HomeMy WebLinkAboutResolution 566 - Cedar Park TPSection 3. Conditional ~1nt~roval. `l'hc applicatio~~ foz• tentative plan for a subdivisiozi known
as Cedar Park herein is hereby approved, subject to the conditions set forth on Exhibits "A" and "B",
attached hereto by reference incorporated hcrciz~, unposed under authority of Cl'MC Chapter 16.36.
Passed by the Planning Coznmissinzl and signed by zxze in authentication of its passage this
_l lthday of
ATTEST:
March , 2003.
Approved by me this 11th day of
Planning Commission Chair
March , 2003.
Planning Commission Chair
Planning Commission Resolution No. _566(03/11/2003)
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PLANNING DEPARTMENT RECOMMENDED CONDITIONS OIL' .APPROVAL
Prior to final plat approval, the applicant shall submit to the City a copy of the proposed
covenants, conditions and restrictions (CC&Rs) far Cedar Park Subdivision.
2. The applicant shall comply with all requirements of affect~i public agencies and utilities
as they pertain to the development of Cedar Park Subdivision. Evidence of such
compliance shall be submitted to the City prior to final plat approval.
3. 'T`he applicant shall comply with all federal, state and local regulations, standards and
requirements applicable to the development and constr~TCtion of Cedar Park Subdivision.
4. The applicant shall submit documents showing the proper dedication ofRight-of--Way for
the Southern most road into the Cedar Park Subdivision, prior to fznal plat approval.
5. The applicant and City of Central Point shall work with the Oregon Department of
Transportation far proper access into the Cedar Park Subdivision prior to the approval of
improvement plans.
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CITY OF CENT.R.AL PDINT
PUBLIC WORKS DEP.AI>t TMENT
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Purpose
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. Gather information
from the DeveioperlEngineer regarding the proposed development.
SPECIAL REQUlREMElV TS
The following items are specific Public Works infrastructure recommendations identified while
reviewing the Tentative Map for Cedar Park Subdivision,
Exisfin Infrasfructure: 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 current infrastructure facilities, and that
the existing infrastructure facilities have either adequate capacities to accommodate the
flows and/or 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 and/or demands;
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while maintaining or improving the existing level of service of the affected facility, as
approved by (as applicable), the regulatory agency, utility owner, andlor property owner
involved.
2. Street Layout/Secfivn:_ it is the understanding of the Public Works Department that
the developer intends to construct a variety of residential streets.
a Avenue -The Avenue will be classified as a TOD Standard Residential
Local Street per the TOD District & Corridor Design Standards. The TOD
Standard Residential Local Street consists of 60-feet of right-of-way, (2) 10-
foot travel lanes, (2) 8-foot parking lanes, (2) 6-foot punter strips, and (2) 5-
foot sidewalks.
^ Drive ~- The Drive will be classified as a TOD Minor Residential Local Street
per the TOD District & Corridor Design Standards. The TOD Minor
Residential Local Street consists of 52-feet of right of way, (2) 10-foot travel
lanes, (1) 8-foot parking Pane, (2) 6-foot planter strips, and (2) ~-foot
sidewalks. It is the understanding of the Public Works Department that
currently multiple property owners are involved in the area dedicated for the
"Drive" on the tentative map for Cedar Park Subdivision. The current
ownership issues must be resolved prior to final approval of the construction
drawings, allowing for complete construction of a Minor Residential Local
Street.
a Alleys- The remaining streets located inside Cedar Park Subdivision will be
constructed as Alleys. The required right-of-way for each alley will be 20-
feet. The amended TOD Design standards require 16-feet of travel lane,
and 4-feet of buffer area.
All road sections should be designed in accordance with City of Central Point Public
Works Department Standards & Specifications.
3. Rlpht-of Way Dedicatron: The City of Central Point Public 1Norks Department is
requiring an appropriate amount of right-of-way dedication along the proposed
developments Pacific Nighway 99 frontage. The right-of-way must be adequate to
provide for required acceleration & deceleration lanes, and all necessary
Improvements to Pacific Highway 99.
4, Pacific Highway improvements: The Developer of Cedar Park Subdivision will be
responsible for "half~street" improvements to Pacific Highway 99 where the proposed
development shares a boundary with the subject highway. The improvements include,
but are not limited to, street section, curbs, gutters, sidewalks, an irrigated landscape
buffer, bike lanes, street lighting, storm drainage, and traffic delineation (as
applicable). The developer will be responsible to construct their required
improvements to accommodate future improvements at the time of development,
compensate the City of Central Point for the cost of the required improvements, or
establish a bond for the estimated construction cost related to the required
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improvements. Currently the City of Central Point is negotiating jurisdic#ionai transfer
of Pacific Highway 99 from the Oregon Department of Transportation to the City of
Central Point. Assuming jurisdiction transfer occurs before the construction of the
Cedar Park Subdivision, ail improvements to Pacific Highway 99 will be required to
meet City of Central Point Public Works Standards & Specifications. However, if
construction advances prior to jurisdictional transfer, all improvements would be
subject to Oregon Department of Transportation guidelines for construction.
3. Public Utility Easements: The Tentative Plat for Pheasant Creek Estates clearly
identifies a 10-foot wide public utility easement bordering ail lots in the proposed
development. The Public Works Department Staff recommends coordination between
the Developer's engineer and surveyor to create the necessary easements for utility
provisions relative to future development,
4. Storm Drainage -nfrasfructure: Astorm drain connection for the proposed
development exists in close proximity to the northeast property corner. This
connection was stubbed-out for future development and is recommended by the
Public Works Department as the point of connection to the existing City of Central
Paint storm drain system. The developer's engineer shall create a facility plan for the
storm drain collection and conveyance system which provides for run-off from and nin-
on onto the proposed development, any fiuture development on adjacent properties,
and any areas deemed by the City that will need to tie-into the proposed
development's storm water collection and conveyance system. Acknowledging Cedar
Park Subdivisions storm drain system will be a public system, operated and
maintained by the City. Suitable easements for storm drainage infrastructure will need
to be dedicated to the City for alignment, construction, and maintenance of the
necessary storm drainage infrastructure. An appropriate system wilt need to be
designed for a minimum 'I0-year storm event, designed to the City of Central Point
Public Works Department's Standards & Specifications for construction.
5. Water System. The City of Central Point Public Works Department is recommending
two connections to the existing City of Central Point water distribution system. The
location of the two recommended connection points are as follows:
^ Connect to the existing 8-inch ductile iron waterline located near the
northeast property corner (stubbed out from 1Vliller Estates).
^ Connect to the existing 12-inch ductile iron waterline located in Pacific
Highway 99.
6. Rights of Ways/Easements: If applicable, the Developer steal! provide a Statement
of Water Rights (on a City approved form), for any affected properties. For properties
determined to have water rights, the developer will coordinate with the State Water
master the re-allocation of any waters attached to lands no !anger irrigable as a result
of the proposed development.
7. Developer Compensation: Two previous developments to the north of the proposed
location far Cedar Park Subdivision were required to upsize water, and storm drain
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infrastructure to provide adequate connections for future development. The City of
Central Point Public Works Department will negotiate compensation to the previous
developers far required infrastructure upsizing.
8. Sfreef Lighting: Ornamental street sighting inside of the TOD district will be owned
and maintained by the City of Central Point, Therefore, the design of the street
lighting plan will be subject to review by PP&L as well as the City of Central Paint
Electrical Inspector. After approval of the street lighting plan by the City of Central
Point, installation inspections will be required and should be coordinated with the City
of Gentra] Point Electrical Inspector.
General
'l . All construction of public improvements shall conform to the City's PWD Standards,
the conditions approved and stipulated by the Planning Commission, and other special
specifications, details, standards, andlor upgrades as 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 (and
Building Department, as applicable} for approval prior to implementation.
2. The Developer shall provide copies of any permits, variances, approvals and
conditions as may be required by other agencies, including, but not limited to, the
Oregon Department of Fish and Wildlife (DFW}, Oregon Department of Environmental
Quality (DEQ}, Oregon Division of State Lands (DSL}, U.S. Army Corps of Engineers
(ACOE}, affected irrigation districts, and ODOT.
3. Prior to approval and acceptance of the project, the Developer's engineer or surveyor
shall provide the Public Works Department with "as-built" drawings. If feasible, the
Developer's engineer or surveyor should provide the drawings in both a "hard copy"
farm (produced an Mylar®) and in a "digital" format compatible with AutaCAD®, or
other form as approved by the City PWD.
4. "As-built" drawings are to be provided to the City which provide "red-line" changes to
final approved construction plans that identify the locations and or elevations (as
appropriate} of actual installed items, including, but not limited to, invert, inlet, and rim
or lip elevations, spot elevations identified an drawings, road alignment, water lines,
valves, and fire hydrants, water and sewer lateral stationing, modifications to street
section, manhole and curb inlet locations, street light locations, other below grade
utility line locations and depths, etc. Provide a "red-line" hard copy (on Mylar°} or an
approved alternative format, of construction drawings, and if feasible, an acceptable
AutoCAD° compatible drawing electronic file to the City at completion of construction
and prior to acceptance of public infrastructure facilities completed as part of the
proposed development, or as otherwise approved by the City Administrator or his
designee.
5. All elevations used on the construction plans, on temporary benchmarks, and an the
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permanent benchmark shall be tied into an established City approved benchmark and
be so noted on the plans. At least one permanent benchmark shat! be provided for
the proposed development, the location of which shall be as jointly determined by the
City PWD and the Developer.
~. if applicable, all existing concrete, pipe, building materials, structures, clear and grub
materials, and other deleterious materials shall be removed from the site and either
recycled or properly disposed of in accordance with the requirements of the DEQ.
7. Easements for City infrastructure (i.e. sanitary sewer, water, and storm drain [if
applicable) should be a minimum of 15-feet wide, and should not split lot lines.
Easements for public storm drainage, sanitary sewer, and water lines should be
dedicated to the City and not just a P.U.E. Centerline of buried infrastructure shall be
aligned a minimum of five (5} feet from the edge of the easement. If two or more City
owned utilities are located within an easement, then a minimum 20-foot width should
be required. Easement dedications in final deeds or CC&Rs need a statement, which
should clearly indicate that easements must be maintained with suitable, all-weather,
drivable vehicular access to City public infrastructure facilities, as determined by the
City PWD.
8. Prior to the City PWD final approval of the construction plans far the proposed
improvements, the following should be submitted:
/ A copy of written approval from Fire District #3 of the final street and
driveway layout, site access, fire hydrant placement, and water system
improvement plans for the proposed development.
/ The plans relating to the sanitary sewers should be approved in writing
by ~CVSA, and the appropriate signature blocks should be completed
an the plans.
/ A copy of written approval from Jackson County Roads Department
regarding highwaylcounty road improvements (as applicable}.
9. Field verify all existing infrastructure elevations and locations (i.e. pipe inverts, curb
elevations, top of banks, ditchlchannel inverts, street elevations, etc.}, to which the
proposed development's infrastructure will connect into existing improvements, prior to
final construction plan design and submittal far final approval.
10. Overhead power lines. if applicable, coordinate efforts with Pacific Power and Light,
Qwest, and Charter Communications, to convert 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 development. 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.
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9'I. 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 and
as-built drawings.
'I2. The Developer's engineer or surveyor shall provide to the Public Works Department a
drawing of the recorded Final Pfat map reproduced on Mylar° and in an acceptable
electronic form in AutoCAD® format. The Final Plat shall be tied to a legal Government
corner and the State Plane Coordinate System. The Final Plat shall either reflect or
be later modified to reflect any applicable "red-line" changes noted in the construction
"as-builts", at the discretion of the City Administrator or his designee.
'13. If the proposed development places structures within the ~ OD~year floodzone, the
Developer's engineer will be required to explain and provide detail as to what affect
the placement of these structures will have on the floodzone; what affect it will have on
the floodplain elevation and floodzone boundary; and what affects the modification of
the floodplain elevation and floodzone boundary will have on the exiting and proposed
facilities, and properties surrounding the proposed development. As applicable, the
Developer's engineer shall determine the existing Base Flood Elevation contours and
illustrate the existing boundaries of the floodplain and floodway fora'! 00-year storm
event on the construction plans submitted for the proposed development.
StreetslTraffic
^ EXISTING INFRASTRUCTURE
^ Pacifiic Highway 99 (Oregon Department of Transportation Jurisdiction)
Construction drawings for this Tentative Plan shall include a Street Lighting
Plan/Driveway Lighting Plan in accordance with the requirements of the City PWD or
as otherwise approved by the City Administrator or his designee. The construction
drawings shall include clear vision areas designed to meet the City's PWD Standards.
2. The Developer's engineer shall, at the cast of the Developer, evaluate the strength of
the native soils and determine the driveway/street section designs to accommodate
the expected loads (including fire equipment) to be traveled on these driveways, if a
public street, then the City of Central Point Public Works Department Standards &
Specifications will stipulate the design of required street section.
Storm Drainage, Irrigation Improvements
^ EXISTING INFRASTRUCTURE
^ 30-inch Storm Drain (northeast property corner)
Developer`s engineer shall develop a facility plan for the storm drain collection,
retention, and conveyance system (SD System) which provides for storm water run-off
from and run-on onto the proposed development (either surface run-on or culvert ar
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creek ditch conveyance), any existing or future development on adjacent properties,
conveyed storm drainage, or surface water flow, and any areas deemed by the City
that will need to connect-into the proposed de~eiopment's SD System. The system
should be designed to adequately drain a 1t}-year storm event without surcharging or
should provide adequate storage to prevent surcharging
2. Roof drains and under drains shat! not be directly connected to public starrn drain
lines, and shall drain to the street.
3. Any discharge points of the storm water facilities shall be designed to provide an
aesthetically pleasing, useful, and law maintenance facility, that are designed to
mitigate erosion, damage, or lass during a '! QO-year storm event; and that mitigate the
"attractive nuisance" hazards associated with these types of facilities.
4. Prior to City PWD construction plan review, the Developer shat( provide the City PWD
with a complete set of hydrologic and hydraulic calculations and profile plots for sizing
the SD system, which shall incorporate the use of the City PWD's rainfall/intensity
curve, and City approved run-off coefficients, curve numbers, retardance, pipe
roughness coefficients, etc.= that are used in the engineering calculations. The
developer's engineer shall further provide hydrology and hydraulic calculations and
flow line plots far public storm drains. Plot HGL on a profile or provide a separate
profile drawing that indicates the HGL on the profile. Pipes should maintain cleaning
velocity (minimum 2.0 feet per second) and have adequate capacities without
surcharging during the design storm.
5. Storm drainpipe materials shall be PVC, HDPE, or reinforced concrete, with watertight
joints. Provide concrete orsand-cement slurry encasement where required in areas of
minimum cover.
6. Sheet flow surface drainage from the property onto the public rights-of-way or onto
neighboring properties is unacceptable.
Sanitary Sewer
All sanitary sewer collection and conveyance system (SS System) design,
construction and testing shall conform to the standards and guidelines of the Oregon
DEQ, ~ 990 APWA Standards Oregon Chapter, Bear Creek Valley Sanitary Authority
(BCVSA), and the City PWD Standards, where applicable.
2. The construction plans and the "as-built" drawings shall identify lateral stationing for
construction of sewer laterals.
3. The City upon completion of initial construction plan review and preliminary approval,
will forward the plans to BCVSA for completion of the review process. Upon
completion of the review by BCVSA, completion of final revisions to the plans by the
Developer's engineer, and following the final approval and signature on the
construction plans by BCVSA, the Public Works Director will approve the plans in final
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form.
4. All testing and video inspection of lines and manholes shall be done in accordance
with BCVSA requirements, at Developer's expense. The Developer shall provide
BCVSA and the City with test reports, TV reports and certification of the sewer system
construction prior to final acceptance.
Water System
~ EXISTING INFRASTRUCTURE
• 8-inch Waterline (northeast property corner)
12--inch Waterline (Pacific Highway 99)
Developer shalt comply with Oregon Health Division (OHD) and City requirements #or
backflow prevention.
2. The Developer's engineer shall consult Fire District #3, and comply with any and all
suggestions regarding fire protection.
3. Each building shall be served by a separate water meter.
4. Construction drawings shall include the size, type, and location of all water mains,
hydrants, air valves, service connections, and other appurtenance details in
accordance with City PWD Standards and as required by the City PWD.
5. Water system shall be tested in accordance with Gity PWD Standards and
requirements at Developer's expense and must be approved by the City.
6. Specifications for the design and construction of the water system shall be in
accordance with City PWD standards.
Site work, Grading, and Utility Plans
1. Grading plans should 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 labeled with elevations.
2. All strut#ures shalt have roof drains, area drains, and/or crawl spaces with positive
drainage away from the building or structure.
3. Provide City with a utility plan approved by each utility company, which reflects all
utility line locations, crossings, transformer locations, valves, etc.
4. Utility locations must be accurately included on the as~built drawings, or as a separate
set of drawings attached to the as-built drawings.