HomeMy WebLinkAboutResolution 448 - Rite Aid Site Plan.}. F ~ ~ f~ £\'i
3 L)
PIANNING COMMISSION RES()I,IJ'I°ION NO. 448
A ItISOI.,UTION CONDI"I'IONAI.,I~Y APPROVING
A SI"I•E PLAN APPL.,ICATION
(Applicant {s}: I Iun~znult Developzr~zezat Company, ]Zito Aid Drug Stor•c}
(372W42CC "fax Lots 3504, 3704, 384(), 4440, & 4001)
Recitals
1. This matter came before the Planning Commission for hearing on May 4, 1999, on
applicant's site plan application fora 13,328 square foot Rite Aid Drug Stare izl an C-4 zoning
district of the City. The Planning Commission reviewed the application and the City staff z•eports,
and received comments from all persons wishing to be heard izl favor of and opposed to tl-re
application.
Now, thercforc;
BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF CENTRAL
POINT, OREGON, AS hOLLOWS:
Section 1. Criteria Applicable to Decision. The following chapters of the Central Point
Municipal Code apply to this application:
A. Chapter 17.44, C-4, Tourist and Office Professional District
B. Chapter 17.60, General Regulatiozas;
C. Chapter 17.64, Off-Street Parking and Loading;
D. Chapter 17.72, Site Plan, Landscaping and Construction Plan Approval.
Section 2. Findings.and Conclusions. The Planning Commission here by adopts the site
plan introduced by Hurnmelt Development Company to construct a 13,328 square foot Rite Aid
Drug Store on the northeast corner of East Pine and North Tenth Streets in the C-4, Tourist and
Office Professional zoning district; including the provision that delivery trucks will be srxraller trucks
only {no long-haul truck access}; an agreen~rent, with a 14 year sunset provision, that in the future
the City may take 7.5 to 8 feet of the landscaping strip for right-of--way dedication for an additional
turn large {to not disturb the parkizzg area by the future right-o:f way dedication); and the crass access
agreements to be included as a part of the deed preparation for the street right-of~way dedication and
alley vacation.
A. Chapter 17.44 relating to uses, lot size, lot coverage, setback, building height and
screening in the C-4 zoning district;
1 -PLANNING COMMISSION RESOLUTION NO. 448 (x50499)
13, C~r~i}~tct' 17.1'~t} r•~lEztit~~ l~:> (~.t~ n~~ ~u~l 1.~,~Cl~~t;~;,~i1~t, ?~~;~~uirt~nt~~i~t~;
~.. ~~il~l?i',j"` ~ 1.~3~ T"~:~i~~:~3.11~` (t) t)~ ~-titl'C i't !}Uli~tll!_ ~Jlll~ !i?~ll~lll'.' ~~iCl~((i~~:
~. Cla~pt~;~~ 17,72 t°~•;<it:uii to ~iit~ ~p1~i~i ,~c~luir.•!lrc~;!s,
Scctit~~~r 3. C;~>ir~li~~,iu~1 ^~ ~ .~xl. "1']~c al~l~lic~ztit~r~ f'c~t~ ~;it~ lalG~r~ ,~1~~a~c~~J~~; i; 1c:~cl~y
~c~nclitit~i~~ll~ ~pl~rc~vccl, :,~xla~,_t t~~ i~]~' c:~~r~clitit~c~s sct lcat•tl~ c>t~ [;x1~il~it "A'" ~; lii~ it i~ ~it~i~[r~~cl h~~:c~t«
~~~cl by~ this r~l'~~~~;~i~~ i~1c;c~x~la~~ ~,~tai l~crciir.
~,~ 1'ci~~~d Y~. ~:l~r, 1'Ic;ru:ir~±; Cc~rr7r~r7i~~ic7n ~~zd si~~~e;~I l~~ ~~~c: i:~l ~it;l7~iiti~.iti<at~ c~l'its ~~<~;~<<~,~• t1~is
' °,~
A,.1""I'~~T:
~~
C;ii ; K~;pre: ,,~~~.liit ~-
Al~rc~veci b~= t~ze tl7i~ _ _.. c~~y off' ~~ ~ ~ , 1999..
.~ %I
~ _
____ Pt~rEZiri~ ~..;c~ ~~~ ~~.,;~it~~•~ C~l~airn~~at
2 - 1'LANT~ITI'~CT COMMI5S~C3N iZ~SC7I,LJTi(~1'~I NO. 44~ (05041)9)
rl,ttarl~t~tc3at !3
CITY C)i_ Cf::N l f~l~t_ f'(71N 1
D~P~1R7~MfNT {}F: F'UI3L.I(: W{:)l~~KS
STAf= f RPPORT
for
RITE AID DEVELOPMENT, ~Or" AND PAVE STREETS
SITE PLAN REVIEW
PW# 99006
Date:
Applicant
Agent:
Property
Owners:
Project:
Location
Legal:
Zoning:
Area:
Unit:
Plans:
Report fay
Purpose
April 27, 1999
Hummelt Development Company
29911 SW Boones f=erry Road, Suite 3, Wilsonville, OR, 97070
John Hummel#, 29911 SW 13aones Ferry Road, Suite 3, Wilsonville, OR, 97070
Morgan {T.L. 3500), Rehmer (T.L. 3600}, Mete (T.L. 3700), Saxbury (heirs of estate, T.L.
3800), Blaska {T.L. 3900}, Sloven (T.L. 4000), Krueger (T.L. 4001)
Rite Aid Store
Northwest Corner of 10"' and Pine Streets
T37S, R2W, Section 02CC, Tax Lo#s 3500, 3600, 3700, 3800, 3900, 4000, 4001
C-4
1.5 acres.
Pharmacy Stare and Garden Center consisting of 13,328 sf building with '1,429 sf garden
center.
1 "Site Plan" dated Apri! 7, 9999 (received 4114!99) prepared by Hummelt Development
Company.
Lee N. Brennan, Public Works Director
Provide information to the Planning Commission and Applicant (hereinafter referred to as "Developer")
regarding City Public Works Department (PWD) standards, requirements, and conditions to be included in
the design and development of the proposed store. Gather Information from the Developer/Engineer
regarding the proposed development.
Special Requirements
Exlstinq Infrastructure: The Developer shall demonstrate that all connections to existing
infrastructure (i.e. streets; water, sanitary sewer, storm drain systems; natural drainage systems;
etc.,) will not interfere with or provide for the degradation of the existing effective level of service
or operation of the infrastructure facilities, and that the existing infrastructure facilities have either
adequate capacities to accommodate the flows andlor demands imposed on the existing
infrastructure as the result of the connection of the proposed development's infrastructure, or will
be improved by and at the expense of the Developer to accommodate the additional flows andlor
demands; while maintaining or Improving the existing level of service of the affected facility, as
approved by (as applicable), the regulatory agency, u#illty owner, andlor property owner involved.
2. Ufl!ltytPub!!c lnfrastrucfurc E'asemenfs: Suitable easements shall be provided for and
dedicated to the respective utilitylpublic infrastructure owners, for off utility and other public/private
facility infrastructure within the former right-of-ways of the recently vacated portions of 9t'' street
and associated alleys that are now incorporated into the proposed development, and the portion
of the former alley between 9'h and 8f'' Streets.
~:~o
(iuc• .~(rJ : >rt'rlr~; wiw;r, i'rr'~ ,;,;,i 1'nrr ti7r-,•,~r~
.1~rh' ('lull !r°C7'1i'x
.~{luv(? °. 199,4
I'cr€re 3
^ The southbound left turn exit from bite Aid at the former 9"' Street location, will operate at
L.OS "l=", which is two levels below current Jackson County s#andards.
^ Based on expected traffic flows, a separate right-t~~rn lane on the Southbound portion of
the 1 D`h/Pine Street intersection is not warranted.
Current PWD standards require commercial driveways to be located a minimum of 200 feet from
an intersection (Drawing A-5). The proposed Pine Street entrance driveway is located 200 feet
from the intersection of Pine and 10th Streets; the proposed Manzanita S#reet driveway is located
approximately 200 feet from the intersection of Manzanita and 10th Streets; and the proposed 10"'
Street driveway is located 135 feet from the intersection of 10'h and Pine Streets and 90 feet from
the intersection of 10`h and Manzanita Streets.
The Developer has indicated that a driveway access off of 10`h is required for the development.
Orfginally, staff was initially willing to consider a nigh#-inlright-out driveway at a mid block location
on 10`" S#reet between Pine and Manzanita Streets (which would have resulted in distances to the
two intersections that were significantly shorter than the minimum PWD standard). However in
light of the projected conflicts with queuing problems both internally on the Development, and an
10~' Street, the PWD is recommending that if this driveway is to remain, that the Developer be
required to provide for dedication for expansion of the right-of-way along 10`~ Street to a minimum
of 88-feet in width {44 feet on either side of centerline) to accommodate additional traffic lanes to
address the queuing problem in the limited space available, and to provide for better egress from
the site.
The proposed plan would necessity#e the removal of the current RVTD bus stop which is located
at the southern end of the intersection of the vacated alley with 10`x' Street, in the southbound
direction. An additional "pocket" right-of-way dedication may be required from the Development to
accommodate replacement of the bus stop on either Manzanita or Pine Street, and to have the
bus stop located outside the lanes (vehicle and bicycle) of traffic. The siting of a new bus stop
location shall be as approved by RVTD.
Without any definition for the needs of Pine Street as the result of the s#ree# master
planning/downtown revitalization work currently being performed, the determination of whether ar
not additional Pine Street right-of-way dedication is warranted from the proposed Development
cannot be made at this time. However, in light of the existing right-of-way widths available, and
the developed condition of the downtown Pine Street downtown corridor, additional right-of-way
dedication along Pine Street (with the exception of the area at the intersection with 10~' Street.
The Developer should provide suitable and acceptable easements (minimum 15-foot in width) for
any existing public works infrastructure, or public works infrastructure required for the
development, that are located outside the public rights-of-way.
A separate 10-foot minimum width public utilities easement {P.U.I~.) should also be dedicated by
the Developer for utility installation outside the 10~', Pine and Manzanita Streets rights-of way
along the property's exterior frontage with these streets.
032
li i fi' .~~fr1 1 ~r't','!~+(VY VN. : 1 },. ,Ir:c r' 1314,' .\(~'~'r'1 ~
1' I I 'I f .Sl r rI/ Ii r'; ~~ e r r
5. Improvements to Pine Sfreef: Pine Street is currently constructed as an urban road with 6 foot
sidewalks along the property's Pine Street Frontage between 9"' and 10F'' Streets. If no additional
street widening is warranted to accommodate pro}ected future traffic needs, then the only
improvements recommended to be required of the Development are as follows:
Cl installation of a street light (similar to the street lights installed by the City on Pine Street)
at the eastern side of the proposed Pine Street driveway;
^ Installation of a new portion of curb, gutter, sidewalk, and driveway apron #o be
constructed across the frontage of Pine S#reet to remove the existing street entrance and
curb radiuses at 9'h street;
^ Reconstruction of the curb, gutter, sidewalk, and wheelchair access ramps on the
northwest corner of the intersection of Pine and 10'h Streets;
^ Restriping of the crosswalks intersec#ing northeast comer of the intersection of Pine and
10`~ Streets to reflect installation of the City's required wheel chair access ramps on this
corner; and
^ Relocation of the traffic signal standard to accommodate the curb, gutter, wheelchair ramp
reconstruction work on the northeast corner of the intersection of Pine and 1~"' Streets.
6. Improvements to lOfh Street The Developer should be required to design and construct ail
necessary improvements to 10`" Stree# prior to issuance of a certificate of occupancy. These
improvements include, but are not limited to, street section widening and regrading (to
accommodate the additional lanes required}, curbs, gutters, sidewalks, driveway approaches and
aprons, wheelchair ramps, bike laneslways, street lighting, storm drainage, and traffic control and
delineation, extending from Pine Street to the north side of the intersection with Manzanita Street,
which shall be coordina#ed and approved by the JC Roads and the City PWD, and designed and
constructed at the expense of the Developer as part of the proposed Development. The PWD
proposed street section for 10'h Street between Manzanita and Pine Streets has acurb-to-curb
width of 58 feet. Sidewalks will need to be 6-feet in total width.
7. Improvements to Manzanifa Sfreef: The Developer should be required to design and construct
all necessary improvements #o Manzanita Street. These improvements include, but are not limited
to sidewalks, driveway approaches and aprons, curb and gutter reoonstruc#ion, wheelchair
ramps, street lighting, storm drainage, and traffic control and delineation, which shall be
coordinated and approved by the City PWD, and designed and constructed at the expense of the
Developer as part of the proposed Development. in light of the relatively poor condition of
Manzanita S#ree#, and the lack of current master plans for the development of Manzanita street (as
to be provided in the TSP, LSNP and DRP), the PWD is proposing that the improvements on
Manzanita (excluding the driveway removal/ reinstalia#ion work illustrated on the site plan) be
deferred until such time as Manzanita Stree# is improved.
If any or all of the improvements are to be deferred to a later date, then the Developer will be
required to enter into a suitable deferred improvement agreement with the City for the
developrnent/improvement of the street appurtenances (i,e. sidewalks, curb, gutter, street lights,
033
li7fe' -r7,11},'i','!~y'r>7r'+:f ;!F"~7r1i1 jai rlr'.\iri'r'!~
.~~ffi' `r1~N1 lir'S-1r'r~
l'#f~17 tifrrl7 R~y~r~rl
f'u,L'~, i
storm drainage, etc.) along the development's frontage with Manzanita, as required by the
conditional approval of the Development and as approved by the City PWD.
8. Site Draina e/Starm Drain Plan: The developer shall design and implement a site
drainage/storm drain plan that corrects and enhances existing site drainage for the entire property
noted an the si#e plan. Sheet flow surface drainage from the property onto the public rights-of-
way, or onto neighboring properties is unacceptable. The storm drainage infrastructure will be
privately operated and maintained.
During the design of the storm drain collection and conveyance system (SD System), which
provides for storm water run-off from and run-an onto the proposed development (either surface
run-on or culvert or creek/ditch conveyance), the Developer shall demonstrate that the storm
water flows from the completion of the proposed development {and at any time prior #o completion
of developmen#} da not exceed predevelopment flaws; or tha# existing capacity, allowances, or
provisions have been made {and approval of the applicable properties owners and regulatory
agencies has been obtained), which accommodate any additional flow which exceed
predevelopment flaws. The Developer and the City PWD shall agree on the applicable run-off
coefficients, curve numbers, retardance, etc., to be used in the engineering calculations.
Developer's engineer shall provide a site drainage plan with the facilities being designed, at a
minimum, to accommodate a 10 year storm event. The SD system must be designed to
adequately drain the 10-year storm event without surcharging or mus# be provided with adequate
storage to prevent surcharging; and be designed to not impact existing private or public storm
drainage facilities. Any private storm drain system exceeding 3-inches in diameter shall be
designed to directly connect #o the public storm drain system (at a manhole or curb inlet only), and
shall not be designed to discharge to the street surfaces. The po#ential retention of storm water
run-off shall be coordinated with aspects of the proposed development to provide an aesthetically
pleasing, efficient, non-hazardous, and low maintenance facility. if applicable, the storm water
retention facilities shall be suitably landscaped; designed to mitigate erasion and sediment and
hydrocarbon deposition; and to mitigate the "attractive nuisance" hazards associated with these
facilities. Catch basins, curb inlefs, and area drains shall be designed for sediment and
petroleum hydrocarbon retention,
9. Domestic Water Service and Fire Protection: There is an existing fire hydrant on Manzanita
Street. The requirement for the Developer to install any additional Fire Hydrants or services
(including addi#ional water lines and appurtenances) will be at the discretion of Fire District No.
and shall be implemented at the expense of the Developer in accordance wi#h City PWD
requirements. The size of the water meter and service lateral #o the Development will be jointly
determined by the Developer, and the City PWD and Building Department. The costs for the
installation of the service lateral and water meter(s) will be at the expense of the Developer, with
work to be performed by the City PWD.
10. Aboveground Utilities: if applicable, coordinate effor#s with Pacific Power, US Wes#, and Falcon
(TCl) Cable, to canver# any overhead electrical power, telephone, or cable facilities within the
proposed development to underground facilities, prior to the acceptance by the City PWD of the
public improvements associated with the proposed developmen#. All agreements and costs
associated with the conversion of these facilities from overhead to underground facilities, shall be
by and between the utility owners and the Developer.
434
/irf,' _!ru` 1><'1'~'ii V'+'1~'~n i r'- ., ... r~U;,' `r+c'~'fr
.~'irr 1'1.;+r I~rti 1ru
11. Drivewa s Access Roads and Parkin Areas: The driveways, access roads, and parking and
turning areas on the proposed development must be designed and positioned in a manner that
should accommodate the turning movements and access of any expected delivery trucks which
service the s#ore. The Developer indicated that no "long-haul" (long wheel base) trucks will
access the site. As a minimum the site shall accommodate the turning movements and
ingress/egress access of an AASHTO single unit truck and the Fire District's requirements. All
driveways, access roads, and parking areas should either have asphalt or cement concrete
surfaces.
Gene~af
Developmenf Plans: Developer shall submit to the City's PWD for review and approval, plans
and specifications for all improvements proposed for construction or modifications within the City
or public rights-of-way and easements or for connections to City infras#ructure. Public
improvements include, but are not limited to, streets (including sidewalks, curbs and gutters and
landscape buffers); storm drainage and sanitary sewer collection and conveyance systems; water
distribution system (up to the service meter and including fire protection); street lighting; and traffic
control devices, street signs, and delineation. All construction of public improvements shall
conform to the City's PWD Standards, the conditions approved and stipulated by the Planning
Commission, and other special specifications, details, standards, and/or upgrades as maybe
approved by the City Administrator or his designee prior to the approval of the construction plans
for the proposed development. During construction, changes proposed by the Developer shall be
submitted in writing by the Developer's engineer to the City PWD for approval prior to installation.
2. Approvals: 1=ire District No. 3 {fire hydrant placement, waterf ine sizing, and emergency vehicle
access), Bear Creek Valley Sanitary Authority (BCVSA, for sanitary sewers), City of Medford
Regional Water Reclamation Facility (commerciallindustrial wastewater discharge permit) and
Jackson County Roads and Park Services {Grant and Taylor Road improvements and
drivewaylaccess road connections) written approval of construction plans shall be submitted to
the City PWD prior to final construction plan review and approval by City PWD.
3. As-Builfs: Prior to approval and acceptance of the project, the Developer's engineer or surveyor
shall provide the Public Works Department with "as-built" drawings. if feasible, the Developer's
engineer or surveyor should provide the drawings in both a "hard copy" form (produced on Mylar'~)
and in a "digital" format compatible with AutoCAD®, ar other form as approved by the City PWD.
As-built drawings are to be provided to the City which provide "red-line" changes to final approved
construction plans which identify the locations and or elevations (as appropriate) of actual
installed items, including, but not limited to, invert, inlet, and rim or lip elevations; spat elevations
identified on drawings; water lines, valves, and fire hydrants; water and sewer lateral;
modifications to street section; manhole and curb inlet; street light locations; other below grade
utility lines; etc. Provide a "red-fine" hard copy (on Mylar'®), ar an approved alternative format, of
construction drawings, and if feasible, an acceptable AutaCAD® compatible drawing electronic file
~~5
l~u,~ ir~1 I ~~~r<~1~~r~rr~rrr. .!ry" „.;.i Purr .err, , r.
.tiu~• I'lrur lirrr<•r~
tlrr+l ..'.'. l r3V•ti
I'u,~ c'
to the City at completion of construction and prior to acceptance of public ir~frastrucfure facilities
completed as part of the proposed development, or as otherwise approved by the City
Administrator or his designee.
4. Elevations; All elevations used on the construction plans, on temporary benchmarks, and on the
permanent benchmark shalt be tied into an established City approved benchmark and be so noted
on the plans. At feast one permanent benchmark shall be provided far the proposed development,
the location of shall be as jointly determined by the City PWD and the Developer's surveyor.
5. Existing Infrastructure: As applicable, field verify all existing infrastructure elevations and
locations (i.e. pipe inverts, curb elevations, street elevations, etc.}, #o which the proposed
development wit! connect into existing improvements, prior to final construction plan design and
submittal for final approval. The accurate locations of any existing underground and above
ground public infrastructure, and the location of the associated easements with these facilities,
shall be accurately portrayed (both horizontally and vertically) on the construction plans.
6. Fill Placement: A!I fill placed in the development shall be engineered fill that is suitably placed
and compacted in accordance with City PWD and Building Department standards, except for the
upper 1.5-feet of fill placed outside of public rights-of-way and that does no# underlie building,
structures, or traveled vehicular access ways or parking areas.
7. Road/Drivertvay/Parking Areas: The Developer shall evaluate the strength of the native soils
and determine the access road, parking, and driveway section designs to handle the expected
loads (including fire equipment) to be traveled on these private driveways, access roads, and
parking areas. Need to provide section for review. The driveways, access roads, and truck
parking and turning areas on the proposed development must be designed and positioned in a
manner tha# wilt accommodate the turning movements and access of an AASHTO Single Unit
Truck, without crossing into an opposing lane or addi#ional travel lane of traffic.
$. Utility Plans: The utility plans shall be drawn to scale with accurate horizontal and vertical
depiction of utility fines and appurtenances (transformers, valves, etc.).
9. Area Lighting Plan: Need to provide and implement an adequate area lighting plan for parking
and public access areas, including the driveway entrances.
10. Clear Visian Areas: Sight vision triangles, meeting the City PWD's standards, shalt be
maintained at the driveway entrances and road intersections associated with the subject proper#y.
The construction drawings shall include clear vision areas {i.e. sight triangles) at driveway
entrances and at the intersection of Pine and Tenth Streets and Manzanita and 10~' Streets,
designed to meet the City's PWD requirements.
11. Fire Hydrants: Provide locations of existing and any new required fire hydrants. Fire Hydrants
need to be connected to 8-inch-diameter and larger lines, with the supply lines being "looped" as
feasible. if applicable, steamer ports at hydrants located near the building shall face the buildings.
Fire hydrants shall be suitably protected from potential vehicle damage and encroachment.
036
lii f~'.rr~l ~ri'si'li or •rl7r'~:f, rrF`~~ .~~ r +f,' \fl}'~Y•
`1fi' 1'lc N~ li ~'~Y~'l~
1'rr"1~J7<rl1 Rrr~~~rr
12. Water System Cross Connection Co_nfral: Developer shall comply with Oregon Health Division
{OHD) and City requirements far cross connection control. If a pressurized irrigation system
andlor domestic water wells exist on the property, the Developer will be required to install the
required bacl<flow prevention assemblies directly behind the City's water meters.
13. Water System: Construction drawings shall include file size, type, and location of all water
mains, hydrants, valves, service connection, meter, service laterals, and other appurtenance
details in accordance with City PWD Standards and as required by the City PWD.
14. Storm Drain System Desican: Prior to construction plan approval of the improvements for this
development plan, the Developer's engineer shall provide the City PWD with a complete set of
hydrologic and hydraulic calculations and profile plats for sizing the site storm drain system. The
engineer shall use the rainfalllintensity curve obtained from the City PWD for hydrologic
cafcula#ions, and the negotiated run-off parameters.
15. Roof/Area Drains: All structures shall have roof drains, area drains, andlor crawl spaces with
positive drainage away from the building. Roof drains shall not be directly connected to the public
storm drain system.
16. Grading Plans: Grading plans shou€d have original/existing grades and final grades plotted on
the plan. Typically, existing grade contour lines are dashed and screened back, and final grade
contour lines are overlaid on top of the existing grades and are in a heavier line width and solid.
Contour lines should be IabQled with elevations.
17. Overhead Power Lines: if applicable, coordinate efforts with Pacific Power and Light, US West,
and TCI Cable, to convert any overhead electrical power, telephone, or cable facilities within or
adjoining the proposed development to underground facilities, prior to the acceptance by the City
PWD of the public improvements associated with the proposed development. All agreements and
costs associated with the conversion of these facilities from overhead to underground facilities,
shalt be by and between the utility owners and the Developer.
18. Street Section: The City's engineering staff ar selected engineering consultant (a# Developer's
expense), shall evaluate the strength of the native soils and determine the minimum street section
designs for 10`h, Manzanita, and Pine Streets, as applicable, in accordance with the City PWD
Standards.
037