CUP2003-00011 I 20 DAYS = 2/I 8/2004 CITY OF TIGARD
DATE OF FILING: I/20/2004 �'ommunity�DeveCopment
• ShapingA�detterCommunity
CITY OF TIGARD
�Nashington County, Oregon
NOTICE OF FINAL ORDER BY THE HEARINGS OFFICER
Case Numbers: CONDITIONAL USE PERMIT CUP 2003-00011
ADJUSTMENT VAR 2003-00100
Case Name: TEMPLETON ELEMENTARY SCHOOL ADDITION
Name of Owner: Ti ard-Tualatin School District No. 23J
Name of Applicant: Ed Mur h &Associates
Address of Applicant: 9875 SW Murdock Street Ti ard Ore on 97224
Address of Property: 9500 SW Murdock Street Ti ard Ore on 97224
Tax Ma /Lot Nos.: Washin ton Co. Tax Assessor's Ma No. 2S111AC, Tax Lot 2901.
A FINAL ORDER INCORPORATING THE FACTS, FINDINGS AND CONCLUSIONS APPROVING A REQUEST FOR A CONDITIONAL USE AND AN ADJUSTMENT.. TNE
fITY OF TIGARD HEARINGS OFFICER HAS REYIEWED THE APPLIfANTS PIANS, NARRATIVE, MATERIALS, fOMMENTS OF REVIEWING AGENCIES, THE PLANNING
DIVISION'S STAFF REPORT AND RECOMMENDATIONS FOR THE APPII(ATION DESfRIBED IN FORTHER DETAII IN THE STAFF REPORT. THE HEARINGS OFFICER
HE�D A PUBLIC NEARING ON �ANUARY 12, 2004 TO RE�EIVE TESTIMONY REGARDING THIS APPLIfATION. THIS DEfISION HAS BEEN BASED ON THE
FACiS, FINDINGS AND CON[LUSIONS C4NTAINED WITHIN THIS FINAL ORDER.
Request: ➢ The applicant is requesting Conditional Use approval to add an 8,300 square foot addition to the
existing 51,030 square foot school, to modify the parking areas, and to add a fire access lane
along the north property line. The applicant is also seeking an Adjustment to reduce the required
number of bicycle stalls on site. At the close of the record, the Hearings Officer conditionally
app�oved all applications subject to the conditions of approval within this final order.
Zone: R-4.5: Low-Density Residential District. Applicable Review Criteria: Community
Development Code Chapters 18.330, 18.360, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745,
18.755, 18,765, 18.790, 18.795 and 18.810.
Action: ➢ ❑ Approval as Requested � Approval with Conditions O Denial
Notice: Notice was published in the newspaper and mailed to:
� Owners of Record Within the Required Distance � Affected Government Agencies
� Area Citizen Involvement Team O The Applicants and Owners
The adopted findings of fact and decision can be obtained from the Planning Division/Community
Development Depa�tment at the City of Tigard City Hall.
Final Decision:
THIS DECISION IS FINAL ON JANUARY 22, 2004 AND BECOMES
EFFECTIVE ON FEBRUARY 6, 2004 UNLESS AN APPEAL IS FILED.
Appeal:
The decision of the Review Authority is final for purposes of appeal on the date that it is mailed. Any party with
standing as provided in Section 18.390.040.G.1. may appeal this decision in accordance with Section
18.390.040.G.2. of the Tigard Community Development Code which provides that a written appeal together with
the required fee shall be filed with the Director within ten (10) business days of the date the notice of the
decision was mailed. The appeal fee schedule and forms are available from the Planning Division of Tigard
City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223.
THE DEADLINE FOR FILING AN APPEAL IS 5:00 PM ON FEBRUARY 5, 2004.
Questions: If you have any questions, please call the City of Tigard Planning Division at(503) 639-4171.
BEFORE THE LAND USE HEARINGS OFFICER
FOR THE CITY OF TIGARD, OREGON
Regarding an application by the Tigard-Tualatin School ) F I N A L O R D E R
District for a conditional use permit to add a 8300-square ) CUP 2003-00011 and
foot addition to the Templeton Elementary School at ) VAR 2003-00100
9500 SW Murdock Street in the City of Tigard, Oregon ) (Templeton Elementary)
A. FINDINGS AND CONCLUSIONS
1. Tigard-Tualatin School District (the "applicant") requests approval of a
conditional use permit to add 8300 square feet to the existing 51,030-square foot
Templeton Elementary School at 9500 SW Murdock Street; also known as tax lot 2901,
WCTM 2S111AC (the "site"). The addition will contain educational, administrative and
related specialty spaces. The applicant also proposes such exterior improvements as
additional parking, a fire access route and landscaping. The applicant also requests
approval of an adjustment to reduce the number of required bicycle parking spaces from
156 to 36. The site contains 12.6 acres, and it is zoned R4.5 (Low-Density Residential).
It adjoins Twality Middle School to the north, single family homes to the east and west
and an undeveloped parcel to the south. The Staff Report to the Hearings Officer dated
January 5, 2004 (the "Staff Report") contains a history of City review and development
on the site, which the hearings officer incorporates as his own.
2. Tigard Hearings Officer Larry Epstein(the "hearings officer") held a duly
noticed public hearing on January 12, 2004 to receive and consider public testimony in
this matter. The record includes a witness list, materials in the casefile as of the close of
the hearing, and an audio record of the hearing. At the beginning of the hearing, the
hearings officer made the declaration required by ORS 197.763. The hearings officer
disclaimed any ex parte contacts, bias or conflicts of interest. The following is a
summary by the hearings officer of selected relevant testimony offered at the hearing.
a. City planner Brad Kilby summarized the proposed development, the
applicable approval standards, the Staff Reporl and recommended conditions of approval.
b. Nicholas Harris of Cornerstone Construction testified for the applicant.
He asked City staff to clarify a recommendation about the appropriate tree species to
plant on the site. He accepted the findings and conditions of approval in the Staff Report
without objections. He also waived the applicant's right to submit a closing written
argument after the public hearing.
c. At the end of the hearing, the hearings officer closed the public record
and announced his intention to approve the application subject to recommended
conditions.
3. City staff recommended that the hearings officer approve the application based
on findings and conclusions and subject to conditions of approval recommended in the
Staff Report. The applicant accepted those conditions. No one disputed the findings in
the Staff Report. The hearings officer agrees with those findings, conclusions and
conditions, and adopts the affirmative findings in the Staff Report as support for this
Final Order.
4. Based on the findings and discussion provided or incorporated in this final
order, the hearings officer concludes that the applicant sustained the burden of proof that
the proposed conditional use permit and variance do or will comply with the applicable
criteria of the Community Development Code,provided development that occurs after
this decision complies with applicable local, state, and federal laws and with conditions
of approval warranted to ensure such compliance occurs in fact. Therefore those
applications should be approved subject to such conditions.
B. ORDER
In recognition of the findings and conclusions contained herein, and incorporating
the Staff Report and public testimony and exhibits received in this matter, the hearings
officer hereby approves CUP 2003-00011 and VAR 2003-00100 (Templeton
Elementary), subject to the conditions of approval in the Staff Report.
DATED this 20th day of January, 2004.
Larry Epstein, Esq., AICP
City of Tigard Land Use Hearings Officer
CUP 2003-0001!and VAR 2003-00I00 fiearings OfJicer Final Order
(Templelon Elemenlary School) Page 1
Agenda Item: 2.1
Hearing Date: Janua 12 2003 Time: 7:00 PM
STAFF REPORT TO THE
HEARINGS OFFICER CITYOFTIGARD
Contmurtity�evelcrpment
FOR THE CITY OF TIGARD, OREGON .s��pt.������=��r�o1r=,nunjty
120 DAYS = 3/09/2004
SECTION I. APPLICATION SUMMARY
FILE NAME: TEMPLETON ELEMENTARY SCHOOL
CASE NOS: Conditional Use Permit (CUP) CUP2003-00011
Adjustment (VAR) VAR2003-00100
OWNER/ Tigard-Tualatin School
APPLICANT: District 23J
Attn: Stephen Poage
6960 SW Sandburg Street
Tigard, OR 97223
PROPOSAL: The applicant is seeking conditional use approval to add an 8,300 square
foot addition to the existing school, to modify the parking areas, and to
add a fire access lane along the north proper�y line. The applicant is also
seeking an ad�ustment to reduce the required number of bicycle stalls on
site. Tf�e existing school is 51,030 square feet in size.
LOCATION: The project is located at 9500 SW Murdock Street, and is described as:
W CTM 2S 111 AC, Tax Lot 02901.
COMPREHENSIVE
PLAN AND
ZONING
DESIGNATION: R- 4.5, Low-Density Residential zoning district.
APPLICABLE
REVIEW
CRITERIA: Community DeveloPment Code Chapters: 18.330, 18.360, 18.370,
18.390, 18.510, 18.705, 18.725, 18.745, 18.755, 18.765, 18.790, 18.795,
and 18.810.
SECTION II. STAFF RECOMMENDATION
Staff recommends that the Hearings Officer find that the proposed Conditional Use Permit
and the requested bicycle parking adl'ustment will not adversely affect the health, safety and
welfare of the City and meets the Approval Standards of the Tigard Development Code.
Therefore, Staff recommends APPROVAL, subject to the following recommended Conditions
of Approval.
TEMPLETON ELEMENTARY PAGE 1 OF 22
1/1?J04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
CONDITIONS OF APPROVAL
THE FOLLOWING CONDITIONS SHALL BE SATISFIED
PRIOR TO COMMENCING ANY ON-SITE IMPR�VEMENTS INCLUDING GRADING,
EXCAVATIDN, FILL, TREE REMOVAL, AND/OR DEMOLITION ACTIVITIES :
u mit to t e anning epartment ra i y, 6 7 , ext. or review an
approval:
1. Prior to issuance of building permits for the site, the applicant shall submit a lighting
plan for the entire project site for approval.
2. Prior to placement of any si�ns on site, the applicant shall appIy for a sign permit and
supply staff with the appropriate plans to verify compliance with TDC Chapter 18.780.
3. The applicant shall provide the City Arborist with a construction sequence including
installation and removal of tree protection devices, clearing, grading, and paving.
4. The applicant shall notify the City Arborist when tree protection measures are in place
so that he may verify that the measures will function properly prior to construction.
Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review
and approval:
5. Prior to issuance of a site permit, a Public Facility Improvement (PFI) permit is
required for this pro ect to cover the driveway apron and any other work in the public
right-of-way. Six (6j sets of detailed public improvement plans shall be submitted for
review to the Engineering Department. NOTE: these plans are in addition to any
drawings required by the Building Division and should only include sheets relevant to
public improvements. Public Facility Improvement (PFI) permit plans shall conform to
City of Ti�ard Public Improvement Design Standards, which are available at City Hall
and the City's web page (www.ci.tigard.or.us).
6. The PFI permit plan submittal shall include the exact legal name, address and
telephone number of the individual or corporate entity who will be designated as the
"Permittee", and who will provide the financial assurance for the public improvements.
For example, specify if the entity is a corporation, limited partnership, LLC, etc. Also
specify the state witF�in which the entity is incorporated and provide the name of the
corporate contact person. Failure to provide accurate information to the Engineering
Department will delay processing of project documents.
7. The applicant shall provide an on-site water quality facility as required by Clean Water
Services Design and Construction Standards (adopted by Resolution and Order No.
00-7). Final plans and calculations shall be submitted to the Engineering Department
(Kim McMillan) for review and approval prior to issuance of the site permit. In
addition, a proposed maintenance plan shall be submitted along with the plans and
calculations for review and approval.
THE FOLLOWING CONDITIONS SHALL BE SATISFIED
PRIOR TO A FINAL BUILDING INSPECTION:
u mit to t e ngineering epartment im c i an, , ext. 2 or review
and approval:
8. Prior to a final building inspection, the applicant shall complete the required public
improvements, obtain conditional acceptance from the City, and provide a one-year
maintenance assurance for said improvements.
9. Prior to final building inspection, the applicant shall provide the City with as-built
drawings of the public improvements as follows: 1) 3 mil mylar, 2) a diskette of the as-
builts in "DWG" format, if available; otherwise "DXF" will be acceptable, and 3) the as-
built drawings shall be tied to the City's GPS network. The applicanYs engineer shall
provide the City with an electronic file with points for each structure (manholes, catch
basins, water valves, hydrants and other water system features} in the development,
TEMPLETON ELEMENTARY PAGE 2 OF 22
1/12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
and their respective X and Y State Plane Coordinates, referenced to NAD 83 (91).
10.To ensure compliance with Clean Water Services design and construction standards,
the applicant shall employ the design engineer responsible for the design and
specifications of the private water quality facility to perform construction and visual
observation of the water quality facility for compliance with the design and
specifications. These inspections shall be made at significant stages, and at
completion of the construction. Prior to final building inspection, the design engineer
shalf provide the City of Tigard (Inspection Supervisor) with written confirmation that
the water quality facility is in compliance with the design and specifications. Staff
Contact: Hap Watkins, Building Division.
11.Prior to a final building inspection, the applicant shall demonstrate that they have
entered into a maintenance agreement with Stormwater Management, or another
company that demonstrates they can meet the maintenance requirements of the
manufacturer, for the proposed onsite storm water treatment facility.
FAILURE TO SATISFY THE CONDITIONS OF APPROVAL WITHIN 18 MONTHS
OF THE EFFECTIVE DATE OF THE HEARINGS OFFICER'S DECISION
SHALL RENDER THE HEARINGS OFFICER'S DECISION VOID.
SECTION III. BACKGROUND INFORMATION
Site Historv:
According to the applicant, the site was developed in the early 1960's. According to City
records, the site was annexed into the City in 1967. There was a conditional use permit
issued for the site in 1977 (CU32-77) for a gymnasium, and a subsequent site development
review for that project (SDR6-78). In 1991, a modification to the conditional use was issued
to allow a modular classroom to be placed on site (CUP91-00006).
Vicinity Information:
The site is zoned R-4.5 and surrounded on three sides by single-family homes, and Twality
Middle School on the fourth side. The underdeveloped property to the south of the site is
currently under review for a residential subdivision.
Site Information and Proposal Description:
The site is 12.6 acres in size and currently occupied by the existing elementary school. The
site is located on gentle slopes ranging from 0 to 5%. The proposal is for an 8,300 square
foot addition to the existing elementary school with associated parking and infrastructure.
The applicant is also requesting approval of an adjustment to vary the bicycle parking
requirements of the development code. These requests are discussed in more detail in the
following discussion.
SECTION IV. DECISION MAKING PROCEDURES, PERMITS AND USE
Use Classification: Section 18.130.020
Lists the Use Categories.
The applicant is proposing to construct an 8,300 square foot addition to an existing 51,030
square foot elementary school, create some additional parking, and install a storm facility to
treat the additional impervious surFace. Schools are permitted conditionally within the R-4.5
zoning district.
Summa Land Use Permits: Chapter 18.310
Defines e decision-making type to which the land-use application is assigned.
The proposed use is a Conditional Use permit which is a Type III-HO decision. Staff reviews
adjustments under a Type II process. However, when multiple applications are being
TEMPLETON ELEMENTARY PAGE 3 OF 22
1l12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
reviewed for the same property, the highest authority will oversee all review. In this case, the
review is handled by a Type III-HO process and heard by the Tigard Hearings Officer.
SECTION V. SUMMARY OF APPLICABLE CRITERIA
A summary of the applicable criteria in this case in the Chapter order in which they are
addressed in this report are as follows:
A. 18.330 Specific Conditional Use Criteria
General Approval Criteria)
Additional Conditions of A proval)
B. licable Develo mentpCode Standards
1 .360 Site Development Review)
18.370 Variances/Adjustments)
18.510 Residential Zoning Distncts)
18.705 Access, Egress & Circulation)
18.725 Environmental PerFormance Standards)
18.745 Landscaping and Screening)
18.755 Mixed Solid Waste and Recyclable Storage)
18.765 Off-Street Parking and Loading Requirements)
18.780 Signs)
18.790 Tree Removal)
18.795 Visual Clearance)
C. Street and Utility Improvement Standards (18.810�
D. Impact Study (18.390�
SECTION VI. APPLICABLE REVIEW CRITERIA AND FINDINGS
A. SPECIFIC CONDITIONAL USE APPROVAL CRITERIA
Section 18.330.010.A states that the purpose of this chapter is to provide standards
and procedures under which a conditional use may be permitted, enlarged or altered if
the site is appropriate and if other appropriate conditions of approval can be met.
There are certain uses which due to the nature of the impacts on surrounding land
uses and public facilities require a case-by-case review and analysis.
Section 18.330.020.A states that a request for approval for a new conditional use shall
be processed as a Type III-HO procedure, as regulated by Chapter 18.390.050, using
approval criteria contained in Section 18.330.030A and subject to other requirements
in Chapter 18.330.
GENERAL APPROVAL CRITERIA FOR A CONDITIONAL USE: SECTION 18.330.030
The site size and dimensions provide adequate area or the needs of the proposed use;
The existing site size is 12.6 acres or 548,856 square feet in size. The proposal requests
approval for a total 59,330 square foot elementary school and associated infrastructure. A
large portion of the site will be used for play fields. This report evaluates the proposal and
necessary setbacks, landscaping, etc., and as demonstrated in the application and this report,
the site size is adequate for the needs of the proposed use.
The characteristics of the site are suitable for the proposed use considering size, shape,
location, topography, and natural features;
The site is currently developed with an existing elementary school: The site is large enough to
accommodate the use. There are no specific limitations to the site with regard to the shape,
location, topography or natural features that would hinder the development of the site with the
proposed use. This criterion is satisfied.
All required public facilities have adequate capacity to serve the proposal; and
All public facilities including streets, storm and sanitary sewers, and water have adequate
TEMPLETON ELEMENTARY PAGE 4 OF 22
1/12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
capacity to serve the site as discussed in detail elsewhere in this report.
The applicable requirements of the zoning district are met except as modified by this
chapter.
The proposed site is located within the R-4.5 zoning district. As indicated earlier, schools are
permitted conditionally. As conditioned later in this report, the project can meet the
applicable requirements of the zoning district. The conditional use requirements are more
restnctive than the underlying zoning requirements with regard to site size and setback
requirements. The applicant has met or exceeded the requirements for the proposed project.
The suQplementary requirements set forth in other chapters of this Code including but
not limited to Chapter 18.780, Signs, and Chapter 18.360, Site Development Review, if
applicable, are met or can be conditioned to be satisfied.
The applicable review criteria in this case include the following chapters of the Community
Development Code: 18.330, Conditional Use; 18.360, Site Development Review; 18.370,
Variances and Adjustments; 18.390 Decision Making Procedures; 18.510, Residential Zoning
Districts, 18.705, Access, Egress and Circulation; 18.725, Environmental Performance
Standards; 18.745, Landscaping and Screening, 18.755, Mixed Solid Waste and Recyclables
Storage; 18.765, Off-Street Parking; 18.780, Signs; 18.790, Tree Removal; 18.795, Visual
Clearance Areas; and 18.810, Street and Utility lmprovement Standards. The development
standards and requirements of these chapters are addressed further in this report.
The proposal contains no elements related to the provisions of the following chapters: 18.350,
Planned Development; 18.380, Zoning Map/Text Amendments; 18.410, Lof Line Adjustments;
18.420, Land Pa�titions; 18.430, Subdivisions; 18.520, Commercial Zoning Districts; 18.530,
Industrial Zoning Districts; 18.620, Tigard Triangle Design Standards; 18.630 Washington
Square Regional Center Design Standards, 18.640 Durham Quarry Design Standards; 18.710,
Accessory Residential Units; 18.715, Density Computations; 18.720, Design Compatibility
Standards; 18.730, Exceptions to Development Standards; 18.740, Historic Overlay; 18.742,
Home Occupations; 18.750, Manufactured/Mobile Home Regulations; 18.760, Nonconforming
Situations; 18.775, Sensitive Lands; 18.785, Temporary Uses; and 18.798, Wireless
Communications Facilities. These chapters are, therefore, found to be inapplicable as approval
standards.
The use will comply with the applicable policies of the Comprehensive Plan.
The Comprehensive Plan is implemented by the Community Development Code. Compliance
with Comprehensive Plan policies are, therefore, assured by satisfaction of the applicable
development standards of the development code as addressed within this repo�t.
FINDING: Based on the analysis above, the General Approval Criteria for a Conditional Use
are satisfied.
TEMPLETON ELEMENTARY PAGE 5 OF 22
1/12/O�l PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
ADDITIONAL CONDITIONS OF APPROVAL FOR CONDITIONAL USE.
Section 18.330.030.B states that the Hearings Authority may impose conditions on the
approval of a conditional use, which are found necessary to ensure the use is
compatible with other uses in the vicinity, and that the impact of the proposed use on
the surrounding uses and public facilities is minimized. These conditions may
include, but are not limited to the following:
Limiting the hours, days, place and/or manner of operation;
The applicant has not indicated hours, days, or manner of operation, however, it can be
expected that the school would operate during the same hours that it currently operates.
There is no evidence in the record to suggest that there is a need to limit the hours, days,
place and or manner of operation for the elementary school. This criterion is satisfied.
Requiring design features which minimize environmental impacts such as noise,
vibration, air pollution, glare, odor and/or dust;
The proposal would not likely generate any vibration, air pollution, odor, �lare, noise, or dust
that would be considered out of character for the use. This criterion is satisfied.
FINDING: The proposed site is ad1'acent on three sides to noise sensitive units as defined
in the Tigard Municipal Code (TMC) Chapter 7.40.
Requiring additional setback areas, lot area, and/or lot depth or width;
The lot is large enough to accommodate the proposed addition that is to be constructed. The
proposed use will exceed the setbacks of the underlying zone as required by this chapter.
Dimensional criterion is discussed in more detail further in this discussion. This criterion is
satisfied.
Limiting the building height, size or lot coverage, and/or location on the site;
There are no lot coverage requirements in the R-4.5 zoning classification. The applicant has
indicated on the plans and in the narrative that the proposed addition will not exceed the
maximum building height of thirty feet in the R4.5 zone. There is no evidence in the record to
suggest a need to further limit fhe building height, size, lot coverage, or location on the site
beyond what is required by the development code. This standard is satisfied.
Designating the size, number, location and/or design of vehicle access points;
The applicant is not proposing to alter the access to the site, and access is discussed in
more detail later in this report. The criterion can be satisfied.
Requiring street right-of-way to be dedicated and street(s) to be improved;
With limited frontage onto SW Murdock Street, and existing development patterns, there is
no immediate need for additional ri�ht-of-way to be dedicated or additional street
improvements at this time. This criterion is satisfied.
Requiring landscaping, screening, drainage and/or surfacing of parking and loading
areas;
These items are addressed later in this report. As conditioned, the proposal will meet the
prescribed requirements of the TDC.
Limiting the number, size, location, height and/or lighting of signs;
Compliance with the sign requirements for the underlyin� zone will be considered once a
design is reviewed. The applicant will be required to indicate the location and type of sign
proposed for this site prior to building permit issuance.
TEMPLETON ELEMENTARY PAGE 6 OF 22
1/12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
Limiting or setting standards for the location and/or intensity of outdoor lighting;
The applicant has indicated in the narrative that the lighting will be managed to minimize
impacts to the surrounding neighbors, and stated that the new parking lot lighting would be
directed downward and controlled by photocell. However, the applicant did not provide a
lighting plan as required. Staff cannot ensure that the lighting standards are satisfied. This
criterion is not satisfied.
FINDING: Staff cannot assure that lighting from the site will not produce glare onto
neighboring properties or create a safe ni�httime environment based on the
applicant's description of lighting for the facility.
CONDITION:Prior to issuance of building permits for the site, the applicant shall submit a
lighting plan for the entire pro�ect site for approval.
Rec�uiring berms, screening or landscaping and the establishment of standards for
their installation and maintenance;
As discussed further in this report, the applicant has proposed some new landscaping to
screen the parking areas and new portion of the building from surrounding properties, but is
depending largely on existing landscaping for this purpose. This criterion is discussed in
more detail later in this report.
Requiring and designating the size, height, location and/or materials for fences;
The applicant is not proposing any new fencing for the site, and there is no evidence in the
record to suggest that fencing should be required for this use. This criterion can be satisfied.
Requiring the protection and preservation of existing trees, soils, vegetation,
watercourses, habitat areas and/or drainage areas;
Some of the trees on site are scheduled for removal to accommodate construction. The
applicant has provided a tree plan that will be discussed later in this report. As demonstrated
later in this report, the applicant meets, or can be conditioned to meet this criterion.
Requiring the dedication of sufficient open land area for a greenway adjoining and
within the floodplain when land form alterations and development are allowed within
the 100-year floodplain; and
The property is not adjacent to the floodplain. This criterion is not applicable.
Requiring the construction of a pedestrian/bicycle pathway within the floodplain in
accordance with the adopted pedestrian/bicycle pathway plan.
The property is not adjacent to the 100-year floodplain. This criterion is not applicable.
ADDITIONAL DEVELOPMENT STANDARDS FOR CONDITIONAL USE TYPES:
SECTION 18.330.050
The additional development standards are specific criteria that must be considered at
the time of application for a conditional use.
The criteria states that there shall be no minimum lot size requirements for schools
other than what is required for the applicable zoning district;
That the setbacks shall be as follows:
Front Yard setback-20 feet
Corner and through lot setback- 20 feet on any side facing a street
Side yard setback-20 feet
Rear yard setback- 30 feet
TEMPLETON ELEMENTARY PAGE 7 OF 22
1/12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
The minimum lot size for the R-4.5 zoning district is 7,500 square feet. This site is 12.6
acres. This criterion is satisfied. With regard to the setbacks, the site is an interior lot. Staff
considers the frontage along SW Murdock Street as the front yard which would be required
to meet a minimum 20-foot setback. The closest structure to the front lot line is 30 feet. The
rear yard setback is required to be 30 feet. The actual distance is closer to 225 feet. The
southern property line is a side yard setback. The minimum setback is 20 feet. The closest
structure to the southern property line is 220 feet. The narthern property line is the other side
yard. The closest structure to the northern property is 25 feet exceeding the required side
yard setback by 5 feet. This criterion is satisfied
B. APPLICABLE DEVELOPMENT CODE STANDARDS
SITE DEVELOPMENT REVIEW (18.360�
The Site Development Review approval standards require that a development proposal
be found to be consistent with the various standards of the Community Development
Code. The proposal's consistency with these Code Chapters is reviewed in the
following sections.
VARIANCES AND ADJUSTMENTS (18.370)
The applicant has requested an adjustm�o the bicycle parking standards which has been
addressed in the following discussion.
The Director may approve a reduction of required bicycle parking per Section
18.765.050.E by means of Type II Procedure, as governed by Section 18.390.040, if the
applicant can demonstrate that the proposed use bY its nature would be reasonably
anticipated to generate a lesser need for bicycle parking.
The applicant has requested an adjustment to the bic cle parking standards that would be
imposed on the school as dictated by Table 18.765.2 (�linimum Parking Standards). Under
the current requirements, the school would be required to provide 6 spaces for every
classroom because it is an elementary school. Considering that there are 26 classrooms
proposed, the facility would be required to provide 156 spaces.
The applicant is proposing to provide 36 spaces on site. The primary argument the applicant
makes against providing fhe required spaces is that currently there are 36 available spaces
and the demand never exceeds 6-10 spaces on a good day. This information is based on
information provided in a letter by the school pnncipal, and suppo�ted by his staff. Based on
the information provided, staff would support the adjustment.
RESIDENTIAL ZONING DISTRICTS (18.510�
The R-4.5 zoning district is designed to accommodate detached single-famil� housing
at a minimum lot size of 7,500 square feet. A wide range of civic and institutional uses
are also permitted conditionally.
Section 18.510.050 states that Development standards in Residential zoning districts are
contained in Table 18.510.2, however, because the proposed use requires conditional use
approval, the stricter standards of the conditional use section apply. The only standards that
are not specifically regulated by the Conditional Use chapter are lot coverage and building
height. There is no maximum lot coverage within the R-4.5 zoning district, and the maximum
height requirement is 30 feet. The remaining standards are exceeded by the conditional use
requirements.
Based on the analysis above, the underlying zone's development standards are met or
exceeded. This criterion is satisfied.
ACCESS, EGRESS AND CIRCULATION (18.705�
No building or other permit shall be issued until scaled plans are presented and
approved as provided by this chapter that show how access, egress and circulation
requirements are to be fulfilled. The applicant shall submit a site plan.
Because the parking requirement is less than 100 spaces, the TDC requires a minimum of
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one 30-foot access with 24 feet of pavement. The access off of SW Murdock is pre-existing,
and according to the plans provided is 31 feet wide. This criterion is satisfied.
All vehicular access and egress as required in Sections 18.705.030H and 18.705.0301
shall connect directly with a public or private street approved by the City for public
use and shall be maintained at the required standards on a continuous basis.
The site has frontage on SW Murdock Street. SW Murdock is a public street and the
proposed access connects directly to the site. This criterion is satisfied.
Required Walkway Location
On-site pedestrian walkways shall comply with the following standards:
Walkways shall extend from the ground floor entrances or from the ground floor
landing of stairs, ramps, or elevators of all commercial, institutional, and industrial
uses, fo the streets which provide the required access and egress. Walkways shall
provide convenient connect�ons between buildin�s in multi-building commercial,
institutional, and industrial com�lexes. Unless impractical, walkways shall be
constructed between new and exist�ng developments and neighboring developments;
The site already has a pre-existing walkway that extends from the site to SW Murdock Street.
This criterion is satisfied.
Within all attached housing (except two-family dwellings and multi-family
developments, each residential dwelling shall be connected �r walkway to the
vehicular parking area, and common open space and recreation facilities;
This criterion is not applicable to this proposal.
Wherever required walkways cross vehicle access drivewa s or parking lots, such
crossings shall be designed and located for pedestrian sa�ety. Rec�uired walkways
shall be physically separated from motor vehicle traffic and parking by either a
minimum 6-inch vertical separation (curbed) or a minimum 3-foot horizontal
separation, except that pedestrian crossings of traffic aisles are permitted for
distances no greater than 36 feet if appropriate landscaping, pavement markings, or
contrasting pavement materials are used. Walkways shall be a minimum of four feet in
width, excfusive of vehicle overhangs and obstructions such as mailboxes, benches,
bicycle racks, and sign posts, and shall be in compliance with ADA standards;
The applicant's plans show there are no required walkways crossing the vehicular access or
parking area. All pre-existing and proposed sidewalks are concrete. The sidewalks meet or
exceed the minimum width of four feet. This criterion is satisfied.
Required walkways shall be paved with hard surfaced materials such as concrete,
asphalt, stone, brick, etc. Walkways may be required to be lighted and/or signed as
needed for safety purposes. Soft-surfaced public use pathways may be provided only
if such pathways are provided in addition to required pathways.
The applicant is proposin� to construct all sidewalks with concrete materials, and lighting was
discussed previously in this report. This criterion is satisfied.
Access Management (Section 18.705.030.H):
Section 18.705.030.H.1 states that an access report shall be submitted with all new
development proposals which verifies design of driveways and streets are safe by
meeting adeguate stacking needs, sight distance and deceleration standards as set by
ODOT, Washington County, the City and AASHTO.
A new driveway, meeting current City standards, is proposed. Sight distance is not at issue
because the access is at the end of a dead-end street with no cross traffic.
Section 18.705.030.H.3 and 4 states that the minimum spacing of driveways and
streets along a collector shall be 200 feet. The minimum spacing of driveways and
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streets along an arterial shall be 600 feet. The minimum spacing of local streets along
a local street shall be 125 feet.
Does not apply to current street configuration.
ENVIRONMENTAL PERFORMANCE STANDARDS —CHAPTER 18.725:
Requires that ederal and state environmental laws, rules and regulations be applied to
development within the City of Tigard. Section 18.725.030 Performance Standards
regulates: Noise, visible emiss�ons, vibration and odors.
Noise. For the purposes of noise regulation, the provisions of Sections 7.41.130
through 7.40.210 of the Tigard Municipal Code shall apply.
Visible Emissions. Within the Commercial zoning districts and the Industrial Park (I-P)
zoning district, there shall be no use, operation or activity which results in a stack or
other point- source emission, other than an emission from space heating, or the
emission of pure uncombined water (steam� which is visible from a property line.
Department of Environmental Quality (DEQ) rules for visible emissions (340-21-015 and
340-28-070) apply.
Vibration. No vibration other than that caused by highway vehicles, trains and aircraft is
permitted in any given zoning district, which is discernible without instruments at the
property line of the use concerned.
Odors. The emissions of odorous gases or other matter in such quantities as to be
readily detectable at any point beyond the property line of the use creating the odors is
prohibited. DEQ rules for odors (340-028-090) apply.
Glare and heat. No direct or sky reflected glare, whether from floodlights or from high
tem perature processes such as combustion or weldin�, which is visible at the lot line
shall be permitted, and; 1) there shall be no emission or transmission of heat or
heated air which is discernible at the lot line of the source; and 2) these regulations
shall not apply to si�ns or floodli�hts in parking areas or construction equipment at
the time of construction or excavation work otherwise permitted by this title.
Insects and rodents. All materials including wastes shall be stored and all grounds
shall be maintained in a manner which will not attract or aid the propagation of insects
or rodents or create a health hazard.
There is no evidence in the record that would suggest that any problems associated with noise,
emissions, vibrations, odors, glare and heat, or insects and rodents would result from this
specific development.
FINDING: Based on the information provided by the applicant, the use of the property will
conform to the above requirements. If for some reason the above standards
were in question, and it was subsequently found that the use was out of
compliance with any of the above standards, the property owner would be
subject to code enforcement, court review, possible fines, and revocation of the
Conditional Use Permit. A search of City records does not indicate any code
enforcement issues associated with the existing use.
LANDSCAPING AND SCREENING — CHAPTER 18.745:
Street trees: ection 18.745.040 states that all development proJ ects fronting on a
public street shall be required to plant street trees in accordance with Section
18.745.040.0 Section 18.745.040.0 required that street trees be spaced between 20
and 40 feet apart depending on the size classification of the tree at maturity (small,
medium or large).
The project has only 50:feet of frontage and is therefore not required to plant any street trees.
This criterion is not applicable.
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Land Use Buffering and Screening:
Buffering and Screening is required between different types of land uses.
The proposed facility is in a residential zone and is adjacent to residential uses on three sides.
There are no specific bufFerin� requirements for this use. The only requirement applicable to
this development is the screening of the parking area which is discussed in the next segment of
this discussion. This criterion is satisfied.
Screening of parking and loading areas is required. The specifications for this
screening are as follows:
Landscaped parking areas shall include special design features, which effectively
screen the parking lot areas from view. These design features may include the use of
landscaped berms, decorative walls and raised plan�ers;
The applicant is proposin� to re-stripe part of the parking area, and to add an area of parking
in the center of the existing parking area where a landscaped island currently exists. The
applicant has proposed to fandscape and screen the new parking areas with three trees and
a vanety of shrubs. The applicant has not proposed any new screening to the existing
Parking areas that are to be re-striped. Staff is confident that the landscaping and screening
that is existing, and that is proposed will satisfy any need for buffering and screening from
this addition. There is no need to require additional buffenng and screening from adjacent
uses. This criterion is satisfied.
Trees shall be planted in landscaped islands in all parking areas, and shall be equally
distributed anci on the basis of one tree for each seven parking spaces in order to
provide a canopy effect; and
The applicant's plan indicates that there will be three trees planted within the interior of the
new parking area. The trees are proposed in a location that, at maturity would meet the
standards of the development code by providing a canopy effect over the parking area. This
criterion is satisfied.
The minimum dimension of the landscape islands shall be three feet and the
landscaping shall be protected from vehicular damage by some form of wheel guard
or curb.
The site plan shows that the new planting islands within the existing parking area that exceeds
the minimum dimensions by several feet. The islands will be protected by six-inch curb. This
criterion is satisfied.
MIXED SOLID WASTE AND RECYCLABLES STORAGE — CHAPTER 18.755:
Chapter 18.755 requires that new construction incorporates functional and adequate
space for on-site storage and efficient collection of mixed solid waste and source
separated Recyclables prior to pick-up and removal by haulers.
The a�plicant must choose one (1) of the following four (4) methods to demonstrate
comp iance: Minimum Standard, �IVaste Assessment, Comprehensive Recyclin� Plan,
or Franchised Hauler Review and Sign-Off. The applicant will have to submit evidence
or a plan, which indicates compliance with this section. Regardless of which method
chosen, the a�plicant will have to submit a written sign-off from the franchise hauler
regarding the acility location and compatibility.
The applicant has indicated that the location of the existing facility will not change and has
indicated that the service provider is satisfied with continuing regular service at that location.
This standard is satisfied.
OFF-STREET PARKING AND LOADING (18.765)
At the time of the erection of a new structure within any zoning district, off-street
vehicle parking will be provided in accordance with Section 18.765.070.
The subject site is located within the Metro Zone B. The maximum number of parking
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spaces that can be provided by the elementary school is 3.5 spaces per classroom.
Therefore, the maximum number of parking spaces for the site based on 26 classrooms
would be 91 spaces. The minimum �arking standards are as follows: The minimum amount
of parking required by the facility is 2.0 spaces per classroom. As such, the minimum
parking requirement for the elementary school will be 52 parking spaces. The applicant has
proposed 80 spaces. This criterion is satisfied.
With regard to access to public streets from off-street parking:
Access drives from the street to off-street parking or loadin� areas shall be designed
and constructed to facilitate the flow of traffic and provide maximum safety for
pedestrian and vehicular traffic on the site; The number and size of access drives
shall be in accordance with the requirements of Chapter, 18.705, Access, Egress and
Circulation;
As discussed earlier in this report, this criterion is satisfied.
Access drives shall be clearly and permanently marked and defined through use of
rails, fences, walls or other barriers or markers on frontage not occupied by service
drives;
The access is pre-existing and functioning. There is no evidence in the record to suggest
that further marking is necessary for this addition. This criterion is not applicable.
Access drives shall have a minimum vision clearance in accordance with Chapter
18.795, Visual Clearance;
Vision Clearance is discussed later in this report. This criterion is satisfied.
Access drives shall be improved with an asphalt or concrete surface;
The existing access and parking areas are already paved with asphalt. The applicant has
indicated that all new parking areas will be paved and marked accordingly. This criterion is
satisfied.
Excluding single-family and duplex residences, except as provided by Subsection
18.810.030P, groups of two or more parking spaces shall be served by a service drive
so that no backing movements or other maneuvering within a street or other public
right-of-way will be required.
The parking spaces are serviced by two-way access proposed within this project, and there
is room for service vehicles to turn around and enter the street so that no backing movement
will be required. This criterion is satisfied.
Loading/unloading driveways:
A driveway designed for continuous forward flow of passenger vehicles for the
purpose of loading and unloading passengers shall be locateci on the site of any
school or other meeting place which is designed to accommodate more than 25
people at one time.
The applicant has indicated that the existing loading and unloading areas will remain.
Currently, the facility has a bus loading area, and a pedestrian loading facility. This criterion
is satisfied.
Parking Lot Striping:
Except for sing(e-family and duplex residences, any area intended to be used to meet
the off-street parking requirements as contained in this Chapter shall have all parking
spaces clearlx marked; and all interior drives and access aisles shall be clearly
marked and signed to show direction of flow and maintain vehicular and pedestrian
safety.
The applicant has indicated that the parking lot will be re-striped but has not indicated
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direction arrows on the plans, however, the direction of flow within the interior of the site is
two-way, and can be expected to operate in the same manner as a roadway. This criterion is
satisfied.
Wheel Stops:
Parking spaces along the boundaries of a parking lot or adjacent to interior landscaped
areas or sidewalks shall be provided with a wheel stop at least four inches high located
three feet back from the front of the parking stall. The front three feet of the parking stall
may be concrete, asphalt or low lying landscape material that does not exceed the
height of the wheel stop. This area cannot be calculated to meet landscaping or
sidewalk requirements.
The applicant indicates that they will place 6-inch concrete curbs at the edges of paving
adjacent to planting areas on the drawings. This criterion is satisfied.
Space and Aisle Dimensions:
Table 18.765.1. outlines the minimum dimensions for angled parking.
The proposal identifies a total of 30 new spaces utilizing 60-degree parking. Staff review of
the parking plan illustrates compliance with Figure 18.765.1. This criterion is satisfied.
Minimum Bicycle Parking Requirements:
The total number of required bicycle parking spaces for each use is specified in Table
18.765.2 in Section 18.765.070.H.
Bicycle parking was discussed previously in this report, and staff has recommended approval
of an adjustment to the bicycle parking standards. The bicycle parking is pre-existing. This
standard is satisfied.
Off-street loading requirements:
Off-street loading spaces: Commercial, industrial and institutional buildings or
structures to be built or altered which receive and distribute material or merchandise
by truck shall provide and maintain off-street loading and maneuvering space as
follows:
. A minimum of one loading space is required for buildings with 10,000 gross
square feet or more;
. A minimum of two loading spaces for buildings with 40,000 gross square feet or
more.
Off-street loadin� dimensions:
. Each loading berth shall be approved by the City Engineer as to design and
location;
. Each loading space shall have sufficient area for turning and maneuvering of
vehicles on the site. At a minimum, the maneuvering length shall not be less than
twice the overall length of the longest vehicle using the facility site;
. Entrances and exits for the loading areas shall be provided at locations approved
by the City Engineer in accordance with Chapter 18.710;
. Screening for off-street loading facilities is required and shall be the same as
screening for parking lots in accordance with Chapter 18.745.
Because of the size of the building, the facility would be required to provide two (2) off-street
loading spaces to meet the standard. The applicant has indicated that the existing bus
loading spaces on the plan would be utilized to satisfy this criteria. This criterion is satisfied.
SIGNS (18.780�
Requires that a permit be issued for any sign that is erected, re-erected, constructed,
structurally altered, or relocated within the City Limits.
FINDING: The applicant has not provided the needed information to issue a sign permit
because it is not necessary to do so at this time.
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CONDITION:Prior to placement of any signs on site, the applicant shall apply for a sign
permit and supply staff with the appropriate plans to verify compliance with
TDC Chapter 18.780.
TREE REMOVAL — CHAPTER 18.790:
Section 18.790.030 requires that a tree plan for the planting, removal and protection of
trees prepared by a certified arborist be provided for a conditional use application.
The tree plan shall include identification of all existing trees, Identification of a
Program to save existing trees or mitigate tree removal over 12 inches in caliper,
identification of which trees are proposed to be removed, and a protection program
defining standards and methods that will be used by the applicant to protect trees
during and after construction.
The applicant has provided a tree survey and removal plan from Clay Halstead, Certified
Arborist. According to the plan, there are 10 trees over 12 inches on site. Of these 10 trees,
the applicant is proposing to remove 3 to accommodate construction. The arborist states that
two of the three trees are diseased and/or hazardous. Therefore, the retention is equal to
75%. According to the TDC Section 18.790.030(B)(2)(D), the applicant is not required to
mitigate for any of the trees removed. However, the cF�apter still requires that the applicant
protect the trees that are to remain on site during construction activities.
FINDING: The applicant's arborist proposed tree protection measures that would be
necessary in order to ensure the v�ability of those trees that are in close
proximity to the construction areas as required by Section 18.790.030(B)(4).
The City's Arborist has reviewed the plan and requested that the following
conditions be satisfied.
CONDITIONS:
• The applicant shall provide the City Arborist with a construction sequence
including installation and removal of tree protection devices, clearing,
grading, and paving.
• The applicant shall notify the City Arborist when tree protection measures
are in place so that he may verify that the measures will function properly
prior to construction.
VISUAL CLEARANCE AREAS — CHAPTER 18.795:
Section 18.795.020.A. states that the provisions of this chapter shall apply to all
development including the construction of new structures, the remodeling of existing
structures and to a change of use which increases the on-site parking or loading
requirements or which changes the access requirements.
Section 18.795.030.B. states that a clear vision area shall contain no vehicle, hedge,
planting, fence, wall structure or temporary or permanent obstruction (except for an
occasional utility pole or tree), exceeding three feet in height, measurec� from the top
of the curb, or where no curb exists, from the street center line grade, except that trees
exceeding this height may be located in this area, provided alt branches below eight
feet are removed.
The applicant has indicated in the narrative and the site plan that a clear vision area will be
maintained. Staff will review the areas at the time of final occupancy to ensure compliance with
the standards. This criterion is satisfied.
FINDING: Based on the analysis above, the vision clearance standards have been met.
STREET AND UTILITY IMPROVEMENTS STANDARDS CHAPTER- 18.810:
Chapter 18.810 provides construction standards for the implementation of public and
private facilities and utilities such as streets, sewers, and drainage. The applicable
standards are addressed below:
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Streets:
Improvements:
Section 18.810.030.A.1 states that streets within a development and streets adjacent
shall be improved in accordance with the TDC standards.
Section 18.810.030.A.2 states that any new street or additional street width planned as
TDCrtion of an existing street shall be dedicated and improved in accordance with the
Minimum Rights-of-Way and Street Widths: Section 18.810.030.E requires an arterial
street to have a 64 to 128-foot right-of-way width and varied paved section. Other
improvements required may include on-street parking, sidewalks and bikeways,
underground utilities, street lighting, storm drainage, and street trees.
This site lies adjacent to SW Murdock Street, which is classified as a local street on the City
of Tigard Transportation Plan Map. At �resent, there is approximately 50 feet of ROW,
according to the most recent tax assessor s map. The applicanYs property lies perpendicular
to the street right-of-way, therefore, no ROW dedication is required.
SW Murdock is currently improved. In order to mitigate the impact from this development,
the applicant should construct a new driveway apron, per City of Tigard design standards.
Future Street Plan and Extension of Streets: Section 18.810.030.F states that a future
street plan shall be filed which shows the pattern of existing and proposed future
streets from the boundaries of the proposed land division. This section also states
that where it is necessary to give access or permit a satisfactory future division of
adjoining land, streets shall be extended to the boundary lines of the tract to be
developed and a barricade shall be constructed at the end of the street. These street
stubs to adjoining properties are not considered to be cul-de-sacs since they are
intended to continue as through streets at such time as the adjoining property is
developed. A barricade shall be constructed at the end of the street by the property
owners which shall not be removed until authorized by the City Engineer, the cost of
which shall be included in the street construction cost. Temporary hammerhead
turnouts or temporary cul-de-sac bulbs shall be constructed for stub streets in excess
of 150 feet in length.
The applicant has submitted an addendum to their application to address the block length
standards. The existing development of the school site and surrounding neighborhood
makes a street extension infeasible. The extent of the proposed improvements also does not
warrant street improvements at this time.
Street Alignment and Connections:
Section 18.810.030.H.1 states that full street connections with spacing of no more than
530 feet between connections is required except where prevented by barriers such as
topography, railroads, freeways, pre-existing developments, lease provisions,
easements, covenants or other restrictions existing prior to May 1, 1995 which
preclude street connections. A full street connection may also be exempted due to a
regulated water feature if regulations would not permit construction.
Section 18.810.030.H.2 states that all local, neighborhood routes and collector streets
which abut a development site shall be extended within the site to provide through
circulation when not precluded by environmental or topographical constraints,
existing development patterns or strict adherence to other standards in this code. A
street connection or extension is precluded when it is not possible to redesi�n, or
reconfigure the street pattern to provide required extensions. Land is considered
topographically constrained if the slope is greater than 15% for a distance of 250 feet
or more. In the case of environmental or topographical constraints, the mere presence
of a constraint is not sufficient to show that a street connection is not possible. The
applicant must show why the constraint precludes some reasonable street
connection.
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The applicant's addendum addresses this issue. The existing school site development and
surrounding neighborhood development precludes providing through circulation.
Cul-de-sacs: 18.810.030.L states that a cul-de-sac shall be no more than 200 feet long,
shall not Provide access to greater than 20 dwelling units, and shall only be used
when environmental or topographical constraints, existing development pattern, or
strict adherence to other standards in this code preclude street extension and through
circulation:
• All cul-de-sacs shall terminate with a turnaround. Use of turnaround
configurations other than circular, shall be approved by the City En�ineer; and
• The length of the cul-de-sac shall be measured from the centerline intersection
point of the two streets to the radius point of the bulb, and
• If a cul-de-sac is more than 300 feet tong, a lighted direct pathway to an adjacent
street may be required to be provided and dedicated to the City
The scope of this project does not warrant the construction of a cul-de-sac at this time.
Block Designs - Section 18.810.040.A states that the length, width and shape of blocks
shall be designed with due regard to providing adequate building sites for the use
contemplated, consideration of needs for convenient access, circulation, control and
safety of street traffic and recognition of limitations and opportunities of topography.
Block Sizes: Section 18.810.040.B.1 states that the �erimeter of blocks formed by
streets shall not exceed 1,800 feet measured along the right-of-way line except:
. Where street location is precluded by natural topography, wetlands or other
bodies of water or, pre-existing development or;
. For blocks adjacent to arterial streets, limited access highways, major collectors
or railroads.
. For non-residential blocks in which internal public circulation provides equivalent
access.
Section 18.810.040.B.2 also states that bicycle and pedestrian connections on public
easements or right-of-ways shall be provided when full street connection is not
possible. Spacing between connections shall be no more than 330 feet, except where
precluded by environmental or topographical constraints, existing development
patterns, or strict adherence to other standards in the code.
Due to existing development patterns, full street connection is not feasible at this time. If the
site is redeveloped sometime in the future, it may be possible to make needed street
connections. However, there are seven pedestrian connections to this site from the
surrounding developments providing connectivity to and through the site. This criterion is
satisfied.
Sidewalks: Section 18.810.070.A requires that sidewalks be constructed to meet City
design standards and be located on both sides of arterial, collector and local
residential streets.
On site sidewalk improvements are pre-existing on this site. No further improvements are
warranted by this development proposal.
Sanitary Sewers:
Sewers Required: Section 18.810.090.A requires that sanitary sewer be installed to
serve each new development and to connect developments to existing mains in
accordance with the provisions set forth in Design and Construction Standards for
Sanitary and Surface Water Management (as adopted by Clean Water Services in 1996
and including any future revisions or amendments) and the adopted policies of the
comprehensive plan.
Over-sizing:
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Section 18.810.090.0 states that proposed sewer systems shall include consideration
of additional development within the area as projected by the Comprehensive Plan.
The applicant has stated that no additional sewer capacity is required to serve the proposed
improvements.
Storm Drainage:
General Provisions: Section 18.810.100.A states requires developers to make
adequate provisions for storm water and flood water runoff.
The site slopes downward to the southeast. There are no upstream drainage areas
impacting this site, as most of the area upstream is developed and runoff from impervious
areas is collected on those sites.
Effect on Downstream Drainage:
Section 18.810.100.D states that where it is anticipated by the City Engineer that the
additional runoff resulting from the development will overload an existing drainage
facility, the Director and Engineer shall withhold approval of the development until
provisions have been made for improvement of the potential condition or until
provisions have been made for storage of additional runoff caused by the
development in accordance with the Design and Construction Standards for Sanitary
and Surface Water Management (as adopted by Clean Water Services in 2000 and
including any future revisions or amendments).
In 1997, Clean Water Services (CWS) completed a basin study of Fanno Creek and adopted
the Fanno Creek Watershed Management Plan. Section V of that plan includes a
recommendation that local governments institute a stormwater detention/effective impervious
area reduction program resulting in no net increase in storm peak flows up to the 25-year
event. The City will require that all new developments resulting in an increase of impervious
surfaces provide onsite detention facilities, unless the development is located adjacent to
Fanno Creek. For those developments adjacent to Fanno Creek, the storm water runoff will
be permitted to discharge without detention.
The applicant's engineer has indicated that an underground ADS pipe storage system will be
installed to provide detention.
Bikeways and Pedestrian Pathways:
Bikeway Extension: Section 18.810.110.A states that develo�ments adjoining
Proposed bikeways identified on the City's adopted pedestrian/b�keway plan shall
�nclude provisions for the future extension of such bikeways through the dedication of
easements or right-of-way.
This site is not adjacent to any proposed bikeways. This criterion is not applicable.
Utilities:
Section 18.810.120 states that all utility lines, but not limited to those required for
electric, communication, lighting and cable television services and related facilities
shall be placed underground, except for surface mounted transformers, surface
mounted connection boxes and meter cabinets which may be placed above �round,
temporary utility service facilities during construction, high capacity electric lines
operating at 50,000 volts or above, and:
. The developer shall make all necessary arrangements with the serving utility to
provide the underground services;
. The City reserves the right to approve location of all surface mounted facilities;
. All underground utilities, including sanitary sewers and storm drains installed in
streets by the developer, shall be constructed prior to the surfacing of the
streets; and
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. Stubs for service connections shall be long enough to avoid disturbing the
street improvements when service connections are made.
All utilities are pre-existing any new updates will be subject to approval from the appropriate
provider. This criterion is satisfied.
ADDITIONAL CITY AND/OR AGENCY CONCERNS WITH STREET AND UTILITY
IMPROVEMENT STANDARDS:
Public Water System:
The applicant has indicated that there will be no �mpact to the water system as a result of this
development.
Storm Water Qualitv:
The City has agreed to enforce Surface Water Management (SWM) regulations
established by Clean Water Services CWS) Design and Construction Standards
(adopted by Resolution and Order No. 0�-7) which require the construction of on-site
water quality facilities. The facilities shall be designed to remove 65 percent of the
phosphorus contair�ed en 100 perGent of the storm water runoff generated from newly
created impervious surFaces. In addition, a maintenance plan shall be submitted
indicating the frequency and me�hod to be used in keeping the facility maintained
through the year.
Prior to issuance of buii�ing permit, the applicant shall submit plans and calculations for a
water quality facility that will meet the intent of the CWS Design Standards. In addition, the
applicant sha�i submit a maintenance plan for the facility that must be reviewed and approved
by the City prior to coristruction.
To ensure compliance with Clean Water Services design and construction standards, the
applicant shall employ the design engineer responsible for the design and specifications of
the private water quality facility to perform construction and visual observation of the water
quality facility for compliance with the design and specifications. These inspections shall be
made �t signi icant stages tf�roughout the project and at completion of the construction. Prior
to final building inspecti�n, the design engineer shall provide the City of Tigard (Inspection
Supervisor) with written corfirmation that 4he water quality facility is in compliance with the
design and sp�cificat;ons
The proposed unit f�orn Stormwater Management is acceptable, provided the property owner
agree� to hire the manufacturer (or appraved equal) to provide the required maintenance of
thA ur�it. Prior to a final building inspection, the applicant shall demonstrate that they have
entered �nto a maintenance agreement with Stormwater Management, or another company
that demonstrates they can meet the mainte�ance requirements of the manufacturer.
Site Permit Required:
The applicant is required to obtain a Site Permit from the Building Division to cover all on-site
priva�e ut�lity �nsta!lations (water, sewer, storm, etc.) and driveway construction. This permit
shall be obtai�eJ prior to approval of the final plat.
�radi�ig and•Ero�ion �ontrol:
CWS Design and Construction Standards also regulate erosion control to reduce the
amount of sediment and other pollutants reaching the public storm ancl surface water
�ystem resultin from development, construction, grading, excavating, clearing, and
any other activi�y �ivhich accelerates erosion. Per CWS regulations, the applicant is
required to submit an erosion control plan for City review and approval prior to
i�suance of City permits.
TEMPLETON ELEMENTARY PP.CE 18 OF 22
1!'12/d4 PUBLIC HFARI►vG STAFF REPORT f0 TFiE HEARINGS OFFICER
The Federal Clean Water Act requires that a National Pollutant Discharge Elimination
System (NPDES) erosion control permit be issued for any development that will
disturb f�ve or more acres of land. Since this site is over five acres, the developer will
be required to obtain an NPDES permit from the City prior to construction. This permit
will be issued along with the site and/or building permit.
It appears that this project may disturb more than one acre of the site. Therefore, a NPDES
permit would be required.
D. IMPACT S7UDY:
Section 18.390.040.B.2.e states that the applicant shall provide an impact study to
quantify the effect of development on public facilities and services. For each public
facility system and type of impact, the study shall propose improvements necessary
to meet Cit�r standards, and to minimize the im�act of the development on the public at
large, public facilities systems, and affected private property users.
In situations where the Community Development Code requires the dedication of real
propertx interests, the applicant sf�all either specifically concur with a requirement for
public right-of-way dedication, or provide evidence that supports that the real property
dedication is not roughly proportional to the projected impacts of the development.
The applicant has submitted an impact study addressing the required elements above. The
report substantiates that all services are capable of serving the site. The applicant has
Proposed to make the necessary improvements, and there is no applicable Transportation
mpact Fee associated with this development, because they are not increasing the number of
students that would be served by the site. Based on the conditions of approval and findings
of fact within this decision, there are no unmitigated impacts as a result of this development
to any public systems.
SECTION VII. OTHER STAFF COMMENTS
The City of Tigard Building Division has reviewed this application and stated that they
have concerns with exiting that will be addressed as part of the plan review for the new
addition if approved.
The City of Tigard Engineering Department was sent this proposal for review and the
comments have been incorporated into this repo�t.
City of Tigard Operations Manager and Water Department has reviewed this application
and provided comments regardin connection and maintenance of any new and upgraded
services. Contact Rich Sattler a� the Water Department for review of the water system.
(503)639-4171 ext. 2609.
City of Tigard Police Department has reviewed this application and requested that a full
lighting plan be submitted for review.
City of Tigard Arborist has reviewed this application and requested that the applicant
reconsider the planting of the Staghorn Sumac as it is aggressive.
SECTION VI11. AGENCY COMMENTS
Tualatin Valley Fire and Rescue has reviewed this application and offered the following
comments:
�� Access roads shall be within 150 feet of all portions of the exterior wall of the first story of
the building as measured by an approved route around the exterior of the building. An
approved turnaround is required if the remaining distance to an approved intersecting
TEMPLETON ELEMENTARY PAGE 19 OF 22
1/12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
roadway, as measured along the fire apparatus access road, is greater than 150 feet.
(UFC Sec. 902.2.1)
The proposed new fire apparatus access lane locafion is approved. If the proposed
gate will be locked, it shall be provided with a Knox brand padlock. Please contact
the Fire Marshal's Office for an order form
2� Dead end fire apparatus access roads in excess of 150 feet in length shall be provided
with an approved turnaround. Diagrams of approved turnarounds are available from the
fire district. (UFC Sec. 902.2.2.4)
The proposed fire apparatus turnaround serving the fire lane is approved as
submitted.
s� Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (15
feet for one or two dwelling units and out buildings), and an unobstructed vertical
clearance of not less than 13 feet 6 inches. (UFC Sec. 902.2.2.1)
The dimensions of the proposed fire lane are approved with a width of 15 feet.
a� Fire apparatus access roads shall be of an all-weather surface that is easily
distinguishable from the surrounding area and is capable of supporting not less than
12,500 pounds point load (wheel load) and 50,000 pounds live load (gross vehicle
weight). You may need to provide documentation from a registered engineer that the
design will be capable of supporting such loading. Documentation from a registered
engineer that the finished construction is in accordance with the approved plans or the
requirements of the Fire Code may be requested. (Design criteria on back) (UFC Sec.
902.2.2)
s� The inside turning radius and outside turning radius shall be not less than 25 feet and 45
feet respectively, measured from the same center point. (UFC Sec. 902.2.2.3) — {See
diagrams on back)
s� Where required, fire apparatus access roadway curbs shall be painted yellow and marked
"NO PARKING FIRE LANE" at each 25 feet. Lettering shall have a stroke of not less than
one inch wide by six inches high. Lettering shall be white on red or black on yellow
background. (UFC Sec. 901.4.5.2)
The fire lane shall be provided with No Parking — Fire Lane signs along its entire
length and in the furnaround.
�� The required fire flow for the building shall not exceed 3,000 gallons per minute (GPM) or
the available GPM in the water delivery system at 20 psi, whichever is less. A worksheet
for calculating the required fire flow is available from the Fire Marshal's Office. (UFC Sec.
903.3)
The minimum required fire flow for this project is 1500 GPM at 20 psi. Fire flow
verificafion shall be provided prior to fhe issuance of construction permits.
s> No portion of the exterior of a commercial building shall be located more than 250 feet
from a fire hydrant when measured in an approved manner around the outside of the
building and along an approved fire apparatus access roadway. Any hydrants that are
left over from the minimum number of hydrant calculations may be full filled by hydrants
TEMPLETON ELEMENTARY PAGE 20 OF 22
1/12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
i
that are up to 500 feet from any point of the building. The fire Prevention Ordinance has
further requirements that need to be used for acceptance and placement of fire hydrants.
(UFC Sec. 903.4.2.1)
The proposed distribution and number of fire hydrants is approved as submitted.
s� The minimum number of fire hydrants for a building shall be based on the required fire
flow prior to giving credit for fire protection systems divided by 1500. If the answer is
equal to or greater than x.5 the next whole number of hydrants shall be used. There shall
not be less than 2 hydrants per building. (UFC Sec. 903.4.2.1)
Considerations for placing fire hydrants shall be as follows:
• Existing hydrants in the area may be used to meet the required number of hydrants;
however, hydrants that are over 500 feet away from the nearest point of the subject
building shall not contribute to the required number of hydrants.
• Hydrants that are separated from the subject building by railroad tracks shall not
contribute to the required number of hydrants.
• Hydrants that are separated from the subject building by divided highway, freeway, or
heavily traveled collector streets shall not contribute to the required number of hydrants.
• Hydrants that are accessible only by a bridge shall be acceptable to contribute to the
required number of hydrants only if approved by the Chief.
• Private hydrants or public hydrants that are on adjacent private property shall not
contribute to the required number of hydrants for the subject building.
Exception: The use of hydrants located on other private property may be considered if
their locations and access are encumbered in a legal document (such as deed
restriction) by the owners of the involved parcels of property. The encumbrance may
be lifted only after approvals by the Chief on behalf of the fire department and any
other governmental agencies that may require approval.
• When evaluating the placement of hydrants at apartment or industrial complexes the first
hydrant(s) to be placed shall be at the primary access and any secondary access to the
site. After these hydrants have been placed other hydrants shall be sited to meet the
above requirements for spacing and minimum number of hydrants. (UFC Sec.
903.4.2.1.1)
�o> Fire hydrants shall be located not more than 15 feet from an approved fire apparatus
access roadway. (UFC Sec. 903.4.2.4)
��� Fire hydrant locations shall be identified by the installation of reflective markers. The
markers shall be blue. They shall be located adjacent and to the side of the centerline of
the access road way that the fire hydrant is located on. In case that there is no center
line, then assume a centerline, and place the reflectors accordingly. (UFC Sec. 901.4.3)
�2� A fire hydrant shall be located within 70 feet of a fire department connection (FDC). Fire
hydrants and FDC's shall be located on the same side of the fire apparatus access
roadway. (UFC Sec. 903.4.2.5) FDC locations shall be approved by the Chief. (1996
Oregon Structural Specialty Code, Sec. 904.1.1)
TEMPLETON ELEMENTARY PAGE 21 OF 22
1/1?J04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
�3� Approved fire apparatus access roadways and fire fighting water supplies shall be
installed and operational prior to any other construction on the site or subdivision. (UFC
Sec. 8704)
�a> A Knox Box for building access is required for this building. Please contact the Fire
Marshal's Office for an order form and instructions regarding installation and placement.
(UFC Sec. 902.4)
�5� A building survey and plans, in accordance with TVF&R Ordinance 99-01, Appendix III-F,
shall be submitted. A copy of Appendix III-F, the building survey form and the instructions
are available on the Fire District web site at www.tvfr.com. (UFC Appendix III-F)
16)
Please contact me at (503) 612-7010 with any additional questions.
Clean Water Services and Portland General Electric were given the opportunity to review
this proposal and submitted no comments or objections.
�
.
� � � Januar 5 2004
PREPARED BY: Brad Kilby ATE
Associate Planner -,
��
;-' .�-
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- -' C� Janua 5 2004
APPROVED BY: Richard Bewers ATE
Planning Mana er
TEMPLETON ELEMENTARY PAGE 22 OF 22
1/12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
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` �' HEARINGS OFFICER
MONDAY-JANUARY 12, 2004 -7:00 PM '�
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Assistive Listening Devices are available for persons with impaired hearing and should be scheduled for Hearings Officer meetings by noon on
the Friday prior to the meeting. Please ca�l 503-639�171, Ext. 2438 (voice) or 503-6842772 (TDD - Telecommunications Devices for the
Deafl. Upon request, the City will also endeavor to arrange for qualfied sign language interpreters for persons with speech or hearing
impairments and qualfied bilingual interpreters.
Since these services must be scheduled with outside service providers, it is important to allow as much lead time as possible.
To request such senrices, please notify the City of Tigard of your need(s) by 5:00 p.m., no less than one (1) week prior to the
meeting date at the same phone numbers listed above so that we can make the appropriate arrangements.
Hearings are held in Town Hall at the City of Tigard at 13125 SW Hall Boulevard
Staff reports are available to the public 7 days prior to the hearing date
1. CALL TO ORDER
2. PUBLIC HEARING
2.1 TEMPLETON ELEMENTARY SCHOOL ADDITION
CONDITIONAL USE PERMIT(CUP)2003-00011
VARIANCE (VAR)2003-00100
REQUEST: The applicant is requesting Conditional Use approval to add an 8,300 square foot addition to
the existing 51,030 square foot school, to modify the parking areas, and to add a fire access lane along the
north property line. The applicant is also seeking an Adjustment to reduce the required number of bicycle
stalls on site.
LOCATION: 9500 SW Murdock Street;WCTM 2S111AC, Tax Lot 2901.
ZONE: R-4.5: Low-Density Residential District. The R-4.5 zoning district is designed to accommodate
detached single-family homes with or without accessory residential units at a minimum lot size of 7,500
square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and
institutional uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community
Development Code Chapters 18.330, 18.360, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755,
18,765, 18.790, 18.795 and 18.810.
3. OTHER BUSINESS
4. ADJOURNMENT
SUBJECT TO CHANGE
Page 1 of 1
NOTICE TO MORTGAGEE, LIENHOLDER,VENDOR OR SELLER:
THE TIGARD DEVELOPMENT CODE REQUIRES THAT IF YOU RECEIVE THIS NOTICE,
IT SHALL BE PROMPTLY FORWARDED TO THE PURCHASER.
CITY OF TIGARD
Community�1�c-vefvpment
CITY OF TIGARD s��°Y�r�t7�detter�'ommunity
PUBLICHEARINGNOTICE
NOTICE IS HEREBY GIVEN THAT THE TIGARD HEARINGS OFFICER, AT A MEETING ON MONDAY
JANUARY 12, 2004 AT 7:00 PM, IN THE TOWN HALL OF THE TIGARD CIVIC CENTER AT 13125 SW
HALL BOULEVARD, TIGARD, OREGON 97223 WILL CONSIDER THE FOLLOWING APPLICATION:
FILE NOS.: CONDITIONAL USE PERMIT (CUP) 2003-0001 I
ADJUSTMENT (VAR) 2003-00100
FILE TITLE: TEMPLETON ELEMENTARY SCHOOL ADDITION
APPLICANT/ Tigard-Tualatin School District No. 23J
OWNER: Attn: Stephen Poage
6960 SW Sandburg Street
Tigard, OR 97223
APPLICANT'S Ed Murphy & Associates
REP.: Attn: Ed Murphy
9875 SW Murdock Street
Tigard, OR 97224
REQUEST: The applicant is requesting Conditional Use approval to add an 8,300 square foot
addition to the existing 51,030 square foot school, to modify the parking areas,
and to add a fire access lane along the north property line. The applicant is also
seeking an Adjustment to reduce the required number of bicycle stalls on site.
LOCATIDN: 9500 SW Murdock Street; WCTM 2S111AC, Tax Lot 2901.
ZONE: R-4.5: Low-Density Residential District. The R-4.5 zoning district is designed to
accommodate detached single-family homes with or without accessory
residential units at a minimum lot size of 7,500 square feet. Duplexes and
attached single-family units are permitted conditionally. Some civic and
institutional uses are also permitted conditionally.
APPLICABLE
REVIEW
CRITERIA: Community Development Code Chapters 18.330, 18.360, 18.370, 18.390, 18.510,
18.705, 18.725, 18.745, 18.755, 18,765, 18.790, 18.795 and 18.810.
THE PUBLIC HEARING ON THIS MATTER WILL BE CONDUCTED IN ACCORDANCE WITH THE RULES OF
CHAPTER 18.390 OF THE COMMUNITY DEVELOPMENT CODE AND RULES OF PROCEDURES ADOPTED BY
THE TIGARD CITY COUNCIL AND AVAILABLE AT CITY HALL.
ASSISTIVE LISTENING DEVICES ARE AVAILABLE FOR PERSONS WITH IMPAIRED HEARING. THE CITY WILL
ALSO ENDEAVOR TO ARRANGE FOR QUALIFIED SIGN LANGUAGE INTERPRETERS AND QUALIFIED
BILINGUAL INTERPRETERS UPON REQUEST. PLEASE CALL (503) 639-4171, EXT. 2438 (VOICE) OR (503)
684-2772 (TDD - TELECOMMUNICATIONS DEVICES FOR THE DEAF) NO LESS THAN ONE WEEK PRIOR TO
THE HEARING TO MAKE ARRANGEMENTS.
ANYONE WISHING TO PRESENT WRITTEN TESTIMONY ON THIS PROPOSED ACTION MAY DO SO IN
WRITING PRIOR TO OR AT THE PUBLIC HEARING. ORAL TESTIMONY MAY BE PRESENTED AT THE PUBLIC
HEARING. AT THE PUBLIC HEARING, THE HEARINGS OFFICER WILL RECEIVE A STAFF REPORT
PRESENTATION FROM THE CITY PLANNER, OPEN THE PUBLIC HEARING, AND INVITE BOTH ORAL AND
WRITTEN TESTIMONY. THE HEARINGS OFFICER MAY CONTINUE THE PUBLIC HEARING TO ANOTHER
MEETING TO OBTAIN ADDITIONAL INFORMATION OR CLOSE THE PUBLIC HEARING AND TAKE ACTION ON
THE APPLICATION.
IF A PERSON SUBMITS EVIDENCE IN SUPPORT TO THE APPLICATION LESS THAN SEVEN (7) DAYS PRIOR
TO THE PUBLIC HEARING, ANY PARTY IS ENTITLED TO REQUEST A CONTINUANCE OF THE HEARING. IF
THERE IS NO CONTINUANCE GRANTED AT THE HEARING, ANY PARTICIPANT IN THE HEARING MAY
REQUEST THAT THE RECORD REMAIN OPEN FUR AT LEAST SEVEN (7) DAYS AFTER THE HEARING. A
REQUEST THAT THE RECORD REMAIN OPEN CAN BE MADE ONLY AT THE FIRST EVIDENTIARY HEARING
(ORS 197.763(6).
INCLUDED IN THIS NOTICE IS A LIST OF APPROVAL CRITERIA APPLICABLE TO THE REQUEST FROM THE
TIGARD COMMUNITY DEVELOPMENT CODE AND THE TIGARD COMPREHENSIVE PLAN. APPROVAL OR
DISAPPROVAL OF THE REQUEST BY THE HEARINGS OFFICER WILL BE BASED UP�N THESE CRITERIA AND
THESE CRITERIA ONLY. AT THE HEARING IT IS IMPORTANT THAT COMMENTS RELATING TO THE
REQUEST PERTAIN SPECIFICALLY TO THE APPLICABLE CRITERIA LISTED.
FAILURE TO RAISE AN ISSUE IN PERSON OR BY LETTER AT SOME POINT PRIOR TO THE CLOSE OF THE
HEARING ON THE REQUEST ACCOMPANIED BY STATEMENTS OR EVIDENCE SUFFICIENT TO ALLOW THE
HEARINGS AUTHORITY AN OPORTUNITY TO RESPOND TO THE ISSUE PRECLUDES AN APPEAL TO THE
LAND USE BOARD OF APPEALS BASED ON THAT ISSUE.
ALL DOCUMENTS AND APPLICABLE CRITERIA IN THE ABOVE-NOTED FILE ARE AVAILABLE FOR
INSPECTION AT NO COST OR COPIES CAN BE OBTAINED FOR TWENTY-FIVE CENTS (25C) PER PAGE, OR
THE CURRENT RATE CHARGED FOR COPIES AT THE TIME OF THE REQUEST. AT LEAST SEVEN (7) DAYS
PRIOR TO THE HEARING, A COPY OF THE STAFF REPORT WILL BE AVAILABLE FOR INSPECTION AT NO
COST, OR A COPY CAN BE OBTAINED FOR TWENTY-FIVE CENTS (25C) PER PAGE, OR THE CURRENT RATE
CHARGED FOR COPIES AT THE TIME OF THE REQUEST.
FOR FURTHER INFORMATION PLEASE CONTACT THE STAFF PLANNER BRAD KILBY AT (503)
639-4171, TIGARD CITY HALL, 13125 SW HALL BOULEVARD, TIGARD, OREGON 97223, OR BY E-MAIL TO
bradley@ci.tigard.or.us.
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COMMUNITY NEWSPAPERS
P.O.BOX 370 PHONE(503)684-0360 Legal
BEAVERTON,OREGON 97075 Notice TT 10 3 4 5
Legal �
�itY of Tigara CITY OF TIGARD
13125 Sw xall Blvd, OREGON
'Tigard,Oregon 97223
ACCOUnts Pdydble The following will be considered by the Tigard Hearings Oft7cer on
• Monday January 12,2004 at 7:00 PM at the Tigazd Civic Center-
Town Hall, 13125 SW Hall Blvd.,Tigard,pregon. Both public orel
and written testimony is invited.
The public hearing on this matter will be conducted in accordance
with the Tigazd Municipal Code and the rules of procedure adopted—
AFF��AV�T OF PUB� by the Council and available at Ciry Hall or the rules of procedure set
forth in Chapter 18.390. Testimony may be submitted in writing prior
STATE OF OREGON, ) 55 to or at the public heazing or verbally at the public hearing only.
COUNN OF WASHINGTON, ) Failure to raise xn issue in person or by letter at some point prior to
the close of the hearing accompanied by statements or evidence
I, Kathv �Ilyder su�cient to af�'ord the decision-maker an opportunity to respond to
being first duly sworn, depose and say that I ;the issue precludes appeal to the Land Use Boazd ofAppeal based on
Director,or his principal clerk, of th�qarr� that issue. Failure to specify the critenon from the Community
a newspaper of general circulation as defineDevelopment•Code or Comprehensive Plan at which a comment is
and 193.020;published at T1 drd directed precludes an appcal based on that criterion.
aforesaid county and state; that the u 1 A copy of the application and all documents and evidence submitted
CiTP 00'�—f1001 ,Tamnlatnr, Flo,r,oby or on 6ehalf of the applicant and the applicable criteria aze
available for ins ection at no cost. A copy of the staff report will be
a printed copy of which is hereto annexed, w+made available fpor inspection at no cost at least seven(7)days prior
e�tire issue of said newspaper for ONE to the hearing, and copies for all items can also be provided at a
consecutive in the following issues: reasonable cost.
Further information may be obtained from the Planning Division
De cembe r 2 5,2 0 0 3 (staff contact: Brad Kilby)at 13125 3W Hall Blvd.,Tigazd,Oregon
97223, by calling 503-639-4171, or by e-mail to
bradley@ci.tiga rd.or.us.
PUBLIC HEARING ITEM:
CONDITIONAL USE PF.RMIT(CUP)2003-
>TEMPLETON E ESMENTARY SCHOOLADDITION<
Subscribed and sworn to b re me this2`�tt�QUEST: The applicant is requesting Conditional Use approval to
/� add an 8,300 squaze foot addition to the existing 51,030 square foot
school, to modify the pazking areas,and to add a fire access lane
�G along the north property line. The applicant is also seeking an
No AdjlistmenUto reduce the required number of bicycle stalls on site.
LOCATION: 9500 SW Murdock Street;WCTM 2S111AC,Tax Lot
My Commission Expires: 2901. ZONE: R-4.5:Low-Density Residential District. The R-4.5
AFFIDAVIT zoning district is designed to accommodate detached single-family
rhpmes with or without accessory residential units at a minimum lot
size of 7,500 square feet. Duplexes and attached single-family units
are permitted conditionally. Some civic and institutional uses aze also
permitted conditionally. APPLICABLE REVIEW CRITERIA:
Community Development Code Chapters 18330, 18.360, 18370,
18.390, I8.510, 18.705, 18.725, 18.745, 18J55, 18,765, 18.790,
18.795 and 18.810.
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TT 10345—Publish_December 25,2003.
REQUEST FOR COMMENTS CITYOfTIOARD
Community�DeveCopment
SFcapingA BetterCommunity
DATE: Nouember 18,2003
T0: Matt Stine,Urban Forester/Public Works Annex RECEIVED Pl�►NNING
FROM: Cit�of Ti9ard Plannin9 Division
OEC 0 5 2003
STAFF CONTACT: Brad IGII�1,Associate Planner[x24341
Phone: [5031639-4111/Fax: [5031684129T CITY OF TIGARD
CONDITIONAL USE PERMIT[CUPI 2003-00011/ADIUSTMENT(VARI 2003-00100
➢ TEMPLETON ELEMENTARY SCNOOL ADDITION Q
REQUEST: The applicant is requesting Conditional Use approval to add an 8,300 square foot addition to
the existing 51,030 square foot school, fo modify the parkin areas, and to add a fire access lane along the
north property line. The applicant is also seeking an AdJ'us�ment to reduce the required number of bicycle
stalls on site. LOCATION: 9500 SW Murdock Street;WCTM 2S111AC, Tax Lot 2901. ZONE: R-4.5:
Low-Density Residential District. The R-4.5 zoning district is designed to accommodate detached single-
family homes with or without accessory residential units at a minimum lot size of 7,500 square feet.
Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses
are also ermitted conditionally. APPLICABLE REVIEW CRITERIA: Community Develo ment Code
Chapters p8.330, 18.360, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755, 18,765, 18.�790, 18.795
and 18.810.
Attached are the Site Plan, Vicinity Map and Applicant's Statement/Plans for your review. From
information supplied by various,departments and agencies and from other information available to our staff, a
report and recommendation will be prepared and a decision will be rendered on the proposal in the near
future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY:
DEGEMBER���2D03� You may use the space provided be ow or attac a separate etter to return your
commen s. ou are unable to res ond b the above date, please phone the staff contact noted above with
your commen s an con irm your comments in wri ing as soon as possible. If you have any questions,
contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223.
PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY:
_ We have reviewed the proposal and have no objections to it.
Please contact of our office.
— Please refer to the enc ose e er.
� Written comments provided below:
(�I�t..x�rtv v�G.�+ � ►tA-v� N-�14�Ra I�DoD �rtttNl.s Rao uu� sr�6t�RN s�►r}T � �M v�Rr
�.���rcERn�n A�aoU-r rttc F,�r r�+�-r rrs �taors co��Nr�E ���REss�v��y
t�tRO w.tr S V+c.k Elt�+�!►
��o�tsr �TEIPoRr �s Hn�
Name 8� Number of Person(s) Commenting: � ���
REQUEST FOR COMMENTS �m�T,o.Ro
Community�Development
ShapingA�Better Community
DATE: November 18,2003
T0: Brian Blalock,Commercial Plans Examiner
FROM: CitY of Tigard Planning Division
STAFF CONTACT: Brad Nilby,Associate Planner[x24341
Phone: [5031639-4111/Fax: [5031684T29]
COHDITIONAL USE PERMIT[CUPI 2003-00011/ADIUSTMENT[VARI 2003-00100
➢ TEMPLETON ELEMENTARY SCHOOL ADDITION Q
REQUEST: The applicant is requesting Conditional Use approval to add an 8,300 square foot addition to
the existing 51,030 square foot school, fo modify the parkin areas, and to add a fire access lane along the
north property line. The applicant is also seeking an AdJ'us�ment to reduce the required number of bicycle
stalls on site. LOCATION: 9500 SW Murdock Street; WCTM 2S111AC, Tax Lot 2901. ZONE: R-4.5:
Low-Density Residential District. The R-4.5 zoning district is designed to accommodate detached single-
family homes with or without accessory residential units at a minimum lot size of 7,500 square feet.
Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses
are also permitted conditionally. �4PPLICABLE REVIEW CRITERfA: Community Development Code
Chapters 18.330, 18.360, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755, 18,765, 18.790, 18.795
a nd 18.810.
Attached are the Site Plan, Vicinity Map and Applicant's Statement/Plans for your review. From
information supplied by various departments and agencies and from other information available to our staff, a
report and recommendation will be prepared and a decision will be rendered on the proposal in the near
future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY:
DEGEMBER,� "�'20Q3. You may use the space provided be ow or attac a separate etter to return your
commen s. ou are unable to res ond b the above date, please phone the staff contact noted above with
your commen s and con irm your comments in writing as soon as possible. If you have any questions,
contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223.
PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY:
� We have reviewed the proposal and have no objections to it.
Please contact of our office.
Please refer to the enc ose e er.
�_ Written comments provided below:
/ y�f/� C O N � L`�Z��' fZ C G-f�RD/N G-
�1C 1 T/N� �'�ol? T N� Cx�.s'�iiv G- GY�
/ ��G � AOaR,�s'.s ��C � �'�'�.� �v��ti��
,�(,/L�/�� ��9ti R�1�lC�v
Name & Number of Person(s) Commenting:��/�N ��(,4C� �/��Z���
� � REQUEST FOR COMMENTS CITYOFTIOARD
Community�DeveCopment
ShapingA BetterCommunity
DATE: Mouember 18,2003
T0: Dennis Koellermeier,Operatlons Mana9er/Water Department
FROM: Cit�ofTigardPlanningDivision REC�IVED PLANNING
STAFF CONTACT: Brad Nilby,Associate Pianner[xZ4341 D E C U 1 2003
Phone: [5031639-4111/Fax: [5031684-1291
CONDITIONAL USE PERMIT[CUPI 2003-00011/ADJUSTMENT[VARI 2003-00100
➢ TEMPLETON ELEMENTARY SCHOOL ADDITION Q
REQUEST: The applicant is requesting Conditional Use approval to add an 8,300 square foot addition to
the existing 51,030 square foot school, fo modify the parkin areas, and to add a fire access lane along the
north property line. The applicant is also seeking an AdJ'us�ment to reduce the required number of bicycle
stalls on site. LOCATION: 9500 SW Murdock Street; WCTM 2S111AC, Tax Lot 2901. ZONE: R-4.5:
Low-Density Residential District. The R-4.5 zoning district is designed to accommodate detached single-
family homes with or without accessory residential units at a minimum lot size of 7,500 square feet.
Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses
are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Communi� Development Code
Chapters 18.330, 18.360, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755, 1 ,765, 18.790, 18.795
and 18.810.
/�ttached are the Site Plan, Vicinity Map and Applicant's Statement/Plans for your review. From
information supplied by various.departments and agencies and from other information available to our staff, a
report and recommendation will be prepared and a decision will be rendered on the proposal in the near
future. If you wish to comment on this application, WE NEED"YOUR COMMENT�>�°,�ACK BY:
DECEMBER�2�tI�� You may use the space provided be ow or attac a separa e e er o re urn your
commen� ou are unable to res ond b the above date, please phone the staff contact noted above with
your commen s an con irm your comments in writing as soon as possible. If you have any questions,
contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223.
PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY:
_ We have reviewed the proposal and have no objections to it.
Please contact of our office.
Please refer to the enc ose e er.
� Written comments provided below:
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Name & Number of Person(s) Commenting:
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4 �Fl�'b p W—�
� REQUEST FOR COMMENTS CRYOFTIOARD
�'ommunity�DeveCopment
ShapingA Better Community
DATE: Nouember 18,2003
T0: lim Wolf.Ti9ard Police Department Crime Pre�entlon O�icer RECFIVED PLANNING
FROM: Cit�l of Ti9ard Planning Division Ut�: v � ��:�3
STAFF CONTACT: Brad IGIb11,Associate Planner[x24341 C��y OF TIGARD
Phone: [5031639�41T1/Fax: [5031684-1297
CONDITIOHAL USE PERMIT[CUPI 2003-00011/ADIUSTMENT[VARI 2003-00100
➢ TEMPLETON ELEMENTARY SCNOOL ADDITIONQ
REQUEST: The applicant is requesting Conditional Use approval to add an 8,300 square foot addition to
the existing 51,030 square foot school, fo modify the parkin areas, and to add a fire access lane along the
north property line. The applicant is also seeking an AdJ'us�ment to reduce the required number of bicycle
stalls on site. LOCATION: 9500 SW Murdock Street; WCTM 2S111AC, Tax Lot 2901. ZONE: R-4.5:
Low-Density Residential District. The R-4.5 zoning district is designed to accommodate detached single-
family homes with or without accessory residential units at a minimum lot size of 7,500 square feet.
Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses
are also permitted conditionally. aPPLICABLE REVIEW CRITERIA: Community Development Code
Chapters 18.330, 18.360, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755, 18,765, 18.790, 18.795
and 18.810.
Attached are the Site Plan, Vicinity Map and Applicant's Statement/Plans for your review. From
information supplied by various departments and agencies and from other information available to our staff, a
report and recommendation will be prepared and a decision will be rendered on the proposal in the near
future. If you wish to comment on this application, W . .ANEED YOUR COMMENTS 'BACK BY:
DECEMBER� ` You may use the space provided beow or attac a separate etter to return your
commen s. ou are unable to res ond b the above date, please phone the staff contact noted above with
your commen s an con irm your comments in writing as soon as possible. If you have any questions,
contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223.
PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY:
_ We have reviewed the proposal and have no objections to it.
Please contact of our office.
� Please refer to the enc ose e er.
_ Written comments provided below:
Re.q�e�'C a c,x>m��e�����, 1 �t�n exte.��ar� pl�a�1 . 1.., �.�,�n G S
�hy���u ean�' o+�n c,�ac�ntd A�.
Name & Number of Person(s) Commenting: J .�la\F XZSb�
� ,
REQUEST FOR COMMENTS CITYOFTI6ARD
Community[�eveCopment
Shaping A Better Community
DATE: November 18,2003
T0: PER AITACNED
FROM: Cit�of Ti9ard Plannin9 Diuision
STAFF CONTACT: Brad IGlby,Associate Planner[x24341
Phone: [5031639-4111/Fax: [5031684-1297
CONDITIONAL USE PERMIT[CUPI 2003-00011/ADIUSTMENT[VARI 2003-00100
➢ TEMPLETON ELEMENTARY SCHOOL ADDITION Q
REQUEST: The applicant is requesting Conditional Use approval to add an 8,300 square foot addition to
the existing 51,030 square foot school, fo modify the parkin areas, and to add a fire access lane along the
north property line. The applicant is also seeking an AdJ'us�ment to reduce the required number of bicycle
stalls on site. LOCATION: 9500 SW Murdock Street; WCTM 2S111AC, Tax Lot 2901. ZONE: R-4.5:
Low-Density Residential District. The R-4.5 zoning district is designed to accommodate detached single-
family homes with or without accessory residential units at a minimum lot size of 7,500 square feet.
Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses
are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code
Chapters 18.330, 18.360, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755, 18,765, 18.790, 18.795
and 18.810.
Attached are the Site Plan, Vicinity Map and Applicant's Statement/Plans for your review. From
information supplied by various,departments and agencies and from other information available to our staff, a
report and recommendation will be prepared and a decision will be rendered on the proposal in the near
future. If you wish to comment on this application, �N��::N�E�� �;;���:,:GC)MME1!��'���A�K `��(�
f�ECEMBER:�.2 :-��i�� You may use the space provided be ow or a ac a separate etter o re urn your
commen s. ou are unable to res ond b the above date, please phone the staff contact noted above with
your comments and con irm your comments in writing as soon as possible. If you have any questions,
contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223.
PLEASE CHECK THE F4LLt�W1(���l7EM�:THA�'./�PPL ����, . !
_ We have reviewed the proposal and have no objections to it.
Please contact of our office.
— Please refer to the enc ose e er.
= Written comments provided below:
Name & Number of Person(s) Commenting:
� , CITY .� TIGARD REQUEST FOR C0� FNTS
NOTIFICATION LIST FOR LAND USE & COMMUNITY DEVELOPMENT APPLICATIONS
FILE NOS.: �� � � FILE NAME: -� '
CITIZEN INVOLVEMENT TEAMS -
14-DAY PENDING APPLICATION NOTICE TO CIT AREA: ❑Central ❑East ❑5outh ❑West OProposal Descrip.in Library CIT Book
CITI(OFFlCES
_(.ONG RANGE PLANNING/8arbara Shields,Planning Mgr. COMMUNiTY DVLPMNT.DEPTJPIanning-Engineering Techs. . POLICE DEPTJJim Wolf,Crime Prevention Officer
BUILDING DIVISION/Gary Lampella,Building Official ENGINEERING DEPTJKim McMillan,Ovlpmnl.Review Engineer _VyATER DEPTJDennis Kcellertneier,Public Works Mgr.
�CITY ADMINISTRATION/Cathy Wheatley,City Recorder PUBLIC WORKSlJohn Roy,Property Manager _PUBLIC WORKS/Matt Stine,Urban Forester
�PLANNER—POST PROJECT SITE If A PUBLIC HEARING ITEM-10 BUSINESS DAYS PRIOR TO THE PUBIIC HEARINGI
SPECIALUISTRICTS
TUAL.HILLS PARK&REC.DIST.+� � TUALATIN VALLEY FIRE&RESCUE+� _ TUALATIN VALLEY WATER DISTRICT� _ CLEANWATER SERVICES+�
Planning Manager � Fire Marshall Administrative Office Lee WalkedSWM Program
15707 SW Waiker Road Washington County Fire District PO Box 745 155 N.First Avenue .
Beaverton,OR 97006 (place i�pick-up box) Beaverton,OR 97075 Hillsboro,OR 97124
LOCAL AND STATE IURISDICTIONS
CITY OF BEAVERTON� CITY OF TUALATIN � OR.DEPT.OF FISH 8 WILOLIFE OR.DIV.OF STATE LANDS
_ Planning Manager Planning Manager 2501 SW First Avenue Jennifer Goodridge
_ Irish Bunnell,o���.s�5 18880 SW Martinaui Avenue PO Box 59 775 Summer Street NE
PO Box 4755 Tuala6n,OR 97062 Portland,OR 97207 Salem,OR 97301-1279
Beaverton,OR 97076
_ OR.PUB.UTIUTIES COMM.
METRO-LAND USE 8 PLANNING+IF _OR.DEPT.OF GEO.&MINERAL IND. 550 Capitol Street NE
_ CITY OF DURHAM � 600 NE Grand Avenue 800 NE Oregon Street,Suite 5 Salem,OR 97310-1380
City Manager Portland,OR 97232-2736 Portland,OR 97232
PO Box 23483 Bob Knight,oauReso�.oece�ce��zc�> US ARMY CORPS.OF ENG.
Durham,OR 97281-3483 Paulette Allen,Giowt�ManapemMitCooNnalor OR.DEPT.OF LAND CONSERV.�DVLP Kathryn Harris
_ Mel Huie,GreenspxesCoordinaWr(CPAlZOA) Larry French�c�v.a�a�„�a�o�r,> Routing CENWP-OP-G
CITY OF KING CITY� _ Jennifer Budhabhatti,R�p����,�.twa��as> 635 Capitol 5treet NE,Suite 150 PO Box 2946
City Manager _ C.D.Manager,Growt�Manapement5ervices Salem,OR 97301-2540 Portland,OR 97208-2946
15300 SW 116th Avenue
King City,OR 97224 WASHINGTON COUNTY �
_ OR.DEPT.OF ENERGY�POwemes+n�real _OR.DEPT OF AVIATION�MOnoPotirowe�sl Dept.of Land Use&Transp.
Bonnevilie Power Administration Tom Highland,Pi�,�a,u 155 N.First Avenue
CITY OF LAKE OSWEGO � Routing TTRC—Attn: Renae Ferrera 3040 25th Street.SE Suite 350,MS 13
Planning Director PO Box 3621 Salem,OR 97310 Hillsboro.OR 97124
PO Box 369 Portiand,OR 97208-3621 Brent Curtis tcvn�
Lake Oswego,OR 97034 _Gregg Leion�ca�>
_ OR.DEPT.OF ENVIRON.QUALITY(DEQ) ODOT,REG�ON 1 � Anne LaMountain��cnn,Re�
CITY OF PORTLAND crawy ro�w�u�,a:aoe Po��e��o�+���> _Marah Danielson,oe„�,�.a�c��a�w� Phil Healy��cuuRa�
Planning Bureau Director Regional Administrator Cari Toland, Right-0f-Way Section N��� Steve Conway�c�n�.�
1900 SW 4`"Avenue,Suite 4100 2020 SW Fourth Avenue,Suite 40U 123 NW Flanders Sr.Cartographer,oP�,�,.
Portland,OR 97201 Portland,OR 97201-4987 Portland,OR 97209-4037 Jim Nims�zcn�Ms,s
_Doria Mateja�zcn�Ms ia
WA.CO.CONSOLIDATED COMMUNIC.AGENCY(WCCCA)"911"(Monopol�Torr�ro� ODOT,REGION 1 -DISTRICT 2A�
Dave Austin Jane Estes,a�soea��
PO Box 6375 5440 SW Westgate Drive,Suite 350
BeaveRon,OR 97007-0375 Portland,OR 97221-2414
UTILITY PROYIDERS ANO SPECIAL AGENCIES
PORTLAND WESTERN R/R,BURLINGTON NORTHERN/SANTA FE R/R,OREGON ELECTRIC R/R(Bunington Northern/Santa Fe R/R Predecessor)
RobeR I.Melbo,President&General Manager
110 W. 10th Avenue
Albany,OR 97321
SOUTHERN PACIFIC TRANS.CO.R!R METRO AREA COMMUNICATIONS COMCAST CABLE CORP. _TRI-MET TRAN5IT DVLPMT.
Clifford C.Cabe,Construction Engineer Debra Palmer�a�x�a�o�H� Randy Bice (Sw MpbeM�aCanYCt) (II Projecl is WRhin�4 Mile of a Transa Rou�e)
5424 SE McLoughlin Boulevard Twin Oaks Technology Center 14200 SW Brigadoon Court Ben Baldwin,Project Planner
Pqrtland,OR 97232 1815 NW 169th Place,S-6020 Beaverton,OR 97005 710 NE Holladay Street
Beaverton,OR 97006-4886 Portland,OR 97232
�PORTLAND GENERAL ELECTRIC NW NATURAL GA5 COMPANY VERIZON QWEST COMMUNICATIONS
�Ken Gutierrez,Svc.Design Consultant Scott Palmer,Engineering Coord. Ken Perdue,Engineering Patty Stambaugh,Engineering
9480 SW Bceckman Road 220 NW Second Avenue PO Box 1100 8021 SW Capitol Hill Rd,Rm 110
Wilsonville,OR 97070 Portland.OR 97209-3991 Beaverton,OR 97075-1100 Portland,OR 97219
- TIGARD/TUALATIN SCHOOL DIST.#23J BEAVERTON SCHOOL DIST.#48 COMCAST CABLE CORP. COMCAST CABLE CORP.
�Marsha Butler,AdministraGve Offices Jan Youngquist,Demographics Alex Silantiev c5..�.w�.N..��, Diana Carpenter,�a�.�d�,
6960 SW Sandburg Street 16550 SW Merlo Road 9605 5W Nimbus Avenue,Bidg. 12 3500 SW Bond Street
Tigard,OR 97223-8039 Beaverton,OR 97006-5152 Beaverton,OR 97008 Portland,OR 97232
+IF INDICATES AUTOMATIC NOTIFICATION IN COMPLIANCE WITH INTERGOVERNMENTAL AGREEMENT IF WITHIN 5�0'OF THE SUBJECT PROPERTr FOR ANTIALL
CITY PROJECTS(Project Planner Is Responsible For Indicating Parties To Hotify). n:+paityvnastersvtequest ForComments No�ecauon usi.d« (UPDATED: 17-Ju1-03)
(Also update:'i:�curpin�selupUabels�annezatlon_utilities and franchises.doc'when updaling this document)
gradley Kilby-Templeton Elementary Sch�^�Addition.doc Page 1
Tualatin Valley
Fire & Rescue
TUALATIN VALLEY FIRE & RESCUE • SOUTH DIVISION
COMMUNITY SEKVICES • OPERA'fIONS • FIRE PREVENTION
December 8,2003
Brad Kilby,Associate Planner
Ciry of Tigard
13125 SW Hall Blvd
� Tigard,OR 97223
Re: Templeton Elementary School Addition
Dear Brad, �
Thank you for the opportunity to review the proposed site plan surrounding the above named devclopment project.
Tualatin Valley Fire&Rescue endorses this proposal predicated on the following criteria and conditions of
approval:
1) Access roads shall be within l50 feet of all portions of the exterior wall of the first story of the building as measured
by an approved route around the exterior of the building. An approved turnaround is rcquircd if the remaining
distance to an approved intersecting roadway,as measured along the fire apparatus access road, is greater than
150 feet.(UFC Sec.902.2.1)
The proposed new frre apparatus access lane locatia:is approved. !f die proposed gate wiU be locked,it
sha[!be provided with a Knox brai�d pad[ock. Please contact the Fire Marsha!'s Office for an order for�n
I
2) Dead end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved turnaround. '
Diagrams of approved turnarounds are available from the fire district. (UFC Sec.902.2.2.4)
The proposed fire apparatus turnaround serving the fire lane is approved as submitted.
3) Fire apparatus access roads shall have an unobstructed width of not less than 20 feet(15 feet for one or two
dwelling units and out buildings),and an unobstructed vertical clearance of not less than 13 feet 6 inches.
! (UFC Sec.902.2.2.1)
' The dimensio�is of the proposed fire lane are approved witlr a widtk of I S feet.
4) Fire apparatus access roads shall be of an all-weather surface that is easily distinguishable from the surrounding area
and is capable of supporting not less than 12,500 pounds point load(wheel load)and 50,000 pounds live load
(gross vehicle weight).You may need to provide documentation from a registered engineer that the design will
be capable of supporting such loading. Documentation from a registered engineer that the finished construction
is in accordance with the approved plans or the requirements of the Fire Code may be requested.(Design
criteria on back)(UFC Sec.902.2.2)
5) Thc inside turning radius and outside turning radius shall be not less than 25 feet and 45 feet respectively,measured
from the same center point. (UFC Sec.902.2.2.3)—(See diagrams on back)
6) Where required,fire apparatus access roadway curbs shall be painted yellow xnd marked"NO PARKING FIRE
LANE"at each 25 feet. Lettering shall have a stroke of not less than one inch wide by six inches high.
Lettering shall be white on rcd or black on yellow background. (UFC Sec.901.4.5.2)
The fire lane shal!be provided with No Parking—Fire Lane signs aloirg its eietire le�igtlr a�id in t/re
turnaround.
7) The required fire flow fnr the building shall not exceed 3,000 gallons per minute(GPM)or the available GPM in the
I I
7401 SW Washo Court,Suitc 101•Tuala[in,Oregon 9C/�u'boT¢I.(503)612-7000•Fax(503)612-7003•www.[vfr.com
I
� ___--_ _. _
I3rad,ley_Kilby-Templeton Elementary Sch�-� Addition.doc Page 2
water delivery system at 20 psi,whichever is less. A worksheet for calculating the required fire flow is
available from the Fire Marshal's Office.(UFC Sec.903.3)
The minimrem required frre jTow for this project is I500 GPM at 20 psi. Fire Jlow verification shall be
provided prior to the issuance of constructiofr permits.
9) No portion of the exterior of a commercial building shall be located more than 250 fect from a fire hydrant when II
measured in an approved manner around the outside of the building and along an approved fire apparatus I
access roadway. Any hydrants that are left over from the minimum number of hydrant calculations may be full
filled by hydrants that are up to 500 feet from any point of the building. The fire Prevention Ordinance has
further requirements that need to be used for acceptance and placement of fire hydrants.(UFC Sec.903.4.2.1)
The proposed distribution and number of fire hydrants is approved as subnritted.
10) The minimum number of fire hydrants for a building shall be based on the required fire flow prior to giving credit
for fire protection systems divided by 1500. If the answer is equal to or greater than x.5 the next whole number
of hydrants shall be used. There shall not be less than 2 hydrants per building. (UFC Sec.903.4.2.1)
Considerations for placine fire hvdrants shall be as follows:
• Existing hydrants in the area may be used to meet the required number of hydrants;however,hydrants that are over
500 feet away from the nearest point of the subject building shall not contribute to the required number of
hydrants.
• Hydrants that are separated from the subject building by railroad tracks shall not contribute to the required number
of hydrants.
• Hydrants that are separated from the subject building by divided highway,freeway,or heavily traveled collector '
streets shall not contribute to the required number of hydrants. i
i
• Hydrants that are accessible only by a bridge shall be acceptable to contribute to the required number of hydrants �
only if approved by the Chief.
• Private hydrants or public hydrants that are on adjacent private property shall not contribute to the required number '
of hydrants for the subject building. i
Exceotion:The use of hydrants located on other private property may be considered if their locations and �
access are encumbered in a legal document(such as deed restriction)by the owners of the involved parcels
of property. The encumbrance may be lifted only after approvals by the Chief on behalf of the fire
department and any other governmental agencies that may require approval.
• When evaluating the placement of hydrants at apartment or industrial complexes the first hydrant(s)to be placed
shall be at the primary access and any secondary access to the site. After these hydrants have been placed other
hydrants shall be sited to meet the above requirements for spacing and minimum number of hydrants. (UFC
Sec.903.4.2.1.1)
11) Fire hydrants shall be located not more than 15 feet from an approved fire apparatus access roadway. (UFC Sec.
)03.4.2.4)
12) Fire hydrant locations shall be identified by the installation of reflective markers. The markers shall be blue. Thcy
shall be located adjacent and to the side of the centerline of the access road way that the fire hydrant is located
on. 1n case that there is no center line,then assume a centerline,and place the reflectors accordingly. (UFC
Sec.901.4.3)
13) A fire hydrant shall be located within 70 feet of a fire department connection(FDC). Fire hydrants and FDC's shall
be located on the same side of the fire apparatus access roadway.(UFC Sec.903.4.2.5)FDC locations shall be
approved by the Chief. (1996 Oregon Structural Specialty Code,Sec.)04.1.1)
14) Approved fire apparatus access roadways and fire fighting water supplies shall be installed and operational prior to
any other construction on the site or subdivision.(UFC Sec. 8704)
15) A Knox Box for building access is required for this building. Please contact the Fire Marshal's Office for an order
form and instructions regarding installation and placement.(UFC Sec.902.4)
16) A building survey and plans,in accordance with TVF&R Ordinance 99-01,Appendix lll-F,shall be submitted. A
Page 2 of 2
13radley Kilby-Templeton Elementary Sch�,�Addition.doc Page 3
copy of Appendix[II-F,the building survey form and the instructions are available on the Fire District web site
at www.tvfr.com. (UFC Appendix [II-F)
Please contact me at(503)G 12-7010 with any additional questions.
Sincerely,
Eric T. 1VIcMullen
Eric T. McMullen
Deputy Fire Marshal
,
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Page 2 of 2
MEMORANDUM
CITY OF TIGARD, OREGON
DATE: 01/05/04
TO: Brad Kilby, Associate Planner
FROM: Kim McMillan, Development Review Engineer���yv�
RE: CUP2003-00011 Templeton Elementary Addition
Access Management (Section 18.705.030.H)
Section 18.705.030.H.1 states that an access report shall be submitted with
all new development proposals which verifies design of driveways and
streets are safe by meeting adequate stacking needs, sight distance and
deceleration standards as set by ODOT, Washington County, the City and
AASHTO.
A new driveway, meeting current City standards, is proposed. Sight distance is
not at issue because the access is at the end of a dead-end street with no cross
traffic.
Section 18.705.030.H.3 and 4 states that the minimum spacing of driveways
and streets along a collector shall be 200 feet. The minimum spacing of
driveways and streets along an arterial shall be 600 feet. The minimum
spacing of local streets along a local street shall be 125 feet.
Does not apply to current street configuration.
Street And Utility Improvements Standards (Section 18.810�
Chapter 18.810 provides construction standards for the implementation of
public and private facilities and utilities such as streets, sewers, and
drainage. The applicable standards are addressed below:
Streets:
Improvements:
Section 18.810.030.A.1 states that streets within a development and streets
adjacent shall be improved in accordance with the TDC standards.
Section 18.810.030.A.2 states that any new street or additional street width
planned as a portion of an existing street shall be dedicated and improved
in accordance with the TDC.
ENGINEERING COMMENTS CUP2003-00011 Templeton Elementary Addition PAGE 1
Minimum Rights-of-Way and Street Widths: Section 18.810.030.E requires a
local street to have a 54 right-of-way width and 32-foot paved section. Other
improvements required may include on-street parking, sidewalks and
bikeways, underground utilities, street lighting, storm drainage, and street
trees.
This site lies adjacent to SW Murdock Street, which is classified as a local street
on the City of Tigard Transportation Plan Map. At present, there is approximately
50 feet of ROW, according to the most recent tax assessor's map. The
applicant's property lies perpendicular to the street right-of-way, therefore, no
ROW dedication is required.
SW Murdock is currently improved. In order to mitigate the impact from this
development, the applicant should construct a new driveway apron, per City of
Tigard design standards..
Future Street Plan and Extension of Streets: Section 18.810.030.F states
that a future street plan shall be filed which shows the pattern of existing and
proposed future streets from the boundaries of the proposed land division.
This section also states that where it is necessary to give access or permit a
satisfactory future division of adjoining land, streets shall be extended to the
boundary lines of the tract to be developed and a barricade shall be
constructed at the end of the street. These street stubs to adjoining
properties are not considered to be cul-de-sacs since they are intended to
continue as through streets at such time as the adjoining property is
developed. A barricade shall be constructed at the end of the street by the
property owners which shall not be removed until authorized by the City
Engineer, the cost of which shall be included in the street construction cost.
Temporary hammerhead turnouts or temporary cul-de-sac bulbs shall be
constructed for stub streets in excess of 150 feet in length.
The applicant has submitted an addendum to their application to address the block
length standards. The existing development of the school site and surrounding
neighborhood makes a street extension infeasible. The extent of the proposed
improvements also does not warrant street improvements at this time.
Street Alignment and Connections:
Section 18.810.030.H.1 states that full street connections with spacing of
no more than 530 feet between connections is required except where
prevented by barriers such as topography, railroads, freeways, pre-existing
developments, lease provisions, easements, covenants or other
restrictions existing prior to May 1, 1995 which preclude street
connections. A full street connection may also be exempted due to a
regulated water feature if regulations would not permit construction.
ENGINEERING COMMENTS CUP2003-00011 Templeton Elementary Addition PAGE 2
Section 18.810.030.H.2 states that all local, neighborhood routes and
collector streets which abut a development site shall be extended within
the site to provide through circulation when not precluded by
environmental or topographical constraints, existing development patterns
or strict adherence to other standards in this code. A street connection or
extension is precluded when it is not possible to redesign, or reconfigure
the street pattern to provide required extensions. Land is considered
topographically constrained if the slope is greater than 15% for a distance
of 250 feet or more. In the case of environmental or topographical
constraints, the mere presence of a constraint is not sufficient to show that
a street connection is not possible. The applicant must show why the
constraint precludes some reasonable street connection.
The applicant's addendum addresses this issue. The existing school site
development and surrounding neighborhood development precludes providing
through circulation.
Cul-de-sacs: 18.810.030.L states that a cul-de-sac shall be no more than 200
feet long, shall not provide access to greater than 20 dwelling units, and shall
only be used when environmental or topographical constraints, existing
development pattern, or strict adherence to other standards in this code
preclude street extension and through circulation:
• All cul-de-sacs shall terminate with a turnaround. Use of turnaround
configurations other than circular, shall be approved by the City Engineer;
and
• The length of the cul-de-sac shall be measured from the centerline
intersection point of the two streets to the radius point of the bulb, and
• If a cul-de-sac is more than 300 feet long, a lighted direct pathway to an
adjacent street may be required to be provided and dedicated to the
City.
The scope of this project does not warrant the construction of a cul-de-sac at this
time.
Block Designs - Section 18.810.040.A states that the length, width and shape
of blocks shall be designed with due regard to providing adequate building
sites for the use contemplated, consideration of needs for convenient
access, circulation, control and safety of street tra�c and recognition of
limitations and opportunities of topography.
Block Sizes: Section 18.810.040.B.1 states that the perimeter of blocks
formed by streets shall not exceed 1,800 feet measured along the right-of-
way line except:
• Where street location is precluded by natural topography, wetlands or
other bodies of water or, pre-existing development or;
ENGINEERING COMMENTS CUP2003-00011 Templeton Elementary Addition PAGE 3
• For blocks adjacent to arterial streets, limited access highways, major
collectors or railroads.
• For non-residential blocks in which inte�nal public circulation provides
equivalent access.
PLANNING
Section 18.810.040.B.2 also states that bicycle and pedestrian connections
on public easements or right-of-ways shall be provided when full street
connection is not possible. Spacing between connections shall be no
more than 330 feet, except where precluded by environmental or
topographical constraints, existing development patterns, or strict
adherence to other standards in the code.
PLANNING
Lots -Size and Shape: Section 18.810.060(A) prohibits lot depth from being
more than 2.5 times the average lot width, unless the parcel is less than 1.5
times the minimum lot size of the applicable zoning district.
PLANNING
Lot Frontage: Section 18.810.060(B) requires that lots have at least 25 feet of
frontage on public or private streets, other than an alley. In the case of a land
partition, 18.420.050.A.4.c applies, which requires a parcel to either have a
minimum 15-foot frontage or a minimum 15-foot wide recorded access
easement. In cases where the lot is for an attached single-family dwelling
unit, the frontage shall be at least 15 feet.
PLANNING
Sidewalks: Section 18.810.070.A requires that sidewalks be constructed to
meet City design standards and be located on both sides of arterial,
collector and local residential streets. Private streets and industrial streets
shall have sidewalks on at least one side.
There are existing sidewalks on the school site.
Sanitary Sewers:
Sewers Required: Section 18.810.090.A requires that sanitary sewer be
installed to serve each new development and to connect developments to
existing mains in accordance with the provisions set forth in Design and
Construction Standards for Sanitary and Surface Water Management (as
adopted by Clean Water Services in 1996 and including any future
revisions or amendments) and the adopted policies of the comprehensive
plan.
ENGINEERING COMMENTS CUP2003-00011 Templeton Elementary Addition PAGE 4
Over-sizing: Section 18.810.090.0 states that proposed sewer systems
shall include consideration of additional development within the area as
projected by the Comprehensive Plan.
The applicant has stated that no additional sewer capacity is required to serve
the proposed improvements.
Storm Drainage:
General Provisions: Section 18.810.100.A requires developers to make
adequate provisions for storm water and flood water runoff.
Accommodation of Upstream Drainage: Section 18.810.100.0 states that a
culvert or other drainage facility shall be large enough to accommodate
potential runoff from its entire upstream drainage area, whether inside or
outside the development. The City Engineer shall approve the necessary
size of the facility, based on the provisions of Design and Construction
Standards for Sanitary and Surface Water Management (as adopted by
Clean Water Services in 2000 and including any future revisions or
amendments).
The site slopes downward to the southeast. There are no upstream drainage
areas impacting this site, as most of the area upstream is developed and runoff
from impervious areas is collected on those sites.
Effect on Downstream Drainage: Section 18.810.100.D states that where it
is anticipated by the City Engineer that the additional runofF resulting from
the development will overload an existing drainage facility, the Director and
Engineer shall withhold approval of the development until provisions have
been made for improvement of the potential condition or until provisions
have been made for storage of additional runoff caused by the
development in accordance with the Design and Construction Standards
for Sanitary and Surtace Water Management (as adopted by Clean Water
Services in 2000 and including any future revisions or amendments).
In 1997, Clean Water Services (CWS) completed a basin study of Fanno Creek
and adopted the Fanno Creek Watershed Management Plan. Section V of that
plan includes a recommendation that local governments institute a stormwater
detention/effective impervious area reduction program resulting in no net
increase in storm peak flows up to the 25-year event. The City will require that
all new developments resulting in an increase of impervious surfaces provide
onsite detention facilities, unless the development is located adjacent to Fanno
Creek. For those developments adjacent to Fanno Creek, the storm water runoff
will be permitted to discharge without detention.
ENGINEERING COMMENTS CUP2003-00011 Templeton Elementary Addition PAGE 5
The applicant's engineer has indicated that an underground ADS pipe storage
system will be installed to provide detention.
ADDITIONAL CITY AND/OR AGENCY CONCERNS WITH STREET AND
UTILITY IMPROVEMENT STANDARDS:
Traffic Study Findings:
Fire and Life Safety:
Public Water System:
The applicant has indicated that there will be no impact to the water system as a
result of this development.
Storm Water Quality:
The City has agreed to enforce Surface Water Management (SWM)
regulations established by Clean Water Services (CWS) Design and
Construction Standards (adopted by Resolution and Order No. 00-7) which
require the construction of on-site water quality facilities. The facilities
shall be designed to remove 65 percent of the phosphorus contained in 100
percent of the storm water runoff generated from newly created impervious
surfaces. In addition, a maintenance plan shall be submitted indicating the
frequency and method to be used in keeping the facility maintained
through the year.
Prior to issuance of building permit, the applicant shall submit plans and
calculations for a water quality facility that will meet the intent of the CWS Design
Standards. In addition, the applicant shall submit a maintenance plan for the
facility that must be reviewed and approved by the City prior to construction.
To ensure compliance with Clean Water Services design and construction
standards, the applicant shall employ the design engineer responsible for the
design and specifications of the private water quality facility to perform
construction and visual observation of the water quality facility for compliance
with the design and specifications. These inspections shall be made at
significant stages throughout the project and at completion of the construction.
Prior to final building inspection, the design engineer shall provide the City of
ENGINEERING COMMENTS CUP2003-00011 Templeton Elementary Addition PAGE 6
Tigard (Inspection Supervisor) with written confirmation that the water quality
facility is in compliance with the design and specifications.
The proposed unit from Stormwater Management is acceptable, provided the
property owner agrees to hire the manufacturer (or approved equal) to provide
the required maintenance of the unit. Prior to a final building inspection, the
applicant shall demonstrate that they have entered into a maintenance agreement
with Stormwater Management, or another company that demonstrates they can
meet the maintenance requirements of the manufacturer.
Site Permit Required:
The applicant is required to obtain a Site Permit from the Building Division to
cover all on-site private utility installations (water, sewer, storm, etc.) and
driveway construction. This permit shall be obtained prior to approval of the final
plat.
Recommendations:
THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO
ISSUANCE OF THE SITE PERMIT:
Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642)
for review and approval:
. Prior to issuance of a site permit, a Public Facility Improvement (PFI) permit
is required for this project to cover the driveway apron and any other work in
the public right-of-way. Six (6) sets of detailed public improvement plans
shall be submitted for review to the Engineering Department. NOTE: these
plans are in addition to any drawings required by the Building Division and
should only include sheets relevant to public improvements. Public Facility
Improvement (PFI) permit plans shall conform to City of Tigard Public
Improvement Design Standards, which are available at City Hall and the
City's web page (www.ci.tigard.or.us).
. The PFI permit plan submittal shall include the exact legal name, address
and telephone number of the individual or corporate entity who will be
designated as the "Permittee", and who will provide the financial assurance
for the public improvements. For example, specify if the entity is a
corporation, limited partnership, LLC, etc. Also specify the state within which
the entity is incorporated and provide the name of the corporate contact
ENGINEERING COMMENTS CUP2003-00011 Templeton Elementary Addition PAGE 7
person. Failure to provide accurate information to the Engineering
Department will delay processing of project documents.
. The applicant shall provide an on-site water quality facility as required by
Clean Water Services Design and Construction Standards (adopted by
Resolution and Order No. 00-7). Final plans and calculations shall be
submitted to the Engineering Department (Kim McMillan) for review and
approval prior to issuance of the site permit. In addition, a proposed
maintenance plan shall be submitted along with the plans and calculations
for review and approval.
THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO A FINAL
BUILDING INSPECTION:
Submit to the Engineering Department(Kim McMillan, 639-4171, ext. 2642)
for review and approval:
. Prior to a final building inspection, the applicant shall complete the required
public improvements, obtain conditional acceptance from the City, and
provide a one-year maintenance assurance for said improvements.
. Prior to final building inspection, the applicant shall provide the City with as-
built drawings of the public improvements as follows: 1) 3 mil mylar, 2) a
diskette of the as-buitts in "DWG"format, if available; otherwise "DXF"will be
acceptable, and 3) the as-built drawings shall be tied to the City's GPS
network. The applicant's engineer shall provide the City with an electronic
file with points for each structure (manholes, catch basins, water valves,
hydrants and other water system features) in the development, and their
respective X and Y State Plane Coordinates, referenced to NAD 83 (91).
. To ensure compliance with Clean Water Services design and construction
standards, the applicant shall employ the design engineer responsible for
the design and specifications of the private water quality facility to perForm
construction and visual observation of the water quality facility for
compliance with the design and specifications. These inspections shall be
made at significant stages, and at completion of the construction. Prior to
final building inspection, the design engineer shall provide the City of
Tigard (Inspection Supervisor) with written confirmation that the water
quality facility is in compliance with the design and specifications. Staff
Contact: Hap Watkins, Building Division.
. Prior to a final building inspection, the applicant shall demonstrate that they
have entered into a maintenance agreement with Stormwater Management,
or another company that demonstrates they can meet the maintenance
ENGINEERING COMMENTS CUP2003-00011 Templeton Elementary Addition PAGE 8
requirements of the manufacturer, for the proposed onsite storm water
treatment facility.
ENGINEERING COMMENTS CUP2003-00011 Templeton Elementary Addition PAGE 9
. ,,.
AFFIDAVIT OF POSTING NOTICE OF A LAND USE PROPOSAL
IMPORTANT NOTICE: THIS AFFIDAVIT MUST BE ACCOMPANIED BY A COPY OF THE NOTICE THAT WAS POSTED
ON THE SITE.
In the Matter of the Proposed Land Use Applications for:
Land Use File Nos.: CUP2003-00011NAR2003-00100
Land Use File Name: TEMPLETON ELEMENTARY SCHOOL ADDITION
I, Brad Kilby, Associate Planner for the City of Tiqard, do affirm that I posted notice of the land use
proposal affecting the land located at (state the approximate location(s) IF no address(s) and/or tax
lot(s) currentlyregistered) ���� ��� t�ft��:,r��-k_ ��++�c;r T�, �'C`�i , and
did personally post notice of the Public Hearing on the proposed land use application(s) by means of
weatherproof posting in the general vicinity of the affected territory, a copy of said notice being
hereto attached and by reference made a part hereof, on the ��day of �11n���-�. l< ; , 2003.
:;r:r�'_'_r..� r� ���� "-.
Signature of Per on Who PerForme Posting
(In the presence of the Notary)
(THIS SECTION FOR A STATE OF OREGON, NOTARY PUBLIC TO COMPLETE/NOTARIZE)
STATE OF OREGON )
County of Washington ) ss.
Subscribed and sworn/affirmed before me on the � / day of /VOf�� b�f , 20 03 ,
-�' OFFICIALSEAL
KRISTIE J PEERMAN � ' �
'`' NOTARY PUBLIC-0REGON
:
COMMISSION N0.370962
MY COMMISSION EXPIRES JULY 28,2007 NOTARY PUBLIC OREGON
My Commission Expires: 7���/� ,7
h:llogin\patty\masterslaffidavit of posting for applicant to post public hearing.doc
NOTICE � F PUBLIC HEARING .
The following will be considered by the Ti ard Hearin s Officer on Monda Janua 12 2004 at 7:00 PM at the
Tigard Civic Center - Town Hall, 1312 a v ., igar , regon. o pu ic ora an wri en es imony is.
invited.
The public hearing on this matter will be conducted in accordance with the Tigard Municipal Code and the rules of
�rocedure adopted by the Council and available at City Hall or the rules of procedure set forth in Chapter 18.390.
estimony may be submitted in writing prior to or at the public hearing or verbally at the public hearing only. Failure
to raise an issue in person or by letter at some point prior to.the close of the hearing accompanied by statements or
evidence sufficient to afford the decision-maker an opportunity to respond to the issue precludes appeal to the Land
Use Board of Appeal based on that issue. Failure to specify the criterion from the Community.Development Code or
Comprehensive Plan at which a comment is directed precludes an appeal based on that criterion.
A copy of the application .and all documents and evidence submitted by or on behalf of the applicant. and the
applicable criteria are available for inspection at no cost. A copy of the staff report will be made available for
inspection at no cost at least seven (7) days prior to the hearing, and copies for all items can also be provided at a
reasonable cost.
Further information may be obtained from the Planning Division staff contact: Brad Kilb at 13125 SW Hall
Blvd., Tigard, Oregon 97223, by calling 503-639-4171 , or by email o ra ey ci. igar .or.us.
CONDITIONAL USE PERMIT (CUP) 2003-0001 I/ADJUSTMENT (VAR) 2003-00100
REQUEST: The applicant is requesting Conditional Use approval to add an 8,300 square foot
addition to the existing 51 ,030 square foot school, to modify the parking areas, and to add a fire
access lane along the north property line. The applicant is also seeking an Adjustment to
reduce the required number of bicycle stalls on site. LOCATION: 9500 SW Murdock Street;
WCTM 2S111AC, Tax Lot 2901 . ZONE: R-4.5: Low-Density Residential District. The R-4.5
zoning district is designed to accommodate detached single-family homes with or without
accessory residential units at a minimum lot size of 7,500 square feet. Duplexes and attached
single-family units are permitted conditionally. Some civic and institutional uses are also
permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code
Chapters 18.330, 18.360, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755, 18,765,
18.790, 18.795 and 18.810.
QFFIDAVIT OF MAILING CITYOFTIGARD
Comrr�ui:ity�DeceC�pment
,SfwpingA Better�ommu�iity
I, 2�atricra L. Gu�d, being first duly sworn/affirm, on oath depose and say that I am a SeniorA�lministrative SpeciaCut for
the City of 7'rgar �Was(cington County, Oregon and that I served the following:
{Check Appropnate Box�s)Beiow}
� NOTICE OF PUBLIC HEARINC FOR: �i fUP2003-0001 I/VAR�003-00100 — TEMPLETON EIEMENTARY SCHOOL ADDITION
(File No/Name Reference)
HEARING BODY: HEARING DATE:
City of Tigard Planning Director
Tigard Hearings Officer (1/12/2004)
Tigard Planning Commission
Tigard City Council
A copy of the said notice being hereto attached, marked Exhlbit"A",and by reference made a part hereof, was mailed to
each named person(s) at the address(s) shown on the attached list(s), marked E1(hlblt"B", and by reference made a part
hereof, on December 19,2003, and deposited in the United States Mail on December 19,2003, postage prepaid.
_ , O��L..�
(Person at P re otic
S7,A2E O�F'O�C'j0?Ir
C�`ity of�I'�gartf T�� �
�
Subscribed and sworn/affi ed before me on the �� day of , 200�.
�• OFFICIAL SEAL
`'�' J BENGTSON
' NOTARY PUBUGOREGON
COMMISSION NO.368086
MY COMMISSION EXPIRES APR.27,2007
My Commission Expires: � �
� EXHIBIT �
NOTICE TO MORTGAGEE, LIENHOLDER,VENDOR OR SELLER:
THE TIGARD DEVELOPMENT CODE REQUIRES THAT IF YOU RECEIVE THIS NOTICE,
IT SHALL BE PROMPTLY FORWARDED TO THE PURCHASER.
CITY Of TIGARD
Comnu�nNy�Ue�rlo�ntettt
CITY OF TIGARD s�°p=„°�`ae"e��°„"„u"'`y
PUBLIC HEARING NOTICE
NOTICE IS HEREBY GIVEN THAT THE TIGARD HEARINGS OFFICER, AT A MEETING ON MONDAY
JANUARY 12, 2004 AT 7:00 PM, IN THE TOWN HALL OF THE TIGARD CIVIC CENTER AT 13125 SW
HALL BOULEVARD, TIGARD, OREGON 97223 WILL CONSIDER THE FOLLOWING APPLICATION:
Fi�E Nos.: CONDITIONAL USE PERMIT (CUP) 2003-0001 I
ADJUSTMENT (VAR) 2003-00100
FILE TITLE: TEMPLETON ELEMENTARY SCHOOL ADDITION
APPLICANT/ Tigard-Tualatin School District No. 23J
OWNER: Atfn: Stephen Poage
6960 SW Sandburg Street
Tigard, OR 97223
APPLICANT'S Ed Murphy & Associates
REP.: Attn: Ed Murphy
9875 SW Murdock Street
Tigard, OR 97224
REQUEST: The applicant is requesting Conditional Use approval to add an 8,300 square foot
addition to the existing 51,030 square foot school, to modify the parking areas,
and to add a fire access lane along the north property line. The applicant is also
seeking an Adjustment to reduce the required number of bicycle stalls on site.
LOCATION: 9500 SW Murdock Street; WCTM 2S111AC, Tax Lot 2901.
ZONE: R-4.5: Low-Density Residential District. The R-4.5 zoning district is designed to
accommodate detached single-family homes with or without accessory
residential units at a minimum lot size of 7,500 square feet. Duplexes and
attached single-family units are permitted conditionally. Some civic and
institutional uses are also permitted conditionally.
APPLICABLE
REVIEW
CRITERIA: Community Development Code Chapters 18.330, 18.360, 18.370, 18.390, 18.510,
18.705, 18.725, 18.745, 18.755, 18,765, 18.790, 18.795 and 18.810.
THE PUBLIC HEARING ON THIS MATTER WILL BE CONDUCTED IN ACCORDANCE WITH THE RULES OF
CHAPTER 18.390 OF THE COMMUNITY DEVELOPMENT CODE AND RULES OF PROCEDURES ADOPTED BY
THE TIGARD CITY COUNCIL AND AVAILABLE AT CITY HALL.
ASSISTIVE LISTENING DEVICES ARE AVAILABLE FOR PERSONS WITH IMPAIRED HEARING. THE CITY WILL
ALSO ENDEAVOR TO ARRANGE FOR QUALIFIED SIGN LANGUAGE INTERPRETERS AND QUALIFIED
BILINGUAL INTERPRETERS UPON REQUEST. PLEASE CALL (503) 639-4171, EXT. 2438 (VOICE) OR (503)
684-2772 (TDD - TELECOMMUNICATIONS DEVICES FOR THE DEAF) NO LESS THAN ONE WEEK PRIOR TO
THE HEARING TO MAKE ARRANGEMENTS.
ANYONE WISHING TO PRESENT WRITTEN TESTIMONY ON THIS PROPOSED ACTION MAY DO SO IN
WRITING PRIOR TO OR AT THE PUBLIC HEARING. ORAL TESTIMONY MAY BE PRESENTED AT THE PUBLIC
HEARING. AT THE PUBLIC HEARING, THE HEARINGS OFFICER WILL RECEIVE A STAFF REPORT
PRESENTATION FROM THE CITY PLANNER, OPEN THE PUBLIC HEARING, AND INVITE BOTH ORAL AND
WRITTEN TESTIMONY. THE HEARINGS OFFICER MAY CONTINUE THE PUBLIC HEARING TO ANOTHER
MEETING TO OBTAIN ADDITIONAL INFORMATION OR CLOSE THE PUBLIC HEARING AND TAKE ACTION ON
THE APPLICATION.
IF A PERSON SUBMITS EVIDENCE IN SUPPORT TO THE APPLICATION LESS THAN SEVEN (7) DAYS PRIOR
TO THE PUBLIC HEARING, ANY PARTY IS ENTITLED TO REQUEST A CONTINUANCE OF THE HEARING. IF
THERE IS NO CONTINUANCE GRANTED AT THE HEARING, ANY PARTICIPANT IN THE HEARING MAY
REQUEST THAT THE REC�RD REMAIN OPEN FOR AT LEAST SEVEN (7) DAYS AFTER THE HEARING. A
REQUEST THAT THE RECORD REMAIN OPEN CAN BE MADE ONLY AT THE FIRST EVIDENTIARY HEARING
(ORS 197.763(6).
INCLUDED IN THIS NOTICE IS A LIST OF APPROVAL CRITERIA APPLICABLE TO THE REQUEST FROM THE
TIGARD COMMUNITY DEVELOPMENT CODE AND THE TIGARD COMPREHENSIVE PLAN. APPROVAL OR
DISAPPROVAL OF THE REQUEST BY THE HEARINGS OFFICER WILL BE BASED UPON THESE CRITERIA AND
THESE CRITERIA ONLY. AT THE HEARING IT IS IMPORTANT THAT COMMENTS RELATING TO THE
REQUEST PERTAIN SPECIFICALLY TO THE APPLICABLE CRITERIA LISTED.
FAILURE TO RAISE AN ISSUE IN PERSON OR BY LETTER AT SOME POINT PRIOR TO THE CLOSE OF THE
HEARING ON THE REQUEST ACCOMPANIED BY STATEMENTS OR EVIDENCE SUFFICIENT TO ALLOW THE
HEARINGS AUTHORITY AN OPORTUNITY TO RESPOND TO THE ISSUE PRECLUDES AN APPEAL TO THE
LAND USE BOARD OF APPEALS BASED ON THAT ISSUE.
ALL DOCUMENTS AND APPLICABLE CRITERIA IN THE ABOVE-NOTED FILE ARE AVAILABLE FOR
INSPECTION AT NO COST OR COPIES CAN BE OBTAINED FOR TWENTY-FIVE CENTS (25G) PER PAGE, OR
THE CURRENT RATE CHARGED FOR COPIES AT THE TIME OF THE REQUEST. AT LEAST SEVEN (7) DAYS
PRIOR TO THE HEARING, A COPY OF THE STAFF REPORT WILL BE AVAILABLE FOR INSPECTION AT NO
COST, OR A COPY CAN BE OBTAINED FOR TWENTY-FIVE CENTS (25C) PER PAGE, OR THE CURRENT RATE
CHARGED FOR COPIES AT THE TIME OF THE REQUEST.
FOR FURTHER INFORMATION PLEASE CONTACT THE STAFF PLANNER BRAD KILBY AT (503)
639-4171, TIGARD CITY HALL, 13125 SW HALL BOULEVARD, TIGARD, OREGON 97223, OR BY E-MAIL TO
bradley@ci.tigard.or.us.
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ALEXANDER RONALD E&MARY T BELKNAP'HAMILTON R EXHIBIT �
9715 SW MURDOCK ST BARBARA J
TIGARD,OR 97223 14635 SW 92ND AVE
TIGARD,OR 97223
2S111DB-14000 2S111AC-00200
ALZGAL JAMAL M 8 BETTS TERRY LEE
NISREEN M 14660 SW 91ST AVE
15065 SW DAWN CT TIGARD,OR 97223
TIGARD,OR 97224
2S 111 AC-00900 2S 111 BD-02900
AMOS PAUL D&EVELYN F BLANKENSHIP LARRY W AND
14655 5W 91ST AVE MARIE E
TIGARD,OR 97224 9725 SW MURDOCK
TIGARD,OR 97223
2S111D8-14300 2S111D8-13700
ARNETT JOAN L 8 MICHAEL G TRS BLOOM KRISTAL F
16995 SW ARBUTUS DR 15015 SW DAWN CT
BEAVERTON,OR 97007 TIGARD,OR 97224
2S 111 D B-04200 2S 111 AC-07 700
ASTRUP BERT R&JOYCE F BOLEYN NORMAN F AND CANDACE A
9105 SW SUMMERFIELD COURT 14575 SW 92ND AVE
TIGARD,OR 97224 TIGARD,OR 97224
2S111DB-13000 2S111AC-04500
AVERSANO CHERYL BORJA DION1510 C&
15134 SW 96TH AVE FLORES DELIA M
TIGARD,OR 97224 14885 SW HEIDI CT
TIGARD,OR 97224
2S111AC-04400 2S111AC-04000
BARKER WILMA G& BRUCE GEORGE W 8 VIRGINIA D
BARKER JOAN D 17600 NE 230TH ST
14895 SW HEIDI CT BATTLE GROUND,WA 98604
TIGARD,OR 97224
2S 111 AC-05400 2S 111 AC-05000
BARTLETT JAMES E&LISA A BULLOCK DEAN&DEBRA
14880 SW 92ND 14770 SW 92ND AVE
TIGARD,OR 97224 TIGARD,OR 97224
2S111D6-13400 2S111AD-13500
BEACON HOMES NW INC CAMERON DUNCAN D&DEBORAH K
PO BOX 407 17984 FREDERICK LN
WILSONVILLE,OR 97070 SHERWOOD,OR 97140
2S111DB-13100 2S111BD-00400
BEGAN KENNETH R&SHEILA CANNARD NICHOLAS WALERIE K
9495 SW SATTLER 9720 SW MURDOCK
TIGARD,OR 97224 TIGARD,OR 97224
2S111AC-00800 2S111BD-02600
CARNEY GILBERT W JANET E DAVIS WAVERLEY L AND
14625 SW 91ST AVE SHEILA F
TIGARD,OR 97223 PO BOX 23053
TIGARD,OR 97281
2S 111 AC-02200 2S 111 AC-05600
CHAVEZ GLORIA A DEBERNARDIS AMO TR&JESSIE G
BY DELOIS A WOMACK 14930 SW 92ND AVE
14725 SW 92ND AVE TIGARD,OR 97224
TIGARD,OR 97224
2S111AD-14400 2S111DB-14200
CHIAPUZIO DOUGLAS SlBARBARA A DIAZ GUADALUPE AND
14921 SW 91 ST AVE BARBARA H
TIGARD,OR 97224 65-1692 KOHALA MTN RD
KAMUELA,HI 96743
2S111CA-13400 2S711AG04900
COLLINS KELLY& DRAGON MATTHEW H III AND
FRASER-COLLINS KAREN PAMELAA
9670 SW DARMEL CT 14740 SW 92ND AVE
TIGARD,OR 97224 TIGARD,OR 97224
2S111AC-05500 2S111AC-03800
CORNETT JOSEPH E JR&TAMMY L DRAKE KATHLEEN A
14900 SW 92ND AVE 15005 SW LESLIE CT
TIGARD,OR 97224 TIGARD,OR 97224
2S111BD-00401 2S111AC-00300
COX THOMAS W DRESSEL LEONARD W G J
COX BEVERLY J 14630 SW 91ST
14860 SW 96TH TIGARD,OR 97223
TIGARD,OR 97223
2S111AC-01800 2S1116D-00605
CRAWFORD ANTHONY E EARL DAVID L SR&GEORGANN M
14605 SW 92ND AVE 15025 SW 96TH AVE
TIGARD,OR 97224 TIGARD,OR 97224
2S111CA-13800 2S1'11BD-00402
CURTISS GORDON P& EMMI JOSEPH S&
ASHTON JULIANNE M SHIH-EMMI YAMIN MONICA
9725 SW SATTLER ST 9650 SW MURDOCK ST
TIGARD,OR 97224 TIGARD,OR 97224
2S111DB-11800 2S1116D-00408
DANFORTH WILLIAM H 8 ENDICOTT CAROL ANN
DANFORTH KATHY E 9585 SW MURDOCK ST
15205 SW 94TH AVE TIGARD,OR 97224
TIGARD,OR 97224
2S 111 DB-05900 2S 111 CA-00200
DARCY MARIE ANNE FAHEY MARK J
15220 SW ALDERBROOK CT 9650 SW SATTLER ST
TIGARD,OR 97224 TIGARD,OR 97224
2S111AD-14700 2S111AD-14300
FLEMING DIANE HARBURY HENRY K 8
14795 SW 91 ST AVE SUSAN F
TiGARD,OR 97224 14933 SW 91ST AVE
TIGARD,OR 97224
2S111CA-11200 2S111AD-13800
FREAD JAMES R 8 DEBORAH J HARRIS ROBERT RAY
9532 SW SATTLER ST 15061 SW 91ST AVE
TIGARD,OR 97223 TIGARD,OR 97224
2S111AD-14100 2S111AC-05100
FRIDAY ROBERT LYLE JR 8 SCHELLE HARTMAN DAVID&
14957 SW 91ST AVE HARTMAN JO RENEE
TIGARD,OR 97223 14800 5W 92ND AVE
TIGARD,OR 97224
2si�icA-�s�oo 2S117AD-14500
FURLOTT ELIZABETH L/RODNEY C HATFIELD BARRY D AND
9685 5W SATTLER ST DEBORAH C
TIGARD,OR 97224 14827 SW 91ST CT
TIGARD,OR 97224
2S111AD-14800 2S711DB-04900
FUSICK MARK E 8 JONI W HENKELMAN NORMAN B
14783 SW 91 ST AVE 15207 SW ALDERBROOK PL
TIGARD,OR 97224 TIGARD,OR 97224
2S1110B-04000 2S711AC-05800
GEORGE RUTH M HESTON DIANNA NOEL
9165 SW SUMMERFIELD CT 15010 SW 92ND AVE
TIGARD,OR 97224 TIGARD,OR 97223
2S111D6-12000 2S111AD-73600
GREENWOOD JO ANNE HOUGHTON FAMILY LLC
15225 SW 94TH BY HOUGHTON RAYMOND C II&
TIGARD,OR 97224 CAROLYN B
322 STH ST
LAKE OSWEGO,OR 97034
2S111AC-01400 2S171AD-13700
GRIMMELL CLIFFORD C&FAYE A HUBBELL KIMBERLY A REV TRUST
14560 SW 92ND AVE BY KIMBERLY A HUBBELL TR
TIGARD,OR 97224 15073 SW 91ST AVE
TIGARD,OR 97224
2S111CA-13200 2S111DB-12900
HAMMER LEON C&KARIN IFORD JOHN REID 8
9565 SW SATTLER SHIRLEY
TIGARD,OR 97224 15070 SW 96TH AVE
TIGARD,OR 97224
25111CA-13600 2S117BD-00601
HANSON BRYAN LEE 8�HELEN TR JOHNSON KENNETH AND
9645 SW SATTLER DEBORAH
TIGARD,OR 97224 9695 DARMEL COURT
TIGARD,OR 97223
2S111CA-13500 2S111DB-14100
JOHNSON KURT D LACEY THOMAS RICHARD
9640 SW DARMEL CT 15070 SW 92ND AVE
TIGARD,OR 97224 TIGARD,OR 97224
25111D8-11900 2S171AC-05700
JONES RICHARD NEWTON JR LAMMERS WAYNE P 8 CHERYL
15215 SW 94TH AVE 14960 SW 92ND AVE
TIGARD,OR 97224 TIGARD,OR 97224
2S111D6-04700 2S111DB-06200
KAUFMAN ELVIRA B LANGE CONRAD PHILLIP&
15222 SW ALDERBROOK PLACE LEOLA PEARL
TIGARD,OR 97224 15225 SW ALDERBROOK CT
TIGARD,OR 97224
2S 111 AC-02802 2S 111 BD-02400
KELLEHER PHILLIP M/BARABARAJ LAWRENCE DON R&MERLYN J
PO BOX 23023 9720 SW PEMBROOK ST
TIGARD,OR 97223 TIGARD,OR 97224
2S 111 DB-13300 25111 AC-04200
KESSLER JULIUS B TRUSTEE LEWIS JAMES D/PAMELA L
9425 SW SATTLER ST 14965 SW LESLIE CT
TIGARD,OR 97224 TIGARD,OR 97224
2S111 BD-00413 2S111 DB-11700
KESSLER SHANE ALLEN& LINNE CARL A AND ELIANE L
LAUREL SUZANNE 15200 SW 94TH AVE
PO BOX 1217 TIGARD,OR 97224
LAKE OSWEGO,OR 97035
2S 111 BD-02500 2S 111 DB-04100
KIEFEL JOSEPH A AND ADA LUCAS MARGARET C TRUST
14635 SW 97TH 9135 SW SUMMERFIELD CT
TIGARD,OR 97223 TIGARD,OR 97224
2S111AC-00100 2S111DB-13500
KITTELSON WAYNE K AND LUCAS STEPHEN G
JANICE R 9185 SW SATTLER ST
9075 SW PINEBROOK TIGARD,OR 97224
TIGARD.OR 97224
2S111CA-13000 2S111BD-00412
KRETZINGER MARK L AND LUNDSTROM RICHARD&NAILA
TAKKO MARY A 9700 SW MARILYN CT
15136 SW 96TH AVE TIGARD,OR 97224
TIGARD,OR 97223
2S111DB-13800 2S111AD-17200
KRIBS GORDAN J AND LINDA J MALLARD LAKES HOMEOWNERS ASSN
15085 SW DAW N CT 14827 SW 91 ST CT
TIGARD,OR 97224 TIGARD,OR 97223
� � . .
2S 711 DB-13200 2S 111 DB-05000
MARTIN TED E&SHARON L NICHOLS DORIS L
9485 SW SATTLER ST 15227 SW ALDERBROOK PL
TIGARD,OR 97224 TIGARD,OR 97224
2S111CA-11100 2S111BD-00409
MATHEWS STEPHEN F/JANET C NICHOLSON SHANE 8
9564 SW SATTLER ST NICHOLSON BRITTA
TIGARD,OR 97224 14895 SW 96TH AVE
TIGARD,OR 97224
2S 111 AC-02500 2S 111 AC-05300
MAYER JAMES C E J OLSEN RICHARD B&LINDA K
9110 SW PINEBROOK ST 14850 SW 92ND AVE
TIGARD,OR 97223 TIGARD,OR 97224
2S 111 AD-13900 2S 111 CA-11000
MCELDOWNEY DAVID E&TAMARA F O'NEEL ALTA M&DENNIS R
15049 SW 91ST AVE 9596 SW SATTLER ST
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 AC-01200 2S 111 BD-00700
MCILVAIN JOHN R&JULIE T PALMER FAMILY TRUST
14620 SW 92ND AVE BY PALMER CHARLES H TR
TIGARD,OR 97224 14980 5W 96TH AVE
TIGARD,OR 97224
2S111AD-14000 2S771AC-01000
MILLER BOB M 8 CONNIE M PARKER LINDA K&
15035 SW 91ST AVE SERBUS WILMA JEAN
TIGARD,OR 97224 14685 SW 91ST AVE
TIGARD,OR 97224
2S117DB-039D0 2S111AC-04100
MOORE HENRY V TR 8 PECK JANE ANN
PAULSON-MOORE PATRICIA C TR 14975 SW LESLIE CT
9195 SW SUMMERFIELD CT TIGARD,OR 97224
TIGARD,OR 97224
2S117DB-11600 251116D-00407
MORRIS ROBERT D AND POEHLER EDWARD CARL
BERNICE K MYRTLE J
15220 SW 94TH 14940 SW 96TH AVE
TIGARD,OR 97224 TIGARD,OR 97223
2S 111 BD-00405 2S 171 AD-14200
MYERS ROBERT W TR 8 QUAYLE MICHAEL M 8 WENDY S
EARLINE M TR 14945 SW 91ST AVE
9555 SW MURDOCK ST TIGARD,OR 97224
TIGARD,OR 97224
2S�11 AC-02300 2S 111 BD-00404
NEWCOMB WAYNE E&NANCY ANN RAMAEKERS DONALD B AND
9170 PINEBROOK ST CONNIE M
TIGARD,OR 97224 9655 SW MURDOCK ST
TIGARD,OR 97223
2S 111 AD-04500 2S 111 AD-146D0
REDFERN FRANCIS KEITH 8 AMY JO SCHNEBERGER RONALD W&
9050 SW PINEBROOK ST JEANNETTE G
TIGARD,OR 97223 14809 5W 91ST AVE
TIGARD,OR 97224
2S111DB-O6100 2 AC-029
REQUA DOROTHY F SCHO ISTRICT NO.23
15205 SW ALDERBROOK CT , 0
TIGARD,OR 97224
2S 111 D B-13600 2S 111 AC-05900
REYNOLDS WILLIAM T SIMON JULIE HOPE
15025 SW 92ND AVE PO BOX 23654
TIGARD,OR 97224 TIGARD,OR 97281
2S 17 7 BD-00410 2S 111 DB-13900
RICKER DEWEY E JR AND SLOOP MICHAEL R
SHERYL ANN 20565 FERNVIEW RD
9670 SW MARILYN COURT WEST LINN,OR 97068
TIGARD,OR 97223
2S 111 D B-06000 2S 117 BD-00474
ROBERSON MILDRED D TRUSTEE SORENSEN JEROME H
BY KAREN DUDLEY MARJORIE J
3113 GLEN AYRE LN NW 9705 SW MARILYN CT
OLYMPIA,WA 98502 TIGARD,OR 97223
2S 111 AC-02600 2S 111 CA-13100
ROBERTS BARBARA SOUTHARD NOEL D&TERESA M
9080 SW PINEBROOK ST 15168 SW 96TH AVE
TIGARD,OR 97224 TIGARD,OR 97224
2S 171 AC-01100 2S 111 AC-04800
ROBERTS REGAN P&CHERI M STOCKMAN RESI Y
14650 SW 92ND AVE 14855 SW 92ND AVE
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 BD-00406 2S 171 BD-00600
RODDAN DELLA L STONE GEORGE L JR HELEN
9675 SW MARILYN COURT 9665 SW DARMEL COURT
TIGARD,OR 97223 TIGARD,OR 97224
2S 111 BD-00403 2S 111 AC-02000
RODGERS KENNETH A AND STRICKER DANIEL W 8 LESLIE ANN
WANDA M 14665 SW 92ND AVE
14900 SW 96TH PORTLAND,OR 97224
TIGARD,OR 97223
2S111AC-01300 2S111AC-04300
SANDBERG WALTER T& SWAFFORD ANNE A&DENNIS R
SANDBERG JUDY K t7625 SW FREDERICK LN
14590 SW 92ND AVE SHERWOOD,OR 97140
TIGARD,OR 97224
I 2S 711 CA-00101 2S 171 AC-05201
SYNOGROUND DARL L WALKER KAREN C
PO BOX 529 14820 SW 92ND AVE
LAKE OSWEGO,OR 97034 TIGARD,OR 97224
2S111AC-02400 2S111AC-00700
TAUTFEST DONALD D&JODI R WALTERS JIMMY C AND
9140 SW PINEBROOK NORMA M
TIGARD,OR 97224 14595 SW 91ST AVE
TIGARD,OR 97224
2S 111 DB-04800 2S 111 AC-01600
TAYLOR C JAMES 8 CLARICE L WILAND CRAIG JOSEPH&DONYA LEE
15202 SW ALDERBROOK PL 14545 SW 92N0 AVE
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 AC-04600 2S 111 CA-13300
TEIGEN CHAD A 8 NATALIE A WILCOX DALE G 8 NANCY A TRS
14875 SW HEIDI CT 9700 SW DARMEL CT
TIGARD,OR 97224 TIGARD,OR 97224
2 11AC-06500 2S117 BD-00411
TIG OF ZENZANO NELSON 8
1312 ALL KIMBERLY
T ARD,OR 7223 14965 SW 96TH AVE
TIGARD,OR 97224
2S111AC-04700
TREADWAY ROBERT B JR
14865 5W HEIDI CT
TIGARD,OR 97224
2S111AC-027
U N SCHOOL DISTRICT
NO.
25111 BD-00800
VERGARA JOSE&
REYNOSO GREGORIO
15030 SW 96TH AVE
TIGARD,OR 97224
2S111AC-03900
WALKER CHARLES A JR AND
�INDA C
14995 SW LESLIE COURT
TIGARD,OR 97223
2S 111 AC-02100
WALKER DAVID R AND JUDY K
14695 5W 92ND
TIGARD,OR 97224
I 1 � '
Jack Biethan
11023 SW SummerField Drive, #4
Tigard, OR 97224
Kristen Miller
8940 SW Etlgewootl Street
Tigard, OR 97223
Paul Owen
10335 SW Highlantl Drive
Tigard, OR 97224
Tim Esau
PO Box 230695
Tigard, OR 97281
Nathan and Ann Murdock
PO Box 231265
Tigard, OR 97281
Ross Sundberg
16382 SW 104th Avenue
Tigard, OR 97224
Brian Wegener
9830 SW Kimberly Drive
Tigard, OR 97224
J. Dyar
10430 SW Century Oak Drive
Tigard, OR 97224
Rex Caffall
13205 SW Village Glenn
Tigard, OR 97223
Josh Thomas
10395 SW Bonanza
Tigard, OR 97224
CITY OF TIGARD - SOUTH fIT SUBCOMMITfEE (pg. I af I) (i:lcurpinlsetup\IabeIslCIT South.doc) UPDATED: June 18, 2003
AFFIDAVIT OF MAILIHG CITYOFTIGARD
�ornn:ui�ity�Developri:ent
Sltapingt1 Better�'ommunity
I, �PatriciaG. Lu�� being first duly sworn/affirm, on oath depose and say that I am a Senior.��minimativ�SpeciaCutfor
the City of7"igas , `Washington Couniy, Oregon and that I served the following:
;Cr�ec6 AUPropnata Bo.(s)Beiow)
❑X NOTICE OF FINAL ORUER fOR:V/ LUP2003-0001 I/YAR2003-00100 — TEMPLETON ELEMENTARY SCHOOL ADDITION
� AMENDED NOTICE (File NoJName Reference)
HEARING BODY: HEARING DATE:
❑ City of Tigard Planning Director
� Tigard Hearings Officer (1/12/2004)
❑ Tigard Planning Commission
❑ Tigard City Council
A copy of the said notice being hereto attached, marked EI(hlblt"A", and by reference made a part hereof, was mailed to
each named person(s) at the address(s) shown on the attached list(s), marked Exhlblt"B", and by reference made a part
hereof, on 18t1U8N 22,2004, and deposited in the United States Mail on 1811118N 22,2004, postage prepaid.
. 1%�
(Person that P pared Notice)
.57,�?E O�F O�EGOX �
Co�unry_of�jington �ss
o��l
Subscribed and sworn/aff�ed before me on the � 7 day of , 2004.
�� OFFICIAL SEAL
`:b J BENGTSON
„ ,.' NOTARY PUBUC-OREGON r�.-"{�"1 �
COMMISSION NO.368086 ,� o r� � �
MY COMMISSION EXPIRES APR.27,2007
My Commission Expires: � �
' :HtBIT A _
I 20 DAYS = 2/I 8/2004 CITY OF TIGARD
DATE OF FILING: I/20/2004 Community�UeveCopment
' Shaping�7 Better�'ommunity
CITY OF TIGARD
`WasFcington County, Oregon
NOTICE OF FINAL ORDER BY THE HEARINGS OFFICER
Case Numbers: CONDITIONAL USE PERMIT CUP 2003-00011
ADJUSTMENT VAR 2003-00100
Case Name: TEMPLETON ELEMENTARY SCHOOL ADDITION
Name of Owner: Ti ard-Tualatin School District No. 23J
Name of Applicant: Ed Mur h 8�Associates
Address of Applicant: 9875 SW Murdock Street Ti ard Ore on 97224
Address of Property: 9500 SW Murdock Street Ti ard Ore on 97224
Tax Ma /Lot Nos.: Washin ton Co. Tax Assessor's Ma No. 2S111AC, Tax Lot 2901.
A FINAL ORDER IN(ORPORATING TNE FACiS, FINDINGS AND fON[LUSIONS APPROVING A REOUEST FOR A fONDITIONAI USE AND AN AD�USTMENT.. THE
CITY OF TIGARD HEARINGS OFFICER HAS REVIEWED THE APPLICANT'S PLANS, NARRATIVE, MATERIALS, COMMENTS OF REVIEWING AGENfIES, THE PLANNING
DIVISION'S STAFF REPORT AND RECOMMENDATIONS FOR THE APPLIfATION DESCRIBED IN fURTNER DETAII IN THE STAFF REPORT. THE HEARINGS OFFIfER
HELD A PUBLIf NEARING ON JANUARY 12, 2004 TO RECEIVE TESTIMONY REGARDING THIS APPLICATION. THIS DE(ISION NAS BEEN BASED ON THE
FACTS, FINDINGS AND fONtLUSIONS [ONTAINED WITHIN TNIS FINAL ORDER.
Request: ➢ The applicant is requesting Conditional Use approval to add an 8,300 square foot addition to the
existing 51,030 square foot school, to modify the parking areas, and to add a fire access lane
along the north property line. The applicant is also seeking an Adjustment to reduce the required
number of bicycle stalls on site. At the close of the record, the Hearings Officer conditionally
approved all applications subject to the conditions of approval within this final order.
Zone: R-4.5: Low-Density Residential District. Apqlicable Review Criteria: Community
Development Code Chapters 18.330, 18.360, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745,
18.755, 18,765, 18.790, 18.795 and 18.810.
Action: ➢ ❑ Approval as Requested � Approval with Conditions ❑ Denial
Notice: Notice was published in the newspaper and mailed to:
0 Owners of Record Within the Required Distance O Affected Government Agencies
� Area Citizen Involvement Team � The Applicants and Owners
The adopted findings of fact and decision can be obtained from the Planning Division/Community
Development Department at the City of Tigard City Hall.
Final Decision:
THIS DECISION IS FINAL ON JANUARY 22, 2004 AND BECOMES
EFFECTIVE ON FEBRUARY 6, 2004 UNLESS AN APPEAL IS FILED.
Appeal:
The decision of the Review Authority is final for purposes of appeal on the date that it is mailed. Any party with
standing as provided in Section 18.390.040.G.1. may appeal this decision in accordance with Section
18.390.040.G.2. of the Tiga�d Community Development Code which provides that a written appeal together with
the required fee shall be filed with the Director within ten (10) business days of the date the notice of the
decision was mailed. The appeal fee schedule and forms are available from the Planning Division of Tigard
City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223.
THE DEADLINE FOR FILING AN APPEAL IS 5:00 PM ON FEBRUARY 5, 2004.
Questions: If you have any questions, please call the City of Tigard Planning Division at (503) 639-4171.
BEFORE THE LAND USE HEARINGS OFFICER
FOR THE CITY OF TIGARD, OREGON
Regarding an application by the Tigard-Tualatin School ) F I N A L O R D E R
District for a conditional use permit tv add a 8300-square ) CUP 2003-00011 and
foot addition to the Templeton Elementary School at ) VAR 2003-00100
9500 SW Murdock Street in the City of Tigard, Oregon ) (Templeton Elementary)
A. FINDINGS AND CONCLUSIONS
1. Tigard-Tualatin School District (the "applicant") requests approval of a
conditional use permit to add 8300 square feet to the existing 51,030-square foot
Templeton Elementary School at 9500 SW Murdock Street; also known as tax lot 2901,
WCTM 2S 11 lAC (the "site"). The addition will contain educational, administrative and
related specialty spaces. The applicant also proposes such exterior improvements as
additional parking, a fire access route and landscaping. The applicant also requests
approval of an adjustment to reduce the number of required bicycic parking spaces from
156 to 36. The site contains 12.6 acres, and it is zoned R4.5 (Low-Density Residential).
It adjoins Twality Middle School to the north, single family homes to the east and west
and an undeveloped parcel to the south. The Staff Report to the Hearings Officer dated
January 5, 2004 (the "Staff Report") contains a history of City review and development
on the site, which the hearings officer incorporates as his own.
2. Tigard Hearings Officer Larry Epstein (the"hearings officer") held a duly
noticed public hearing on January 12, 2004 to receive and consider public testimony in
this matter. The record includes a witness list, materials in the casefile as of the close of
the hearing, and an audio record of the hearing. At the beginning of the hearing, the
hearings officer made the declaration required by ORS 197.763. The hearings officer
disclaimed any ex parte contacts, bias or conflicts of interest. The following is a
summary by the hearings officer of selected relevant testimony offered at the hearing.
a. City planner Brad Kilby summarized the proposed development, the
applicable approval standards, the Staff Report and recommended conditions of approval.
b. Nicholas Harris of Cornerstone Construction testified for the applicant.
He asked City staff to clarify a recommendation about the appropriate tree species to
plant on the site. He accepted the findings and conditions of approval in the Staff Report
without objections. He also waived the applicant's right to submit a closing written
argument after the public hearing.
c. At the end of the hearing, the hearings officer closed the public record
and announced his intention to approve the application subject to recommended
conditions.
3. City staff recommended that the hearings officer approve the application based
on findings and conclusions and subject to conditions of approval recommended in the
Staff Report. The applicant accepted those conditions. No one disputed the findings in
the Staff Report. The hearings officer agrees with those findings, conclusions and
conditions, and adopts the affirmative findings in the Staff Report as support for this
Final Order.
4. Based on the findings and discussion provided or incorporated in this final
order, the hearings officer concludes that the applicant sustained the burden of proof that
the proposed conditional use permit and variance do or will comply with the applicable
criteria of the Community Development Code,provided development that occurs after
this decision complies with applicable local, state, and federal laws and with conditions
of approval warranted to ensure such compliance occurs in fact. Therefore those
applications should be approved subject to such conditions.
B. ORDER
In recognition of the findings and conclusions contained herein, and incorporating
the Staff Report and public testimony and exhibits received in this matter, the hearings
officer hereby approves CUP 2003-00011 and VAR 2003-00100 (Templeton
Elementary), subject to the conditions of approval in the Staff Report.
DATED this 20th day of January, 2004.
Larry Epstein, Esq., AICP
City of Tigard Land Use Hearings Officer
CUP 2003-000!/and vAR 2003-00100 Hearings O�cer Frna!Order
(Templeton Elementary School) page�
Agenda Item: 2.1
Hearing Date: Janua 12 2003 Time: 7:00 PM
STAFF REPORT TO THE
HEARINGS OFFICER CITYOFTIGARD
Community�DeveCopment
FOR THE CITY OF TIGARD, OREGON ShapiitQAl�etterConununity
120 DAYS = 3/09/2004
SECTION I. APPLICATION SUMMARY
FILE NAME: TEMPLETON ELEMENTARY SCHOOL
CASE NOS: Conditional Use Permit (CUP) CUP2003-00011
Adjustment (VAR) VAR2003-00100
OWNER/ Tigard-Tualatin School
APPLICANT: District 23J
Attn: Stephen Poage
6960 SW Sandburg Street
Tigard, OR 97223
PROPOSAL: The applicant is seeking conditional use approval to add an 8,300 square
foot addition to the existing school, to modify the parking areas, and to
add a fire access lane along the north property line. The applicant is also
seeking an adjustment to reduce the required number of bicycle stalls on
site. TF�e existing school is 51,030 square feet in size.
LOCATION: The project is located at 9500 SW Murdock Street, and is described as:
W CTM 2S 111 AC, Tax Lot 02901.
COMPREHENSIVE
PLAN AND
ZONING
DESIGNATION: R- 4.5, Low-Density Residential zoning district.
APPLICABLE
REVIEW
CRITERIA: Community Development Code Chapters: 18.330, 18.360, 18.370,
18.390, 18.510, 18.705, 18.725, 18.745, 18.755, 18.765, 18.790, 18.795,
and 18.810.
SECTION II. STAFF RECOMMENDATION
Staff recommends that the Hearings Officer find that the proposed Conditional Use Permit
and the requested bicycle parking adJ'ustment will not adversely affect the health, safety and
welfare of the City and meets the Approval Standards of the Tigard Development Code.
Therefore, Staff recommends APPROVAL, subject to the following recommended Conditions
of Approval.
TEMPLETON ELEMENTARY PAGE 1 OF 22
1/1?J04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
CONDITIONS OF APPROVAL
THE FOLLOWING CONDITIONS SHALL BE SATISFIED
PRIOR TO COMMENCING ANY ON-SITE IMPROVEMENTS INCLUDING GRADING,
EXCAVATION, FILL, TREE REMOVAL, AND/OR DEMOLITION ACTIVITIES :
u mit to t e anning epartment ra i y, -4 7 , ext. 3 or review an
approval:
1. Prior to issuance of building permits for the site, the applicant shall submit a lighting
plan for the entire project site for approval.
2. Prior to placement of any signs on site, the applicant shall appIy for a sign permit and
supply staff with the appropnate plans to verify compliance with TDC Chapter 18.780.
3. The applicant shall provide the City Arborist with a construction sequence including
installation and removal of tree protection devices, clearing, grading, and paving.
4. The applicant shall notify the City Arborist when tree protection measures are in place
so that he may verify that the measures will function properly prior to construction.
Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review
and approval:
5. Pnor to issuance of a site permit, a Public Facility Improvement (PFI) permit is
required for this pro'ect to cover the driveway apron and any other work in the public
right-of-way. Six (6j sets of detailed public improvement plans shall be submitted for
review to the Engineering Department. NOTE: these plans are in addition to any
drawin�s required by the Building Division and should only include sheets relevant to
public improvements. Public Facility Improvement (PFI) permit plans shall conform to
City of Ti�ard Public Improvement Design Standards, which are available at City Hall
and the City's web page (www.ci.tigard.or.us).
6. The PFI permit plan submittal shall include the exact legal name, address and
telephone number of the individual or corporate entity who will be designated as the
"Permittee", and who will provide the financial assurance for the public improvements.
For example, specify if the entity is a corporation, limited partnership, LLC, etc. Also
specify the state witFiin which the entity is incorporated and provide the name of the
corporate contact person. Failure to provide accurate information to the Engineering
Department will delay processing of project documents.
7. The applicant shall provide an on-site water quality facility as required by Clean Water
Services Design and Construction Standards (adopted by Resolution and Order No.
00-7). Final plans and calculations shall be submitted to the Engineering Department
(Kim McMillan) for review and approval prior to issuance of the site permit. In
addition, a proposed maintenance plan shall be submitted along with the plans and
calculations for review and approval.
THE FOLLOWING CONDITIONS SHALL BE SATISFIED
PRIOR TO A FINAL BUILDING INSPECTION:
u mit to t e ngineering epartment im c i an, 7 , ext. 2 2 or review
and approval:
8. Prior to a final building inspection, the applicant shall complete the required public
improvements, obtain conditional acceptance from the City, and provide a one-year
maintenance assurance for said improvements.
9. Prior to final buildin ins ection, the a plicant shall provide the City with as-built
drawings of the publig improvements as follows: 1) 3 mil mylar, 2) a diskette of the as-
builts in "DWG" format, if available; otherwise "DXF" will be acceptable, and 3) the as-
built drawings shall be tied to the City's GPS network. The applicanYs engineer shall
provide the City with an electronic file with points for each structure (manholes, catch
basins, water valves, hydrants and other water system features) in the development,
TEMPLETON ELEMENTARY PAGE 2 OF 22
1/12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
and their respective X and Y State Plane Coordinates, referenced to NAD 83 (91).
10.To ensure compliance with Clean Water Services design and construction standards,
the applicant shall employ the design engineer responsible for the design and
specifications of the private water quality facility to perform construction and visual
observation of the water quality facility for compliance with the design and
specifications. These inspections shall be made at significant stages, and at
completion of the construction. Prior to final building inspection, the design engineer
shalf provide the City of Tigard (Inspection Supervisor) with written confirmation that
the water quality facility is in compliance with the design and specifications. Staff
Contact: Hap Watkins, Building Division.
11.Prior to a final building inspection, the applicant shall demonstrate that they have
entered into a maintenance agreement with Stormwater Management, or another
company that demonstrates they can meet the maintenance requirements of the
manufacturer, for the proposed onsite storm water treatment facility.
FAILURE TO SATISFY THE CONDITIONS OF APPROVAL WITHIN 18 MONTHS
OF THE EFFECTIVE DATE OF THE HEARINGS OFFICER'S DECISION
SHALL RENDER THE HEARINGS OFFICER'S DECISION VOID.
SECTION III. BACKGROUND INFORMATION
Site Historv:
According to the applicant, the site was developed in the early 1960's. According to City
records, the site was annexed into the City in 1967. There was a conditional use permit
issued for the site in 1977 (CU32-77) for a gymnasium, and a subsequent site development
review for that project (SD1�6-78). In 1991, a modification to the conditional use was issued
to allow a modular classroom to be placed on site (CUP91-00006).
Vicinitv Information:
The site is zoned R-4.5 and surrounded on three sides by single-family homes, and Twality
Middle School on the fourth side. The underdeveloped property to the south of the site is
currently under review for a residential subdivision.
Site Information and Proposal Description:
The site is 12.6 acres in size and currently occupied by the existing elementary school. The
site is located on gentle slopes ranging from 0 to 5%. The proposal is for an 8,300 square
foot addition to the existing elementary school with associated parking and infrastructure.
The applicant is also requesting approval of an adjustment to vary the bicycle parking
requirements of the development code. These requests are discussed in more detail in the
following discussion.
SECTION IV. DECISION MAKING PROCEDURES, PERMITS AND USE
Use Classification: Section 18.130.020
Lists the Use Categories.
The applicant is proposing to construct an 8,300 square foot addition to an existing 51,030
square foot elementary school, create some additional parking, and install a storm facility to
treat the additional impervious surFace. Schools are permitted conditionally within the R-4.5
zoning district.
Summa Land Use Permits: Chapter 18.310
Defines he decision-making type to which the land-use application is assigned.
The proposed use is a Conditional Use permit which is a Type III-HO decision. Staff reviews
adjustments under a Type II process. However, when multiple applications are being
TEMPLETON ELEMENTARY PAGE 3 OF 22
1/12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
reviewed for the same property, the highest authority will oversee all review. In this case, the
review is handled by a Type Ilf-HO process and heard by the Tigard Hearings Officer.
SECTION V. SUMMARY OF APPLICABLE CRITERIA
A summar�r of the applicable criteria in this case in the Chapter order in which they are
addressed in this report are as follows:
A. 18.330 Specific Conditional Use Criteria
General Approval Criteria)
Additional Conditions of A proval)
B. licable Develo mentpCode Standards
1 . 60 ite Development Review)
18.370 Variances/Adjustments)
18.510 Residential Zoning Districts)
18.705 Access, Egress & Circulation)
18.725 Environmental Performance Standards)
18.745 Landscaping and Screening)
18.755 Mixed Solid Waste and Recyclable Storage)
18.765 Off-Street Parking and Loading Requirements)
18.780 Signs)
18.790 Tree Removal)
18.795 Visual Clearance)
C. Street and Utility Improvement Standards (18.810�
D. Impact Study (18.39 �
SECTION VI. APPLICABLE REVIEW CRITERIA AND FINDINGS
A. SPECIFIC CONDITIONAL USE APPROVAL CRITERIA
Section 18.330.010.A states that the purpose of this chapter is to provide standards
and procedures under which a conditional use may be permitted, enlarged or altered if
the site is appropriate and if other appropriate conditions of approval can be met.
There are certain uses which due to the nature of the impacts on surrounding land
uses and public facilities require a case-by-case review and analysis.
Section 18.330.020.A states that a request for approval for a new conditional use shall
be processed as a Type III-HO procedure, as regulated by Chapter 18.390.050, using
approval criteria contained in Section 18.330.030A and subject to other requirements
in Chapter 18.330.
GENERAL APPROVAL CRITERIA FOR A CONDITIONAL USE: SECTION 18.330.030
The site size and dimensions provide adequate area for the needs of the proposed use;
The existing site size is 12.6 acres or 548,856 square feet in size. The proposal requests
approval for a total 59,330 square foot elementary school and associated infrastructure. A
large portion of the site will be used for play fields. This report evaluates the proposal and
necessary setbacks, landscaping, etc., and as demonstrated in the application and this report,
the site size is adequate for the needs of the proposed use.
The characteristics of the site are suitable for the proposed use considering size, shape,
location, topography, and natural features;
The site is currently developed with an existing elementary school. The site is large enough to
accommodate the use. The�e are no specific limitations to the site with regard to the shape,
location, topography or natural features that would hinder the development of the site with the
proposed use. This criterion is satisfied.
All required public facilities have adequate capacity to serve the proposal; and
All public facilities including streets, storm and sanitary sewers, and water have adequate
TEMPLETON ELEMENTARY PAGE 4 OF 22
1/12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
capacity to serve the site as discussed in detail elsewhere in this report.
The applicable requirements of the zoning district are met except as modified by this
chapter.
The proposed site is located within the R-4.5 zoning district. As indicated earlier, schools are
permitted conditionally. As conditioned later in this report, the project can meet the
applicable requirements of the zoning district. The conditional use requirements are more
restnctive than the underlying zoning requirements with regard to site size and setback
requirements. The applicant has met or exceeded the requirements for the proposed project.
The suQplementary requirements set forth in other chapters of this Code including but
not lim�ted to Chapter 18.780, Signs, and Chapter 18.360, Site Development Review, if
applicable, are met or can be conditioned to be satisfied.
The applicable review criteria in this case include the following chapters of the Community
Development Code: 18.330, Conditional Use; 18.360, Site Development Review; 18.370,
Variances and Adjustments; 18.390 Decision Making Procedures; 18.510, Residential Zoning
Districts, 18.705, Access, Egress and Circulation; 18.725, Environmental Performance
Standards; 18.745, Landscaping and Screening, 18.755, Mixed Solid Waste and Recyclables
Storage; 18.765, Off-Street Parking; 18.780, Signs; 18.790, Tree Removal; 18.795, Visual
Clearance Areas; and 18.810, Street and Utility lmprovement Standards. The development
standards and requirements of these chapters are addressed further in this report.
The proposal contains no elements related to the provisions of the following chapters: 18.350,
Planned Development; 18.380, Zoning Map/Text Amendments; 18.410, Lof Line Adjustments;
18.420, Land Partitions; 18.430, Subdivisions; 18.520, Commercial Zoning Districts; 18.530,
Industrial Zonin� Districts; 18.620, Tigard Triangle Design Standards; 18.630 Washington
Square Regiona Center Design Standards, 18.640 Durham Quarry Design Standards; 18.710,
Accessory Residential Units; 18.715, Density Computations; 18.720, Design Compatibility
Standards; 18.730, Exceptions to Development Standards; 18.740, Historic Overlay; 18.742,
Home Occupations; 18.750, Manufactured/Mobile Home Regulations; 18.760, Nonconforming
Situations; 18.775, Sensitive Lands; 18.785, Temporary Uses; and 18.798, Wireless
Communications Facilities. These chapters are, therefore, found to be inapplicable as approval
standards.
The use will comply with the applicable policies of the Comprehensive Plan.
The Comprehensive Plan is implemented by the Community Development Code. Compliance
with Comprehensive Plan policies are, therefore, assured by satisfaction of the applicable
development standards of the development code as addressed within this report.
FINDING: Based on the analysis above, the General Approval Criteria for a Conditional Use
are satisfied.
TEMPLETON ELEMENTARY PAGE 5 OF 22
1/12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
ADDITIONAL CONDITIONS OF APPROVAL FOR CONDITIONAL USE.
Section 18.330.030.B states that the Hearings Authority may impose conditions on the
approval of a conditional use, which are found necessary to ensure the use is
compatible with other uses in the vicinity, and that the impact of the proposed use on
the surrounding uses and public facilities is minimized. These conditions may
include, but are not limited to the following:
Limiting the hours, days, place and/or manner of operation;
The applicant has not indicated hours, days, or manner of operation, however, it can be
expected that the school would operate durin the same hours that it currently operates.
There is no evidence in the record to suggest�hat there is a need to limit the hours, days,
place and or manner of operation for the elementary school. This criterion is satisfied.
Requiring design features which minimize environmental impacts such as noise,
vibration, air pollution, glare, odor and/or dust;
The proposal would not likely generate any vibration, air pollution, odor, �lare, noise, or dust
that would be considered out of character for the use. This criterion is satisfied.
FINDING: The proposed site is ad1'acent on three sides to noise sensitive units as defined
in the Tigard Municipal Code (TMC) Chapter 7.40.
Requiring additional setback areas, lot area, and/or lot depth or width;
The lot is large enough to accommodate the proposed addition that is to be constructed. The
proposed use will exceed the setbacks of the underlyin� zone as required by this chapter.
Dimensional criterion is discussed in more detail further in this discussion. This criterion is
satisfied.
Limiting the building height, size or lot coverage, and/or location on the site;
There are no lot coverage requirements in the R-4.5 zoning classification. The applicant has
indicated on the plans and in the narrative that the proposed addition will not exceed the
maximum building height of thirty feet in the R4.5 zone. There is no evidence in the record to
suggest a need to further limit fhe building height, size, lot coverage, or location on the site
beyond what is required by the development code. This standard is satisfied.
Designating the size, number, location andlor design of vehicle access points;
The applicant is not proposing to alter the access to the site, and access is discussed in
more detail later in this report. The criterion can be satisfied.
Requiring street right-of-way to be dedicated and street(s) to be improved;
With limited frontage onto SW Murdock Street, and existing development patterns, there is
no immediate need for additional ri�ht-of-way to be dedicated or additional street
improvements at this time. This criterion is satisfied.
Requiring landscaping, screening, drainage and/or surfacing of parking and loading
areas;
These items are addressed later in this report. As conditioned, the proposal will meet the
prescribed requirements of the TDC.
Limiting the number, size, location, height and/or lighting of signs;
Compliance with the sign requirements for the underlying zone will be considered once a
design is reviewed. The applicant will be required to indicate the location and type of sign
proposed for this site prior to building permit issuance.
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Limiting or setting standards for the location and/or intensity of outdoor lighting;
The applicant has indicated in the narrative that the lighting will be managed to minimize
impacts to the surrounding neighbors, and stated that the new parking lot lighting would be
directed downward and controlled by photocell. However, the applicant did not provide a
lighting plan as required. Staff cannot ensure that the lighting standards are satisfied. This
criterion is not satisfied.
FINDING: Staff cannot assure that lighting from the site will not produce glare onto
neighboring properties or create a safe ni�httime environment based on the
applicanYs description of lighting for the facility.
CONDITION:Prior to issuance of building permits for the site, the applicant shall submit a
lighting plan for the entire pro�ect site for approval.
Re4uiring berms, screening or landscaping and the establishment of standards for
their installation and maintenance;
As discussed further in this report, the applicant has proposed some new landscaping to
screen the parking areas and new portion of the building from surrounding properties, but is
depending largely on existing landscaping for this purpose. This criterion is discussed in
more detail later in this report.
Requiring and designating the size, height, location and/or materials for fences;
The applicant is not proposing any new fencing for the site, and there is no evidence in the
record to suggest that fencing should be required for this use. This criterion can be satisfied.
Requiring the protection and preservation of existing trees, soils, vegetation,
watercourses, habitat areas and/or drainage areas;
Some of the trees on site are scheduled for removal to accommodate construction. The
applicant has provided a tree plan that will be discussed later in this report. As demonstrated
later in this report, the applicant meets, or can be conditioned to meet this critenon.
Requiring the dedication of sufficient open land area for a greenway adjoining and
within the floodplain when land form alterations and development are allowed w�thin
the 100-year floodplain; and
The property is not adjacent to the floodplain. This criterion is not applicable.
Requiring the construction of a pedestrian/bicycle pathway within the floodplain in
accordance with the adopted pedestrianlbicycle pathway plan.
The property is not adjacent to the 100-year floodplain. This criterion is not applicable.
ADDITIONAL DEVELOPMENT STANDARDS FOR CONDITIONAL USE TYPES:
SECTION 18.330.050
The additional development standards are specific criteria that must be considered at
the time of application for a conditional use.
The criteria states that there shall be no minimum lot size requirements for schools
other than what is required for the applicable zoning district;
That the setbacks shall be as follows:
Front Yard setback- 20 feet
Corner and through lot setback-20 feet on any side facing a street
Side yard setback- 20 feet
Rear yard setback- 30 feet
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The minimum lot size for the R-4.5 zoning district is 7,500 square feet. This site is 12.6
acres. This criterion is satisfied. With regard to the setbacks, the site is an interior lot. Staff
considers the frontage along SW Murdock Street as the front yard which would be required
to meet a minimum 20-foot setback. The closest structure to the front lot line is 30 feet. The
rear yard setback is required to be 30 feet. The actual distance is closer to 225 feet. The
southern property line is a side yard setback. The minimum setback is 20 feet. The closest
structure to the southern property line is 220 feet. The northern property line is the other side
yard. The closest structure to the northern property is 25 feet exceeding the required side
yard setback by 5 feet. This criterion is satisfied
B. APPLICABLE DEVELOPMENT CODE STANDARDS
SITE DEVELOPMENT REVIEW (18.360�
The Site Development Review approval standards require that a development proposal
be found to be consistent with the various standards of the Community DeveloPment
Code. The proposal's consistency with these Code Chapters is reviewed in the
following sections.
VARIANCES AND ADJUSTMENTS (18.370�
The applicant has requested an adjustment to the bicycle parking standards which has been
addressed in the following discussion.
The Director may approve a reduction of required bicycle parking per Section
18.765.050.E by means of Type II procedure, as governed by Section 18.390.040, if the
applicant can demonstrate that the proposed use b� its nature would be reasonably
anticipated to generate a lesser need for bicycle parking.
The applicant has requested an adjustment to the bic cle parking standards that would be
imposed on the school as dictated by Table 18.765.2 (�Vlinimum Parking Standards). Under
the current requirements, the school would be required to provide 6 spaces for every
classroom because it is an elementary school. Considering that there are 26 classrooms
proposed, the facility would be required to provide 156 spaces.
The applicant is proposing to provide 36 spaces on site. The primary argument the applicant
makes against providing the required spaces is that currently there are 36 available spaces
and the demand never exceeds 6-10 spaces on a good day. This information is based on
information provided in a letter by the school pnncipal, and supported by his staff. Based on
the information provided, staff would support the adjustment.
RESIDENTIAL ZONING DISTRICTS (18.510�
The R-4.5 zoning district is designed to accommodate detached single-famil� housing
at a minimum lot size of 7,500 square feet. A wide range of civic and institutional uses
are also permitted conditionally.
Section 18.510.050 states that Development standards in Residential zoning districts are
contained in Table 18.510.2, however, because the proposed use requires conditional use
approval, the stricter standards of the conditional use section apply. The only standards that
are not specifically regulated by the Conditional Use chapter are lot coverage and building
height. There is no maximum lot coverage within the R-4.5 zoning district, and the maximum
height requirement is 30 feet. The remaining standards are exceeded by the conditional use
requirements.
Based on the analysis above, the underlying zone's development standards are met or
exceeded. This criterion is satisfied.
ACCESS, EGRESS AND CIRCULATION (18.705�
No building or other permit shall be issued until scaled plans are presented and
approved as provided by this chapter that show how access, egress and circulation
requirements are to be fulfilled. The applicant shall submit a site plan.
Because the parking requirement is less than 100 spaces, the TDC requires a minimum of
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one 30-foot access with 24 feet of pavement. The access off of SW Murdock is pre-existing,
and according to the plans provided is 31 feet wide. This criterion is satisfied.
All vehicular access and egress as required in Sections 18.705.030H and 18.705.0301
shall connect directly with a public or private street approved by the City for public
use and shall be mainta�ned at the required standards on a continuous basis.
The site has frontage on SW Murdock Street. SW Murdock is a public street and the
proposed access connects directly to the site. This criterion is satisfied.
Required Walkway Location
On-site pedestrian walkways shall comply with the following standards:
Walkways shall extend from the ground floor entrances or from the ground floor
landing of stairs, ramps, or elevators of all commercial, institutional, and industrial
uses, to the streets which provide the required access and egress. Walkways shall
provide convenient connections between buildin�s in multi-building commercial,
institutional, and industrial complexes. Unless impractical, walkways shall be
constructed between new and existing developments and neighboring developments;
The site already has a pre-existing walkway that extends from the site to SW Murdock Street.
This criterion is satisfied.
Within all attached housing (except two-family dwellings and multi-family
developments, each residential dwelling shall be connected �y walkway to the
vehicular parking area, and common open space and recreation facilities;
This criterion is not applicable to this proposal.
Wherever required walkways cross vehicle access driveways or parking lots, such
crossings shall be designed and located for pedestrian safety. Rec�uired walkways
shall be physically separated from motor vehicle traffic and parking by either a
minimum 6-inch vertical separation (curbed) or a minimum 3-foot horizontal
separation, except that pedestrian crossings of traffic aisles are permitted for
distances no greater than 36 feet if appropriate landscaping, pavement markings, or
contrasting pavement materials are used. Walkways shall be a minimum of four feet in
width, exclusrve of vehicle overhangs and obstructions such as mailboxes, benches,
bicycle racks, and sign posts, and shall be in compliance with ADA standards;
The applicant's plans show there are no required walkways crossing the vehicular access or
parking area. All pre-existing and proposed sidewalks are concrete. The sidewalks meet or
exceed the minimum width of four feet. This criterion is satisfied.
Required walkways shall be paved with hard surfaced materials such as concrete,
asphalt, stone, brick, etc. Walkways may be required to be lighted andlor signed as
needed for safety purposes. Soft-surfaced public use pathways may be provided only
if such pathways are provided in addition to required pathways.
The applicant is proposin� to construct all sidewalks with concrete materials, and lighting was
discussed previously in this report. This criterion is satisfied.
Access Mana ement (Section 18.705.030.H):
Section 18.70�.030.H.1 states that an access report shall be submitted with all new
development proposals which verifies design of driveways and streets are safe by
meeting ade4uate stacking needs, sight distance and deceleration standards as set by
ODOT, Washington County, the City and AASHTO.
A new driveway, meeting current City standards, is proposed. Sight distance is not at issue
because the access is at the end of a dead-end street with no cross traffic.
Section 18.705.030.H.3 and 4 states that the minimum spacing of driveways and
streets along a collector shall be 200 feet. The minimum spacing of driveways and
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streets along an arterial shall be 600 feet. The minimum spacing of local streets along
a local street shall be 125 feet.
Does not apply to current street configuration.
ENVIRONMENTAL PERFORMANCE STANDARDS — CHAPTER 18.725:
Requires that federal and state environmental laws, rules and regulations be applied to
development within the City of Tigard. Section 18.725.030 Performance Standards
regulates: Noise, visible emissions, vibration and odors.
Noise. For the purposes of noise regulation, the provisions of Sections 7.41.130
through 7.40.210 of the Tigard Municipal Code shall apply.
Visible Emissions. Within the Commercial zoning districts and the Industrial Park (I-P)
zoning district, there shall be no use, operation or activity which results in a stack or
other point- source emission, other than an emission from space heating, or the
emission of pure uncombined water (steam) which is visible from a property line.
Department of Environmental Quality (DEQ) rules for visible emissions (340-21-015 and
340-28-070) apply.
Vibration. No vibration other than that caused by highway vehicles, trains and aircraft is
permitted in any given zoning district, which is discernible without instruments at the
property line of the use concerned.
Odors. The emissions of odorous gases or other matter in such quantities as to be
readily detectable at any point beyond the property line of the use creating the odors is
prohibited. DEQ rules for odors (340-028-090) apply.
Glare and heat. No direct or sky reflected glare, whether from floodlights or from high
temperature processes such as combustion or weldin�, which is visible at the lot line
shall be permitted, and; 1) there shall be no emission or transmission of heat or
heated air which is discernible at the lot line of the source; and 2) these regulations
shall not apply to si�ns or floodli�hts in parking areas or construction equipment at
the time of construction or excavation work otherwise permitted by this title.
Insects and rodents. All materials including wastes shall be stored and all grounds
shall be maintained in a manner which will not attract or aid the propagation of insects
or rodents or create a health hazard.
There is no evidence in the record that would suggest that any problems associated with noise,
emissions, vibrations, odors, glare and heat, or insects and rodents would result from this
specific development.
FINDING: Based on the information provided by the applicant, the use of the property will
conform to the above requirements. If for some reason the above standards
were in question, and it was subsequently found that the use was out of
compliance with any of the above standards, the property owner would be
subject to code enforcement, court review, possible fines, and revocation of the
Conditional Use Permit. A search of City records does not indicate any code
enforcement issues associated with the existing use.
LANDSCAPING AND SCREENING — CHAPTER 18.745:
Street trees: Section 18.745.040 states that all development pro ects fronting on a
public street shall be required to plant street trees in accor�ance with Section
18.745.040.0 Section 18.745.040.0 required that street trees be spaced between 20
and 40 feet apart depending on the size classification of the tree at maturity (small,
medium or large).
The project has only 50-feet of frontage and is therefore not required to plant any street trees.
This criterion is not applicable.
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Land Use Buffering and Screening:
Buffering and Screening is required between different types of land uses.
The proposed facility is in a residential zone and is adjacent to residential uses on three sides.
There are no specific buffering requirements for this use. The only requirement applicable to
this development is the screening of the parking area which is discussed in the next segment of
this discussion. This criterion is satisfied.
Screening of parking and loading areas is required. The specifications for this
screening are as follows:
Landscaped parking areas shall include special design features, which effectively
screen the parking lot areas from view. These design features may include the use of
landscaped berms, decorative walls and raised planters;
The applicant is proposing to re-stripe part of the parking area, and to add an area of parking
in the center of the existing parking area where a landscaped island currently exists. The
applicant has proposed to fandscape and screen the new parking areas with three trees and
a variety of shrubs. The applicant has not proposed any new screening to the existing
parking areas that are to be re-striped. Staff is confident that the landscaping and screening
that is existing, and that is proposed will satisfy any need for buffering and screening from
this addition. There is no need to require additional buffering and screening from adjacent
uses. This criterion is satisfied.
Trees shall be planted in landscaped islands in all parking areas, and shall be equally
distributed and on the basis of one tree for each seven parking spaces in order to
provide a canopy effect; and
The applicanYs plan indicates that there will be three trees planted within the interior of the
new parking area. The trees are proposed in a location that, at maturity would meet the
standards of the development code by providing a canopy effect over the parking area. This
criterion is satisfied.
The minimum dimension of the landscape islands shall be three feet and the
landscaping shall be protected from vehicular damage by some form of wheel guard
or curb.
The site plan shows that the new planting islands within the existing parking area that exceeds
the minimum dimensions by several feet. The islands will be protected by six-inch curb. This
criterion is satisfied.
MIXED SOLID WASTE AND RECYCLABLES STORAGE — CHAPTER 18.755:
Chapter 18.755 requires that new construction incorporates functional and adequate
space for on-site storage and efficient collection of mixed solid waste and source
separated Recyclables prior to pick-up and removal by haulers.
The a�plicant must choose one (1) of the following four (4) methods to demonstrate
comp iance: Minimum Standard, Waste Assessment, Comprehensive Recyclin� Plan,
or Franchised Hauler Review and Sign-Off. The applicant will have to submit evidence
or a plan, which indicates compliance with this section. Regardless of which method
chosen, the applicant will have to submit a written sign-off from the franchise hauler
regarding the facility location and compatibility.
The applicant has indicated that the location of the existing facility will not change and has
indicated that the service provider is satisfied with continuing regular service at that location.
This standard is satisfied.
OFF-STREET PARKING AND LOADING (18.765�
At the time of the erection of a new structure within any zoning district, off-street
vehicle parking will be provided in accordance with Section 18.765.070.
The subject site is located within the Metro Zone B. The maximum number of parking
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spaces that can be provided by the elementary school is 3.5 spaces per classroom.
Therefore, the maximum number of parking spaces for the site based on 26 classrooms
would be 91 spaces. The minimum parking standards are as follows: The minimum amount
of parking required by the facility is 2.0 spaces per classroom. As such, the minimum
parking requirement for the elementary school will be 52 parking spaces. The applicant has
proposed 80 spaces. This criterion is satisfied.
With regard to access to public streets from off-street parking:
Access drives from the street to off-street parking or loadin� areas shall be designed
and constructed to facilitate the flow of traffic and provide maximum safety for
pedestrian and vehicular traffic on the site; The number and size of access drives
shall be in accordance with the requirements of Chapter, 18.705, Access, Egress and
Circulation;
As discussed earlier in this report, this criterion is satisfied.
Access drives shall be clearly and permanently marked and defined through use of
rails, fences, walls or other barriers or markers on frontage not occupied by service
drives;
The access is pre-existing and functioning. There is no evidence in the record to suggest
that further marking is necessary for this addition. This criterion is not applicable.
Access drives shall have a minimum vision clearance in accordance with Chapter
18.795, Visual Clearance;
Vision Clearance is discussed later in this report. This criterion is satisfied.
Access drives shall be improved with an asphalt or concrete surface;
The existing access and parking areas are already paved with asphalt. The applicant has
indicated that all new parking areas will be paved and marked accordingly. This criterion is
satisfied.
Excluding single-family and duplex residences, except as provided by Subsection
18.810.030P, groups of two or more parking spaces shall be served by a service drive
so that no backing movements or other maneuvering within a street or other public
right-of-way will be required.
The parking spaces are serviced by two-way access proposed within this project, and there
is room for service vehicles to turn around and enter the street so that no backing movement
will be required. This criterion is satisfied.
Loading/unloading driveways:
A driveway designed for continuous forward flow of passenger vehicles for the
purpose of loading and unloading passengers shall be located on the site of any
school or other meeting place which is designed to accommodate more than 25
people at one time.
The applicant has indicated that the existing loading and unloading areas will remain.
Currently, the facility has a bus loading area, and a pedestrian loading facility. This criterion
is satisfied.
Parking Lot Striping:
Except for single-family and duplex residences, any area intended to be used to meet
the off-street parking requirements as contained in this Chapter shall have all parking
spaces clearlx marked; and all interior drives and access aisles shall be clearly
marked and signed to show direction of flow and maintain vehicular and pedestrian
safety.
The applicant has indicated that the parking lot will be re-striped but has not indicated
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direction arrows on the plans, however, the direction of flow within the interior of the site is
two-way, and can be expected to operate in the same manner as a roadway. This criterion is
satisfied.
Wheel Stops:
Parking spaces along the boundaries of a parking lot or adjacent to interior landscaped
areas or sidewalks shall be provided with a wheel stop at least four inches high located
three feet back from the front of the parking stall. The front three feet of the parking stall
may be concrete, asphalt or low lying landscape material that does not exceed the
height of the wheel stop. This area cannot be calculated to meet landscaping or
sidewalk requirements.
The applicant indicates that they will place 6-inch concrete curbs at the edges of paving
adjacent to planting areas on the drawings. This criterion is satisfied.
Space and Aisle Dimensions:
Table 18.765.1. outlines the minimum dimensions for angled parking.
The proposal identifies a total of 30 new spaces utilizing 60-degree parking. Staff review of
the parking plan illustrates compliance with Figure 18.765.1. This criterion is satisfied.
Minimum Bicycle Parking Reyuirements:
The total number of required bicycle parking spaces for each use is specified in Table
18.765.2 in Section 18.765.070.H.
Bicycle parking was discussed previously in this report, and staff has recommended approval
of an adjustment to the bicycle parking standards. The bicycle parking is pre-existing. This
standard is satisfied.
Off-street loading requirements:
Off-street loading spaces: Commercial, industrial and institutional buildings or
structures to be built or altered which receive and distribute material or merchandise
by truck shall provide and maintain off-street loading and maneuvering space as
follows:
. A minimum of one loading space is required for buildings with 10,000 gross
square feet or more;
. A minimum of two loading spaces for buildings with 40,000 gross square feet or
more.
Off-street loadin� dimensions:
. Each loading berth shall be approved by the City Engineer as to design and
location;
. Each loading space shall have sufficient area for turning and maneuvering of
vehicles on the site. At a minimum, the maneuvering length shall not be less than
twice the overall length of the longest vehicle using the facility site;
. Entrances and exits for the Ioading areas shall be provided at locations approved
by the City Engineer in accordance with Chapter 18.710;
. Screening for off-street loading facilities is required and shall be the same as
screening for parking lots in accordance with Chapter 18.745.
Because of the size of the building, the facility would be required to provide two (2) off-street
loading spaces to meet the standard. The applicant has indicated that the existing bus
loading spaces on the plan would be utilized to satisfy this criteria. This criterion is satisfied.
SIGNS (18.780�:
Requires that a permit be issued for any sign that is erected, re-erected, constructed,
structurally altered, or relocated within the City Limits.
FINDING: The applicant has not provided the needed information to issue a sign permit
because it is not necessary to do so at this time.
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CONDITION:Prior to placement of any signs on site, the applicant shall apply for a sign
permit and supply staff with the appropriate pfans to verify compliance with
TDC Chapter 18.780.
TREE REMOVAL — CHAPTER 18.790:
Section 18.790.030 requires that a tree plan for the planting, removal and protection of
trees prepared by a certified arborist be provided for a conditional use application.
The tree plan shall include identification of all existing trees, Identification of a
program to save existing trees or mitigate tree removal over 12 inches in caliper,
identification of which trees are proposed to be removed, and a protection program
defining standards and methods that will be used by the applicant to protect trees
during and after construction.
The applicant has provided a tree survey and removal plan from Clay Halstead, Certified
Arborist. According to the plan, there are 10 trees over 12 inches on site. Of these 10 trees,
the applicant is proposing to remove 3 to accommodate construction. The arborist states that
two of the three trees are diseased and/or hazardous. Therefore, the retention is equal to
75°/a. According to the TDC Section 18.790.030lB)(2)(D), the applicant is not required to
mitigate for any of the trees removed. However, the cfiapter still requires that the applicant
protect the trees that are to remain on site during construction activities.
FINDING: The applicant's arborist proposed tree protection measures that would be
necessary in order to ensure the viability of those trees that are in close
proximity to the construction areas as required by Section 18.790.030(B)(4).
The City's Arborist has reviewed the plan and requested that the following
conditions be satisfied.
CONDITIONS:
• The applicant shall provide the City Arborist with a construction sequence
including installation and removal of tree protection devices, clearing,
grading, and paving.
• The applicant shall notify the City Arborist when tree protection measures
are in place so that he may verify that the measures will function properly
prior to construction.
VISUAL CLEARANCE AREAS — CHAPTER 18.795:
Section 18.795.020.A. states that the provisions of this chapter shall apply to all
development including the construction of new structures, the remodeling of existing
structures and to a change of use which increases the on-site parking or loading
requirements or which changes the access requirements.
Section 18.795.030.B. states that a clear vision area shall contain no vehicle, hedge,
planting, fence, wall structure or temporary or permanent obstruction (except for an
occasional utility pole or tree), exceeding three feet in height, measured from the top
of the curb, or where no curb exists, from the street center line grade, except that trees
exceeding this height may be located in this area, provided all branches below eight
feet are removed.
The applicant has indicated in the narrative and the site plan that a clear vision area will be
maintamed. Staff will review the areas at the time of final occupancy to ensure compliance with
the standards. This criterion is satisfied.
FINDING: Based on the analysis above, the vision clearance standards have been met.
STREET AND UTILITY IMPROVEMENTS STANDARDS CHAPTER- 18.810:
Chapter 18.810 provides construction standards for the implementation of public and
private facilities and utilities such as streets, sewers, and drainage. The applicable
standards are addressed below:
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Streets:
Improvements:
Section 18.810.030.A.1 states that streets within a development and streets adjacent
shall be improved in accordance with the TDC standards.
Section 18.810.030.A.2 states that any new street or additional street width planned as
TDCrtion of an existing street shall be dedicated and improved in accordance with the
Minimum Rights-of-Way and Street Widths: Section 18.810.030.E requires an arterial
street to have a 64 to 128-foot right-of-way width and varied paved section. Other
improvements required may include on-street parking, sidewalks and bikeways,
underground utilities, street lighting, storm drainage, and street trees.
This site lies adjacent to SW Murdock Street, which is classified as a local street on the City
of Tigard Transportation Plan Map. At �resent, there is approximately 50 feet of ROW,
according to the most recent tax assessor s map. The applicant's property lies perpendicular
to the street right-of-way, therefore, no ROW dedication is required.
SW Murdock is currently improved. In order to mitigate the impact from this development,
the applicant should construct a new driveway apron, per City of Tigard design standards.
Future Street Plan and Extension of Streets: Section 18.810.030.F states that a future
street plan shall be filed which shows the pattern of existing and proposed future
streets from the boundaries of the proposed land division. This section also states
that where it is necessary to give access or permit a satisfactory future division of
adjoining land, streets shall be extended to the boundary lines of the tract to be
developed and a barricade shall be constructed at the end of the street. These street
stubs to adjoining properties are not considered to be cul-de-sacs since they are
intended to continue as through streets at such time as the adjoining property is
developed. A barricade shall be constructed at the end of the street by the property
owners which shall not be removed until authorized by the City Engineer, the cost of
which shall be included in the street construction cost. Temporary hammerhead
turnouts or temporary cul-de-sac bulbs shall be constructed for stub streets in excess
of 150 feet in length.
The applicant has submitted an addendum to their application to address the block length
standards. The existing development of the school site and surrounding neighborhood
makes a street extension infeasible. The extent of the proposed improvements also does not
warrant street improvements at this time.
Street Alignment and Connections:
Section 18.810.030.H.1 states that full street connections with spacing of no more than
530 feet between connections is required except where prevented by barriers such as
topography, railroads, freeways, pre-existing developments, lease provisions,
easements, covenants or other restrictions existing prior to May 1, 1995 which
preclude street connections. A full street connection may also be exempted due to a
regulated water feature if regulations would not permit construction.
Section 18.810.030.H.2 states that all local, neighborhood routes and collector streets
which abut a development site shall be extended within the site to provide through
circulation when not precluded by environmental or topographical constraints,
existing development patterns or strict adherence to other standards in this code. A
street connection or extension is precluded when it is not possible to redesi�n, or
reconfigure the street pattern to provide required extensions. Land is considered
topographically constrained if the slope is greater than 15% for a distance of 250 feet
or more. In the case of environmental or topographical constraints, the mere presence
of a constraint is not sufficient to show that a street connection is not poss�ble. The
applicant must show why the constraint precludes some reasonable street
connection.
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The applicanYs addendum addresses this issue. The existing school site development and
surrounding neighborhood development precludes providing through circulation.
Cul-de-sacs: 18.810.030.L states that a cul-de-sac shall be no more than 200 feet long,
shall not provide access to greater than 20 dwelling units, and shall only be used
when environmental or topographical constraints, existing development pattern, or
strict adherence to other standards in this code preclude street extension and through
circulation:
• All cul-de-sacs shall terminate with a turnaround. Use of turnaround
configurations other than circular, shall be approved by the City Engineer; and
• The length of the cul-de-sac shall be measured from the centerl�ne intersection
point of the two streets to the radius point of the bulb, and
• If a cul-de-sac is more than 300 feet long, a lighted direct pathway to an adjacent
street may be required to be provided and dedicated to the City.
The scope of this project does not warrant the construction of a cul-de-sac at this time.
Block Designs - Section 18.810.040.A states that the length, width and shape of blocks
shall be designed with due regard to providing adequate building sites for the use
contemplated, consideration of needs for convenient access, circulation, control and
safety of street traffic and recognition of limitations and opportunities of topography.
Block Sizes: Section 18.810.040.B.1 states that the �erimeter of blocks formed by
streets shall not exceed 1,800 feet measured along the right-of-way line except:
. Where street location is, precluded by natural topography, wetlands or other
bodies of water or, pre-existing development or;
. For blocks adjacent to arteriaf streets, limited access highways, major collectors
or railroads.
. For non-residential blocks in which internal public circulation provides equivalent
access.
Section 18.810.040.B.2 also states that bicycle and pedestrian connections on public
easements or right-of-ways shall be provided when full street connection is not
possible. Spacing between connections shall be no more than 330 feet, except where
precluded by ,environmental or topographical constraints, existing development
patterns, or strict adherence to other standards in the code.
Due to existing development patterns, full street connection is not feasible at this time. If the
site is redeveloped sometime in the future, it may be possible to make needed street
connections. However, there are seven pedestnan connections to this site from the
surrounding developments providing connectivity to and through the site. This criterion is
satisfied.
Sidewalks: Section 18.810.070.A requires that sidewalks be constructed to meet City
design standards and be located on both sides of arterial, collector and local
residential streets.
On site sidewalk improvements are pre-existing on this site. No further improvements are
warranted by this development proposal.
Sanitary Sewers:
Sewers Required: Section 18.810.090.A requires that sanitary sewer be installed to
serve each new development and to connect developments to existing mains in
accordance with the provisions set forth in Design and Construction Standards for
Sanitary and Surface Water Management (as adopted by Clean Water Services in 1996
and including any future revisions or amendments) and the adopted policies of the
comprehensive plan.
Over-sizing:
TEMPLETON ELEMENTARY PAGE 16 OF 22
1l12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
Section 18.810.090.0 states that proposed sewer systems shall include consideration
of additional development within the area as projected by the Comprehensive Plan.
The applicant has stated that no additional sewer capacity is required to serve the proposed
improvements.
Storm Drainage:
General Provisions: Section 18.810.100.A states requires developers to make
adequate provisions for storm water and flood water runoff.
The site slopes downward to the southeast. There are no upstream drainage areas
impacting this site, as most of the area upstream is developed and runoff from impervious
areas is collected on those sites.
Effect on Downstream Drainage:
Section 18.810.100.D states that where it is anticipated by the City Engineer that the
additional runoff resulting from the development will overload an existing drainage
facility, the Director and Engineer shall withhold approval of the development until
provisions have been made for improvement of the potential condition or until
provisions have been made for storage of additional runoff caused by the
development in accordance with the Design and Construction Standards for Sanitary
and Surface Water Management (as adopted by Clean Water Services in 2000 and
including any future revisions or amendments).
In 1997, Clean Water Services (CWS) completed a basin study of Fanno Creek and adopted
the Fanno Creek Watershed Management Plan. Section V of that plan includes a
recommendation that local governments institute a stormwater detention/effective impervious
area reduction program resulting in no net increase in storm peak flows up to the 25-year
event. The City will require that all new developments resulting in an increase of impervious
surfaces provide onsite detention facilities, unless the development is located adjacent to
Fanno Creek. For those developments adjacent to Fanno Creek, the storm water runoff will
be permitted to discharge without detention.
The applicanYs engineer has indicated that an underground ADS pipe storage system will be
installed to provide detention.
Bikeways and Pedestrian Pathways:
Bikeway Extension: Section 18.810.110.A states that develo�ments adjoining
proposed bikeways identified on the City's adopted pedestrian/bikeway plan shall
include provisions for the future extension of such bikeways through the dedication of
easerr�ents or right-of-way.
This site is not adjacent to any proposed bikeways. This criterion is not applicable.
Utilities:
Section 18.810.120 states that all utility lines, but not limited to those required for
electric, communication, lighting and cable television services and related facilities
shall be placed underground, except for surFace mounted transformers, surFace
mounted connection boxes and meter cabinets which may be placed above �round,
temporary utility service facilities during construction, high capacity electr�c lines
operating at 50,000 volts or above, and:
. The developer shall make all necessary arrangements with the serving utility to
provide the underground services;
. The City reserves the right to approve location of all surface mounted facilities;
. All underground utilities, including sanitary sewers and storm drains installed in
streets by the developer, shall be constructed prior to the surfacing of the
streets; and
TEMP�ETON ELEMENTARY PAGE 17 OF 22
1/12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
. Stubs for service connections shall be long enough to avoid disturbing the
street improvements when service connections are made.
All utilities are pre-existing any new updates will be subject to approval from the appropriate
provider. This criterion is satisfied.
ADDITIONAL CITY AND/OR AGENCY CONCERNS WITH STREET AND UTILITY
IMPROVEMENT STANDARDS:
Public Water Svstem:
The applicant has indicated that there will be no impact to the water system as a result of this
development.
Storm Water Qualitv:
The City has agreed to enforce Surface Water Management (SWM) regulations
established by Clean Water Services CWS) Design and Construction Standards
(adopted by Resolution and Order No. 0�-7) which require the construction of on-site
water quality facilities. The facilities shall be designed to remove 65 percent of the
phosphorus contained en 100 percent of the storm water runoff generated from newly
created impervious surfaces. In addition, a maintenance plan shall be submitted
indicating the frequency and method to be used in keeping the facility maintained
through the year.
Pr�ior to issuance of buiiding permit, the applicant shall submit plans and calculations for a
water quality facility that will meet the intent of the CWS Design Standards. In addition, the
applicant shali submit a maintenance plan for the facility that must be reviewed and approved
by the City pr:or to cor�struction.
To ensure compliance with Clean Water Services design and construction standards, the
applicant shall employ the design engineer responsible for the design and specifications of
the private water quality facility to perform construction and visual observation of the water
quality facility for compliance with the design and specifications. These inspections shall be
made at signi icant stages throughout the �roject and at completion of the construction. Prior
to fina! building inspecti�n, the design engineer shall provide the City of Tigard (Inspection
Supervisor) with written cor,firmation that the water quality facility is in compliance with the
desiyn and specifica4ions
The prop�sed unit f�orn Stormwater Management is acceptable, provided the property owner
agree� to hire the manufacturer (or approved equal) to provide the required maintenance of
thA unit. Prior to a final building inspection, the applicant shall demonstrate that they have
entered into a maintenance agreement with Stormwater Management, or another company
that demonstrates they can meet the maintenance requirements of the manufacturer.
Site Permit Required:
The applicant is required to obtain a Site Permit from the Building Division to cover all on-site
priva±e ut�lity �nsta!lations (water, sewer, storm, etc.) and driveway construction. This permit
shall b� obtai�e� prior to approval of the final plat.
Gradi�ig and�Ero�ion Control:
CWS �esign and Construction Standards also regulate erosi�n control to reduce the
amount of sediment and other pollutants reaching the public storm and surface water
�ystem resutting from development, construction, grading, excavating, clearing, and
any other activity which accelerates erosion. Per CWS regulations, the applicant is
required to submit an erosion control plan for City review and approval prior to
issuance of City permits.
TEMPLETON ELEMENTARY PP.CE 18 OF 22
1/12/04 PUBLIC HF�RIhG STAFF REPORT �O TtiE HEARINGS OFFICER
The Federal Clean Water Act requires that a National Pollutant Discharge Elimination
System (NPDES) erosion control permit be issued for any development that will
disturb five or more acres of land. Since this site is over five acres, the developer will
be required to obtain an NPDES permit from the City prior to construction. This permit
will be issued along with the site and/or building permit.
It appears that this project may disturb more than one acre of the site. Therefore, a NPDES
permit would be required.
D. IMPACT STUDY:
Section 18.390.040.6.2.e states that the applicant shall provide an impact study to
quantify the effect of development on public facilities and services. For each public
facility system and type of impact, the study shall propose improvements necessary
to meet Cit� standards, and to minimize the imQact of the development on the public at
large, public facilities systems, and affected private property users.
In situations where the Community Development Code requires the dedication of real
propertx interests, the applicant sFiall either specifically concur with a requirement for
public right-of-way dedication, or provide evidence that supports that the real property
dedication is not roughly proportional to the projected impacts of the development.
The applicant has submitted an impact study addressing the required elements above. The
report substantiates that all services are capable of serving the site. The applicant has
Proposed to make the necessary improvements, and there is no applicable Transportation
mpact Fee associated with this development, because they are not increasing the number of
students that would be served by the site. Based on the conditions of approval and findings
of fact within this decision, there are no unmitigated impacts as a result of this development
to any public systems.
SECTION VII. OTHER STAFF COMMENTS
The City of Tigard Building Division has reviewed this application and stated that they
have concerns with exiting that will be addressed as part of the plan review for the new
addition if approved.
The City of Tigard Engineering Department was sent this proposal for review and the
comments have been incorporated into this report.
City of Tigard Operations Manager and Water Department has reviewed this application
and provided comments regarding connection and maintenance of any new and upgraded
services. Contact Rich Sattler at the Water Department for review of the water system.
(503)639-4171 ext. 2609.
City of Tigard Police Department has reviewed this application and requested that a full
lighting plan be submitted for review.
City of Tigard Arborist has reviewed this application and requested that the applicant
reconsider the planting of the Staghorn Sumac as it is aggressive.
SECTION VIII. AGENCY COMMENTS
Tualatin Valley Fire and Rescue has reviewed this application and offered the following
comments:
�� Access roads shall be within 150 feet of all portions of the exterior wall of the first story of
the building as measured by an approved route around the exterior of the building. An
approved turnaround is required if the remaining distance to an approved intersecting
TEMPLETON ELEMENTARY PAGE 19 OF 22
1/12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
roadway, as measured along the fire apparatus access road, is greater than 150 feet.
(UFC Sec. 902.2.1)
The proposed new fire apparatus access lane location is approved. If the proposed
gate wi!! be /ocked, it shall be provided wifh a Knox brand padlock. Please contact
the Fire Marshal's Office for an order form
2� Dead end fire apparatus access roads in excess of 150 feet in length shall be provided
with an approved turnaround. Diagrams of approved turnarounds are available from the
fire district. (UFC Sec. 902.2.2.4)
The proposed fire apparatus turnaround serving the fire lane is approved as
submitted.
s> Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (15
feet for one or two dwelling units and out buildings), and an unobstructed vertical
clearance of not less than 13 feet 6 inches. (UFC Sec. 902.2.2.1)
The dimensions of the proposed fire lane are approved with a width of 15 feet.
a� Fire apparatus access roads shall be of an all-weather surface that is easily
distinguishable from the surrounding area and is capable of supporting not less than
12,500 pounds point load (wheel load) and 50,000 pounds live load (gross vehicle
weight). You may need to provide documentation from a registered engineer that the
design will be capable of supporting such loading. Documentation from a registered
engineer that the finished construction is in accordance with the approved plans or the
requirements of the Fire Code may be requested. (Design criteria on back) (UFC Sec.
902.2.2)
s� The inside turning radius and outside turning radius shall be not less than 25 feet and 45
feet respectively, measured from the same center point. (UFC Sec. 902.2.2.3) — (See
diagrams on back)
s> Where required, fire apparatus access roadway curbs shall be painted yellow and marked
"NO PARKING FIRE LANE" at each 25 feet. Lettering shall have a stroke of not less than
one inch wide by six inches high. Lettering shall be white on red or black on yellow
background. (UFC Sec. 901.4.5.2)
The fire lane shall be provided with No Parking — Fire Lane signs along its entire
length and in the turnaround.
�� The required fire flow for the building shall not exceed 3,000 gallons per minute (GPM) or
the available GPM in the water delivery system at 20 psi, whichever is less. A worksheet
for calculating the required fire flow is available from the Fire Marshal's Office. (UFC Sec.
903.3)
The minimum required fire flow for this project is 1500 GPM at 20 psi. Fire flow
verification shall be provided prior to the issuance of consfruction permits.
a� No portion of the exterior of a commercial building shall be located more than 250 feet
from a fire hydrant when measured in an approved manner around the outside of the
building and along an approved fire apparatus access roadway. Any hydrants that are
left over from the minimum number of hydrant calculations may be full filled by hydrants
TEMPLETON ELEMENTARY PAGE 20 OF 22
1/12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
that are up to 500 feet from any point of the building. The fire Prevention Ordinance has
further requirements that need to be used for acceptance and placement of fire hydrants.
(UFC Sec. 903.4.2.1)
The proposed distribution and number of fire hydrants is approved as submitted.
s� The minimum number of fire hydrants for a building shall be based on the required fire
flow prior to giving credit for fire protection systems divided by 1500. If the answer is
equal to or greater than x.5 the next whole number of hydrants shall be used. There shall
not be less than 2 hydrants per building. (UFC Sec. 903.4.2.1)
Considerations for placing fire hydrants shall be as follows�
• Existing hydrants in the area may be used to meet the required number of hydrants;
however, hydrants that are over 500 feet away from the nearest point of the subject
building shall not contribute to the required number of hydrants.
• Hydrants that are separated from the subject building by railroad tracks shall not
contribute to the required number of hydrants.
• Hydrants that are separated from the subject building by divided highway, freeway, or
heavily traveled collector streets shall not contribute to the required number of hydrants.
• Hydrants that are accessible only by a bridge shall be acceptable to contribute to the
required number of hydrants only if approved by the Chief.
• Private hydrants or public hydrants that are on adjacent private property shall not
contribute to the required number of hydrants for the subject building.
Exception: The use of hydrants located on other private property may be considered if
their locations and access are encumbered in a legal document (such as deed
restriction) by the owners of the involved parcels of property. The encumbrance may
be lifted only after approvals by the Chief on behalf of the fire department and any
other governmental agencies that may require approval.
• When evaluating the placement of hydrants at apartment or industrial complexes the first
hydrant(s) to be placed shall be at the primary access and any secondary access to the
site. After these hydrants have been placed other hydrants shall be sited to meet the
above requirements for spacing and minimum number of hydrants. (UFC Sec.
903.4.2.1.1)
�o� Fire hydrants shall be located not more than 15 feet from an approved fire apparatus
access roadway. (UFC Sec. 903.4.2.4)
��� Fire hydrant locations shall be identified by the installation of reflective markers. The
markers shall be blue. They shall be located adjacent and to the side of the centerline of
the access road way that the fire hydrant is located on. In case that there is no center
line, then assume a centerline, and place the reflectors accordingly. (UFC Sec. 901.4.3)
�2) A fire hydrant shall be located within 70 feet of a fire department connection (FDC). Fire
hydrants and FDC's shall be located on the same side of the fire apparatus access
roadway. (UFC Sec. 903.4.2.5) FDC locations shall be approved by the Chief. (1996
Oregon Structural Specialty Code, Sec. 904.1.1)
TEMPLETON ELEMENTARY PAGE 21 OF 22
1/12/04 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
�3� Approved fire apparatus access roadways and fire fighting water supplies shall be
installed and operational prior to any other construction on the site or subdivision. (UFC
Sec. 8704)
�a� A Knox Box for building access is required for this building. Please contact the Fire
Marshal's Office for an order form and instructions regarding installation and placement.
(UFC Sec. 902.4)
�s> A building survey and plans, in accordance with NF&R Ordinance 99-01, Appendix III-F,
shall be submitted. A copy of Appendix III-F, the building survey form and the instructions
are available on the Fire District web site at www.tvfr.com. (UFC Appendix III-F)
16)
Please contact me at (503) 612-7010 with any additional questions.
Clean Water Services and Portland General Electric were given the opportunity to review
this proposal and submitted no comments or objections.
�
� Janua 5 2004
PREPARED BY: Brad Kilby ATE
Associate Planner -,
�-
��
� �
�._ � � �/' 1,c��
- "�-� Janua 5 2004
APPROVED BY: Richard Bewers ATE
Planning Mana .er
TEMPLETON ELEMENTARY PAGE 22 OF 22
1/12/Q4 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
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� P'�'' N TEMPLETON ELEMENTARY SCHOOL ADDITION
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EXHIBIT�
Tigard-Tualatin School District CUP2003-00011NAR2003-00100
Attn: Stephen Poage TEMPLETON ELEMENTARY SCHOOL
6960 SW Sandburg Street ADDITION
Tigard, OR 97223
Ed Murphy & Associates "NOTICE OF FINAL ORDER BY THE
9875 SW Murdock Street HEARINGS OFFICER"
Tigard, OR 97224
pRE-APP.HEI.D BY:
� � CITY OI- fIGARD PLANNING L� �ISION
13125 SW HALL BOULEVARD TIGARD, OR 97223-8189 y Y� `13�. �
503.639.4171/503.684.7297 � �• `
CITY OF TIOARD 2 �S�
OREGON LAND USE PERMIT APPLICATION
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File# Other Case# �_ �a3_���g 2
2,�� -U c�� �v
Date ° z 3 B Recei t# 3 - Date A lication Com lete
TYPE OF PERMIT YOU ARE APPLYING FOR 362f.��
2 3�.s�
�AdjustmenWariance (I or II) ❑ Minor Land Partition (II) ❑ Subdivision (II or III)
❑ Comprehensive Plan Amendment(IV) ❑ Minor Modification (I) ❑Zone Change (III)
�Conditional Use (III) ❑ Planned Development(III) ❑Zone Change Annexation (IV)
❑ Historic Overlay(II or III) ❑ Sensitive Lands Review(I, II or III) ❑Zone Ordinance Amendment(IV)
� Home Occupation (I or II) ❑ Site Development Review(II)
❑ Miscellaneous (I)- (Lot Line Adjustment/Temporary Use/Tree Removal/Director's Interpretation, etc.)
ress i avai a e
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'When the owner and the applicant are different people, the applicant must be the purchaser of record or a lessee in
possession with written authorization from the owner or an agent of the owner. The owners must sign this application in the
s ace rovided on the back ot this form or submit a written authorization with this a lication.
ease e speG ic
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APPLICATIONS WILL NOT BE ACCEPTED WITHOUT ALL OF THE REQUIRED SUBMITTAL ELEMENTS AS
DESCRIBED IN THE "BASIC SUBMITTAL REQUIREMENTS" INFORMATION SHEET.
5ep U� U� Uy: 4tla �urony JUJJVViu �� N- �
. �
THE APPLICANT SHALL CERTIFY THAT:
♦ If the application is granted, the applicant shall exercise the rights granted in accordance with the
terms and subject to all the conditians and limitations of the approval.
♦ All the above statements and the statements in the plot plan, attachments, and exhibits
transmitted herewith, are true; and the applicants so acknowledge that any pe�mit issued, based
on this application, map be revoked if it is found that any such statements are false.
♦ The applicant has read the entire contents of the applicativn, including the policies and criteria,
and understands the requirements for approving or denying the application(s).
.,
SIGNATURES �� €_�H OWNER OF THE SUBJECT PROPERTY ARE REQUIRED.
.��
: �s � x a�
Owne S gnature Dat
,
Owner's Signature Date
Owner's Signature Date
Owner's Signature Date
Owner's Signature Date
�
Applicant/AgentlRepresentative's Signature Date
Applicant/AgenURepresentative's Signature Date
CITY OF TIGARD 10/23/2003
13125 SW Hall Blvd. 9:21:28AM
Tigazd,Oregon 97223 '
(503) 639-4171
Receipt #: 27200300000000004679
Line Items:
%E/yPtETa�c/ Date: 10/23/2003
Case No Tran Code Description Revenue Account No Amount Paid
(�0 �p [LANDUS] Site Development Rev 100-0000-438000 L�pasi' 4,335.15
S� VAR2003-00100 [LANDUS]ADNSTMENT 100-0000-438000 �����'�'��� 238.50
C'�,[P2003'Dd O// Line Item Total: $4,573.65
Payments:
Method Payer User ID Acc�/Check Approval No. How Received Amount Pa►a
TRUST TIGARD-TUALATIN SCHOOL TTSD23J In Person 4,573.65
Payment Total: $4,573.65
Page 1 of 1 cReceipt.rpt
CRY OF TIOARD
�'ominiu:ity�Developmerrt
S�apin��,4-t�cttcr�'onrntu�tity
LAND USE PROPOSAL DESCRIPTION
120 DAYS = 3/9/2004
FILE NOS.: CONDITIONAL USE PERMIT (CUP) 2003-0001 I
ADJUSTMENT (VAR) 2003-00100
FILE TITLE: TEMPLETON ELEMENTARY SCHOOL ADDITION
APPLICANT/ Tigard-Tualatin School District No. 23J
OWNER: At�n: Stephen Poage
6960 SW Sandburg Street
Tigard, OR 97223
APPLICANT'S Ed Murphy & Associates
REP.: Attn: Ed Murphy
9875 SW Murdock Street
Tigard, OR 97224
REQUEST: The applicant is requestin Conditional Use approval to add an 8,300 square foot
addition to the existing 51,�30 square foot school, to modify the parking areas, and to
add a fire access lane along the north property line. The applicant is also seeking an
Adjustment to reduce the required number of bicycle stalls on site.
LOCATION: 9500 SW Murdock Street; WCTM 2S111AC, Tax Lot 2901.
ZONE: R-4.5: Low-Density Residential District. The R-4.5 zoning district is designed to
accommodate detached single-family homes with or without accessory residential
units at a minimum lot size of 7,500 square feet. Duplexes and attached single-family
units are permitted conditionally. Some civic and institutional uses are also permitted
conditionally.
APPLICABLE
REVIEW
CRITERIA: Community Development Code Chapters 18.330, 18.360, 18.370, 18.390, 18.510,
18.705, 18.725, 18.745, 18.755, 18,765, 18.790, 18.795 and 18.810.
CIT AREA: South
DECISION MAKING BODY BELOW: ❑ TYPE I ❑ TYPE II � TYPE III ❑ TYPE IV
DATE COMMENTS WERE SENT: NOVEMBER 18, 2003 DATE COMMENTS ARE DUE:DECEMBER 2, 2003
�HEARINGS OFFICER (MON.) DATE OF HEARING: JANUARY 12, 2004 TIME: 7:00 PM
❑PLANNING COMMISSION (MON.) DATE OF HEARING: TIME: 7:00 PM
❑CITY COUNCIL (TUES.) DATE OF HEARING: TIME: 7:30 PM
❑STAFF DECISION (TENTATIVE) DATE OF DECISION:
COMPONENTS RELATED TO THE PROJECT AVAILABLE FOR VIEWING IN THE PLANNING DIVISION
VICINITY MAP UTILITY PLANS � LANDSCAPE PLAN
� SITE PLAN � TREE PLAN � IMPACT STUDY
� NARRATIVE � STORM H20 ANALYSIS
STAFF CONTACT: Brad Kilbv, Associate Planner (503) 639-4171, extension 2434
November 10, 2003
CITY OF TIGARD
Tigard-Tualatin School District
Attn: Stephen Poage OREGON
6960 SW Sandburg St.
Tigard, OR 97223
RE: CUP2003-00011 and VAR2003-00100 (Templeton Elementary)
Dear Mr. Poage:
The City of Tigard received your application submittal for Conditional Use review on
October 23, 2003. The development site is described as WCTM 2S111AC, tax lot
02901. This letter is to inform you that the application has been deemed complete, and
is now scheduled for review. I have requested 15 additional copies of all the materials
from Ed Murphy.
A hearing on this matter has been scheduled with the Tigard Hearings Officer on
January 12, 2004.
If you have any questions, please contact me at (503)639-4171, x2434.
Sinc ely,
lt.�f �-�
Brad Kilby, AICP
Associate Planner
cc: Ed Murphy
Land Use Casefile No. CUP2003-00003
13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD(503)684-2772
Project:� �� �005— QC��iI � J�r ��� -���
L-AN� USE APPLIC�'ION Date: �;! �,� : _.
COMPLETENESS REVIEW � �OMPLETE ❑ INCOMPLETE
STANDARD INFORMATION:
❑ Deed/Title/Proaf Of Ownership � Neighborhaod Mtg. Affidavits, Minutes, List O(Attendees [J� Impact Study(18.390)
� USA Service Pravider Letter N,� _fonstrudian fost Estimate ❑ # Sets Of Application Materials/Plans
[� Pre-Appliwtion Con(erence Notes Q� Envelopes With Pottage (Verify Count}
p�JECT STATISTICS:
� Building Footprint Size ❑ °/a Of landscaping On Site ❑ % Of Building Impervious Surface On Site
[� Lot Square Footage
PLANS DIMENSIONED:
❑ Building Footprint � �, Parking Space Dimensions(Indude Accessiblc&Bike Parking) ❑ Truck loading Space Where Applicable
Q/ Building Height Q' Access Approach And Aisle ❑ Yisual Clearance Triangle Shown
AD�ITIONAL PLANS: -
�� �licinity Map [�. Architectural Plan Q Tree Inventory
Q/Existing Conditions Plan �_�.andscape Plan
� Site Plan t� ❑ lighting Plan
�-------..
TREE PLANIMITIGATION PLAN:
❑ �
❑ � --
�DDITIONAL REPORTS: (list any special reports)
a o
o a
❑ o
��.PONSE TO APPLICABLE CODE SECTIONS:
Q I 8.330�c�a�o�u�� ❑ I 8.620(rgud T���e oes�ga St�dudsJ Q I 8.165�oR-Soreec Puwng/�o�eing Req���nu►
❑ I 8.340��r:�wPRtio�� ❑ , I 8.630(Wsshingo�Squue kgion�[enter� ❑ I 8.775(knsiure lanes kvicw►
❑ I 8.350{w�ee o��op��q �"� I 8J05{�cass/E�.ss/Grw�oo�) 0 I 8.780(��)
❑ , 18.360�u o���k�► ❑ I 8.7!Oµcaswry kside�o�u��n) ❑ I 8.185 R��u�v«mu�
� I8.370 nu��«s�Adjusu�ncs) ❑ 18.715(oen�ry Comp�tioo�s) [� 18.790(�ree�emo�
� I H.3SO(Ioning M�p/Te�ct Amendmen�) ❑; 18.720��c��cadry sn�e�as� 0 I 8.795�r��il a��«,�u�
❑ I 8385�n��aN��e�aJ � I B.�2S(Environmenol Pedornunce Snnduds) ❑ I H.�9�(W�oer Msaras(IHR)Orerl�y District)
l� I B.39O(Detisioa M�king Procedura/knpact Swdr) ❑ I H.�3O(Eaapuons To Devdopment Snnduds) ❑ �5.�98(Vfirtku Cmn�uniation F�aRGa)
❑ I 8.410�c����a��:a��n� ❑ I 8.140��c�o��� O I H.H I O(�oreet b Uuliry Myrorement St�nduds)
� I EA2O(lind Puuuons) ❑ I 8J42(xome ocap�tio�vvmia)
Q�. I 8.430�,�e�� 0 I 8.745(unesapi�g d kmning S�duds)
� I S.S I O(ksidenwl Ianing Districu) ❑ �8.�5�(MmuGcwred/Mobil Hane kgul�oons)
❑ I 8.520�ca,�ro�i���g a�o;�� ❑ I 5.155�i=ee sotid wuoe/kqdi�q soo�q��
� I a.S3O(Mdusui�l loning DisVicts) ❑ I H.)6O(Noncon(omiing Sim�uons}
ADDITIONAL ITEMS:
1:lcurpinvnastersVevisedUand use application c�ompleteness review.dot REVISEO: 17-Jan-01
'PUB�IC FACILITY PLAN Project: r emplefon Elementary School
COMPLETENESS CHECKLlST Dafe: 10/27/03
GRADING
� Existing and proposed contours shown.
� Does proposed grading impact adjacent parcels?
❑ Yes � No
� Adjacent parcel grades shown.
STREETISSUES
� Right-of-way clearly shown.
� Centerline of street(s) clearly shown.
� Street name(s) shown.
� Existing/proposed curb or edge of pavement shown.
❑ Street profiles shown. NA
❑ Future Street Plan: Must show street profiles, topo n/a
on adjacent parcel(s), etc.
❑ Traffic Impact Report NA
❑ Street grades compliant? NA
❑ Street widths dimensioned and appropriate? NA
❑ Private Streets? Less than 6 lots and width NA
appropriate?
❑ Other:
SANITARY SEWER ISSUES
❑ Existing/proposed lines shown. NA
❑ Stubs to adjacent parcels required/shown? NA
WATER ISSUES
� Existing/proposed lines w/ sizes noted?
� Existing/proposed fire hydrants shown?
❑ Proposed meter location and size shown? NA
� Proposed fire protection system shown?
STORM DRAINAGE AND WATER QUALITY ISSUES
Existing/proposed lines shown?
Preliminary sizing calcs for water quality/detention
provided?
� Water quality/detention facility shown on plans?
❑ Area for facility match requirements from calcs? Na
❑ Facility shown outside any wetland buffer? n/a
❑ Storm stubs to adjacent parcels required/shown? NA
I
The submit I is hereby deemed COMPLETE ❑ INCOMPLETE
By: Date: JO • Z`�j• O�j
REVISED: 10/27/03
� ED MURPHY & ASSOCIATES
��� l.n�irl ('.��r� 1'lalzt�ii�q ari�l 1)��r��lu�inl���z( Sr�r��i��r-.�
November 12, 2003
Brad Kilby �v
Department of Community Development ������
City of Tigard a J� 1 � �0�3
f �.
13125 SW Hall Blvd.
Tigard, Oregon 97223 CiTY OF TIGARD
�� �,oit�J}p.�r ,�-t,=���.i�FRl�i�=
RE: Templeton Elementary School -- Major Modification to a Conditional Use Permit
Dear Mr. Brad:
With this letter I am submitting an additional seventeen copies of the Templeton
Elementary School Conditional Use Permit application, including seventeen sets of full-sized
plan drawings. The only thing changed in these copies from the three copies submitted on
October 21st is that I added an addendum on page 20. This addendum provides an additional
response to Chapter 18.810"Street and Utility Improvement Standazds", as you requested.
As per our discussion, I reviewed the utilities information again, and believe it is
adequate. No changes to the sewer system are planned. The storm water improvements are
described in some detail on page 6. The only changes to the water system include the addition of
a 6" ductile iron water pipe connecting the water main at the end of SW Murdock Street to the
school building. A new fire hydrant will be installed off that new line, in the island area. These
on-site water improvements are shown on Sheet CS of the drawings.
Please call me if you need anything else. Thanks Brad.
Sin e ,
Ed Murphy,A CP
cc. Nick Hams, Cornerstone Construction Management
Keith Johnson, Dull Olson Weekes Architects
��8�, S W Mz�r�I��cJ, St. 7'igard. Oreqon 97zz.{
/ Yhone 503. 6a4.46a5 /Cellular So3. 3�4.0677 /Fax So3. g68.�674
►
� qFFIDAVIT OF MAILING/POSTING NEIGHBORHO D MEETING NOTICE
IMPORTANT NOTICE: THE APPLICANT IS REQUIRED TO MAIL THE CITY OF TIGARD A COPY OF THE
NFIGHBORHOOD MEETlNG NOTICE THAT PERTAINS TO THIS AFFIDAVIT AT THE SAME TIME PROPERTY
OWNERS ARE MAILED NOTICE, TU THE ADDRESS BELOW:
City of Tigard Planning Division �w �'.�
� ,.
13125 SW Hall Boulevard *�: ,` ',
Tigard, OR 97223-8189
IN ADDITION, THE APPLICANT SHALL SUBMIT THIS AFFIDAVIT & COPIES OF ALL NOTICES AT THE TIME OF APPLICATION.
MAILING:
�
I, �d /f�1 u r��y , being duly sworn, depose and say that on the 8 day of ws f
20 42 • I caused to have mailed tq each of the persons on the attached list, a notice of a megting to discuss a proposed
development at(or near) %ew+p ICiv� Y�Pi+1Mf�rv St�oil� �'Soe StJ Nl u�dock St a copy
of which notice so mailed is attached hereto and made a part of hereof.
I further state that said notices were enclosed in envelopes plainly addressed to said persons and were deposited on the
date indicated above in the United States Post O�ce located at �Vla,i�► Sf►'«�, T",�tu rd ,
with postage prepaid thereon.
�.
Signa ure (In t pr ence of a Notary Public)
POSTING: �
I, u�'' �+ do affirm that I am (represent) the party initiating interest in a proposed
e ' � � oo l affecting the land located at (state the approximate location(s) IF no
ad ress(s)and/or tax lot(s)currently r gistered) 2,1'�(1 f4G� .2901 ,
and did on the� day . , 20Q3_personally post notice indicating that the site may be
proposed for a � r ' C(t application, and the time,date and place of a neighborhood meeting to
discuss the proposa.
The sign was posted at i5�and �� �tf d�PrQloN ��er►�trrTti�vT jS%b�i. �l'ONn l�ur�ock Sf.
(state location you posted notice on property)
K
ignature (I the resence of a Notary Public)
(THIS SECTION FOR A STATE OF OREGON, NOTARY PUBLIC TO COMPLETE/NOTARIZE)
STATE OF �� '��� '= �=-��' `� )
County of ��,� �'�>�-�' ' ''�'''^� ) ss.
Subscribed and sworn/affirmed before me on the .'��day of (�,� �' �(,u� , 20�.
T OFFiCIALSEAL
'»' BARBARA 6UTLER
�`^"�7� NOTAf3Y pURIJGOREGON
-�'` CQ�^i�'���;�!0'�N0.364280 � � �
��iY COM��1ISSi��N E',.�"r���f-s�ArJ. 1,2007 , , / �
� %_ii} � C� CI �I'_ ( ( �:
NOTARY PUBLIC OF OREGON
My Commission Expires: I -C I —C �
Applicant, please complete_the information below:
NAME OF PROJECT OR PROPOSED DEVELOPMENT:
TYPE OF PROPOSED DEVELOPMENT:
Address or General Location of Subject Property:
Subject Property Tax Map(s)and Lot#{s):
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Templeton Elementary School Conditional Use Application
TABLE OF CONTENTS
KEY INFORMATION 1
SUMMARY 3
BACKGROUND INFORMATION 5
RESPONSE TO CUP CRITERIA 9
BICYCLE PARKING ADJUSTMENT 17
CONCLUSIONS 19
EXHIBITS 21
Exhibit `A' Pre-application conference notes
Exhibit `B' Tax assessor's map
Exhibit `C' Aerial photograph
Exhibit `D' Zoning Map
Exhibit `E' Utilities Maps
Exhibit `F' Service provider response - Clean Water Services Agency
Exhibit `G' Tree Assessment
Exhibit `H' Letter from Principal Thomason regarding bicycle parking needs
Exhibit `I' Neighborhood meeting documentation
Exhibit `J' Site Plan, including:
C1 Existing Conditions
C2 Demolition Plan
C3 Civil Site Plan
C4 Grading/ Erosion control
C-5 Utility Plan
L101 Planting Plan
A1.1 Architectural Site Plan
A2.1 Addition Floor Plan
A3.1 Exterior Elevations
STM-1 Basin Map
Templeton Elementary Schonl CUP
� � � ' �
Project Name: Templeton Elementary School Major Modification to a
Conditional Use permit
Property Description: 2S111ACO2901
Location: 9500 SW Murdock St.
Parcel size: 12.62 acres
Zoning: R-4.5
Applicant: Tigard-Tualatin School District 23J
6960 SW Sandburg Street
Tigard, Oregon 97223
Attention: Stephen Poage
Telephone 503-431-4003
Fax: 503-431-4047
Property Owner: Same
Applicants Representatives:
Project Manager
Nick Harris, Senior Project Manager
Cornerstone Construction Management Inc.
5410 SW Macadam Avenue, Suite 250
Portland, Oregon 97210
Telephone 503-295-0108
Fax 503-295-1896
Architect
Keith Johnson
Dull Olson Weekes Architects
319 SW Washington St., Suite 200
Portland, Oregon 97204
Telephone 503-226-6950
Fax 503-273-9192
Land Use Planner
Ed Murphy
Ed Murphy & Associates
9875 SW Murdock St.
Tigard, OR 97224
Telephone 503-624-4625
Fax 503-968-1674
edmurphy&associates/ttsd/templeton/cupapplfindd l0/2 UO3 1
Trm��f��tun f�lc�iner�turv Schunl C�f;.
Civil Engineer
Mark Wharrey
SJO Consulting Engineers, Inc.
6650 Redwood Lane, Suite 360
Tigard, OR 97224
Telephone 503-226-3921
Fax 503-226-3926
Landscape Design
Nick Wilson
Atlas Landscape Architecture
320 SW 6'h Avenue, Suite 310
Portland, OR 97204
Telephone 503-224-5238
Fax 503-224-5239
Arborist
David Halstead
Halstead's Arboriculture Consultants, Inc.
P.O. Box 1182
Tualatin, Oregon 97062
Telephone 503-245-1383
Fax 503-295-1896
2 edmurphy&associates/ttsd/templeton/cupapp/findr/10/21/03
7emplcton Elementary School CUP
• The Tigard-Tualatin School District plans to improve the Templeton Elementary School.
A major modification to a Conditional Use Permit is required.
• There will be virtually no impact to the sewer, water, roads and storm water systems.
The number of students and staff will remain approximately the same.
• The total amount of impervious surface will be increased by 18,372 square feet, which
represents a 3.34% increase.
• Concurrent with the CUP application, the District is applying for an adjustment to the
required minimum number of bicycle parking spaces of six spaces per classroom.
edmurphy&associates/ttsd/templetor✓cupapp/finddl0/21/03 3
Tc-ntplf�lai Lle�rientar_��Schnr�!(�l;t
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4 edmurphy&associates/ttsd/templeton/cupapp/finddl0/2 V03
i
I
I
r empleton Elementary School CUP
i ' � � � � � �
History: The City staff and representatives of the Tigard-Tualatin School District met
on July 10, 2003 in a pre-application conference to discuss proposed improvements to the
school and the site. The notes of that meeting are attached as Exhibit `A'. The property is
made up of one tax lot, comprising a 12.6-acre parcel with frontage only on SW Murdock
Street where it dead-ends into the school site. (Please refer to the Tax Assessor's map,
Exhibit `B'.) It is almost flat, sioping slightly from west to the east. It currently has the
Templeton Elementary School on it, including a modular classroom. (Please refer to aerial
photograph, Exhibit `C'.) The school has been in this location since the early 1960's. The
most recent modification to the conditional use permit occurred in 1991, when the portable
classroom was added, along with four parking spaces.
Adjacent uses. The property is zoned R-4.5, as is the surrounding neighborhood. (Please
refer to Zoning Map, Exhibit `D'.) The property is bordered by single-family homes on the
east and west sides, some vacant residentially zoned land on the south side, and Twality
Middle School along the north side.
Description of Proposal. The new additions to the elementary school will add
approximately 8300 square feet to the existing 51,030 square foot building, an increase of
16% in floor area. The modifications will significantly improve the school. They will include
construction of educational spaces (two classrooms, a computer lab, a music room), two
workrooms, a counseling room and office, a music equipment storage room, and two
reading alcoves. In addition, some site improvements will be made, including construction
of an additional parking area in the center of the existing turn-around island, re-striping the
existing parking lot, and construction of a new fire apparatus access drive. Parking lot trees
will be planted in the new parking area.
No changes to any of the existing utilities are necessary, except for bringing in a new water
line for the sprinkler system. The school is already served with adequate sewer, water and
storm water lines. (Please refer to the Existing Utilities Maps, Exhibit `E'.) The traffic impact
is minimal, since access to the new school is provided in the same manner as access to the
existing school.
There are no sensitive lands that will be impacted by the proposed use, i.e. wetlands, steep
slopes, floodplains, or wildlife habitats. The Washington County Clean Water Services
(CWS) Agency has provided a service provider letter. (Please refer to the CWS letter,
Exhibit `F'.)
Chapter 18.390.040.6.2.e Impact Analysis: This section requires an impact study as part
of the Type II procedure. No improvements to the transportation, drainage, parks, water,
and sewer systems are necessary to meet City standards or to minimize the impact of the
development on the public at large, public facilities systems, and affected private property
users.
Following are comments regarding the impact of the proposed development on public
facilities and services.
edmurphy&associates/ttsd/templeton/cupapp/findr/10/2 UO3 5
T��m��lelon l�lrv����i�t�u���Schou!C�.
Transportation System: There are no significant impacts to the transportation system as a
result of this proposed development. No improvements to the transportation system are
necessary to meet City standards or to minimize the impact of the development on the
public at large, public facilities systems, and affected private property users. There will be a
driveway apron constructed across the existing driveway at the entrance to the parking lot
from SW Murdock Street, which shculd have the affect of slowing drivers down as they enter
onto the school property.
Draina�e System: The property slopes generally from the west to the east. Storm water run-
off will be directed into the existing 12" concrete storm water line that connects to SW g2nd
Avenue through SW Heidi Court. Water quality and quantity facilities will be provided for the
18,372 square feet of new impervious areas. Runoff from the parking lot will be directed into
an underground detention system beneath the center island, consisting of 450 lineal feet of
18" HDPE detention pipes. Fabricated catch basin "stormfilters" will be used to achieve
water quality requirements. No other improvements to the drainage system are needed.
(Please refer to a companion document, "Stormwater Management ReporY', by SJO
Consulting Engineers, October 2003, for more information.)
Parks S�stem: No impact to the park system will occur as a result of this proposed site
development. The remodeled school will have the same type of recreation facilities
available as the existing school does currently.
Water System: No impact to the water system will occur as a result of this proposed site
development.
Sewer System: No impact to the sewer system will occur as a result of this proposed site
development.
Noise impacts: Most activities will take place indoors. During recess, the children will use
the playgrounds on the east and south sides of the building, as well as the ball fields at the
south end of the property. During the evenings, when the neighbors are more likely to be
home, the school will generally be closed. The overall noise level should not change as a
resutt of this modification.
The noise levels from the school building and grounds will be well within the City's noise
standards. Further, the City's noise ordinance, Title 7, Section 7.40.180, specifically makes
an exception for noise coming from normal school activities. It states the following in
Section 7.40.180 "Exceptions":
The following shall not be considered violations of this article, even if the sound limit
specified in Section 7.40.160 is exceeded:
A. Non-amplified sounds created by organized athletic or other group activities, when
such activities are conducted on property generally used for such purposes, such as
stadiums, parks, schools, and athletic fields, during normal hours for such events.
Li htin : The school building, school grounds and parking lot will be illuminated in the same
manner that they are currently, except that two new parking lot lights will be added in the
center island, as shown on the Architectural Site Plan, Exhibit `J', sheet A1.1. When the
building is unoccupied, most exterior lights will be turned off. The lights will be on timers
O edmuiphy&associate�/ttsd/templeto�ilcupapp/findr/10/2 UO3
.�mpleton Elementary Scltool CUP
and photocells, which will lessen the amount of energy used, provide better security, and
reduce the impact to the neighbors from light intrusion.
Police. Fire and other Emergency Services: No impact to police, fire or other emergency
services will occur as a result of this proposed site development. The sprinkler system that
will be added in the existing aclministration, media center and all new addition spaces will
improve the overall safety of the school. The new additions will be built to modern building
code standards. A new fire apparatus access lane and turn-around will be added on the
north side of the school building, improving accessibility for emergency vehicles.
edmurphy&associates/ttsd/templeton/cupapp/findd]0/21/03 '�
Ternpleton Elementury School C(,
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g edmuiphy&associates/ttsd/templeton/cupapp/findr/10/2 V03
r rmpleton Elementary School CUP
� � , , � i � .
Chapter 18.330 of the Tigard Development Code (hereinafter "Code") contains the
standards and procedures under which a major modification of a conditional use may be
permitted. Section 18.330j.030 contains the approval standards, which are as follows:
18.330.030 Approval Standards and Conditions of Approval
A. Apqroval Standards. The Hearings Officer shall approve, approve with conditions, or
deny an application for a conditional use or to enlarge or alter a conditional use based on
findings of fact with respect to each of the following criteria:
1. The site size and dimensions provide adequate area for the needs of the proposed use;
2. The impacts of the proposed use of the site can be accommodated considerina size,
shape, location, topography, and natural features;
3. All required public facilities have adequate capacity to serve the proposal;
4. The applicable requirements of the zoning district are met except as modified by this
chapter;
5. The applicable requirements of 18.330.050; and
6. The supplementary requirements set forth in other chapters of this code including but
not limited to Chapter 18.780, Signs, and Chapter 18.360, Site Development Review,
if applicable, are met.
Section 18.330.050 contains additional development standards applicable to schools, which
are as follows:
18.330.050 Additional Development Standards for Conditional Use Types
B. Additiona] development standards. The additional dimensional requirements and
approval standards for conditional use are as follows
8. Schools:
a. There shall be no minimum lot size requirements for schools other than what is
required for the applicable zoning district;
b. Setbacks:
(1) The front yard setback shall be a minimum of 30 feet;
(2) On corner lots and through lots, the setback shall be a minimum of 20 feet
on any side facing a street, plus meet visual clearance areas, Chapter
18.795;
(3) The side yard setback shall be a minimum of 20 feet; and
(4) The rear yard setback shall be a minimum of 30 feet.
RESPONSE TO CRITERIA
1. The site size and dimensions provide adequate area for the needs of the proposed
use;
The site has been functioning as an elementary school site for many years. The
modifications to the school will not add student capacity as much as provide additional
classroom space for music, computers and media. The site is relatively flat, with little
edmurphy&associates/ttsd/templeton/cupapp/findr/]0/21/03 9
Tri�rp/c�ton Elenreuit�trv Srh��nl(�L.
existing significant vegetation, and is rectangular in shape. As can be seen from the Civil
Site Plan, Exhibit `J', Sheet C3, the additions to the elementary school generally fit within the
existing outside perimeter of the existing buildings. The total parcel size is 549,730 square
feet, and all the school buildings together will occupy 59,315 square feet, or approximately
11% of the site.
The site where the additions to the school building are proposed is not an area that is
subject to ground slumping or sliding. There is adequate distance between the school
building and any surrounding buildings, which provides for adequate light and air circulation,
and accessibility to fire-suppression equipment. All the regular classrooms will have
windows, which will provide an abundance of natural light.
2. The impacts of the proposed use of the site can be accommodated considering size,
shape, location, topography, and natural features.
The modifications to the elementary school will have the same impact on the neighborhood
as the existing school does. There is no significant additional impact to the public facilities
and transportation systems.
The school additions will be a maximum of 30-feet in height, the maximum height allowed in
the R-4.5 zone.
The topography is such that the drainage will go east towards east, across the fields. The
drainage will not be significantly affected.
The existing trees and shrubs on and along the edges of the property, particularly along the
west and south sides of the property, will help buffer and screen the adjoining properties. A
few trees will need to be removed for the parking lot improvements, namely, a 16" pine and
an 8" deciduous tree that are currently in the landscaped island in front of the school. The
site plan shows three parking lot trees for this new parking lot area, which will help mitigate
the loss of the two existing trees.
The lighting from the school building and parking lot will be designed and managed to
minimize the impact on the neighborhood.
3. All required public facilities have adequate capacity to serve the proposal.
The public sewer, storm water and water systems have adequate capacity for the existing
school, and the new school will be essentially the same number of students and
teachers/support staff. The transportation system is adequate to support the existing
school.
Other semi-public facilities and services, including electrical, natural gas, cable, and
garbage disposal are available, and the construction of the new school will not significantly
change the impact on those services and facilities.
4. The applicable requirements of the zoning district are met except as modified by
this chapter.
]Q edmurphy&associates/ttsd/templeton/cupapp/findr/10/21/03
.,..�tpleton Elementury Schoo!CUP
The property is zoned R-4.5. The proposed elementary school modifications are in
compliance with all of the applicable requirements of R-4.5 zone. Following is a summary of
how the proposed school and site comply with the zoning district regulations.
Minimum lot size. The requirement is 7500 sq. ft. per unit. The lot size exceeds this
minimum lot size requirement.
Average lot width: The requirement is 50 feet. The lot width exceeds this average lot
width requirement.
Minimum building setbacks: The setback requirements ordinarily applicable in the R-4.5
zone are superceded by Section 18.330.050.B.8 of the Development Code. The school will
exceed those setbacks.
Maximum Building Height: The maximum allowable building height is 30 feet. The
proposed addition to the elementary school building will not exceed the maximum building
height.
Maximum percentage of lot coverage: There is no maximum percentage of lot coverage
in the R-4.5 zone.
Streets: SW Murdock Street will remain the same, since it just dead-ends at the school
property line. The dead-end portion of SW Murdock Street is less than 200 feet in length, so
no cul-de-sac turn-around is required.
Pedestrian and handicapped accessibility: Pedestrian accessibility to the elementary
school will remain the same as it is currently. Pedestrians will be able to access the school
from either SW Murdock Street, or from SW 92"d Street via the pedestrian pathway
connection off of SW Leslie Court. The pathway to the entrance of the school from the
accessible parking spaces will meet ADA standards.
Handicapped parking: The proposed site plan calls for 29 new parking spaces. Out of the
total of 80 parking spaces, 4 will be handicapped accessible, as per the accessibility
standards set forth in the State of Oregon Uniform Building Code.
Bicycle parking: The Code requires 6 spaces per classroom. Since there are 28
classrooms, that would be 168 bicycle spaces. Based on actual experience, only about 6 to
10 bicycles parking spaces are needed. (Please refer to Exhibit `H', letter from Principal
Thomason.) There are enough bike racks now to accommodate 36 bicycles, which is more
than adequate. The District is applying for an adjustment to the bicycle parking standard
concurrently with the CUP application.
Utilities: All utilities will meet City standards. All new on-site utilities will be undergrounded.
Parking lot landscaping. The new parking lot in the center of the island will meet the City
standard of one parking lot tree per seven parking spaces. Since the parking lots are not
sited next to a public roadway, screening from the street is not required. All of the other
parking areas are pre-existing, and no parking lot trees or landscaping is practical at this
point.
edmurphy&associates/ttsd/templeton/cupapp/findr/10/2l/03 1 1
Tenipletun Ele�neruu�_��Schuol CU.
Parking lot lighting: The lighting from the new parking lot light fixtures will be directed
downward so as not to interfere with the neighbor's properties. The parking lot lighting will
be controlled by either time device or photocell per District standards.
Minimum percentage of site landscaping. There is no minimum required percentage of
landscaping in the R-4.5 zone.
Buffering and Screening: Buffering and screening is not required in this case.
Nonetheless, there is already adequate screening along the west property line, north of
Murdock Street (tax lot 2S111 BD00401), which provides a solid vegetative screen.
5. The applicable requirements of 18.330.050.
The proposed school building exceeds the required minimum setbacks. Since the school
faces SW Murdock Street, and that is the only street frontage, the west side is the front yard.
The yard setbacks will be:
• Front yard setback—205 (minimum 30 feet required)
• South side yard setback -- 220 feet (minimum 20 feet required}
• North side yard setback -- 30 feet (minimum 20 feet required)
• Rear yard setback—225 feet (minimum 30 feet required)
6. The supplementary requirements set forth in other chapters of this code
including but not limited to Chapter 18.780, Signs, and Chapter 18.360, Site
Development Review, if applicable, are met.
The following information addresses the other chapters of the Code.
Chapter 18.360 Site Development Review. This proposed use is not subject to the Site
Development Review Chapter of the Code. Section 18.360.020.A.5, under "applicability and
exemptions", says site development review shall not apply to "any proposed development
which has a valid conditional use approved through the conditional use permit application
process". However, many of the submission requirements and development standards
applicable to a Conditional Use Permit application are the same as for a Site Development
Review application.
Chapter 18.705 Access, Egress and Circulation. The most applicable section is
18.705.030.F, "Required walkway location." The walkway from the south side of SW
Murdock Street does not cross a parking lot. There is an existing pedestrian crossing at the
intersection of SW Murdock Street and SW 96'" Street.
Chapter 18.710 Accessory Residential Units. The Chapter is not applicable.
Chapter 18.715 Density Computations. The Chapter is not applicable.
Chapter 18.720 Design Compatibility Standards. The Chapter is not applicable.
Chapter 18.725 Environmental Performance Standards. This Chapter applies the
federal and state environmental laws, rules and regulations to development within the City of
Tigard.
1� edmwphy&associu[cs/nsd/tcniplclun/cupapp/tindr110/21/03
.�mpleton Elementary School CUP
• Noise. As noted previously in this application, the City's noise ordinance makes an
exception to the noise regulations for schools, in Section 7.40.180.
• Visible emissions. This applies only to areas zoned commercial or industrial, and is
not applicable to schools.
• Vibration. There will not be any vibrations emanating from the school property that will
be discernible without instruments at the property line.
• Odors. There should not be any odorous gases or other matter generated from the
school property in such quantities as to be readily detectable at any point beyond the
property line.
• Glare and heat. The will be no direct or sky-reflected glare visible at the property line,
or any emission or transmission of heat or heated air which is discernible at the property
line.
• Insects and rodents. The materials that might attract rodents will be located near the
kitchen and loading area. All wastes will be stored in closed containers on the north side
of the school building, and the grounds will be maintained in a manner that will not
attract or aid in the propagation of insects or rodents or create any type of health hazard.
Because this is an elementary school, it is extremely important that the waste disposal
and recycling area be kept as clean as possible at all times.
Chapter 18.730 Exceptions to Development Standards. This Chapter is not applicable.
Chapter 18.740 Historic Overlay. This Chapter is not applicable.
Chapter 18.742 Home Occupations. This Chapter is not applicable.
Chapter 18.745 Landscaping and Screening.
Buffering and screeninq. The buffering and screening matrix (Table 18.745.1) does not
show a requirement for buffering and screening between existing detached single-family
units and institutional uses such as schools. The school site is pre-existing development,
and the exterior footprint will not change relative to the neighborhood views of the building.
Further, the school building is set back from the property lines by large distances.
Therefore, no additional buffering and screening of the building is necessary.
Street Trees.
The School property does not have any frontage on public streets, except for the dead-end
SW Murdock Street. The site plan does not include any street trees.
Screenin�
Screening and landscaping of parking lot and loading area is required, as per Section
18.745.050.E. The new parking lot area will be screened from view, particularly from the
residences to the west. The new parking lot will also include parking lot trees, which will
provide some screening from view.
Proposed Plant Selections— �derived from soil conditions)
All proposed plant material have been selected for their adaptability to local climate
conditions and ability to thrive under a range of conditions including heat and cold
hardiness, low water needs use after establishment, and tolerance of a range of soil
conditions. Current soil conditions are compacted and range from loam to predominately
clay.
edmurphy&associa[es/ttsd/templeton/cupapp/findr/10/21/03 13
Tc'ntpletun 1:7�'�ri��nfun'.Sc'hnol CC-�
Soil Treatment
Topsoil derived from fhe site during construction will be stockpiled on site and used for
proposed landscape areas. Soil amendments (i.e., compost) will be used to improve the soil
conditions and create an environment for plants to thrive.
Erosion Control Measures
An erosion control plan will be submitted by the civil engineer. During landscape
construction, erosion control measures will be implemented to prevent degradation of the
site and contain landscape materials on site.
Chapter 18.750 Manufactured/Mobile Home Regulations. This Chapter is not applicable.
Chapter 18.755 Mixed Solid Waste and Recyclable Storage. This Chapter is not
applicable.
Chapter 18.760 Nonconforming Situations. The buildings on the school property conform
to the current setback, height and other dimensional requirements. The existing parking lot
may not conform to current city requirements for landscaping, but that is a pre-existing
situation which would be impractical to remedy as part of this school building improvement
program.
Chapter 18.765 Off-Street Parking and Loading Requirements.
Vehicular parkina. For an elementary school, two parking spaces per classroom are
required. The remodeled school has 26 standard Classrooms (not counting the music room
and the computer room), so 52 parking spaces are required. The proposed site plan,
Exhibit `J', Sheet A1.1, shows 80 parking spaces. The design of the new parking lot in the
center of the island takes meets the regulations of this Chapter in terms of landscaping,
lighting, drainage, width of access aisles, and dimensions of the parking spaces. The
spaces created by re-striping meet the dimensional standards and aisle width standards, but
may not meet the landscaping and lighting and standards. Of the 80 parking spaces, 4 are
required to be accessible. The site plan shows that the four spaces that are closest to the
front door and sidewalk are designated accessible parking spaces. (These are existing
accessible spaces.)
For loading and unloading passengers (18.765.040.C), the plan keeps the circular driveway
where school busses can queue for loading children. Parents picking up or unloading
children will be directed to do so using the parking lot to the north to minimize conflict with
the bus loading/unloading areas, as is presently being done at the school.
Bicycle parkin4. The site plan shows the existing 36 bicycle-parking stalls reinstalled near
the southern front door. The Code requires 6 bicycle-parking stalls per classroom, which
would mean that 156 parking stalls would be required for the 26 classrooms. The District is
requesting an adjustment to the bicycle parking standards concurrently with the CUP
application.
Chapter 18.775 Sensitive Lands. There are no sensitive lands affected by this proposal.
Chapter 18.780 Signs. The District is not proposing any new signs at this time.
14 edmurphy&associates/t[sd/tcmpletunlwpapp/findr/1O/21/03
t empleton Elenientarv Sciiool CUP
Chapter 18.785 Temporary uses. This Chapter is not applicable.
Chapter 18.790 Tree removal. The existing trees over 6" in caliper are shown on the
Planting Plan, Exhibit `J', Sheet L101. Ten trees are over 12" in caliper. Of those, two trees
are hazardous and will be removed. Of the remaining eight trees, only one needs to be
removed because of the construction activity. Since over 90% of the trees over 12" in
caliper are being retained, no mitigation is required. (Please refer to the Tree Assessment
Report, Exhibit `G'.)
Chapter 18.795 Visual Clearance Areas. The only area where this applies to this site is
where the driveway to the parking lot connects to the public streets, i.e. the dead end of SW
Murdock Street. Those areas will meet the visual clearance requirements of this Section
18.795.040.B of this chapter. Care will be taken to maintain adequate visual clearance.
Chapter 18.797 Water Resources (WR) Overlay District. This Chapter is not applicable.
Chapter 18.798 Wireless Communication Facilities. This Chapter is not applicable.
Chapter 18.810 Street and Utility Improvement Standards.
Since the modification of the existing conditional use is minor in scale, adding only 8300
square feet, and not increasing the number of students or teachers and staff, this chapter
does not apply. Since the school parcel only has frontage on one dead-end street, no street
improvements are contemplated.
edmurphy&associates/ttsci/templeron/cupapp/findr/1012 UO3 15
Tempfetoli Elementary Srhr�nl C(i.
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I
1( ednwrphy&associates/ttsd/tcmpleton/cupapp/f ind�/IO/2 l/03
1 empleton Elententary School CUP
i � ` � ' �
Background. Currently there are 36 bicycle parking spaces at Templeton Elementary
School. According to.the Principal, Pat Thomason, oniy about 6 to 10 spaces are used,
even on a sunny day. (Please refer to Exhibit `H', letter from Pat Thomason.) Since this is
an elementary school, most children take the bus to and from school. Chapter 18.765 of the
Code sets forth the standards for bicycle parking. Specifically, Table 18.765.2 requires six
parking spaces per classroom. There are 26 regular classrooms. That means the District
would have to install 156 bicycle-parking spaces to meet the Code requirements.
Proposal. The District supports bicycle usage, and plans to retain the 36 bicycle spaces
that are at the school currently.
Response to Adjustment Criteria. Section 18.370.020.5.e. allows the Director to approve
an adjustment of the required bicycle parking by means of a Type II procedure if the
applicant "can demonstrate that the proposed use by its nature would be reasonably
anticipated to generate a lesser need for bicycle parking." A school by its nature is expected
to generate bicycle traffic, and therefore a need for parking for the bicycles. However, it is
reasonable to expect that the future need for bicycle parking will be similar to the current
and past need. Based on her own experience at Templeton Elementary School and
consultation with other staff inembers, Ms. Thomason indicates that the new school would
not need more than ten spaces to provide for the number of bikes typically ridden to school.
Thirty-six spaces are provided.
Although the Director may approve an adjustment, this application also reviewed the criteria
for a variance, found in Chapter 18.370 of the Code. Responses to each of the variance
criterion are as follows:
a. The proposed variance will not be materially detrimental to the purposes of this title,
to any other applicable policies and standards, and to other properties in the same
zoning district or vicinity;
The "purp�ses of this title" (18.110.020) include only one purpose statement that is directly
relevant, which is #8: "Provide for and encourage a safe, convenient and economic
transportation system within the City". The School District provides much of the
transportation services needed to get children to and from school safely. Children who do
not take the bus can walk or ride a bicycle, or their parents drop them off. The number of
children bringing a bicycle to school is limited — out of approximately 600 students, only
about 10 ride their bicycles to school. The District does not propose to add more bicycle
parking stalls. If over time, the demand for more bicycle parking increases significantly, the
District can relatively easily provide additional bicycle parking spaces. On the other hand, if
the District installed 156 bicycle spaces, and only 10 are actually used, it becomes wasted
space and a nuisance.
Granting the variance will not be materially detrimental to the provision of a safe, convenient
and economic transportation system within the City of Tigard. Nor will it be materially
detrimental to any other applicable standards or policies, or to any other properties in the R-
4.5 zone or the vicinity of the school. Most importantly, granting the variance, and requiring
edmurphy&assa:iates/ttsd/templeton/cupapp/findd I O/21/03 1']
T<�mj�lc�tr�n L•7rment�irr School CL��
36 instead of 156 bicycle parking spaces, will not impact the surrounding neighborhood.
Children will not start leaving their bicycles parked in the street or on someone eise's
property because they can't find a parking space on the school property.
b. There are special circumstances that exist which are peculiar to the lot size or shape,
topography or other circumstances over which the applicant has no control, and which
are not applicable to other properties in the same zoning district;
The special circumstance is that this is an elementary school in the R-4.5 zone that has
been at this site for more than 40 years. Based on the actual experience in this
neighborhood, the requirement of six bicycle spaces per classroom is excessive. How many
children ride to schooi depends on how safe their parents think their children are, how far
away from school they live, what type of bicycle facilities exist along the route to school, and
even whether or not the child has a bicycle. The School District has no control over these
variables.
c. The use proposed will be the same as permitted under this title and City standards
will be maintained to the greatest extent that is reasonably possible while permitting
reasonable economic use of the land;
The proposed use is an elementary school, which is a permitted use, subject to Conditional
Use approval. The other city standards will be maintained (except for the maximum block
length.) Retaining the 36 bicycle stalls can be reasonably accommodated with the
expansion and remodeling of the school. Installing 156 stalls is problematic in terms of
space availability, as it would consume a substantial amount of land, and more importantly,
would not benefit the children, their parents or the teachers and staff.
d. Existing physical and natural systems, such as but not limited to traffic, drainage,
dramatic land forms or parks will not be adversely aft'ected any more than would occur
if the development were developed as specified in the title;
Existing physical and natural systems are not affected one way or the other.
e. The hardship is not self-imposed and the variance requested is the minimum
variance, which would alleviate the hardship.
The hardship is not self-imposed. The school was constructed prior to the adoption of the
bicycle-parking requirement. The District is not claiming that there is no room on the site for �
156 bicycle parking spaces, or that there is some physical reason why it cannot be done. It
is claiming that the number of bicycle parking spaces required is much greater than the
need, and that installing the required number of spaces takes up valuable space that could
be better used for other activities. It creates a hardship on the District because of the
amount of space it ties up, and because of the on-going maintenance requirements of these
facilities.
1 g edmurphy&associates/ttsd/templeron/cupapp/finddl0/21/03
�r�npleton Elementarv School CUP
� �
The improvements planned for Templeton Elementary School will be a tremendous benefit
to the neighborhood and the entire city. It not only allows the children the opportunity to go
upgrade the school facility, but will also provide improvements to the parking areas, lighting,
and landscaping.
The proposed new elementary school meets the criteria for a Conditional Use Permit,
including complying with all of the applicable development standards, except for the bicycle-
parking requirement. The District is requesting an adjustment to the standard that would
require 156 bicycle-parking spaces, which meets the adjustment criteria.
edmu�hy&associates/ttsci/templeron/cupapp/findd 10/2 UO3 1 C)
7�rvn/�leton F_lemr��tu+-��S'�'hr�r�l(.'L�
This page intentronally leff blank
I
2� edmurphy&associates/ttsd/templeton/cupapp/findd]0/2 I/03
II
Templeton Elementary Schoof CUP
' � � �
(added I1/10/03)
Chapter 18.810 Street and Utility Improvement Standards
The recently adopted block length standards found in Section 18.810.040.6.1. cannot
reasonably be applied in this case, which involves improvements to an existing school
within an established neighborhood. Because of the exiting development patterns, there is
no practical way that the School District can meet the maximum block length standard for
this site. To strictly meet the block length requirement, a school site could be no larger than
roughly 5.7 acres, and would have to have streets on all four sides (500'/side equals a 2000'
perimeter, which results in a 5.7-acre area). That is not an adequate building site even for
new elementary schools, which typically require a 7-10 acre site. The Templeton
Elementary school site is over 12 acres in size, and is next to another school site that is over
15 acres in size. Together the two schools create a 27-acre school campus, which is
completely surrounded by houses on all sides except the south side, where a residential
subdivision has recently been approved. Since the block length standard is clearly
precluded by pre-existing development, it should not apply in this case. The existing street
connection to SW Murdock Street, along with the fire access lane from SW 97th Avenue to
Templeton along the south side of Twality Middle School, provides a safe and convenient
transportation system.
Similarly, creating formal pedestrian connections that would meet the City standard of one
connection per 330 feet is not feasible (Section Section 18.810.040.B.2). However, while
the District is always concerned about security and vandalism, it does not intend to fence
the school site completely off from the public. Neighbors will be able to walk across the
grounds after normal school hours, just as they do today.
School children will still be able to walk between SW 92"d Avenue and Templeton
Elementary School using the two existing pedestrian walkways (one off SW Leslie Court,
and the other directly off SW 92nd Avenue just south of SW Inez Street). They can also
access the school from the north from SW Inez Street (walking across the Twality Middle
School grounds). Access from the south is not currently possible because there are two
privately owned properties between SW Sattler Street and the school property. According to
city staff, when those properties develop, a pedestrian connection to the school site will be
required. In all, there are or will be seven pedestrian access points into the 27-acre school
campus, including three pedestrian access points from the neighborhoods to the east, west
and south directly to the Templeton School site. Therefore, while not strictly meeting the
pedestrian connectivity standards, the proposed site design maintains the high level of
pedestrian connectivity that the neighborhood currently enjoys.
20 edmurphy&associates/ttsd/templeton/cupapp/findr/11/]0/03
Templeton Elementary Sclzool CUP
�
�iEk�' ` , o. ��nfe�et�e-rta�s-
Exhibit `B' Tax assessor's map showing the location and dimensions of the tax lots
Exhibit `C' Aerial photograph .
Exhibit `D' Zoning Map
Exhibit `E' Utilities Maps
Exhibit `F' Service provider response - Clean Water Services Agency
Exhibit `G' Tree Assessment
Exhibit `H' Letter from Principal Thomason regarding bicycle parking needs
Exhibit `I' Neighborhood meeting documentation
Exhibit `J' Site Plan, including:
C1 Existing Conditions
C2 Demolition Plan
C3 Civil Site Plan
C4 Grading/Erosion control
C-5 Utility Plan
L101 Planting Plan
A1.1 Architectural Site Plan
A2.1 Addition Floor Plan
A3.1 Exterior Elevations
STM-1 Basin Map
edmurphy&assoc:iates/ttscUtempleto��/cupapp/tindr/l0/21/03 21
2S 1 11AC 2S 1 11AC
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Exhibit `F'
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C1eanWater �� Services
Oi�r c�mrnitmi;ril '►s clear.
October 13, 2003
Matt .lohnson
SJO Consulting �ngineers, Inc.
6650 SW Redwood Lane, Suite 360
Portland, OR 97224
Re: Addition to Templeton Elementary School located at 950a SW Murdock St.
in Tigard, �R
CWS file 3393 (Tax map 2S111AC, Tax lot 02901)
Clean Water Services has reviewed your proposal for the above referenced
activity on your site. Staff has conducted a pre-screen review and requested
completion of a Sensitive Areas Certification Form. Following th�e review it
appears that sensitive areas do not exist on-site or within 200' fr��m your project.
In light of this result, this document will serve as your Service Pn�vide� letter as
required by Resolution and Order 03-11, Section 3.02.1, and yo��r Stormwater
Connection authorization frvm Clean Water Services as requirecJ by �rdinance
. 27, Section 4.6. All required permits and apprvvals must be obtained and
completed under applicable local, state, and federal law.
This concurrence letter does NOT eliminate the ne�d to protect ��ensitive areas if
they are subsequently identified on your site.
If you have any questions, please feel free to call me at 503-84E:-3553.
Sincerely,
��
Chuck B�ckallew
Environmental Plan Review
E.:1Devdopmen[S�cs\S�'00-7�Concurrrnte I.entrs\2S111 ACO2901 -no srns arca�I and sc.doc
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Exhibit `G'
� HALSTEtiv'S
A R B O R I C U LT U R E ��Specialists in the care and
preservation of trees"
CONSULTANTS, INC.
�� David Halstead,Consultant, B.S.
Phillip Whitcomb,Consultant
� P.O. Box 1182•Tualatin,OR 97062
� (503)245-1383
September 25, 2003
` ATTN.: Mr. Stephen Poage
�
Tigard —Tualatin School District 23J
6960 SW Sandburg Street
�, Tigard, Oregon 97223
� Reference: Tree Assessment for Proposed Development
Location: Templeton Elementary School
Subject: Tree Survey/Mitigation Report
With your approval, we have inspected the site, site plan, Dull Olson 8� Weekes,
� - -' "A1.0", dated July 2003, Templeton Elementary School, Tigard, Oregon and the
trees for the proposed project located at SW Murdock Street, Tigard, Oregon.
The purpose of this inspection was to identify and evaluate the preservation
potential of all trees twelve inches in trunk diameter(measured at four feet above
ground) and larger under the forthcoming construction in accordance with the
� City of Tigard's Tree Ordinance Chapter 18.150.
,, `
We have tagged and numbered all trees, on the site plan, in the field and in this
�� report that will be affected by construction development using Jk96504 through
, � � JK96527 series tags for easy identification. For this report, only the last three
digits will be used. The first numbered tree starts in the northeast corner of the
� property.
� TREE ASSESSMENT:
�
� There are a total of twenty four(24) trees located within the project boundanes.
Fourteen trees (14) are less than finrelve inches in trunk diameter measured at
{'fr � four feet above ground and are not required to be part of the City of Tigard's
"Tree Mitigation Identification Program." This leaves a residual of ten (10) trees
within proposed hardscape boundaries that are twelve inches in trunk diameter
and larger. Two (2) of the trees, twelve inches in trunk diameter and over, are
� hazardous and need to be removed and are not required to be part of the City of
` Tigard's "Tree Mitigation Identification Program".
�
� Hazardous trees are as follows:
l
Hazardous tree within the proposed hardscape over 12" in diameter at 4.5 feet
� above ground are numbered:
ij
Tree#: 523 and 526.
tmail: hac@spiritone.com
vww.halsteadsarboriculture.com
CCB#0068646
Page 2
September 25, 2003
Reference: Tree Assessment for Proposed Development
Location: Templeton Elementary School
Subject: Tree Survey/Mitigation RepoR
Trees that will be preserved are as follows:
The total preservable trees on site under 12" in diameter at 4.5 feet above
ground are numbered:
Tree#: 504, 505, 508, 510, 511, 515, 516, 518, 519, 520, 521,522, 525 and 527.
The total preservable trees on site over 12" in diameter at 4.5 feet above ground
are numbered:
Tree#: 506, 507, 509, 512, 513, 514, 517 and 524.
Trees within the proposed construction are numbered:
Tree#: 517.
Amount of Preservable Trees Retained = 90% (4/5*100)
"Retained percentage of 75% or greater of existing trees over 12 inches in caliper
requires no mitigation" according to City Ordinance 18.150.025—2b.
Tree Care and Preservation Guidelines
Neiqhborinq trees:
There are finro trees Numbered 504 and 505 that may require therapeutic
treatment depending on the amount of construction within this area. Regardless
the trees and shrubs in this area will need to be pruned so as not to be a
nuisance to the parking lot.
On the south side of the entrance of SW Murdock Street there are Douglas-fir
tree limbs overhanging the fence area by 14 feet, 5 feet above the sidewalk that
will need to be pruned.
Page 3
September 25, 2003
Reference: Tree Assessment for Proposed Development
Location: Templeton Elementary School
Subject: Tree Survey/Mitigation Report
Tree Care and Preservation Guidelines:
Before construction begins, preserved tree root zones will need ta be protected
by the installation of orange colored Tree Protection Fencing out to the canopy
dripline of preserved tree.
Fencing needs to be attached to 7-foot tall steel fence posts placed eight feet
apart on center forming a protective line around the preserved trees and fence
posts need to be securely anchored in the soil to a depth of two feet. A small
diameter cable and/or heavy wire should be weaved and sewn through the
protective fencing two feet above ground to secure the fencing. The fencing, as
described, will need to be maintained throughout the entirety of the project.
Any work within the protected area and/or if the fencing needs to be adjusted due
to hardscape construction, it will first require the approval of the consulting
arborist and then be supervised on-site.
Structural and deadwood tree pruning will also need to be completed during
construction site preparation/site clearing in order to make these trees safe for
surrounding persons and property. The arboriculture technicians working within
the trees will also need to inspect the tree/s very carefully to make sure that
preserved trees are well prepared for the forthcoming construction.
After project completion, therapeutic fertilization will be necessary for all
preserved trees to help stimulate new root growth from roots damaged during
construction and replenish any loss of soil nutrients for optimum tree growth.
Hazardous tree removal within project boundaries needs to be completed in a
careful manner as to not damage any preserved tree.
Any tree or existing stump removed within 15 feet of a preserved tree needs to
have the stump groundout rather than excavated to reduce overall root trauma.
Page 4
September 25, 2003
Reference: Tree Assessment for Proposed Development
Location: Templeton Elementary School
Subject: Tree Survey/Mitigation Report
If I can be of further assistance and/or if more technical information is needed,
please contact me immediately.
Sincerely,
����
David Halstead BS, CA
ATTN.: Mr. Nick Harris
Corner Stone Construction Management, Inc.
5410 SW Macadam #250
Portland, OR 97201
Ph 503.295.0108- -FX 503.295.1896
1� Exhibit �H'
.�
` -� T9gard-Ttialatin School Distr�ct 23J
Templeton Elementary
9500 SW Murdock Street
Tigard,Oregon 97224
503-431-4850•fax 503-431-4860
Jwww.ttsd.kl2.or.us/frame_tmp.html
September 3, 2003
Dea7- 1�1r. KilUy,
This letter is to give you infornlation regarding the bicycle usage and need
for bil<e racks at Templeton Elementary. While I have been here only one
year, I have checl<ed with other staff inembers who have been here for many
years. We have spots for 36 bilces and we never exceed 6 to 10 bil<es at an_y
one time. Our students have not typically ridden bilces to school.
Sincerely,
:% ' ,
�/� _. �w�.�
Pat Thomason, Principal
Ternpleton Elementary
Exhibit `I'
�r�.._r.�r.. 9/8/03
.�
� CORNERSTONE CONSTRUCTION MANAGEMENT,INC.
C O, E R S T O N E
� 5410 SW MACADAM AVE., SUITE 250
PORTLAND, OR 97239
PH. 503.295.0108
FX. 503.295.1896
NEIGHBORHOOD MEETING NDTICE
Applicatio� for a Major Modification to a Conditional Use Permit for
Templeton Elementary School
The Tigard-Tualatin Schooi i�istrict iniends to apply ior a major modiiication io iile existing
Conditional Use Permit (CUP) for Templeton Elementary School. Prior to applying to the
City of Tigard for approval of the CUP modification, representatives of the School District
would like to discuss the proposal with the surrounding property owners and residents, and
any other interested citizens. You are invited to attend an informational meeting on:
DATE September 24th, 2003
TIME: 7:00 P.M.
LOCATION: Templeton Elementary School Cafeteria
ADDRESS: 9500 SW Murdock St.
The proposed modifications to the building will include construction of educational spaces
(classrooms, computer lab, music room, and expansion of the existing inedia center); minor
remodeling of the kitchen and portions of the school office area; mechanical, electrical and
plumbing work; and construction of a new sprinkler system for the addition, media center
and office area. In addition, some site improvements will be made, including construction of
an additional parking area and re-striping of the existing parking lot.
Before submitting the CUP application to the City of Tigard, the School District is required
by the City to hold a neighborhood meeting to explain the proposal to interested citizens and
SOI1Clt t�101I' comments. (Lat.°,r, VC!2 V.'?�l rPCrVl��P 2 IlGt:Ce fTC2:1 ��18 �'2tj' i::F.^,:,.,Fi.D yv�F aLJGilt
the public hearing on this application.) Please note that this will be an informational
meeting on preliminary plans. These plans may be altered prior to fhe submittai of the
application to the City. If you have any questions or comments, please come to the
informational meeting, or contact me at one of the places listed below.
CONTACT: Nick Harris, Senior Project Manager, Cornerstone Construction Management, Inc.
ADDRESS: 5410 SW Macadam, Suite#250, Portland, Oregon 97239
PHONE NUMBER: 503-295-0108
FAX NiJMBER: 503-295-1896
E-MAIL: nickh@cornerstonemgi.com
SUCCESSFUL TEAMS. SUCCESSFUL PROJECTS.
FREQUENTLY ASKED Citq of Tigard
NEIGHBORHOOD MEETING QUESTIONS ,ShapingABet�rvCommun:�ty
What Is The Puraose Of This Neighborhood Meeting?
The purpose of the meeting is to allow the prospective developer to share with you what they are
planning to do. This is your opportunity to become informed of their proposed development and to
let them know what issues or concerns you have in regard to their proposal.
hat Ha aens After The Neighborhood Meeting?
After the neighborhood meeting, the prospective developer finalizes their submittal package (often
taking into account citizen concerns) and submits an application to ihe City. Someiimes ii iakes a
while before the develope�'s application is ready to submit, so there could be several months
between the neighborhood meeting and the submittal of an application.
Once an application is submitted to the City, Staff reviews it for completeness. Once an application
has been deemed complete, the formal application review begins. It takes approximately 6-8 weeks
from the time the application is accepted for a decision to be made. Many types of applications
require a public hearing at which citizens are given the opportunity to provide comments o� concerns.
For all types of applications, property owners within 500 feet of the subject parcels receive notice of
the public hearing (if applicable), notice of the decision, and are given the opportunity to appeal the
decision.
What If The Pronosal Presented At The Neighborhaod Meeting Is Not What Is Actuallv Submitted?
Applicants are not required to submit exactly what was p�esented at the neighborhood meeting if it
generally follows the type of development proposed. This provides for the oppQrtunity to address the
neighborhood issues and address other changes necessitated by the development or staff. If the
� project is entirely different, a new neighborhood meeting would be requi�ed. In any case, notice of
decision is sent to prope�ty owners within 500 feet of the p�oposed development allowing them the
opportunity to appeai.
How Do I Know What Issues Are Valid?
A decision is reviewed based on compliance with the Tigard Development Code. Review the
development code to familiarize yourself with what �s permitted and what may not be
permitted. A copy of the development code is available for viewing at the Tigard City Library or a
copy may be purchased at the Community Development Services counter. You may also contact
City Planning staff and ask what the standards are for a specific issue. Be prepared, however, that
you may not LIKE all the standards, but at least you�know what they �re. If a development meets the
code standards, it can proceed.
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SIGN-IN SHEET
Templeton Elementary School Conditional Use Permit
Neighborhood Meeting
September 24, 2003
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edmurphy&associateslttsd/templeton/nei ghborm[glsi gn-i n/9/24/03
MINUTES
Templeton Elementary Schc►ol
Major Modification to a Conditional Use Permit
Neighborhood Meeting
September 24, 2003
The meeting started at 7:10 P.M. at the Templeton Elementary School library. Representing
the Tignrd-Tualatin Schoo) District were Nick Harris, Cornerstone Construction
Manngement; Pat Thomnson, Principal at Templeton; Keith Johnson, Dutl Olson Weekes; nnd
Ed Murphy, Ed Murphy &Associates. Six neighbors attended the meeting. A sign-in sheet
is attached.
Nick Harris introduced the tea�m, Pnt Thomnson reviewed the process to identify needs and
priorities for the school, Ed Murphy reviewed the Conditional Use Permit process, and Keith
Johnson presented the proposed site pinn nnd building modific4tions.
Topics of conversntion included:
■ What space is being ndded, and where. Added space includes a music room, classrooms,
library expansion, nccessible restrooms, and a staff restroom. Approximately 9500
square feet of squnre footage is being added. Keith Johnson brought a model and
graphic illustrations to help explain the proposed changes.
■ The architecturnl style of building improvements,and how the additions will fill in spnce
between the existing buildings. The outside wnlls will be done in masonry instead of the
concrete/grnvel walls that were used for the existing school building.
- Where the money for the capitnl improvements came from.
• The schedule for construction, which will be generally nbout six months, starting in
spring of 2004 and continuing into early fall.
■ Separation of the construction, and construction workers, from school children and
schoo) activities. Nick explained that this is a key concern, and there would be
language in the in the construction documents denling with safety issues.
■ Improvements to the pnrking nren, including re-striping the existing parking lot. One
person mentioned that she thought the existing row of spaces nlong the north property
line were too narrow, even for smaller cnrs.
■ The student cnpacity of the school. Principal Thomason stated thnt there nre 525
students now,and it is expected to go to 590. But they have had 600 in the past, so
essentially,the school cnpacity remains the same.
■ The opportunity to use the construction as a learning experience for the students.
The meeting was adjourned at approximately 7:45 P.M.
edmurphy&associatesl Ctsdltempl eton/nei ghborm tg/mi nutes/9/25/03
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ST� RMWATER
MANAG � M � N T RE PO RT
for
Templeton Elementary School
Building and Parking Additions
Tigard, Oregon
���E�P��i
v�., � GIN�F' D
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OREGON
�G�r t e �9�� i
�9R'� B. YJt'�P��
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DCPIRES: � 3o O
(CONDITIONAL USE APPLICATION)
665� SW Redwood Lane, Suite 3fi0
Portland, Oregon 97224
� October, 2003
TEMPLETON ELEMENTARY SCHO�L PROJECT
TIGARD, OREGON
STORMWATER MANAGEMENT REPORT
Page 2
TABLE OF CONTENTS
1. Project Overview
Existing Site Information
Proposed Development
Agency Stormwater Criteria
Proposed Stormwater Management
Exchange of Treatment Areas
2. Stormwater Detention Summary
Site Basin Areas
Design Storm 24-Hour Rainfall Amounts
Basin Curve Numbers (CN)
Basin Runoff Concentration Times (Tc)
Stormwater Discharge Peak Flows
Detention Provided
Orifice Control Structure
3. Water Quality Design
TEMPLETON ELEMENTARY SCHOOL PROJECT
TIGARD, OREGON
STORMWATER MANAGEMENT REPORT
Page 3
1. PROJECT OVERVIEW
Existing Site Information
The existing school is a developed site with buildings, paving, sidewalks and landscaped
areas. The total develop building site is approximately 5.0 acres.
Proposed Development
The proposed development include the addition of new building space as well as a new
18 space parking area and a new fire department access around the north side of the
building. The new impervious areas will be constructed in areas that are currently
landscaped.
Agency Stormwater Criteria
Quantitv Control: The City of Tigard uses the Clean Water Services criteria for storm
water detention. Onsite detention is required to provide quantity control for all new
impervious surFace runoff. Detention will be provided to detain the 2-year storm, the 10-
year storm, and the 25-year storm to pre-development levels.
Qualitv Control: The City of Tigard uses the Clean Water Services manual for
stormwater quality. The water quality storm is based on 0.36 inches of rain falling over
100% of the new impervious area over a 4 hour period.
Proposed Stormwater Management
Water quality and quantity facilities will be provided for the new impervious areas.
Fabricated water quality catch basins with biofilers manufactured by Stormwater
Management will be used to achieve water quality requirements. An ADS underground
pipe storage system will be installed to provide adequate storage volume for stormwater
detention.
Exchange of Treatment Areas
Per the attached sketches, the new impervious area being added with the project is
tabulated as follows:
Total Net New Impervious Area Created by Project
New Parking Area = 5,661 sf
Roof(Over Existing Pervious) = 2,426 sf
Roof (Over Existing Pervious} = 2,359 sf
Roof (Over Existing Pervious) = 521 sf
Sidewalk = 1,089 sf
Sidewalk = 279 sf
Roof (Over Existing Pervious) = 432 sf
Sidewalk = 559 sf
New Fire Department Access = 5,742 sf
Deleted Sidewalk (New Pervious) = 696 sf
Total Net New Impervious Area = 18,372 sf
TEMPLETON ELEMENTARY SCHOOL PROJECT
TIGARD, OREGON
STORMWATER MANAGEMENT REPORT
Page 4
Total Paved Area Treated by Project
Existing Parking/Drive Area = 7,813 sf
Existing Parking/Drive Area = 5,631 sf
New Parking Area = 5,661 sf
Total Treated Impervious Paved Area 19,015 sf
The proposed design will provide treatment and detention for the 5,661 sf of new
pavement area as well as an additional 13,444 sf to compensate for the new roof
area being added.
2. STORMWATER DETENTION
Site Basin Areas
Parkin Lot
Basin Im ervi u Area Pervious Area Total Acres
Pre-Development 0.00 acres 0.44 acres 0.44
Post-Develo ment 0.44 acres 0.00 acres 0.44
Desi n 24-Hour Rainfall Amounts
Desi n Storm 24-Hour Rainfall Source
2-Year 2.50" Based on Clean Water Services
10-Year 3.45" Stormwater Management Manual
25-Year 3.90" Appendix A
Hydrology & Hydraulics
Basin Curve Numbers CN
Basin SurFace CN Descri tion
Parking Lot New Impervious 98 AC Paving
Existin Greenfield 82 Lawn
Concentration Times Tc
Basin Pre/Post Tc Descri tio
Parking Lot Pre-Dev 10 min
Post-Dev 5 min
Stormwater Discharge Flows
Parkin Lot
' Desi n Storm PreDev Peak PostDev Peak Re . De . Vol.
2 Year 0.093 cfs 0.283 cfs 587 cf
10 Year 0.181 cfs 0.396 cfs 713 cf
25-Year 0.225 cfs 0.449 cfs 725 cf
TEMPLETON ELEMENTARY SCHOOL PROJECT
TIGARD, OREGON
STORMWATER MANAGEMENT REPORT
Page 5
Detention Provided
Underground System 18" Diameter ADS Pipe Detention Volume:
(450 If) x 1.75 cf/lf = 788 cf
Basin Re . Det. Vol. Desi n Det. Vol
Parkin Lot 725 cf 788 cf
Orifice Control Structure
Basin Orifice 1 Orifice 1 Orifice 2 Orifice 2 Overflow
Diameter Hei ht Diameter Hei ht Elevation
Parkin Lot 1.8" Outlet IE 6" 15.6" 18"
3. WATER QUALITY DESIGN
Impervious Area = 0.44 acres = 19,015 sf
Rainfall = 0.36" _
Time Period = 4 hours
Water Quality Volume = (19,015)(0.36) / 12 = 570 cf
Water Quality Flow = 570 / 14,400 = 0.0396 cfs = 17.8 gpm
Summarv
Use Stormwater Management catch basins.
A minimum of two catch basins is needed to provide water quality.
Site topography requires that three will be needed.
See attached vendor data sheets
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STORMWATER CALCULATIO� .TRIX-SANTA BARBARA HYDROGRAPGH � ,iOD
Date: Oct-03
Given: Project= TEMPLETON-PARKING LOT
Area = 0.44 acres
Pt = 2.5 inches 2-Year/24 Hour Storm
dt = 10 min.
Tc = 10 min. (Pre-Developed Site Conditions)
PERVIOUS Parcel IMPERVIOUS Parcel
Area = 0.44 acres Area = 0 acres
CN = 82 CN = 98
S = 2.20 S = 0.20
0.2S = 0.44 0.2S = 0.04
Compute:Developed Conditions Runoff hydrograph
Column(3)= SCS Type IA Rainfall Distribution
Column(4)=Col. (3)x Pt= 10 year-24 Hour Hyetograph at this location.
Column(5)=Accumulated Sum of Col. (4)
Column(6)_[If P<=0.2S]=0; Note, use PERVIOUS Area"S"value.
[If P>0.2SJ=(Col.(5)-0.2S)^2/(Col.(5)+0.8S); Using the PERVIOUS Area"S"value.
Column(7)=Col.(6)of Present Time Step-Col.(6)of Previous Time Step
Column(8)= Same method as for Col.(6),except use the IMPERVIOUS Area"S"value.
Column(9)=Col.(8)of the present time step-Col.(8)of the previous time step.
Column (10)_((PERVIOUS area/Total area)x Col.(7))+ ((IMPERVIOUS area/Total area)x Col.(9))
Column(11)_(60.5 x Col.(10)x Total Area)/10(dt= 10 minutes)
Routing Constant,w=dt/(2Tc+dt) = 0.3333
Column(12)=Col.(12)of Previous Time Step+(w x[Col.(11)of Previous Time Step
+ Col.(11)of Present Time Step-(2 x Col.(12)of Previous Time 5tep}))
Pervious Area Impervious Area
��) (Z) (3? (4) �5) (6) (�) (8) �9) (��) �11) (12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydro- hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. %of Pt in. in. in. in. in. in. in. cfs cfs
1 10 0.0040 0.0100 0.0100 0.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
2 20 0.0040 0.0100 0.0200 0.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
3 30 0.0040 0.0100 0.0300 0.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
4 40 0.0040 0.0100 0.0400 0.�000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
5 50 0.0040 0.0100 0.0500 0.0000 0.0000 0.0004 0.0004 0.0000 0.0 0.000
6 60 0.0040 0.0100 0.0600 0.0000 0.0000 0.0016 0.�013 0.0000 0.0 0.000
7 70 0.0040 0.0100 0.0700 0.0000 0.0000 0.0037 0.0020 0.0000 0.0 0.000
8 80 0.0040 0.0100 0.0800 0.0000 0.0000 0.0063 0.�027 0.0000 0.0 0.000
9 90 0.0040 0.0100 0.0900 0.0000 0.0000 0.0096 0.0032 0.0000 0.0 0.000
10 100 0.0040 0.0100 0.1000 0.0000 0.0000 0.0133 0.0038 0.0000 0.0 0.000
11 110 0.0050 0.0125 0.1125 0.0000 0.0000 0.0186 0.0053 0.0000 0.0 0.000
12 120 0.0050 0.0125 0.1250 0.0000 0.0000 0.0246 0.0060 0.0000 0.0 0.000
13 130 0.0050 0.0125 0.1375 0.0000 0.0000 0.0311 0.0065 0.0000 0.0 0.000
14 140 0.0050 0.0125 0.1500 0.0000 0.0000 0.0381 0.0070 0.0000 0.0 0.000
15 150 0.0050 0.0125 0.1625 0.0000 0.0000 0.0455 0.0074 0.0000 0.0 0.000
16 160 0.0050 0.0125 0.1750 0.0000 0.0000 0.0532 0.0078 0.0000 0.0 0.000
17 170 0.0060 0.0150 0.1900 0.0000 0.0000 0.0630 0.0098 0.0000 0.0 0.000
18 180 0.0060 0.0150 0.2050 0.0000 0.0000 0.0732 O.D102 0.0000 0.0 0.000
19 190 0.0060 0.0150 0.2200 0.0000 0.0000 0.0838 0.0106 0.0000 0.0 0.000
20 200 0.0060 0.0150 0.2350 D.0000 0.0000 0.0947 0.0109 0.0000 0.0 0.000
21 210 0.0060 0.0150 0.2500 0.0000 0.0000 0.1059 0.0112 0.0000 0.0 0.000
22 220 0.0060 0.0150 0.2650 0.0000 0.0000 0.1174 0.0115 0.0000 0.0 0.000
23 230 0.0070 0.0175 0.2825 0.0000 0.0000 0.1310 0.0137 0.0000 0.0 0.000
24 240 0.0070 0.0175 0.3000 0.0000 0.0000 0.1450 0.0140 0.0000 0.0 0.000
25 250 0.0070 0.0175 0.3175 0.0000 0.0000 0.1592 0.0142 0.0000 0.0 0.000
26 260 0.0070 0.0175 0.3350 0.0000 0.0000 0.1737 0.0145 0.0000 0.0 0.000
27 270 0.0070 0.0175 0.3525 �.0000 0.0000 0.1884 0.0147 0.0000 0.0 0.000
Pervious Area Impervious Area
�1) �2) (3) �4) �5) ts) ��) �8) �9) ���) (��) �12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydro- hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
28 280 0.0070 0.0175 0.3700 0.0000 0.0000 0.2032 0.0148 0.0000 0.0 0.000
29 290 0.0082 0.0205 0.3905 0.0000 0.0000 02208 0.0176 0.0000 0.0 0.000
30 300 0.0082 0.0205 0.4110 0.0000 0.0000 0.2386 0.0178 0.0000 0.0 0.000
31 310 0.0082 0.0205 0.4315 0.0000 0.0000 0.2566 0.0180 0.0000 0.0 0.000
32 320 0.0082 0.0205 0.4520 0.0001 0.0001 0.2748 0.0182 0.0001 0.0 0.000
33 330 0.0082 0.0205 0.4725 0.0005 0.0004 0.2931 0.0183 0.0004 0.0 0.000
34 340 0.0082 0.0205 0.4930 0.0013 0.0008 0.3116 0.0185 0.0008 0.0 0.001
35 350 0.0095 0.0238 0.5168 0.0027 0.0014 0.3331 0.0215 0.0014 0.0 0.002
36 360 0.0095 0.0238 0.5405 0.0045 0.0018 0.3548 0.0217 0.0018 0.0 0.004
37 370 0.0095 0.0238 0.5643 0.0068 0.0023 0.3766 0.0218 0.0023 0.0 0.005
38 380 0.0095 0.0238 0.5880 0.0095 0.0027 0.3985 0.0219 0.0027 0.0 0.006
39 390 0.0095 0.0238 0.6118 0.0126 0.0031 0.4206 0.0221 0.0031 0.0 0.007
40 400 0.0095 0.0238 0.6355 0.0161 0.0035 0.4427 0.0222 0.0035 0.0 0.008
41 410 0.0134 0.0335 0.6690 0.0218 0.0057 0.4741 0.0314 0.0057 0.0 0.011
42 420 0.0134 0.0335 0.7025 0.0282 0.0064 0.5057 0.0316 0.0064 0.0 0.014
43 430 0.0134 0.0335 0.7360 0.0354 0.0072 0.5374 0.0317 0.0072 0.0 0.017
44 440 0.0180 0.0450 0.7810 0.0461 0.0107 0.5802 0.0428 0.0107 0.0 0.021
45 450 0.0180 0.0450 0.8260 0.0580 0.0119 0.6232 0.0430 0.0119 0.0 0.027
46 460 0.0340 0.0850 0.9110 0.0835 0.0255 0.7049 0.0817 0.0255 0.1 0.042
47 470 0.0540 0.1350 1.0460 0.1315 0.0480 0.8355 0.1307 0.0480 0.1 0
48 480 0.0270 0.0675 1.1135 0.1585 0.0271 0.9012 0.0657 0.0271 0.1 0.093 Q peak
49 490 0.0180 0.0450 1.1585 0.1776 0.0191 0.9451 0.0439 0.0191 0.1 .
50 500 0.0134 0.0335 1.1920 0.1923 0.0147 0.9778 0.0327 0.0147 0.0 0.054
51 510 0.0134 0.0335 1.2255 0.2075 0.0151 1.0106 0.0328 0.0151 0.0 0.044
52 520 0.0134 0.0335 1.2590 0.2230 0.0155 1.0434 0.0328 0.0155 O.D 0.042
53 530 0.0088 0.0220 1.2810 0.2334 0.0104 1.0649 0.0216 0.0104 0.0 0.037
54 540 0.0088 0.0220 1.3030 0.2440 0.0106 1.0865 0.0216 0.a106 0.� 0.031
55 550 0.0088 0.0220 1.3250 0.2548 0.0108 1.1081 0.0216 0.0108 0.0 0.029
56 560 0.0088 �.0220 1.3470 0.2657 0.0109 1.1297 0.0216 0.0109 0.0 0.029
57 570 0.0088 0.0220 1.3690 0.2767 0.0111 1.1513 0.0216 0.0111 0.0 0.029
58 580 0.0088 0.0220 1.3910 0.2880 0.0112 1.1729 0.0216 0.0112 0.0 0.030
59 590 0.0088 0.0220 1.4130 0.2993 0.0114 1.1945 0.0216 0.0114 0.0 0.030
60 600 0.0088 0.0220 1.4350 0.3109 0.0115 1.2162 0.0216 0.0115 0.0 0.030
61 610 D.0088 0.0220 1.4570 0.3225 0.0117 1.2378 0.0216 0.0117 0.0 0.031
62 620 0.0088 0.0220 1.4790 0.3343 0.0118 1.2595 0.0217 0.0118 0.0 0.031
63 630 0.0088 0.0220 1.5010 0.3463 0.0119 1.2811 0.0217 0.0119 0.0 0.031
64 640 0.0088 0.0220 1.5230 0.3583 0.0121 1.3028 0.0217 0.0121 0.0 0.032
65 650 0.0072 0.0180 1.5410 0.3683 0.0100 1.3205 0.0177 0.0100 0.0 0.030
66 660 0.0072 0.0180 1.5590 0.3784 0.0101 1.3383 0.0177 0.0101 0.0 0.028
67 670 0.0072 0.0180 1.5770 0.3885 0.0102 1.3560 0.0177 0.0102 0.0 0.027
68 680 0.0072 0.0180 1.5950 0.3988 0.0102 1.3738 0.0178 0.0102 0.0 0.027
69 690 0.0072 0.0180 1.6130 0.4091 0.0103 1.3915 0.0178 0.0103 0.0 0.027
70 700 0.0072 0.0180 1.6310 0.4195 0.0104 1.4093 0.0178 0.0104 0.0 0.027
71 710 n.0072 0.0180 1.6490 0.4300 0.0105 1.4271 0.0178 0.0105 0.0 0.028
72 720 0.0072 0.0180 1.6670 0.4405 0.0106 1.4449 0.0178 0.0106 0.0 0.028
73 730 0.0072 0.0180 1.6850 0.4512 0.0106 1.4626 0.0178 0.0106 0.0 0.028
74 740 0.0072 0.0180 1.7030 0.4619 0.0107 1.4804 0.0178 0.0107 0.0 0.028
75 750 0.0072 0.0180 1.7210 0.4727 0.0108 1.4982 0.0178 0.0108 0.0 0.029
76 760 0.0072 0.0180 1.7390 0.4835 0.0109 1.5160 0.0178 0.0109 0.0 0.029
77 770 0.0057 0.0143 1.7533 0.4922 0.0087 1.5301 0.0141 0.0087 0.0 0.027
78 780 0.0057 0.0143 1.7675 0.5009 0.0087 1.5442 0.0141 0.0087 0.0 0.024
79 790 0.0057 0.0143 1.7818 0.5096 0.0087 1.5583 0.0141 0.0087 0.0 0.024
80 800 0.0057 0.0143 1.7960 0.5184 0.0088 1.5724 0.0141 0.0088 0.0 0.023
81 810 0.0057 0.0143 1.8103 0.5272 0.0088 1.5865 0.0141 O.D088 0.0 0.023
Pervious Area Impervious Area
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Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydra hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
82 820 0.0057 0.0143 1.8245 0.5361 0.0089 1.6006 0.0141 0.0089 0.0 0.024
83 830 0.0057 0.0143 1.8388 0.5450 0.0089 1.6147 0.0141 0.0089 0.0 0.024
84 840 0.0057 0.0143 1.8530 0.5540 0.0090 1.6288 0.0141 0.0090 0.0 0.024
85 850 0.0057 0.0143 1.8673 0.5630 0.0090 1.6429 0.0141 0.0090 0.0 0.024
86 860 0.0057 0.0143 1.8815 0.5720 0.0090 1.6570 0.0141 0.0090 0.0 0.024
87 870 0.0057 0.0143 1.8958 0.5811 0.0091 1.6711 0.0141 0.0091 0.0 0.024
88 880 0.0057 0.0143 1.9100 0.5902 0.0091 1.6852 0.0141 0.0091 0.0 0.024
89 890 0.0050 0.0125 1.9225 0.5982 0.0080 1.6976 0.0124 0.0080 0.0 0.023
90 900 0.0050 0.0125 1.9350 0.6063 0.0081 1.7100 0.0124 0.0081 0.0 0.022
91 910 0.0050 0.0125 1.9475 0.6144 0.0081 1.7223 0.0124 0.0081 0.0 0.022
92 920 0.0050 0.0125 1.9600 0.6225 0.0081 1.7347 0.0124 0.0081 0.0 0.022
93 930 0.0050 0.0125 1.9725 0.6307 0.0082 1.7471 0.0124 0.0082 0.0 0.022
94 940 0.0050 0.0125 1.9850 0.6389 0.0082 1.7595 0.0124 0.0082 0.0 0.022
95 950 0.0050 0.0125 1.9975 0.6471 0.0082 1.7719 0.0124 0.0082 0.0 0.022
96 960 0.0050 0.0125 2.0100 0.6553 0.0082 1.7843 0.0124 0.0082 0.0 0.022
97 970 0.0050 0.0125 2.0225 0.6636 0.0083 1.7967 0.0124 0.0083 0.0 0.022
98 980 0.0050 0.0125 2.0350 0.6719 0.0083 1.8090 0.0124 0.0083 0.0 0.022
99 990 0.0050 0.0125 2.0475 0.6802 0.0083 1.8214 0.0124 0.0083 0.0 0.022
100 1000 0.0050 0.0125 2.0600 0.6885 0.0084 1.8338 0.0124 0.0084 0.0 0.022
101 1010 0.0040 0.0100 2.0700 0.6952 0.0067 1.8438 0.0099 0.0067 0.0 0.021
102 1020 0.0040 0.0100 2.0800 0.7020 O.OQ67 1.8537 0.0099 0.0067 0.0 0.019
103 1030 0.004� 0.0100 2.0900 0.7087 0.0067 1.8636 0.0099 0.0067 0.0 0.018
104 1040 0.0040 0.0100 2.1000 0.7154 0.0068 1.8735 0.0099 0.0068 0.0 0.018
105 1050 0.004� 0.0100 2.1100 0.7222 0.0068 1.8834 0.0099 0.0068 0.0 0.018
106 1060 0.0040 0.0100 2.1200 0.7290 0.0068 1.8933 0.0099 0.0068 0.0 0.018
107 1070 0.0040 0.0100 2.1300 0.7358 0.0068 1.9033 0.0099 0.0068 0.0 0.018
108 1080 0.0040 0.0100 2.1400 0.7426 0.0068 1.9132 0.0099 0.0068 0.0 0.018
109 1090 0.0040 0.0100 2.1500 0.7495 0.0068 1.9231 0.0099 0.0068 0.0 0.018
110 1100 0.0040 0.0100 2.1600 0.7563 0.0068 1.9330 0.0099 0.0068 0.0 0.018
111 1110 0.0040 0.0100 2.1700 0.7632 0.0069 1.9430 0.0099 0.0069 0.0 0.018
112 1120 0.0040 0.0100 2.1800 0.7701 0.0069 1.9529 0.0099 0.0069 0.0 0.018
113 1130 0.0040 0.0100 2.1900 0.7769 0.0069 1.9628 0.0099 0.0069 0.0 0.018
114 1140 0.0040 0.0100 2.2000 0.7839 0.0069 1.9727 0.0099 0.0069 0.0 0.018
115 1150 0.0040 0.0100 2.2100 0.7908 0.0069 1.9827 0.0099 0.0069 0.0 0.018
116 1160 0.0040 0.0100 2.2200 0.7977 0.0069 1.9926 0.0099 0.0069 0.0 0.018
117 1170 0.0040 0.0100 2.2300 0.8047 0.0070 2.0025 0.0099 0.0070 0.0 0.018
118 1180 0.0040 0.0100 2.2400 0.8117 0.0070 2.0124 0.0099 0.0070 0.0 0.019
119 1190 0.0040 0.0100 22500 0.81 S7 0.0070 2.0224 0.0099 0.0070 0.0 0.019
120 1200 0.0040 0.0100 2.2600 0.8257 0.0070 2.0323 0.0099 0.0070 0.0 0.019
121 1210 0.0040 0.0100 2.2700 0.8327 0.0070 2.0422 0.0099 0.0070 0.0 0.019
122 1220 0.0040 0.0100 2.2800 0.8397 0.0070 2.0521 0.0099 0.0070 0.0 0.019
123 1230 0.0040 0.0100 22900 0.8468 0.0070 2.0621 0.0099 0.0070 0.0 0.019
124 1240 0.0040 0.0100 2.3000 0.8538 0.0071 2.0720 0.0099 0.0071 0.0 0.019
125 1250 0.0040 0.0100 2.3100 0.8609 0.0071 2.0819 0.0099 0.0071 0.0 0.019
126 1260 0.0040 0.0100 2.3200 0.8680 0.0071 2.0919 0.0099 0.0071 0.0 0.019
127 1270 0.0040 0.0100 2.3300 0.8751 0.0071 2.1018 0.0099 0.0071 0.0 0.019
128 1280 0.0040 0.0100 2.3400 0.8822 0.0071 2.1117 0.0099 0.0071 0.0 0.019
129 1290 0.0040 0.0100 2.3500 0.8894 0.�071 2.1217 0.0099 0.0071 0.0 0.019
130 1300 0.0040 0.0100 2.3600 0.8965 0.0071 2.1316 0.0099 0.0071 0.0 0.019
131 1310 0.0040 0.0100 2.3700 0.9037 O.D072 2.1415 0.0099 0.0072 0.0 0.019
132 1320 0.0040 0.0100 2.3800 0.9109 0.0072 2.1515 0.0099 0.0072 0.0 0.019
133 1330 0.0040 0.0100 2.3900 0.9180 O.D072 2.1614 0.0099 0.0072 0.0 0.019
134 1340 0.0040 0.0100 2.4000 0.9252 0.0072 2.1714 0.0099 0.0072 0.0 0.019
Pervious Area Impervious Area
��) �2) �3) �4) �5) �6) ��) �8) �9) ���) ���) �12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total tnstant design
Increment distri- mental lated lated mental lated mental Runoff hydro- hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
135 1350 0.0040 0.0100 2.4100 0.9325 0.0072 2.1813 0.0099 0.0072 0.0 0.019
136 1360 0.0040 0.0100 2.4200 0.9397 0.0072 2.1912 0.0099 0.0072 0.0 0.019
137 1370 0.0040 0.0100 2.4300 0.9469 0.0072 2.2012 0.0099 0.0072 0.0 0.019
138 1380 0.0040 0.0100 2.4400 0.9542 0.0073 22111 0.0099 0.0073 0.0 0.019
139 1390 0.0040 0.0100 2.4500 0.9615 0.0073 2.2210 0.0099 0.0073 0.0 0.019
140 1400 0.0040 0.0100 2.4600 0.9687 0.0073 2.2310 0.0099 0.0073 0.0 0.019
141 1410 0.0040 0.0100 2.4700 0.9760 0.0073 2.2409 0.0099 0.0073 0.0 0.019
142 1420 0.0040 0.0100 2.4800 0.9834 0.0073 2.2509 0.0099 0.0073 0.0 0.019
143 1430 0.0040 0.0100 2.4900 0.9907 0.0073 2.2608 0.0099 0.0073 0.0 0.019
144 1440 0.0040 0.0100 2.5000 0.9980 0.0073 2.2707 0.0099 0.0073 0.0 0.019
' Total Volume of Runoff= 1582.316
cu.ft.
(Found by summing this column and
multiplying by 600. 600 is the
conversion required to convert
SUM(Q)in cfs to total volume
in cubic feet as follows:
V=SUM(Q)x dt
(cu.ft.)_(cu.fUs)x(10 min.)x(60 s/min.)
STORMWATER CALCULATIG ATRIX-SANTA BARBARA HYDROGRAPGH HOD
Date: Oct-03
Given: Project= TEMPLETON -PARKING LOT
Area = 0.44 acres -
Pt = 2.5 inches 2-Year/24 Hour 5torm
dt = 10 min.
Tc = 5 min. (Post-Developed Site Conditions)
PERVIOUS Parcel IMPERVIOUS Parcel
Area = 0 acres Area = 0.44 acres
CN = 82 CN = 98
S = 2.20 S = 0.20
0.2S = 0.44 0.25 = 0.04
Compute:Developed Conditions Runoff hydrograph
Column (3)=SCS Type IA Rainfall Distribution
Column(4)=Col. (3)x Pt= 10 year-24 Hour Hyetograph at this location.
Column(5)=Accumulated Sum of Col.(4)
Column(6)_[If P<=0.2S] =0;Note, use PERVIOUS Area"S"value.
[If P >0.2S]_(Col.(5)-0.2S)^2/(Col.(5)+0.8S); Using the PERVIOUS Area"S"value.
Column(7)=Col.(6)of Present Time Step-Col.(6)of Previous Time Step
Column (8)=Same method as for Col.(6), except use the IMPERVIOUS Area"5"value.
Column(9)=Col.(8)of the present time step-Col.(8)of the previous time step.
Column(10}_((PERVIOUS area/Total area)x Col.(7))+((IMPERVIOUS area/Total area)x Col.(9))
Column (11)_(60.5 x Col.(10)x Total Area)/ 10(dt= 10 minutes)
Routing Constant,w=dt/(2Tc+dt) = 0.5000
Column(12)=Col.(12)of Previous Time Step+(w x�Col.(11)of Previous Time Step
+Col.(11)of Present Time Step-(2 x Col.(12)of Previous Time Step)J}
Pervious Area Impervious Area
��) �2) �3) �4) �5) �6) �7) �8) �9} (10) (11) (12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydra hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. %of Pt in. in. in. in. in. in. in. cfs cfs
1 10 0.0040 0.0100 0.0100 0.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
2 20 0.0040 0.0100 0.0200 0.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
3 30 0.0040 0.0100 0.0300 0.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
4 40 0.0040 0.0100 0.0400 0.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
5 50 0.0040 0.0100 0.0500 0.0000 0.0000 0.0004 0.0004 0.0004 0.0 0.001
6 60 0.0040 0.0100 0.0600 0.0000 0.0000 0.0016 0.0013 0.0013 0.0 0.002
7 70 0.0040 0.0100 0.0700 0.0000 0.0000 0.0037 0.0020 0.0020 0.0 0.004
8 80 0.0040 0.0100 0.0800 0.0000 0.0000 0.0063 0.0027 0.0027 0.0 0.006
9 90 0.0040 0.0100 0.0900 0.0000 0.0000 0.0096 0.0032 0.0032 0.0 0.008
10 100 0.0040 0.0100 0.1000 0.0000 0.0000 0.0133 0.0038 0.0038 0.0 0.009
11 110 0.0050 0.0125 0.1125 0.0000 0.0000 0.0186 O.OQ53 0.0053 0.0 0.012
12 120 0.0050 0.0125 0.1250 0.0000 0.0000 0.0246 0.0060 0.0060 0.0 0.015
13 �30 0.0050 0.0125 0.1375 0.0000 0.0000 0.0311 0.0065 0.0065 0.0 0.017
14 140 0.0050 0.0125 0.1500 0.0000 0.0000 0.0381 0.0070 0.0070 0.0 0.018
15 150 0.0050 0.0125 0.1625 0.0000 0.0000 0.0455 0.0074 0.0074 0.0 0.019
16 160 0.0050 0.0125 0.1750 0.0000 0.0000 0.0532 0.0078 �.0078 0.0 0.020
17 170 0.0060 0.0150 0.1900 0.0000 0.0000 0.0630 0.0098 0.0098 0.0 0.023
18 180 0.0060 0.0150 0.2050 0.0000 0.0000 0.0732 0.0102 0.0102 0.0 0.027
19 190 0.0060 0.0150 0.2200 0.0000 0.0000 0.0838 0.0106 0.0106 0.0 0.028
20 200 0.0060 0.0150 0.2350 0.0000 0.0000 0.0947 0.0109 0.0109 0.0 0.029
21 210 0.0060 0.0150 0.2500 0.0000 0.0000 0.1059 0.0112 0.0112 0.0 0.029
22 220 0.0060 0.0150 0.2650 0.0000 0.0000 0.1174 0.0115 0.0115 0.0 0.030
23 230 0.0070 0.0175 0.2825 0.0000 0.0000 0.1310 0.0137 0.0137 0.0 0.033
24 240 0.0070 0.0175 0.3000 0.0000 0.0000 0.1450 0.0140 0.0140 0.0 0.037
25 250 0.0070 0.0175 0.3175 0.0000 0.0000 0.1592 0.0142 0.0142 0.0 0.038
26 260 0.0070 0.0175 0.3350 0.0000 0.0000 0.1737 0.0145 0.0145 0.0 D.038
27 270 0.0070 0.0175 0.3525 0.0000 0.0000 0.1884 0.0147 0.0147 0.0 0.039
Pervious Area Impervious Area
��) �2) (3) �4) (5) �6) ��) (8) �9) ���) �11) �12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydro- hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
28 280 0.0070 0.0175 0.3700 0.0000 0.0000 0.2032 0.0148 0.0148 0.0 0.039
29 290 0.0082 0.0205 0.3905 0.0000 0.0000 0.2208 0.0176 0.0176 0.0 0.043
30 300 0.0082 0.0205 0.4110 0.0000 0.0000 0.2386 0.0178 0.0178 0.0 0.047
31 310 0.0082 0.0205 0.4315 0.0000 0.0000 0.2566 0.0180 0.0180 0.0 0.048
32 320 0.0082 0.0205 0.4520 0.0001 0.0001 0.2748 0.0182 0.0182 0.0 0.048
33 330 0.0082 0.0205 0.4725 0.0005 0.0004 0.2931 0.0183 0.0183 0.0 0.049
34 340 0.0082 0.0205 0.4930 0.0013 0.0008 0.3116 0.0185 0.0185 0.0 0.049
35 350 0.0095 0.0238 0.5168 0.0027 0.0014 0.3331 0.0215 0.0215 0.1 0.053
36 360 0.0095 0.0238 0.5405 0.0045 0.0018 0.3548 0.0217 0.0217 0.1 0.058
37 370 0.0095 0.0238 0.5643 0.0068 0.0023 0.3766 0.0218 0.0218 0.1 0.058
38 380 0.0095 0.0238 0.5880 0.0095 0.0027 0.3985 0.0219 0.0219 0.1 0.058
39 390 0.0095 0.0238 0.6118 0.0126 0.0031 0.4206 0.0221 0.0221 0.1 0.059
40 400 0.0095 0.0238 0.6355 0.0161 0.0035 0.4427 0.0222 0.0222 0.1 0.059
41 410 0.0134 0.0335 0.6690 0.0218 0.0057 0.4741 0.0314 0.0314 0.1 0.071
42 420 0.0134 0.0335 0.7025 0.0282 0.0064 0.5057 0.0316 0.0316 0.1 0.084
43 430 0.0134 0.0335 0.7360 0.0354 0.0072 0.5374 0.0317 0.0317 0.1 0.084
44 440 0.0180 0.0450 0.7810 0.0461 0.0107 0.5802 0.0428 0.0428 0.1 0.099
45 450 0.0180 0.0450 0.8260 0.0580 0.0119 0.6232 0.0430 0.0430 0.1 0.114
46 460 0.0340 0.0850 0.9110 0.0835 0.0255 0.7049 0.0817 0.0817 0.2
47 470 0.0540 0.1350 1.0460 0.1315 0.0480 0.8355 0.1307 0.1307 0.3 0.283
48 480 0.0270 0.0675 1.1135 0.1585 0.0271 0.9012 0.0657 0.0657 0.2 . eak
49 490 0.0180 0.0450 1.1585 0.1776 0.0191 0.9451 0.0439 0.0439 0.1 0.146
50 500 0.0134 0.0335 1.1920 0.1923 0.0147 0.9778 0.0327 0.0327 0.1 0.102
51 510 0.0134 0.0335 1.2255 0.2075 0.0151 1.0106 0.0328 0.0328 0.1 0.087
52 520 0.0134 0.0335 1.2590 0.2230 0.0155 1.0434 0.0328 0.0328 0.1 0.087
53 530 0.0088 0.0220 1.2810 0.2334 0.0104 1.0649 0.a216 0.0216 0.1 0.072
54 540 0.0088 0.0220 1.3030 0.2440 0.0106 1.0865 0.0216 0.0216 0.1 0.057
55 550 0.0088 0.0220 1.3250 0.2548 0.0108 1.1081 0.0216 0.0216 0.1 0.057
56 560 0.0088 0.0220 1.3470 0.2657 0.0109 1.1297 0.0216 0.0216 0.1 0.057
57 570 0.0088 0.0220 1.3690 0.2767 0.0111 1.1513 0.0216 0.0216 0,1 0.05?
58 580 0.0088 0.0220 1.3910 0.2880 0.0112 1.1729 0.0216 0.0216 0.1 0.058
59 590 0.0088 0.0220 1.4130 0.2993 0.0114 1.1945 0.0216 0.0216 0.1 0.058
60 600 0.0088 0.0220 1.4350 0.3109 0.0115 1.2162 0.0216 0.0216 0.1 0.058
61 610 0.0�88 0.0220 1.4570 0.3225 0.0117 1.2378 0.0216 0.0216 0.1 0.058
62 620 0.0�88 0.0220 1.4790 0.3343 0.0118 1.2595 0.0217 0.0217 0.1 0.058
63 630 0.0088 0.0220 1.5010 0.3463 0.0119 1.2811 0.0217 0.0217 0.1 0.058
64 640 0.0088 0.0220 1.5230 0.3583 0.0121 1.3028 0.0217 0.0217 0.1 0.058
65 650 0.0072 0.01 SO 1.5410 0.3683 0.0100 1.3205 0.0177 0.0177 0.0 0.052
66 660 0.0072 0.0180 1.5590 0.3784 0.0101 1.3383 0.0177 0.0177 0.0 0.047
67 670 0.0072 0.0180 1.5770 0.3885 0.0102 1.3560 0.0177 0.0177 0.0 0.047
68 680 0.0072 0.0180 1.5950 0.3988 0.0102 1.3738 0.0178 0.0178 0.0 0.047
69 690 0.0072 0.0180 1.6130 0.4091 0.0103 1.3915 0.0178 0.0178 0.0 0.047
70 700 0.0072 O.Q180 1.6310 0.4195 0.0104 1.4093 0.0178 0.0178 0.0 0.047
71 710 0.0072 0.0180 1.6490 0.4300 0.0105 1.4271 0.0178 0.0178 0.0 0.047
72 720 0.0072 0.0180 1.6670 0.4405 0.0106 1.4449 0.0178 0.0178 0.0 0.047
73 730 0.0072 0.0180 1.6850 0.4512 0.0106 1.4626 0.0178 0.0178 0.0 0.047
74 740 0.0072 0.0180 1.7030 0.4619 0.0107 1.4804 0.0178 0.0178 0.0 0.047
75 750 0.0072 0.0180 1.7210 0.4727 0.0108 1.4982 0.0178 0.0178 0.0 0.047
76 760 0.0072 0.0180 1.7390 0.4835 0.0109 1.5160 0.0178 0.0178 0.0 0.047
77 770 0.0057 0.0143 1.7533 0.4922 0.0087 1.5301 0.0141 0.0141 0.0 0.042
78 780 0.0057 0.0143 1.7675 0.5009 0.0087 1.5442 0.0141 0.0141 0.0 0.038
79 790 0.0057 0.0143 1.7818 0.5096 0.0087 1.5583 0.0141 0.0141 0.0 0.038
80 80� 0.0057 0.0143 1.7960 0.5184 0.0088 1.5724 0.0141 0.0141 0.0 0.038
81 810 0.0057 0.0143 1.8103 0.5272 0.0088 1.5865 0.0141 0.0141 0.0 0.038
Pervious Area Impervious Area
f�) �2) (3) (4) (5) �6) ��) ($) f9) (��? (11) (12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydro- hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
82 820 0.0057 0.0143 1.8245 0.5361 0.0089 1.6006 0.0141 0.0141 0.0 0.038
83 830 0.0057 0.0143 1.8388 0.5450 0.0089 1.6147 0.0141 0.0141 0.0 0.038
84 840 0.0057 0.0143 1.8530 0.5540 0.0090 1.6288 0.0141 0.0141 0.0 0.038
85 850 0.0057 0.0143 1.8673 0.5630 0.0090 1.6429 0.0141 0.0141 0.0 0.038
86 860 0.0057 0.0143 1.8815 0.5720 0.0090 1.6570 0.0141 0.0141 0.0 0.038
87 870 0.0057 0.0143 1.8958 0.5811 0.0091 1.6711 0.0141 0.0141 0.0 0.038
88 880 0.0057 0.0143 1.9100 0.5902 0.0091 1.6852 0.0141 0.0141 0.0 0.038
89 890 0.0050 0.0125 1.9225 0.5982 0.0080 1.6976 0.0124 0.0124 0.0 0.035
90 900 0.0050 0.0125 1.9350 0.6063 0.0081 1.7100 0.0124 0.0124 0.0 0.033
91 910 0.0050 0.0125 1.9475 0.6144 0.0081 1.7223 0.0124 0.0124 Q.0 0.033
92 920 0.0050 0.0125 1.9600 0.6225 0.0081 1.7347 0.0124 0.0124 0.0 0.033
93 930 0.0050 0.0125 1.9725 0.6307 0.0082 1.7471 0.0124 0.0124 0.0 0.033
94 940 0.0050 0.0125 1.9850 0.6389 0.0082 1.7595 0.0124 0.0124 0.0 0.033
95 950 0.0050 0.0125 1.9975 0.6471 0.0082 1.7719 0.0124 0.0124 0.0 0.033
96 960 0.0050 0.0125 2.0100 0.6553 0.0082 1.7843 0.0124 0.0124 0.0 0.033
97 970 0.0050 0.0125 2.0225 0.6636 0.0083 1.7967 0.0124 0.0124 0.0 0.033
98 980 0.0050 0.0125 2.0350 0.6719 0.0083 1.8090 0.0124 0.0124 0.0 0.033
99 990 0.0050 0.0125 2.0475 0.6802 0.0083 1.8214 0.0124 0.0124 0.0 0.033
100 1000 0.0050 0.0125 2.0600 0.6885 0.0084 1.8338 0.0124 0.0124 0.0 0.033
101 1010 0.0040 0.0100 2.0700 0.6952 0.0067 1.8438 0.0099 0.0099 0.0 0.030
102 1020 0.0040 0.0100 2.0800 0.7020 0.0067 1.8537 0.0099 0.0099 0.0 0.026
103 1030 0.0040 0.0100 2.0900 0.7087 0.0067 1.8636 0.0099 0.0099 0.0 0.026
104 1040 0.0040 0.0100 2.1000 0.7154 0.0068 1.8735 0.0099 0.0099 0.0 0.026
105 1050 0.0040 0.0100 2.1100 0.7222 0.0068 1.8834 0.0099 0.0099 0.0 0.026
106 1060 0.0040 0.0100 2.1200 0.7290 0.0068 1.8933 0.0099 0.0099 0.0 0.026
107 1070 0.0040 0.0100 2.1300 0.7358 0.0068 1.9033 0.0099 0.0099 0.0 0.026
108 1080 0.0040 0.0100 2.1400 0.7426 0.0068 1.9132 0.0099 0.0099 0.0 0.026
109 1090 0.0040 0.0100 2.1500 0.7495 0.0068 1.9231 0.0099 0.0099 0.0 0.026
110 1100 0.0040 0.0100 2.1600 0.7563 0.0068 1.9330 0.0099 0.0099 0.0 0.026
111 1110 0.0040 0.0100 2.1700 D.7632 0.0069 1.9430 0.0099 0.0099 0.0 0.026
112 1120 0.0040 0.0100 2.1800 0.7701 0.0069 1.9529 0.0099 0.0099 0.0 0.026
113 1130 0.0040 0.0100 2.1900 0.7769 0.0069 1.9628 0.0099 0.0099 0.0 0.026
114 1140 0.0040 0.0100 2.2000 0.7839 0.0069 1.9727 0.0099 0.0099 0.0 0.026
115 1150 0.0040 0.0100 2.2100 0.7908 0.0069 1.9827 0.0099 0.0099 0.0 0.026
116 1160 0.0040 0.0100 2.2200 0.7977 0.0069 1.9926 0.0099 0.0099 D.0 0.026
117 1170 0.0040 0.0100 2.2300 0.8047 0.0070 2.0025 0.0099 0.0099 0.0 0.026
118 1180 0.0040 0.0100 2.2400 0.8117 0.0070 2.0124 0.0099 0.0099 0.0 0.026
119 1190 0.0040 0.0100 22500 0.8187 0.0070 2.0224 0.0099 0.0099 0.0 0.026
120 1200 0.0040 0.0100 2.2600 0.8257 0.0070 2.0323 0.0099 0.0099 0.0 0.026
121 1210 0.0040 0.0100 2.2700 0.8327 0.0070 2.0422 0.0099 0.0099 0.0 0.026
122 1220 0.0040 0.0100 2.2800 0.8397 0.0070 2.0521 0.0099 0.0099 0.0 0.026
123 1230 0.0040 0.0100 2.2900 0.8468 0.0070 2.0621 0.0099 0.0099 0.0 0.026
124 1240 0.0040 0.0100 2.3000 0.8538 0.0071 2.0720 0.0099 0.0099 0.0 0.026
125 1250 0.0040 0.0100 2.3100 0.8609 0.0071 2.0819 0.0099 0.0099 0.0 0.026
126 1260 0.0040 0.0100 2.3200 0.8680 0.0071 2.0919 0.0099 0.0099 0.0 0.026
127 1270 0.0040 0.0100 2.3300 0.8751 0.0071 2.1018 0.0099 0.0099 0.0 0.026
128 1280 0.004a 0.0100 2.3400 0.8822 0.0071 2.1117 0.0099 0.0099 0.0 0.026
129 1290 0.0040 0.0100 2.3500 0.8894 0.0071 2.1217 0.0�99 0.0099 0.0 0.026
130 1300 0.0040 O.D100 2.3600 0.8965 0.0071 2.1316 0.0099 0.0099 0.0 0.026
131 1310 0.0040 0.01�0 2.3700 0.9037 0.0072 2.1415 0.0099 0.0099 0.0 0.026
132 1320 0.0040 0.0100 2.3800 0.9109 0.0072 2.1515 0.0099 0.0099 0.0 0.026
133 1330 0.0040 0.0100 2.3900 0.9180 0.0072 2.1614 0.0099 0.0099 0.0 0.026
134 1340 0.0040 0.0100 2.4000 0.9252 0.0072 2.1714 0.0099 0.0099 0.0 0.026
Pervious Area Impervious Area
(1) (2) (3) (4) (5) (6) (7} (8) (9) (10} (11) (12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydra hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
135 1350 0.0040 0.0100 2.4100 0.9325 0.0072 2.1813 0.0099 0.0099 0.0 0.026
136 1360 0.0040 0.0100 2.4200 0.9397 0.0072 2.1912 0.0099 0.0099 0.0 0.026
137 1370 0.0040 0.0100 2.4300 0.9469 0.0072 2.2012 0.0099 0.0099 0.0 0.026
138 1380 0.0040 0.0100 2.4400 0.9542 0.0073 2.2111 0.0099 0.0099 0.0 0.026
139 1390 0.0040 0.0100 2.4500 0.9615 Q.0073 2.2210 0.0099 0.0099 0.0 0.026
140 1400 0.0040 0.0100 2.4600 0.9687 0.0073 2.2310 0.0099 0.0099 0.0 0.026
141 1410 0.0040 0.0100 2.4700 0.9760 0.0073 2.2409 0.0099 0.0099 0.0 0.026
142 1420 0.0040 0.0100 2.4800 0.9834 0.0073 2.2509 0.0099 0.0099 �.0 0.026
143 1430 0.0040 0.0100 2.4900 0.9907 0.0073 2.2608 0.0099 0.0099 0.0 0.026
144 1440 0.0040 0.0100 2.5000 0.9980 0.0073 2.2707 0.0099 0.0099 0.0 0.026
Total Volume of Runoff= 3618.888
cu.ft.
(Found by summing this column and
multiplying by 600.600 is the
conversion required to convert
SUM(Q)in cfs to total volume
in cubic feet as follows:
V=SUM(Q)x dt
(cu.ft.)_(cu.fUs)x(10 min.)x(60 s/min.)
STORMWATER CALCULATIO. +TRIX-SANTA BARBARA HYDROGRAPGH � riOD
Date: 37908.00
Given: Project= TEMPLETON PARKING LOT DETENTION SYSTEM:
Average Pond Length (ft)= 450.000 450 LF OF 18" DIAMETER HDPE PIPE
Average Pond Width(ft)= 1.000
Orifice Diameter(ft)= 0.150 �``,n
fi 4�.
�----�
Orifice Area= 0.018 SF
Avg Pond Area= 450.000 SF
Column(3)=Col A:L"600= Incremental CFS into Pond
Column(4)=Starting Pond Depth=Previous Remaining Pond Depth=Col (11)
Column(5)_
Column(6)=2'g"Starting h
Column(7)=Square Root of 2gh
Column(8)= incremental Voi out= Col(7)*0.60'Orifice Area' 600
Column(9)=Delta Vol = Incremental Vol in- Incremental Vol out=Col (3)-Col (8)
Column(10)= Remaining Pond Vol =Previous Remaining Vol+Col (9)
Column(11)_
Column(12)_
(�) (2) (3) (4) (6) (�) ($) (g) ���) (��) (12)
Time Time Increm. Starting Increm. Delta Remain Remain CFS
Increm. Vol into Pond Vol out Vol Total Pond Discharge
Pond Depth Pond Vol Depth
min. cf ft. cf cf in. ft
1 10 0.00 0.000 0.000 0.000 0.000 0.00 0.0 0.000 0.000
2 20 0.00 0.000 0.000 0.000 0.000 0.00 0.0 0.000 0.000
3 30 0.00 0.000 0.000 0.000 0.000 0.00 0.0 0.000 0.000
4 40 0.00 0.000 0.000 0.000 0.000 0.00 0.0 0.000 0.000
5 50 0.32 0.000 0.000 0.000 0.000 0.32 0.3 0.001 0.000
6 60 1.32 0.001 0.045 0.213 1.352 -0.04 0.3 0.001 0.002
7 70 2.60 0.001 0.040 0.200 1.273 1.33 1.6 0.004 0.002
8 80 3.72 0.004 0.230 0.480 3.051 0.67 2.3 0.005 0.005
9 90 4.71 0.005 0.326 0.571 3.634 1.08 3.4 0.007 0.006
10 100 5.58 0.007 0.481 0.693 4.410 1.17 4.5 0.010 0.007
11 110 7.25 0.010 0.649 0.805 5.124 2.13 6.7 0.015 0.009
12 120 9.01 0.015 0.953 0.976 6.212 2.80 9.5 0.021 0.010
13 130 9.94 0.021 1.354 1.163 7.402 2.54 12.0 0.027 0.012
14 140 10.76 0.027 1.717 1.310 8.336 2.42 14.4 0.032 0.014
15 150 11.48 0.032 2.063 1.436 9.138 2.34 16.8 0.037 0.015
16 160 12.12 0.037 2.398 1.549 9.852 2.27 19.0 0.042 0.016
17 170 14.01 0.042 2.722 1.650 10.497 3.52 22.5 0.050 0.017
18 180 15.95 0.050 3.226 1.796 11.426 4.52 27.1 0.060 0.019
19 190 16.59 0.060 3.873 1.968 12.520 4.07 31.1 0.069 0.021
20 200 17.15 0.069 4.455 2.111 13.428 3.73 34.9 0.077 0.022
21 210 17.66 0.077 4.988 2.233 14.209 3.45 38.3 0.085 0.024
22 220 18.11 0.085 5.482 2.341 14.895 3.21 41.5 0.092 0.025
23 230 20.09 0.092 5.942 2.438 15.507 4.58 46.1 0.102 0.026
24 240 22.08 0.102 6.597 2.568 16.340 5.74 51.8 0.115 0.027
25 250 22.52 0.115 7.419 2.724 17.328 5.19 57.0 0.127 0.029
26 260 22.91 0.127 8.162 2.857 18.175 4.73 61.8 0.137 0.030
27 270 23.26 0.137 8.839 2.973 18.914 4.34 66.1 0.147 0.032
(�) (2)
Time Time
Increment
min.
28 280 23.57 0.147 9.461 3.076 19.568 4.00 70.1 0.156 0.033
29 290 25.92 0.156 10.033 3.168 20.151 5.77 75.9 0.169 0.034
30 300 28.29 0.169 10.859 3.295 20.964 7.33 83.2 0.185 0.035
31 310 28.60 0.185 11.908 3.451 21.953 6.65 89.9 0.200 0.037
32 320 28.88 0.200 12.859 3.586 22.813 6.07 95.9 0.213 0.038
33 330 29.14 0.213 13.728 3.705 23.571 5.57 101.5 0.226 0.039
34 340 29.37 0.226 14.524 3.811 24.245 5.12 106.6 0.237 0.040
35 350 31.93 0.237 15.257 3.906 24.849 7.08 113.7 0.253 0.041
36 360 34.51 0.253 16.271 4.034 25.662 8.85 122.5 0.272 0.043
37 370 34.74 0.272 17.538 4.1 SS 26.642 8.10 130.6 0.290 0.044
38 380 34.95 0.290 18.697 4.324 27.508 7.44 138.1 0.307 0.046
39 390 35.13 0.307 19.761 4.445 28.280 6.85 144.9 0.322 0.047
40 400 35.30 0.322 20.741 4.554 28.973 6.33 151.3 0.336 0.048
41 410 42.77 0.336 21.647 4.653 29.599 13.17 164.4 0.365 0.049
42 420 50.28 0.365 23.532 4.851 30.860 19.42 183.9 0.409 0.051
43 430 50.53 0.409 26.311 5.129 32.632 17.90 201.7 0.448 0.054
44 440 59.50 0.448 28.872 5.373 34.184 25.31 227.1 0.505 0.057
45 450 68.51 0.505 32.495 5.700 36.265 32.24 259.3 0.576 0.060
46 460 99.56 0.576 37.110 6.092 38.754 60.80 320.1 0.711 0.065
47 470 169.58 0.711 45.811 6.768 43.059 126.52 446.6 0.992 0.072
48 480 156.81 0.992 63.917 7.995 50.861 105.95 552.6 1 28_�.
49 490 87.50 1.228 79.079 8.893 56.573 30.93 . 1.297 0.094
50 500 61.18 1.297 83.505 9.138 58.134 3.05 586.5 1.303 0.0
51 510 52.29 1.303 83.941 9.162 58.286 -5.99 580.6 1.290 .097
52 520 52.35 1.290 83.083 9.115 57.987 -5.64 5 . . 0.097
53 530 43.40 1.278 82.277 9.071 57.705 -14.30 560.6 1.246 0.096
54 540 34.44 1.246 80.230 8.957 56.983 -22.55 538.1 1.196 0.095
55 550 34.46 1.196 77.003 8.775 55.825 -21.37 516.7 1.148 0.093
56 560 34.48 1.148 73.945 8.599 54.705 -20.23 496.5 1.103 0.091
57 570 34.50 1.103 71.050 8.429 53.624 -19.13 477.3 1.061 0.089
58 580 34.51 1.061 68.313 8.265 52.581 -18.07 459.3 1.021 0.088
59 590 34.53 1.021 65.727 8.107 51.576 -17.04 442.2 0.983 0.086
60 600 34.55 0.983 63.288 7.955 50.610 -16.06 426.2 0.947 0.084
61 610 34.57 0.947 60.990 7.810 49.683 -15.12 411.1 0.913 0.083
62 620 34.58 0.913 58.826 7.670 48.793 -14.21 396.8 0.882 0.081
63 630 34.60 0.882 56.792 7.536 47.943 -13.35 383.5 0.852 0.080
64 640 34.61 0.852 54.882 7.408 47.129 -12.52 371.0 0.824 0.079
65 650 31.47 0.824 53.091 7.286 46.354 -14.88 356.1 0.791 0.077
66 660 28.34 0.791 50.961 7.139 45.415 -17.08 339.0 0.753 0.076
67 670 28.35 0.753 48.517 6.965 44.312 -15.97 323.1 0.718 0.074
68 680 28.35 0.718 46.232 6.799 43.256 -14.90 308.2 0.685 0.072
69 690 28.36 0.685 44.100 6.641 42.247 -13.88 294.3 0.654 0.070
70 700 28.37 0.654 42.113 6.489 41.284 -12.91 281.4 0.625 0.069
71 710 28.38 0.625 40.265 6.345 40.368 -11.99 269.4 0.599 0.067
72 720 28.38 0.599 38.549 6.209 39.498 -11.11 258.2 0.574 0.066
73 730 28.39 0.574 36.958 6.079 38.675 -10.28 248.0 0.551 0.064
74 740 28.40 0.551 35.487 5.957 37.897 -9.50 238.5 0.530 0.063
75 750 28.41 0.530 34.127 5.842 37.164 -8.76 229.7 0.510 0.062
76 760 28.41 0.510 32.874 5.734 36.475 -8.06 221.6 0.493 0.061
77 770 25.46 0.493 31.720 5.632 35.830 -10.37 211.3 0.469 0.060
78 780 22.50 0.469 30.236 5.499 34.981 -12.48 198.8 0.442 0.058
79 790 22.51 0.442 28.450 5.334 33.932 -11.43 187.4 0.416 0.057
80 800 22.51 0.416 26.814 5.178 32.943 -10.43 176.9 0.393 0.055
81 810 22.51 0.393 25.321 5.032 32.012 -9.50 167.4 0.372 0.053
(�) (2)
Time Tirne
Increment
min.
82 820 22.52 0.000 25.321 5.032 32.012 -9.50 157.9 0.351
83 830 22.52 0.351 22.603 4.754 30.245 -7.73 150.2 0.334
84 840 22.52 0.334 21.497 4.637 29.496 -6.97 143.2 0.318
85 850 22.53 0.318 20.499 4.528 28.804 -6.28 137.0 0.304
86 860 22.53 0.304 19.601 4.427 28.165 -5.64 131.3 0.292
87 870 22.53 0.292 18.795 4.335 27.580 -5.05 126.3 0.281
88 880 22.54 0.281 18.072 4.251 27.045 -4.51 121.8 0.271
89 890 21.16 0.271 17.427 4.175 26.558 -5.40 116.4 0.259
90 900 19.77 0.259 16.654 4.081 25.962 -6.19 110.2 0.245
91 910 19.78 0245 15.769 3.971 25.262 -5.49 104.7 0.233
92 920 19.78 0.233 14.983 3.871 24.625 -4.85 99.9 0.222
93 930 19.76 0.222 14.290 3.780 24.049 -4.27 95.6 0.212
94 940 19.76 0.212 13.679 3.699 23.529 -3.75 91.8 0.204
95 950 19.78 0.204 13.143 3.625 23.063 -3.28 88.6 0.197
96 960 19.79 0.197 12.674 3.560 22.648 -2.86 85.7 0.190
97 970 19.79 0.190 12.264 3.502 22.279 -2.49 83.2 0.185
98 980 19.79 0.185 11.908 3.451 21.953 -2.16 81.0 0.180
99 990 19.79 0.180 11.598 3.406 21.666 -1.87 79.2 0.176
100 1000 19.79 0.176 11.330 3.366 21.414 -1.62 77.6 0.172
101 1010 17.82 0.172 11.099 3.331 21.194 -3.38 74.2 0.165
102 1020 15.84 0.165 10.615 3.258 20.727 -4.89 69.3 0.154
103 1030 15.84 0.154 9.916 3.149 20.033 -4.19 65.1 0.145
104 1040 15.84 0.145 9.316 3.052 19.417 -3.58 61.5 0.137
105 1050 15.84 0.137 8.804 2.967 18.876 -3.03 58.5 0.130
106 1060 15.84 0.130 8.370 2.893 18.405 -2.56 55.9 0.124
107 1070 15.84 0.124 8.003 2.829 17.997 -2.15 53.8 0.119
108 1080 15.85 0.119 7.695 2.774 17.647 -1.80 52.0 0.115
109 1090 15.85 0.115 7.437 2.727 17.349 -1.50 50.5 0.112
110 11�0 15.85 0.112 7.222 2.687 17.097 -1.25 49.2 0.109
111 1110 15.85 0.109 7.043 2.654 16.884 -1.03 48.2 0.107
112 1120 15.85 0.107 6.895 2.626 16.705 -0.86 47.3 0.105
113 1130 15.85 0.105 6.773 2.602 16.556 -0.71 46.6 0.104
114 1140 15.85 0.104 6.672 2.583 16.432 -0.58 46.0 0.102
115 1150 15.85 0.102 6.589 2.567 16.330 -0.48 45.6 0.101
116 1160 15.85 0.101 6.521 2.554 16.245 -0.39 45.2 0.100
117 1170 15.85 0.100 6.465 2.543 16.175 -0.32 44.9 0.100
118 1180 15.86 0.100 6.419 2.534 16.11 S -0.26 44.6 0.099
119 1190 15.86 0.099 6.381 2.526 16.071 -0.21 44.4 0.099
120 1200 15.86 0.099 6.351 2.520 16.032 -0.17 44.2 0.098
121 1210 15.86 0.098 6.326 2.515 16.001 -0.14 44.1 0.098
122 1220 15.86 0.098 6.306 2.511 15.975 -0.12 43.9 0.098
123 1230 15.86 0.098 6.289 2.508 15.954 -0.09 43.9 0.097
124 1240 15.86 0.097 6.276 2.505 15.937 -0.08 43.8 0.097
125 1250 15.86 0.097 6265 2.503 15.923 -0.06 43.7 0.097
126 1260 15.86 0.097 6.256 2.501 15.912 -0.05 43.7 0.097
127 1270 15.86 0.097 6.249 2.500 15.903 -0.04 43.6 0.097
128 1280 15.86 0.097 6.244 2.499 15.896 -0.03 43.6 0.097
129 1290 15.87 0.097 6.239 2.498 15.890 -0.02 43.6 0.097
130 1300 15.87 0.097 6.236 2.49? 15.886 -0.02 43.6 0.097
131 1310 15.87 0.097 6.233 2.497 15.882 -0.01 43.5 0.097
132 1320 15.87 0.097 6.231 2.496 15.880 -0.01 43.5 0.097
133 1330 15.87 0.097 6.229 2.496 15.878 -0.01 43.5 0.097
134 1340 15.87 0.097 6.228 2.496 15.876 -0.01 43.5 0.097
(�) (2)
Time Time
Increment
min.
135 1350 15.87 0.097 6.227 2.495 15.875 -0.00 43.5 0.097
136 1360 15.87 0.097 6.226 2.495 15.874 -0.00 43.5 0.097
137 1370 15.87 0.097 6.226 2.495 15.874 -0.00 43.5 0.097
138 1380 15.87 0.097 6.226 2.495 15.873 -0.00 43.5 0.097
139 1390 15.57 O.D97 6.226 2.495 15.873 0.00 43.5 0.097
140 1400 15.87 0.097 6.226 2.495 15.873 0.00 43.5 0.097
141 1410 15.88 0.097 6.226 2.495 15.874 0.00 43.5 0.097
142 1420 15.88 0.097 6.226 2.495 15.874 0.00 43.5 0.097
143 1430 15.88 0.097 6.226 2.495 15.874 0.00 43.5 0.097
144 1440 15.88 0.097 6.227 2.495 15.875 0.00 43.5 0.097
3618.89
STORMWATER CALCULATIG aTRIX-SANTA BARBARA HYDROGRAPGH H�D
Date: Oct-03
Given: Project= TEMPLETON -PARKING LOT
Area = 0.44 acres
Pt = 3.45 inches 10-Year/24 Hour Storm
dt = 10 min.
Tc = 10 min. (Pre-Developed Site Conditions)
PERVIOUS Parcel IMPERVIOUS Parcel
Area = 0.44 acres Area = 0 acres
CN = 82 CN = 98
S = 220 S = 0.20
0.2S = 0.44 0.2S = 0.04
Compute:Developed Conditions Runoff hydrograph
Column(3)=SCS Type IA Rainfalt Distribution
Column(4)=Col. (3)x Pt= 10 year-24 Hour Hyetograph at this location.
Column(5)=Accumulated Sum of Col. (4)
Column(6)_[If P<=0.2S]=0; Note, use PERVIOUS Area"S"value.
[If P>0.2Sj=(Col.(5)-0.2S)^2/(Col.(5)+0.8S); Using the PERVIOUS Area"S"value.
Column(7)=Col.(6)of Present Time Step-Col.(6)of Previous Time Step
Column(8)=Same method as for Col.(6), except use the IMPERVIOUS Area"S"value.
Column(9)=Col.(8)of the present time step-Col.(8)of the previous time step.
Column(10)_((PERVIOUS area 1 Total area)x Col.(7))+�(IMPERVIOUS area/Total area)x Col.(9))
Column(11)_(60.5 x Col.(10)x Total Area)/ 10(dt= 10 minutes)
Routing Constant,w=dt/(2Tc+dt) = 0.3333
Column(12)=Col.(12)of Previous Time Step+(w x(Col.(11)of Previous Time Step
+Col.(11)of Present Time Step-(2 x Col.(12)of Previous Time Step)])
Pervious Area Impervious Area
��) (z) (3) (4) �5) �6) �7) ($) �9) (10) ���) (12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydro- hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. %of Pt in. in. in. in. in. in. in, cfs cfs
1 10 0.0040 0.0138 0.0138 0.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
2 20 0.0040 0.0138 0.0276 0.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
3 30 0.0040 0.0138 0.0414 0.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
4 40 0.0040 0.0138 0.0552 0.0000 0.0000 0.0009 0.0009 0.0000 0.0 0.000
5 50 0.0040 0.0138 0.0690 0.0000 0.0000 0.0034 0.0025 0.0000 0.0 0.000
6 60 0.0040 0.0138 0.0828 0.0000 0.0000 0.0072 0.0037 0.0000 0.0 0.000
7 70 0.0040 0.0138 0.0966 0.0000 0.0000 0.0120 0.0048 0.0000 0.0 0.000
8 80 0.0040 0.0138 0.1104 0.0000 0.0000 0.0177 0.0057 0.0000 0.0 0.000
9 90 0.0040 0.0138 0.1242 0.0000 0.0000 0.0242 0.0065 0.0000 0.0 0.000
10 100 0.0040 0.0138 0.1380 0.0000 0.0000 0.0313 0.0072 0.0000 0.0 0.000
11 110 0.0050 0.0173 0.1553 0.0000 0.0000 0.0411 0.0098 0.0000 0.0 0.000
12 120 0.0050 0.0173 0.1725 0.0000 0.0000 0.0516 0.0105 0.0000 0.0 0.000
13 130 0.0050 0.0173 0.1898 0.0000 0.0000 0.0628 0.0112 0.0000 0.0 0.000
14 140 0.0050 0.0173 0.2070 0.0000 0.0000 0.0746 0.0118 0.0000 0.0 0.000
15 150 0.0050 0.0173 0.2243 0.0000 0.0000 0.0868 0.0122 0.0000 0.0 0.000
16 160 0.0050 0.0173 0.2415 0.0000 0.0000 0.0995 0.0127 0.0000 0.0 0.000
17 170 0.0060 0.0207 0.2622 0.0000 0.0000 0.1152 0.0157 0.0000 0.0 0.000
18 180 0.0060 0.0207 0.2829 0.0000 0.0000 0.1314 0.0162 0.0000 0.0 0.000
19 190 0.0060 0.0207 0.3036 0.0000 0.0000 0.1479 0.0166 0.0000 0.0 0.000
20 200 0.0060 0.0207 0.3243 0.0000 0.0000 0.1648 0.0169 0.0000 0.0 0.000
21 210 0.0060 0.0207 0.3450 0.0000 0.0000 0.1820 0.0172 0.0000 0.0 0.000
22 220 0.0060 0.0207 0.3657 0.0000 0.0000 0.1995 0.0175 0.0000 0.0 0.000
23 230 0.0070 0.0242 0.3899 0.0000 0.0000 0.2203 0.0207 0.0000 0.0 0.000
24 240 0.0070 0.0242 0.4140 0.0000 0.0000 0.2413 0.0210 0.0000 0.0 0.000
25 250 0.0070 0.0242 0.4382 0.0000 0.0000 0.2625 0.0213 0.0000 0.0 0.000
26 260 0.0070 0.0242 0.4623 0.0002 0.0002 0.2840 0.0215 0.0002 0.0 0.000
� 27 270 0 0070 0 0242 0 4865 0 0010 0.0008 0.3057 0.0217 0.0008 0.0 0.0�
Pervious Area Impervious Area
��) (2) �3) (4) �5) �6) ��) �$) �9) �10) ���) �12)
Time Time Rainfali incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydro- hydra
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
28 280 0.0070 0.0242 0.5106 0.0023 0.0013 0.3275 0.0219 0.0013 0.0 0.002
29 290 0.0082 0.0283 0.5389 0.0043 0.0021 0.3533 0.0258 0.0021 0.0 0.004
30 300 0.0082 0.0283 0.5672 0.0071 0.0027 0.3793 0.0260 0.0027 0.0 0.005
31 310 0.0082 0.0283 0.5955 0.0104 0.0033 0.4055 0.0262 0.0033 0.0 0.007
32 320 0.0082 0.0283 0.6238 0.0143 0.0039 0.4318 0.0263 0.0039 0.0 0.009
33 330 0.0082 0.0283 0.6521 0.0188 0.0045 0.4582 0.0265 0.0045 0.0 0.010
34 340 0.0082 0.0283 0.6803 0.0239 0.0051 0.4848 0.0266 0.0051 0.0 0.012
35 350 0.0095 0.0328 0.7131 0.0304 0.0065 0.5157 0.0309 0.0065 0.0 0.014
36 360 0.0095 0.0328 0.7459 0.0376 0.0072 0.5468 0.0311 0.0072 0.0 0.017
37 370 0.0095 0.0328 0.7787 0.0455 0.0079 0.5780 0.0312 0.0079 0.0 0.019
38 380 0.0095 0.0328 0.8114 0.0540 0.0085 0.6093 0.0313 0.0085 0.0 0.021
39 390 0.0095 0.0328 0.8442 0.0631 0.0091 0.6407 0.0314 0.0091 0.0 0.023
40 400 0.0095 0.0328 0.8770 0.0728 0.0097 0.6721 0.0315 0.0097 0.0 0.024
41 410 0.0134 0.0462 0.9232 0.0875 0.0147 0.7167 0.0445 0.0147 0.0 0.030
42 420 0.0134 0.0462 0.9695 0.1032 0.0157 0.7613 0.0447 0.0157 0.0 0.037
43 430 0.0134 0.0462 1.0157 0.1200 0.0167 0.8061 0.0448 0.0167 0.0 0.041
44 440 0.0180 0.0621 1.0778 0.1440 0.0240 0.8664 0.0603 0.0240 0.1 0.050
45 450 0.0180 0.0621 1.1399 0.1696 0.0256 0.9269 0.0605 0.0256 0.1 0.061
46 460 0.0340 0.1173 1.2572 0.2221 0.0525 1.0416 0.1147 0.0525 0.1 0.090
47 470 0.0540 0.1863 1.4435 0.3153 0.0932 1.2245 0.1829 0.0932 0.2 . 59
48 480 0.0270 0.0932 1.5366 0.3659 0.0505 1.3162 0.0917 0.0505 0.1 0.181 Q peak
49 490 0.0180 0.0621 1.5987 0.4009 0.0350 1.3775 0.0612 0.0350 0.1 0.136
50 500 0.0134 0.0462 1.6450 0.4276 0.0267 1.4231 0.0456 0.0267 0.1 0.
51 510 0.0134 0.0462 1.6912 0.4548 0.0272 1.4688 0.0457 0.0272 0.1 0.081
52 520 0.0134 0.0462 1.7374 0.4826 0.0277 1.5144 0.0457 0.0277 0.1 0.076
53 530 0.0088 0.0304 1.7678 0.5010 0.0185 1.5445 0.0300 0.0185 0.0 0.066
54 540 0.0088 0.0304 1.7981 0.5197 0.0187 1.5745 0.0300 0.0187 0.0 0.055
55 550 0.0088 0.0304 1.8285 0.5386 0.0189 1.6045 0.0300 0.0189 0.1 0.052
56 560 0.0088 0.0304 1.8589 0.5577 0.0191 1.6346 0.0300 0.0191 0.1 0.051
57 570 0.0088 0.0304 1.8892 0.5769 0.0193 1.6646 0.0301 0.0193 0.1 0.051
58 580 0.0088 0.0304 1.9196 0.5964 0.0194 1.6947 0.0301 0.0194 0.1 0.051
59 590 0.0088 0.0304 1.9499 0.6160 0.0196 1.7248 0.0301 0.0196 0.1 0.052
60 600 0.0088 0.0304 1.9803 0.6358 0.0198 1.7548 0.0301 0.0198 0.1 0.052
61 610 0.0088 0.0304 2.0107 0.6557 0.0200 1.7849 0.0301 0.0200 0.1 0.053
62 620 0.0088 0.0304 2.0410 0.6759 0.0201 1.8150 0.0301 0.0201 0.1 0.053
63 630 0.0088 0.0304 2.0714 0.6962 0.0203 1.8451 0.0301 0.0203 0.1 0.054
64 640 0.0088 0.0304 2.1017 0.7166 0.0205 1.8752 0.0301 0.0205 0.1 0.054
65 650 0.0072 0.0248 2.1266 0.7335 0.0168 1.8999 0.0246 0.0168 0.0 0.051
66 660 0.0072 0.0248 2.1514 0.7504 0.0170 1.9245 0.0246 0.0170 0.0 0.047
67 670 0.0072 0.0248 2.1763 0.7675 0.0171 1.9492 0.0246 0.0171 0.0 0.046
68 680 0.0072 0.0248 2.2011 0.7846 0.0171 1.9738 0.0247 0.0171 0.0 0.046
69 690 0.0072 0.0248 2.2259 0.8019 0.0172 1.9985 0.0247 0.0172 0.0 0.046
70 700 0.0072 0.0248 2.2508 0.8192 0.0173 2.0231 0.0247 0.0173 0.0 0.046
71 710 0.0072 0.0248 2.2756 0.8366 0.0174 2.0478 0.0247 0.0174 0.0 0.046
72 720 0.0072 0.0248 2.3005 0.8542 0.0175 2.0725 0.0247 0.0175 0.0 0.046
73 730 0.0072 0.0248 2.3253 0.8718 0.0176 2.0971 0.0247 0.0176 0.0 0.047
74 740 0.0072 0.0248 2.3501 0.8895 0.0177 2.1218 0.0247 0.0177 0.0 0.047
75 750 0.0072 0.0248 2.3750 0.9073 0.0178 2.1465 0.0247 0.0178 0.0 0.047
76 760 0.0072 0.0248 2.3998 0.9251 0.0179 2.1712 0.0247 0.0179 0.0 0.047
77 770 0.0057 0.0197 2.4195 0.9393 0.0142 2.1907 0.0195 0.0142 0.0 0.044
78 780 0.0057 0.0197 2.4392 0.9536 0.0143 2.2103 0.0195 0.0143 0.0 0.040
79 790 0.0057 0.0197 2.4588 0.9679 0.0143 2.2298 0.0195 0.0143 0.0 0.039
80 800 0.0057 0.0197 2.4785 0.9822 0.0144 2.2493 0.0195 0.0144 0.0 0.038
81 810 0.0057 0.0197 2.4981 0.9966 0.0144 2.2689 0.0195 0.0144 0.0 0.038
Pervious Area Impervious Area
(�) (2) �3) (4) (5) (6) f�) (8) (9) (��) (11) (12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydro- hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
82 820 0.0057 0.0197 2.5178 1.0111 0.0145 2.2884 0.0196 0.0145 0.0 0.038
83 830 0.0057 0.0197 2.5375 1.0256 0.0145 2.3080 0.0196 0.0145 0.0 0.038
84 840 0.0057 0.0197 2.5571 1.0401 0.0145 2.3276 0.0196 0.0145 0.0 0.039
85 850 0.0057 0.0197 2.5768 1.0547 0.0146 2.3471 0.0196 0.0146 0.0 0.039
86 860 0.0057 0.0197 2.5965 1.0694 0.0146 2.3667 0.0196 0.0146 0.0 0.039
87 870 0.0057 0.0197 2.6161 1.0841 0.0147 2.3862 0.0196 0.0147 0.0 0.039
88 880 0.0057 0.0197 2.6358 1.0988 0.0147 2.4058 0.0196 0.0147 0.0 0.039
89 890 0.0050 0.0173 2.6531 1.1118 0.0130 � 2.4229 0.0172 0.0130 0.0 0.038
90 900 0.0050 0.0173 2.6703 1.1248 0.0130 2.4401 0.0172 0.0130 0.0 0.036
91 910 0.0050 0.0173 2.6876 1.1378 0.0130 2.4573 0.0172 0.0130 0.0 0.035
92 920 0.0050 0.0173 2.7048 1.1508 0.0131 2.4744 0.0172 0.0131 0.0 0.035
93 930 0.0050 0.0173 2.7221 1.1639 0.0131 2.4916 0.0172 0.0131 0.0 0.035
94 940 0.0050 0.0173 2.7393 1.1770 0.0131 2.5088 0.0172 0.0131 0.0 0.035
95 950 0.0050 0.0173 2.7566 1.1902 0.0132 2.5259 0.0172 0.0132 0.0 0.035
96 960 0.0050 0.0173 2.7738 1.2034 0.0132 2.5431 0.0172 0.0132 0.0 0.035
97 970 0.0050 0.0173 2.7911 1.2166 0.0132 2.5602 0.0172 0.0132 0.0 0.035
98 980 0.0050 0.0173 2.8083 1.2298 0.0132 2.5774 0.0172 0.0132 0.0 0.035
99 990 0.0050 0.0173 2.8256 1.2431 0.0133 2.5946 0.0172 0.0133 0.0 0.035
100 1000 0.0050 0.0173 2.8428 1.2564 0.0133 2.6118 0.0172 0.0133 0.0 0.035
101 1010 0.0040 0.0138 2.8566 1.2671 0.0107 2.6255 0.0137 0.0107 0.0 0.033
102 1020 0.0040 0.0138 2.8704 1.2778 0.0107 2.6392 0.0137 0.0107 0.0 0.030
103 1030 0.0040 0.0138 2.8842 1.2885 0.0107 2.6530 0.0137 0.0107 0.0 0.029
104 1040 0.0040 0.0138 2.8980 1.2992 0.0107 2.6667 0.0137 0.0107 0.0 0.029
105 1050 0.0040 0.0138 2.9118 1.3099 0.0107 2.6804 0.0137 0.0107 0.0 0.029
106 1060 0.0040 0.0138 2.9256 1.3207 0.0108 2.6942 0.0137 0.0108 0.0 0.029
107 1070 0.0040 0.0138 2.9394 1.3315 0.0108 2.7079 0.0137 0.0108 0.0 0.029
108 1080 0.0040 0.0138 2.9532 1.3423 0.0108 2.7217 0.0137 0.0108 0.0 0.029
109 1090 0.0040 0.0138 2.9670 1.3531 0.0108 2.7354 0.0137 0.0108 0.0 0.029
110 1100 0.0040 0.0138 2.9808 1.3639 0.0108 2.7491 0.0137 0.0108 0.0 0.029
111 1110 0.0040 0.0138 2.9946 1.3747 0.0108 2.7629 0.0137 0.0108 0.0 0.029
112 1120 0.0040 0.0138 3.0084 1.3856 0.0109 2.7766 0.0137 0.0109 0.0 0.029
113 1130 0.0040 0.0138 3.0222 1.3965 0.0109 2.7904 0.0137 0.0109 0.0 0.029
114 1140 0.0040 0.0138 3.0360 1.4074 0.0109 2.8041 0.0137 0.0109 0.0 0.029
115 1150 0.0040 0.0138 3.0498 1.4183 0.0109 2.8179 0.0137 0.0109 0.0 0.029
116 1160 0.0040 0.0138 3.0636 1.4292 0.0109 2.8316 0.0137 0.0109 0.0 0.029
117 1170 0.0040 0.0138 3.0774 1.4402 0.0109 2.8454 0.0137 0.0109 0.0 0.029
118 1180 0.0040 0.0138 3.0912 1.4511 0.0110 2.8591 0.0137 0.0110 0.0 0.029
119 1190 0.0040 0.0138 3.1050 1.4621 0.0110 2.8728 0.0137 0.0110 0.0 0.029
120 1200 0.0040 0.0138 3.1188 1.4731 0.0110 2.8866 0.0137 0.0110 0.0 0.029
121 1210 0.0040 0.0138 3.1326 1.4841 0.0110 2.9003 0.0137 0.0110 0.0 0.029
122 1220 0.0040 0.0138 3.1464 1.4951 0.0110 2.9141 0.0137 0.0110 0.0 0.029
123 1230 0.0040 0.0138 3.1602 1.5062 0.0110 2.9278 0.0137 0.0110 0.0 0.029
124 1240 0.0040 0.0138 3.1740 1.5172 0.0111 2.9416 0.0137 0.0111 0.0 0.029
125 1250 C.0040 0.0138 3.1878 1.5283 0.0111 2.9553 0.0137 0.0111 0.0 0.029
126 1260 0.0040 0.0138 3.2016 1.5394 0.0111 2.9691 0.0137 0.0111 0.0 0.029
127 1270 0.0040 0.0138 3.2154 1.5505 0.0111 2.9828 0.0137 0.0111 0.0 0.030
128 1280 0.0040 0.0138 3.2292 1.5616 0.0111 2.9966 0.0137 0.0111 0.0 0.030
129 1290 0.0040 0.0138 3.2430 1.5727 0.0111 3.0103 0.0138 0.0111 0.0 0.030
130 1300 0.0040 0.0138 3.2568 1.5839 0.0111 3.0241 0.0138 0.0111 0.0 0.030
131 1310 0.0040 0.0138 3.2706 1.5950 0.0112 3.0378 0.0138 0.0112 0.0 0.030
132 1320 0.0040 0.0138 3.2844 1.6062 0.0112 3.0516 0.0138 0.0112 0.0 0.030
133 1330 0.0040 0.0138 3.2982 1.6174 0.0112 3.0653 0.0138 0.0112 0.0 0.030
134 1340 0.0040 0.0138 3.3120 1.6286 0.0112 3.0791 0.0138 0.0112 0.0 0.030
Pervious Area Impervious Area
��) (Z) �3) �4) (5) (6) ��) (8) (9) (��) (>>) (12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydra hydra
bution Rainfail Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
135 1350 0.0040 0.0138 3.3258 1.6398 0.0112 3.0928 0.0138 0.0112 0.0 0.030
136 1360 0.0040 0.0138 3.3396 1.6511 0.0112 3.1066 0.0138 0.0112 0.0 0.030
137 1370 0.0040 0.0138 3.3534 1.6623 0.0112 3.1203 0.0138 0.0112 0.0 0.030
138 1380 0.0040 0.0138 3.3672 1.6736 0.0113 3.1341 0.0138 0.0113 0.0 0.030
139 1390 0.0040 0.0138 3.3810 1.6848 0.0113 3.1479 0.0138 0.0113 0.0 0.030
140 1400 0.0040 0.0138 3.3948 1.6961 0.0113 3.1616 0.0138 0.0113 0.0 0.030
141 1410 0.0040 0.0138 3.4086 1.7074 0.0113 3.1754 0.0138 0.0113 0.0 0.030
142 1420 0.0040 0.0138 3.4224 1.7187 0.0113 3.1891 0.0138 0.0113 0.0 0.030
143 1430 0.0040 0.0138 3.4362 1.7301 0.0113 3.2029 0.0138 0.0113 0.0 0.030
144 1440 0.0040 0.0138 3.4500 1.7414 0.0113 3.2166 0.0138 0.0113 0.0 0.030
Total Volume of Runoff= 2763.286
cu.ft.
(Found by summing this column and
multiplying by 600.600 is the
conversion required to convert
SUM(Q)in cfs to total volume
in cubic feet as follows:
V=5UM(Q)x dt
(cu.ft.)_(cu.ft/s)x(10 min.)x(60 s/min.)
STORMWATER CALCULATIG. .aTRIX-SANTA BARBARA HYDROGRAPGH . HOD
Date: Oct-03
Given: Project= TEMPLETON -PARKING LOT
Area = 0.44 acres
Pt = 3.45 inches 1 Q-Year/24 Hour Storm
dt = 10 min.
Tc = 5 min. (Post-Developed Site Conditions)
PERVIOUS Parcel IMPERVIOUS Parcel
Area = 0 acres Area = 0.44 acres
CN = 80 CN = 98
S = 2.50 5 = 0.20
0.2S = 0.50 0.2S = 0.04
Compute:Developed Conditions Runoff hydrograph
Column(3)=SCS Type IA Rainfall Distribution
Column(4)=Col. (3)x Pt= 10 year-24 Hour Hyetograph at this location.
Column (5)=Accumulated Sum of Col. (4)
Column (6)_[If P<=0.2S�=0; Note, use PERVIOUS Area"S"value.
[If P>0.2S]_(Col.(5)-0.2S)^2/(Col.(5)+0.8S); Using the PERVIOUS Area"S"value.
Column(7)=Col.(6)of Present Time Step-Col.(6)of Previous Time Step
Column (8)=Same method as for Col.(6), except use the IMPERVIOUS Area"S"value.
Column (9)=Col.(8)of the present time step-Col.(8)of the previous time step.
Column(10)_((PERVIOUS area/Total area)x Col.(7))+((IMPERVIOUS area/Total area)x Col.(9))
Column(11)_(60.5 x Col.(10)x Total Area)/ 10(dt= 10 minutes)
Routing Constant,w=dt/(2Tc+dt) = 0.5000
Column(12)=Col.(12)of Previous Time Step+(w x[Col.(11)of Previous Time Step
+Col.(11)of Present Time Step-(2 x Col.(12)of Previous Time Step)])
Pervious Area Impervious Area
��) �2) �3) �4) �5) �6) (7) �8) �9) �10) (��) �12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
increment distri- mental lated lated mental lated mental Runoff hydro- hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. °/a of Pt in. in. in. in. in. in. in. cfs cfs
1 10 0.0040 0.0138 0.0138 0.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
2 20 0.0040 0.0138 0.0276 0.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
3 30 0.0040 0.0138 0.0414 D.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
4 40 0.0040 0.0138 0.0552 0.0000 0.0000 0.0009 0.0009 0.0009 0.0 0.001
5 50 0.0040 0.0138 0.0690 0.0000 0.0000 0.0034 0.0025 0.0025 0.0 0.005
6 60 0.0040 0.0138 0.0828 0.0000 0.0000 0.0072 0.0037 0.0037 0.0 0.008
7 70 0.0040 0.0138 0.0966 0.0000 0.0000 0.0120 0.0048 0.0048 0.0 0.011
8 80 0.0040 0.0138 0.1104 0.0000 0.0000 0.0177 0.0057 0.0057 0.0 0.014
9 90 0.0040 0.0138 0.1242 0.0000 0.0000 0.0242 0.0065 0.0065 0.0 0.016
10 100 0.0040 0.0138 0.1380 0.0000 0.0000 0.0313 0.0072 0.0072 0.0 0.018
11 110 0.0050 0.0173 0.1553 0.0000 0.0000 0.0411 0.0098 0.0098 0.0 0.023
12 �20 0.0050 0.0173 0.1725 0.0000 0.0000 0.0516 0.0105 0.0105 0.0 0.027
13 130 0.0050 0.0173 0.1898 0.0000 0.0000 0.0628 0.0112 0.0112 0.0 0.029
14 140 0.0050 0.0173 0.2070 0.0000 D.0000 0.0746 0.0118 0.0118 0.0 0.031
15 150 �.0050 0.0173 0.2243 0.0000 0.0000 0.0868 0.0122 0.0122 0.0 0.032
16 160 0.0050 0.0173 0.2415 0.0000 0.0000 0.0995 0.0127 0.0127 0.0 0.033
17 170 0.0060 0.0207 0.2622 0.0000 0.0000 0.1152 0.0157 0.0157 0.0 0.038
18 180 0.0060 0.0207 0.2829 0.0000 0.0000 0.1314 0.0162 0.0162 0.0 0.042
19 190 0.0060 0.0207 0.3036 0.0000 0.0000 0.1479 0.0166 0.0166 0.0 0.044
20 200 0.0060 0.0207 0.3243 0.0000 0.0000 0.1648 0.0169 0.0169 0.0 0.045
21 210 0.0060 0.0207 0.3450 0.0000 0.0000 0.1820 0.0172 0.0172 0.0 0.045
22 220 0.0060 0.0207 0.3657 0.0000 0.0000 0.1995 0.0175 0.0175 0.0 0.046
23 230 0.0070 0.0242 0.3899 0.0000 0.0000 0.2203 0.0207 0.0207 0.1 0.051
24 240 0.0070 0.0242 0.4140 0.0000 0.0000 0.2413 0.0210 0.0210 0.1 0.056
25 250 0.0070 0.0242 0.4382 0.0000 0.0000 0.2625 0.0213 0.0213 0.1 0.056
26 260 0.0070 0.0242 0.4623 0.0000 0.0000 0.2840 0.0215 0.0215 0.1 0.057
27 270 0.0070 0.0242 0.4865 0.0000 0.0000 0.3057 0.0217 0.0217 0.1 0.057
Pervious Area Impervious Area
��) (2) �3) (4) �5) (6) (7) (8) (9) (10) (11) (12}
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydro- hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
28 280 0.0070 0.0242 0.5106 0.0000 0.0000 0.3275 0.0219 0.0219 0.1 0.058
29 290 0.0082 0.0283 0.5389 0.0006 0.0006 0.3533 0.0258 0.0258 0.1 0.063
30 300 0.0082 0.0283 0.5672 0.0018 0.0012 0.3793 0.0260 0.0260 0.1 0.069
31 310 0.0082 0.0283 0.5955 0.0035 0.0018 0.4055 0.0262 0.0262 0.1 0.069
32 320 0.0082 0.0283 0.6238 0.0058 0.0023 0.4318 0.0263 0.0263 0.1 0.070
33 330 0.0082 0.0283 0.6521 0.0087 0.0029 0.4582 0.0265 0.0265 0.1 0.070
34 340 0.0082 0.0283 0.6803 0.0121 0.0034 0.4848 0.0266 0.0266 0.1 0.071
35 350 0.0095 0.0328 0.7131 0.0167 0.0046 0.5157 0.0309 0.0309 0.1 0.077
36 360 0.0095 0.0328 0.7459 0.0220 0.0053 0.5468 0.0311 0.0311 0.1 0.083
37 370 0.0095 0.0328 0.7787 0.0279 0.0059 0.5780 0.0312 0.0312 0.1 0.083
38 380 0.0095 0.0328 0.8114 0.0345 0.0066 0.6093 0.0313 0.0313 0.1 0.083
39 390 0.0095 0.0328 0.8442 0.0417 0.0072 0.6407 0.0314 0.0314 0.1 0.083
40 400 0.0095 0.0328 0.8770 0.0494 0.0077 0.6721 0.0315 0.0315 0.1 0.084
41 410 0.0134 0.0462 0.9232 0.0613 0.0119 0.7167 0.0445 0.0445 0.1 0.101
42 420 0.0134 0.0462 0.9695 0.0742 0.0129 0.7613 0.0447 0.0447 0.1 0.119
43 430 0.0134 0.0462 1.0157 0.0882 0.0140 0.8061 0.0448 0.0448 0.1 0.119
44 440 0.0180 0.0621 1.0778 0.1085 0.0203 0.8664 0.0603 0.0603 0.2 0.140
45 450 0.0180 0.0621 1.1399 0.1304 0.0219 0.9269 0.0605 0.0605 0.2 0.161
46 460 0.0340 0.1173 1.2572 0.1760 0.0456 1.0416 0.1147 0.1147 0.3 .
47 470 0.0540 0.1863 1.4435 0.2585 0.0825 1.2245 0.1829 0.1829 0.5 0.396
48 480 0.0270 0.0932 1.5366 0.3038 0.0453 1.3162 0.0917 0.0917 0.2 . peak
49 490 0.0180 0.0621 1.5987 0.3355 0.0316 1.3775 0.0612 O.Ofi12 0.2 0.204
50 500 0.0134 0.0462 1.6450 0.3597 0.0242 1.4231 0.0456 0.0456 0.1 0.142
51 510 0.0134 0.0462 1.6912 0.3844 0.0248 1.4688 0.0457 0.0457 0.1 0.121
52 520 0.0134 0.0462 1.7374 0.4097 0.0253 1.5144 0.0457 0.0457 0.1 0.122
53 530 0.0088 0.0304 1.7678 0.4266 0.0169 1.5445 0.0300 0.0300 0.1 0.101
54 540 0.0088 0.0304 1.7981 0.4437 0.0171 1.5745 0.0300 0.0300 0.1 0.080
55 550 0.0088 0.0304 1.8285 0.4610 0.0173 1.6045 0.0300 0.0300 0.1 0.080
56 560 0.0088 0.0304 1.8589 0.4785 0.0175 1.6346 0.0300 0.0300 0.1 0.080
57 570 0.0088 0.0304 1.8892 0.4962 0.0177 1.6646 0.0301 0.0301 0.1 0.080
58 580 0.0088 0.0304 1.9196 0.5141 0.0179 1.6947 0.0301 0.0301 0.1 0.080
59 590 0.0088 0.0304 1.9499 0.5322 0.0181 1.7248 0.0301 0.0301 0.1 0.080
6Q 600 0.0088 0.0304 1.9803 0.5505 0.0183 1.7548 0.0301 0.0301 0.1 0.080
61 610 0.0088 0.0304 2.0107 0.5690 0.0185 1.7849 0.0301 0.0301 0.1 0.080
62 620 0.0088 0.0304 2.0410 0.5877 0.0187 1.8150 0.0301 0.0301 0.1 0.080
63 630 0.0088 0.0304 2.0714 0.6065 0.0188 1.8451 0.0301 0.0301 0.1 0.080
64 640 0.0088 0.0304 2.1017 0.6255 0.0190 1.8752 0.0301 0.0301 0.1 0.080
65 650 0.0072 0.0248 2.1266 0.6412 0.0157 1.8999 0.0246 0.0246 0.1 0.073
66 660 0.0072 0.0248 2.1514 0.6569 0.0158 1.9245 0.0246 0.0246 0.1 0.066
67 670 0.0072 0.0248 2.1763 0.6728 0.0159 1.9492 0.0246 0.0246 0.1 0.066
68 680 0.0072 0.0248 2.2011 0.6888 0.0160 1.9738 0.0247 0.0247 0.1 0.066
69 690 0.0072 0.0248 2.2259 0.7049 0.0161 1.9985 0.0247 0.0247 0.1 0.066
70 700 0.0072 0.0248 2.2508 0.7211 0.0162 2.0231 0.0247 0.0247 0.1 0.066
71 710 0.0072 0.0248 2.2756 0.7374 0.0163 2.0478 0.0247 0.0247 0.1 0.066
72 720 0.0072 0.0248 2.3005 0.7538 0.0164 2.0725 0.0247 0.0247 0.1 0.066
73 730 0.0072 0.0248 2.3253 0.7703 0.0165 2.0971 0.0247 0.0247 0.1 0.066
74 740 0.0072 0.0248 2.3501 0.7869 0.0166 2.1218 0.0247 0.0247 0.1 0.066
75 750 0.0072 0.0248 2.3750 0.8036 0.0167 2.1465 0.0247 0.0247 0.1 0.066
76 760 0.0072 0.0248 2.3998 0.8203 0.0168 2.1712 0.0247 0.0247 0.1 0.066
77 770 0.0057 0.0197 2.4195 0.8337 0.0133 2.1907 0.0195 0.0195 0.1 0.059
78 780 0.0057 0.0197 2.4392 0.8471 0.0134 2.2103 0.0195 0.0195 0.1 0.052
79 790 0.0057 0.0197 2.4588 0.8605 0.0135 2.2298 0.0195 0.0195 0.1 0.052
80 800 0.0057 0.0197 2.4785 0.8740 0.0135 2.2493 0.0195 0.0195 0.1 0.052
81 810 0.0057 0.0197 2.4981 0.8876 0.0136 2.2689 0.0195 0.0195 0.1 0.052
Pervious Area Impervious Area
��) (2) �3) (4) (5) (6) ��) ($) (9) (��) (>>) �12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydro- hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
82 820 0.0057 0.0197 2.5178 0.9012 0.0136 2.2884 0.0196 0.0196 0.1 0.052
83 830 0.0057 0.0197 2.5375 0.9149 0.0137 2.3080 0.0196 0.0196 0.1 0.052
84 840 0.0057 0.0197 2.5571 0.9286 0.0137 2.3276 0.0196 0.0196 0.1 0.052
85 850 0.0057 0.0197 2.5768 0.9424 0.0138 2.3471 0.0196 0.0196 0.1 0.052
86 860 0.0057 0.0197 2.5965 0.9562 0.0138 2.3667 0.0196 0.0196 0.1 0.052
87 870 0.0057 0.0197 2.6161 0.9701 0.0139 2.3862 0.0196 0.0196 0.1 0.052
88 880 0.0057 0.0197 2.6358 0.9840 0.0139 2.4058 0.0196 0.0196 0.1 0.052
89 890 0.0050 0.0173 2.6531 0.9963 0.0123 2.4229 0.0172 0.0172 0.0 0.049
90 900 0.0050 0.0173 2.6703 t.0085 0.0123 2.4401 0.0172 0.0172 0.0 0.046
91 910 0.0050 0.0173 2.6876 1.0209 0.0123 2.4573 0.0172 0.0172 0.0 0.046
92 920 0.0050 0.0173 2.7048 1.0332 0.0124 2.4744 0.0172 0.0172 0.0 0.046
93 930 0.0050 0.0173 2.7221 1.0456 0.0124 2.4916 0.0172 0.0172 0.0 0.046
94 940 0.0050 0.0173 2.7393 1.0581 0.0124 2.5088 0.0172 0.0172 0.0 0.046
95 950 0.0050 0.0173 2.7566 1.0705 0.0125 2.5259 0.0172 0.0172 0.0 0.046
96 960 0.0050 0.0173 2.7738 1.0830 0.0125 2.5431 0.0172 0.0172 0.0 0.046
97 970 0.0050 0.0173 2.7911 1.0956 0.0125 2.5602 0.0172 0.0172 0.0 0.046
98 980 0.0050 0.0173 2.8083 1.1081 0.0126 2.5774 0.0172 0.0172 0.0 0.046
99 990 0.0050 0.0173 2.8256 1.1207 0.0126 2.5946 0.0172 0.0172 0.0 0.046
100 1000 0.0050 0.0173 2.8428 1.1334 0.0126 2.6118 0.0172 0.0172 0.0 0.046
101 1010 0.0040 0.0138 2.8566 1.1435 0.0101 2.6255 0.0137 0.0137 0.0 0.041
102 1020 0.0040 0.0138 2.8704 1.1537 0.0102 2.6392 0.0137 0.0137 0.0 0.037
103 1030 0.0040 0.0138 2.8842 1.1638 0.0102 2.6530 0.0137 0.0137 0.0 0.037
104 1040 0.0040 0.0138 2.8980 1.1740 0.0102 2.6667 0.0137 0.0137 0.0 0.037
105 1050 0.0040 0.0138 2.9118 1.1842 0.0102 2.6804 0.0137 0.0137 0.0 0.037
106 1060 0.0040 0.0138 2.9256 1.1945 0.0102 2.6942 0.0137 0.0137 0.0 0.037
107 1070 0.0040 0.0138 2.9394 1.2047 0.0103 2.7079 0.0137 0.0137 0.0 0.037
108 1080 0.0040 0.0138 2.9532 1.2150 0.0103 2.7217 0.0137 0.0137 0.0 0.037
109 1090 0.0040 0.0138 2.9670 1.2253 0.0103 2.7354 0.0137 0.0137 0.0 0.037
110 1100 0.0040 0.0138 2.9808 1.2356 0.0103 2.7491 0.0137 0.0137 0.0 0.037
111 1110 0.0040 0.0138 2.9946 1.2460 0.0103 2.7629 0.0137 0.0137 0.0 0.037
112 1120 0.0040 0.0138 3.0084 1.2563 0.0104 2.7766 0.0137 0.0137 0.0 0.037
113 1130 0.0040 0.0138 3.0222 1.2667 0.0104 2.7904 0.0137 0.0137 0.0 0.037
114 1140 0.0040 0.0138 3.0360 1.2771 0.0104 2.8041 0.0137 0.0137 0.0 0.037
115 1150 0.0040 0.0138 3.0498 1.2875 0.0104 2.8179 0.0137 0.0137 0.0 0.037
116 1160 0.0040 0.0138 3.0636 1.2979 0.0104 2.8316 0.0137 0.0137 0.0 0.037
117 1170 0.0040 0.0138 3.0774 1.3083 0.0104 2.8454 0.0137 0.0137 0.0 0.037
118 11 SO 0.0040 0.0138 3.0912 1.3188 0.0105 2.8591 0.0137 0.0137 0.0 0.037
119 1190 0.0040 0.0138 3.1050 1.3293 0.0105 2.8728 0.0137 0.0137 0.0 0.037
120 1200 0.0040 0.0138 3.1188 1.3398 0.0105 2.8866 0.0137 0.0137 0.0 0.037
121 1210 0.0040 0.0138 3.1326 1.3503 0.0105 2.9003 0.0137 0.0137 0.0 0.037
122 1220 0.0040 0.0138 3.1464 1.3608 0.0105 2.9141 0.0137 0.0137 0.0 0.037
123 1230 0.0040 0.0138 3.1602 1.3714 0.0106 2.9278 0.0137 0.0137 0.0 0.037
124 1240 0.0040 0.0138 3.1740 1.3820 0.0106 2.9416 0.0137 0.0137 0.0 0.037
125 1250 0.0040 0.0138 3.1878 1.3925 0.0106 2.9553 0.0137 0.0137 0.0 0.037
126 1260 0.0040 0.0138 3.2016 1.4032 0.0106 2.9691 0.0137 0.0137 0.0 0.037
127 1270 0.0040 0.0138 3.2154 1.4138 0.0106 2.9828 0.0137 0.0137 0.0 0.037
128 1280 0.0040 0.0138 3.2292 1.4244 0.0106 2.9966 0.0137 0.0137 0.0 0.037
129 1290 0.0040 0.0138 3.2430 1.4351 0.0107 3.0103 0.0138 0.0138 0.0 0.037
130 1300 0.0040 0.0138 3.2568 1.4457 0.0107 3.0241 0.0138 0.0138 0.0 0.037
131 1310 0.0040 0.0138 3.2706 1.4564 0.0107 3.0378 0.0138 0.0138 0.0 0.037
132 1320 0.0040 0.0138 3.2844 1.4671 0.0107 3.0516 0.0138 0.0138 0.0 0.037
133 1330 0.0040 0.0138 3.2982 1.4778 0.0107 3.0653 0.0138 0.0138 0.0 0.037
134 1340 0.0040 0.0138 3.3120 1.4886 0.0107 3.0791 0.0138 0.0138 0.0 0.037
Pervious Area Impervious Area
(�) (2) �3) �4) (5) �6) ��) �8) �9) (��) ���) (1z)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydra hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
135 1350 0.0040 0.0138 3.3258 1.4993 0.0108 3.0928 0.0138 0.0138 0.0 0.037
136 1360 0.0040 0.0138 3.3396 1.5101 0.0108 3.1066 0.0138 0.0138 0.0 0.037
137 1370 0.0040 0.0138 3.3534 1.5209 0.0108 3.1203 0.0138 0.0138 0.0 0.037
138 1380 0.0040 0.0138 3.3672 1.5317 0.0108 3.1341 0.0138 0.0138 0.0 0.037
139 1390 0.0040 0.0138 3.3810 1.5425 0.0108 3.1479 0.0138 0.0138 0.0 0.037
140 1400 0.0040 0.0138 3.3948 1.5533 0.0108 3.1616 0.0138 0.0138 0.0 0.037
141 1410 0.0040 0.0138 3.4086 1.5642 0.0108 3.1754 0.0138 0.0138 0.0 0.037
142 1420 0.0040 0.0138 3.4224 1.5750 0.0109 3.1891 0.0138 0.0138 0.0 0.037
143 1430 0.0040 0.0138 3.4362 1.5859 0.0109 3.2029 0.0138 0.0138 0.0 0.037
144 1440 0.0040 0.0138 3.4500 1.5968 0.0109 3.2166 0.0138 0.0138 0.0 0.037
Total Volume of Runoff= 5126.614
cu. ft.
(Found by summing this column and
multiplying by 600. 600 is the
conversion required to convert
SUM(Q)in cfs to total volume
in cubic feet as follows:
V=SUM(Q)x dt
(cu.ft.)_(cu.ft/s)x(10 min.)x(60 s/min.)
STORMWATER CALCULATIC ATRIX-SANTA BARBARA HYDROGRAPGH HOD
Date: 37908.00 POND ROUTING
Given: Project= TEMPLETON PARKING LOT
Average Pond Length (ft}= 450.000
Average Pond Width (ft)= 1.000
Ori�ce 1 Diameter(ft)= 0.150
Orifice 2 Diameter(ft)= 0.500
Height to Orifice 2= 1.300
Orifice 2 Area 0.196 SF
Orifice 1 Area= 0.018 SF
Avg Pond Area= 450.000 SF
Column(3)=Col A:L'600=Incremental CFS into Pond
Column(4)=Starting Pond Depth=Previous Remaining Pond Depth=Col (11)
Column(5)_
Column(6)=2'g`Starting h
Column(7)=Square Root of 2gh
Column(8)= Incremental Vol out=Col(7)*0.60'Orifice Area'600
Column(9)=Delta Vol=Incremental Vol in- Incremental Vol out=Col(3)-Col(8)
Column(10)=Remaining Pond Vol=Previous Remaining Vol+Col (9)
Column(11)=Pond Depth at End of Interval =Col(J)/Pond Area
Column(12)=Pond CFS Discharge=Col(8)/600
(1) (2) (3) (4) (6) (7) (8) (6a) (9)
Time Time Increm. Starting Increm. Delta
Increm. Vol into Pond Vol 1 out Vol
Pond Depth Pond
min. cf ft. cf cf
1 10 0.00 0.000 0.000 0.000 0.000 -83.72 0.000 0.000 0.00
2 20 0.00 0.000 0.000 0.000 0.000 -83.72 0.000 0.000 0.00
3 30 0.00 0.000 0.000 0.000 0.000 -83.72 0.000 0.000 0.00
4 40 0.76 0.000 0.000 0.014 0.088 -83.72 0.000 0.000 0.67
5 50 2.73 0.001 0.096 0.310 1.970 -83.62 0.000 0.000 0.76
6 60 4.96 0.003 0.205 0.452 2.878 -83.52 0.000 0.000 2.09
7 70 6.83 0.008 0.503 0.709 4.513 -83.22 0.000 0.000 2.32
S 80 8.41 0.013 0.835 0.914 5.814 -82.88 0.000 0.000 2.60
9 90 9.75 0.019 1.207 1.098 6.988 -82.51 0.000 0.000 2.76
10 100 10.91 0.025 1.602 1.266 8.052 -82.12 0.000 0.000 2.85
11 110 13.52 0.031 2.011 1.418 9.021 -81.71 0.000 0.000 4.50
12 120 16.21 0.041 2.654 1.629 10.364 -81.07 0.000 0.000 5.84
13 130 17.35 0.054 3.490 1.868 11.885 -80.23 0.000 0.000 5.46
14 140 18.32 0.066 4.272 2.067 13.149 -79.45 0.000 0.000 5.17
15 150 19.16 0.078 5.012 2.239 14.243 -78.71 0.000 0.000 4.92
16 160 19.90 0.089 5.716 2.391 15.210 -78.00 0.000 0.000 4.68
17 170 22.65 0.099 6.387 2.527 16.078 -77.33 0.000 0.000 6.57
18 180 25.44 0.114 7.328 2.707 17.221 -76.39 0.000 0.000 822
19 190 26.13 0.132 8.503 2.916 18.551 -75.22 0.000 0.000 7.58
20 200 26.73 0.149 9.588 3.096 19.699 -74.13 0.000 0.000 7.03
21 210 27.26 0.165 10.594 3.255 20.707 -73.13 0.000 0.000 6.55
22 220 27.72 0.179 11.532 3.396 21.604 -72.19 0.000 0.000 6.12
23 230 30.51 0.193 12.408 3.522 22.409 -71.31 0.000 0.000 8.10
24 240 33.31 0.211 13.567 3.683 23.433 -70.15 0.000 0.000 9.88
25 250 33.74 0.233 14.981 3.871 24.623 -68.74 0.000 0.000 9.12
26 260 34.12 0.253 16.286 4.036 25.674 -67.43 0.000 0.000 8.45
27 270 34.46 0.272 17.495 4.183 26.610 -66.22 0.000 0.000 7.85
��) �2) �3) �4) �6) ��) ($) (9)
Time Time Increm. Starting Increm. Delta
Increm. Vol into Pond Vol out Vol
Pond Depth Pond
min. cf ft. cf cf
28 280 34.76 0.289 18.619 4.315 27.451 -65.10 0.000 0.000 7.31
29 290 38.06 0.305 19.665 4.435 28.212 -64.05 0.000 0.000 9.84
30 300 41.36 0.327 21.074 4.591 29.205 -62.65 0.000 0.000 12.16
31 310 41.65 0.354 22.814 4.776 30.386 -60.91 0.000 0.000 11.27
32 320 41.91 0.379 24.426 4.942 31.442 -59.29 0.000 0.000 10.47
33 330 42.14 0.403 25.925 5.092 32.392 -57.80 0.000 0.000 9.75
34 340 42.35 0.424 27.320 5.227 33.252 -56.40 0.000 D.000 9.10
35 350 45.92 0.444 28.622 5.350 34.035 -55.10 0.000 0.000 11.89
36 360 49.51 0.471 30.324 5.507 35.032 -53.40 0.000 0.000 14.47
37 370 49.71 0.503 32.395 5.692 36.209 -51.33 0.000 0.000 13.50
38 380 49.89 0.533 34.327 5.859 37.273 -49.39 0.000 0.000 12.62
39 390 50.05 0.561 36.132 6.011 38.240 -47.59 0.000 0.000 11.81
40 400 50.20 0.587 37.822 6.150 39.125 -45.90 0.000 0.000 11.07
41 410 60.69 0.612 39.407 6.277 39.936 -44.31 0.000 0.000 20.76
42 420 71.23 0.658 42.377 6.510 41.414 -41.34 0.000 0.000 29.81
43 430 71.44 0.724 46.644 6.830 43.449 -37.08 0.000 0.000 27.99
44 440 83.95 0.786 50.650 7.117 45.276 -33.07 0.000 0.000 38.67
45 450 96.50 0.872 56.184 7.496 47.685 -27.54 0.000 0.000 48.81
46 460 139.88 0.981 63.170 7.948 50.563 -20.55 0.000 0.000 89.32
47 470 237.63 1.179 75.953 8.715 55.443 -7.77 0.000 0.000 182.19
48 480 219.32 1.584 102.026 10.101 64.259 18.31 4.279 302.435 -147.37
49 490 122.16 1.257 80.935 8.996 57.233 -2.78 0.000 0.000 64.93
50 500 85.34 1.401 90227 9.499 60.429 6.51 2.551 180.310 -155.40
51 510 72.90 1.056 67.988 8.245 52.455 -15.73 0.000 0.000 20.44
52 520 72.94 1.101 70.913 8.421 53.572 -12.81 0.000 0.000 19.37
53 530 60.45 1.144 73.685 8.584 54.609 -10.03 0.000 0.000 5.84
54 540 47.95 1.157 74.522 8.633 54.918 -9.20 0.000 0.000 -6.97
55 550 47.97 1.142 73.524 8.575 54.550 -10.20 0.000 0.000 -6.58
56 560 47.98 1.127 72.582 8.520 54.199 -11.14 0.000 0.000 -6.22
57 570 48.00 1.113 71.692 8.467 53.866 -12.03 0.000 0.000 -5.87
58 580 48.01 1.100 70.853 8.417 53.549 -12.87 0.000 0.000 -5.54
59 590 48.03 1.088 70.060 8.370 53.249 -13.66 0.000 0.000 -5.22
60 600 48.04 1.076 69.312 8.325 52.964 -14.41 0.000 0.000 -4.93
61 610 48.05 1.065 68.608 8.283 52.694 -15.11 0.000 0.000 -4.64
62 620 48.06 1.055 67.943 8.243 52.438 -15.78 0.000 0.000 -4.37
63 630 48.08 1.045 67.317 8.205 52.196 -16.40 0.000 0.000 -4.12
64 640 48.09 1.036 66.727 8.169 51.967 -16.99 0.000 0.000 -3.88
65 650 43.72 1.028 66.172 8.135 51.750 -17.55 0.000 0.000 -8.03
66 660 39.36 1.010 65.023 8.064 51.299 -18.70 0.000 0.000 -11.94
67 670 39.37 0.983 63.315 7.957 50.621 -20.41 0.000 0.000 -11.25
68 680 39.37 0.958 61.704 7.855 49.973 -22.02 0.000 0.000 -10.60
69 690 39.38 0.935 60.187 7.758 49.355 -23.53 0.000 0.000 -9.98
70 700 39.38 0.912 58.759 7.665 48.766 -24.96 0.000 0.000 -9.38
71 710 39.39 0.892 57.417 7.577 48.205 -26.30 0.000 0.000 -8.81
72 720 39.40 0.872 56.155 7.494 47.673 -27.56 0.000 0.000 -8.28
73 730 39.40 0.854 54.971 7.414 47.167 -28.75 0.000 0.000 -7.77
74 740 39.41 0.836 53.860 7.339 46.688 -29.86 0.000 0.000 -7.28
75 750 39.41 0.820 52.818 7.268 46.234 -30.90 0.000 0.000 -6.82
76 760 39.42 0.805 51.841 7.200 45.805 -31.88 0.000 0.000 -6.39
77 770 35.32 0.791 50.927 7.136 45.400 -32.79 0.000 0.000 -10.08
78 780 31.21 0.768 49.484 7.035 44.752 -34.24 0.000 0.000 -13.54
79 790 31.22 0.738 47.547 6.895 43.867 -36.17 0.000 0.000 -12.65
80 800 31.22 0.710 45.736 6.763 43.024 -37.98 0.000 0.000 -11.80
81 810 31.22 0.684 44.047 6.637 42.221 -39.67 0.000 0.000 -11.00
��) �Z) �3) �4) �6) ��) (8) (9)
Time Time Increm. Starting Increm. Delta
Increm. Vol into Pond Vol out Vol
Pond Depth Pond
min. cf ft. cf cf
82 820 31.22 0.660 44.047 6.637 42.221 -41.25 0.000 0.000 -11.00
83 830 31.23 0.635 40.899 6.395 40.685 -42.82 0.000 0.000 -9.46
84 840 31.23 0.614 39.545 6.289 40.006 -44.17 0.000 0.000 -8.78
85 850 31.23 0.595 38.289 6.188 39.365 -45.43 0.000 0.000 -8.13
86 860 31.23 0.576 37.125 6.093 38.762 -46.59 0.000 0.000 -7.53
87 870 31.24 0.560 36.048 6.004 38.196 -47.67 0.000 0.000 -6.96
88 880 31.24 0.544 35.052 5.920 37.665 -48.67 0.000 0.000 -6.42
89 890 29.32 0.530 34.133 5.842 37.167 -49.59 0.000 0.000 -7.84
90 900 27.41 0.513 33.010 5.745 36.551 -50.71 0.000 0.000 -9.14
91 910 27.41 0.492 31.702 5.630 35.819 -52.02 0.000 0.000 -8.41
92 920 27.41 0.474 30.498 5.522 35.133 -53.22 0.000 0.000 -7.72
93 930 27.41 0.456 29.393 5.422 34.490 -54.33 0.000 0.000 -7.08
94 940 27.41 0.441 28.380 5.327 33.891 -55.34 0.000 0.000 -6.48
95 950 27.42 0.426 27.453 5.240 33.333 -5627 0.000 0.000 -5.92
96 960 27.42 0.413 26.606 5.158 32.815 -57.11 0.000 0.000 -5.40
97 970 27.42 0.401 25.834 5.083 32.335 -57.89 0.000 0.000 -4.92
98 980 27.42 0.390 25.130 5.013 31.891 -58.59 0.000 0.000 -4.47
99 990 27.42 0.380 24.490 4.949 31.483 -59.23 0.000 0.000 -4.06
100 1000 27.42 0.371 23.909 4.890 31.107 -59.81 0.000 0.000 -3.68
101 1010 24.68 0.363 23.382 4.835 30.762 -60.34 0.000 0.000 -6.08
102 1020 21.94 0.350 22.512 4.745 30.184 -61.21 0.000 0.000 -8.24
103 1030 21.94 0.331 21.332 4.619 29.383 -62.39 0.000 0.000 -7.44
104 1040 21.94 0.315 20.267 4.502 28.640 -63.45 0.000 0.000 -6.70
105 1050 21.94 0.300 19.309 4.394 27.955 -64.41 0.000 0.000 -6.01
106 1060 21.94 0.286 18.448 4.295 27.325 -65.27 0.000 0.000 -5.38
107 1070 21.95 0.275 17.678 4.205 26.748 -66.04 0.000 0.000 -4.80
108 1080 21.95 0.264 16.991 4.122 26.223 -66.73 0.000 0.000 -4.28
109 1090 21.95 0.254 16.379 4.047 25.746 -67.34 0.000 0.000 -3.80
110 1100 21.95 0.246 15.835 3.979 25.316 -67.88 0.000 0.000 -3.37
111 1110 21.95 0.238 15.353 3.918 24.927 -68.37 0.000 0.000 -2.98
112 1120 21.95 0.232 14.927 3.864 24.579 -68.79 0.000 0.000 -2.63
113 1130 21.95 0.226 14.551 3.815 24.267 -69.17 D.000 0.000 -2.32
114 1140 21.95 0.221 14219 3.771 23.989 -69.50 0.000 0.000 -2.04
115 1150 21.95 0.216 13.927 3.732 23.742 -69.79 0.000 0.000 -1.79
116 1160 21.95 0.212 13.671 3.697 23.522 -70.05 0.000 0.000 -1.57
117 1170 21.95 0.209 13.447 3.667 23.328 -70.27 0.000 0.000 -1.37
118 1180 21.95 0.206 13.250 3.640 23.157 -70.47 0.000 0.000 -�.20
119 1190 21.95 0.203 13.078 3.616 23.006 -70.64 0.000 0.000 -1.05
120 1200 21.96 0.201 12.927 3.595 22.873 -70.79 0.000 0.000 -0.92
121 1210 21.96 0.199 12.796 3.577 22.757 -70.92 0.000 0.000 -0.80
122 1220 21.96 0.197 12.681 3.561 22.655 -71.04 0.000 0.000 -0.70
123 1230 21.96 0.195 12.581 3.547 22.565 -71.14 0.000 0.000 -0.61
124 1240 21.96 0.194 12.494 3.535 22.487 -71.23 0.000 0.000 -0.53
125 1250 21.96 0.193 12.419 3.524 22.419 -71.30 0.000 0.000 -0.46
126 1260 21.96 0.192 12.353 3.515 22.359 -71.37 0.000 0.000 -0.40
127 1270 21.96 0.191 12.296 3.507 22.308 -71.42 0.000 0.000 -0.35
128 1280 21.96 0.190 12246 3.499 22.262 -71.47 0.000 0.000 -0.30
129 1290 21.96 0.189 12.203 3.493 22.223 -71.52 0.000 0.000 -0.26
130 1300 21.96 0.189 12.165 3.488 22.189 -71.55 0.000 0.000 -0.23
131 1310 21.96 0.188 12.133 3.483 22.159 -71.59 0.000 0.000 -0.20
132 1320 21.96 0.188 12.105 3.479 22.134 -71.62 0.000 0.000 -0.17
133 1330 21.96 0.188 12.080 3.476 22.111 -71.64 0.000 0.000 -0.15
134 1340 21.96 0.187 12.059 3.473 22.092 -71.66 0.000 0.000 -0.13
��) (z) (3) (4) �6) (�) �$) (9)
Time Time Increm. Starting Increm. Delta
Increm. Vol into Pond Vol out Vol
Pond Depth Pond
min. cf ft. cf cf
135 1350 21.97 0.187 12.041 3.470 22.075 -71.68 0.000 0.000 -0.11
136 1360 21.97 0.187 12.025 3.468 22.061 -71.69 0.000 0.000 -0.10
137 1370 21.97 0.187 12.012 3.466 22.049 -71.71 0.000 0.000 -0.08
138 1380 21.97 0.186 12.000 3.464 22.038 -71.72 0.000 0.000 -0.07
139 1390 21.97 0.186 11.990 3.463 22.028 -71.73 0.000 0.000 -0.06
140 1400 21.97 0.186 11.981 3.461 22.020 -71.74 0.000 0.000 -0.05
141 1410 21.97 0.186 11.974 3.460 22.014 -71.75 0.000 0.000 -0.04
142 1420 21.97 0.186 11.967 3.459 22.008 -71.75 0.000 0.000 -0.04
143 1430 21.97 0.186 11.962 3.459 22.003 -71.76 0.000 0.000 -0.03
144 1440 21.97 0.186 11.957 3.458 21.998 -71.76 0.000 0.000 -0.03
5126.61
���) ���) �12)
Remain Remain CFS
Total Pond Discharge
Vol Depth
in. ft
0.0 0.000 0.00
0.0 0.000 0.00
0.0 0.000 0.00
0.7 0.001 0.00
1.4 0.003 0.00
3.5 0.008 0.00
5.8 0.013 0.01
8.4 0.019 0.01
11.2 0.025 0.01
14.0 0.031 0.01
18.5 0.041 0.02
24.4 0.054 0.02
29.9 0.066 0.02
35.0 0.078 0.02
39.9 0.089 0.02
44.6 0.099 0.03
51.2 0.114 0.03
59.4 0.132 0.03
67.0 0.149 0.03
74.0 0.165 0.03
8Q.6 0.179 0.03
86.7 0.193 0.04
94.8 0.211 0.04
104.7 0.233 0.04
113.8 0.253 0.04
122.3 0.272 0.04
130.1 0.289 0.04
(10) (11) (12)
Remain Remain CFS
Total Pond Discharge
Vol Depth
in. ft
137.4 0.305 0.05
147.3 0.327 0.05
159.4 0.354 0.05
170.7 0.379 0.05
181.1 0.403 0.05
190.9 0.424 0.05
200.0 0.444 0.06
211.9 0.471 0.06
226.4 0.503 0.06
239.9 0.533 0.06
252.5 0.561 0.06
264.3 0.587 0.06
275.4 0.612 0.07
296.1 0.658 0.07
325.9 0.724 0.07
353.9 0.786 0.07
392.6 0.872 0.08
441.4 0.981 08
530. . � �7O 0.0
12.9 1.584 . 9
565.5 1 0.11
. 1.401 0.10
475.1 1.056 0.10
495.5 1.101 0.09
514.9 1.144 0.09
520.7 1.157 0.09
513.8 1.142 0.09
507.2 1.127 0.09
501.0 1.113 0.09
495.1 1.100 0.09
489.5 1.088 0.09
484.3 1.076 0.09
479.4 1.065 0.09
474.8 1.055 0.09
470.4 1.045 0.09
466.3 1.036 0.09
462.4 1.028 0.09
454.4 1.010 0.09
442.4 0.983 0.09
431.2 0.958 0.08
420.6 0.935 0.08
410.6 0.912 0.08
401.2 0.892 0.08
392.4 0.872 0.08
384.1 0.854 0.08
376.3 0.836 0.08
369.1 0.820 0.08
362.2 0.805 0.08
355.9 0.791 0.08
345.8 0.768 0.08
332.2 0.738 0.07
319.6 0.710 0.07
307.8 0.684 0.07
296.8 0.660 0.07
(10) (��) (12)
Remain Remain CFS
Total Pond Discharge
Vol Depth
in. ft
285.8 0.635 0.07
276.3 0.614 0.07
267.5 0.595 0.07
259.4 0.576 0.07
251.9 0.560 0.06
244.9 0.544 0.06
238.5 0.530 0.06
230.7 0.513 0.06
221.5 0.492 0.06
213.1 0.474 0.06
205.4 0.456 0.06
198.3 0.441 0.06
191.8 0.426 0.06
185.9 0.413 0.06
180.5 0.401 0.05
175.6 0.390 0.05
171.1 0.380 0.05
167.1 0.371 0.05
163.4 0.363 0.05
157.3 0.350 0.05
149.1 0.331 0.05
141.6 0.315 0.05
134.9 0.300 0.05
128.9 0.286 0.05
123.5 0.275 0.05
118.7 0.264 0.04
114.4 0.254 0.04
110.6 0.246 0.04
107.3 0.238 0.04
104.3 0.232 0.04
101.7 0.226 0.04
99.4 0.221 0.04
97.3 0.216 0.04
95.5 0.212 0.04
94.0 a.209 0.04
92.6 0.206 0.04
91.4 0.203 0.04
90.3 0.201 0.04
89.4 0.199 0.04
88.6 0.197 0.04
87.9 0.195 0.04
87.3 0.194 0.04
86.8 0.193 0.04
86.3 0.192 0.04
85.9 0.191 0.04
85.6 0.190 0.04
85.3 0.189 0.04
85.0 0.189 0.04
84.8 0.188 0.04
84.6 0.188 0.04
84.4 0.188 0.04
84.3 0.187 0.04
84.1 0.187 0.04
���) �1�) ��2)
Remain Remain CF5
Total Pond Discharge
Vol Depth
in. ft
84.0 0.187 0.04
83.9 0.187 0.04
83.9 0.186 0.04
83.8 0.186 0.04
83.7 0.186 0.04
83.7 0.186 0.04
83.6 0.186 0.04
83.6 0.186 0.04
83.6 0.186 0.04
83.5 0.186 0.04
STORMWATER CALCULATIC ►TRIX-SANTA BARBARA HYDRaGRAPGH HOD
Date: Oct-03
Given: Project= TEMPLETON-PARKING LOT
Area = 0.44 acres
Pt = 3.9 inches 25-Year/24 Hour Storm
dt = 10 min.
Tc = 10 min. (Pre-Developed Site Conditions)
PERVIOUS Parcel IMPERVIOUS Parcel
Area = 0.44 acres Area = 0 acres
CN = 82 CN = 98
S = 2.20 S = 0.20
0.2S = 0.44 0.2S = Q.04
Compute:Developed Conditions Runoff hydrograph
Column(3)=SCS Type IA Rainfall Distribution
Column (4)=Col. (3)x Pt= 10 year-24 Hour Hyetograph at this location.
Column(5)=Accumulated 5um of Col. (4)
Column(6)_[If P<=02S�=0; Note, use PERVIOUS Area"S"value.
[If P>0.2S]_(Col.(5)-0.2S)^2/(Col.(5)+0.8S); Using the PERVIOUS Area"S"value.
Column(7)=Col.(6)of Present Time Step-Col.(6)of Previous Time Step
Column (8}=Same method as for Col.(6), except use the IMPERVIOUS Area"S"value.
Column (9)=Col.(S)of the present time step-Col.(8)of the previous time step.
Column (10)_ ((PERVIOUS area/Total area)x Col.(7))+((IMPERVIOUS area/Total area)x Col.(9))
Column (11)_(60.5 x Col.(10)x Total Area)/ 10(dt= 10 minutes)
Routing Constant,w=dt/(2Tc+dt) = 0.3333
Column(12)=Col.(12)of Previous Time Step+(w x(Col.(11)of Previous Time Step
+Col.(11)of Present Time Step-(2 x Col.(12)of Previous Time Step)])
Pervious Area Impervious Area
��) �2) (3) (4) (5) (6) (�) �$) (9) �10) (��) (12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydra hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. %of Pt in. in. in. in. in. in. in. cfs cfs
1 10 0.0040 0.0156 0.0156 0.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
2 20 0.0040 0.0156 0.0312 0.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
3 30 0.0040 0.0156 0.0468 0.0000 0.0000 0.0002 0.0002 0.0000 0.0 0.000
I 4 40 0.0040 0.0156 0.0624 0.0000 0.0000 0.0021 0.0019 0.0000 0.0 0.000
5 50 0.0040 0.0156 0.0780 0.0000 0.0000 0.0057 0.0037 0.0000 0.0 0.000
6 60 0.0040 0.0156 0.0936 0.0000 0.0000 0.0108 0.0051 0.0000 0.0 0.000
7 70 0.0040 0.0156 0.1092 0.0000 0.0000 0.0172 0.0063 0.0000 0.0 0.000
8 80 0.0040 0.0156 0.1248 0.0000 0.0000 0.0245 0.0073 0.0000 0.0 0.000
9 90 0.0040 0.0156 0.1404 0.0000 0.0000 0.0327 0.0082 0.0000 0.0 0.000
10 100 0.0040 0.0156 0.1560 0.0000 0.0000 0.0416 0.0089 0.0000 0.0 0.000
11 110 0.0050 0.0195 0.1755 0.0000 0.0000 0.0535 0.0120 0.0000 0.0 0.000
12 120 0.0050 0.0195 0.1950 0.0000 0.0000 0.0664 0.0128 0.0000 0.0 0.000
13 130 0.0050 0.0195 0.2145 0.0000 O.OD00 0.0799 0.0135 0.0000 0.0 0.000
14 140 0.0050 0.0195 0.2340 0.0000 Q.0000 0.0939 0.0141 0.0000 0.0 0.000
15 150 0.0050 0.0195 0.2535 0.0000 0.0000 0.1085 0.0146 0.0000 0.0 0.000
' 16 160 U.0050 0.0195 0.2730 0.0000 0.0000 0.1236 0.0150 0.0000 0.0 0.000
17 170 0.0060 0.0234 0.2964 0.0000 0.0000 0.1421 0.0185 0.0000 0.0 0.000
18 180 0.0060 0.0234 0.3198 0.0000 0.0000 0.1611 0.0190 0.0000 0.0 0.000
19 190 0.0060 0.0234 0.3432 0.0000 0.0000 0.1805 0.0194 0.0000 0.0 0.000
20 200 0.0060 0.0234 0.3666 0.0000 0.0000 0.2003 0.0198 0.0000 0.0 0.000
21 210 0.0060 0.0234 0.3900 0.0000 0.0000 0.2204 0.0201 0.0000 0.0 0.000
22 220 0.0060 0.0234 0.4134 0.0000 0.0000 0.2407 0.0203 0.0000 0.0 0.000
23 230 0.0070 0.0273 0.4407 0.0000 0.0000 0.2646 0.0240 0.0000 0.0 0.000
24 240 0.0070 0.0273 0.4680 0.0004 0.0004 0.2891 0.0243 0.0004 0.0 0.000
25 250 0.0070 0.0273 0.4953 0.0014 0.0010 0.3136 0.0246 0.0010 0.0 0.001
26 260 0.0070 0.0273 0.5226 0.0031 0.0017 0.3384 0.0248 0.0017 0.0 0.003
27 270 0.0070 0.0273 0.5499 0.0053 0.0023 0.3634 0.0250 0.0023 0.0 0.004
Pervious Area Imperoious Area
�1) �2) �3) �4) �5) �6) ��) �8) �9) �10) ���) �12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydra hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
28 280 0.0070 0.0273 0.5772 0.0082 0.0029 0.3885 0.0251 0.0029 0.0 0.006
29 290 0.0082 0.0320 0.6092 0.0122 0.0041 0.4182 0.0297 0.0041 0.0 0.008
3D 300 0.0082 0.0320 0.6412 0.0170 0.0048 0.4480 0.0298 0.0048 0.0 0.011
31 310 0.0082 0.0320 0.6731 0.0226 0.0055 0.4780 0.0300 0.0055 0.0 0.013
32 320 0.0082 0.0320 0.7051 0.0288 0.0062 0.5082 0.0301 0.0062 0.0 0.015
33 330 0.0082 0.0320 0.7371 0.0356 0.0069 0.5385 0.0303 0.0069 0.0 0.016
34 340 0.0082 0.0320 0.7691 0.0431 0.0075 0.5689 0.0304 0.0075 0.0 0.018
35 350 0.0095 0.0371 0.8061 0.0526 0.0095 0.6042 0.0353 0.0095 0.0 0.021
36 360 0.0095 0.0371 0.8432 0.0628 0.0102 0.6397 0.0355 0.0102 0.0 0.025
37 370 0.0095 0.0371 0.8802 0.0738 0.0110 0.6752 0.0356 0.0110 0.0 0.027
38 380 0.0095 0.0371 0.9173 0.0856 0.0117 0.7109 0.0357 0.0117 0.0 0.029
39 390 0.0095 0.0371 0.9543 0.0980 0.0124 0.7467 0.0358 0.0124 0.0 0.031
40 400 0.0095 0.0371 0.9914 0.1110 0.0131 0.7826 0.0359 0.0131 0.0 0.033
41 410 0.0134 0.0523 1.0436 0.1306 0.0195 0.8333 0.0507 0.0195 0.1 0.040
42 420 0.0134 0.0523 1.0959 0.1513 0.0207 0.8841 0.0508 0.0207 0.1 0.049
43 430 0.0134 0.0523 1.1482 0.1732 0.0219 0.9350 0.0509 0.0219 0.1 0.054
44 440 0.0180 0.0702 1.2184 0.2042 0.0310 1.0036 0.0686 0.0310 0.1 0.065
45 450 0.0180 0.0702 1.2886 0.2370 0.0328 1.0723 0.0687 0.0328 0.1 0.078
46 460 0.0340 0.1326 1.4212 0.3036 0.0666 1.2025 0.1302 0.0666 0.2
47 470 0.0540 0.2106 1.6318 0.4199 0.1163 1.4101 0.2075 0.1163 0.3 0.200
4S 480 0.0270 0.1053 1.7371 0.4823 0.0624 1.5141 0.1040 0.0624 0.2 0.225 Q peak
49 490 0.0180 0.0702 1.8073 0.5254 0.0430 1.5835 0.0694 0.0430 0.1 0.169
50 500 0.0134 0.0523 1.8595 0.5581 0.0327 1.6352 0.0517 0.0327 0.1 .
51 510 0.0134 0.0523 1.9118 0.5914 0.0333 1.6870 0.0517 0.0333 0.1 0.100
52 520 0.0134 0.0523 1.9640 0.6252 0.0338 1.7387 0.0518 0.0338 0.1 0.093
53 530 0.0088 0.0343 1.9984 0.6476 0.0225 1.7727 0.0340 0.0225 0.1 0.081
54 540 0.0088 0.0343 2.0327 0.6703 Q.0227 1.8067 0.0340 0.0227 0.1 0.067
55 550 0.0088 0.0343 2.0670 0.6932 0.0229 1.8408 0.0340 0.0229 0.1 0.063
56 560 0.0088 0.0343 2.1013 0.7163 0.0231 1.8748 0.0340 0.0231 0.1 0.062
57 570 0.0088 0.0343 2.1356 0.7396 0.0233 1.9089 0.0340 0.0233 0.1 0.062
58 580 0.0088 0.0343 2.1700 0.7631 0.0235 1.9429 0.0341 0.0235 0.1 0.062
59 590 0.0088 0.0343 2.2043 0.7868 0.0237 1.9770 0.0341 0.0237 0.1 0.063
60 600 0.0088 0.0343 2.2386 0.8107 0.0239 2.0110 0.0341 0.0239 0.1 0.063
61 610 0.0088 0.0343 2,2729 0.8347 0.0240 2.0451 0.0341 0.0240 0.1 0.064
62 620 0.0088 0.0343 2.3072 0.8590 0.0242 2.0792 0.0341 0.0242 0.1 0.064
63 630 0.0088 0.0343 2.3416 0.8833 0.0244 2.1133 0.0341 0.0244 0.1 0.064
64 640 0.0088 0.0343 2.3759 0.9079 0.0246 2.1474 0.0341 0.0246 0.1 0.065
65 650 0.0072 0.0281 2.4040 0.9281 0.0202 2.1753 0.0279 O.D202 0.1 0.061
66 660 0.0072 0.0281 2.4320 0.9484 0.0203 2.2032 0.0279 0.0203 0.1 0.056
67 670 0.0072 0.0281 2.4601 0.9688 0.0204 2.2311 0.0279 0.0204 0.1 0.055
68 680 0.0072 0.0281 2.4882 0.9894 0.0205 2.2590 0.0279 0.0205 0.1 0.055
69 690 0.0072 0.0281 2.5163 1.0100 0.0206 2.2869 0.0279 0.0206 0.1 0.055
70 700 0.0072 0.0281 2.5444 1.0307 0.0207 2.3148 0.0279 0.0207 0.1 0.055
71 710 0.0072 0.0281 2.5724 1.0515 0.0208 2.3428 0.0279 0.0208 0.1 0.055
72 720 0.0072 0.0281 2.6005 1.0724 0.0209 2.3707 0.0279 0.0209 0.1 0.055
73 730 0.0072 0.0281 2.6286 1.0934 0.0210 2.3986 0.0279 0.0210 0.1 0.056
74 740 0.0072 0.0281 2.6567 1.1145 0.0211 2.4266 0.0279 0.0211 0.1 0.056
75 750 0.0072 0.0281 2.6848 1.1357 0.0212 2.4545 0.0279 0.0212 0.1 0.056
76 760 0.0072 0.0281 2.7128 1.1569 0.0213 2.4824 0.0279 0.0213 0.1 0.056
77 770 0.0057 0.0222 2.7351 1.1738 0.0169 2.5045 0.0221 0.0169 0.0 0.053
78 780 0.0057 0.0222 2.7573 1.1908 0.0169 2.5267 0.0221 0.0169 0.0 0.048
79 790 0.0057 0.0222 2.7795 1.2078 0.0170 2.5488 0.0221 0.0170 0.0 0.046
80 800 0.0057 0.0222 2.8018 1.2248 0.0170 2.5709 0.0221 0.0170 0.0 0.046
81 810 0.0057 0.0222 2.8240 1.2419 0.0171 2.5930 0.0221 0.0171 0.0 0.045
Pervious Area Impervious Area
��) �2) �3) �4) �5) �6) ��) �8) �9) ���) �11) �12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydro- hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
82 820 0.0057 �.0222 2.8462 1.2591 0.0171 2.6152 0.0221 0.0171 0.0 0.046
83 830 0.0057 0.0222 2.8685 1.2763 0.0172 2.6373 0.0221 0.0172 0.0 0.046
84 840 0.0057 0.0222 2.8907 1.2935 0.0172 2.6594 0.0221 0.0172 0.0 0.046
85 850 0.0057 0.0222 2.9129 1.3108 0.0173 2.6816 0.0221 0.0173 0.0 0.046
86 860 0.0057 0.0222 2.9351 1.3281 0.0173 2.7037 0.0221 0.0173 0.0 0.046
87 870 0.0057 0.0222 2.9574 1.3455 0.0174 2.7258 0.0221 0.0174 0.0 0.046
88 880 0.0057 0.0222 2.9796 1.3630 0.0174 2.748D 0.0221 0.0174 0.0 0.046
89 890 0.0050 0.0195 2.9991 1.3783 0.0153 2.7674 0.0194 0.0153 0.0 0.044
90 900 0.0050 0.0195 3.0186 1.3936 0.0154 2.7868 0.0194 0.0154 0.0 0.042
91 910 0.0050 0.0195 3.0381 1.4090 0.0154 2.8062 0.0194 0.0154 0.0 0.041
92 920 0.0050 0.0195 3.0576 1.4245 0.0154 2.8256 0.0194 0.0154 0.0 0.041
93 930 0.0050 0.0195 3.0771 1.4399 0.0155 2.8451 0.0194 0.0155 0.0 0.041
94 940 0.0050 0.0195 3.0966 1.4554 0.0155 2.8645 0.0194 0.0155 0.0 0.041
95 950 0.0050 0.0195 3.1161 1.4709 0.0155 2.8839 0.0194 0.0155 0.0 0.041
96 960 0.0050 0.0195 3.1356 1.4865 0.0156 2.9033 0.0194 0.0156 0.0 0.041
97 970 0.0050 0.0195 3.1551 1.5021 0.0156 2.9228 0.0194 0.0156 0.0 0.041
98 980 0.0050 0.0195 3.1746 1.5177 0.0156 2.9422 0.0194 0.0156 0.0 0.041
99 990 C.0050 0.0195 3.1941 1.5334 0.0157 2.9616 0.0194 0.0157 0.0 0.042
100 1000 0.0050 0.0195 32136 1.5490 0.0157 2.9810 0.0194 0.0157 0.0 0.042
101 1010 0.0040 0.0156 3.2292 1.5616 0.0126 2.9966 0.0155 0.0126 0.0 0.039
102 1020 0.0040 0.0156 3.2448 1.5742 0.0126 3.0121 0.0155 0.0126 0.0 0.035
103 1030 0.0040 0.0156 3.2604 1.5868 0.0126 3.0277 0.0155 0.0126 0.0 0.034
104 1040 0.0040 0.015fi 3.2760 1.5994 0.0126 3.0432 0.0155 0.0126 0.0 0.034
105 1050 0.0040 0.0156 3.2916 1.6121 0.0126 3.0588 0.0155 0.0126 0.0 0.034
106 1060 0.0040 0.0156 3.3072 1.6247 0.0127 3.0743 0.0155 0.0127 0.0 0.034
107 1070 0.0040 0.0156 3.3228 1.6374 0.0127 3.0898 0.0155 0.0127 0.0 0.034
108 1080 0.0040 0.0156 3.3384 1.6501 0.0127 3.1054 0.0155 0.0127 0.0 0.034
109 1090 0.0040 0.0156 3.3540 1.6628 0.0127 3.1209 0.0155 0.0127 0.0 0.034
110 1100 0.0040 0.0156 3.3696 1.6755 0.0127 3.1365 0.0155 0.0127 0.0 0.034
111 1110 0.0040 0.0156 3.3852 1.6883 0.0127 3.1520 0.0155 0.0127 0.0 0.034
112 1120 0.0040 0.0156 3.4008 1.7010 0.0128 3.1676 0.0155 0.0128 0.0 0.034
113 1130 0.0040 0.0156 3.4164 1.7138 0.0128 3.1831 0.0155 0.0128 0.0 0.034
114 1140 0.0040 0.0156 3.4320 1.7266 0.0128 3.1987 0.0155 0.0128 0.0 0.034
115 1150 0.0040 0.0156 3.4476 1.7394 0.0128 3.2142 0.0155 0.0128 0.0 0.034
116 1160 0.0040 0.0156 3.4632 1.7523 0.0128 3.2298 0.0156 0.0128 0.0 0.034
117 1170 0.0040 0.0156 3.4788 1.7651 0.0128 3.2453 0.0156 0.0128 0.0 0.034
118 1180 0.0040 0.0156 3.4944 1.7780 0.0129 3.2609 0.0156 0.0129 0.0 0.034
119 1190 0.0040 0.0156 3.5100 1.7909 0.0129 3.2764 0.0156 0.0129 Q.0 0.034
120 1200 0.0040 0.0156 3.5256 1.8038 0.0129 3.2920 0.0156 0.0129 0.0 0.034
121 1210 0.0040 0.0156 3.5412 1.8167 0.0129 3.3075 0.0156 0.0129 0.0 0.034
122 1220 0.0040 0.0156 3.5568 1.8296 0.0129 3.3231 0.0156 0.0129 0.0 0.034
123 1230 0.0040 0.0156 3.5724 1.8426 0.0129 3.3387 0.0156 0.0129 0.0 0.034
124 1240 0.0040 0.0156 3.5880 1.8555 0.0130 3.3542 0.0156 0.0130 0.0 0.034
125 1250 0.0040 0.0156 3.6036 1.8685 0.0130 3.3698 0.0156 0.0130 0.0 0.035
126 1260 0.0040 0.0156 3.6192 1.8815 0.0130 3.3853 0.0156 0.0130 0.0 0.035
127 1270 0.0040 0.0156 3.6348 1.8945 0.0130 3.4009 0.0156 0.0130 0.0 0.035
128 1280 0.0040 0.0156 3.6504 1.9075 0.0130 3.4164 0.0156 0.0130 0.0 0.035
129 1290 0.0040 0.0156 3.6660 1.9205 0.0130 3.4320 0.0156 0.0130 0.0 0.035
130 1300 0.0040 0.0156 3.6816 1.9336 0.0131 3.4475 0.0156 0.0131 0.0 0.035
131 1310 0.0040 0.0156 3.6972 1.9467 0.0131 3.4631 0.0156 0.0131 0.0 0.035
132 1320 0.0040 0.0156 3.7128 1.9597 0.0131 3.4786 0.0156 0.0131 0.0 0.035
133 1330 0.0040 0.0156 3.7284 1.9728 0.0131 3.4942 0.0156 0.0131 0.0 0.035
134 1340 0.0040 0.0156 3.7440 1.9859 0.0131 3.5098 0.0156 0.0131 0.0 0.035
Pervious Area Impervious Area
��) t2) �3) �4) �5) �6) ��) �8) �9) ���) ���) �12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydro- hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
135 1350 0.0040 0.0156 3.7596 1.9991 0.0131 3.5253 0.0156 0.0131 0.0 0.035
136 1360 0.0040 0.0156 3.7752 2.0122 0.0131 3.5409 0.0156 0.0131 0.0 0.035
137 1370 0.0040 0.0156 3.7908 2.0253 0.0132 3.5564 0.0156 0.0132 0.0 0.035
138 1380 0.0040 0.0156 3.8064 2.0385 0.0132 3.5720 0.0156 0.0132 0.0 0.035
139 1390 0.0040 0.0156 3.8220 2.0517 0.0132 3.5876 0.0156 0.0132 0.0 0.035
140 1400 0.0040 0.0156 3.8376 2.0649 0.0132 3.6031 0.0156 0.0132 0.0 0.035
141 1410 0.0040 0.0156 3.8532 2.0781 0.0132 3.6187 0.0156 0.0132 0.0 0.035
142 1420 0.0040 0.0156 3.8688 2.0913 0.0132 3.6342 0.0156 0.0132 0.0 0.035
143 1430 0.0040 0.0156 3.8844 2.1045 0.0132 3.6498 0.0156 0.0132 0.0 0.035
144 1440 0.0040 0.0156 3.9000 2.1178 0.0132 3.6654 0.0156 0.0132 0.0 0.035
Total Volume of Runoff= 3361.371
cu.ft.
(Found by summing this column and
multiplying by 600. 600 is the
conversion required to convert
SUM(Q)in cfs to total volume
in cubic feet as follows:
V=SUM(Q)x dt
(cu.ft.)_(cu.ff/s)x(10 min.)x(60 s/min.)
STORMWATER CALCULATIO, .TRIX-SANTA BARBARA HYDROGRAPGH iOD
Date: Oct-03
Given: Project= TEMPLETON-PARKING LOT
Area = 0.44 acres
Pt = 3.9 inches 25-Year/24 Hour Storm
dt = 10 min.
Tc = 5 min. (Post-Developed Site Conditions)
PERVIOUS Parcel IMPERVIOUS Parcel
Area = 0 acres Area = 0.44 acres
CN = 80 CN = 98
S = 2.50 S = 0.20
0.2S = 0.50 0.2S = 0.04
Compute:Developed Conditions Runoff hydrograph
Column(3)=SCS Type IA Rainfall Distribution
Column(4)=Col. (3)x Pt= 10 year-24 Hour Hyetograph at this location.
Column(5)=Accumulated Sum of Col. (4)
Column(6)_ [If P<=0.2S] =0; Note, use PERVIOUS Area"S"value.
[If P >02SJ=(Col.(5)-0.2S)^2/(Col.(5)+0.8S); Using the PERVIOUS Area"S"value.
Column(7)=Col.(6)of Present Time Step- Col.(6)of Previous Time Step
Column{8)=Same method as for Cof.(6), except use the IMPERVIOUS Area"S"value.
Column(9)=Col.(8)of the present time step-Col.(8)of the previous time step.
Column(10)_((PERVIOUS area/Total area)x Col.(7))+((IMPERVIOUS area/Total area)x Col.(9))
Column(11)_(60.5 x Col.(10)x Total Area)/10(dt= 10 minutes)
Routing Constant,w=dt/(2Tc+dt) = 0.5000
Column(12)=Col.(12)of Previous Time Step+(w x[Col.(11)of Previous Time Step
+Col.(11)of Present Time Step-(2 x Col.(12)of Previous Time Step)])
Pervious Area Impervious Area
(�) (2) (3) (4) �5) (6) ��1 ($) (9) (10) {11) (12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydro- hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. %of Pt in. in. in. in. in. in. in. cfs cfs
1 10 0.0040 0.0156 0.0156 0.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
2 20 0.0040 0.0156 0.0312 0.0000 0.0000 0.0000 0.0000 0.0000 0.0 0.000
3 30 0.0040 0.0156 0.0468 0.0000 0.0000 0.0002 0.0002 0.0002 0.0 0.000
4 40 0.0040 0.0156 0.0624 0.0000 0.0000 0.0021 0.0019 0.0019 0.0 0.003
5 50 0.0040 0.0156 0.0780 0.0000 0.0000 0.0057 0.0037 0.0037 0.0 0.007
6 60 0.0040 0.0156 0.0936 0.0000 0.0000 0.0108 0.0051 0.0051 0.0 0.012
7 70 0.0040 0.0156 0.1092 0.0000 0.0000 0.0172 0.0063 0.0063 0.0 0.015
8 80 0.0040 0.0156 0.1248 0.0000 0.0000 0.0245 0.0073 0.0073 0.0 0.018
9 90 0.0040 0.0156 0.1404 0.0000 0.0000 0.0327 0.0082 0.0082 0.0 0.021
10 100 0.0040 0.0156 0.1560 0.0000 0.0000 0.0416 0.0089 0.0089 0.0 0.023
11 110 0.0050 0.0195 0.1755 0.0000 0.0000 0.0535 0.0120 0.0120 0.0 0.028
12 120 0.0050 0.0195 0.1950 0.0000 0.0000 0.0664 0.0128 0.0128 0.0 0.033
13 130 0.0050 0.0195 0.2145 0.0000 0.0000 0.0799 0.0135 0.0135 0.0 0.035
14 140 0.0050 0.0195 0.2340 0.0000 0.0000 0.0939 0.0141 0.0141 0.0 0.037
15 150 0.0050 0.0195 0.2535 0.0000 0.0000 0.1085 0.0146 0.0146 0.0 0.038
16 160 0.0050 0.0195 0.2730 0.0000 0.0000 0.1236 0.0150 0.0150 0.0 0.039
17 170 0.0060 0.0234 0.2964 0.0000 0.0000 0.1421 0.0185 0.0185 0.0 0.045
18 180 0.0060 0.0234 0.3198 0.0000 0.0000 0.1611 0.0190 0.0190 0.1 0.050
19 190 0.0060 0.0234 0.3432 0.0000 0.0000 0.1805 0.0194 0.0194 0.1 0.051
20 200 0.0060 0.0234 0.3666 0.0000 0.0000 0.2003 0.0198 0.0198 0.1 0.052
21 210 0.0060 0.0234 0.3900 0.0000 0.0000 0.2204 0.0201 0.0201 0.1 0.053
22 220 0.0060 0.0234 0.4134 0.0000 0.0000 0.2407 0.0203 0.0203 0.1 0.054
23 230 0.0070 0.0273 0.4407 0.0000 0.0000 0.2648 0.0240 0.0240 0.1 0.059
24 240 0.0070 0.0273 0.4680 0.0000 0.0000 0.2891 0.0243 0.0243 0.1 0.064
25 250 0.0070 0.0273 0.4953 0.0000 0.0000 0.3136 0.0246 0.0246 0.1 0.065
26 260 0.0070 0.0273 0.5226 0.0002 0.0002 0.3384 0.0248 0.0248 0.1 0.066
27 270 0.0070 0.0273 0.5499 0.0010 0,0008 0.3634 0.0250 0.0250 0.1 0.066
Pervious Area Impervious Area
(�) (2) (3) (4) (5) �6) (�) (8) (9) (��) (>>) (�Z)
Time Time Rainfali Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydro- hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
28 280 0.0070 0.0273 0.5772 0.0023 0.0013 0.3885 0.0251 0.0251 0.1 0.067
29 290 0.0082 0.0320 0.6092 0.0046 0.0023 0.4182 0.0297 0.0297 0.1 0.073
30 300 0.0082 0.0320 0.6412 0.0075 0.0030 0.4480 0.0298 0.0298 0.1 0.079
31 310 0.0082 0.0320 0.6731 0.0112 0.0037 0.4780 0.0300 0.0300 0.1 0.080
32 320 0.0082 0.0320 0.7051 0.0156 0.0043 0.5082 0.0301 0.0301 0.1 0.080
33 330 0.0082 0.0320 0.7371 0.0205 0.0050 0.5385 0.0303 0.0303 0.1 0.080
34 340 0.0�82 0.0320 0.7691 0.0261 0.0056 0.5689 0.0304 0.0304 0.1 0.081
35 350 0.0095 0.0371 0.8061 0.0334 0.0072 0.6042 0.0353 0.0353 0.1 0.087
36 360 0.0095 0.0371 0.8432 0.0414 0.0080 0.6397 0.0355 0.0355 0.1 0.094
37 370 0.0095 0.0371 0.8802 0.0502 0.0088 0.6752 0.0356 0.0356 0.1 0.095
38 380 0.0095 0.0371 0.9173 0.0597 0.0095 0.7109 0.0357 0.0357 0.1 0.095
39 390 0.0095 0.0371 0.9543 0.0699 0.0102 0.7467 0.0358 0.0358 0.1 0.095
40 400 0.0095 0.0371 0.9914 0.0807 0.0108 0.7826 0.0359 0.0359 0.1 0.095
41 410 0.0134 0.0523 1.0436 0.0971 0.0164 0.8333 0.0507 0.0507 0.1 0.115
42 420 0.0134 0.0523 1.0959 0.1147 0.0176 0.8841 0.0508 0.0508 0.1 0.135
43 430 0.0134 0.0523 1.1482 0.1334 0.0187 0.9350 0.0509 0.0509 0.1 0.135
44 440 0.0180 0.0702 1.2184 0.1603 0.0269 1.0036 0.0686 0.0686 0.2 0.159
45 450 0.0180 0.0702 1.2886 0.1891 0.0287 1.0723 0.0687 0.0687 0.2 0.183
46 460 0.0340 0.1326 1.4212 0.2480 0.0589 1.2025 0.1302 0.1302 0.3 0.265
47 470 0.0540 0.2106 1.6318 0.3527 0.1047 1.4101 0.2075 0.2075 0.6 0.449
48 480 0.0270 0.1053 1.7371 0.4095 0.0568 1.5141 0.1040 0.1040 0.3 0.415 Q peak
49 490 0.0180 0.0702 1.8073 0.4489 0.0394 1.5835 0.0694 0.0694 0.2 0.231
50 500 0.0134 0.0523 1.8595 0.4789 0.0300 1.6352 0.0517 0.0517 0.1 0.161
51 510 0.0134 0.0523 1.9118 0.5095 0.0306 1.6870 0.0517 0.0517 0.1 0.138
52 520 0.0134 0.0523 1.9040 0.5407 0.0312 1.7387 0.0518 0.0518 0.1 0.138
53 530 0.0088 0.0343 1.9984 0.5615 0.0208 1.7727 0.0340 0.0340 0.1 0.114
54 540 0.0088 0.0343 2.0327 0.5825 0.0210 1.8067 0.0340 0.0340 0.1 0.091
55 550 0.0088 D.0343 2.0670 0.6038 0.0212 1.8408 0.0340 0.0340 0.1 0.091
56 560 0.0088 0.0343 2.1013 0.6252 0.0215 1.8748 0.0340 0.0340 0.1 0.091
57 570 0.0088 0.0343 2.1356 0.6469 0.0217 1.9089 0.0340 0.0340 0.1 0.091
58 580 0.0088 0.0343 2.1700 0.6688 0.0219 1.9429 0.0341 0.0341 0.1 0.091
59 590 0.0088 0.0343 2.2043 0.6909 0.0221 1.9770 0.0341 0.0341 0.1 0.091
60 600 0.0088 0.0343 2.2386 0.7131 0.0223 2.0110 0.0341 0.0341 0.1 0.091
61 610 0.0088 0.0343 2.2729 0.7356 0.0225 2.0451 0.0341 0.0341 0.1 0.091
62 620 0.0088 0.0343 2.3072 0.7583 0.0227 2.0792 0.0341 0.0341 0.1 0.091
63 630 0.0088 0.0343 2.3416 0.7811 0.0228 2.1133 0.0341 0.0341 0.1 0.091
64 640 0.0088 0.0343 2.3759 0.8042 0.0230 2.1474 0.0341 0.0341 0.1 0.091
65 650 0.0072 0.0281 2.4040 0.8231 0.0190 2.1753 0.0279 0.0279 0.1 0.083
66 6fi0 0.0072 0.0281 2.4320 0.8422 0.0191 2.2032 0.0279 0.0279 0.1 0.074
67 670 0.0072 0.0251 2.4601 0.8614 0.0192 2.2311 0.0279 0.0279 0.1 0.074
68 680 0.0072 0.0281 2.4882 0.8807 0.0193 2.2590 0.0279 0.0279 0.1 0.074
69 690 0.0072 0.0281 2.5163 0.9002 0.0194 2.2869 0.0279 0.0279 0.1 0.074
70 700 0.0072 0.0281 2.5444 0.9197 0.0195 2.3148 0.0279 0.0279 0.1 0.074
71 710 0.0072 0.0281 2.5724 0.9393 0.0196 2.3428 0.0279 0.0279 0.1 0.074
72 720 0.0072 0.0281 2.6005 0.9591 0.0197 2.3707 0.0279 0.0279 0.1 0.074
73 730 0.0072 0.0281 2.6286 0.9789 0.0198 2.3986 0.0279 0.0279 0.1 0.074
74 740 0.0072 0.0281 2.6567 0.9988 0.0199 2.4266 0.0279 0.0279 0.1 0.074
75 750 0.0072 0.0281 2.6848 1.0189 0.0200 2.4545 0.0279 0.0279 0.1 0.074
76 760 0.0072 0.0281 2.7128 1.0390 0.0201 2.4824 0.0279 0.0279 0.1 0.074
77 770 0.0057 0.0222 2.7351 1.0550 0.0160 2.5045 0.0221 0.0221 0.1 0.067
78 780 Q.0057 0.0222 2.7573 1.0711 0.0161 2.5267 0.0221 0.0221 0.1 0.059
79 790 0.0057 0.0222 2.7795 1.0872 0.0161 2.5488 0.0221 0.0221 0.1 0.059
80 800 0.0057 0.0222 2.8018 1.1034 0.0162 2.5709 0.0221 0.0221 0.1 0.059
81 810 0.0057 0.0222 2.8240 1.1196 0.0162 2.5930 0.0221 0.0221 0.1 0.059
Pervious Area Impervious Area
��) �2) (3) (4) (5) �6) (�) �8) �9) �10) (>>) �12)
Time Time Rainfali Incre- Accumu- Accumu- Incre- Accumu- Incre- Total instant design
Increment distri- mental lated lated mental lated mental Runoff hydro- hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
82 820 0.0057 0.0222 2.8462 1.1359 0.0163 2.6152 0.0221 0.0221 0.1 0.059
83 830 0.0057 0.0222 2.8685 1.1522 0.0163 2.6373 0.0221 0.0221 0.1 0.059
84 840 0.0057 0.0222 2.8907 1.1686 0.0164 2.6594 0.0221 0.0221 0.1 0.059
85 850 0.0057 0.0222 2.9129 1.1851 0.0164 2.6816 0.0221 0.0221 0.1 0.059
86 S60 0.0057 0.0222 2.9351 1.2016 0.0165 2.7037 0.0221 0.0221 0.1 0.059
87 870 0.0057 0.0222 2.9574 1.2181 0.0166 2.7258 0.0221 0.0221 0.1 0.059
88 880 0.0057 0.0222 2.9796 1.2347 0.0166 2.7480 0.0221 0.0221 0.1 0.059
89 890 0.0050 0.0195 2.9991 1.2493 0.0146 2.7674 0.0194 0.0194 0.1 0.055
90 900 0.0050 0.0195 3.0186 1.2640 0.0146 2.7868 0.0194 0.0194 0.1 0.052
91 910 0.0050 0.0195 3.0381 12786 0.0147 2.8062 0.0194 0.0194 0.1 0.052
92 920 0.0050 0.0195 3.0576 1.2934 0.0147 2.8256 0.0194 0.0194 0.1 0.052
93 930 0.0050 0.0195 3.0771 1.3081 0.0148 2.8451 0.0194 0.0194 0.1 0.052
94 940 0.0050 0.0195 3.0966 1.3229 0.0148 2.8645 0.0194 0.0194 0.1 0.052
95 950 0.0050 0.0195 3.1161 1.3377 0.0148 2.8839 0.0194 0.0194 0.1 0.052
96 960 0.0050 0.0195 3.1356 1.3526 0.0149 2.9033 0.0194 0.0194 0.1 0.052
97 970 0.0050 0.0195 3.1551 1.3675 0.0149 2.9228 0.0194 0.0194 0.1 0.052
98 980 0.0050 0.0195 3.1746 1.3824 0.0149 2.9422 0.0194 0.0194 0.1 0.052
99 990 0.0050 0.0195 3.1941 1.3974 0.0150 2.9616 0.0194 0.0194 0.1 0.052
100 1000 0.0050 0.0195 3.2136 1.4124 0.0150 2.9810 0.0194 0.0194 0.1 0.052
101 1010 0.0040 0.0156 3.2292 1.4244 0.0120 2.9966 0.0155 0.0155 0.0 0.047
102 1020 0.0040 0.0156 3.2448 1.4365 0.0120 3.0121 0.0155 0.0155 0.0 0.041
103 1030 0.0040 0.0156 3.2604 1.4485 0.0121 3.0277 0.0155 0.0155 0.0 0.041
104 1040 0.0040 0.0156 3.2760 1.4606 0.0121 3.0432 0.0155 0.0155 0.0 0.041
105 1050 0.0040 0.0156 3.2916 1.4727 0.0121 3.0588 0.0155 0.0155 0.0 0.041
106 1060 0.0040 0.0156 3.3072 1.4848 0.0121 3.0743 0.0155 0.0155 0.0 0.041
107 1070 0.0040 0.0156 3.3228 1.4970 0.0121 3.0898 0.0155 0.0155 0.0 0.041
108 1080 0.0040 0.0156 3.3384 1.5092 0.0122 3.1054 0.0155 0.0155 0.0 0.041
109 1090 0.0040 0.0156 3.3540 1.5214 0.0122 3.1209 0.0155 0.0155 0.0 0.041
110 1100 0.0040 0.0156 3.3696 1.5336 0.0122 3.1365 0.0155 0.0155 0.0 0.041
111 1110 0.0040 0.0156 3.3852 1.5458 0.0122 3.1520 0.0155 0.0155 0.0 0.041
112 1120 0.0040 0.0156 3.4008 1.5580 0.0122 3.1676 0.0155 0.0155 0.0 0.041
113 1130 0.0040 0.0156 3.4164 1.5703 0.0123 3.1831 0.0155 0.0155 0.0 0.041
114 1140 0.0040 0.0156 3.4320 1.5826 0.0123 3.1987 0.0155 0.0155 0.0 0.041
115 1150 0.0040 0.0156 3.4476 1.5949 0.0123 3.2142 0.0155 0.0155 0.0 0.041
116 1160 0.0040 0.0156 3.4632 1.6072 0.0123 3.2298 0.0156 0.0156 0.0 0.041
117 1170 0.0040 0.0156 3.4788 1.6196 0.0123 3.2453 0.0156 0.0156 0.0 0.041
118 1180 0.0040 0.0156 3.4944 1.6319 0.0124 3.2609 0.0156 0.0156 0.0 0.041
119 1190 0.0040 0.0156 3.5100 1.6443 0.0124 3.2764 0.0156 0.0156 0.0 0.041
120 1200 0.0040 0.0156 3.5256 1.6567 0.0124 3.2920 0.0156 0.0156 0.0 0.041
121 1210 0.0040 0.0156 3.5412 1.6691 0.0124 3.3075 0.0156 0.0156 0.0 0.041
122 1220 0.0040 0.0156 3.5568 1.6815 0.0124 3.3231 0.0156 0.0156 0.0 0.041
123 1230 0.0040 0.0156 3.5724 1.6940 0.0125 3.3387 0.0156 0.0156 0.0 0.041
124 1240 0.0040 0.0156 3.5880 1.7065 0.0125 3.3542 0.0156 0.0156 0.0 0.041
125 1250 0.0040 0.0156 3.6036 1.7190 0.0125 3.3698 0.0156 0.0156 0.0 0.041
126 1260 0.0040 0.0156 3.6192 1.7315 0.0125 3.3853 0.0156 0.0156 0.0 0.041
127 1270 0.0040 0.0156 3.6348 1.7440 0.0125 3.4009 0.0156 0.0156 0.0 0.041
128 1280 0.0040 0.0156 3.6504 1.7565 0.0125 3.4164 0.0156 0.0156 0.0 0.041
129 1290 0.0040 0.0156 3.6660 1.7691 0.0126 3.4320 0.0156 0.0156 0.0 0.041
130 1300 0.0040 0.0156 3.6816 1.7816 0.0126 3.4475 0.0156 0.0156 0.0 0.041
131 1310 0.0040 0.0156 3.6972 1.7942 0.0126 3.4631 0.0156 0.0156 0.0 0.041
132 1320 0.0040 0.0156 3.7128 1.8068 0.0126 3.4786 0.0156 0.0156 0.0 0.041
133 1330 0.0040 0.0156 3.7284 1.8195 0.0126 3.4942 0.0156 0.0156 0.0 0.041
134 1340 0.0040 0.0156 3.7440 1.8321 0.0126 3.5098 0.0156 0.0156 0.0 0.041
Pervious Area Impervious Area
(�) (2) (3) (4) (5) (6) (7) (8) (9) (��) (11) (12)
Time Time Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Total Instant design
Increment distri- mental lated lated mental lated mental Runoff hydro- hydro-
bution Rainfall Rainfall Runoff Runoff Runoff Runoff graph graph
min. in. in. in. in. in. in. in. cfs cfs
135 1350 0.0040 0.0156 3.7596 1.8447 0.0127 3.5253 0.0156 0.0156 0.0 0.041
136 1360 0.0040 0.0156 3.7752 1.8574 0.0127 3.5409 0.0156 0.0156 0.0 0.041
137 1370 0.0040 0.0156 3.7908 1.8701 0.0127 3.5564 0.0156 0.0156 0.0 0.041
138 1380 0.0040 0.0156 3.8064 1.8828 0.0127 3.5720 0.0156 0.0156 0.0 0.041
139 1390 0.0040 0.0156 3.8220 1.8955 0.0127 3.5876 0.0156 0.0156 0.0 0.041
140 1400 0.0040 0.0156 3.8376 1.9082 0.0127 3.6031 0.0156 0.0156 0.0 0.041
141 1410 0.0040 0.0156 3.8532 1.9210 0.0127 3.6187 0.0156 0.0156 0.0 0.041
142 1420 0.0040 0.0156 3.8688 1.9338 0.0128 3.6342 0.0156 0.0156 0.0 0.041
143 1430 0.0040 0.0156 3.8844 1.9465 0.0128 3.6498 0.0156 0.0156 0.0 0.041
144 1440 0.0040 0.0156 3.9000 1.9593 0.0128 3.6654 O.D156 0.0156 0.0 0.041
Total Volume of Runoff= 5841.874
cu.ft.
(Found by summing this column and
muitiplying by 600. 600 is the
conversion required to convert
SUM(Q)in cfs to total volume
in cubic feet as foliows:
V=SUM(Q)x dt
(cu.ft.)_(cu.ft/s)x(10 min.)x(60 s/min.)
DATA BLOCK
ONE -CARTRIDGE STEEL
CATCH BASIN STORMFILTER
STRUCTURE CALLOUT ID
WATER QUALITY FLOW (CFS)
CONVEYANCE FLOW (CFS)
RETURN PERIOD OF PEAK FLOW
MEDIA TYPE
RIM ELEVATION
(CHECK: RIN — IE—OUT = 2.3') I.E. DIAMETER
INLET STUB
OUTLET STUB
CIRCLE CONFIGURATION:
OUTLET OUTLET
0 0
INLET INLET
OPTIONS (AVAILABLE AT EXTRA COS�:
� OUTLET STUB - OTHER THAN 8" DIAMETER
� INLET STUB
❑ OTHER:
ST�RMWi4TER x
MANAGEMENT IIYC.
12021-8 N.E. A/RPORT WAY• PORTLAND. OR 97220
(503) 240-3393 � FAX: (503) 240-9553
9+�r "' °M' -�O'"— °mf0"` CATCH BASIN 570RNFJLTER �
�` ���~— �� ONE-CARTRIDGE STEEI UNIT .
:n ..r .o,...
Z DATA BLOCK �w
� r�acer Na. aurNC FtE rwic: r A�A���r�r �11 0.
xrs s000 —�—s�
0
RONFORCINC BMtS NiM GENERAL NOTES: =
MININUM 6� OVERLAP RADVL fIOW 9' 011RfT ~
FOR PERLIEfFR SLAB CAR'TRpCE PPE SN8(SiD) 1•) SiORMFlLTEft BY SfORA1WAlER MANACEMfHT INC., PORTLANO, OREGON (B40/548-4687). K `
(BY OOMRACiOR) 0 2J CATCH BASIN MUST BE SET LEVEL �
� 3•) EKfER1UL HPING AND COUPLINCS TD Bf PRQVIDm 9Y OMERS. r
4.) FLD(IBLE COUPLINC 10 BE USED AT INLEi �c OUILET. FERN00 OR ETlCINEER MPftOVm. �
. o �
5.) PEPoMEffR SLAB i0 BE PROVIOEO BY CANfifAC70R �i
• d • a ' •� B.) SiORMFlLTER REOUIRES PECUUR ANIHfENANCE RffER TO OPfRAT10N AND AWNiENANCE �
�P A MANVAL FOR OETNLS. �
A . 7.) G1TCH &1SIN SiORMFILTER 5THUCfURAI SPECIFICAIIONS:
4 • 10�D RATIN� �0.000 �8.
CONSTRUCTION: 1/1"STEEl PUIE
COATING: CORROSICN RESISTAHf, �LL SURFACES
a uNrt we�cMr: eso �e.
u��er cnnie DUCTLE IRON
PER14EiER SU1� REOVIRED
. a
. a , .
ucnra� �rw� . .d ..�
INIET RPE � I
so�o uo iH�r cw�� B SNB (OP1qNAL) t q
�� o�
��,
CAiCM BASIN SiOR1AFILiER - PLAN VIEW � a Ww�
� � � "+C
N p
2 �Q
��°x
o�
a
vuH
i
3.000 PSM CONCREff �� u Z i
(BY COHIRACTOR} NBDE �M Nt�E NY 70 N90C OF�N-+ 4 �S I
I— Y-P —I— 7'-�• I . � r-s• I 1-/4 fifrf'ORGNG BNtS
— � (B1'CodiRAC10t� �R
�
� r • �
� � �
�,• ar�wnm
IMIFf 2'-]7 P
N
I (7.]
� �+2
� � SP1N
Y-Y� � BIi�IE
a —�
8'OUiIET PPf
SfUB (SiD) VAPoCS O��EftfLOW
MF.IR Wl111 nrw 2�
FiftA CwwBE7l NIEI/WIlf7 Rw��m CLEAHOIt� �yy�p+ �'0• S
ac�wour oaouNC arn� ��
�r-�• �—a�-: i/r—� IN OVEAFLDW WOR
II
t
CAiCM BASIN Si�R1AFILTCR - SECTION VIEW A-A CATCM BASIN STORMfILTER - SECiION VIEW - �� �
1 ' �I�
rs. eeosYr����aen� E E
ea'`
v.s.s.reen ho. aae,csn. a
!(o. 6,?04,6i7, Na �,ORfA6i,
ero. e,w�.sa�, ae�n�ua.
.�m soasmx r.rn.n rettonw � $ �
STEEL CATCH BASIN STORMFILTER
SPECIFICATIONS
PAR7 1 OENEA4L 22 S�FEL GTpa B�ISIN CqAPDNENTS
1.1 SECIICN N0.VDE3 �. sLei Cote� 6a�r�: Cotcn ea�t� �na� w on vrme ■ur mnwzcvon,
loCrieCUtl irarn 1/4-'nclf�tMt coot�0 irri0� arW oYt w�V� eq1101Ge ooinL
Catch Bdn S1ormFllbr Ond /04E iM 2D,D00 10 1o00inp.
1,2 RElATFD SECTIDNS 9. Catdi Bo�fn Grots G�ot�nq d�oll ba duotlle fron oon�troolfon o�d rd�d
Ior Q0.000 Ib Imding.
S�Ction [ �% C. COICh Ba�in Sditl lid: SeliO IiE Mall W tli0rnontl-plaU COnWUCtion
1> SU9.IR7ALS vdh 2-indi onpl� ��port, oll �idae cooled wdh owholtic ooi�l, ond rol�d
lor 20,D00 Ib loodfrp.
l� Stcmm+oler Marogemrnt tn w6rnl! shop do•Irg b eonlroetor 1or
oDirowl. 23 00111R�Ci0R-PRphDED OOMPONENI5
& Stormwotr Monopem�� lo wbrn@ Dpsrotion and Aloinkarwnca Monwl to A. ����1�: 5�011 D� 3000 p�i, 20 tlay �tnnQtA, J/4-iOCh IoUntl rod�
tmtroctor k nquestad. 4-inch dump rnmirrum, pbced w�lhin 9D TRYIm Of initiol rnidrq, or o�
DUMIMI{� �p�cXf�d In lA� q�nsrol t�cfi�iwl �p�dllcvtlon�.
PART 4 Pip0UC15
B. fkbor. Shol rnad ASTbI A-615M Grode l20 (60 bl�or m alherwbe
L1 IMEi3JI1 CAAPONfNTS �p�eM�e In In� g�rrrvi ucnnteai ap�dr�e�fan�.
A NI l�l�mol cwnpwrnl� Indudinq PJC plpli0, fllt�r cortridye(�) v�[ /IM�r C. Su0-Bo��c Sroll 0� 6-inCh nfinirnvn oi 3/4-int� mieW �odc 0� 0�
nrdla (ot �p�oN'rd In the Starm1111� dolo blook) •Adl b� pro�id�d py o1Mni�� �p�ciTi�d in Ih� p�rNral l�d+niool y�o7ication�.
Stonn«oter Mo�oqew�ent Ine� 20iG NE Oolumbb Dl+d� Pbrtbnd, OR )7211
(s00/yb-a667). D. 000Ml�l: Shdl br S/4-{roh m{ru� roak or e� etMrwi�s �psalflsd �� Uy
genvol lechnbol �poeMfmibra
8. P1/C Poinp: NI i��rtnl NC oioirq v+a IMiny■ �holl rn��t AS1M D17B5.
�NIT J EXECMION
C.Flk�r Cortrfdgr.
3.� STEEL UTOi 949N
1.CoMtl9• OOttom pOn. 1'�11�r rfng. ond no00 Y1o11 0� CoI1vD'uel�tl 11'om
irna low-a�n�ty pay�tnN�rr. Carv�ap� �pMn �Iqll CoMlt oi pol►anSW A. Colc/� b�tn Aoor �hall b� ■�t I�.d ond p4n+E.
1' � 1/2� .�Id�d win fobr'c (16 paup■ rninirnum) rdh o baded NC
coollnp. Int�mol porla �holl cm�lst al P�C or I1BS oipe ord flNinqc. 8. ConbOCtW �fwll prwant s�e�rnertt ana aeerie trom �ntarinp U� tlt��
Srphon-piimhy floa! d�ell be aartruol�d 1rom h+�a lor-dan�ky u�it d�rinq cond�udion.
pdyetlyla+e. O�Aer f11a fob�ie sholl be 10 x Bb elcor Aberglou mnh. C. Contioebr ahdl mm oet s�b-boae b 95X of moalmum denalt or m
nnn mt�r eoorY �nol w t0 R !�eMOr r�o�rgro� m� ar�r Entornat V 1
721D or Mown ooy�4r��n� wII� e U6 StarWVE S� N20 op�ninp �S�•NI ov,�m�� �p�cnr�a DY Y1gI11Mf, �IlfY110Dr mo��rto o.n. r,e-qram �nai
R1BGIb1MOLA lCf�Y1, 11Y4, ana taeunen �nou e� olurninum or �[OiRIl�! 0� Ip100�E CB tlil�Cl�O Dy •IIqi1�M.
�ii1• D. N rncsory. <h� Inls! chvrh�r mq b� All�d .Nh cl�an rals 10 o��l�t
2 M oriRce plott rioll be s,Jpplbd rkh meh cortridqe to mlrlct }lor In pNwnling flototbn durtrg oon�truoNon u�ll 1M dr�oly� L bodAlU�d
rot� to �� gpm rn�►+vrn. and Uie ronerste mlor L poured
0. FiUar Msdio: Fiis medio �holl be by Storrnrakv AbnoO�*+e�� � � ��VOCtOf �IIOII COInDOCt DOtkfil t0 OSR Of ntO7iTUm O��oty 0� a�
opyro.ed otlenaka. Fltar msdle d,oll contkt of one or mo.e d th� o1Mr.i�� �peuTi�d by rqins�r.
Idlowlhg, ot ■psoHt�d In Ihe Stmrrilly dota bbdc � Cukh bo�ln wlkt �hsll b� oonnsot�d ta down�trsam (md up�tisom, M
1. PihR� MiOf¢ PY171[a f1iW10 uwu w rnaa� ot nawroi �IIkIW� vDIC011k aPpllm6le�plpinq ua�rg o /Ie�INrlype eouplinq'
�oCk fIM 01 OnY O�Eri� d foNq� rtqtt�f. TT� �manO�O Wr'IU �R011 �O�
a b�14 dsu@y rono�o fran ES to 8.5 Ih/R3 and oor5de dsae ronpieD G• CancrN� p�rim�Ur •IaD sndl W cor»truetW 1 fool wi0� ano 6 indiu
from OA6 to 0.50 Inchn. NiCk. SIaE �no11 nclua� two A4 r�oar noap� wifi mnGmurn 6-tneh w�n�
ot do�ura Nbv 2-ind� vertiwl apacinp b�lrsan Aoape ond mnimu�n
2 CSF Lea! Nedfo: CS� Lmf mrdio a►�oll he mode aelus•eVj d folkn I-ind� cl�aronca fiom concretn �ur4ocas.
OxlOuous Iwws wt7� N�� fian �7i DY O'Y �G�t Ot woo0y or qrsan yortJ
A�Drh mat�r�d� I�INr mM�o M+oll M pranulor ontl ��al oontai+ h�� t�a� 33 �1lTFF GRTRIOCE
0.51� Foraipn rnateiql •ud+ oe dou ar do�tk contominont�. M�do �Adl b�
dry et Ihe tlms d tratalloUon. CoIM Ba�in StormFlt�r Holl E� Drorid�0 comDMt� wtn COrViOq�(f) an0
cor6idpa m�dio irotolbd.
Tlv GSf L�ol m�dia d+sll how o 6ulk d�n�ky ro�gng /ron �D b fi0
o/rt] one poNa�tl:r ranqing rrom O�3 m n00 n+�n� uaamum w�� 33 f1LlWllP
o! an tor flur rn�o�a �nau e� arn�tl or rn�aa po���np �rouqn a u5
Slondord 9iw� /4 •hdl IoN no mon thon 1Dx (by mou of dry mdq) A. T�� plOj�tt lit� tfqll W CIW� Ond 1rN ef 6rt OtE MDIif W101� NnOTt
y�rp o lS Stordvd S�ve �45. i� o11ew�E to K�t�f t�� lilt�r. 5iU w010. ��oll b1 in a cOflIDMt1 <OlWlioR O�
spprw�d by 16� e�pn�r. T)r projsi rl� Gnclids ony wrloc� tAot
S Zeo1Ne Nedlo: Zml11e medlo aholl 6e�node of no4/mlYy aowlsing aonlrlOutM eforwi drolnop� to tAe m4m.
clfnoplllolM, wMYn r�o� o q�dogtco� �truetr�� of pot��m-edcLn-�oafurn
OIUTi�owlitM. Y.7Me Iriet/ouUeR ehern6er ord flker cAvrbe'{a) aMdl 6e bae d
COnANCtiOn O�Cli� a/d ��11'Mlll WTOf� t111 ty�l�T i� �IOG� i/l OpKOli0l1.
Tha z�dd� wudo shol ho�t o bulk dsn�dy�onpinp hvm 44 ta 50 Ib/H3,
pvifde�taw mnq}�p fmm 0.125 10 0�5 fndiu. ond o calfon ndionp� C. Lmt�octor �hdl r�mwa th� 4-i�ch binoQaO cwalr�dion elup(�)
oapeolly rsn9ing liorn 1A to 2.2 msq/9• b�iwaan tA� in4t chombr ond fik�r chornbsr(�) Ia pbw 1M �yslwn in
op�rotlon.
4. 1lO�-MYtW MY010: IIOII-fftlY��O f11i010 ifWll o� rnaoo 1rom pM11qfC
���81 rni:�0 ri4� ion paKicl« a,a oarm.r:w u form op�n qlUb� foom. D.�a� a-rncn eumeut pwq l� tn� a+�rnow r�lr ro� r�ou �TOin h poe�
Tha �6nck motrior mu�t he (ns of d�brs v:th Ih� irvn pQfidae b�inp �Oi' G�oW� eW�11GOn Oi IM ty�l�M.
no+-noctLs oed eorQ�o��d.
ih� Lo�-irA���d n+�d�n�+oll 6ow e dIY d�nMy roijng lrorn 20 10 30 END OF SECTION
e/IJ one poNdr tl:�e ronqng /rom oD se o3 lnclv�.
5, Plealed �abric Y���rt: PI�uM lobic :���rf �holl b� cvn�trucl�d •dh o
mhlmum vf 75 aq-k af lolric pkwd b�t.�m 4.0 olurntnurn v+d cop�
.MM evop�n� gorub. TM anrol d4+rn�lom o!tha L,wrt ahdl be 18�'
OD. x 115' I�. ■ Id?5' bl. The /abrY ahdl rneet !he folbw�ing
�pecNlmtiorr 1tD 'hob mmturfng 4.�9b' x 18?b'; 100X �0 PC/PET
EleomDOrnM rtWr.tMUU»n o� 19 rnllr: Muum Bu�ti Ot 96 Pq: Ontl
CoURM PO�oen�tw 0f 70 ihKrOn.
�� '"°Oi °'�'" °`°`°'n CATCH BASIN S70RMF7LTER
�, �..�w�.� .r.�s.0 ��
�/� e.n .c..� ONE—CARTRIDGE STEEL UN/T K
j SPECJf1CATlONS S�w
crxe rw,[cK wo. uur.c�Hwc r I s��r�r�r �M o.
1rs iom tasr�_�
il
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_ �� ��`�C� � C3l�� � G� ��OP� G� � O�� P r,
-----_ - - ---
, ,_____----------_._---------------- -----_--_____-----------__-----;;
--____ ---- ,,
—OJ•lE� �aE 51U8
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STEEL CA-CHBASIN 5lormfllt�r - SECTION ViEw .A-A STEE� CA'CHBASih StormFi.»r SEC'ION v:EW 6-9`
...._.. .._.._�
_.._.-:5 __._...._ .._.. .__..__......---- � k�.__: �[. _...._ ._._ ._..._ .
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i
i
� U.S.PATENT No. 5,322,629, 5,624,576,AND OTHER 11.5.AND FOREIGN PATENTS�ENDING
�i
��
�� The Stormwater Manaqement StormFilter0 is now available in a steel, concrete or plastic catch basin configuration. The CatchBasin
�i! StormFilter system, an extension of the widely accepted StormFilter Best Management Practice, has been enqineered to replace the
� standard catch basin. In the CatchBasin StormFflter, polluted runoff enters the system through a traffic-bearing qrate. In the inlet
�'
I chamber primary settling of the runoff occurs, and the heavier solids drop to a sump on the vault floor.The water is directed under a
�' baffle into the filter chamber where the StormFilter cartridge is housed. During filtration, finer solids and solubie pollutants are
�,
�I removed. Clean water is discharged from the filter and directed around the overflow bypass weir to the outlet pipe. During heavy
! storms,when the flow exceeds the desiqn flow,water in the inlet chamber spills over the bypass weir, preventinq the re-suspension of
!
"` sediments and pollutants trapped in the cartridge chamber.
ij
�� SYSTEM FEATURES AND BENEFITS GENERAL SPECIFICATIONS
•Proven StormFilter technology targets site-specific pollutants •StormFilter capacity—5-15 gpm/cartridge(up to 4 cartridges)
•Low cost,heavy gauge,all steel construction •Peak hydraulic capacity—1.0 cfs or 3.0 cfs
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PRE-APPLICATI�N
' � � � CONFERENCE REQUEST
CITY OF TIGARD 13125 SW Hal1 Blvd., Tigard, OR 97223(503) 639-4171 FAX: (503) 684-7297
GENERAL INFORMATION
FOR STAFF USE ONLY
Applicant: ��V'��� 'Tv��-a�� �►��OL �IST1e1GT
Address: 6�6 D � SAct-�IO VS�14S. Phone: �3� -�}0DD Case No.: }�R k �oo`�- ���o�S
City: Tj(�p.K� Zip: q Z 223 Receipt No.: o�O b3 — � 8 /`�
Contact Person: �£��� �D�4�1�1 Phone: ZZL-b`1$0 Application Accepted By: � • ��
Date: 7 -/ - v 3
r,h��� o�s u�� w ti� �ctt�T�
Property Owner/Deed Holder(s):
SA�� � A�'�T, DATE OF PRE-APP.: rT -�O " v3
TIME OF PRE-APP.: 9 � Oo
Address: Phone: PRE-APP. HELD WITH:
Clty: ZiP: Rev.7l112002 i:lcurpinlmasterslrevisedlPre-AppRequest.doc
Property Address/Location(s): TF,f(�'�0��3 �'•�'�N'1�'� �C�COL
`'15Db sLJ MVI�.pOG� ST. REQUIRED SUBMITTAL ELEMENTS
-C-�v�� (Note: applications will not be accepted
I without the required submittal elements}
Tax Map&Tax Lot#(s): Z -r'j� 1�� /�.G
Zoning: �'" �•5 ❑ Pre-Application Conf. Request Form
Site Size:
N9T �►�U � `�K+�E�( �tq NOT (,oV�2 f,►�'tirtL SC(�, 2 COPIES EACH OF THE FOLLOWING:
❑ Brief Description of the Proposal and
PRE-APPLICATION CONFERENCE INFORMATION any site-specific questions/issues that
you would like to have staff research
prior to the meeting.
All of the information identified on this form are required to be
submitted by the applicant and received by the Planning Division a ❑ Site Plan. The site plan must show the
minimum of one (1) week prior to officially scheduling a proposed lots and/or building layouts
pre-application conference date/time to allow staff ample time to drawn to scale. Also, show the location
prepare for the meeting. of the subject property in relation to the
nearest streets; and the locations of
A pre-application conference can usually be scheduled within 1-2 driveways on the subject property and
weeks of the Planning Division's receipt of the request for either across the street.
Tuesday or Thursday mornings. Pre-application conferences are ❑ The Proposed Uses.
one (1) hour long and are typically held between the hours of
9:00-11:00 AM. ❑ Topographic Information. Include
Contour Lines if Possible.
PRE-APPLICATION CONFERENCES MUST BE SCHEDULED IN ❑ If the Pre-Application Conference is for a
PERSON AT THE COMMUNITY DEVELOPMENT COUNTER FROM MONOPOLE project, the applicant must
8:00-4:00/MONDAY-FRIDAY. attach a copy of the letter and proof in
the form of an affidavit of mailing, that
IF MORE THAN 4 PEOPLE ARE EXPECTED TO ATTEND THE the collocation protocol was completed
PRE-APPLICATION CONFERENCE IN YOUR GROUP, PLEASE (see Section 18.798.080 of the Tigard
INFORM THE CITY IN ADVANCE SO THAT ALTERNATE ROOM Community Development Code}.
ARRANGEMENTS CAN BE MADE TO ACCOMMODATE THE
GROUP. ❑ Filing Fee�8A:00
� 00
D U L L O L S O N W E E �' S ��CHfTECTURE + INTER�ORS + p�ANNING ��
nr•r,hztects pc
DATE: June 30, 2003
TO: Brad Kilby,Associate Planner City of Tigard
FROM: Keith Johnson
COPY: Nick HarYis Cornerstone
PROJECT: Templeton Elementary School Addition and Remodel
RE: Pre-Application Confexence
This memo is to provide an overview of the scope of this project and to list design-related issues we
know of at the present time which we would like to have city staff research in advance of the
conference.
Project Overview
This project is one of a number of addirion and remodel projects which are funded through a bond
approved by Yesidents in the Tigard-Tualatin School District. It includes the following components:
• Construction of educational spaces (classrooms, computer lab,music room, and expansion
of the e�sting media center) as an addirion to one of the e�sting buildings which currently
contains the school offices, media center, gym, and cafeteria. The addirion is proposed to be
approxirriately 8,500 square feet in area.
• The new addition will be separated from the e�sting gym and cafeteria by a two-hour aYea
sepaxation wall. Portions of this wall exist as poured concrete walls at the gym and cafeteria;
the remainder will be new construction. In order to meet allowable building axea per code, a
new sprinkler system will be designed for the addition,media center, and office area.
• Minor remodeling of the school office area where it is impacted by the new addirion.
• Minor remodeling at the e�sting school kitchen to install new refrigerarion/cold storage
equipment. No significant remodel work in the kitchen is planned.
• Associated mechanical, electrical,and plumbing woYk to support the project. j �
• Site work improvements include construction of a new parking area in the area of an e�sting
landscaped area and restriping work in the existing parking lot. The e�sting ingress/egress
point fox vehicular traffic will not be changed. Other sitework includes construction of
stairs, a ramp, and new sidewalks at the building addition.
• Note that there are no additions planned for the e�sring classroom buildings.
Specific Issues for City of Tigard Staff to Research
• We would like to discuss stormwater management requirements.
• Given the descriprion of the work and the drawings submitted, are there any obvious
fiYe/life safety issues we should be aware of? We would like to briefly discuss the proposed
addition relarive to the other builclings in terms of setbacks, assumed property lines, etc.
Fire department access to the e�sting school is limited -will this project raise concerns?
• Are there any planning/zoning issues given the scope of this project? No change of use is
being proposed by this application.
319 SW WASHINGTON 5T, rt200 � PORTLAND, pR 97204
M E M O R A N D U M t: 503 226 6950 j: 503 273 9192 mu�m.dnu;n.com
:'��k\cr,�..t>�..;..,.;..' 'fr-rr�K•IeL� -..� �:.:; '. ...;ec:r-i'..�v...u P c.�...g+.i. ie:.:i.^pr 2.:��,�.:,:v.,.€ ..;.�..i`s�..Ac-p 5,.^^m.�rv�.c
PRE-APPLICATION CONFERENCE NOTES
➢ ENGINEERING SECTION Q ��'�°nng'�°�'°
s����c�c�m�y
PUBLIC FACILITIES Tex Mep[Sl: 2snt�c
Tax Lot(sl: 2901
Use lylpe: INSTITUTIONAL
The extent of necessary public improvements and dedications which shall be required of the applica
will be recommended by City staff and subject to approval by the appropriate authority. There will
no final recommendation to the decision making authority on behalf of the City staff until all concern
commenting agencies, City staff and the public have had an opportunity to review and comment
the application. The following comments are a projection of public improvement related requiremen
that may be required as a condition of development approval for your proposed project.
Right-of-way dedication:
The City of Tigard requires that land area be dedicated to the public:
(1.) To increase abutting public rights-of-way to the ultimate functional street classification
right-of-way width as specified by the Community Development Code; or
(2.) For the creation of new streets.
Approval of a development application for this site will require right-of-way dedication for:
❑ SW to feet
❑ SW to feet
❑ SW to feet
❑ SW to feet
Street improvements:
� street improvements will be necessary along SW Murdock, to include:
❑ feet of pavement
❑ concrete curb
❑ storm sewers and other underground utilities
❑ -foot concrete sidewalk
❑ street trees
❑ street signs, traffic control devices, streetlights and a two-year streetlight fee.
CITY OF TIGARD Pre-AppllcatlAn C�merence Notes Page 1
E�91e��Hp!��a�rtnuat S�etloe
. • � Other: A new � �wav approach will be required to et Citv of Tiqard Standards. T
' � applicant may use �etail 141 �Standard Drivewav) or vetail 162 (Alternate Commerc ,
Drivewa .
❑ street improvements will be necessary along SW , to include:
❑ feet of pavement
❑ concrete curb
❑ storm sewers and other underground utilities
❑ -foot concrete sidewalk
❑ street trees
❑ street signs, traffic control devices, streetlights and a two-year streetlight fee.
❑ Other:
❑ street improvements will be necessary along SW , to include:
❑ feet of pavement
❑ concrete curb
❑ storm sewers and other underground utilities
❑ -foot concrete sidewalk
❑ street trees
❑ street signs, traffic control devices, streetlights and a two-year streetlight fee.
❑ Other:
❑ street improvements will be necessary along SW , to include:
❑ feet of pavement
❑ concrete curb
❑ storm sewers and other underground utilities
❑ -foot concrete sidewalk
❑ street trees
❑ street signs, traffic control devices, streetlights and a two-year streetlight fee.
❑ Other:
❑ street improvements will be necessary along SW , to include:
❑ feet of pavement
❑ concrete curb
❑ storm sewers and other underground utilities
❑ -foot concrete sidewalk
CITY Of TIGARD Pre-ApplicetlOn C��renc0 N�tes Page 2
E�lle��d�!�n�rt�nt Seetln
. - ❑ street trees �
❑ street signs, traffic control devices, streetlights and a finro-year streetlight fee.
❑ Other:
Agreement for Future Street Improvements:
In some cases, where street improvements or other necessary public improvements are not curren
practical, the improvements may be deferred. In such cases, a condition of development approv
may be specified which requires the property owner(s) to provide a future improvement guarante
The City Engineer will determine the form of this guarantee. The following street improvements m
be eligible for such a future improvement guarantee:
(1.)
�2•)
Overhead Utilitv Lines:
❑ Section 18.810.120 of the Tigard Municipal Code (TMC) requires all overhead utility lin
adjacent to a development to be placed underground or, at the election of the developer,
fee in-lieu of undergrounding can be paid. This requirement is valid even if the utility lin
are on the opposite side of the street from the site. If the fee in-lieu is proposed, it is equal
$ 27.50 per lineal foot of street frontage that contains the overhead lines.
There are existing overhead utility lines which run adjacent to this site along SW
Prior to , the applicant shall either place these utilities underground, or pay the fee
lieu described above.
SanitaN Sewers:
The nearest sanitary sewer line to this property is a(n) 8 inch line which is located along the no
propertv line. The proposed development must be connected to a public sanitary sewer. It is t
developer's responsibility to connect to the public sewer
Water Supply:
The City of Tigard (Phone:(503) 639-4171) provides public water service in the area of this site. Th
service provider should be contacted for information regarding water supply for your propos
development.
Fire Protection:
Tualatin Valley Fire and Rescue District (South Division) [Contact: Eric McMullen, (503) 612-701
provides fire protection services within the City of Tigard. The District should be contacted
information regarding the adequacy of circulation systems, the need for fire hydrants, or oth
questions related to fire protection.
Storm Sewer Improvements:
CITY OF TI6ARD Pre-Applicadon Conference Notes Page 3
Englneering Uepar[meotSectlon
, -All proposed development 'iin the City shall be designed suc' at storm water runoff is convey
• to an approved public drair�dge system. The applicant will be r�yuired to submit a proposed sto
drainage plan for the site, and may be required to prepare a sub-basin drainage analysis to ensu
that the proposed system will accommodate runoff from upstream properties when fully developed.
There is a storm sewer stub to this property on fhe east side. Detention will be required for ne
impervious area exceeding 5000 sf.
Storm Water Qualitv:
The City has agreed to enforce Surface Water Management (SWM) regulations established by t
Unified Sewerage Agency (USA) (Resolution and Order No. 00-7) which requires the construction
on-site water quality facilities. The facilities shall be designed to remove 65 percent of the phosphor
contained in 100 percent of the storm water runoff generated from newly created impervious surface
The resolution contains a provision that would allow an applicant to pay a fee in-lieu of constructi
an on-site facility provided specific criteria are met. The City will use discretion in determining wheth
or not the fee in-lieu will be offered. If the fee is allowed, it will be based upon the amount of ne
impervious surfaces created; for every 2,640 square feet, or portion thereof, the fee shall be $21
Preliminary sizing calculations for any proposed water quality facility shall be submitted with t
development application. It is anticipated that this project will require:
� Construction of an on-site water quality facility.
❑ Payment of the fee in-lieu.
Other Comments:
All proposed sanitary sewer and storm drainage systems shall be designed such that C
maintenance vehicles will have unobstructed access to critical manholes in the systems. Maintenan
access roadways may be required if existing or proposed facilities are not otherwise read
accessible.
TRAFFIC IMPACT FEES
In 1990, Washington County adopted a county-wide Traffic Impact Fee (TIF) ordinance. The Traf
Impact Fee program collects fees from new development based on the development's project
impact upon the City's transportation system. The applicant shall be required to pay a fee based up
the number of trips which are projected to result from the proposed development. The calculation
the TIF is based on the proposed use of the land, the size of the project, and a general use based f
category. The TIF shall be calculated at the time of building permit issuance. In limit
circumstances, payment of the TIF inay be allowed to be deferred until the issuance of an occupan
permit. Deferral of the payment until occupancy is permissible on�l r when the TIF is greater th
$5,000.00.
Pay the TIF.
CITY OF T16ARD Pre-Applicatlon Conference Notes Page 4
Englnearlag oeaar[ment SecUon
, � �
PERMITS
Public Facilitv Improvement (PFI Permit:
Any work within a public right-of-way in the City of Tigard requires a PFI permit from the Engineeri
Department. A PFI permit application is available at the Planning/Engineering counter in City Ha
For more extensive work such as street widening improvements, main utility line extensions
subdivision infrastructure, plans prepared by a registered professional engineer must be submitted
review and approval.
The Engineering Department fee structure for this permit is considered a cost recovery system.
deposit is collected with the application, and the City will track its costs throughout the life of t
permit, and will either refund any remaining portion of the deposit, or invoice the Permittee in cas
where City costs exceeds the deposit amount. The Permittee will also be required to post
performance bond, or other such suitable security. Where professional engineered plans a
required, the Permittee must execute a Developer/Engineer Agreement, which will obligate the desi
engineer to perform the primary inspection of the public improvement construction work. The P
permit fee structure is as follows:
HOTE: If an PFI Permit is required,the applicant must obtain that
permit prior to release of any permits from the Building D"msion.
Buildinq Division Permits:
The following is a brief overview of the type of permits issued by the Building Division. For a mo
detailed explanation of these permits, please contact the Development Services Counter
503-639-4171, ext. 304.
Site Improvement Permit (SIT). This permit is generally issued for all new commerci
industrial and multi-family projects. This permit will also be required for land partitions where
grading and private utility work is required. This permit covers all on-site preparation, gradi
and utility work. Home builders will also be required to obtain a SIT permit for grading work
cases where the lot they are working on has slopes in excess of 20% and foundati
excavation material is not to be hauled from the site.
Building Permit (BUP). This permit covers only the construction of the building and is issu
after, or concurrently with, the SIT permit.
Master Permit (MST). This permit is issued for all single and multi-family buildings. It covers
work necessary for building construction, including sub-trades (excludes grading, etc.). Th
permit can not be issued in a subdivision until the public improvements are substantia
complete and a mylar copy of the recorded plat has been returned by the applicant to the Ci
For a land partition, the applicant must obtain an Engineering Permit, if required, and return
mylar copy of the recorded plat to the City prior to issuance of this permit.
Other Permits. There are other special permits, such as mechanical, electrical and plumbi
that may also be required. Contact the Development Services Counter for more information.
CITY Of TI6ARD Pro-Appllcatl�n C�nteroace N�es Page 5
F�e1a�eHw!����rtrat S�etln
.
GRADING PLAN REQUIREMENTS FOR SUBDIVISIONS
All subdivision projects shall require a proposed grading plan prepared by the design engineer. T
engineer will also be required to indicate which lots have natural slopes between 10% and 20%,
well as lots that have natural slopes in excess of 20°/a. This information will be necessary
determining if special grading inspections will be required when the lots develop. The design engine
will also be required to shade all structural fill areas on the construction plans. In addition, ea
homebuilder will be required to submit a specific site and floor plan for each lot. The site plan sh
include topographical contours and indicate the elevations of the corners of the lot. The builder sh
also indicate the proposed elevations at the four corners of the building.
PREPARED BY: �y - �Y�-�--- "1• • 0
ENGINE RING DEPARTMENT STAFF DATE
Phone: [5031639-4171
Fax: [5031624-0152
i:�eng�brianr�templates�preap notes-eng.dot
Revised: March 21,2002
CR110F TI6ARD Pre-Applicadon CeMeronce Netes Page 6
fagleeerlo!6e��rtm��t E�etla
„ r '
� CITY �F TiGARD t' �; 9 .i -
PRE-APPLiCATION C4NfERENCE N�TES � �;�°;;T��,�E.�°�1�°�n�
.Sjwjirng j123etcrr�brnmwiity
- (Pre-Application Meeting Notes are Yalid for Siz (6) Manths)
NON-RESIDENTIAL
-�,�,�� ��- o.Q� _ _ .� 0 R! GINAL
����� �
� C � AGENT: �1',E�H �'Sa�*�so �
APPLICANT:T�,.Ac�c� T„��r:�, �J Sc,�.c� 1',� .
Phone: (`�c�) ".�a(, -- (���C'� —� Phnna•�_�
PROPERTY LOCATION:
ADDRESS/GENERAL LOfATION: ����1� �,�.5 t i ��, �-„c< a`
TAX MAP(S)/LOT #(S): '�StIIHC - (���n►
NECESSARY APPLICATIONS: �1�4,-,���c (Y� ',.�,�.�,�'��►,1 -�j ('��,���,�,�r.�,� JS,€� �� , .;
PROPOSALDESCRIPTION: � Qn S60 �e � -�- �Ac�c��-���� �n� ���,
_�. � '
��, I r �K.
COMPREHENSIVE PLAN
MAP DESIGNATION: _n�,� t-n�,�., L;,;;c�-�.;
ZONING MAP DESIGNATION: R `-i -�;
�
CITIZEN INVOLVEMENT TEAM (C.I.T.)AREA: ��; ,�
ZONING�ISTRICT OIMENSIONAI REQUIREMfNTS [Refer to Code Secaoa 18. s �o l
MINIMUM LOT SIZE:r S�c'sq. ft. Average Min. lot width: �� ft. Max. building height: 5(� ft.
Setback� Front '��ft. Side�ft. Rear�Q_ft. Corner �L'� ft. from street.
MAXIMUM SITE COVERAGE: � % Minimum landscaped or natural vegetation area: — °/a.
[7�NEIGNBORHOOD MEETIN6 [Referto the Neighborhood Meeting Handoutl
THE APPLICANT SHALL NOTIFY ALL PROPERTY OWNERS WITHIN 500 FEET, THE MEMBERS
OF ANY LAND USE SUBCOMMITTEE(S), AND THE CfTY OF TIGARD PLANNING DIVISION of
their proposal. A minimum of two (2) weeks between the mailing date and the meeting date is
required. Please review the Land Use Notification handout concerning site posting and the meeting
notice. Meetinq is to be held prior to submittinq your application or the application will not be
accepted.
* NOTE: In order to also preliminarily address building code standards, a meeting with a Plans
Examiner is encouraged prior to submittal of a land use application.
C1TY OF TIGARO Pre-Appl'ication Conference Notes Page 1 of 8
NON-Residential App6caGonfPlanrwg Divisan Section
i
�d NARRATIYE [Refer to Code Chapter 18.3901
The APPLICANT SHALL SUBMIT A NARRATIVE which provides findings based on #he applicable
approval standards. Failure to provide a narrative or adequately address criteria would be reason to
consider an application incomplete and delay review of the proposal. The applicant should review
� the code for applicable c�ite�a.
[� IMPACT STUDY [Refer to Code Secnons 18.390.040 and 18.390.0501
As a part of the APPLICATION SUBMITTAL REQUIREMENTS, applicants are required to INCLUDE
IMPACT STUDY with their submittal package_ The impact study shall quantify the effect of the
development on public facilities and services. The study shall address, at a minimum, the
transportation system, including bikeways, the drainage system, the pa�lcs system, the water system,
the sewer system and the noise impacts of the development. For each public facility system and type
of impact, the study shaH propose improvements necessary to meet City standards, and to minimize
the impact of the development on the public at large, public facilities systems, and affected private
prope�ty users. In situations where the Community Development Code requires the dedication of real
property interests, the applicant shall either specifically concur with the dedication requirement, or
provide evidence which supports the conclusion that the real property dedication requirement is not
roughly propo�tional to the projected impacts of the development.
[�ACCESS [Refer te CNapters 18J05 and 18.7651
Minimum number of accesses: i Minimum access width: 30�
Minimum pavement width: •�y '
All driveways and parking areas, except for some fleet storage parking areas, must be paved.
Drive-in use queuing areas:
[�WALKWAY REQUIREMENTS [Refer to Code Section 18.705.0301
WALKWAYS SHALL EXTEND FROM THE GROUND FLOOR ENTRANCES OR FROM THE
GROUND FLOOR LANDING OF STAIRS, ramps, or elevators of all commercial, institutional, and
industrial uses, to the streets which provide the required access and egress. Walkways shall provide
convenient connections between buildings in multi-building commercial, institutional, and industrial
complexes. Unless impractical, walkways should be constructed between a new development and
neighboring developments.
❑ SPECIAL SETBACKS [Refer to Code Chapter .7301
➢ STREETS: feet fro the centerline of
➢ LOWER INTENSITY ZONES: feet, along the site's boundary.
➢ FLAG LOT: 10-FOOT SIDE ARD SETBACK.
❑ SPECIAL BUILOING HEIGHT PROVISIONS efer to Code Sectien 18.730.O10.B.1
BUILDING HEIGHT EXCEPTION - Buildings located in a non-residential zone may be built to a
height of 75 eet provided that:
➢ A maximum building floor ea to site area ratio (FAR) of 1.5 to 1 will exist;
➢ All actual building setbac will be at least half('/2)of the building's height; and
➢ The structure will not ab t a residential zoned district.
[,7�BUFFERING AND SCREENING [Refer to Code Chapter 18.7451
In order TO INCREASE PRIVACY AND TO EITHER REDUCE OR ELIMINATE ADVERSE NOISE
OR VISUAL IMPACTS between adjacent developments, especially between different land uses, the
City requires landscaped buffer areas along certain site perimeters. Required buffer areas are
described by the Code in terms of width. Buffer areas must be occupied by a mixtu�e of deciduous
and evergreen trees and shrubs and must also achieve a balance between vertical and horizontal
plantings. Site obscuring sc�eens or fences may also be required; these are often advisable even if
not �equired by the Code. The required buffer areas may o� be occupied by vegetation, fences,
utilities, and walkways. Additional information on required buffer area materials and sizes may be
found in the Development Code.
CITY OF TIGARD Pre-ApplicaGon Conference Notes Page 2 of 8
NON-Residential App4calioNPlanning Oivision SecOon
The ESTIMATED REQUIRED BUFFER WIDTHS appiicabie to your proposal area are:
i' feet along north boundary. feet along east boundary.
—� feet along south boundary. �-- feet along west boundary.
IN ADDITION, SIGHT OBSCURING SCREENING IS REQUIRED ALONG: ���t�.,,�,.T,.�,•;
[�LANDSCAPIN6 [Refer to Code Chapters 18.745,18.765 and 18.7051
STREET TREES ARE REQUIRED FOR ALL DEVELOPMENTS FRONTING ON A PUBLIC OR
PRIVATE STREET as weli as driveways which a�e more than 100 feet in length. Street trees must
be placed either within the public right-of-way or on private property within six (6) feet of the right-of-
way boundary. Street trees must have a mmimum caliper of at least two (2) inches when measured
four (4) feet above grade. Street trees should be spaced 20 to 40 feet apart depending on the
b�anching width of the proposed tree species at maturity. Further infonnation on regulations
affecting street trees may be obtained from the Planning Division.
A MINIMUM OF ONE (1) TREE FOR EVERY SEVEN (7) PARKING SPACES MUST BE PLANTED
in and around all parking areas in order to provide a vegetative canopy effect. Landscaped parking
areas shall include special design features which effectively screen the parking lot areas from view.
These design features may include the use of landscaped berms, decorative walls, and raised
planters.
�, RECYCLING [Refer to Code Chapter 18.7551
Applicant should CONTACT FRANCHISE HAULER FOR REVIEW AND APPROVAL OF SITE
SERVICING COMPATIBILITY. Locating a trash/recycling enclosure within a clear vision area such
as at the intersection of two (2) driveways within a parking lot is prohibited. Much of Tigard is within
Pride Disposal's Service area. Lenny Hing is the contact person and can be reached at (503)
625-6177.
�PARKIN6 [Refer to Code Section 18.765.0401 .-
REQUIRED parking for this type of use: C,�.� �_��,_.�,��>�.�.,
Parking SHOWN on preliminary plan(s):
SECONDARY USE REQUIRED parking:
Pa�king SHOWN on preliminary plan(s):
NO MORE THAN 50°/a OF REQUIRED SPACES MAY BE DESIGNATED AND/OR DIMENSIONED
AS COMPACT SPACES.
PARKING STALLS shall be dimensioned as follows:
➢ Standard parking space dimensions: 8 feet, 6 inches x 18 feet, 6 inches.
➢ Compact parking space dimensions: 7 feet, 6 inches x 16 feet, 6 inches.
Note: Pa�king space width includes the width of a stripe that
separates the parking space from an adjoining space.
Note: A maximum of three(3)feet of the vehicle overhang area in front of a wheel stop or curb can
be included as part of required parki�g space depth. This area cannot be included as
la�dscaping for meeting the minimum percentage requirements.
HANDICAPPED PARKING:
➢ All parking areas shall PROVIDE APPROPRIATELY LOCATED AND DIMENSIONED
DISABLED PERSON PARKING spaces. The minimum number of disabled person parking
spaces to be provided, as well as the parking stall dimensions, are mandated by the Americans
with Disabilities Act (ADA). A handout is available upon request. A handicapped pa►icing space
symbol shall be painted on the parking space surface and an appropriate sign shall be posted.
➢ BICYCLE RACKS ARE REQUIRED FOR MULTI-FAMILY, COMMERCIAL AND INDUSTRIAL
DEVELOPMENTS. Bicycle racks shall be located in areas protected from automobile traffic and
,� in convenient locations.
°b LOADIN6 AREA REQUIREMENTS [Refer to Code Section 18.165.0801
Every COMMERCIAL OR INDUSTRIAL BUILDING IN EXCESS OF 10,000 SQUARE FEET shall be
provided with a loading space. The space size and location shall be as approved by the City
Engineer.
CITY OF TtGARD Pre-ApplicaGon Conference Notes Page 3 of 8
NON-Residen6al AppGcafioNPlanning Division Sec;tion
Q� BICYCLE RACKS [Reier to Cade S�cti�n 18.7651 � �=k G►��s s�.�n��,
BICYCLE RACKS are required FOR MULTI-FAMILY, COMMERCIAL AND INDUSTRIAL
DEVELOPMENTS. Bicycle racks shall be located in areas protected f�om automobile traffic and in
convenient locations.
❑ SENSI]1VE LAN�S [R�fer to Code Chapter 18.1151
The Code pravides REGULATIONS FOR LAND WHICH ARE POTENTiALLY UNSUITABLE FOR
DEVELOPMENT DUE TO AREAS WIT THE 100-YEAR FLOODPLAIN, NATURAL
DRAINAGEWAYS, WETLAND AREAS, ON LOPES IN EXCESS OF 25 PERCENT, OR ON
UNSTABLE GROUND. Staff will attempt t preliminary identify sensitive lands areas at the pre-
application conference based on available ' foRnation. HOWEVER, the responsibility to p�ecisely
identif sensitive land areas and their b ndaries is the res onsibilit of the a licant. Areas
meetin the definitions of sensitive land must be clea�l indicated on lans submitted with the
development application.
Chapter 18.775 also provides �egulati s for the use, protection, or modification of sensitive lands
areas_ RESIDENTIAL DEVELOPME IS PROHIBITED WITHIN FLOODPLAINS.
❑ S�EP SLOPES [Ref�r te Code Secdon 18.T15.080
When STEEP SLOPES exist, prior #o ' suance of a final order, a geotechnical report must be
submitted which addresses the appro I standards of the Tigard Community Development Code
Section 18.775.080.C. The report sh 1 be based upon field exploration and investigation and shall
include specific recommendations fo achieving the requirements of Section 18.775.080.C.
�CLEANWATER SERVICES[CWSI BUFFER ST NDARDS [Refer to R a 0 96-44/USA Regulations-C6apter 31
LAND DEVELOPMENT ADJACENT TO SENSITIVE AREAS shall preserve and maintain or create a
vegetated corridor for a buffer wide enough to protect the water quality functioning of the sensitive
area.
Desi n Criteria:
The EGETATED CORRIDOR WIDTH is dependent on the sensitive area. The following table
identifies the �equired widths:
TABLE 3.1 VEGETATED CORRIDOR WIDTHS
SOURCE: CWS DESIGN AND CONSTRUCTION STANDARDS MANUALIRE50LUTION 8� ORDER 96-44
'5LOPE ADJACENT WIDTH OF VEGEi"ATED
z� `SENSITIV��AREA�DEFINITION � �.� � a s
TO SENSITtVE AREA CORRIDOR PER SIDE
♦ Streams with intermittent flow draining: <25%
� 10 to <50 acres 15 feet
� >50 to <100 acres 25 feet
• Existing or c�eated wetlands <0.5 acre 25 feet
• Existing or created wetlands >0.5 acre <25% 50 feet
• Rivers, streams, and springs with year-round flow
• Streams with intermittent flow draining >100 acres
• Natural lakes and onds
• Streams with intermittent flow draining: >25%
� 10 to <50 acres 30 feet
1 >50 to <100 ac�es 50 feet
• Existing or created wetlands >25% Variable from 50-200 feet. Measure
• Rivers, streams,and springs with year-round flow in 25-foot increments from the starting
• Streams with intermittent flow draining >100 acres point to the top of ravine(break in
• Natural lakes and ponds <25%slope),add 35 feet past the top
of ravine6
Starting point for measurement = edge of the defined channel (bankful flow) for streams/rivers, delineated wetland boundary, deli�eated spring
boundary,and/or average high water for lakes or ponds,whichever offers greatest resource protection. Intertnittent springs,located a minimum of 15
feet within the riverlstream or weUand vegetated corridor,shall not serve as a starting point for measurement
SVegetated corridor averaging or reduction is allowed only when the vegetated corridor is certified to be in a marginal o�degraded condition.
sThe vegetated corridor extends 35 feet from the[op of the ravine and sets the outer boundary of the vegetated corridor. The 35 feet may be reduced to
15 feet,if a stamped geotechnical repo�t confirms slope stability shall be maintained with the�educed setbadc from the top of ravine.
CITY OF TIGARD Pre-Appiication Conference Notes Page 4 of 8
NON-Residential AppiratioNPlanning Division Secion '
Restrictions in the Ve etate Corridor:
NO structures, deve opment, construction activities, gardens, lawns, application of chemicals,
dumping of any materials of any kind, or other activities shall be permitted which otherwise detract
from the water quality protection provided by the vegetated corridor, except as provided for in the
CWS Design and Construction Standards.
Location of Ve etated Corridor
IN ANY RESI ENTIAL DEVELOPMENT WH1CH CREATES MULTIPLE PARCELS or lots intended
for separate ownership, such as a subdivision, the vegetated corridor shall be contained in a
separate tract, and shall not be a part of any parcel to be used for the construction of a dwelling unit.
� CV1/S Service Provide�Letter:
,/('� PRIOR TO SUBMITTAL of any land use applications, the applicant must obtain a CWS Service
Provider Letter which will outline the conditions necessary to comply with the R&O 96-44 sensitive
area req uirements. If there are no sensitive areas, CWS must still issue a letter stating a CWS
Service Provider Letter is not required.
(�SI6NS [Refer to Code Chapter 18.7801
SIGN PERMITS MUST BE OBTAINED PRIOR TO INSTALLATION OF ANY SIGN in the City of
Tigard. A "Guidelines for Sign Permits" handout is available upon request. Additional sign area or
height beyond Code standards may be permitted if the sign proposal is reviewed as part of a
development review application. Alternatively, a Sign Code Exception application may be filed for
Directo�s review.
[�TREE REMOVAI PLAN REQUIREMENTS [Refer to Code Section 18.190.030.C.1
A TREE PLAN FOR THE PLANTING, REMOVAL AND PROTECTION OF TREES prePared by a
certified arborist shall be provided for any lot, pa�cel or combination of lots or parcels for which a
development application for a subdivision, partition, site development review, planned development,
or conditional use is filed. Protection is preferred over removal where possible.
THE TREE PLAN SHALL INCLUDE the following:
➢ Identification of the location, size and species of all existing trees including trees designated
as significant by the City;
➢ Identification of a program to save existing trees or mitigate tree removal over 12 inches in
caliper. Mitigation must follow the replacement guidelines of Section 18.790.060.D according
to the following standards and shall be exclusive of trees required by other development code
provisions for landscaping, streets and parking lots:
�► Retainage of less than 25% of existing trees over 12 inches in caliper requires a mitigation
program according to Section 18.150.070.D. of no net loss of trees;
� Retainage of from 25 to 50% of existing trees over 12 inches in caliper requires that two-
thirds of the trees to be removed be mitigated according to Section 18.790.060.D.;
�) Retainage of from 50 to 75% of existing trees over 12 inches in caliper requires that 50°/a
of the trees to be removed be mitigated according to Section 18.790.060.D.;
� Retainage of 75°/a or greater of existing trees over 12 inches in caliper requires no
mitigation;
➢ Identification of all trees which are proposed to be removed; and
➢ A protection program defining standards and methods that will be used by the applicant to
protect trees during and after construction.
TREES REMOVED WITHIN THE PERIOD OF ONE (1) YEAR PRIOR TO A DEVELOPMENT
APPLICATION LISTED ABOVE will be inventoried as part of the tree plan above and will be
replaced according to Section 18.790.060.D.
(7�MITIGATION [Refer to Code Secbon 18.790.060.EI
REPLACEMENT OF A TREE shall take place according to the following guidelines:
➢ A replacement tree shall be a substantially similar species considering site characteristics.
➢ If a repfacement tree of the species of the tree removed o� damaged is not reasonably
available, the Director may allow replacement with a different species of equivalent natural
resource value.
CITY OF TIGARO Pre-Application Conference Notes Page 5 of 8
NON-Residentia�Applica(ionlPlanrung Division Section
➢ If a replacement tree of the size cut is not reasonably available on the local market or would
not be viable, the Directo� shall require replacement with more than one tree in accordance
with the following formula:
� The number of replacement trees required shall be determined by dividing the estimated
caliper size of the tree removed or damaged, by the caliper size of the largest reasonably
available replacement trees. If this number of trees cannot be viably located on the
subject p�operty, the Director may require one (1) or more �eplacement trees to be planted
on other prope�ty within the city, either public property or, �nnth the consent of the owner,
private property.
➢ The planting of a replacement tree shall take place in a manner reasonably calculated to
allow growth to matunty.
IN LIEU OF TREE REPLACEMENT under Subsection D of this section, a party may, with the
consent of the Director, elect to compensate the City for its costs in performing such tree
replacement.
[�CLEAR YISION AREA [Refer ta Code Chapter 18.7951
The Cit requires that CLEAR VISION AREAS BE MAINTAINED BETWEEN THREE (3) AND
EIGHT �8) FEET IN HEIGHT at road/driveway, road/railroad, and road/road intersections. The size
of the required clear vision area depends upon the abutting streeYs functional dassification and any
existing obstructions within the clear vision area.
❑ ADDIiIONAL LOT DIMENSIONAL REQUIREME [Refer to Code Secbon 18.810.0601
MINIMUM LOT FRONTAGE: 25 f et unless lot is created through the minor land partition process.
Lots created as part of a partitio must have a minimum of 15 feet of f�ontage or have a minimum
15-foot wide access easement.
The DEPTH OF ALL LOTS HALL NOT EXCEED 2'/2 TIMES THE AVERAGE WIDTH, unless the
parcel is less than 1%2 time the minimum lot size of the applicable zoning district.
CODECNAPTERS
�18.330(�itiona�use) �H.6ZO(Tgard Triargle Design Sfandards) �8.765(offstreet Parwry2oadin9 Requi�rr�ents)
_ 18.340(oireaors�nte�retatio�) 18.630(wasnington 5quare Re9ana��ente�) 18.775(seositive�ands Review)
- 18.350(�anr►ed oeve�menU � ')H.7O5(AooesslEgresslCirwlation) �18.780(sgns)
_ 18.360�s�oeY�a�„�,r R�� 18.710�a�o�y R�,�u�� 18.785 R�ry u�P��
� �S.37O(VarianoeslAdjustrnents) 18.715�o��ny c«�,m�� ��8.790 R�R��
_ 18.380�zo�n+���t a��c�� �18.720(oesiyn c,ompati�iuty S�andards) � 18.795�r��i c��a�y
18.385(ruusce��aneous Permi�s) � 18.125(Envinonmenta�Pertonnance standabs) _ 18.798(wire�ess�ommunication Faatities)
��S.3JO(Dedsion Mak�g Prooeduresllmpad Study) �H.73O(Exceptions Ta Oevebpment Shandards) �'��8.S�O(Street&llGlity Improvement Star�dards)
_ 18.410�.�u�aa�a,��> 18.740(Hist«ic ovenay)
_ 18.420(�and Partitio�s) 18.742(Home occuPabon Pennits)
_ 18.430{s��a�«,s� � 18.745(�andscapirg�screenir�y standards)
�18.510 tR��a�,�i z«,��o�m�� 18.750(Manutadured/Mobd Home Regulations)
_ 18.520�c«��i z«,�o�a�� � 18.755(h�ced SoGd wasteJRecyd'mg Storage)
_ 18.530(�ndusaial z«,ing�ish;cts) 18.760(N«ioonromung situa�ons)
CITY OF TIGARD Pre-Applica6on Conference Notes Page 6 of 8
NON-Residential AppGcationJPlanning Division Secfwn
AODITIONAL CONCERNS OR COMMENTS:
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PROCEOURE
Administrative Staff Review.
�— Public hearing before the Land Use Hearings Officer.
Public hearing before the Planning Commission.
Public hearing before the Planning Commission with the Commission making a
recommendation on the proposal to the City Council. An additional public hea�ing shall be
held by the City Council.
APPLICATION SUBMITTAL PROCESS
All APPLICATIONS MUST BE ACCEPTED BY A PLANNING DIVISION STAFF MEMBER of the
Community Development Department at Tigard City Hall offices. PLEASE NOTE: Applications
submitted b mail or dro ed off at the counter without Plannin Divis�on acce tance ma be
returned. he Planning counter c oses at 4:00 PM.
Ma s submitted with an a lication shall be folded IN ADVANCE to 8.5 by 11 inches. One (1j,
8 2 ' x ' ma o a ro osed ro'ect should be submitted or attachment to the sta re ort or
a ministrative decision. Application with un olded maps shall not be accepted.
The Planning Division and Engineering Department will perform a preliminary review of the
application and will determine whether an application is complete within 30 days of the counter
submittal. Staff will notify the applicant if additional information or additional copies of the submitted
materials are required_
CITY OF TIGARD Pre-Application Conference Notes Page 7 of 8
NON-Residenfial App6catioMPlanrmig Oivision SecSon
J�'^ • �
1
The administrative decision or public hearing will typically occur approximately 45 to 60 days after an
application is accepted as being complete by the Planning Division_ Applications involving difficult or
protracted issues or requiri�g review by other jurisdictions may take additional time to review.
Written recommendations from the Planning staff are issued seven (7) days prior to the public
hearing. A 10-day public appeal period follows all land use decisions. An appeal on this matter
would be heard by the Tigard '+F �� ��-r-rz �'._ -�, < � :. .� � 1 _ A basic flow cha�t
which illustrates the review process is available from the Planning ivision upon request_
Land use applications requiring a public hearing must have notice posted on-site by the
applicant no less than 10 days prior to the public hearing.
This PRE-APPLICATION CONFERENCE AND THE NOTES OF THE CONFERENCE ARE
INTENDED TO INFORM the prospective applicant of the primary Community Development Code
requirements applicable to the potential development of a particular site and to allow the City staff
and prospective applicant to discuss the opportunities and constraints affecting development of the
site.
BUILDIM6 PERMIT'S
PLANS FOR BUILDING AND OTHER RELATED PERMITS WILL NOT BE ACCEPTED FOR
REVIEW UNTIL A LAND USE APPROVAL HAS BEEN ISSUED. Final inspection approvals by
the Building Division will not be granted until there is compliance with all conditions of
development approval. These pre-application notes do not include comments from the
Building Division. For proposed buildings or modifications to existing buildings, it is
recommended to contact a Building Division Pla�s Exarriiner to determine if there are
building code issues that would prevent the st�ucture from being constructed, as proposed.
Additionally, with regard to Subdivisions and Minor Land Partitions where any structure to be
demolished has system development charge (SDC) c�edits and the underlying parcel for that
st�ucture will be eliminated when the new plat is recorded, the Cit 's olic is to a I those s stem
develo ment credits to the first buildin ermit issued in the develo ment (UNLE S OTHER ISE
DIRECTED BY T E DEVELOPER AT THE TIME IN WHICH THE DEMOLITION PERMIT IS
OBTAINED).
e con erence an no es canno cover a o e requiremen s an aspec s re a e o
site planning that should ap ply to the development of your site plan. Failure of the staff to provide
information required by the Code shall not constitute a waiver of the applicable standards or requirements.
atsk recommended that a pros�pective applicant either obtain and read tl�e Community Development Code or
any questions of City statt�relative to Code requirements pnor to submitting an application.
AN ADDITIONAL PRE-APPLICATION FEE AND CONFERENCE WILL BE REQUIRED IF AN
APPLICATION PERTAINING TO THIS PRE-APPLICATION CONFERENCE IS SUBMITTED AFTER A
PERIOD OF MORE THAN SIX (6) MONTHS FOLLOWING THIS CONFERENCE (unless deemed as
unnecessary by the Planning Division).
PREPARED BY: _�,�;,:,�; �_• i'�,. �
(ITY 4F TIGARD PLANNIN� DIYISION - STAFF PERSON HOLDING PRE-APP. MEETING
PHONE: (503) 639-4111 FAX: (503) 684-1291
E-MAIL• (swN's�wst nameJ ol a.tigard.or.us
TITLE 18(UTY OF TIGARD'S (OMMUNITY DEYELOPMENT CODE)INTERNET ADURESS: www.ci�igard.or.us
H:lpattylmasterslPre-App Notes Commercial.doc Updated: 3-Oct-02
(Engineering sec6on:preapp.eng)
CITY OF TIGARO Pre-Application Conference Notes Page 8 0(8
NON-Residential AppGc�onlPlanning Div�sion Secion