streets and to be convenient to the users of Expo Park.
The project team believes that the proposed structure complies with the city of Central Point Standards
for development of a commercially zoned property at the boundary of the City limits and UGB, separated
a substantial distance from the historic downtown and city center.
It can be found the proposed structure will provide an architecturally interesting design template that
reflects the architectural character of the Sonic Drive Thru restaurant that is to the west of the proposed
development and demonstrates compliance with the standards and that the design is consistent with
other auto -oriented design in the vicinity that serves the traveling public.
As proposed, Phase 1 development of the site including the proposed use, the site plans, transportation
plan, architectural details, landscape plans and conceptual utility plans for the site development
promotes the orderly and harmonious development of and under developed commercial area the city.
The proposed development will not have a negative impact on the stability of land values and
investments, and the general welfare, including aesthetic considerations for the adjacent neighboring
properties. Additionally, the criteria for Conditional Use Permit for the operation of a car wash facility is
met. The proposed building will enhance the neighborhood while providing commercial use and creation
Page 6 of 22
36
of jobs which furthers the intent and purpose of both the Comprehensive Plan and Municipal Code for
the development in the C-4, Commercial zone.
Thank you for your time and consideration.
Respectfully Submitted,
Amy Gunter
Rogue Planning & Development Services, LLC
541-951-4020
AmVgunter.planning@gmail.com
www.rogueplanning.com
Attachments:
Revised Circulation Plan
Revised Site Plan
Grading and Drainage Plan: Exhibit C1
Conceptual Utility Plan: Exhibit C2
Findings addressing the criteria from the City of Central Point Land Development ordinance can be found
on the following pages. For clarity, the Central Point Land Development Ordinance criteria are in Times
New Roman font and the findings in Calibri.
Page 7 of 22
37
FINDINGS OF FACT
City of Central Point Municipal Code
Chapter 17: Zoning Ordinance
C-4 Tourist and Office -Professional District
17.44.010 Purpose.
The C-4 district is intended to provide for the development of concentrated tourist commercial and
entertainment facilities to serve both local residents and traveling public, and also for the development of
compatible professional office facilities. C-4 development should occur at locations that will maximize
ease of access and visibility from the Interstate 5 freeway and major arterial streets and to be convenient
to the users of Expo Park, the airport, and downtown.
17.44.020 Permitted Uses.
B. Tourist and entertainment -related facilities, including but not limited to:
3. Automobile service station, automobile and recreational vehicle parts sales and repairs, and truck
rentals;
Finding:
The proposal is for an automobile service facility in the form of a quick lube facility and car wash. The
CPMC allows these uses with the approval of a Conditional Use.
17.44.030 Conditional Uses.
A. The following uses are permitted in the C-4 district when authorized in accordance with Chapter 17.76,
Conditional Use Permits:
Finding:
A carwash requires a Conditional Use Permit per the CPMC 17.44.030.A.11.
17.44.040 Site plan and architectural development standards.
Development within the C-4 district shall be subject to the site and architectural standards set forth in
Chapter 17.75, Design and Development Standards.
Finding:
The proposed development can be found to comply with the site and architectural standards set forth
in CPMC 17.75. See additional findings.
17.44.050 General use requirements.
A. Uses that are normally permitted in the C-4 district but that are referred to the planning commission
for further review, per Section 17.44.030(A)(19), Conditional uses, will be processed according to
application procedures for conditional use permits. No use shall be permitted and no process, equipment
or materials shall be used which are found by the planning commission to be harmful to persons living or
Page 8 of 22
38
working in the vicinity by reason of odor, fumes, dust, smoke, cinders, dirt, refuse, water -carried waste,
noise, vibration. illumination or glare, or are found to involve any hazard of fire or explosion.
Finding:
The proposal is to use the site an oil lube and car wash facility. The use, process, equipment and materials
used in conjunction with the site development are not harmful to persons working in the vicinity of the
proposed development. The proposed development is setback more than 200 -feet from the nearest
residentially zoned properties.
The proposed use is a traveler and community member -oriented business that complies with the
purpose and intent of the Commercial (C-4) zone to meet the needs of the tourist -oriented business.
There is a public, Jackson County RV park not far from the property, highway travelers that attend the
tourist oriented venues of the Family Fun Center and the Jackson County Expo have an alternative oil /
lube and car wash facility from the do -it yourself places found to the north on Table Rock or as found at
the Truck stop near the interstate.
The facility will not cause more noise, dust, odor glare, vibration, illumination or glare beyond what is
reasonably accepted in a Commercial zone along two major arterial streets.
B. All businesses, services and processes shall be conducted entirely within a completely enclosed
structure, with the exception of off-street parking and loading areas, outdoor eating areas, service stations,
outdoor recreational facilities, recreational vehicle overnight facilities, and other compatible activities, as
approved by the planning commission.
Finding:
The primary functions of the site are vehicle oil lube service and car washing. These functions will occur
within enclosed structures. There is a two -vehicle covered, exterior express detail by on the southwest
side of the wash tunnel. The equipment used for detailing will be stored within the car wash structure
unless in use by technicians. The service station portion of the site (pay stations, vacuum stations, bug
station, etc.) the parking and the loading areas occur outside of a structure.
C. Open storage of materials related to a permitted use shall be permitted only within an area surrounded
or screened by a solid wall or fence having a height of six feet; provided that no materials or equipment
shall be stored to a height greater than that of the wall.
Finding:
No materials are proposed to be stored outside of the structure.
17.44.060 Signage standards.
Signs in the C-4 district shall be permitted and designed according to provisions of Section 17.75.050,
Signage standards, and Chapter 15.24, Sign Code.
Page 9 of 22
39
Finding:
The signs for the Premier Oil Change and Car Wash will comply with the Sign Code of CPMC section 15.24
and Section 17.75.050.
A separate sign permit application demonstrating compliance will be obtained at the time of the
construction and permitting phase.
17.44.070 Off-street parking.
Off-street parking and loading spaces shall be provided as required in Chapter 17.64, Off -Street Parking
and Loading, and developed to the standards set forth in Section 17.75.039, Off-street parking design and
development standards.
Finding:
The proposed off-street parking and loading spaces are proposed in accordance with CPMC 17.64, Off -
Street Parking and Loading standards.
Design and Development Standards
17.75.031 General connectivity, circulation and access standards.
The purpose of this section is to assure that the connectivity and transportation policies of the city's
Transportation System Plan are implemented. In achieving the objective of maintaining and enhancing
the city's small town environment it is the city's goal to base its development pattern on a general
circulation grid using a walkable block system. Blocks may be comprised of public/private street right-
of-way, or accessways.
Finding:
The street frontages of the property were recently improved from the Biddle Road and Table Rock Road
intersections, east towards the freeway and south along Table Rock Road. Throughout the development
there are Private Retail Streets proposed which have street -like improvements to provide connectivity
through the development.
A. Streets and Utilities. The public street and utility standards set forth in the City of Central Point
Department of Public Works Standard Specifications and Uniform Standard Details for Public Works
Construction shall apply to all development within the city.
Finding:
The public streets along the Biddle Road and Table Rock Road frontages are in the process of being
completed with curb, gutter, sidewalk, utility installations, etc. The proposed retail street is proposed to
be connected to the existing private retail street that exists as an east / west connection from Hamrick
Road (where parallel to Table Rock Road). This private retail street will also provide a north / south
connection though the development, accessed via the existing driveway curb cut that is near the west
property line. Landscape medians and buffering and an interconnected five-foot wide sidewalk system
is provided through the development to provide pedestrian connectivity to the public street system.
Page 10 of 22
40
A private, 12 -inch water line that exists within the existing east / west private retail street. An eight -inch
line connects to the sites northern boundary. A water circulation plan under the direction of the City of
Central Point Public Works Director will be completed to provide hydrants and adequate service
connections throughout the development area.
The property is within the Phase 2 Stormwater Quality Area. At the time of the building permit submittals
for the site development, a stormwater management plan that complies with the Rogue Valley
Stormwater Quality Design Manual for water quantity and quality will be provided. The project Civil
Engineer has drafted a preliminary proposal for the Premier Oil and Car Wash which will accommodate
much of the storm water generated on site in an above ground detention Swale along with below ground
detention and infiltration facilities. Stormwater services are available to the site from two sources. There
is a 36 -inch, Jackson County storm drain in Biddle Road. There is also a City of Central Point, 24 -inch
storm drain line present, 260 -feet west of the project site within the existing retail street. Since the land
development proposal is preliminary, the stormwater plan has only been conceptually designed. The
final plan will be designed consistent with the Rogue Valley Stormwater Quality Design Standards, the
city of Central Point standards, and any Jackson County standards for storm water detention, retention,
or other requirements will all be addressed at the building permit phase. Where capascity issues may
present an issue with one facility or another, at building permit or in conjunction with a grading /
excavation permit, or the 1200c Department of Environmental Quality Permit, compliance with the
applicable standards in place at the time of permit will be demonstrated.
Sanitary sewer service available to the west of the project site. This 8 -inch line will be extended to the
site. To the applicant's knowledge, there are no capascity issues in this line. None were noted in the pre -
application conference notes.
The proposed development will demonstrate compliance with all utility standards set forth in the City of
Central Point Department of Public Works Standard Specifications and Uniform Standard Details for
Public Works Construction at the time of site development application.
B. Block Standards. The following block standards apply to all development:
Finding:
There are two blocks proposed as part of the development of the property created by a private retail
street. Block 1 is north of a proposed private retail street that will traverse the site, connected to an
existing retail street system that connects to and through to Hamrick Road to the east and north through
other developments on adjacent parcels. Block 2 is the southern portion of the property that is south of
the proposed retail street.
Page 11 of 22
41
1. Block perimeters shall not exceed two thousand feet measured along the public street right-of-
way, or outside edges of accessways, or other acknowledged block boundary as described in
subsection (B)(4) of this section.
Finding:
Due to intersection spacing standards, adjacent development and retaining a large parcel of land
capable of withstanding commercial development area for a large retail complex with the
potential for large scale structures, the block perimeter of Block 1 exceeds the maximum block
perimeter standard of 2,000 feet by 152 -feet.
Block 1 is bound by the proposed north / south retail street, approximately 520 -feet west of the
intersection of Biddle Road and Table Rock Road. The retail street extends 395 -feet to the south
along the west property line. The retail street is proposed to connect to an existing east / west
retail street that extends to the east from Hamrick Road. This east / west retail street is proposed
to eventually extend through the property and connect to Table Rock Road on the east side of
Parcel 2. The east / west retail street is proposed to extend approximatly 310 -feet east, then
south for 170 feet. The street turns east for 270 -feet to the proposed intersection with Table
Rock Road. The intersection of Table Rock and Biddle Road is approximatly 455 -feet feet to the
north.
Block 2 is proposed to have a perimeter of 1,817 feet. This blocks dimensions are somewhat
predicated upon the adjacent development to the south. As proposed, the conceptual blocks
comply with standards.
2. Block lengths shall not exceed six hundred feet between through streets or pedestrian
accessways, measured along street right-of-way, or the pedestrian accessway. Block dimensions
are measured from right-of-way to right-of-way along street frontages.
Finding:
The proposed site layout demonstrates the maximum block length of 600 -feet is met for each
segment of the two blocks, Block 1 and Block 2.
3. Accessways or private/retail streets may be used to meet the block length or perimeter standards
of this section, provided they are designed in accordance with this section and are open to the
public at all times.
Finding:
A retail street system and pedestrian accessways through the future parking area and site
development of Block 1, is used to generally comply with the block length and perimeter
standards. The retail street has been designed in accordance with the requirements of this code.
Page 12 of 22
42
4. The standards for block perimeters and lengths may be modified to the minimum extent
necessary based on written findings that compliance with the standards are not reasonably
practicable or appropriate due to:
Finding.
The proposed block lengths for the development of Parcel 1 do not exceed 600 -feet.
The proposed block perimeter of Block 1 is 2,152 feet. The proposed perimeter is requested to
be larger for the purposes of increased separation between the Biddle Road/Table Rock Road
intersection and the retail street intersection. The minimum separation is 300 -feet, the proposed
separation is approximatly 455 -feet.
As proposed, the block perimeter with the proposed retail streets is slightly in excess of 2,000 -
feet. This helps with access management issues, including increased intersection site distance,
stopping distance, preserves the integrity of the roadway system and can improve thru times
through the Table Rock Road corridor by increasing the intersection distance.
It can be found that the additional 152 -feet a vehicle would have to traverse will not have a
negative impact on the transportation system. Additionally, it can be found that pedestrian and
bicycle access can and will be provided through the site through the provision of pedestrian
accessways and separation between parking areas and pedestrian accessways. This will enhances
the comfortability of the pedestrians through the site.
C. Driveway and Property Access Standards. Vehicular access to properties shall be located and
constructed in accordance with the standards set forth in the City of Central Point Department of Public
Works Standard Specifications and Uniform Standard Details for Public Works Construction, Section
320.10.30, Driveway and Property Access.
Finding:
The proposed vehicular access through the properties and the development will comply with all utility
standards set forth in the city of Central Point Department of Public Works Standard Specifications and
Uniform Standard Details for Public Works Construction.
The easement for the north/south portion of the retail street where is crosses onto the adjacent property
will be created. Concurrence from a representative of the adjacent property owners' group will be
provided for the proposed future (north/south) retail street required for the site review and conditional
use permit development of proposed Parcel 1 prior to development permits. There is no law or rule that
prevents this future road connection. Additionally, the proposed final plat will provide cross access,
mutual ingress / egress, maintenance, and other standard access easement language for the future retail
street through the South Salem LLC, owned, Parcel 2.
Page 13 of 22
43
D. Pedestrian Circulation. Attractive access routes for pedestrian travel shall be provided through the
public sidewalk system, and where necessary supplemented through the use of pedestrian accessways as
required to accomplish the following:
Finding:
Upon development of Parcel 2, there will be a complete sidewalk system along both public street
frontages of the property. Through the development, there are retail streets proposed. These streets
are proposed to be have landscape buffers and sidewalk systems with sidewalk and parking lot crossings
that are distinguished from the driving surface to provide pedestrian connectivity through the property.
Additionally, it can be found that pedestrian and bicycle access can and will be provided through the site
through the provision of pedestrian accessways and separation between parking areas and pedestrian
accessways. This will enhance the comfortability of the pedestrians through the site.
Pedestrian scale streetlights and directional signage will provide interest and safety for pedestrians.
E. Accessways, Pedestrian. Pedestrian accessways may be used to meet the block requirements of
subsection B of this section. When used pedestrian accessways shall be developed as illustrated in Figure
17.75.01. All landscaped areas next to pedestrian accessways shall be maintained, or plant materials
chosen, to maintain a clear sight zone between three and eight feet from the ground level.
Finding:
The block perimeter of Block 1 is exceeded by 152 -feet. The pedestrian accessways provided through
the development in the parking areas and along the retail street will reduce the block length as a
pedestrian can bisect the development vs. an automobile which must stay on the driving surfaces.
All landscape areas will be professionally designed, installed and maintained. The plant materials
sections provide for a clear sight zones and to provide safety and security throughout the sight. Vision
clearance triangles will be maintained at the intersections.
F. Retail Street. Retail streets may be used to meet the block requirements of subsection B of this section.
When used retail streets shall be developed as illustrated in Figure 17.75.02.
Finding:
The retail street is proposed to connect to existing retail streets developed on the adjacent properties.
The block perimeter requirements are exceeded by 152 -feet due to the increased separation standards
for the future retail street intersection from the Table Rock Road and Biddle Road intersections.
17.75.039 Off-street parking design and development standards.
All off-street vehicular parking spaces shall be improved to the following standards:
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44
A. Connectivity. Parking lots for new development shall be designed to provide vehicular and pedestrian
connections to adjacent sites unless as a result of any of the following such connections are not possible:
Finding:
The parking lots throughout all phases of the development will be designed in a manner that provides
vehicular and pedestrian connections to the adjacent properties and public right-of-way.
S. Parking Stall Minimum Dimensions. Standard parking spaces shall conform to the following
standards and the dimensions in Figure 17.75.03 and Table 17.75.02, provided, that compact parking,
spaces permitted in accordance with Section 17.64.040(G) shall have the following minimum dimensions:
Finding:
The proposed parking space width, length, access, drive isles and accessibility standards are met with
the proposal.
The number of spaces provided in the parking lot for the development of Parcel 1 is proposed to be eight
(8) spaces. The customers of the facilities generally will remain with their vehicle during service and the
parking area is generally reserved for employee use. The highest number of employees during a shift
could be as high as five, resulting in ten parking spaces necessary. The CPMC allows for a reduction of 20
percent as an administrative exception. This proposal requests this exception.
C. Access. There shall be adequate provision for ingress and egress to all parking spaces.
Finding:
The driveways, driving aisles and access thorough the development provides adequate provisions for
ingress and egress to all parking spaces.
D. Driveways. Driveway width shall be measured at the driveway's narrowest point. including the curb
cut. The design and construction of driveways shall be as set forth in the Standard Specifications and
Public Works Department Standards and Specifications.
Finding:
The driveway and access point design and construction will comply with the standards and specifications
of the public works department. The driveway widths provide adequate dimensions to meet turning
movement and access standards.
E. Improvement of Parking Spaces.
Finding:
The proposed parking lots are proposed to be designed and installed to the standards of the city of
Central Point.
Page 15 of 22
45
All paving and parking space delineation, including curbing and directional arrows painted on the drive
aisles to facilitate on-site traffic, is proposed.
The parking area will be paved, and striped in accordance with the standards of the city of Central Point.
Per the Conceptual Grading and Drainage Plan (Exhibit Cl), the conceptual plan can be found to be
adequate for the proposed development of Phase 1, the Oil Lube and Car Wash Facility. The proposed
grading and drainage plan demonstrate that conceptually, storm water drainage, retention, and
connection to approved systems (either to the city system in the adjacent private retail street, to the
Jackson County system in Biddle Road). The stormwater drainage plan has not been designed as the site
development project is not approved. The stormwater drainage is required to comply with the Rogue
Valley Stormwater Management Design Standards Manual at the time of building permit submittal.
Stormwater planning is not a discretionary review criterion. It can be found that the provision of a
conceptual plan is adequate for land use standards compliance.
Additional phases will address storm water needs as required by the RVSS Standards and the Rogue
Valley Stormwater Management requirements in effect at the time and in general accordance with
Exhibit C1, the Conceptual Grading and Drainage Plan. At the time of building permit application,
concurrence from the Jackson County Roads Division and Rogue Valley Sanitary Sewer services will be
provided.
No parking spaces are designed with backing movements or other maneuvering within a street or other
public right-of-way.
All lighting used to illuminate the off-street parking and loading areas will be arranged to direct the light
away from the streets and adjacent properties.
All drives, and streets will have a minimum vision clearance area met with the landscape plantings and
signage. No vision clearance problems will be created by the proposed drive isles.
Curbing is proposed for all parking spaces and drive aisles at the outer boundaries of the parking lot to
prevent motor vehicles from extending over property lines, public streets and landscape areas.
Parking, loading and vehicle maneuvering areas are not located within any portion of the street setback
area that is required to be landscaped in the commercial district.
All vehicle parking areas provide adequate vehicle turnaround and maneuvering area through the use of
drive -aisle and turnaround spaces and with an interconnected driveway system. The proposed layout
appears to be consistent with the figures from 17.75.04 and 17.75.05.
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46
F. Limitation on Use of Parking Areas. Required parking areas shall be used exclusively for vehicle
parking in conjunction with a permitted use and shall not be reduced or encroached upon in any manner.
The parking facilities shall be so designed and maintained as not to constitute a nuisance at any time, and
shall be used in such a manner that no hazard to persons or property, or unreasonable impediment to
traffic, will result.
Finding:
The parking areas will be used exclusively for vehicle parking associated with permitted uses on the
property.
G. Parking/Loading Facility Landscaping and Screening. Parking lot landscaping shall be used to
reinforce pedestrian and vehicular circulation, including parking lot entries, pedestrian accessways, and
parking aisles. To achieve this objective the following minimum standards shall apply; however,
additional landscaping may be recommended during the site plan and architectural review process
(Chapter 17.72). All parking lots shall be landscaped in accordance with the following standards:
Finding:
The parking lot landscaping is professionally designed. The landscaping is meant to enhance the
pedestrian environment, improve screening of vehicles from the adjacent properties and from the public
right-of-way. The proposed landscaping site plan achieves the minimum standards from the table found
in 17.75.03 with a 15 -foot buffer along Biddle Road and a five-foot buffer adjacent to the property line
where a five-foot buffer will be provided on the east side of the property line for a ten foot landscape
buffer at the time of future development of the adjacent property.
The interior parking islands proposed are at least six -feet in width. There is adequate room for tree and
vp-get�tiort�rowth.
A revisedd an cape plan provides a 10 -foot buffer that is consistent with Table 17.75.03, CPMC
17.75.039(G).
H. Bicycle Parking. The amount of bicycle parking shall be provided in accordance with
Section 17.64.040 and constructed in accordance with the following standards:
3. Exceptions to Bicycle Parking. The approving authority may allow exceptions to the bicycle
parking standards as part of the site plan and architectural review process in connection with the
following:
a. Temporary uses such as Christmas tree sales; or
b. Uses that do not generate the need for bicycle parking per a bicycle parking demand analysis
that demonstrates and documents justification for the proposed reduction.
Finding:
The proposed development Phase is for an auto -centric use that will not generate bicycle traffic
from the customers as the reason they are at the property is for an automobile oil change and /
or car wash. An exception to the bicycle parking standards is requested. The uses do not generate
Page 17 of 22
47
bicycle traffic. With the development of the adjacent properties in future phases, a bicycle
parking structure will be proposed that complies with the standards.
There is adequate room within the structures to accommodate the bicycle parking for employees
of the Oil Lube and Car Wash Facility.
Per Table 17.64.04, CPMC 17.64.040, auto -centric uses are required to provide on-site bicycle parking
for employees and customers. A minimum of 2 bicycle parking spaces are required and may be
provide inside structures.
17.75.040 Building design standards.
The following building design standards are established to maintain and enhance the small town character
of the city.
Finding:
The "small-town character" of the city of Central Point is not negatively impacted by the Phase 1
development of the site as an automotive / vehicle -oriented use that serves the resident and tourism
consumers as envisioned in the Comprehensive Plan. The proposed building design is reflective of 1960s,
highway traveler design, but integrates current building design motifs of strong, angular rooflines, and
more modern materials of stucco like concrete panels, metal and window glazing without a lot of stone
work or similar rock work. Chapter 6 of the Comprehensive Plan finds that higher intensity, commercial
development that supports tourist traffic and supports the Expo and the office / business district is
appropriate on the site. The proposed design, proposed use and layout has been proposed in order to
accommodate regional needs of the business sector in close proximity to the freeway and the airport as
discussed in the Comprehensive Plan of the city.
Substantial setbacks of more than 50 -feet are proposed from the public right-of-way and the structures.
This reduces the perceived impacts to community character from a pedestrian perspective.
17.75.042 Commercial building design standards,
The following design standards are applicable to development in all commercial zoning districts, and are
intended to assure pedestrian scale commercial development that supports and enhances the small town
character of the community. All publicly visible buildings shall comply with the standards set forth in this
section.
Finding:
The proposed structure is in the commercial zoning district, at the boundary of the city limits and urban
growth boundary. The proposed development of Parcel 1 is proposed as a vehicular oriented use that
has setbacks of more than 50 -feet from the front property line. The proposed development in Phase 1
is for an auto -centric use.
The "small-town character" of the city of Central Point is not impacted by the Phase 1 development of
the site as an automotive / vehicle -oriented use that serves the resident and tourism consumers as
envisioned in the Comprehensive Plan.
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48
The proposed building design is reflective of 1960s, highway traveler design, but integrates current
building design motifs of strong, angular rooflines, and more modern materials of stucco like concrete
panels, metal and window glazing. Chapter 6 of the Comprehensive Plan finds that higher intensity,
commercial development that supports tourist traffic and supports the Expo and the office / business
district is appropriate on the site. The proposed design, use and layout has been proposed in order to
accommodate regional needs of the business sector in close proximity to the freeway and the airport as
discussed in the Central Point Comprehensive Plan.
A. Massing, Articulation, Transparency, and Entrances.
1. Building Massing. The top of the building shall emphasize a distinct profile or outline with
elements such as a projecting parapet, cornice, upper level setback, or pitched roofYine.
Finding:
The proposed buildings provide both a curved roofline with steeply pitched rooflines which
emphasize a distinct profile or building outline. The proposed buildings provide architectural
interest.
2. Facade Articulation. Facades longer than forty feet and fronts on a street, sidewalk, accessway
or residential area shall be divided into small units through the use of articulation, which may
include offsets, recesses. staggered walls, stepped walls, pitched or stepped rooflines, overhangs,
or other elements of the building's mass.
For purposes of complying with the requirements in this subsection "facade articulation" shall
consist of a combination of two of the following design features:
a. Changes in plane with a depth of at least twenty-four inches, either horizontally or
vertically, at intervals of not less than twenty feet and not more than forty feet; or
b. Changes of color, texture, or material, either horizontally or vertically, at intervals of not
less than twenty feet and not more than one hundred feet; or
c. A repeating pattern of wall recesses and projections, such as bays, offsets, reveals or
projecting ribs, that has a relief of at least eight inches.
Finding:
The proposed structures are setback between 53 -feet, 1 -inch from the front property line and
the Biddle Road public right of way. The proposed structures do not directly front upon a public
street, sidewalk or internal accessway. The design regulations appear to be intended to enhance
the pedestrian environment. With the substantial setback, and that the proposed site
development of the property as an oil lube facility and car wash which is not typically a pedestrian
oriented business, the proposed design demonstrates general compliance with the standards for
facade articulation for structures that front upon the public right-of-way. Additionally, there is a
Page 19 of 22
49
substantially obscuring vegetative buffer proposed between the vehicular surfaces proposed on
site and the public sidewalk.
There is a small, electronic pay station for the car wash that is between the lube facility building
and the front property line. This structure is similar to a drive -up ATM and has a scale that is
smaller than the articulation standards. It is proposed to be just over 10 -feet tall.
The proposed lube facility structure has a fagade of length of 79 -feet. There is a horizontal
articulation of more than five -feet on the structure of 16 -foot, 8 -inches for the waiting room,
office, entry hall, and restrooms. This portion of the building is proposed to be 25 Meet tall,
have a steeply pitched skillion style roofline, glazing, and a change in color, material and texture
at 10 -feet from grade proving required vertical articulation. The remaining 62 -feet of structure
has articulation and changes in color, and material horizontally at each of the three auto bays.
Two bays have 12 -foot wide doors, one has a 10 -foot wide door and there is between 3 -feet, 8 -
inches of bracing wall between the doors. The equipment room and the wall to the door of the
lube bay is 15 -feet, six -inches. There are 5 -foot, 9 %2 -inch overhangs at each bay. There are
material changes on the overhangs to add both horizonal articulation and vertical changes in
mass.
It can be found that the structure does not front upon a public street, sidewalk or pedestrian
accessway and though exempt from the facade articulation standards, clear attempts to break
up the horizontal and vertical massing of the structure that demonstrate compliance with the
standard.
3. Pedestrian Entrances. For buildings facing a street, a primary pedestrian entrance shall be
provided that is easily visible, or easily accessible, from the street right-of-way, or a pedestrian
accessway. To ensure that building entrances are clearly visible and identifiable to pedestrians the
principal entry to the building shall be made prominent with canopies or overhangs.
To achieve the objectives of this subsection the design of a primary entrance should incorporate at
least three of the following design criteria:
a. For building facades over two hundred feet in length facing a street or accessway provide
two or more public building entrances off the street;
b. Architectural details such as arches, friezes, tile work, murals, or moldings;
c. Integral planters or wing walls that incorporate landscape or seating;
d. Enhanced exterior light fixtures such as wall sconces, light coves with concealed light
sources, ground -mounted accent lights, or decorative pedestal lights;
e. Prominent three-dimensional features, such as belfries, chimneys, clock towers, domes,
spires, steeples, towers, or turrets; and
Page 20 of 22
50
f. A repeating pattern of pilasters projecting from the facade wall by a minimum of eight
inches or architectural or decorative columns.
Finding:
The proposed building does not front upon a public street, a sidewalk nor a pedestrian access
way. There is more than 50 -feet of setback from the public right-of-way. The design standards
for structures that front upon the public right-of-way is intended to enhance the pedestrian
environment by creating pedestrian scale design with recesses, and massing and scale that is
comfortable for a pedestrian when walking on the adjacent sidewalk. The proposed development
of the property as an oil and lube Facility with car wash, is not typically a pedestrian oriented
business.
The entrance is oriented internally towards the facility as the customers arrive and depart from
the premises in their vehicles. The nature of the business is a quick lube and car wash where the
customer remains in their vehicle throughout the duration of their visit to the establishment.
Though the proposed layout would appear to be exempt from the standard, there is a clear, entry
door into the hall where the restrooms and a small waiting area are located. Any customers that
choose to wait in the structure as opposed to within their vehicles which is typical, will be
personally directed to the door, and are more likely to enter from inside of the lube structure
than they are to go outside and around the building.
Additionally, the proposed structures, excluding the covered vacuum and the covered pay
station, the large buildings are not spatially near the internal street system and the pedestrian
corridors that exist throughout the future phases of development.
4. Transparency. Transparency (glazing) provides interest for the pedestrian, connects the building
exterior and interior, puts eyes on the street/parking, promotes reusability, and provides a human -
scale element on building facades. The transparency standard applies to a building's principal
facade. Projects subject to this section shall meet the following glazing requirements:
Finding:
Though not physically near the pedestrian sidewalk along Biddle Road, nor spatially near the
internal street system, there is a substantial amount of glazing provided on the structure. The
building is not intended to be pedestrian oriented, human -scale as the nature of the business is
auto oriented. The proposed design is consistent with A.4.e., where there are not transparent
windows provided. Limited transparent windows due to proposed use and function of the
building and the more than 50 -foot setback from the public right-of-way and more than 60 -feet
from where the public sidewalk is going to be located in the future.
There is a proposed belt course of metal over the concrete / stucco exterior. The eave of the
building, and the projecting canopy overhangs the recessed bay doors which does provide
articulation along the fagade of the structure.
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51
The metal framing of the structures, shown in red on the exterior elevations provides vertical
articulation along the street facing facades of the structure.
The proposed design, architectural articulation, and substantial setback from the pedestrian
corridor all provide design features that meet the purposes and intent of the section.
5. Wall Faces. As used in this section there are three types of wall faces. To ensure that buildings
do not display unembellished walls visible from a public street or residential area the following
standards are imposed:
Finding:
There is more than a 50 -foot setback from any unembellished fagade and the public right of way
and the public sidewalk. The proposed development is more than 200 -feet from the residentially
zoned properties to the northwest. Both these distances, the landscape buffer and the driving
aisles all provide a substantial distance that reduces, if not eliminates the visibility of the back
wall (east wall) of the Car Wash tunnel.
Additionally, the car wash structure has horizontal articulation using an overhang with metal
bracing that has variations in material and colors that provide the require articulation, off -sets,
recesses and pitched roofs that reduce the mass and the scale of the car wash tunnel structure.
6. Screening of Service Areas and Rooftop Equipment. Publicly visible service areas, loading
zones, waste disposal, storage areas, and rooftop equipment (mechanical and communications)
shall be fully screened from the ground level of nearby streets and residential areas within two
hundred feet; the following standards apply:
Finding:
The service areas for the vehicles on-site getting serviced for either oil / lube or car wash is within
enclosed for covered structures. The only exterior "service" area is for the detail shop on the
southeast end of the car wash tunnel building. It is more than 200 -feet from the residential area
and is nearly 200 -feet from Biddle Road. This limits visibility. No rooftop mechanical is proposed.
And the trash / recycle enclosures are within a six-foot fenced enclosure.
Publicly visible service areas, including waste disposal and mechanical equipment must be fully
screened.
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52
Public Works Department
August 5, 2019
AGENDA ITEM:
e_
CENTRAL
POINT
PUBLIC WORKS STAFF REPORT
PAR -19002, CUP -19002 — Oil change and Car Wash
Traffic:
Attachment "D"
Matt Samitore, Director
The applicant is proposing a 2,345 sq. ft. oil change center and a 4,971 sq. ft. automated car
wash. The City uses the Institute of Transportation Engineers (ITE) Volume 10 for scoping
Traffic Impact Analysis (TIA). The threshold is 25 PHT, on a particular intersection, or can be
required as part of a conditional use permit. A TIA was completed by Southern Oregon
Transportation for this use. There is no corresponding effect on any City related intersections.
However, Jackson County could limit access from Biddle Road in the future depending on if
queing issues with additional phases of the area.
Existing Infrastructure:
Water: There is 8 inch waterline in the private drive to the west of the development
Streets: Biddle Road is a major arterial street owned and maintained by Jackson County.
The private drive to the west is a private retail street..
Storm Water: There is 24" Storm Drain line in the private drive that has capacity. Jackson
County also has a line on Biddle that may be accessible.
Issues:
There are two main issues:
1. Reciprocal Access — The application shows a portion of the north/south public access to
Biddle Road on the adjacent parcel to the west and shows access from the proposed
development to an existing private drive to the west. Permanent easements for the
development of the private retail street and the access to the west are needed for access,
circulation and vehicular movements.
2. Storm Utility Connection - The proposed development shows connection to the Jackson
County storm drain system. There is limited capacity in this system, so it will be
necessary for the applicant to coordinate with Jackson County to determine if any of the
storm run-off associated with this development can be connected to the existing system.
53
Conditions of Approval:
1. PW Standards and Specifications — Applicant shall comply with the public works
standards and specifications for construction within the right of way.
2. Private Retail Street Biddle Road Access — Applicant shall obtain a permanent easement
from tax lot 37 2W 01C, tax lot 804 for the construction of private retail street and
permanent reciprocal easements for access to Biddle Road.
3. Reciprocal Access Easement, Hamrick Road Access — Applicant shall obtain a permanent
reciprocal access to the private drive on tax lot 37 2W 01C, tax lot 804.
4. Jackson County — Applicant shall obtain all the necessary approvals from Jackson County
Roads for the construction of a new driveway access on to Biddle Road and for any
public utility connections.
5. Street Tree/Landscape Plan — Applicant will need to prepare a landscaping and irrigation
plan to be reviewed and approved by the City for the landscape rows along Biddle Road
and Table Rock Road.
6. Storm Water Quality - The project is within the Phase 2 stormwater quality area and will
require a stormwater management plan that is in accordance with the Rogue Valley
Stormwater Quality Design Manual (RVSQDM). An operations and maintenance
agreement for all new stormwater quality features is required. Construction on site must
be sequenced so that the permanent stormwater quality features are installed and
operational when stormwater runoff enters.
7. Erosion Control. — The proposed development will disturb more than one acre and will
require an erosion and sediment control permit (NPDES 1200-C) from the Department of
Environmental Quality (DEQ).
54
..W0MOP-
August 5, 2019
Attachment "E"
ROGUE VALLEY SEWER SERVICES
Location: 138 West Vilas Road, Central Point, OR - Mailing Address: P.O. Box 3130, Central Point, OR 7502-0005
Tel. (541) 664-6300, Fax (541) 664-7171 www.RVSS.us
Justin Gindlesperger
City of Central Point Planning Department
155 South Second Street
Central Point, Oregon 97502
Re: SPAR -19002, Table Rock Commercial Center, Tax Lot 700, Map 37 2W 01C
The existing property currently does not have sewer service. There is an existing 8 inch sewer main
and manhole just west of the subject property. Sewer service for the proposed development will
require a main line extension into the property from the existing manhole.
Rogue Valley Sewer Services requests that approval of the application and development be subject
to the following conditions:
1. The applicant must provide sewer construction plans prepared per RVSS standards for
review and approval.
2. Sewer connection permits will be issued upon acceptance of the sewer main and payment of
related fees.
Feel free to call me with any questions.
Sincerely,
Z
Nicholas R. Bakke, PE
District Engineer
K:\DATA\AGENCIES\CENTPT\PLANNG\SITEPLANREVIEW\2019\SPAR-19002_CUP-
19002 TR COMMERCIAL CENTER.DOC
55
Wd
0
JACKSON COUNTY
HOPlIS
August 19, 2019
Attention: Justin Gindlesperger
City of Central Point Planning
140 south Third Street
Central Point, OR 97502
Attachment "F"
Roads
Engineering
Chuck DeJanvier
Consinrcrion Engineer
200 Antelope Road
White City, OR 97503
Phone: (541) 774-6255
Fax: (541) 774-6295
dejanvca@jacksoncounty.org
www.jacksoncounty.org
RE: Site Plan & Architectural Review and Conditional Use Permit for lot on
Table Rock Road at Biddle Road— County maintained roads.
Planning File: SPAR-19002/CUP-19002 & AR; 37 -2W -01C Tax Lot 700
Dear Justin
Thank you for the opportunity to comment on consideration of a Site Plan &
Architectural Review and Conditional Use Permit for the construction of 2,345 square foot oil
change facility and 4,971 square foot automated car wash, including parking and landscape
areas in the C-4 zoning district for southwest corner of Table Rock Road and Biddle Road on a
9.04 acre site at 4245 Table Rock Road. Jackson County Roads offers the following
comments:
A Traffic Impact Study that addresses impacts at the site accesses and at the
intersection of Table Rock Road and Biddle Road has been reviewed and Jackson
County's comments are as follows:
a. The TIS, which addressed only the conditions with Phase 1 build out (oil change
& car wash is acceptable.
b. Jackson County will allow the construction of the proposed full access driveway
onto Biddle Road.
c. The TIS does not address future year, future phases of this site, nor other future
development in the vicinity. Jackson County reserves the right to restrict left turn
movements at the proposed Biddle Road access in the future.
d. Future phases of this development will be required to perform a TIS for their
impacts. Such a future TIS may require left turn limitations at the proposed Biddle
Road access, or other mitigations.
2. Jackson County's General Administration Policy #1-45 sets forth the County's position
as it relates to the management of County roads located within existing or proposed city
limits or Urban Growth Boundaries (UGB). The County has no current plans for
improvements to Biddle Road. Jackson County Roads recommends that the city
request road jurisdiction.
3. If frontage improvements are required, the applicant shall obtain a minor road
improvement permit from Jackson County Roads Sidewalk placement on Biddle Road
I:\Engineering\Development\CITI ES\CNTRI-MSPAR- 19002 -CU P-19002-AR.deg
August 14, 2019
Page 2 of 2
frontage if required should be directly behind the curb. Jackson County Roads does not
maintain planter strips.
4. Roads recommend the removal of any existing driveways not being used on Biddle
Road and replacing them with new curb, gutter and sidewalk. If curb, gutter and
sidewalk is not existing, it will be required.
5. Utility Permits are required from Roads for any utility work within the county road right-
of-way.
6. Biddle Road is a County Minor Arterial and is maintained by the County. The Average
Daily Traffic count was 9,984 for eastbound lanes 450 east of Hamrick Road on July 31,
2018 and 9,677 for westbound lanes on July 31, 2018 450 feet east of Hamrick Road.
7. Table Rock Road is a County Arterial and is maintained by the County. The Average
Daily Traffic count was 20,723 750 north of Biddle Road on July 9, 2018.
8. If county storm drain facilities are to be utilized, the applicant's registered Engineer shall
provide a hydraulic report and plans for review and approval by Jackson County Roads.
Storm drainage runoff is limited to that area currently draining to the County storm
drainage system. Upon completion of the project and prior to occupancy, the
developer's Engineer shall certify that the construction of the drainage system was
constructed per the approved plan. A copy of the certification shall be sent to Chuck
DeJanvier at Jackson County Roads.
9. The applicant shall submit construction drawings to Jackson County Roads and obtain
county permits if required.
10. We would like to be notified of future development proposals, as county permits may be
required.
11. We concur with any right-of-way dedicated
Sincerely,
Chuck DeJanvier, PE
Construction Engineer
57