18-103301-PCCITY OF
404-Ll Federal Way
Centered on Opportunity
September 14, 2018
Ray Vefik
Mike Benzien
Federal Way Public Schools
1211 South 332nd Street
Federal Way, WA 98003
rvefik@fivps.org
org
mbenzien@fi,vps.org
FILE
CIHALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www.cityoffederalway.com
Jim Ferrell, Mayor
Re: File #18-103301-00-PC, PREAPPLICATION CONFERENCE SUMMARY
Wildwood Elementary School, 2405 S 3001h Street, Federal Way (Parcel #042104-9167)
Dear Mr. Vefik & Mr. Benzien:
Thank you for participating in the preapplication conference with the City of Federal Way's Development
Review Committee (DRC) held August 23, 2018. We hope that the information discussed at that meeting
was helpful in understanding the general requirements for your project as submitted.
This letter summarizes comments given to you at the meeting by the members of the DRC. The members
who reviewed your project and provided comments include staff from the City's Planning and Building
Divisions, Public Works Department, and representatives from Lakehaven Water and Sewer District and
South King Fire and Rescue. Some sections of the Federal Way Revised Code (FWRC) and relevant
information handouts are enclosed with this letter. Please be advised, this letter does not represent all
applicable codes. In preparing your formal application, please refer to the complete FWRC and other
relevant codes for all additional requirements that may apply to your project.
The key contact for your project is me, Leila Willoughby -Oakes, 253-835-2644, Leila.Willoughby-
Oakes@cityoffederalway.com. If I cannot be reached, please contact Planning Manager Robert `Doc'
Hansen. For specific technical questions about your project, please contact the appropriate DRC
representative as listed below. Otherwise, any general questions about the preapplication and permitting
process can be referred to your key contact.
PROJECT DESCRIPTION
Demolition of an existing 50,000 square -foot school and portables in order to construct a new building
with associated site improvements on 9.38 acres.
MAJOR ISSUES
Outlined below is a summary of the major issues of your project based on the plans and information
submitted for preapplication review. These issues can change due to modifications and revisions in the
plans. The major issues section is only provided as a means to highlight critical requirements or issues.
Please be sure to -read the commen- is made by all departments in the following section of this letter.
Wildwood Elementary
September 14, 2018
Page 2
Planning Division
• The project requires a Process III land use application and SEPA pursuant to FWRC 19.15.030 in
conjunction with FWRC Chart 19.200.090.
Per Design Guidelines (FWRC 19.115.100.3): Building facades that exceed 120 feet in length and are
visible from an adjacent residential zone, right-of-way or public park or recreation area shall
incorporate a significant structural modulation (offset). The minimum depth of the modulation shall
be approximately equal to 10 percent of the total length of the subject facade and the minimum width
shall be approximately twice the minimum depth. The modulation shall be integral to the building
structure from base to roofline.
• The site contains and/or is within 225 feet of several environmentally critical areas per the city's
critical areas maps and inventories; see comments below for required reports and review processes
ensuring no development is proposed in off -site buffers.
• Final land use issuance prior to a building permit submittal. A concurrent land use and building
permit submittal would not guarantee expedited building permit processing or approval.
Public Works Development Services Division
Stormwater
• Enhanced Basic water quality treatment and Conservation flow control will be required per the 2016
King County Surface Water Design Manual (KCSWDMand the City of Federal Way addendum to
that manual. Required frontage improvements are also subject to these standards.
Since the project is outside the City Center/Frame Zoning Districts, all stormwater detention facilities
shall be open, above -ground ponds. If open ponds cannot be accommodated on the site, the applicant
shall make a written request to utilize underground detention systems.
General
• The following comments are based on recurring issues that persisted during the Federal Way High
School remodel and will either need to be addressed during permit review and/or construction:
o Include a truck haul route plan in the engineering plan set. The truck haul route must be strictly
adhered to during construction;
o Frontage improvement installation will not be allowed to be deferred until the end of the project,
so that issuance of a Certificate of Occupancy (CO) or Temporary Certificate of Occupancy
(TCO) does not hinge on completion of the improvements. The plan set must include a note that
no TCO or CO will be issued until the frontage improvements are installed and approved. The
permit will also be conditioned as such;
o A construction schedule shall be provided prior to construction, and shall be updated periodically,
to reflect the current state of construction.
Public Works Traffic Division
• Transportation Concurrency Management (FWRC 19.90) — A transportation concurrency permit
with application fee of $4,790.00 (11-50 trips) is required for the proposed project.
• Traffic Impact Fees (FWRC 19.91) — Traffic impact fees are required for elementary schools.
18-103301-00-PC Doc ID: 78097
Wildwood Elementary
September 14, 2018
Page 3
• Transportation Impact Analysis (TIA) — A TIA prepared by a licensed engineer in Washington is
required to assess other significant project impacts and determine traffic and safety mitigation
measures not identified in the concurrency analysis.
• Frontage Improvements (FWRC 19.135.040) — Construct street frontage improvements in existing
right-of-way (ROW) along the property frontage on S 300th Street.
• Access Management (FWRC 19.135.260) — The development shall meet access management
standards.
■ Block Perimeter (FWRC 18.55.010 & FWRC 19.135.251) — The development shall meet block
perimeter requirements of 1,320 feet for non -motorized access and 2,640 feet for streets.
• Intersection Sight Distance — Submit intersection sight distance analysis consistent with AASHTO
guidance.
South King Fire and Rescue
• Prevention: All hydrants shall be operational throughout building demolition and new school
construction.
■ Only one pull station will be allowed. This pull station will be in a staff only area not accessible to
students or the general public.
DEPARTMENT COMMENTS
Outlined below are the comments made by the representatives of each department present at the
preapplication conference. Each section should be read thoroughly. If you have questions, please contact
the representative listed for that section.
COMMUNITY DEVELOPMENT — PLANNING DIVISION
Leila Willoughby -Oakes, 253-835-2644, leila.willoulzhby-oakes(a),cityoffederalway.com
1. Land Use Review Process — The zoning of the subject site is Single Family Residential (RS 7.2).
The RS zoning district permits school uses pursuant to FWRC 19.200.090. The required review
process for the project is Process III, Project Approval.
Process III is a review process conducted by city staff with a final decision issued by the Community
Development Director. The Process III decision criteria are contained in FWRC 19.65.100(2).
The Director of Community Development will issue a decision under FWRC Chapter 19.115,
Community Design Guidelines, related to building and site design, and the CPTED (Crime
Prevention through Environmental Design) principles in conjunction with the Process III land use
decision. The Director's design decision is appealable to the Federal Way Hearing Examiner.
State Environmental Policy Act (SEPA) review is processed concurrently with Process III
applications, with initial public notice of application being issued after determination of complete
application.
A Process III development submittal requirements checklist and master land use application are
enclosed. Building permits can be submitted after land use decision is issued and appeal periods
concluded pursuant to FWRC 19.65.120(2). Appeals are governed by Process IV decision on all land
use applications.
18-103301-00-PC Doc ID: 78097
Wildwood Elementary
September 14, 2018
Page 4
Discussed at meeting: The city asked the following questions:
• Will the site be able to accommodate keeping the existing school, construction area for new school,
and adequate staging area?
■ Are there any off -site plans/development that needs permitting, such as staging areas or temporary
structures? Please provide the city with a detailed student relocation plan with adequate lead time for
city permit intake, review and processing, issuance and inspections if applicable. For example,
FWPS states the potential for using a former DeVry building; any parking lot reconfiguration, new
student drop off zone, or restriping shall be subject to a site plan review. Any new site must comply
with the parking requirements for middle and elementary schools.
■ Applications are processed on a first come first served basis and additional site improvements or
land use approvals may apply to existing structures and developed sites. Please plan these permit
submittals accordingly; this will assist in the expeditious relocation of scholars.
■ Please contact the project planner directly regarding portable permitting requirements if this is the
FWPS plan. FWPS has completed several preapplication conferences since 2015 in the past for
portable permitting.
2. Application Completeness — Within 28 calendar days of receiving an application for Use Process III,
the city shall determine whether the application is complete, as referenced in FWRC ! ;?.. If
found to be complete, prior to the 28-day deadline, a letter of completeness shall be issued indicating
the date the Use Process III is deemed complete. If the city determines the application to be
incomplete, prior to the 28-day deadline, the city shall notify the applicant of what needs to be
submitted for a complete Use Process III application. In this written determination, the city shall also
identify, to the extent known to the city, the other agencies of local, state, or federal government that
may have jurisdiction over some aspect of the proposed development activity. If the Use Process III is
found incomplete and an applicant submits additional information, the city shall notify the applicant
in writing within 14 days, the date the application is deemed complete or whether further additional
information is necessary.
3. Land Use Conditions and Restrictions — Pursuant to FWRC 19.65.100(3) `Conditions and
restrictions,' the director shall include in the written decision any conditions and restrictions that he or
she determines are reasonably necessary to eliminate or minimize any undesirable effects of granting
the application. Any conditions and restrictions that are included become part of the land use
decision. The proposal shall meet the Process III decisional criteria of FWRC 19.65.100(2)(a)(i)-(vi).
Minimum approval criteria to all land use processes and decisions for Process I -IV.
4. State Environmental Policy Act (SEPA) — The project is subject to environmental review under the
State Environmental Policy Act (SEPA) as the proposed development is larger than 12,000 sq. ft..
pursuant to Washington Administrative Code (WAC) 197-11-800(1). If the school district acts as
Lead Agency, the City must agree and recommends consultation between staff and the district to
identify any mitigation that may be needed prior to issuing a threshold determination. In any case, the
SEPA checklist must be submitted for review with the land use application. However, SEPA review
fees would not be required if the City is not the lead agency and a threshold determination shall be
issued prior to a final land use decision by the City of Federal Way's Community Development
Director.
Discussed at meeting: FWPS indicated they would be the Lead Agency and have retained Barghausen
to assist. FWPS has a policy in place with SEPA procedures.
18-103301-00-PC Doc ID: 78097
Wildwood Elementary
September 14, 2018
Page 5
5. Public Notification — The Use Process application requires public notice. Within 14 days of issuing
the Letter of Complete Application, a Notice of Application will be published in the Federal Way
Mirror, mailed to persons within 300 feet of the subject property, posted on the subject property, and
placed at the City's three designated notice boards. The applicant is responsible for posting the notice
board prepared by the City.
The applicant is required to submit one set of stamped mailing envelopes to persons receiving tax
statements within 300 feet of the subject property. The City's GIS Division provides this service for a
fee or the applicant may provide their own mailing envelopes via King County Assessor records or a
title company. Please find the enclosed mailing labels bulletin for further information.
6. Key Development Regulations — All site improvements must comply with the applicable FWRC
development regulations. The following general regulations apply to the proposal.
Required Yards,
50 ft.
Front, Side, Rear
55 ft. above average building elevation for gyms if located 100 ft.
Height of
or more from an adjacent residential zone.
Structure
For all other structures, 30 ft. above average building elevation.
(see enclosed Height Measurement Handout)
Elementary/Middle: 1 parking space for each employee
Parking
(see enclosed Parking Lot Design Criteria Handout)
Maximum Lot
75%
Coverage
For reference, FWRC 19.110.020 (calculating lot coverage) specifies that, "the area of all structures,
pavement and any other impervious surface on the subject property will be calculated as a percentage
of total lot area, exclusive of the area of any recorded access easements, in determining compliance
with maximum lot coverage required in this title."
Meetingfollow-up: Please confirm as proposed Wildwood's building footprint and height comply
with the above bulk zoning regulations. In order to clarify and expedite permitting processes in your
land use application, an explanation of how one complies with the height limit is recommended.
Special Regulations and Notes: FWRC 19.200.090
• This use may locate on the subject property only if it will not be detrimental to the character of
the neighborhood in which it is located and:
a) It will serve the immediate area in which it is located; or
b) The subject property is adjacent to a collector or arterial right-of-way.
• If the use will serve children, the subject property must contain an outdoor play area with at least
75 sq. ft. for each child using the area at any one time. This play area must be completely
enclosed by a solid fence or other screen at least six ft. in height. Play equipment and structured
play areas may not be in required yards.
• Hours of operation and maximum number of attendees may be limited by the City to reduce
impact on nearby residential uses.
18-103301-00-PC Doc ID: 78097
Wildwood Elementary
September 14, 2018
Page 6
• The City may require an on -site passenger loading area, depending on the number and nature of
attendees and the extent and nature of existing street improvements.
• Site design, including the location of parking and passenger loading areas shall be designed to
reduce impacts on nearby residential uses.
• All activities pertaining to schools, such as auto repair or other uses that may impact adjacent
properties, must take place within an enclosed building.
• For all structures except gyms, if the structure is located 100 ft. or more from an adjacent low
density zone, the maximum height may be increased from 30 ft. to 40 ft. if all of the following
criteria are met:
a) The additional height is necessary to accommodate the particular use conducted in the
building; and
b) Each required yard abutting the structure is increased five ft. for each one ft. the structure
exceeds 30 ft. above average building elevation.
• For any structure, including gyms, an increase in height above 30 ft. shall not block views
designated by the comprehensive plan.
• May include accessory living facilities for one staff person.
• This use must comply with the requirements of the State Department of Social and Health
Services and/or the State Superintendent of Public Instruction.
• Minor and supporting structures constructed as a functional requirement of schools may exceed
the applicable height limitation; provided, that the director of community development
determines that such structures will not significantly impact adjacent properties.
7. Environmentally Critical Areas — The subject property contains or is within 225 feet of mapped
critical areas: geologically hazardous areas (GHA), wetlands and an unrated stream. Pursuant to
FWRC 19.145.080, a critical areas report (geotechnical report, wetland and waterway delineation)
that adequately evaluates the proposal and probable impacts is required. The applicant is responsible
for covering the cost of the City's consultants who may review the report per FWRC 19.145.080(3).
Wetlands — A report prepared in conformance with the Critical Areas Ordinance contained in FWRC
19.145.410 is required. If applicable, all or any wetlands and/or buffer must be delineated on the
Process III site plan in conformance with FWRC 19.145.150 and 19.145.420. No development within
a wetland buffer shall be approved unless mitigated and approved by the Community Development
Director.
FWRC 19.145.440 addresses development within wetland buffers. The applicant must demonstrate the
criteria of this section are met in order to develop within wetland buffers.
Geologically Hazardous Areas — It was noted that a Geologically Hazardous Area (GHA), landslide
hazard areas, exist on site, erosion hazard areas. Per FWRC 19.05.070, G definition, landslide hazard
areas are those areas potentially subject to episodic downslope movement of a mass of soil or rock
including but not limited to, the following areas:
a) Any area with a combination of.
i. Slopes greater than 15 percent;
ii. Permeable sediment, predominately sand and gravel, overlying relatively
impermeable sediment or bedrock, typically silt and clay; and
iii. Springs or groundwater seepage.
I8-103301-00-PC Doc ID: 78097
r�
Wildwood Elementary
September 14, 2018
Page 7
b) Any area that has shown movement during the Holocene epoch, from 10,000 years ago to the
present, or that is underlain by mass wastage debris of that epoch.
c) Any area potentially unstable as a result of rapid stream incision, stream bank erosion or
undercutting by wave action.
d) Any area located in a ravine or on an active alluvial fan, presently or potentially subject to
inundation by debris flows or flooding.
e) Those areas snapped as Class U (unstable), UOS (unstable old slides), and URS (unstable
recent slides) by the Department of Ecology's Coastal Zone Atlas.
f) Areas designated as quaternary slumps, earthflows, mudflows, lahars, or landslides on maps
published by the U.S. Geological Survey or Washington State Department of Natural
Resources.
g) Slopes having gradients greater than 80 percent subject to rockfall during seismic shaking.
h) Any area with a slope of 40 percent or steeper and with a vertical relief of 10 or more feet
except areas composed of consolidated rock. A slope is delineated by establishing its toe and
top and is measured by averaging the inclination over at least 10 feet of vertical relief.
The Director may permit development activities on or within 50 feet of a geologically hazardous
area if the development will not be at risk of damage due to the geologic hazard and will not lead to
or create any increased slide, seismic or erosion hazard. Pursuant to FWRC 19.145.250, a
geotechnical report prepared by a geotechnical engineer or engineering geologist licensed with the
state is required in addition to the critical areas report. The report must describe how each of the
proposed developments will impact or be impacted by the following on the property and nearby
properties:
i. Slope stability, landslide hazard, and sloughing;
ii. Seismic hazards;
iii. Groundwater;
iv. Seeps, springs and other surface waters; and
V. Existing vegetation.
Streams — The city's critical area inventory contains a mapped stream within the Wildwood Park. This
feature must be delineated on the Process III site plan per minimum submittal requirements contained
in the enclosed submittal checklist. Please conduct a waterway delineation, rating and stream buffer
location determination. Development may not occur in a stream buffer, even those that extend off -site
onto other properties unless necessary for the reasonable development of the subject property and
cannot be avoided via project redesign per FWRC 19.145.270(1) and 19.145.330(3)(f). Economic
hardship is not considered a decisional criteria for stream buffer approval requests.
8. Tacoma Smelter Plume — The subject property is located in the Tacoma Smelter Plume detect area
containing 20 ppm to 40 ppm arsenic and lead concentration. Please contact the Department of
Ecology regarding the Soil Safety Program (Amy Hargrove, Arny.Hargrove(a3,ecy.wa.gov, 360-407-
6262).
Discussed at meeting: FWPS has retained a consultant to conduct soil testing.
9. Landscaping — A landscape plan prepared by a landscape architect licensed in the state of
Washington, a nursery professional certified pursuant to the Washington Certified Nursery
Professional program, or a Washington State certified landscape technician shall be submitted with
18-103301-00-PC Doe ID: 78097
Wildwood Elementary
September 14, 2018
Page 8
the formal application. It must depict perimeter and interior parking lot landscaping requirements
under FWRC Chapter 19.125 as follows:
a. Perimeter Landscaping —Pursuant to FWRC 19.125.060(2), Single -Family Residential, RS, Type
III landscaping 10 feet in width shall be provided along all property lines of nonresidential uses,
except as provided in FWRC 19.125.070.
Per FWRC 19.125.050, Type IIl landscaping is a mixture of evergreen and deciduous trees, large
shrubs, and groundcover, spaced to provide a visual buffer creating a partial visual separation.
b. Interior Parking Lot Landscaping — Interior lot landscaping per parking space is required in
accordance with FWRC 19.125.070, "Parking Lot Landscaping." Type IV landscaping is required
to be installed at the ends of all rows of parking and disbursed throughout the interior parking
area, in the amount of twenty-two square feet per parking stall when 50 or more parking stalls are
provided. The square footage of each interior parking lot landscaping must be depicted on the
landscape plan. Only those landscape areas that are adjacent to a parking stall will qualify as
interior parking lot landscaping. Light standards may not take the place of required trees in
parking lot landscape islands.
Pursuant to FWRC 19.125.050(4), Type IV landscaping shall consist of trees planted with
supporting shrubs and groundcover. Shrubs shall be pruned at 40 inches in height, and the lowest
tree branches shall be pruned to keep an eight -foot clearance from the ground. One tree per
landscape island up to 150 square feet shall be planted.
10. Clearing, Grading, Tree and Vegetation Retention — The proposal is subject to the provisions of
FWRC 19.120, "Clearing, Grading, and Vegetation and Tree Retention." A clearing and grading plan
that meets FWRC 19.120.020 and FWRC 19.120.040 must be submitted with the formal land use
applications.
The site is subject to tree density requirements of FWRC 19.120.130(2); note that 25 tree units per
acre for single-family zoned sites, minus any proposed public or private streets are required. Tree unit
credits are in table 2 of FWRC 19.120.130(2).
A tree unit is a value assigned to existing trees retained on the property or replacement trees. The
larger the tree, the greater value it is assigned. Required tree density can be composed of retained
trees and replacement plantings per FWRC 19.120.130. (Note: required landscaping trees may be
counted in tree density.) The tree and vegetation plan must clearly show where the tree units are to be
located. The tree and vegetation retention/replacement plan must be prepared by a certified arborist or
certified landscape architect and must include information about tree unit credits and replacement.
11. Community Design Guidelines — The new school is subject to an administrative design review as a
component of the Use Process application pursuant to FWRC Chapter 19.115, `Community Design
Guidelines.' Project designers shall strive for overall design continuity by using similar elements
throughout the project such as architectural style and features, materials, colors, and textures. Building
and site design for institutional uses is guided by FWRC 19.115.100. Please include a written narrative
identifying how the project complies with all applicable design guidelines. Several guidelines
applicable to your project are below.
18-103301-00-PC Doc 1D: 78097
-1\
Wildwood Elementary
September 14, 2018
Page 9
A. Site Design for all zoning districts — [FWRC 19.115. 050]
• Vehicle turning movements shall be minimized. Parking aisles without loop access are
discouraged. Parking and vehicle circulation areas shall be clearly delineated using
directional signage.
• Driveways shall be located to be visible from the right-of-way but not impede pedestrian
circulation on site or to adjoining properties. Driveways should be shared with adjacent
properties to minimize the number of driveways and curb cuts.
• Primary entrances to buildings should be clearly visible or recognizable from the right-of-
way. Pedestrian pathways from rights -of -way and bus stops to primary entrances, from
parking lots to primary entrances, and pedestrian areas, shall be accessible and should be
clearly delineated.
■ Pedestrian pathways and pedestrian areas should be delineated by separate paved routes using
a variation in paved texture and color, and protected from abutting vehicle circulation areas
with landscaping. Approved methods of delineation include: stone, brick or granite pavers;
exposed aggregate; or stamped and colored concrete. Paint striping on asphalt as a method of
delineation is not encouraged.
B. Building design for all zoning districts — [FWRC 19.115. 060]
• Building fagade modulation and screening. Building facades longer than 60 feet that are
visible from the right-of-way and residential zones must provide two of four specific design
treatments: (1) facade modulation, (2) landscape screening, (3) canopy or arcade, and (4)
pedestrian plaza. Please note that if three fagade treatment options are incorporated,
dimensional flexibility can be provided.
• Building articulation and scale. Please refer to the various options for building fagade
articulation. Provide additional treatment for the facades to eliminate the large sections of
wall devoid of wall treatment.
C. Institutional Uses —[FWRC 19.115.100]
• Building facades that exceed 120 feet in length and are visible from rights -of -way and
residential zones shall incorporate a significant structural modulation (offset). The minimum
depth of the modulation shall be approximately equal to 10 percent of the total length of the
subject fagade and the minimum width shall be approximately twice the minimum depth. The
modulation shall be integral to the building structure from base to roofline.
• Roof design shall utilize forms and materials that avoid the general appearance of a "flat"
roof. Rooflines with an integral and obvious architectural pitch are an approved method to
meet this guideline. Alternative distinctive roof forms such as varied and multiple stepped
rooflines, architectural parapets, articulated cornices and fascias, arches, eyebrows, and
similar methods will be considered by the director; provided, that the roof design minimizes
uninterrupted horizontal planes and results in architectural and visual appeal.
Meetingfollow-up: Please note pursuant to FWRC 19.05.090' `I definitions,' and FWRC
19.05.190' `S definitions,' schools are defined as an institutional use.
1 "Institutional uses" mean the following uses: schools, churches, colleges, hospitals, parks, governmental facilities and public
utilities.
18-103301-00-PC Doc ID: 78097
Wildwood Elementary
September 14, 2018
Page 10
FWRC 19.115.100(2), which references FWRC 19.115.090(1)(a), (b), (e), (f), (h), and (i):
(a) Surface parking may be located behind the building, to the side(s) of the building, or
adjacent to the right-of-way; provided, however, that parking located adjacent to the right-of-
way maximizes pedestrian access and circulation pursuant to FWRC 19.115.050(4).
(b) Entrance facades shall front on, face, or be clearly recognizable from the right-of-way,
and shall incorporate windows and other methods of articulation.
(e) Ground -level mirrored or reflective glass is not allowed adjacent to a public right-of-way
or pedestrian area.
(f) [For new fencing] If utilized, chain -link fences visible from public rights -of -way or
adjacent properties, and not screened by Type I landscaping as defined by Chapter 19.125
FWRC, shall utilize vinyl -coated mesh, powder -coated poles, dark color(s), and architectural
element(s) such as pole caps and/or decorative grid pattern.
(h) Parking lots should be broken up into rows containing no more than 10 adjacent stalls,
separated by planting areas.
(i) Pedestrian walkways (minimum six feet wide) shall be provided between the interior of
the project and the public sidewalk.
D. Crime Prevention through Environmental Design (CPTED) — Pursuant to FWRC 19.115.010(2),
the implementation of CPTED principles (Natural Surveillance, Access Control, and Ownership)
is required for all new development projects. The enclosed CPTED checklist must be submitted
with the formal land use application.
Meeting follow-up: Please contact Commander Norman at
Christol2iier.NorEnan.e,iiyoffederalway.com or 206-510-5005 or Commander Grossnickle at
Trac .Grossniekle ci offederalwa .cam or 253-835-6736 if you wish to further discuss
lockdown procedures and FWPD CPTED review of the site and building design.
E. Lighting — Proposed lighting must be shown on the site plan or a separate sheet. In addition to
CPTED lighting standards, the following shall apply per FWRC 19.115.050(7) and FWRC
19.115.100(7): lighting levels shall not spill onto adjacent properties; lighting shall be provided in
all loading, storage, and circulation areas; lighting standards shall not reduce the amount of
landscaping required for the project; and lighting fixtures should not exceed 30 feet in height and
shall include cutoff shields.
12. Loading, Storage, Trash, and Recycling Facilities — These shall be located, designed, and screened
for minimal noise and aesthetic impacts to vehicle and pedestrian circulation areas. FWRC
19.125.040 contains general landscaping requirements for loading areas. Exterior trash receptacles
and recycling are subject to architectural and/or landscape screening requirements and total area
2 "Schools" means institutions of learning, excluding those offering post -secondary education, offering instruction in the several
branches of teaming and study required by the Basic Education Code of the State of Washington to be taught in public, private
and parochial schools, including those disciplines considered vocational, business -related, or trade in nature.
18-103301-00-PC Doc ID: 78097
Wildwood Elementary
September 14, 2018
Page 11
requirements per FWRC 19.125.150. Trash facilities may not be located in required yards (setback
areas) or required landscape buffers. Refer to comments in the Public Works section of this letter.
13. Mechanical Equipment — FWRC 19.110.070 requires vents, mechanical and elevator equipment,
and similar appurtenances that extend above the roofline to be architecturally screened from public
view, with a corresponding elevation detail provided with the formal application.
FWRC 19.115.050.6.b states, site utilities including transformers, fire standpipes and engineered
retention ponds (except biofiltration swales) should not be the dominant element of the front
landscape area. When these must be located in a front yard, they shall be either undergrounded or
screened by walls and/or Type I landscaping, and shall not obstruct views of tenant common spaces,
public open spaces, monument signs, and/or driveways.
14. School Access Analysis — Please see Erik Preston's comments below regarding school access
analysis. At present, the existing rights -of -way around Wildwood do not conform to right-of-way
standards; find the enclosed Federal Way Public School District Access Analysis requirements
applied to all public and private developments.
Please contact the Traffic Division regarding pedestrian connections and improvements
15. Work Hour Variances — FWRC 19.105.040 regulates work hours for development activities and
heavy equipment operations. Exceptions to these timeframes require a complete application and
approval by the Community Development Director, which must be submitted in advance of the
subject request (see enclosed handout).
16. Intake Appointment— Please contact the Permit Center at permitcenter@cityoffederalway.com or
253-835-2607 to schedule your submittal appointment. When submitting more than one land use
application packet, an appointment is required. Please allow adequate lead time on scheduling your
appointment to ensure adequate Permit Center staffing.
17. Application Fees — Please contact the Permit Center at permitcenter@cityoffederalway.com or 253-
835-2607 for the following review fees applicable for your project:
• Process III Project Approval
■ ROW Modification Request
• Concurrency
• Critical Area Report P Party Review Fees (if applicable)
This list does not include building permit, engineering review, inspection, traffic impact, and other
fees that may be applicable prior, concurrent, or following building construction.
18. Approval Duration — Process III decisions expire five years from the date of approval. Engineering
and/or construction plans must be approved, improvements constructed.
18-103301-00-PC Doc ID: 78097
Wildwood Elementary
September 14, 2018
Page 12
PUBLIC WORKS — DEVELOPMENT SERVICES DIVISION
Ann Dower, 253-835-2732, ann.dower@cityoffederalway.com
Land Use Issues — Stormwater
Surface water runoff control and water quality treatment will be required per the 2016 King County
Surface Water Design Manual (KCSWDM). This project meets the requirements for a Full Drainage
Review. At the time of land use site plan submittal, a preliminary Technical Information Report
(TIR), addressing the relevance of the project to the nine core and five special requirements of the
KCSWDM will be required. A Level 1 downstream analysis shall also be provided in the preliminary
TIR. The City has 1" = 100', five-foot contour planimetric maps in GIS format that may be used for
basin analysis.
2. The project lies within a Conservation flow control area, thus the applicant must design the flow
control facility to meet this performance criteria. In addition to flow control facilities, Best
Management Practices (BMP's) are required as outlined in the KCSWDM. The project also lies
within an Enhanced Basic Water Quality Area. Water Quality Treatment shall be designed to meet
the treatment criteria of the Enhanced Basic Water Quality Menu.
In addition to the KCSWDM, our initial review suggests that FWRC Section 19.30.120,
"Nonconforming Water Quality Improvements" applies to this site. Specifically, the following items
are)applicable:
1.b. Redevelopment which involves the construction or replacement of a building footprint or other
structure having a surface area of 5,000 square feet or more, or which involves the expansion of a
building footprint or other structure by 5,000 square feet of surface area or more;
Le. Redevelopment which involves the repair or replacement of 5,000 square feet or more of an
impervious surface, when such redevelopment is not part of a routine maintenance activity;
1.d. Redevelopment which involves the collection and/or concentration of surface and/or stormwater
runoff from a drainage area of 5,000 square feet or more;
Therefore, water quality treatment will be required for the entire site, including new and existing
pollution generating impervious surfaces. Treatment options must be selected from the Enhanced
Basic Water Quality Menu provided in the KCSWDM.
4. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer
must be provided to verify infiltration suitability.
Detention and water quality facilities must be above ground (i.e. open pond). Underground facilities
are allowed only with approval from the City of Federal Way Public Works Department.
6. Show the proposed location and dimensions of the detention and water quality facilities on the
preliminary plans.
7. If more than one acre will be disturbed during construction, a National Pollutant Discharge
Elimination System (NP'DES) construction storm water permit may be required. Information
regarding this permit can be obtained from the Washington State Department of Ecology at
18-103301-00-PC Doc ID: 78097
Wildwood Elementary
September 14, 2018
Page 13
li tp://www.ecy.wa.gQv/programs/wq/stormwater/construction/index.html or by calling 360-407-
6048.
Right -of -Way Improvements
1. See the Traffic Division comments from Erik Preston, Senior Traffic Engineer, for traffic related
items.
2. If an open cut is required within the paved roadway surface of S 300`" St, the applicant shall be
responsible for full -width grind and overlay of the street. This shall include both the property frontage
and any off -site utility extensions.
3. All stormwater treatment and detention requirements outlined above may apply to any improvements
within the public right-of-way.
Building (or EN) Permit Issues
I . Engineered plans are required for clearing, grading, road construction, and utility work. Plans must be
reviewed and approved by the City. Engineering review fees are $2,503.00 for the first 12 hours of
review, and $139.00 per hour for additional review time. A final TIR shall be prepared for the project
and submitted with the engineering plans. Both the TIR and the plans will require the signature/seal
of a professional engineer registered/licensed in the State of Washington.
2. In addition to engineering approval, projects that will be filling or grading in the area of the future
building pads are required to obtain a separate grading permit from the Building Department.
3. The Federal Way Public Works Development Standards Manual (including standard detail drawings,
standard notes, and engineering checklists) is available on the City's website at
htW://www.cilyoffederalwiay.conVindex.aspx?n id= 171 to assist the applicant's engineer in preparing
the plans and TIR.
4. The developer will be responsible for the maintenance of all stonn drainage facilities (including the
detention and water quality facilities) and street systems during the two-year maintenance period.
During that time, the Public Works Inspector will make periodic visits to the site to ensure the
developer's compliance with the maintenance requirements. Upon satisfactory completion of the two-
year maintenance period, the remainder of the bond will be released. Maintenance for public roads
and subdivision drainage facilities then become the responsibility of the City. Maintenance for private
roads and drainage facilities, including short plats, remain the responsibility of the individual property
owners.
5. When topographic survey information is shown on the plans, the vertical datum block shall include
the phrase "DATUM: N.G.V.D.-29" or "DATUM: K.C.A.S.," on all sheets where vertical elevations
are called out.
6. Drawings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper. Site plans shall
be drawn at a scale of 1" = 20', or larger. Architectural scales are not permitted on engineering plans.
7. Provide cut and fill quantities on the clearing and grading plan.
18-103301-00-PC Doc ID: 78097
Wildwood Elementary
September 14, 2018
Page 14
8. Temporary Erosion and Sediment control (TESC) measures, per Appendix D of the 2016 KCSWDM,
must be shown on the engineering plans.
9. The site plan shall show the location of any existing and proposed utilities in the areas affected by
construction.
PUBLIC WORKS TRAFFIC DIVISION
(Erik Preston, PE, 253-835-2744, erik.yreston p�cityoffederalway.com)
Transportation Concurrency Analysis (FWRC 19.90)
Based on the submitted materials for 20,203 square feet of additional elementary school (69,231 sf
proposed, less 49,028 sf existing), using the Institute of Transportation Engineers (ITE) Trip
Generation - 10"' Edition, land use code 520 (Elementary School), the proposed project is estimated
to generate approximately 28 new weekday PM peak hour trips and 141 new weekday AM peak hour
trips. Alternatively, the applicant may submit a site -specific trip generation study for the proposed
development.
2. A concurrency pen -nit is required for this development project. The PW Traffic Division will perform
concurrency analysis to determine if adequate roadway capacity exists during the weekday PM peak
period to accommodate the proposed development. Please note that supplemental transportation
analysis and concurrency mitigation may be required if the proposed project creates an impact not
anticipated in the six -year Transportation Improvement Plan (TIP).
The estimated fee for the concurrency permit application is $4,790 (11-50 trips). This fee is an
estimate and based on the materials submitted for the pre -application meeting. The concurrency
application fee must be paid in full at the time the concurrency permit application is submitted with
land use application. The fee may change based on any changes in the estimated weekday PM peak
hour trips as identified in the concurrency application. The applicant has the option of having an
independent traffic engineer prepare the concurrency analysis consistent with City procedures;
however, the fee remains the same.
Transportation Impact Fees (TIF) (FWRC 19.91)
4. Based on the submitted materials for 20,203 square feet of additional elementary school, the
estimated traffic impact fee is $41,618. Please note, the actual impact fee will be calculated based on
the fee schedule in effect at the time a completed building pen -nit application is filed and paid prior to
pen -nit issuance (FWRC 19.100.070 3(a)). For a change in use for which no building permit is
required, the fee shall be calculated and paid based on the impact fee schedule in effect on the date of
an approved change of use.
Transportation Impact Analysis (TIA) (FWRC 19.135)
5. A Traffic Impact Analysis (TIA) prepared by engineer licensed in the state of Washington is required
for this development project. The engineer should contact the Traffic Division for a scoping sheet in
the initial stages of their study. The TIA should include the following analysis:
■ Queuing analysis at parent drop-off/pick-up driveway.
■ School Bus vehicle turning diagram at east driveway.
18-103301-00-PC Doc ID: 78097
Wildwood Elementary
September 14, 2018
Page 15
■ Intersection Sight distance analysis per AASHTO at school driveway intersections and
identify potential mitigation measures.
• Update school safe walking routes and identify potential mitigation measures.
The TIA should also address the project's traffic impacts on the surrounding neighborhood and
recommend necessary measures, such as traffic calming devices or other measures as needed, to
minimize the project's impact resulting from the revised traffic circulation.
Street Frontage Improvements (FWRC 19.135)
6. The applicant/owner would be expected to construct street improvements consistent with the planned
roadway cross -sections as shown in Map III-4 in Chapter III of the Federal Way Comprehensive Plan
(FWCP) and Capital Improvement Program (CIP) shown as Table III-10 (FWRC 19.135.040). Based
on the materials submitted, staff conducted a limited analysis to determine the required street
improvements. The applicant would be expected to construct improvements on the following streets
to the City's planned roadway cross -sections:
S 300t" Street is a Local street planned as a Type "U" street, consisting of a 32-foot street
with curb and gutter, 4-foot planter strips with street trees, 5-foot sidewalks with
streetlights and utility strips in a 56-foot right-of-way (ROW). Assuming a symmetrical
cross section, half -street improvements are required as measured from the street centerline
with no ROW dedication. On -street parking would only be allowed on the south side of the
street, similar to the existing condition. If the applicant desires parking on both sides of the
street, additional widening would be necessary.
7. The applicant may be required to dedicate additional right-of-way (ROW) to accommodate additional
turn lane or other similar improvements if identified in the transportation impact analysis and/or
property corner radius.
8. The applicant may make a written request to the Public Works Director to modify, defer, or waive the
required street improvements (FWRC 19.135.070). Information about right-of-way modification
requests is available through the Public Works Development Services Division. These modification
requests currently have a nominal review fee of $278.
9. Tapers and transitions beyond the project frontage may be required as deemed necessary for safety
purposes. The taper rate shall be WS60 or as directed by the Public Works Director.
Access Management (FWRC 19.135)
10. Access management standards are based on roadway safety and capacity requirements. FWRC
19.135.280 provides access standards for streets based on planned roadway cross -sections. Please
note that access classifications are per Drawing 3-1A in the Public Works Development Standards.
11. Please show all neighboring driveways within 150 feet of the proposed driveway(s).
12. The intersection sight distance at both driveway intersections appears to be substandard, especially
for busses exiting the driveway at 26t" Ave S. A change in intersection control to a mini -roundabout is
recommended -at the 26t" Ave S intersection and may be required at 24t" PI S as well. Submit an
intersection sight distance analysis for the design vehicle used at the bus access driveway/intersection
18-103301-00-PC Doc ID: 78097
Wildwood Elementary
September 14, 2018
Page 16
with 26t" Ave S / S 3001' St. The analysis shall be conducted in accordance to the latest AASHTO
guidelines (3.5 ft object height, 3.5 ft driver's eye height, 14.5 ft back from the edge of the traveled
way for passenger vehicles) for both passenger vehicles and school busses. The analysis must bear the
seal of a licensed engineer in the state of Washington. The sight distance triangle(s) shall be depicted
on the plan set.
13. Please provide photo documentation within the appendix of the sight distance analysis. A minimum
of one photo looking to the left and one looking to the right will show the location of the viewer in
accordance to AASHTO guidelines. The Site Plan with plan and profile sheets should also be
incorporated into the report to provide the site distance documentation. Indicate if there are any street
trees, landscaping requirements, or any other objects existing or proposed to be within the sight
distance triangle. State if the sight distance requirements are met or not and provide any traffic safety
mitigation measures.
Design Criteria (FWRC 18.55)
14. Block perimeters shall be no longer than 1,320 feet for non -motorized trips, and 2,640 feet for streets
(FWRC 18.55.010 and FWCP Policy TP4.2). Therefore, improvements to the existing primitive
recommended walking route connections to S 302°d St, 241h Pl S, and S 302"d PI to the south and
southwest side of the property would be required. Such connections would require paved walkways
and pedestrian level lighting on the school property similar to Cross -Section Type `AA' Non -
Motorized Path. Traffic Division policy requires that pathways with endpoints that are not intervisible
must have lighting.
15. The walking path connecting to S 302❑d Pl sidewalk near 25"' PI S must be improved to a concrete or
asphalt hard pavement surface within the existing ROW boundaries (and fencing).
16. Minor pavement widening in the northeast corner of the 23`d Ave S / S 300"' St intersection is
required to create a continuous route for the established and improved recommended walking route.
17. A mid -block pedestrian path from the walkway between the driveway loops to the new sidewalk on S
300"' St will be required between 24`1' PI S and 26`h Ave S.
18. Curb extensions or bulb -outs may be required at crossing locations on or near the project frontage to
minimize crossing distances and pedestrian exposure.
Misc. Safety related Comments
19. The applicant must submit a Vehicle Turning Diagram to the Public Works Traffic Division for the
school bus driveway at the intersection of 261h Ave S / S 300"' St. This diagram will show how the
appropriate design vehicle (such as: School Bus) can enter, maneuver, and leave the site without
encroaching onto opposing traffic lanes or mounting a curb.
20. The application should be forwarded to King County METRO for any transit requirements.
PUBLIC WORKS — SOLID WASTE AND RECYCLING DIVISION
Rob Van Orsow, 253-835-2770, robv@cityoffederalway.com
Review FWRC 19.125.150 for solid waste and recycling design requirements; also see the enclosed
checklist. Help with many design parameters related to service access is available via the City's
18-103301-00-PC Doe ID: 78097
Wildwood Elementary
September 14, 2018
Page 17
contracted solid waste services provider, Waste Management. Contact: John Davis — Senior Route
Manager at 206-786-4530 (cell).
Please find the Public Works Solid Waste and Recycling Design Standards enclosed.
COMMUNITY DEVELOPMENT — BUILDING DIVISION
Scott Sproul, Building Official, 253-835-2633, scott.sproul@cityoffederalway.com
1. Building Codes. The structure will be treated as a new building permit application and must meet all
current codes including:
• International Building Code (IBC), 2015
Washington State Amendments WAC 51-50
• International Mechanical Code (IMC), 2015
Washington State Amendments WAC 51-52
• Uniform Plumbing Code (UPC), 2015
Washington State Amendments WAC 51-56 & WAC 51-57
• International Fire Code (IFC), 2015
Washington State Amendments WAC 51 -54
■ National Electric Code (NEC), 2017
• Accessibility Code (ICC/ANSI A117.1), 2009
• International Residential Code, 2015
Washington State Amendments WAC 51-51
• Washington State Energy Code, 2015 WAC 5 1 -11
2. Building Criteria. The following applies to the proposed structure:
• Occupancy Classification: E, B, A-3
• Type of Construction: II-B
• Floor Area: 60,000
• Number of Stories: 2
• Fire Protection: Sprinkler and fire alarm system
• Wind/Seismic: Basic wind speed 8585 Mph, Exposure, 25# Snow load, Seismic Zone D-1
18-103301-00-PC Doc ID: 78097
Wildwood Elementary
September 14, 2018
Page 18
3. Building Permit Application Process. A completed building permit application and commercial
checklist are required. The commercial checklist will be filled out by staff and provided at the time of
Land Use Approval. Copies of application and checklist may be obtained on our web site at
www.cityoffederalway.com.
Appointments are required for intake of new commercial building permit submittals. Please call or
email to schedule an intake appointment with the Permit Center staff at (253)835-2607 or
permiteenter@ciiyoffederalwU.com.
Some projects may require a third parry review or inspection. The cost to cover these fees is the
responsibility of the applicant. Any third party fee is in addition to regular permit fees and costs.
Please note, Land Use Approval is recommended prior to submitting the building permit application
to avoid delay in project review. If the project has not received Land Use Approval, it may be placed
on hold until Land Use review is completed.
4. Review Timing. Federal Way reviews plans on a first in, first out basis; however, there are some
small projects with inconsequential review requirements that may be reviewed out of order.
The first comment letter can be expected within 12 weeks of submittal date. Re -check of plans will
occur in 2 to 4 weeks after re -submittal.
Revised or resubmitted plans shall be provided in the same format, size, and amount as the originally
submitted plans. Revised/resubmitted drawings shall indicate by means of clouding or written
response, what changes have been made from the original drawings. Plans for all involved
departments will be forwarded from the Community Development Department.
5. Other Permits & Inspections. Separate permits may be required for electrical, mechanical,
plumbing, fire suppression systems, and signs. Applicants may apply for separate permits at any time
prior to commencement of construction.
When required, special inspections shall be performed by WABO approved agencies or by agencies
approved by the building official prior to pen -nit issuance. Construction must be approved by all
reviewing departments prior to final building division inspection.
All concerned departments (Planning, Public Works, Electrical, & Fire) must sign off before the
Building Department can final the structure for occupancy. Building final must be approved prior to
the issuance of a Certificate of Occupancy.
Construction projects may be required to have a pre -construction conference. If a pre -con meeting is
required, the general or representative, all subs, the architect or representative, the engineer or
representative, electrical contractor, and any other interested party, should attend this meeting.
Meetings will occur at the Building Department and will be scheduled by the inspector of record for
the project.
6. Site -Specific Requirements.
• Separate demo permit required.
■ Plan review required for electrical systems.
• No code review performed -as plans are in the preliminary design.
■ Retaining wall on site requires a separate building permit if greater than four feet.
18-103301-00-PC Doc ID: 78097
Wildwood Elementary
September 14, 2018
Page 19
The information provided is based on limited plans and information. The comments provided are
not intended to be a complete plan review and further comments are possible at time of building
permit plan review.
LAKEHAVEN WATER AND SEWER DISTRICT
Brian Asbury, 253-946-5407, BAsbury@lakehaven.org
Water
• A Water Certificate of Availability issued separately by Lakehaven may be required to be submitted with
any land use and/or building permit applications (check with land use agency for requirement).
Certificate is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days to
issue for typical processing. 2018 cost for a Water Certificate of Availability is $60.00.
• Hydraulic model results (FF #343a, copy attached) indicate that Lakehaven's standard maximum
allowable system liquid velocity of 10 ft/s in the existing water distribution system, at no less than 20
psi, is exceeded at a fire flow rate above 1,800 GPM. Hydraulic model results (FF #343b, copy
attached) indicate that Lakehaven's standard maximum allowable system liquid velocity of 10 ft/s in
the water distribution system (with existing & onsite system upsizing improvements), at no less than
20 psi, would be exceeded at a fire flow rate above 2,500 GPM. These flow figures depicts the
calculated performance of the existing water distribution system under high demand conditions.
Lakehaven will generate another hydraulic model, to determine the extent of existing system
upgrades that will be required to achieve a minimum onsite fire flow of 2,750 GPM, upon receipt of
the formal Developer Extension Agreement application for this proposed project.
• A Lakehaven Developer Extension (DE) Agreement will be required to construct new and/or abandon
and/or modify existing water distribution system facilities for the proposed development. Additional
detail and/or design requirements can be obtained from Lakehaven by completing & submitting a
separate application to Lakehaven for either a Developer Pre -Design Meeting or a DE Agreement.
Lakehaven encourages owners/developers/applicants to apply for Lakehaven processes separately to
Lakehaven, and sufficiently early in the pre-design/planning phase to avoid delays in overall project
development.
• The site has the following existing water service connections:
• Domestic: SvcNo 11203, 3" meter.
• Irrigation: SvcNo 35720, 2" meter.
• Fire -Protection: SvcNo 37865, 6" line.
• A water service connection application submitted separately to Lakehaven is required for each new
service connection to the water distribution system, or any modification to an existing water service
connection (e.g., larger meter/service, irrigation, abandonment of existing service(s), re -activation, etc.),
in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. Non -single-
family properties require separate domestic (per building, typically, some exceptions allowed), irrigation
(if irrigated landscaped areas are incorporated into the site development), and fire protection (if required
or installed) water service connections & meters.
• For water use during site construction/development, an offsite hydrant meter may allowed to be rented
from Lakehaven for this purpose. Please contact Lakehaven for further detail.
• To satisfy premise isolation requirements, the installation & satisfactory testing of an approved backflow
prevention assembly (BPA) adjacent to each domestic & irrigation service meter is required pursuant to
WAC 246-290-490 & Lakehaven standards regarding premise isolation. As low health cross -connection
hazards, either a doable check valve asserbly (DCVA) or a reduced Pressure back -flow assembly
(RPBA) is required. For fire -protection, and presuming no sprinkler heads are installed >30-feet above
18-103301-00-PC Doc ID: 78097
Wildwood Elementary
September 14, 2018
Page 20
the service/meter elevation, an aboveground reduced pressure detector assembly (RPDA) is required for
3" & larger fire protection service connections. Contact Lakehaven's Cross -Connection Control Program
Manager (Chris Zoepfl, C2oepfl@Lakehaven.org, 253-946-5427) for additional information on premise
isolation/BPA installation & testing coordination.
• The associated DE Agreement must achieve a point of either Substantial Completion or Acceptance, as
determined by Lakehaven, prior to activating any new domestic or irrigation water service connection(s).
■ Based on the proposal submitted, preliminary estimated Lakehaven water service connection
fees/charges/deposits (2018 schedule) will be as follows. Actual connection charges will be determined
upon submittal of service connection application(s) to Lakehaven. Connection charges are separate from
any DE fees/charges/deposits & are due at the time of application for service. All Lakehaven fees,
charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change
without notice.
• Water Service/Meter Installation, 4" Domestic: $2,990.00 drop -in meter deposit. Actual size TBD by
Lakehaven based on applicant's estimated maximum domestic GPM usage rate.
• Water Service/Meter Installation, 2" Irrigation: $867.20 drop -in meter charge. Actual size TBD by
Lakehaven based on applicant's estimated maximum irrigation GPM usage rate.
• Water Service/Meter Installation, Fire -protection flow -detection: $466.12 drop -in meter charge.
• Capital Facilities Charge(s)-Water (presumes similar water usage to current water usage): $0.00. Water
system capacity credits are available for this property from system capacity charges previously assessed,
paid directly to Lakehaven, and/or credited to the property for 37.52 Equivalent Residential Units (ERU).
Please contact Lakehaven for further detail.
Sewer
o A Sewer Certificate of Availability issued separately by Lakehaven may be required to be submitted with
any land use and/or building permit applications (check with land use agency for requirement).
Certificate is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days to
issue for typical processing. 2018 cost for a Sewer Certificate of Availability is $60.00.
o The site has one (1) existing sewer service connection (SSCP 1738).
o A separate Lakehaven Sewer Service Connection Permit is required for each new connection to the
sanitary sewer system or any modification (disconnect, re -align, abandon, etc.) to an existing sewer
service connection, in accordance with standards defined in Lakehaven's current `Fees and Charges
Resolution'. Minimum pipe slope for gravity sewer service connections is 2%. In addition to all other
sewer service installation standards, installation of a Type 1, 48" monitoring manhole is typically
required on the private building sewer line, for all new or modified non-residential connections. Also, if
applicable, see attached Lakehaven Trash/Recycling Enclosure Standards.
o The associated DE Agreement must achieve a point of either Substantial Completion or Acceptance, as
determined by Lakehaven prior to activating any new sewer service connection(s).
o Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection
fees/charges/deposits (2018 schedule) will be as follows. Actual connection charges will be determined
upon submittal of service connection application(s) to Lakehaven. Connection charges are separate from
any DE fees/charges/deposits & are due at the time of application for service. All Lakehaven fees,
charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change
without notice.
o Sewer Service Connection Permit: $303.52 fee.
o Capital Facilities Charge(s)-Sewer (presumes similar water usage to current water usage): $0.00. Sewer
system capacity credits are available for this property from system capacity charges previously assessed,
paid directly to Lakehaven, and/or credited to the property for 37.52 ERU. Please contact Lakehaven for
further detail.
18-103301-00-PC Doe ID: 78097
Wildwood Elementary
September 14, 2018
Page 21
General
• All Lakehaven Development Engineering related application forms, and associated standards
information, can be accessed at Lakehaven's Development Engineering web pages
(http://w%.vw.Iakehaven.org�204/Developrnent-Engineering).
■ All comments herein are valid for one (1) year and are based on the proposal(s) submitted and
Lakehaven's current regulations and policies. Any change to either the development proposal(s) or
Lakehaven's regulations and policies may affect the above comments accordingly.
SOUTH KING FIRE AND RESCUE
Chris Cahan, 253-946-7243, Chris Cahan@southkingfire.org
Water Supply
Fire Flow
The required fire flow for this project is 2750 gallons per minute. A Certificate of Water Availability,
including a hydraulic fre flow model, shall be requested from the water district and provided at the time of
the building permit application.
Fire Hydrants
This project will require three fire hydrants in approved* locations.
Note: The FDC needs to be within 50 feet from a hydrant. As per the plan on page C-300, the current spacing
is 260 feet from the hydrant. The FDC or the hydrant will need to be moved.
*Hydrant spacing along access roads and location in relationship to buildings and sprinkler FDC shall be
approved by the Fire Marshal's Office.
Fire hydrants shall be in service prior to and during the time of construction.
Emergency Access
Fire apparatus access roads shall comply with all requirements of Fire Access Policy 10.006,
h ://southkin fre.or DocumentCenter/Home/View/24.
Designated and marked fire lanes may be required for emergency access. This may be done during the plans
check or prior to building final. Requirements and marking options can be found in Title 8 of the FWRC:
hUp://www.codg.publisliing.coin/WA/FederalWay/.
Fire apparatus access roads shall be installed and made serviceable prior to and during the time of
construction.
Vehicle Access Gates
All vehicle access gates shall comply with Gate Policy. All gates will be fitted with a Knox brand lock, see
hn://southkingfire.org/DOCLtmentCenter/Home/View/2 1.
Fire Department Lock Box
A recessed fire department "Knox" brand key box shall be installed on the building near every locked
entrance. Location(s) will be approved by the plan reviewer or Deputy Fire Marshal onsite.
18-103301-00-PC Doc ID: 78097
Wildwood Elementary
September 14, 2018
Page 22
Fire Sprinkler System
An NFPA 13 fire sprinkler system is required.
An automatic fire sprinkler system shall be installed in all occupancies where the total floor area included
within the surrounding exterior walls on all floor levels, including basements, exceeds 5,000 square feet. Fire
walls shall not be considered to separate a building to enable deletion of the required automatic fire -
extinguishing system.
The system demand pressure (to the source) required in a hydraulically designed automatic fire sprinkler
system shall be at least 10 percent less than the correlative water supply curve pressure.
Fire Alarm
Afire alarm system is required.
City code requires an automatic fire detection system in all buildings exceeding 3,000 square feet gross floor
area. The fire alarm system is required to monitor the sprinkler system including water flow. Provide full
notification as required by NFPA 72. Complete coverage smoke detection is not required for this project.
This fire detection system shall be monitored by an approved central and/or remote station.
Only one pull station will be allowed. This pull station will be in a staff only area not assessable to
students or public.
Emergency Responder Radio Coverage
All buildings in excess of 35 feet in height (per the IBC) shall have approved radio coverage for
emergency responders within the building based upon the existing coverage levels of the public safety
communication system at the exterior of the building, see
http:llsouthlcin fire.orpZDocumentCenterNiew/279.
Door Hardware
Door hardware detail will be required on all doors. Details on the hardware used for the "Lock Down
Procedure" will be required.
CLOSING
This letter reflects the information provided at the preapplication meeting and is intended to assist you in
preparing plans and materials for formal application. We hope you found the comments useful to your
project. We have made every effort to identify major issues to eliminate surprises during the City's
review of the formal application. The completion of the preapplication process in the content of this letter
does not vest any future project application. Comments in this letter are only valid for one year as per
FWRC 19.40.070 (4).
As you know, this is a preliminary review only and does not take the place of the full review that will
follow submission of a formal application. Comments provided in this letter are based on preapplication
materials submitted.
Modifications and revisions to the project as presented for this preapplication may influence and modify
information regarding development requirements outrned above. In addition to this preapplication letter,
18-103301-00-PC Doc ID: 78097
Wildwood Elementary
September 14, 2018
Page 23
please examine the complete FWRC and other relevant codes carefully. Requirements that are found in
the codes that are not addressed in this letter are still required for your project.
If you have questions about an individual comment, please contact the appropriate department
representative noted above. Any general questions can be directed towards me, the key project contact,
Leila Willoughby -Oakes, at 253-835-2644, leila.willoughby-oaken r 61yoffederalway.com or Planning
Manager Robert `Doc' Hansen, at 253-835-2643, robert_Iiansen(@,cityoffederaiway.com. We look forward
to working with you.
Sincerely,
Leila Willoughby -Oakes
Associate Planner
enc: Wildwood Replacement Process III Submittal
FWRC Use Chart 19.200.090
City Critical Area Inventory/Mapping (Wildwood)
Master Land Use Application
Mailing Labels
Hazardous Materials Inventory Statement
Height Measurement
Parking Lot Design Criteria
CPTED Checklist
Work Hour Variance
Solid Waste Design Checklist
Concurrency Application
Right -of -Way Modification Requirements
Administrative Decision Form
South King Access Guideline No. 10.006
Work Hour Variance Request
Lakehaven Map
Lakehaven Trash & Recycling Enclosure Standards
Lakehaven Hydraulic Model Fire Flow Estimate (2)
Demolition Permit Requirements
Appointment Bulletin
Geologically Hazardous Areas
Selecting a Wetland Consultant Bulletin
c: Robert "Doc" Hansen, Planning Manager, via email
Brian Davis, Community Development Director, via email
Scott Sproul, Building Official, via email
Ann Dower, Senior Engineering Plans Reviewer
Erik Preston, PE, Senior Traffic Engineer
Brian Asbury, Lakehaven Water & Sewer District, via email
Chris Cahan, South King Fire & Rescue, via email
18-103301-00-PC Doc ID: 78097
14 Friday, September 28, 2018 Federal Way Mirror
www.federalwaymirror.com
LEGAL NOTh..cS
PUBLIC NOTICE - In accordance with Sec.106 of fy to the Contractor which catch basins within each
the Programmatic Agreement, T-Mobile West, LLC year's annual circuit are to be cleaned no later than
plans to upgrade an existing telecommunications January 30th of the service year. It will be the
facility at 1400 5th Avenue (AKA 500 Union Street) Contractor's responsibility to provide all required
PUBLIC NOTICE - In accord; �Ijith Sec.106 of
the Programmatic Agreement, ...,obile West, LLC
plans to upgrade an existing telecommunications
facility at 1518 1st Avenue South Seattle, WA
98134 . Please direct comments to Gavin L. at
818-898-4866 regarding site SE03422B. Published
in the Federal Way Mirror 9/21, 9/28/18 #826672
Seattle, WA 98101 . Please direct comments to Ga- equipment and labor necessary to complete all re-
vin L. at 818-898-4866 regarding site SE03843D. quested work and properly dispose of collected PUBLIC NOTICE - In accordance with Sec.106 of
Published in the Federal Way Mirror 9/28, water and solids, the Programmatic Agreement, T-Mobile West, LLC
10/05/18 #827206 The Contractor shall complete all annual circuit plans to upgrade an existing telecommunications
PUBLIC NOTICE - In accordance with Sec.106 of cleaning of that year's catch basins within 90 facility at 315 North 36th Street Seattle, WA 98103
the Programmatic Agreement, T-Mobile West, LLC working days of receipt of the .pdf tiles listing Please direct comments to Gavin L. at 818-898-
plans to upgrade an existing telecommunications areas to be cleaned. Approximate quantity of 4866 regarding site SE03540A. Published in the
facility at 501 S. 208th Street Des Moines, WA catch basins cleaned per year, based on previ. Federal Way Mirror 9/21, 9/28/18 #826174
98198 . Please direct comments to Gavin L at ous five year average, is 2,188 Type I or 1L, and PUBLIC NOTICE
818-898-4866 regarding site SE03880A. Published 500 Type II or Manhole (48" or greater). All oth- Jacksons Food Stores, Inc., 3450 East Commer-
in the Federal WayMirror 9/21, 9/28/18 #826160 er "on -call" work shall he performed within the
cial Court, Meridian, ID, 83642-8915, is seeking
PUBLIC NOTICE - In accordance with Sec.106 of response times previously stated. The bidder is urged to check the plans and con- coverage under the Washington State Department
the Programmatic Agreement, T-Mobile West, LLC tract provisions carefully. of Ecology's Construction Stormwater NPDES and
plans to upgrade an existing telecommunications All bid proposals shall be in accordance with the State Waste Discharge General Permit. The pro -
facility at 1624 Boren Avenue Seattle, WA 98101 Instructions to Bidders and all other contract docu- posed project, Jacksons Food Store No. 636, is lo-
Please direct comments to Gavin L. at 818-898 ments. Any questions concerning the description cated at 1520 South 348th Street, Federal Way, in
4866 regarding site SE03846D. Published in the of the work contained in the contract documents King County. This project involves 1.25 acres of
Federal Way Mirror 9/21, 9/28/18 #826159 must be directed to Theresa Thurlow, SWM Divi- soil disturbance for commercial construction ac-
PUBLIC NOTICE - In accordance with Sec.106 of sion Manager, by email at theresa.thurlow®cityof- tivities. The receiving water is Hylebos Creek.
the Programmatic Agreement, T-Mobile West, LLC federalway.com, or by letter addressed to Theresa Any persons desiring to present their views to
plans to upgrade an existing telecommunications Thurlow, SWM Division Manager, Public Works the Washington State Department of Ecology re -
facility at 1100 5th Avenue Seattle, WA 98101 . Department. The questions must be received by garding this application, or interested in Ecology's
Please direct comments to Gavin L. at 818-898- the City on or before October 10, 2018, to'allow a action on this application, may notify Ecology in
4866 regarding site SE03863D. Published in the written reply to reach all prospective Bidders be- writing no later than 30 days of the last date of
Federal Way Mirror 9121, 9/28/18 #826157 fore the submission of their bids. publication of this notice. Ecology reviews public
PUBLIC NOTICE - In accordance with Sec.106 of BIDDING DOCUMENTS: comments and considers whether discharges from
the Programmatic Agreement, T-Mobile West, LLC Free -of -charge access to project bid documents this project would cause a measurable change in
plans to upgrade an existing telecommunications (plans, specifications, addenda, and Bidders List) receiving water quality, and, if so, whether the pro -
facility at 2150 N. 107th Street Seattle, WA 98125 . is provided to Prime Bidders, Subcontractors, and ject is necessary and in the overriding public inter -
Please direct comments to Gavin L. at 818-898 Vendors by going to www.bxwa.com and clicking est according to Tier II antidegradation require-
4866 regarding site SE01210C. Published in the on "Posted Projects," "Public Works," and "City of ments under WAC 173-201A-320.
Federal Way Mirror 9/21, 9/28/18 #826172 Federal Way." This online plan room provides Bid- Comments can be submitted to:
ders with fully usable online documents with the Department of Ecology
ability to: download, view, print, order full/partial Attn: Water Quality Program,
plan sets from numerous reprographic sources, Construction Stormwater
Federal Way and a free online digitizer/take-off tool. It is rec- RO. Box47696, Olympia, WA 98504-7696
ommended that Bidders "Register" in order to re- Published in the Federal Way Mirror September 28
ceive automatic e-mail notification of future adden- & October 5, 2018 #827130
CITY OF FEDERAL WAY da and to place themselves on the "Self -Registered
REQUEST FOR BIDS Bidders List." Bidders that do not register will not LEGAL NOTICE
Notice of Application/Consultation 2019/2020 Surface Water Management (SWM) be automatically notified of addenda and will need & Request for
Vactor Services and Drainage Infrastructure to periodically check the on-line plan for addenda Public Comments on SEPA Review for 'Wildwood
Maintenance RFB # 18-011 issued on this project. Contact Builders Exchange Vement ry School Replacement Project. No.
SUBMITTAL OF SEALED BIDS: FildPSc T8 W!L
Notice is herebygiven that the City of Federal Way, of Washington w h access
25or regi should you re- project Proponent and SEPA Lead Agency: Federal
g ty Y quire assistance with access or registration.
Washington, will receive sealed bids through Octo- An informational copy of plans, specifications, Way Public Schools, Capital Projects and Mainte-
ber 17, 2018, until 3:00 p.m., at the City Hall Pur- and addenda are also available for viewing only at nance & Operations Departments
chasing Office or by US Mail at City of Federal the Public Works Department, Federal Way City Description of Proposal: The purpose of this pro -
Way, Purchasing Office, 33325 8th Avenue South, Hall, 33325 8th Avenue South, Federal Way, Wash- ject is to replace an existing elementary school for
Federal Way, Washington 98003. Proposals re ington. Federal Way Public Schools (FWPS) as part of a
ceived after 3:00 p.m. on said date will not be con- The City, in accordance with Title VI of the Civil recent bond measure passed by voters in Novem-
sidered. Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d ber 2017. Wildwood Elementary School is located
BID OPENING: to 2000d-4 and Title 49 C.F.R., Department of on the existing 9.38-acre site at 2405 S 300th
All bids will be opened and read publicly aloud at Transportation, Subtitle A, Office of the Secretary, Street, Federal Way, Washington, 98003. The ex-
3:10 p.m. on Wednesday, October 17, 2018, at Hy- part 21, Nondiscrimination in Federally -assisted isting school was built in 1967 with various addi-
lebos Conference Room, 33325 8th Avenue South, programs of the Department of Transportation is- tions and modernizations over the years, with the
Federal Way, Washington, for this RFB. sued pursuant to such Act, hereby notifies all bid- last remodeling completed in 1991. The existing
All bid proposals shall be accompanied by a bid ders that it will affirmatively ensure that in any facility occupies the northern portion of the site,
deposit by a cashier's or certified check, or Bid contract entered into pursuant to this advertise- extending east to west, and is comprised of a sin -
Bond in an amount equal to five percent (5%) of ment, disadvantaged business enterprises as de- gle-story building with classrooms arranged along
the amount of such bid proposal. Should the suc- fined at 49 CFR Part 23 will be afforded full oppor- a double -loaded corridor; four portable classrooms
cessful bidder fail to enter into a contract and fur- tunity to submit bids in response to this invitation are also located onsite. Playfields occupy the
nish satisfactory Performance Bond within the time and will not be discriminated against on the southern portion of the site.
stated in the specifications, the bid deposit or bond grounds of race, color, national origin, or sex in The project will include the demolition of the exist -
shall be forfeited to the City of Federal Way. consideration for an award. The City encourages ing facility and construction of a new 2-story ele-
DESCRIPTION OF WORK: minority and women -owned firms to submit bids mentary school campus to maximize site area and
The City seeks the services of a skilled independent consistent with the City's policy to ensure that increase efficiency. Frontage improvements will be
contractor ("Contractor") capable of working with- such firms are afforded the maximum practicable limited to the south side of South 300th Street;
out direct supervision to perform "on -call" and opportunity to compete for and obtain public con- proposed improvements will include standard ele-
emergency vacuum/jet nodding and hydra-excavat- tracts, ments encompassing a driving lane, parking lane,
ing services on City storm drain systems and relat- The Contractor will be required to comply with all planter strip and sidewalk in accordance with Fed-
ed work as further described in the 2019/2020 local, State, and Federal laws and regulations per- eral Way requirements. To meet ADA compliance
Surface Water Management (SWM) Vactor Servic- taining to equal employment opportunities: requirements, ADA ramps will be provided at the
es and Drainage Infrastructure Maintenance Agree- The City anticipates awarding this project to the curbs for both main driveway access points.
ment ("Agreement," attached hereto as Attachment successful bidder and intends to give Notice to The new facility will be approximately 69,231
J and incorporated by this reference). Work will Proceed as soon as the Contract and all required square feet with thirty early learning, primary and
occur within the street right-of-way ("ROW"), City associated documents are executed in full. Regard- intermediate teaching stations and will include the
owned property, or drainage easements. Typical less of the date of award, or Notice to Proceed, the construction of new playfields, paved parking and
structures to be maintained and/or serviced are Contractor must complete all work under this pro- access drives, pedestrian pathways, landscaping,
catch basins, also known as CBs (Type I, Type 1L, ject by December 31, 2020. exterior lighting and other site improvements out -
and Type II), manholes (MH), vaults, oil/water sep- RESERVATION OF RIGHTS: lined in preliminary plans prepared in support of
arators, drainage pipes, and culverts. It will be nec- The City of Federal Way reserves the right to reject this application. Given the limited site access and
essary to enter confined spaces to clean and/or any and all bids, waive any informalities or minor available area to build a new school, FWPS has de -
perform visual inspections of certain pipes and irregularities in the bidding, and determine which cided the school will be located offsite during can -
structures. The work shall be performed as needed bid or bidder meets the criteria set forth in the bid struction. Design of the facility promotes a safe
by the City. Typical work hours are 7:00 a.m. to documents. No bidder may withdraw his bid after and welcoming environment, a clearly articulated
5:00 p.m., Monday through Friday. The City antici- the hour set for the opening thereof unless the building and site organization which is easy to
pates repetitive assignments throughout the year. award is delayed for a period exceeding thirty (30) navigate, providing a design of the site and indoor
The amount of work may vary from month to days. areas to support use by the community, using
month. Contractor shall perform services within Dated the 18th day of September, 2018. durable and easily maintainable materials to create
24 hours of receiving notification from the City to Dates of Publication: a flexible instructional space capable of evolving to
perform services. For emergency services, the Tacoma News Tribune: September 21, 2018 meet future demand.
City will require a maximum two hour response September 28, 2018 The existing vehicular access points, site circula-
time from time of notification and priority over oth- Daily Journal of Commerce: September 21, 2018 tion patterns and parking lot layouts will be modf-
er non -contract customers, September 28, 2018 Pied and reconfigured for the new school develop -
For non -emergency work, the City will provide the Federal Way Mirror: September 21, 2018 ment. The proposed school building will be rotated
Contractor notification of work and a .pdf file list- September 28, 2018 to front South 300th Street and setback further
ing of the areas to be cleaned The City will identi- #826519 south on the site. Preliminary civil engineering
plans project 11 % of the site will be covered by the
new schools and a total of approximately 37% of
the site covered by impervious surfaces. Project
grading activity may result in extensive quantities
(CY/cubic yards) of cut and fill; current estimates
indicate 20,000 CY cut and 3,000 CY of fill. All ex-
isting fill beneath proposed foundations will need
to be removed and replaced with structural fill or
controlled density fill; extending laterally by a dis-
tance equal to the depth of overexcavation. The
amount of cubic yards cut and the amount and
source of fill will be finalized with construction
plans; only approved sources of clean fill materials
will be used. Temporary erosion is a possibility as-
sociated with construction activity; final permit
plans will include a temporary erosion and sedi-
mentary control (TESC) plan; implemented using
the best management practices (BMPs) associated
with erosion prevention and control.
Water quality treatment is required for pollution
generating impervious surfaces, and the project
will be required to comply with jurisdictional flow
control requirements. Soil conditions in the site
area are not conducive to infiltration, eliminating
options to use bioretention facilities or permeable
pavement to mitigate stormwater runoff. Since on -
site infiltration is infeasible, the stormwater man-
agement strategy for water quality treatment and
flow control will encompass the use of large sand
filter systems and detention facilities. The site re-
sides within a designated Enhanced Basic Water
Quality Treatment area. In order to meet this level
of required treatment, three (3) sand filter facilities
are proposed for various areas of the site to treat
runoff from target pollution generating impervious
surfaces such as the parking lots, drive aisles,
service areas, and synthetic turf playfield. The site
is also located within a designated Conservation
Flow Control Area. To address this level of required
flow control, detention facilities are currently pro-
posed for the site.
Location: The site is located at 2405 S 300th
Street, Federal Way, Washington, 98003. The King
County Tax Parcel Number is 042104-9167 and it
is located in the SE quarter of Section 04, Town-
ship 21 N, Range 4 E.
Acting as the SEPA lead agency, FWPS will issue a
final Threshold Determination regarding the propo-
sal following the 21-day public comment period.
The Wildwood proposal includes mitigation meas-
ures and is unlikely to have any probable signifi-
cant adverse impact on the environment-, therefore,
an Environmental Impact Statement may not be re-
quired under RCW 43.21C 030(2)(c). City of Feder-
al Way staff will perform intake for plan review of
the land use and construction permits required for
the proposal. In making a final Threshold Determi-
nation, the Responsible Official will review the
completed environmental checklist and other envi-
ronmental information on file with FWPS and the
City of Federal Way.
During the 21-day public comment period, the offi-
cial project file containing the SEPA checklist and
related plans and documents is available far public
review during normal business hours at the follow-
ing locations:
• FWPS Website www.fwps.org/SEPA
• FWPS Educational Service Center 33330 8th Ave-
nue South, Federal Way, WA 98003,
(253) 945-2000
• FWPS Support Service Center 1211 S 332nd
Street, Federal Way, WA 98003, (253) 945-5930
(FWPS Record Depository)
• Federal Way 320th Public Library 848 South
320th Street, Federal Way, WA (253) 839-0257 ...
Open: 10:00 AM, Monday -Saturday
Public and Agency Comments: The lead agency is
issuing a Notice of Application/Consultation & Re-
quest for Public Comments / Notice of Proposed
Determination of Non -Significance (DNS) for a
21-day comment period, October 1, 2018 through
5:00 PM, October 23, 2018, in accordance with
procedures set forth in the FWPS Administrative
Policies and Procedures, "State Environmental
Policy Act Compliance: 6890," and the Federal Way
Revised Code. The Threshold Determination will be
based on the public record including comments
from property owners receiving mailed notice with-
in 1,000 feet of the property, members of the pub-
lic or public agencies or tribe comments received
by 5:00 PM, October 23, 2018 (via US Mail, hand
delivery or email) at address below. Please refer
questions to: Ray Vefik, Capital Projects Manager,
(253) 945-5930, or rvefik®fwps.org.
Appeal Procedure: The issuance of a Threshold De-
termination is subject to review under the Wash-
ington State Environmental Policy Act (SEPA).
Should a petitioner wish to appeal said Determina-
tion, the process and timing of the judicial appeal
procedure detailed in Revised Code of Washington
(RCW) 36,070C.040 shall be followed; immediately
within the appeal period provided under statute.
Appeal proceedings for review under this chapter
will require filing a land use petition in Superior
Court. There is no separate administrative SEPA
CITY OF
Federal Allay
August 2, 2018
Mr. Ray Vefik
Mr. Mike Benzien
Federal Way Public Schools
1211 South 332nd Street
Federal Way, WA 98003
rvefikns.org
mbenzien@61q2..ar
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. cityoffederalway.. com
Jim Ferrell, Mayor
FILE
Re: PREAPPLICATION CONFERENCES SCHEDULED
File 18-103302-PC, Mirror Lake Elementary, 625 South 314th Street, Federal Way
File 18-103300-PC, Lake Grove Elementary, 303 SW 308th Street, Federal Way
File 18-103301-PC, Wildwood Elementary, 2405 South 300th Street, Federal Way
Dear Mr. Vefik & Mr. Benzien:
The Community Development Department is in receipt of your preapplication conference requests. The
applications have been routed to members of the Development Review Committee (DRC) and a meeting
with the project applicant has been scheduled as follows:
9:00 a.m. — Thursday, August 23, 2018
Hylebos Conference Room
Federal Way City Hall, 2Rd Floor
33325 8th Avenue South
Federal Way, WA 98003
We look forward to meeting with you. Please coordinate directly with anyone else you would like to attend
the meeting as this will be the only notice sent by the department. If you have any questions regarding the
meeting, please contact me at robert.h sen city ffederalwa -.com, or 253-835-2643.
Sincerely,
Robert "Doc" Hansen
Planning Manger
c: Stacey Welsh, Senior Planner
Becky Chapin, Senior Planner
Leila Willoughby -Oakes, Associate Planner
18-103302-00-PC Doc. LD. 78105
Leila Willoughby -Oakes
From:
Doc Hansen
Sent:
Wednesday, September 26, 2018 5:03 PM
To:
'Ray Vefik'
Cc:
Stacey Welsh; Becky Chapin; Leila Willoughby -Oakes; Jim Harris; Natalie Kamieniecki
Subject:
SEPA Issues
Ray;
It was been brought to my attention this morning by my staff that they have received a number of calls from School
District staff and consultants with SEPA questions regarding the school projects. SEPA is a funny animal, and I want to
re-emphasize that even though we can be a lead agency, because we are not, we cannot provide assistance to you
regarding the process. The school district has chosen to be their own lead agency, which is appropriate. But as such,
you have to choose your method of public notice, any signs that you wish to use, process of threshold determination
and process of appeal as long as it conforms to WAC 197-11, the SEPA law. Our processes and notice of determination
are provided us by Code when we are lead agency for a project. Your consultant, Barghausen, is quite familiar with the
SEPA process and you will have to follow the WAC 197.11 guidelines in whatever manner you wish. One of the issues
that we brought out in our first meetings before the DRC was that because we are not the lead agency, we cannot do
the work for the lead agency. If you have questions regarding SEPA, they should be directed to your consultant or to
DOE in Olympia.
It was also brought to my attention that phone messages were received at the main City number. It is important that
contact with the planner involved in a specific project be contacted at their direct line for most prompt
response. Because of the large number of calls that come to the City, planning staff will sometimes not receive a
message for days if it is left on the main phone line. Let me know if you need the line numbers for all the planners
assigned to the project.
Finally, I think it is going to most prudent for the District to submit the applications for the District projects as soon as
you can so that the planners can deliver application packets to each division for review. Review can take between 5 and
8 weeks, and when comments are made, resubmittals will be necessary in order to obtain final land use approval.
Please call me if you have any questions or if you wish to discuss this. Thanks.
Robert "Doc" Hansen
Planning Manager
A FederaI Way
Community Development Department
33325 8th Avenue South
Federal Way, WA 98003-6325
Phone: 253/835-2643
www.cityoffederalwaV.co m
DATE:
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT DEPARTMENT �]
DEVELOPMENT REVIEW COMMITTEE
August 2, 2018
TRANSMITTAL. ��c� �,•
` k-i
TO: Cole Elliott, Development Services Manager
Scott Sproul, Building Official
Rick Perez, City Traffic Engineer
Brian Asbury, Lakehaven Water & Sewer District
Chris Cahan, South King Fire & Rescue
Lindsey Sperry, Public Safety Officer
Rob Van Orsow, SW/Recycling Coordinator (via DS)
Plans Review, KC Metro (Emailed)
FROM: Leila Willoughby -Oakes
FOR DRC MTG. ON: August 16th- Internal
August 23rd with applicant
MATERIALS ARE ALSO UPLOADED TO THE FTP SITE*
C� Inbox 4 FWPS
.................................................... .
FILE NUMBER(s): 18-103301-00-PC
PROJECT NAME: WILDWOOD ELEMENTARY SCHOOL -REBUILD
PROJECT ADDRESS: 2405 S 300TH ST (PARCEL NO. 042104-9167)
ZONING DISTRICT: RS 7.2 �)O� ED
PROJECT DESCRIPTION: Demolition of existing school and construction of a
new 60,000 square foot school building.
PROJECT CONTACT: Mike Benzien (mbenzien@fwps.org)
Ray Vefik, Capital Projects Manager (rvefik@fwps.org)
Federal Way Public Schools
MATERIALS SUBMITTED: Proj ect Description �. {�(6C tX-A i
-- Plan Set
L l Mapping (Critical Area / eria. �` Ir
lvx;'t (U'VV..Lu' 5c
t � _
r
rLc-d
.�>
ft�K&Y_ C�1_ 'P4
/2 �Ii't k� ie3 J ��2 rSK 0--
rj PIP L�_j
�_C/S rx�6
U&tI(� f/-4r�'L1�
MEMORANDUM
CITY OF
Federal Allay
SUBJECT: WILDWOOD ELEMENTARY SCHOOL - (18-103301-00-PC)
2405 S 300TH ST
anCan�al�ndncL
v
Community Development Department
Z j
Pre -application Conference Sign in Sheet
City of Federal Way
COMMUNITY DEVELOPMENT REVIEW COMMITTEE
August 23, 2018
Project Name: Wildwood Elementary (Demolition/Rebuild)
Address: 2405 S. 3W' Street (Parcel: 042104-9167)
File Number: 18- 103301-00-PC
City Hall
Hylebos Room
*You will receive a pre -application summary letter within 2-3 weeks of the meeting.*
NAME
DEPARTMENT / DIVISION
TELEPHONE NUMBER
1.
Leila Willoughby -Oakes
Associate Planner
CD/Planning
253-835-2644
Leila. willoushby-oakes(&riiyoffederalm.cnm
2.
Brian Asbury
Lakehaven Water & Sewer
District
3.
Cole Elliott
PW/Dev. Svcs.
4.
Chris Cahan
South King Fire & Rescue
5.
Robert Hansen, Planning
Manager
CD/Planning
253-835-2643
6.
7.
8.
9.
10.
11.
12.
Pre -application Conference Sign in Sheet
13.
14.
15.
16.
17.
18.
19
20.
Leila Willoughby -Oakes
From: Doc Hansen
Sent: Friday, August 17, 2018 12:47 PM
To: Ann Dower, Becky Chapin; 'Bill Nelson'; 'Brian Asbury'; Chris Cahan; Cole Elliott; Erik
Preston; Jim Harris; Kevin Peterson; Leila Willoughby -Oakes; Doc Hansen; Sarady Long;
Scott Sproul; Stacey Welsh; Soma Chattopadhyay
Cc: Brian Davis
Subject: Internal DRC Meeting
I want to thank you all for coming yesterday's morning meeting and summarizing the issues that we will want to bring
out next week in the meetings with the School District and the three new schools they are proposing. What I took away
from the meeting is:
• All the schools are unique and that there are too few "cookie cutter" items with all proposals justifying these
items for separate comment. Therefore, circumstances for each school will be handled individually even if the
request is the same for all three proposals.
• Since the meeting will involve dealing with one school at a time, each school will get an individual report to
avoid any confusion.
• People will emphasize, when questioned about timeline, what they need for each school while keeping other
projects to be completed in mind. While these are important projects, they have to be considered with other
projects, especially given shortage of staff.
■ We want to address items that have to be met before a CO can be given, and not even mentioning at this time a
TCO alternative because of our experiences with the new High School. There is a need to have all things
completed before they occupy the buildings.
• Police should be involved in this discussion (or at least advised of the discussion) so that they can discover or
advise on new safety processes by the time the schools open.
If you see something I missed or wish to add to this overall summary, please respond to everyone. Our objective is
provide them as much information as possible based upon information they have submitted in order to reduce re -
reviews. Those of you who are attending review for all three schools should plan on at least 2 hours for this meeting
considering any breaks between each review. Again, I want to thank you all for your participation in this matter.
Robert "Doc" Hansen
Planning Manager
Federal way
Community Development Department
33325 8th Avenue South
Federal Way, WA 98003-6325
Phone: 253/835-2643
www.citvoffederalway.com
Leila Willoughby -Oakes
From: Doc Hansen
Sent: Friday, August 10, 2018 12:19 PM
To: 'Ray Vefik'
Cc: Mike Benzien; Casey Moore; Paula Benz; Dan Gendreau; Michael Swartz; Brian Davis;
Stacey Welsh; Becky Chapin; Leila Willoughby -Oakes
Subject: RE: FWPScp18-MLW-SEPA Checklist & SEPA Schedules
Mr. Vefik;
I am not quite sure what you want me to review on the checklist summary. What you have listed are the subjects that
exist upon a SEPA environmental checklist and all of them have to be answered, even if the subject (such as Shoreline
Master Plan) is not applicable.... it should be entered as "not applicable." When you called me this morning, I thought
you wanted me to review the completed checklist.
In regards to the schedule of the SEPA determination, I think there may be a misunderstanding of what is necessary for
complete SEPA review. The threshold determination is made by the lead agency after the review of the checklist. The
school district will the sign the checklist and then they will make a threshold decision of Determination of Significant
impact (DS), of Significant Impact with Mitigation of those impacts (MDNS), or of Determination of Non -Significant
impact (DNS) after the signature after the checklist. The lead agency (you) publish the threshold determination in the
official newspaper (Mirror is ours) provide the determination through mail to other parties providing the public fourteen
days to comment. The "public" should also involve public agencies (DOE, State Official SEPA administrator so that they
can place it on their list provided on a website, tribes, impacted fire districts, DSHS, etc.). After the 14 day comment
period, you issue the final threshold determination and publish that and send it out to the same parties. This the
starting date in which the public notified who have made comment during the comment period has an opportunity to
appeal the decision ... an appeal which must be filed 21 days after the final threshold determination. Unless the
determination is appealed, that is the end of the SEPA process. This total process outside of the preparation of the SEPA
checklist can take as little as 35 days, and not 7 months as you have indicated unless your schedule indicates items other
than the process of SEPA or you are doing SEPA for each of the projects at different times.
Questions you will want to address perhaps in your original presentation to the staff at the pre -application:
1. Are these facilities planned to be completed/constructed at the same time?
2. If not, is there an order that these will be completed?
3. What is unique in each of the facilities (presence of critical areas, design in relation to location to residences, site
locations that might have impact differences in access constraints, storm water system design, etc.)
Please call me with any questions you might have.
Robert "Doc' Hansen
Planning Manager
Federal Way
Community Development Department
33325 8th Avenue South
Federal Way, WA 98003-6325
Phone: 253/835-2643
www.cityoffederalway.com
From: Ray Vefik [mai[to:rvefik@fwts.org]
Sent: Friday, August 10, 2018 10:08 AM
To: Doc Hansen
Cc: Mike Benzien; Casey Moore; Paula Benz; Dan Gendreau; Michael Swartz
Subject: FWPScp18-MLW-SEPA Checklist & SEPA Schedules
Good Morning Doc Hanson,
Per our phone call this morning, the FWPS Pre Application Conference for Federal Way Public Schools (FWPS) has been
scheduled for Thursday, August 23, 2018 at 9 AM for the following projects:
1. File 18-103302-PC, Mirror Lake Elementary, 625 South 314th Street, Federal Way
2. File 18-103300-PC, Lake Grove Elementary, 303 SW 308th Street, Federal Way
3. File 18-103301-PC, Wildwood Elementary, 2405 South 300th Street, Federal Way
FWPS will be the lead agency for SEPA Development of the above listed projects. The attached PDFs are FWPScp18-
MLW-SEPA Checklist & SEPA Schedules for each project, which FWPS would like to review with the City of Federal Way
at the Pre Application Conference to get their input and feedback to the procedure(s) being proposed.
If there are any questions, please call.
We are looking forward to the Pre Application Conference with the City of Federal Way.
Thank you,
Ray Vefik RA AIA NCARB
Capital Projects Manager
rvefik@fwps.org
Cell 206.919.0372
Tel 253.945.5957
FEDERAL WAY
PUBLIC SCHOOLS
4011kkL�
CITY
Federalo.
Way
RECEIVEDIASTER LAND USE APPLICATION
DEPARTMENT OF COMMUNITY DEVELOPMENT
33325 8`h Avenue South
JUL 2 5 2018 Federal Way, WA 98003-6325
253-835-2607;Fax 253-835-2609
CITY OF FEDERAL WAY www.ci!yoffederalway.com
COMMUNTY DEVELOPMENT
APPLICATION NO(s) ? — I zl)3,0 / — P Datey l , ` Z�
Project Name 1Lo �4 /�--�—� aA/E & � P-y �C�O L
Property Address/Location
z4�5S_ �'� 5r
W A 7, cxJ) 4, �--c5 CEO 3
A-z � `
Parcel Number(s) � 4
Project Description �M C>t_ (S Ra; � C Ey-t SV-4 rzEz dO &A a JT'�
PLEASE PRINT
Type of Permit Required
_ Annexation
Binding Site Plan
Boundary Line Adjustment
Comp Plan/Rezone
Land Surface Modification
Lot Line Elimination
Preapplication Conference
Process I (Director's Approval)
Process II (Site Plan Review)
Process III (Project Approval)
Process IV (Hearing Examiner's Decision)
Process V (Quasi -Judicial Rezone)
Process VI
SEPA w/Project
SEPA Only
Shoreline: Variance/Conditional Use
Short Subdivision
Subdivision
Variance: Commercial/Residential
Required Information
c!N4L.Mr-A,"11- — iuLJtTf7Zz,S.
Zoning Designation
`
J_OCA� . Comprehensive Plan Designation
Value of Existing Improvements
�i oo Value of Proposed Improvements
International Building Code (IBC):
6� 'Ir-5 A— 3 Occupancy Type
`typc i — Construction Type
M
Applicant
Name:►rA E �44�P-A C` A, Y .�i�lG SCl-fcYx-S
Address: i-Z I L S- 3 31_Z'_ r
City/State: ��.I� C.�`1� A
Zip: C? 3 �45 5 �30
Phone: Z 5 7
Fax: ZS 3—
Email:c�l
Signature:
Agent (if different than Applicant)
Name: cgg.J5 2�
Address:saa
City/State: LAJA
Zip: Cl a i a
Phone: 2- c-58 7-04
Fax: A/O d-F
Email:ri/G-r `s tF $ ` ov'y
Signature:�f
Owner
Name: [ �✓3 �' 'C ��� SC
Address: i
Citylstate:��L f w
Zip. g600;
Phone:
Fax:
Email: J
Signature:
SCE-0
L
Bulletin #003 —January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application
12
I
RECEIVED
JUL 2 5 2018
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
i7ntegrursTURE11
!.�r
Federal Way Public Schools
Lake Grove, Mirror Lake, Wildblood ES
Schematic Design
Summer 1 2018
Design Narratives
• Architectural
* Structural
• Civil
• Landscape
• Mechanical
• Electrical
• Food Service
Code Analysis
design narratives
Architectural Narrative
Overview: Federal Way Public Schools
Federal Way Public Schools serves approximately 23,000 scholars Kindergarten through
Grade 12 in the communities of Federal Way and portions of three other cities, Des Moines,
Auburn, and Kent in Washington State. The district has 38 schools, employs over 2,500
staff members, and offers a wide variety of educational opportunities from early childhood
to college preparation and specialized schools for alternate learning experiences. FWPS is
committed to equity in education, high expectations for all, and partnering with families and
the community to ensure that all children achieve their potential.
Federal Way Public Schools has established a track record of innovation to ensure that each
scholar graduates with the skills and academic knowledge. The district mission statement
reads: "In an environment of high expectations, high support, and no excuses, the staff of
Federal Way Public Schools will continually learn, lead, utilize data, and collaborate to ensure
our scholars have a VOICE, a DREAM, and a BRIGHT FUTURE."
Project Description
The purpose of the project is to replace three existing elementary schools for Federal Way
Public Schools as part of the bond measure passed by voters in November 2017. The
guiding principles developed by the Facilities Planning Committee serve as benchmarks for
these projects. The guiding principles are advance strategic goals, learner centered, equity
of opportunity, personalized environments, sustainability, safety, community connections,
aesthetics, and right size for growing communities. The three schools being replaced by this
project are Lake Grove Elementary School, Mirror Lake Elementary School, and Wildwood
Elementary School.
Lake Grove
Lake Grove Elementary School is located on an existing 9.44-acre site at 303 Southwest
308th Street in Federal Way, Washington. The site is comprised of two relatively flat areas
bisected by a significant wooded slope. The large lower area is occupied by the existing
school, and the smaller upper area is occupied by grass playfields, which are approximately
30-feet higher in elevation than the school building. The site is served by Southwest 308th
Street, a single street running east -west along the north edge of the property. The school is
mostly surrounded by single family residential development. A professional office zone (PO)
and multifamily zone (RM-1880) are located immediately to the east of the site. A heavily
wooded area abuts the site to the south and west. Mirror Lake is roughly two blocks away to
the southwest. The school property is zoned residential single family (RS-7,2), with schools
being a permitted use.
The existing Lake Grove Elementary School currently serves approximately 450 scholars
from pre -kindergarten through 5th grade. The existing school was originally built in 1965
with various additions and modernizations over the years. The school was last remodeled in
1985. The existing facility is comprised of a single -story building with classrooms arranged
along a double loaded corridor and two portable classroom buildings. The existing building
occupies a significant portion of the buildable area on the lower area. Given the very limited
inte rus FEDERAL WAY Federal Way Public Schools - Schematic Design 43
g,,�cxir ,._ PU9LIC SCHOOLS Summer 2018
2design narratives
Architectural Narrative (cont.) site access and limited area to build a new school while the existing school is occupied, the
School District has decided that the school will be housed off site during construction. At the
time of this publication, the specific location has not yet been determined.
Mirror Lake
Mirror Lake Elementary School is located on the existing 8.33-acre site at 625 South 314th
Street in Federal Way, Washington. The entire site is relatively flat or gently sloping to the
southwest. The existing school building is located on the eastern half of the site, running
north — south. The site is served by South 314th Street to the north and 6th Avenue South
to the west; the site also has access to the east to 8th Avenue South. The school is mostly
surrounded by single family residential development and several churches and a shelter
located to the west of the site. Mirror Lake Park is located a block to the east. The school
property is zoned residential single family (RS-7.2), with schools being a permitted use.
The existing Mirror Lake Elementary School currently serves approximately 450 scholars
from pre -kindergarten through 5th grade. The existing school was originally built in 1957
with various additions and modernizations over the years. The school was last remodeled in
1987. The existing facility is comprised of a single -story building with classrooms arranged
along a double loaded corridor and two portable classroom buildings.
Given the large open area to the west of the existing school building and the site's multiple
street frontages, the School District has determined that the school will remain housed on
site during construction.
Wildwood
Wildwood Elementary School is located on the existing 9.38-acre site at 2405 South 300th
Street in Federal Way, Washington. While the site itself is relatively flat or gently sloping, the
east, south, and west sides of the site are bordered by dense trees sloping way from the
school property. The site is served by South 300th Street, a single street running east -west
along the north edge of the property. The school is surrounded by single family residential
development with Wildwood Park immediately to the west. Steel Lake is one block away
to the south. The school property is zoned residential single family (RS-7.2), with schools
being a permitted use. The existing school building occupies the northern half of the site and
stretches east to west.
The existing Wildwood Elementary School currently serves approximately 600 scholars from
pre -kindergarten through 5th grade. The existing school was originally built in 1967 and
opened in 1968 with various additions and modernizations over the years. The school was
last remodeled in 1991. The existing facility is comprised of a single -story building with
classrooms arranged along a double loaded corridor and four portable classroom buildings.
Given the very limited site access and limited area to build a new school while the existing
school is occupied, the School District has decided that the school will be housed off site
during construction. At the time of this publication, the specific location has not yet been
determined.
A design review committee (DRC) comprised of teachers, staff, and administrators from
each school has worked closely with the design team and School District staff to create the
direction for the three new elementary schools. An underlining goal has been to develop
approaches to the three projects that are "more similar than different" in order to achieve
44 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives
Architectural Narrative (cont.) efficiencies in the design and construction processes. The DRCs explored site opportunities,
educational best practices, and development needs for the elementary school scholars.
The DRCs worked with the design team and School District staff to identify specific site and
building adjacencies based on the education specification and the school program, which
was developed by the Design Oversight Committee (DOC). The site -specific needs will be
balanced with the on -going development of the district standards to develop a facility that will
support Elementary School educational environments for many years.
Primary objectives include providing a safe and welcoming environment, a clearly articulated
building and site organization that is easily navigable, design of the site and indoor areas
to support use by the community, durable and easily maintainable materials, and flexible
instructional spaces that adapt to varying curriculum elements taught throughout the day
and can evolve over time. The new Lake Grove and Mirror Lake Elementary Schools will be
approximately 62,550 square feet, and Wildwood Elementary School will be approximately
60,250 square feet. The buildings will be built with thirty early learning, primary, and
intermediate teaching stations. Additionally, Lake Grove and Mirror Lake Elementary Schools
with each have two academic core classrooms. These schools play a strong role in the
Federal Way community, and the District plans to update these facilities to continue this
presence for current and future generations. The projects are to begin construction in June of
2019 with occupancy in July of 2020.
Site Organization
The three schools' site improvements include student drop-off areas for those arriving by
bus or automobile with dedicated circulation paths and parking for eighty to ninety vehicles.
The bus drop-off loops accommodate seven to eight buses. The site plans were developed to
enhance school safety and neighborhood traffic patterns by separating bus and service traffic
from automobile drop-off traffic. Service access has been located so that service vehicles do
not cross student play areas, and these vehicles will remain separate from parent and visitor
access and will work efficiently with the bus access. The buildings are located to serve as a
buffer between the vehicular access to the sites and the play areas.
11te rus MENAC. WRY Federal Way Public Schools - Schematic Design 45
g'"`"„"'" , Puar.,cs TLS Summer 2018
9
2design narratives
Architectural Narrative (cont.) Lake Grove
The automobile drive for parent and visitor traffic at Lake Grove Elementary School is located
off SW 308th Street at the northwest corner of the site aligned with 4th Avenue SW. This
drop-off loop is developed to accommodate a long on -site queuing area. The bus and service
drive is also off SW 308th Street utilizing the existing curb cut between 3rd Avenue SW and
2nd Avenue SW. Parking is distributed between a west lot, serving visitors and community
users, and a north lot which will be used primarily by staff. Building service access and the
service yard is located off the bus loop. Fire lane access to the rear of the school uses the
parent drop-off loop, passing around the southwest corner of the new school building; a
firetruck hammerhead turnaround is incorporated into the hard surface play area south of
the gym and multi -purpose spaces. The proposed "L" shaped building, like the existing Lake
Grove building form, works well to define and contain the south facing play area, situating
the play area between two walls of the school, the wooded sloped to the east and the woods
to the south. A new accessible route connecting the lower school and play area with the
upper playfield is a priority for the school community to increase the use of this site resource.
The playfield is proposed to be upgraded to be a synthetic turf field.
Mirror Lake
The automobile drive for parent and visitor traffic at Mirror Lake Elementary School is located
off South 314th Street at the north side of the site at a new curb cut aligned with 7th Avenue
South. This drop-off loop is developed to accommodate a long on -site queuing area. The bus
and service drive is also off South 314th Street utilizing the existing curb cut approximately
250 feet east of 7th Avenue South. Parking is distributed between a northwest lot, serving
visitors and community users, and a northeast lot which will be used primarily by staff.
Building service access utilizes the same drive as buses but bypasses the bus loop itself. Fire
lane access to the rear of the school uses the bus and service drive, as well as the existing
connection to 8th Avenue South via South 315th Street. The fire lane runs along the south
side of the building, doubling as hard surface play area; a firetruck hammerhead turnaround
is incorporated into the hard surface play area south of the gym and multi -purpose spaces.
The 'U shaped building being developed for Lake Grove and Wildwood is modified at Mirror
Lake by rotating the music, cafeteria, and gym volume 90-degrees to fit the new building on
the site while holding it away from the existing school, which is to remain in operation during
construction. The north -south leg of the "L" is oriented along the west property line to serve
as a buffer and edge to 6th Ave South. The shape of the building works well to define and
contain the south facing play area. The playfield is proposed to be upgraded to be a synthetic
turf field.
46 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives 2
Architectural Narrative (cont.) Wildwood
The automobile drive for parent and visitor traffic at Wildwood Elementary School is located
off South 300th Street at the northwest corner of the site utilizing an existing curb cut
aligned with 24th Place South. This drop-off loop is developed to accommodate a long on -
site queuing area. The bus and service drive is also off South 300th Street at the northeast
corner of the site utilizing the existing curb cut aligned with 26th Ave South. Parking is
distributed between a northwest lot, serving visitors and community users, and a northeast
lot which will be used primarily by staff. Building service access utilizes the same drive as
buses but bypasses the bus loop itself. Fire lane access to the rear of the school uses the
bus and service drive, passing around the southeast corner of the new school building.
The fire lane runs along the south and east side of the western classroom wing of the new
building, doubling as hard surface play area; a firetruck hammerhead turnaround is located
at the south end of the classroom wing. The north -south leg of the "L" is oriented along the
west property line to orient many of the classrooms toward the wooded park. The shape of
the building works well to define and contain the south facing play area, situating the play
area between two walls of the school, the woods to the east and south. The playfield is
proposed to be upgraded to be a synthetic turf field.
Building Organization
Working closely with the Design Review Committees, the orientation and organization of the
buildings developed as a response to desired program adjacencies, the goal of generating
efficient building layouts that could be similar on each site and be used as a buffer between
the vehicular access to the sites and the play areas. Another common priority among the
DRCs was the ability to zone the building between the more public community functions,
like the gymnasium, multi -purpose and library, and more private academic functions. The
DCRs also expressed a strong desire for shared learning areas outside of the classrooms
themselves to accommodate flexibility in teaching and learning methodologies.
Over the course of several months of exploration with the DRCs and District Staff, the basic
organizational scheme of the three buildings emerged as a two-story I," or modified "L"
in the case of Mirror Lake Elementary School. A two-story school is being developed to
maximize site area and increase efficiency. At each school, the ground floor of one leg of the
"L" contains the entry, administration, learning resource center (library), music classroom,
multi -purpose, gymnasium and building services. The specific organization of these
components are adapted to respond to the individual site nuances.
The multi -purpose room, gymnasium, and music classroom, which also serves as a stage,
are arranged in the same manner for each school. Acoustical, operable walls separate
the music classroom from the multi -purpose room and the multi -purpose room from the
gymnasium to provide the opportunity to create a large group gathering and performance
space. The kitchen and building services are located adjacent to the multi -purpose room and
gymnasium. A covered outdoor play structure is attached to the gymnasium.
The classrooms are arranged along a central corridor and organized around shared learning,
or break out, spaces. Pre-school, kindergarten and first grade are located on the first floor,
and grades second through fifth are located on the second floor.
inte rus FEDERAL WAY Federal Way Public Schools - Schematic Design 47
��eaxirr _, PUBLiC SCHOOLS
t- — Summer 2018
2design narratives
Architectural Narrative (cont) Pre-school is located near the main entry to minimize travel for the youngest scholars.
Kindergarten through third grade have five classrooms each grouped around the shared
learning areas, and fourth and fifth grade have four classrooms each grouped around
shared learning areas. Pre-school and kindergarten classrooms have toilet rooms located
within their spaces, and larger boys' and girls' toilet rooms are situated centrally between
classroom groupings. At the intersection of the two legs of the I," the student services
and academic core, housed at Lake Grove and Mirror Lake, are centrally located and near
the elevator making them convenient and close to most of the classrooms. The student
service offices are grouped together to facilitate collaboration and support a "push -in" model
of service. Three stairs are evenly distributed through the building to provide convenient
locations for vertical circulation and to help alleviate congestion.
Lake Grove
With the main parent and visitor traffic occurring to the northwest of the building, the
administration is located at the northwest corner of the building for visibility and security.
The main building entry faces north toward the bus drop-off loop and is located between
the administration and the learning resources center. A long entry canopy leads from the
automobile drop-off, directing building users to the front door, while providing cover. The
main entry has a vestibule that can be secured to direct all visitors through a door into the
reception area before access into the school is permitted. The learning resource center,
multi -purpose room, and gymnasium are located to the east of the main entry and are
positioned to allow extended use of the facility after school hours while keeping the rest
of the school closed off. The gymnasium is located to the east near the base of the slope
to provide a closer proximity to the upper playfield. A family connections center is located
across the corridor from the main entry.
Mirror Lake
With both the automobile and bus drop-offs occurring to the north of the building, the
administration is centrally located for visibility and security. The main building entry faces
north and is located between the administration and the multi -purpose room for convenient
access to the cafeteria and gymnasium. A long entry canopy directs building users to the
front door, while providing cover. The main entry has a vestibule that can be secured to direct
all visitors through a door into the reception area before access into the school is permitted.
The learning resource center is prominently located on the first floor holding the corner of
the "L''; it faces the main automobile drop-off and 6th Avenue South. The learning resource
center, multi -purpose room, and gymnasium are located near the front of the school and
positioned to allow extended use of the facility after school hours while keeping the rest of
the school closed off. A family connections center is located across the corridor from the
main entry. The two-story classroom wing is oriented north to south acting as a buffer to 6th
Avenue South,
48 Federal Way Public Schools - Schematic Design
Summer 2018
design narratives 2
Architectural Narrative (cont.) Wildwood
With both the automobile and bus drop-offs occurring to the north of the building, the
administration is centrally located for visibility and security. The main building entry faces
north and is located between the administration and the multi -purpose room for convenient
access to the cafeteria and gymnasium. A long entry canopy directs building users to the
front door, while providing cover. The main entry has a vestibule that can be secured to direct
all visitors through a door into the reception area before access into the school is permitted.
The learning resource center is prominently located on the first floor at the intersection of
the "t-''; it faces the main automobile drop-off and Wildwood Park to the west. The learning
resource center, multi -purpose room, and gymnasium are located near the front of the school
and positioned to allow extended use of the facility after school hours while keeping the rest
of the school closed off. A family connections center is located across the corridor from the
main entry. The two-story classroom wing is oriented north to south to take advantage of the
Wildwood Park views to the west.
Exterior Development
The exterior building development reflects the buildings' internal organization and the
buildings' relationship to its specific site. The three buildings' material expression is
comprised principally of brick masonry veneer, metal panel siding, and storefront glazing
assemblies with asphalt composition shingles at sloped roofs and single ply membrane
roofing at low slope roofs. The brick veneer is used mainly at the first floor to provide a
durable and low maintenance material where it is most needed. At several locations the
brick veneer extends full height to balance the composition of the massing and reflect
solidity and permanence. The metal panel siding is mainly located at the upper portion of
the building to create contrast and provide weather protection while also being durable and
low maintenance. A secondary accent metal panel siding is used to break up the scale and
to create rhythm, texture, and unique identity to each school. Sloped roofs are being utilized
to provide attic space for the mechanical systems and reduce roof maintenance. The sloped
roof forms are articulated with dormers or depressions to accommodate louvers for the
buildings' mechanical systems and daylight into interior spaces. A long, low canopy with
a low slope membrane roof provides cover and expression at the main entries. The siding
patterns and roof forms vary at each school to provide individual identity.
The massing is based on considerations of the building height limit and the residential
context of the neighborhoods where the schools are located. The shared learning areas
are expressed on the exterior to provide building identity, bring daylight into these spaces,
and express the buildings' rhythm. The multi -purpose and gym volumes are slightly larger,
simplified in form, and merge into the massing of the rest of the building by sharing sloped
roof forms. The multi -purpose and gym spaces utilize clerestory windows and skylights to
bring daylight into the large volumes. The covered play structure is attached to and integrated
into the multi -purpose -gym volume. A wall encloses and screens the service yard, which is
accessed by architectural metal gates for both vehicles and persons.
PUBUC FEDERACH Federal Way Public Schools - Schematic Design 49
inte rus
Summer 2018
2design narratives
Structural Narrative
LAKE GROVE
The site for the Lake Grove Elementary School is located in the Federal Way School District,
at 303 SW 3081h St, Federal Way, WA. The proposed new structure is a maximum of two -sto-
ries above ground level. Building joints separate the proposed new structure into three struc-
turally independent structures.
Code Authority
The project jurisdiction is the City of Federal Way.
New construction will be designed in accordance with the 2015 International Building Code
with reference to ASCE 7-10, as amended by the State of Washington and the City of Federal
Way.
Description of Systems
Foundations
Conventional spread footings will support the walls and columns for the site. The footings
will be founded on either undisturbed suitable native sediments or on structural fill. Existing
fill is to be removed and either treated per the geotechnical report or replaced with structural
fill. For areas exceeding 4'-0" of fill, consult the geotechnical engineer for applicability of
aggregate piers.
A geotechnical engineering report was prepared for this project by Associated Earth Scienc-
es, Inc, dated June 14, 2018.
Slabs -on -grade
A 4" thick reinforced concrete slab -on -grade will support the floor loading at typical loca-
tions. The steel reinforcing is designed to limit crack width and to provide some load dis-
tribution. The slab will be located over a 15 mil vapor barrier over a 4" capillary break over
structural fill or suitable native sediments.
Floor framing
The typical composite floor system consists of 3" normal -weight reinforced concrete over
2-inch ribbed W2 metal decking, 5" inches total thickness. The concrete on metal deck
system is supported by a composite steel wide flanged beam system supported by hollow
steel section columns. Headed studs will be attached to the steel beam top flange to form
the composite floor system. The concrete and steel deck will be used as the horizontal di-
aphragm transferring lateral forces generated by wind and earthquake to the lateral force
resisting system.
Roof Framing
The typical roof system consists of 1 %2" metal deck over manufactured steel joists supported
by hollow steel section columns.
The metal deck will be used as a horizontal diaphragm transferring lateral forces generated
from wind and earthquake to the lateral force resisting system.
50 I Federal Way Public Schools - Schematic Design
! Summer 2018
design narratives 2
Structural Narrative (cont.) Lateral Force Resistance
The proposed lateral forces resisting systems at the classrooms, administration, library, and
LAKE GROVE commons in the academic buildings are Steel Special Concentric Braced Frames (SCBF),
which will provide lateral load resistance for the building per ASCE 7-10, Table 12.2-1.
The proposed lateral forces resisting system at the gym and multipurpose building is special
reinforced masonry shearwalls/bearing walls, which will provide lateral load resistance for
the building per ASCE 7-10, Table 12.2-1.
Detention Vaults
The proposed structural system for stormwater detention vaults consists of 12" thick rein-
forced concrete retaining walls, 5" thick reinforced concrete slab -on -grade floor, and hollow
core concrete lids.
Structural Design Criteria
• Live Loads
Live load reduction, as permitted by the building code, may be used for beams, girders, col-
umns, and foundation design.
Roof Live
Snow
Typical minimum 20 psf
Include Drift per ASCE 7-10 calculations
Exposure
B
Minimum flat roof snow load (Pf)
25 psf
Ground snow load (Pg)
20 psf
Exposure factor (Ce)
1.0
Thermal factor (Ct)
1.0
Snow importance factor (Is)
1.1
Floor Live
Classrooms
40 psf
Offices
50 psf
Library at reading room
60 psf
Library at perimeter book stacks
400 plf
Assembly area including band/choir/orchestra
100 psf
Corridors above first floor
80 psf
All other corridors
100 psf
Stairs
100 psf
Light storage (non -reducible)
125 psf
Mechanical/electrical rooms
125 psf
or actual weight of units
Gym mechanical/electrical rooms
150 psf
or actual weight of units
r me/l'.`.�� ryS FEDERAL SCHOOLS
Federal Way Public Schools - Schematic Design I 51
�/�ecx„carves PUBLIC SCHOOLS
-•—•----- Summer 2018
2design narratives
Structural Narrative (cont.) • Dead Loads
LAKE GROVE Roof Dead
1 %" type B roof deck
3.0 psf
Beams/girders
6.0 psf
Roofing/insulation
6.0 psf
Mech/elect/plumbing
3.0 psf
Ceilin misc
2,
total 20.0 psf
Floor Dead
2" type W2 floor deck 2/ 3" concrete
51,0 psf
Beams/girders
10.0 psf
Flooring
4.0 psf
Mech/elect/plumbing
10.0 psf
Ceiling, misc
5.0 Psf
total 80.0 psf
Stair Dead
Steel framing
15.0 psf
Concrete fill
25.0 psf
Mi c
aow
total 45.0 psf
Wall Dead
Curtainwall/windows
10.0 psf
Metal studs w/ sheathing & metal panel cladding
15.0 psf
Metal studs w/ sheathing & 4" brick cladding
50.0 psf
• Lateral Loads
Seismic
Wind
Occupancy category
Site class
C
SS
1.309
S1
0.502
Sos
0.873
Fa
1.000
F,
Seismic design category
1.300
D
Seismic importance factor (I) 1.25
Basic wind speed (gust, V)
115 mph
Wind Directionality factor (Kd)
0.85
Exposure category
B
Topographic factor (Kt)
1.0
Gust effect factor
0.85
Enclosure classification
Enclosed
Internal pressure coefficient (GCp,)
+/- 0.18
52 I Federal Way Public Schools - Schematic Design
J Summer 2018
design narratives 2
Structural Narrative (cont.) • Foundations and Soils
LAKE GROVE Allowable bearing pressure
Undisturbed native soils 5000 psf
Compacted structural fill atop compacted native soils 3500 psf
Equivalent Fluid Horizontal Pressure
Free to yield 55 pcf
Fully restrained (walls with sloped backfill) 75 pcf
Seismic Surcharge
Free to yield 5H psf
Fully restrained 10H psf
Passive Resistance and Friction Factors
Passive equivalent fluid pressure 250 pcf
Coefficient of friction 0.30
• Materials Specifications and Strengths
Concrete
Concrete on metal decks
f c
= 4000 psi
Structural slabs on grade
f'c
= 4000 psi
Concrete foundation walls
f'c
= 4000 psi
Spread footings, wall footings
f'c
= 4000 psi
Misc concrete, curbs, sidewalks
f'c
= 3000 ps[
Concrete Masonry Units
8" CMU walls f'm =1900 psi
12" CMU walls f'm =1900 psi
Reinforcing Steel
Reinforcing steel ASTM A 615, Grade 60
Welded Rebar, Threaded Rebar ASTM A 706, Grade 60
Deformed Welded Wire Fabric ASTM A 497
Deformed Bar Anchors by Nelson Stud Welding, Inc
Structural Steel
Wide Flange Shapes
ASTM A992, Grade 50
Pipe
ASTM A53, Grade B
Hollow Structural Sections
ASTM A500, Grade B
Angles, Channels
ASTM A36
Plates
ASTM A572, Grade 50
Bolts
ASTM F1852
Threaded Rods
ASTM A36
Anchor Rods in Concrete
ASTM F1554
Welding Electrodes
ASTM E70XX
Headed Shear Studs
ASTM A108
MURAL WAY Federal Way Public Schools - Schematic Design I 53
IYlte(]rUS
---.-..-�-•-•.- Summer 2018
2design narratives
Structural Narrative (cont.) Metal Deck
Type W Floor Deck and Type B Roof Deck, ASTM A653 — SS Grade 33 (minimum)
LAKE GROVE with minimum yield strength of 38 ksi. Zinc coated per ASTM A653, G60 for interi-
or, G90 for exterior.
At all floor deck supports provide 3/4" diameter headed studs at 12" on center.
Fasten roof deck sidelaps at 12" on center maximum spacing with interlock punch.
Fasten roof deck at supports with 5/8" diameter puddle welds in each flute and at
12" on center maximum spacing parallel to flutes.
■ Inspection and Testing
Special Inspection
Concrete
Concrete masonry units
Reinforcing steel
Welding
Drilled in bolting
High strength bolting
Soil compaction for structural fill
Seismic Resistance System
Materials Testing
Cylinder Strength
Concrete Slump
Concrete Air Content
Soil Compaction
Codes and References
International Code Council (]CC)
International Building Code 2015 (IBC)
ASTM C-39
ASTM C-143
ASTM C-231, ASTM C-173, ASTM C-138
ASTM D-2922
American Society of Civil Engineers (ASCE)
Minimum Design Loads for Buildings and other structures (ASCE 7-10)
American Concrete Institute (ACI)
Building Code Requirements for Reinforced Concrete (ACI 318-11)
Building Code Requirements for Masonry Structures (ACI 530-11)
American Institute of Steel Construction (AISC)
Manual of Steel Construction —14t' Edition — LRFD
Specification for structural Steel Buildings (AISC 360-10)
Seismic Provisions for Structural Steel Buildings (AISC 341-10)
American Society for Testing Materials (ASTM)
ASTM Standards in Building Codes
American National Standards Institute (ANSI)
ANSI A17.1 American National Standard Safety Code, for Elevators, Dumbwaiters, Escalators
and Moving Stairs
54 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives 2
Structural Narrative (cont.) MIRROR LAKE
MIRROR LAKE The site for the Mirror Lake Elementary School is located in the Federal Way School District,
at 625 S 314th St, Federal Way, WA. The proposed new structure is a maximum of two -
stories above ground level. Building joints separate the proposed new structure into three
structurally independent structures.
Code Authority
The project jurisdiction is the City of Federal Way.
New construction will be designed in accordance with the 2015 International Building Code
with reference to ASCE 7-10, as amended by the State of Washington and the City of Federal
Way.
Description of Systems
Foundations
Conventional spread footings will support the walls and columns for the site. The footings
will be founded on either undisturbed suitable native sediments or on structural fill. Existing
fill is to be removed and either treated per the geotechnical report or replaced with structural
fill. For areas exceeding 4'-0" of fill, consult the geotechnical engineer for applicability of
aggregate piers.
A geotechnical engineering report was prepared for this project by Associated Earth
Sciences, Inc, dated
June 06, 2018.
Slabs -on -grade
A 4" thick reinforced concrete slab -on -grade will support the floor loading at typical
locations. The steel reinforcing is designed to limit crack width and to provide some load
distribution. The slab will be located over a 15 mil vapor barrier over a 4" capillary break over
structural fill or suitable native sediments.
Floor Framing
The typical composite floor system consists of 3" normal -weight reinforced concrete over
2-inch ribbed W2 metal decking, 5" inches total thickness. The concrete on metal deck
system is supported by a composite steel wide flanged beam system supported by hollow
steel section columns. Headed studs will be attached to the steel beam top flange to form
the composite floor system. The concrete and steel deck will be used as the horizontal
diaphragm transferring lateral forces generated by wind and earthquake to the lateral force
resisting system.
Roof Framing
The typical roof system consists of 1 %2" metal deck over manufactured steel joists supported
by hollow steel section columns.
The metal deck will be used as a horizontal diaphragm transferring lateral forces generated
from wind and earthquake to the lateral force resisting system.
171te rus PUBUCS SCHOOLS
Federal Way Public Schools - Schematic Design 55
��ecxirr _, PUBLIC SCHOOLS
-------- Summer 2018
2design narratives
Structural Narrative (cont.) Lateral Force Resistance
The proposed lateral forces resisting system at the gym and multipurpose building is special
MIRROR LAKE reinforced masonry shearwalls/bearing walls, which will provide lateral load resistance for
the building per ASCE 7-10, Table 12.2-1.
Detention Vaults
The proposed structural system for stormwater detention vaults consists of 12" thick
reinforced concrete retaining walls, 5" thick reinforced concrete slab -on -grade floor, and
hollow core concrete lids.
Structural Design Criteria
Live Loads
Live load reduction, as permitted by the building code, may be used for beams, girders,
columns, and foundation design.
Roof Live
Typical minimum 20 psf
Snow
Include Drift per ASCE 7-10 calculations
Exposure
g
Minimum flat roof snow load (Pf)
25 psf
Ground snow load (Pg)
20 psf
Exposure factor (Ce)
1.0
Thermal factor (Ct)
1.0
Snow importance factor (Is)
1.1
Floor Live
Classrooms
40 psf
Offices
50 psf
Library at reading room
60 psf
Library at perimeter book stacks
400 plf
Assembly area including band/choir/orchestra
100 psf
Corridors above first floor
80 psf
All other corridors
100 psf
Stairs
100 psf
Light storage (non -reducible)
125 psf
Mechanical/electrical rooms
125 psf
or actual weight of units
Gym mechanical/electrical rooms
150 psf
or actual weight of units
56 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives 2
Structural Narrative (cont.) ! Dead Loads
Roof Dead
MIRROR LAKE 1 %2" type B roof deck
3.0 psf
Beams/girders
6.0 psf
Roofing/insulation
6.0 psf
Mech/elect/plumbing
3.0 psf
Ceiling, misc
2.0 psf
total
20.0 psf
Floor Dead
2" type W2 floor deck 2/ 3" concrete 51.0 psf
Beams/girders 10.0 psf
Flooring 4.0 psf
Mech/elect/plumbing 10.0 psf
Ce{ling, mist 5.0 psf
total 80.0 psf
Stair Dead
Steel framing 15.0 psf
Concrete fill 25.0 psf
Misc 5.0 psf
total 45.0 psf
Wall Dead
Curtainwall/windows 10.0 psf
Metal studs w/ sheathing & metal panel cladding 15.0 psf
Metal studs w/ sheathing & 4" brick cladding 50.0 psf
• Lateral Loads
Seismic
Wind
Occupancy category
Site class
C
SS
1.301
S1
0.499
SIDS
0.867
Fa
1.000
Fv
1.301
Seismic design category
D
Seismic importance factor (le)
1.25
Basic wind speed (gust, V)
115 mph
Wind Directionality factor (Kd)
0.85
Exposure category
B
Topographic factor (KA)
1.0
Gust effect factor
0.85
Enclosure classification
Enclosed
Internal pressure coefficient (GCpi)
+/- 0.18
inte�l�'`� rus FEDERALWAV Federal Way Public Schools - Schematic Design 57
�J �al�rr�r.a� ■ PUBLIC:SCHOOLS
1Summer 2018
2design narratives
Structural Narrative (cont.) ■ Foundations and Soils
MIRROR LAKE Allowable bearing pressure
Undisturbed native soils 3500 psf
Compacted structural fill atop compacted native soils 3500 psf
Allowable 1 /3 increase for wind and seismic
Equivalent Fluid Horizontal Pressure
Free to yield 35 pcf
Fully restrained (walls with sloped backfill) 50 pcf
Seismic Surcharge
Free to yield 5H psf
Fully restrained 10H psf
Passive Resistance and Friction Factors
Passive equivalent fluid pressure 250 pcf
Coefficient of friction 0.30
■ Materials Specifications and Strengths
Concrete
Concrete on metal decks
f'c
= 4000 psi
Structural slabs on grade
f'c
= 4000 psi
Concrete foundation walls
f'c
= 4000 psi
Spread footings, wall footings
f'c
= 4000 psi
Misc concrete, curbs, sidewalks
f'c
= 3000 psi
Concrete Masonry Units
8" CMU walls f'm =1900 psi
12" CMU walls f'm =1900 psi
Reinforcing Steel
Reinforcing steel ASTM A 615, Grade 60
Welded Rebar, Threaded Rebar ASTM A 706, Grade 60
Deformed Welded Wire Fabric ASTM A 497
Deformed Bar Anchors by Nelson Stud Welding, Inc
Structural Steel
Wide Flange Shapes
ASTM A992, Grade 50
Pipe
ASTM A53, Grade B
Hollow Structural Sections
ASTM A500, Grade B
Angles, Channels
ASTM A36
Plates
ASTM A572, Grade 50
Bolts
ASTM F1852
Threaded Rods
ASTM A36
Anchor Rods in Concrete
ASTM F1554
Welding Electrodes
ASTM E70XX
Headed Shear Studs
ASTM A108
58 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives 2
Structural Narrative (cont.) Metal Deck
MIRROR LAKE Type W Floor Deck and Type B Roof Deck, ASTM A653 — SS Grade 33 (minimum) with
minimum yield strength of 38 ksi. Zinc coated per ASTM A653, G60 for interior, G90 for
exterior.
At all floor deck supports provide 3/4" diameter headed studs at 12" on center.
Fasten roof deck sidelaps at 12" on center maximum spacing with interlock punch.
Fasten roof deck at supports with 5/8" diameter puddle welds in each flute and at 12" on
center maximum spacing parallel to flutes.
o Inspection and Testing
Special Inspection
Concrete
Concrete masonry units
Reinforcing steel
Welding
Drilled in bolting
High strength bolting
Soil compaction for structural fill
Seismic Resistance System
Materials Testing
Cylinder Strength
Concrete Slump
Concrete Air Content
Soil Compaction
Codes and References
International Code Council (ICC)
International Building Code 2015 (IBC)
ASTM C-39
ASTM C-143
ASTM C-231, ASTM C-173, ASTM C-138
ASTM D-2922
American Society of Civil Engineers (ASCE)
Minimum Design Loads for Buildings and other structures (ASCE 7-10)
American Concrete Institute (ACI)
Building Code Requirements for Reinforced Concrete (ACI 318-11)
Building Code Requirements for Masonry Structures (ACI 530-11)
American Institute of Steel Construction (AISC)
Manual of Steel Construction —14th Edition — LRFD
Specification for structural Steel Buildings (AISC 360-10)
Seismic Provisions for Structural Steel Buildings (AISC 341-10)
American Society for Testing Materials (ASTM)
ASTM Standards in Building Codes
American National Standards Institute (ANSI)
ANSI A17.1 American National Standard Safety Code, for Elevators, Dumbwaiters, Escalators
and Moving Stairs
rnte ry§ FEOERACHOO Federal Way Public Schools - Schematic Design 59
""`"""`""`=U�"=="°°`� Summer 2018
2design narratives
Structural Narrative (cont.) WILDWOOD
WILDWOOD The site for the Wildwood Elementary School is located in the Federal Way School District, at
2405 S 30011 St, Federal Way, WA. The proposed new structure is a maximum of two -stories
above ground level. Building joints separate the proposed new structure into three structural-
ly independent structures.
Code Authority
The project jurisdiction is the City of Federal Way.
New construction will be designed in accordance with the 2015 International Building
Code with reference to ASCE 7-10, as amended by the State of Washington and the City of
Federal Way.
Description of Systems
Foundations
Conventional spread footings will support the walls and columns for the site. The footings
will be founded on either undisturbed suitable native sediments or on structural fill. Existing
fill is to be removed and either treated per the geotechnical report or replaced with structural
fill. For areas exceeding 4'-0" of fill, consult the geotechnical engineer for applicability of
aggregate piers.
A geotechnical engineering report was prepared for this project by Associated Earth Scienc-
es, Inc, dated June 06, 2018.
Slabs -on -grade
A 4" thick reinforced concrete slab -on -grade will support the floor loading at typical loca-
tions. The steel reinforcing is designed to limit crack width and to provide some load dis-
tribution. The slab will be located over a 15 mil vapor barrier over a 4" capillary break over
structural fill or suitable native sediments.
Floor Framing
The typical composite floor system consists of 3" normal -weight reinforced concrete over
2-inch ribbed W2 metal decking, 5" inches total thickness. The concrete on metal deck
system is supported by a composite steel wide flanged beam system supported by hollow
steel section columns. Headed studs will be attached to the steel beam top flange to form
the composite floor system. The concrete and steel deck will be used as the horizontal di-
aphragm transferring lateral forces generated by wind and earthquake to the lateral force
resisting system.
Roof Framing
The typical roof system consists of 1 %2" metal deck over manufactured steel joists supported
by hollow steel section columns.
The metal deck will be used as a horizontal diaphragm transferring lateral forces generated
from wind and earthquake to the lateral force resisting system.
60 ` Federal Way Public Schools - Schematic Design
I Summer 2018
design narratives 2
Structural Narrative (cont.) Lateral Force Resistance
The proposed lateral forces resisting systems at the classrooms, administration, library, and
WILDWOOD commons in the academic buildings are Steel Special Concentric Braced Frames (SCBF),
which will provide lateral load resistance for the building per ASCE 7-10, Table 12.2-1.
The proposed lateral forces resisting system at the gym and multipurpose building is special
reinforced masonry shearwalls/bearing walls, which will provide lateral load resistance for
the building per ASCE 7-10, Table 12.2-1.
Detention Vaults
The proposed structural system for stormwater detention vaults consists of 12" thick rein-
forced concrete retaining walls, 5" thick reinforced concrete slab -on -grade floor, and hollow
core concrete lids.
Structural Design Criteria
• Live Loads
Live load reduction, as permitted by the building code, may be used for beams, girders, col-
umns, and foundation design.
Roof Live
Typical minimum 20 psf
Snow
Include Drift per ASCE 7-10 calculations
Exposure B
Minimum flat roof snow load (Pf) 25 psf
Ground snow load (Pg) 20 psf
Exposure factor (Ce) 1.0
Thermal factor (Ct) 1.0
Snow importance factor (Is) 1.1
Floor Live
Classrooms
40 psf
Offices
50 psf
Library at reading room
60 psf
Library at perimeter book stacks
400 plf
Assembly area including band/choir/orchestra
100 psf
Corridors above first floor
80 psf
All other corridors
100 psf
Stairs
100 psf
Light storage (non -reducible)
125 psf
Mechanical/electrical rooms
125 psf
or actual weight of units
Gym mechanical/electrical rooms
150 psf
or actual weight of units
inte rys FMERAL WAY Federal Way Public Schools - Schematic Design j 61
�'"`"""'""` h PUS`" SCHOOLSSummer 2018 1
2design narratives
Structural Narrative (cont.) • Dead Loads
WILDWOOD Roof Dead
1 %" type B roof deck
3.0 psf
Beams/girders
6.0 psf
Roofing/insulation
6.0 psf
Mech/elect/plumbing
3.0 psf
Ceiling, misc
2.0.psf
total 20.0 psf
Floor Dead
2" type W2 floor deck 2/ 3" concrete
51.0 psf
Beams/girders
10.0 psf
Flooring
4.0 psf
Mech/elect/plumbing
10.0 psf
Ceilin mist
5,099
total 80.0 psf
Stair Dead
Steel framing
15.0 psf
Concrete fill
25.0 psf
Misc
5.0 nsf
total 45.0 psf
Wall Dead
Curtainwall/windows
10.0 psf
Metal studs w/ sheathing & metal panel cladding
15.0 psf
Metal studs w/ sheathing & 4" brick cladding
50.0 psf
0 Lateral Loads
Seismic
Wind
Occupancy category
Site class
C
Ss
1.301
S1
0.497
SpS
0.868
Fa
1.000
FV
1.303
Seismic design category
D
Seismic importance factor (I)
1.25
Basic wind speed (gust, V)
115 mph
Wind Directionality factor (Kd)
0.85
Exposure category
B
Topographic factor (Kt)
1.0
Gust effect factor
0.85
Enclosure classification
Enclosed
Internal pressure coefficient (GCp,)
+/- 0.18
62 I Federal Way Public Schools - Schematic Design
J Summer 2018
design narratives 2
Structural Narrative (cont.) ■ Foundations and Soils
WILDWOOD Allowable bearing pressure
Undisturbed native soils 5000 psf
Compacted structural fill atop compacted native soils 3500 psf
Equivalent Fluid Horizontal Pressure
Free to yield 35 pcf
Fully restrained (walls with sloped backfill) 50 pcf
Seismic Surcharge
Free to yield 5H psf
Fully restrained 1 OH psf
Passive Resistance and Friction Factors
Passive equivalent fluid pressure 250 pcf
Coefficient of friction 0.30
• Materials Specifications and Strengths
Concrete
Concrete on metal decks
f'c =
4000 psi
Structural slabs on grade
f'c =
4000 psi
Concrete foundation walls
f'c =
4000 psi
Spread footings, wall footings
f'c =
4000 psi
Misc concrete, curbs, sidewalks
f'c =
3000 psi
Concrete Masonry Units
8" CMU walls f'm =1900 psi
12" CMU walls f'm =1900 psi
Reinforcing Steel
Reinforcing steel ASTM A 615, Grade 60
Welded Rebar, Threaded Rebar ASTM A 706, Grade 60
Deformed Welded Wire Fabric ASTM A 497
Deformed Bar Anchors by Nelson Stud Welding, Inc
Structural Steel
Wide Flange Shapes
ASTM A992, Grade 50
Pipe
ASTM A53, Grade B
Hollow Structural Sections
ASTM A500, Grade B
Angles, Channels
ASTM A36
Plates
ASTM A572, Grade 50
Bolts
ASTM F1852
Threaded Rods
ASTM A36
Anchor Rods in Concrete
ASTM F1554
Welding Electrodes
ASTM E70XX
Headed Shear Studs
ASTM A108
irate rus FEDERAL WAY Federal Way Public Schools - Schematic Design 63
""`"""""` FEDERAL WAY
Summer2018
2design narratives
Structural Narrative (cont.) Metal Deck
Type W Floor Deck and Type B Roof Deck, ASTM A653 — SS Grade 33 (minimum)
WILDWOOD with minimum yield strength of 38 ksi. Zinc coated per ASTM A653, G60 for interi-
or, G90 for exterior.
At all floor deck supports provide 3/4" diameter headed studs at 12" on center.
Fasten roof deck sidelaps at 12" on center maximum spacing with interlock punch.
Fasten roof deck at supports with 5/8" diameter puddle welds in each flute and at
12" on center maximum spacing parallel to flutes.
is Inspection and Testing
Special Inspection
Concrete
Concrete masonry units
Reinforcing steel
Welding
Drilled in bolting
High strength bolting
Soil compaction for structural fill
Seismic Resistance System
Materials Testing
Cylinder Strength
Concrete Slump
Concrete Air Content
Soil Compaction
Codes and References
International Code Council (ICC)
International Building Code 2015 (IBC)
ASTM C-39
ASTM C-143
ASTM C-231, ASTM C-173, ASTM C-138
ASTM D-2922
American Society of Civil Engineers (ASCE)
Minimum Design Loads for Buildings and other structures (ASCE 7-10)
American Concrete Institute (ACI)
Building Code Requirements for Reinforced Concrete (ACI 318-11)
Building Code Requirements for Masonry Structures (ACI 530-11)
American Institute of Steel Construction (AISC)
Manual of Steel Construction —1411 Edition — LRFD
Specification for structural Steel Buildings (AISC 360-10)
Seismic Provisions for Structural Steel Buildings (AISC 341-10)
American Society for Testing Materials (ASTM)
ASTM Standards in Building Codes
American National Standards Institute (ANSI)
ANSI A17.1 American National Standard Safety Code, for Elevators, Dumbwaiters, Escalators
and Moving Stairs
64 1 Federal Way Public Schools - Schematic Design
Summer 2018
design narratives
Civil Narrative
LAKE GROVE
Site Overview
This project is for the replacement of Lake Grove Elementary School, which is part of the
Federal Way Public Schools district. The site is currently developed with the existing one-
story, 41,820 sf main school building, two on -site portables, parking lots, and associated play
areas and fields. All of these existing on -site structures will be demolished and the site will be
redeveloped with a new 56,600 sf Pre-K through 5th grade elementary school facility. Other
site improvements will include new site parking, bus loading and parent drop-off/pick-up
zones, and play areas and fields.
The site resides within a predominantly residential neighborhood on an approximately 9.43-
acre parcel (parcel number: 0721049180) located at 303 SW 308th Street in Federal Way,
Washington. The school property is bound by SW 308th Street to the north; both a medical
clinic and a multifamily residential property to the east with 1 st Avenue S beyond; single-
family residences and a densely forested area to the south; and relatively concentrated areas
of trees and vegetation to the west with single-family residences beyond.
The existing school building and associated parking and outdoor play areas occupy the
majority of the central and western portions of the overall site, and the playfields encompass
the entire eastern half of the school property. Current vehicular access to the site is via
SW 308th Street directly adjacent to the north of the school site. Four driveway access
points along SW 308th Street provide ingress and egress access to and from the site.
The easternmost driveway accommodates egress access, and the driveway located at
approximately the midpoint of the school property and directly across from 3rd Avenue SW
provides ingress access to the site. The third access point provides ingress access only, and
the fourth westernmost access driveway, which abuts the western boundary line of the school
property, provides both ingress and egress access.
Topographically, the overall site generally slopes from northeast to southwest from a high
elevation point of approximately 395 feet in the northeast corner of the site. However, within
the specific vicinity of the existing school building the topography is relatively flat with
minimal, if any, grade difference. Additionally, a vegetated ridge line, which represents the
most steeply sloped area on the site, separates the school building and associated parking
and play areas from the higher elevation playfields to the east. According to soil data obtained
from the USDA Web Soil Survey, soils on the site consist primarily of Alderwood gravelly
sandy loam, 0 to 8 percent slopes (AgB). Furthermore, based on preliminary findings deduced
from geotechnical explorations conducted on the site, subsurface soils are comprised
of fill soils underlain by dense lodgement till, Vashon advance outwash, and transitional
Vashon lodgement till/advance outwash. Overall, these soil types are considered to have low
permeability, and thus, not suitable for infiltration. Based on City of Federal Way critical areas
mapping, there are no critical areas designated on, or in close proximity to the site.
If 1�8 rus ZEBLIC c OO Federal Way Public Schools - Schematic Design l 65
�IBLMIIF _, PUeL[C SCHOOLS
���-� �---- Summer2018
2design narratives
Civil Narrative (cont.) The proposed building location is relatively in the same vicinity on the site as that of the
existing school facility; however, in the proposed conditions, the building has been shifted
LAKE GROVE further south. Two of the four existing vehicular access driveways for the site will removed
in the proposed conditions, ultimately, creating two main vehicular ingress/egress access
points. The existing parking areas and associated drive aisles located to the north and west
of the school building will remain, but expanded and improved with new access, circulation,
and parking lot layout configurations. A dedicated fire lane, accessible via an entryway at
the southeast corner of the westerly parking area, will run around the south side of the
school building. The playfields occupying the entire eastern portion of the school property
will remain on the proposed site with improvements including a new layout and subsurface
drainage system. The existing hard and soft surface play areas will be moved southeast
of the current location on the site in order to accommodate the new school building
footprint. The proposed new hard and soft surface play areas and covered play area will be
concentrated on the south side of the east wing of the proposed building.
Permitting
The City of Federal Way is the governing permitting agency for clearing, grading, storm
drainage, erosion control, and right-of-way improvements. The Lakehaven Water and Sewer
District will have jurisdictional oversight for permitting related to water and sewer utilities.
Site Demolition
The existing school building, portable structures, parking lots, play areas and walkways will
be demolished for the construction of the proposed improvements. It is anticipated that
the utilities located below the proposed building footprint will be removed in their entirety
to facilitate construction of the new building. Utilities no longer required and/or are outside
the building footprint area, but within the development area, may be abandoned in place
or removed as necessary to construct the new elementary school facility. Utilities that are
required to remain active during and/or after construction will be re-routed as necessary
or protected in -place during construction. Trees that will be impacted by the proposed
improvements will be removed, and existing trees on the site not subject to impacts resulting
from the proposed development will be retained to the extent feasible.
Temporary Erosion and Sedimentation Control (TESC)
The TESC system will be designed in accordance with the City of Federal Way erosion
control requirements, in addition to, the 2016 KCSWDM and the Department of Ecology
Construction Stormwater Pollution Prevention Plan (SWPPP). TESC facilities will include at
a minimum: stabilized construction entrance, silt fencing, catch basin inserts, interceptor
swales, sediment ponds or tanks, and other miscellaneous sediment control facilities. The
existing pavement will likely be used for stabilized construction access and staging until such
time as it needs to be removed for construction of the proposed improvements. A temporary
sediment settling tank will be used for sediment control. The construction documents will
include the requirements for the contractor to manage the construction site in accordance
with BMPs. This will include marking the clearing limits; limiting the site area that is exposed
and stabilizing exposed areas with mulch or other approved measures; protecting slopes;
and managing any water from construction dewatering.
66 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives
Civil Narrative (cont.) Site Access, Parking, and Off -Site Improvements
LAKE GROVE The existing vehicular access points, site circulation patterns, and parking lot layouts will be
modified and reconfigured for the new school development. In order to accommodate these
site improvements, the proposed school building will be set back further south on the site.
Additionally, the new school building footprint and layout further provide allottable site area
for constructing the proposed enhancements to the on -site parking and drive access areas.
Vehicular access will be provided by two primary ingress/egress access driveways off of
SW 308th Street. The locations of these two access points have been maintained from the
existing conditions. The easternmost access driveway will primarily be used for bus loading
and service access, while the westernmost access driveway will serve as an entry point for
parent pick-up/drop-off. Fire access to the south side of the school building will be provided
from the westerly parking lot area via a dedicated entryway at the southwest corner of the
lot. Improved vehicular circulation patterns designed for the proposed on -site parking areas
include a one-way drive aisle for the parent drop-off/pick-up zone. At this stage in the design
process, a vehicular circulation pattern for the bus loading zone has not been defined.
Improvements to the parking areas include reconfigured circulation patterns and parking
stall layouts, increased parking stall accommodations, ADA accessible parking stalls, and
pedestrian walkway from parking areas to the school entrance. The easterly parking lot will
provide 60 straight parking stalls and direct access from the north to the main entryway
of the new school facility. The westerly parking lot will be comprised of 24 angled parking
stalls with access to the school from the west side of the new building. ADA accessible stalls
for automobiles are proposed for both parking areas, and additionally, the westerly parking
lot will also accommodate one ADA accessible stall for vans. Furthermore, wheel stops are
proposed for all designed on -site parking stalls.
Off -Site Improvements
Summary
The existing frontage on South 308th St is a Minor Collector per City of Federal Way,
Comprehensive Plan, Map III-3, "Functional Classification of Existing and Planned Streets."
Per Map III-4, "Cross Section Application by Street", South 300th St is classified as section
S. Per Appendix III -A, section S requires a 60-foot ROW (30' half),10' drive lane, 8' parking
lane, 4' planter strip and 5' sidewalk.
The near side of the street would be widened from existing 8' to 18'. In front of the playfield,
the curb line will be close to the existing extruded curb.
17�te(t.�jrus ?UI.BLic SCHOOLS
Federal Way Public Schools - Schematic Design I 67
�l�erxi� ...e PUBLICSC__
-~•-•-•-- Summer 2018
2
2design narratives
Civil Narrative (cont.) Existing_ Conditions
• West of Site: 30 ' half -ROW width, 21 roadway, 6' walkway with raised curb. Parking
LAKE GROVE is not signed, but there is no space to park. Speed bumps and regulated school speed
zones are in place.
Adjacent to Site - West Side: Half -ROW width is 30'. 32' roadway width (23' on far side,
10' on near side), 10' parking lane and 12' gravel shoulder on near side. The centerline
of the ROW is commensurate with the near side white line. Maximum grade is 12% up to
the east.
Adjacent to Site - Adjacent to the Upper Field: 42' roadway width includes parking lane,
extruded concrete curb, plus 7' walkway on near side. Maximum grade is 8% up to the
east.
• East of Site - Franciscan Medical Clinic: Half -ROW width is 30', roadway is 42' wide,
curb and gutter,1' wide planter, 5' concrete sidewalk. No parking permitted; though
there is a parking lane.
Proposed Conditions
Limited frontage improvements are planned for SW 308th Street, which sits directly adjacent
to the north of the school property. Currently, the existing portion of SW 308th Street fronting
the school site is partially developed. Proposed frontage improvements will be restricted to
the south side of the street and include standard elements consisting of drive lane, parking
lane, planter strip and sidewalk. In order to meet ADA compliance requirements, code
compliant ADA ramps will be provided at the curbs across from 2nd, 3rd and 4th Avenues.
The eastern entrance is proposed as a concrete driveway per City code. The City standard
separation is 150-feet from an intersection; however, the driveway is proposed at 90-feet.
This either needs to be increased or a variance applied with the City. At this time, we are
intending to review this location with the City.
Grading
The finished floor elevation for the proposed school building is 352. New grading is proposed
for various areas of the site. The easterly driveway will slope down at approximately 10.0%
into the bus drop-off/pick-up zone and associated parking area, while the westerly driveway
will slope down at approximately 4% into the corresponding parent drop-off/pick-up zone
and parking area. Both the easternmost and westernmost parking areas will generally slope
towards the central landscaped "islands" that will be sited with sand filter systems. Slopes
for the eastern parking area will vary between 5.5% and 1 % and the western parking area
will be graded with slopes ranging between 5% and 1.5%. The hard surface play area will
slope to the south at approximately 1.5%, and the playfields will slope south-southeast at
approximately 2%. Four retaining walls are proposed for the site including at the southwest
corner of the parent drop-off/pick-up zone and associated parking area; on the west and
south sides of the fire lane; at the northeast corner of the hard surface play area; and on
the north side of the bus drop-off zone and associated parking area. Per the preliminary
geotechnical report, existing on -site fill soils (3 - 18' BGS) are not suitable for the purpose
of foundation support and will most likely require mitigation for pavement and slab -on -grade
support. A combination of over -excavation, special foundation design and mitigation at
pavement and slab -on -grade areas will be required.
68 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives
Civil Narrative (cont.) Storm Drainage and Drainage Code Requirements
LAKE GROVE The stormwater design will be developed in compliance with the 2016 King County
Stormwater Design Manual (KCSWDM) as adopted by the City of Federal Way, as well as the
City's Addendum to the 2016 KCSWDM dated January 8, 2017. The site is located within the
Lower Puget Sound drainage basin, which ultimately discharges to the Puget Sound.
Stormwater runoff in the existing condition is collected in catch basins on site and conveyed
to a catch basin in the southwest corner of the project site. From there, stormwater flows
south and then west to ultimately discharge into Puget Sound. In the developed condition,
this downstream course will not be altered.
Since the existing impervious surface coverage for the site is 35.75%, the project meets
the 35% threshold requirement to classify as a "redevelopment." Additionally, water quality
treatment is required for all pollution generating impervious surfaces, and the project must
also comply with jurisdictional flow control requirements. Soil conditions in the site area are
not conducive to infiltration, eliminating options to use bioretention facilities or permeable
pavement to mitigate stormwater runoff from the site. Since on -site infiltration is infeasible,
the stormwater management strategy for water quality treatment and flow control will
encompass the use of large sand filter systems and detention facilities.
The site resides within a City designated Enhanced Basic Water Quality Treatment area. In
order to meet this level of required treatment, three sand filter facilities are proposed for
various areas of the site to treat runoff from target pollution generating impervious surfaces
such as the parking lots, drive aisles, service areas, and synthetic turf field. Two sand filters
are proposed for the central landscaped "islands" of both parking lot areas. Based on current
modeling calculations the dimensions of these proposed two on -site sand filter systems are
as follows:
Sand Filter #1 (westernmost parking area): 1,482 SF —1.5' Depth
Sand Filter #2 (easternmost parking area): 1,764 SF —1.5' Depth
A third sand filter system is also proposed to be sited in the southwestern portion of the
playfield area. This sand filter is discussed further below.
The site is also located within a designated Flood Problem Flow Control Area. To address this
level of required flow control, a detention facility is currently proposed to be located under
the westernmost parking lot area. Based on current sizing, this detention vault will be 175'
x 45' x 3' and have a volume capacity of 26,000 cubic feet. An equivalent facility was sized
using 311 StormTech SC-740 chambers. A second detention vault is proposed under the
open lawn area located adjacent to the south of the school facility. Sizing for this vault is
currently 110' x 75' x 3' with a volume capacity of 18,000 cubic feet. An equivalent facility
was sized using 204 StormTech SC-740 chambers.
Additionally, per the Geotechnical Report recommendation footing drains, consisting of
perforated pipe surrounded by clean crushed rock, will be installed around the entire new
building footing as well as wall footing. The footing drain will connect to the new storm
drainage system. Cleanouts will be provided at approximately 100' on center.
171te rus FEDERAL WAY Federal Way Public Schools - Schematic Design 69
.J xxex��xarvxx PUBLIC SCHOOLS
I. ---•I-- Summer 2018
2
2dcsign narratives
Civil Narrative (cont.) School P_Iayfields: Stormwater Mitigation Design and Reauirements
LAKE GROVE The existing playfields occupying the entire eastern portion of the school property will remain
in the proposed conditions and improved as a part of the redevelopment with a new field
design, layout, and subsurface drainage system. Proposed civil improvements for the field
will include incorporating stormwater mitigation measures and grading modifications into the
new overall field design to meet jurisdictional requirements for water quality treatment and
flow control (detention). The overall drainage approach for the playfield improvements will
be developed and designed to accommodate planned synthetic turf surfacing. As previously
mentioned for water quality treatment, the third proposed sand filter system for the site is
for the playfield. Currently, the design proposes a 3,750 SF —1.5' Depth sand filter system
within the far eastern portion of the field. Stormwater mitigation strategies for detention
include utilizing the sub -grade beneath the fields as detention, with a connection to a flow
control structure. The estimated detention volume for this system is 17,000 CF.
Sanitary Sewer
Existing Conditions
The site is within the Lakehaven Water & Sewer District service area. Wastewater flow from
the existing school is conveyed to an on -site lift station located in the southwest corner of
the property. It is our understanding it was installed recently and is operating as planned.
We do not have as -built plans, so we do not know the size, capacity, plumbing, power or
telecommunications connection, or whether or not it has a supplemental wet well.
From the lift station, wastewater is discharged off -site into the public sewer system via a
force main that, per Lakehaven Water & Sewer District (approximate) records is a 6-inch pipe
that crosses the site from the southwest to the northeast corner of the site. It then continues
as a School District -owned pipe within the right of SW 308th St right-of-way to a manhole
located at the southwest corner of the intersection of SW 308th Street and 1 st Avenue S.
The survey plans include a septic system, but it is understood that these plans are per record
and are no longer in use. It is not clear, however, whether some of the septic piping is still in
place.
Proposed Conditions
The existing lift station is a relatively new on -site sanitary sewer structure, and it is proposed
to remain in order to continue to serve the new school development. Specific locates for
the full extent of the existing 6-inch force main will require confirmation through additional
investigation and further coordination with the Lakehaven Water & Sewer District. It is
currently planned that the portion of the existing force main impacted by the siting of the
new building will be removed and a new force main will be routed around the south side of
the proposed school facility, and then reconnected to the existing undisturbed portion of the
force main that will remain. The Lakehaven Water & Sewer District requires C900 PVC pipe
for the force main.
Since it is unclear if the system includes a supplemental septic storage tank, a new tank
has been indicated on the plans. A grease interceptor is proposed at the kitchen discharge.
Consequently, the building side sewer must extend from the NE corner of the building to the
SW corner of the building where the lift station is located.
70 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives
Civil Narrative (cont.) Per Brian Asbury, Development Engineering Supervisor at the Lakehaven Water and Sewer
District on 5/29/18:
LAKE GROVE
"Except for not having any actual drawing/record of the connection, Lake Grove ES is
connected to Lakehaven's sewer system (manhole) just at the SE corner of SW 308th St
& 1 st Ave S, via a private grinder pump. See attached GIS map, the green dotted -line is
(very) approximate location of the grinder pump discharge line. At this point in time, and
without additional/further system extension, this would (still) be this school's sewer point -of -
connection. However, due to the (very) non -typical nature of this sewer service line (i.e., lots
& lots of non-Lakehaven pipe in public right-of-way), Lakehaven will require a special Service
Agreement for the re-connection/re-development of this school site (if only to put in writing
that FWPS is responsible for the 0&M of that discharge line).
a. This particular area of Lakehaven doesn't have much future sewer system planning
completed, but based on our current Sewer Comp plan map, it appears the nearest existing
sewer system facilities that'd ultimately provide service to this site/area are in SW 312th St
at 8th Ave SW. There are no known or anticipated plans for the future development/extension
of these sewer system facilities at this time.
b. Onsite septic system approvals are entirely under jurisdiction of the county Health
Department; however, I doubt that's an option for this school/site."
Domestic Water and Fire Service
Existing Conditions
Water service in the site area is provided by the Lakehaven Water & Sewer District. Per the
site survey and District water system maps, current water service for the school property is
provided from the 6-inch water main in SW 308th Street. There is an existing on -site fire
water loop that is served off of the main in SW 308th Street. This on -site water loop system
consists of 6-inch pipe and connects to two existing fire hydrants currently residing on the
school property.
Per Brian Asbury, Development Engineering Supervisor at the Lakehaven Water and Sewer
District on 7/2/18 regarding Lake Grove Elementary School:
"We do have nearby system hydraulic info here (FF#58, copy attached). As indicated on
the hydraulic model report, there'd be approximately 1,800 GPM available fire flow in the
existing system in SW 308th St. This site also has on older 6" diameter loop onsite (probably
similar onsite fire flow). And, quite a bit of main in this 'north Mirror Lake' area is older 6"
diameter water main. I can't predict whether that the entire onsite water main system at
this site will need to be reconstructed with 8" diameter water main, to achieve the required
onsite fire flow determined by fire marshal. Estimated static pressure range at this site is
approximately 70-79."
1"lte rus FEDERAL WAY Federal Way Public Schools - Schematic Design I 71
��eexirs ,_ PU9LIC SCHOOLS
_ B -SCHOOL Summer 2018
9
2delsign narratives
Civil Narrative (cont.) Proposed 0anditian§
The existing fire water loop system will not be reused due to the larger footprint and new
LAKE GROVE siting of the proposed school building. The existing system will be replaced with a new
8-inch ductile iron pipe and connected to five new fire hydrants. The new looped system will
connect into the existing water main in SW 308th Street at two location points.
Domestic water and fire service will enter the building on the north side of the school's east
wing. At this time, a 6-inch fire service and 4-inch domestic water service is proposed.
Based on the currently proposed design, the DCDA will be located inside of the building
along with the FDC connection.
The building is proposed to set into the upper field slope. The slope is from 2:1 to 3:1. Since
construction and maintenance of a water line is very difficult on a cross -slope, the water loop
is proposed to extend vertically up and down the slope and onto the upper plateau.
The fire loop is designed in accordance with FWMC 13.31.030 2015 Fire Code amendments
(1)(b) "The fire apparatus access road shall ... extend to within 150 feet (45 720 mm) of all
portions of the facility..."; (1)(f) "Fire apparatus access roads shall have an unobstructed
width of not less than 20 feet..."; and (1)0) "Dead-end fire apparatus access roads in excess
of 150 feet (45 720 mm) in length shall be provided with an approved area for turning
around fire apparatus."
Paving and Surface Materials
Heavy duty asphalt pavement is proposed for all on -site driveways and drive aisles including
for the easternmost and westernmost parking lots; fire access lane; and service area. The
service area entryway will be constructed with a heavy duty concrete slab spanning the full
width of the drive entrance. Alternatively, standard asphalt pavement is proposed for all on -
site parking stalls as well as for the planned outdoor hardscape and hard play areas on the
south side of the school building. Proposed site walkways and ADA ramps will be paved with
standard concrete, and a concrete vertical curb will be constructed around the perimeter
of the new parking and drop-off/pick-up areas. Additionally, flush concrete curb will be
constructed adjacent to the interior portions of all of the parking stalls designed for both
parking lot areas.
72 I Federal Way Public Schools - Schematic Design
! Summer 2018
design narratives 2
Civil Narrative (cont.) MIRROR LAKE
MIRROR LAKE Site Overview
This project is for the replacement of Mirror Lake Elementary School, which is part of the
Federal Way Public Schools district. The site is currently occupied by the existing one-story,
45,843 sf main school building, seven on -site portables, and other ancillary site features
such as the play areas and fields. All of these existing on -site structures will be demolished
and the site will be redeveloped with a new 56,600 sf Pre-K through 5th grade elementary
school facility. Other site improvements will include new site parking, bus loading and
parent drop-off/pick-up zones, and play areas and fields. This project will be phased, and
thus, construction will occur on an occupied site. The existing school building will remain
in operation while the new school is constructed. Thereafter, the existing school will be
demolished and sitework will, subsequently, be completed.
The site resides within a predominantly residential neighborhood on an approximately 8.34-
acre parcel (parcel number: 0821049035) located at 625 S 314th Street in Federal Way,
Washington. The school property is bounded by S 314th Street to the north; 6th Avenue S
to the west, single-family residences to the south, and S 315th Street including the school's
existing parking lot area to the east with 8th Avenue S beyond.
The existing school building, three portable structures, and associated parking areas occupy
the entire eastern portion of the property, while four additional classroom portables and
the play areas and fields comprise the full extent of the western portion of the school site.
Vehicular access to the site is currently via S 314th Street. S 314th Street provides both
ingress access to the site from the north and egress from the site is via S 315th Street
easterly towards 8th Avenue S. The main existing parking area for the school extends directly
off the east side of S 315th Street.
Topographically, the site is relatively flat, but generally slopes down from northeast to
southwest from a high elevation point of approximately 450 feet in the northwest corner
of the school property. According to soil data obtained from the USDA Web Soil Survey,
soils on the site consist primarily of Arents, Alderwood material, 0 to 6 percent slopes
(AmB). Furthermore, based on preliminary findings deduced from geotechnical explorations
conducted on the site, subsurface soils are comprised of fill soils underlain by Vashon
lodgement till and Vashon advance outwash. Generally, these soils are hydrologically
classified as having very low permeability, and thus, poor infiltration potential. Based on City
of Federal Way critical areas mapping, there are no critical areas designated on, or in close
proximity to the site.
The proposed site plan completely modifies the configuration of the existing site. In the
proposed conditions, the entire site is reoriented approximately 90 degrees to front S 314th
Street to the north instead of easterly towards S 315th Street and 8th Avenue S. Additionally,
the existing school building currently sits at a slight angle on the site; however, for the
redevelopment, all proposed site structures and features are sited to align parallel to S 314
Street. Due to the reorientation of the site, primary vehicular ingress/egress access is via S
314th Street.
171te rus FEDERAL WAY Federal Way Public Schools - Schematic Design 73
�l�eexirr _, P119L1C5C-
----- Summer 2018
2delsign narratives
Civil Narrative (cont.) The current on -site vehicular access drive on S 315th Street will be abandoned as the
main access drive in the proposed conditions. Dedicated fire access will be provided via a
MIRROR LAKE proposed driveway off of S 315th Street. The new site will have two separate parking areas
for parent drop-off/pick-up and bus loading; each designed with dedicated ingress/egress
driveways off of S 314th Street. An additional smaller parking area will lie east of the school
preceding the service area and entryway. The main school building will reside in the mid -
western section of the site. The playfields, which currently occupy the entire western half
of the property, will be relocated to reside in the southern portion of the overall school site.
Proposed field improvements encompass new design and layout, as well as the installation
of a new subsurface drainage system. The proposed new hard and covered play areas will be
concentrated on the south side of the east wing of the school building, and the soft surface
play area will sit in alignment with the other play areas but slightly further east.
Permitting
The City of Federal Way is the governing permitting agency for clearing, grading, storm
drainage, erosion control, and right-of-way improvements. The Lakehaven Water and Sewer
District will have jurisdictional oversight for permitting related to water and sewer utilities.
Phased Site Demolition
The entire site will be demolished for the construction of the proposed improvements.
Site demolition will be phased. The existing school will remain in operation while the new
school is under construction. Once construction for the new school building is completed,
the existing school will be demolished and the residual sitework will be completed. It is
anticipated that the utilities located below the proposed building footprint will be removed
in their entirety to facilitate construction of the new building. Utilities no longer required
and/or are outside the building footprint area, but within the development area, may be
abandoned in place or removed as necessary to construct the new elementary school facility.
Utilities that are required to remain active during and/or after construction will be re-routed
as necessary or protected in -place during construction. Trees that will be impacted by
the proposed improvements will be removed, and existing trees on the site not subject to
impacts resulting from the proposed development will be retained to the extent feasible.
Temporary Erosion and Sedimentation Control (TESC)
The TESC system will be designed in accordance with the City of Federal Way erosion control
requirements, in addition to, the 2016 KCSWDM and the Department of Ecology Construction
Stormwater Pollution Prevention Plan (SWPPP). TESC facilities will include at a minimum;
stabilized construction entrance, silt fencing, catch basin inserts, interceptor swales, sediment
ponds or tanks, and other miscellaneous sediment control facilities. The existing pavement
will likely be used for stabilized construction access and staging until such time as it needs
to be removed for construction of the proposed improvements. The proposed detention pond
will be used for temporary sediment settling during construction. The construction documents
will include the requirements for the contractor to manage the construction site in accordance
with BMPs. This will include marking the clearing limits; limiting the site area that is exposed
and stabilizing exposed areas with mulch or other approved measures; protecting the slopes;
and managing any water from construction dewatering.
74 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives
Civil Narrative (cont.) Site Access, Parking, and Off -Site Improvements
MIRROR LAKE The redesigned site layout modifies and reconfigures existing vehicular access points, site
circulation patterns, parking lot layouts, and fire and service access routes.
Vehicular access will be provided by two primary ingress/egress access driveways off of
S 314th Street. Each driveway provides dedicated access to the two main parking areas
on the site. The easternmost driveway serves as the access point for bus loading, and the
westernmost access driveway is for parent drop-off/pick-up. Service access extends off of
the easterly parking area's bus loop, and fire access to the south side of the school building
is provided from the east via a dedicated driveway off of S 315th Street. New circulation
patterns for vehicular traffic include a one-way drive aisle for the parent drop-off/pick-up
zone. Currently, the vehicular circulation pattern for the bus loading parking area is undefined
and will be determined further in the design process.
The new site will include two primary parking areas adjacent to the direct north and
northeast of the school building, and an additional secondary parking area located directly
adjacent to the east of the building. The easternmost main parking lot will include straight
parking stalls to accommodate 34 vehicles, while the westernmost parking lot will provide
27 angled parking stalls, two of which will be ADA accessible. The secondary parking area,
primarily intended for service and additional staff parking, will consist of 28 straight parking
stalls including two ADA accessible parking spots. All proposed on -site parking stalls are
designed with wheel stops.
Off -Site Improvements
Summary
The existing frontage on S 314th Street and 6th Avenue S is Local Access, per City of
Federal Way, Comprehensive Plan, Map III-3, "Functional Classification of Existing and
Planned Streets." Per Functional Classification of Streets: "Since the City does not plan
local street networks, the applicable street cross-section for local streets will be established
through the City's development review process, which is ongoing."
Per City Development Standards, the project is proposing Local Street Section X for South
314th St, which would include a 10' drive lane, an 8' ditch section, and a 5' sidewalk.
Alternatively, for 6th Avenue S, no improvements are proposed since the project is not
impacting or accessing the existing street.
For costing purposes, since the frontage improvements need to be negotiated with the City
during the pre -application process, to be conservative, we recommend costing for Section
U (8' drive lane, 8' parking lane, 4' planter strip, and 5' sidewalk) on S 314th Street, and for
Section X (10' drive lane, 8' ditch and 5' sidewalk) on 6th Avenue S.
171te rus fU,BUC SCHOOLS Federal Way Public Schools - Schematic Design I 75
�J„�„„E _, PU9LfC1-.11Summer 2018
2
2design narratives
Civil Narrative (cont.) Existirig. Conditions
• West of Site: 6th Ave S, 60' ROW, with 30' half ROW.
MIRROR LAKE • South half of 6th Avenue S: 32' roadway with a gravel shoulder and ditch on the project
side. Roadway is centered upon the right-of-way centerline. The far side is sidewalk,
curb and gutter. The neighboring church uses the gravel shoulder for parking.
North half of 6th Avenue S: 26' roadway with a slope on the project side. The entire
paved roadway is located on the far side of the right-of-way centerline. On the far side is
a gravel shoulder used for head -in parking to housing.
North of Site: S 314th Street, 60' ROW, with 30' half ROW. An approximate 26' roadway
with a grass shoulder/ ditch on both sides. The roadway is centered upon the right-of-
way centerline. There is a lower, secondary frontage road that is used for staff parking.
This road is partially upon the right-of-way.
Proposed Conditions
Proposed frontage improvements for the south side of S 314th Street include jurisdictional
standard elements encompassing a driving lane, parking lane, planter strip, and sidewalk.
In order to meet ADA compliance requirements, ADA ramps will be provided at the curbs for
both main access driveway points.
S 314th Street includes two overhead poles. The pole that is east of 7th Ave S is in -line with
the currently proposed planter strip; therefore, it could be retained in its current condition.
The pole located at the southwest corner of the S 314th Street and 7th Avenue S intersection
will need to be relocated due to conflict with the proposed intersection.
Additionally, S 314th Street includes a large maple tree that is generally in line with the
proposed planter strip. If it is desired to be retained, the curb can be constructed with a bulb
out to protect the root structure.
6th Avenue S includes one terminus pole. If the City requires frontage improvements, this
pole will need to be removed, or the line will need to be installed underground since it is near
to the centerline of the right-of-way.
The City standard entrance is a concrete apron. ADA ramps are located outside but adjacent
to the driveway apron.
Grading
The finished floor elevation for the proposed school building is 435. New grading is proposed
for various areas of the site. The easterly driveway will slope down at approximately 6% into
the bus drop-off/pick-up zone and associated parking area, while the westerly driveway
slopes down at approximately 5.5% into the parent drop-off/pick-up and parking area. Both
the easternmost and westernmost parking areas will generally slope towards the central
landscaped "islands" that will be sited with sand filter facilities. Slopes for the eastern
parking area will vary between 5% and 1.5%. The westerly parking area will have slopes
between 4% and 1.5%. The hard surface play area will be graded to slope south at 1.5%,
and the playfield will slope southwest at approximately 2%. The proposed stormwater pond
located at the southwest corner of the site will be designed with a depth of approximately 6
76 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives
Civil Narrative (cont.) feet. Per the preliminary geotechnical report, the existing on -site fill soils (0 - 7.5' BGS) are
not suitable for the purpose of foundation support and will most likely require mitigation for
MIRROR LAKE new pavement. A combination of over -excavation, special foundations and mitigation for new
pavement will be required.
Storm Drainage and Drainage Code Requirements
The stormwater design will be developed in compliance with the 2016 King County
Stormwater Design Manual (KCSWDM) as adopted by the City of Federal Way, as well as the
City's Addendum to the 2016 KCSWDM dated January 8, 2017. The site is located within the
Hylebos Creek drainage basin, which ultimately discharges to the Puget Sound.
Stormwater runoff from the property is conveyed to approximately the midway point of the
southern boundary line of the school parcel. Stormwater flow is then conveyed westerly
towards 6th Avenue S via a drainage ditch and discharged into the public storm drainage
system. Within the public drainage system, stormwater is generally conveyed southerly to
Hylebos Creek eventually discharging to the Puget Sound via Commencement Bay. The
proposed stormwater strategy and design will not alter the existing downstream drainage
patterns or path from the site.
Since the existing impervious surface coverage for the site is 41.87%, the project meets
the 35% threshold requirement to classify as a "redevelopment." Additionally, water quality
treatment is required for all pollution generating impervious surfaces and the project must
also comply with jurisdictional flow control requirements, Soil conditions in the site area are
not conducive to infiltration, eliminating options to use bioretention facilities or permeable
pavement to mitigate stormwater runoff from the site. Since on -site infiltration is infeasible,
the stormwater management strategy for water quality treatment and flow control will
encompass the use of large sand filter systems and detention facilities.
The site resides within a City designated Enhanced Basic Water Quality Treatment area.
In order to meet this level of required treatment, five sand filter facilities are proposed for
various areas of the site to treat runoff from target pollution generating impervious surfaces
such as the parking lots, drive aisles, service areas, and synthetic turf playfield. Two sand
filters are proposed for the central landscaped "islands" of both the westernmost and
easternmost main parking lot areas. Furthermore, two additional sand filters will be sited
directly adjacent to the north and south of the secondary parking area that precedes the
service area entryway. Based on current modeling calculations, the dimensions of these
proposed four on -site sand filter systems are as follows:
Sand Filter #1 (westernmost parking area): 961 SF —1.5' Depth
Sand Filter #2 (easternmost parking area): 784 SF —1.5' Depth
Sand Filter #3 (east secondary / service parking area - north): 169 SF —1.5' Depth
Sand Filter #4 (east secondary / service parking area - south): 169 SF —1.5' Depth
A fifth sand filter system is also proposed for the playfield in the southern portion of the
property, which is further described below.
The site is also located within a designated Conservation Flow Control Area. To address this
level of required flow control, one detention facility is currently proposed to be located in
inte rus FEDERAL WAY Federal Way Public Schools - Schematic Design 77
g,w�„„,,, „ If: LICSCHOOLS Summer 2018
2
2design narratives
Civil Narrative (cont.) the southwest corner of the school property near the relocated playfields. Based on current
sizing, the proposed stormwater detention pond will be 7,600 square feet at the bottom,
MIRROR LAKE 13,750 square feet at the top, with a depth of 6 feet and have a volume capacity of 63,000
cubic feet.
Additionally, per the Geotechnical Report recommendation footing drains, consisting of
perforated pipe surrounded by clean crushed rock, will be installed around the entire new
building footing as well as wall footing. The footing drain will connect to the new storm
drainage system. Cleanouts will be provided at approximately 100' on center.
School Playfields: Stormwater Mitigaion Design and Requirements
The existing playfields currently occupying the entire western portion of the school properly
will be relocated to the southern portion of the site with a smaller footprint in the proposed
conditions. The playfields will be improved as a part of the redevelopment with a new field
design, layout, and subsurface drainage system. Proposed civil improvements for the field
will include incorporating stormwater mitigation measures and grading modifications into the
new overall field design to meet jurisdictional requirements for water quality treatment and
flow control (detention). The overall drainage approach for the playfield improvements will
be developed and designed to accommodate planned synthetic turf surfacing. As previously
mentioned for water quality treatment, the fifth proposed sand filter system for the site is
for the playfield. Currently, the design proposes a 729 SF -1.5' Depth sand filter system
within the far western portion of the field. Additional stormwater mitigation strategies for the
playfield may be proposed further in the design process.
Sanitary Sewer
The site is within the Lakehaven Water & Sewer District service area. Per a 1965 Lakehaven
Sewer District record drawing, the existing school is currently served by a gravity sewer
system that shows an on -site side sewer that consists of a 6-inch sewer line at 2% that
flows southerly to the midpoint of the south property line, then easterly in an 8-inch pipe
to the southeast corner of the school property. The 8-inch pipeline then flows southerly at
0.595% along the backside of residential properties on the east side of 7th Place S. This
easement also includes an existing 12-inch force main.
Per a 1987 survey by Sitts and Hill, the building is connected to a sanitary sewer manhole
(SSMH) on the west side of the existing school listed with a rim elevation of 435.33, IE
426.66 (8.67' deep). The existing finished floor elevation is approximately 436.7; therefore,
the manhole is approximately 10-feet below existing FF The current survey was prepared
to City of Federal Way standard datum, NGVD 1929. This appears to be consistent through
each survey.
This existing on -site sewer line was not surveyed in 2018, but it was indicated in records
available from the Lakehaven Water & Sewer District and Federal Way Public Schools.
There is also an 8-inch concrete sewer main in 6th Avenue S on the west side of the
properly, as well as a sanitary sewer manhole (Rim 419.54, IE 411.74, 7.8' d) near the
SW corner of the property. It appears that the school is not connected to this main, since it
78 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives
Civil Narrative (cont.) may have been constructed after the school. The Lakehaven Water & Sewer District has GIS
records showing the mainline, but they do not have as -built records of its installation.
MIRROR LAKE
At this time, LPD Engineering recommends the installation of a new side sewer to connect
to the main in 6th Avenue S, because the existing sewer is over 50 years old and will either
need to withstand an air pressure test or be lined. Additionally, the existing sewer is most
likely too shallow to serve the new school since the new building will be sited at a lower
elevation than the existing school.
Most of the existing gravity sewer line is proposed to remain to serve the new school during
Phase 1 construction. Since the project will be phased, a temporary side sewer is proposed
to serve the existing building while occupied during construction. This temporary sewer
line will connect to the existing side sewer to the south of the proposed gym building. The
existing side sewer will be abandoned when the existing building is razed.
During Phase 2, a new side sewer will be installed and connected to the existing sewer main
in 6th Avenue S. Pavement restoration will be required following the installation of the new
side sewer. A grease interceptor is proposed at the kitchen discharge. Consequently, the
building side sewer must extend from the NE corner of the building to the west side of the
building where the connection to the main is located. The final actual location is flexible.
Domestic Water and Fire Service
Water service in the site area is provided by the Lakehaven Water & Sewer District. Currently,
the site is served by a partial water loop line system consisting of 8-inch ductile iron pipe.
The looped system is connected to five on -site fire hydrants and connected to three water
mains in 7th Avenue S, 6th Avenue S, and 7th Place S.
The design proposes to remove the western portion of the existing on -site water loop
and retain the eastern portion to continue to serve the new school facility. The new loop
will retain the same three connections to the loop. The existing on -site fire hydrants
currently connected to the existing looped system will be replaced to accommodate the
new site layout. The new looped system will connect to the existing loop and will include
approximately five fire hydrants.
To the south of the new building, a new 8-inch line will be used to accommodate service for
the existing school building while occupied during construction of the new facility in Phase I.
A temporary water service line is proposed to connect the existing building to the new 8-inch
water line. Once construction of the new school building is completed, the temporary water
service line will be removed and the new 8-inch water line will remain to provide service to
the relocated hydrant sited at the terminus of the water line.
Domestic water and fire service will come off of the southern portion of the water main loop
and enter the building on the north side of the new school's east wing. A 6-inch fire service
and 4-inch domestic water service is proposed. Based on the currently proposed design by
the mechanical engineer, the DDCV will be located inside of the building.
Per Brian Asbury, Development Engineering Supervisor at the Lakehaven Water and Sewer
District on 7/2/18 regarding Mirror Lake Elementary School:
inte/��jrus FEOERALWAV Federal Way Public Schools - Schematic Design 79
�l�ncxirE _, PLI9LIC SCHOOLS
-�- -�—�-- Summer 2018
05
2design narratives
Civil Narrative (cont) "We don't have any nearby system hydraulic info here either, however the site has an 8"
diameter interconnected system. The best guess I can provide you re: existing system
MIRROR LAKE information, and based on a relatively nearby model result, would be that there's about
2,100 GPM available fire flow. Estimated static pressure range at this site is approximately
33-42. While not procedurally "low" pressure, this is definitely not high pressure, and
Lakehaven will recommend consideration of booster pump installation for this site."
BCE Engineers is currently considering the booster pump recommendation.
Recommended Next Steps:
1. Request hydrant flow tests at each of the schools.
2. Request Lakehaven Water & Sewer District to perform a hydraulic model with a new
8-inch loop.
3. Coordinate with the Fire Marshal to determine the Fire District minimum
requirements for flow and pressure.
4. Design improvements to avoid pumps, DDCV and upsizing the City system.
Paving and Surfacing Materials
Heavy duty asphalt pavement is proposed for all on -site driveways and drive aisles including
for the easternmost and westernmost parking lots; the secondary parking lot preceding the
service entryway to the east of the school building; the service area; and the dedicated fire
access lane. Alternatively, standard asphalt pavement is proposed for all on -site parking
stalls, as well as for the planned outdoor hardscape and hard play areas on the south side
of the school building. Proposed site walkways and ADA ramps will be paved with standard
concrete, and a concrete vertical curb will be constructed around the perimeter of the new
parking and drop-off/pick-up areas. Additionally, flush concrete curb will be constructed
adjacent to the interior portions of all of the parking stalls designed for both the primary
easternmost and westernmost parking areas, as well as adjacent to the exterior portions of
the north and south facing parking stalls of the service area parking lot.
80 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives
Civil Narrative (cont.) WILDWOOD
WILDWOOD Site Overview
This project is for the replacement of Wildwood Elementary School, which is part of the
Federal Way Public Schools district. The existing one-story elementary school building,
originally built in 1967, will be demolished along with three on -site portable classroom
structures and other ancillary site features currently occupying the site. The site will be
redeveloped with a new 56,600 sf Pre-K through 5th grade elementary school facility. Other
site improvements will include new site parking, bus loading and parent drop-off/pick-up
zones, and play areas and fields.
The site resides on an approximately 9.38-acre parcel (parcel number: 0421049167)
located at 2405 S 300th Street in the Laurelwood neighborhood of Federal Way, Washington.
The school property is bound by S 300th Street to the north, single-family residential
properties to the east and south, and both Wildwood Park and single-family residences to the
west.
The existing school building, portable structures and associated parking areas sit within the
northern portion of the overall school property, and the playfields occupy the entire southern
portion of the site. Vehicular access to and from the site is currently via two driveways off
of S 300th Street, which is located directly adjacent to the north of the school property.
The westernmost vehicular access point provides ingress to the site and the easternmost
driveway serves as the egress point from the site. Circulation throughout the site is via a
one-way drive aisle, which provides access to two existing parking areas.
Topographically, the existing school building and fields sit on a slight plateau with steeper
sloping down to lower elevations of approximately 480 feet along the eastern and western
perimeters of the school property. The highest elevation points on the site are located north
of the existing school building and near the eastern portion of the southern boundary line
of the parcel. Elevation levels in these high areas are approximately 505 feet, resulting in
a steeply sloped hill in the right-of-way on S 300th Street. According to soil data obtained
from the USDA Web Soil Survey, soils on the majority of the site consist primarily of Arents,
Alderwood material 6 to 15 percent slopes (AmC). To a lesser extent, site soils also consist
of Alderwood gravelly sandy loam, 15 to 30 percent slopes (AgD), which is predominantly
concentrated in a very limited area within the eastern extremities of the site. Furthermore,
based on preliminary findings deduced from geotechnical explorations conducted on the
site, subsurface soils are comprised of fill soils underlain by Vashon lodgement till. These
identifiable soil types are typically considered poor infiltration receptors.
Based on City of Federal Way critical areas mapping, designated environmentally sensitive
areas for the site include a large erosion hazard zone within the majority of the western
portion of the overall school parcel. Additionally, Wildwood Park, a neighborhood park
maintained by the City of Federal Way's Parks Department & Recreation Division, lies on the
parcel adjacent to the west of the northwestern portion of the school property.
The proposed building, designed with a new layout and footprint, will be sited further
south and slightly west of the existing building location. Due to this shift on the site, the
new building will occupy the majority of the southwestern portion of the property currently
Fm6RRLWAY Federal Way Public Schools - Schematic Design 81
ate rUS
Summer 2018
2
2design narratives
Civil Narrative (cont.) occupied by the existing playfields. Additionally, the existing building currentLsits at an angle
on the site; however, the proposed building will be rotated so that the full extent of the school
WILDWOOD fagade fronts S 300th Street. Similar to the existing site, three parking areas will also reside
on the proposed site, but they will be rotated to sit directly parallel to S 300th Street, as well
as expanded and reconfigured with new layouts and circulation patterns. The two existing
vehicular access driveways off of S 300th Street that currently provide a continuous path of
access and circulation throughout the site will remain, but they will be modified to provide
completely separate vehicular access for two different parking areas. A dedicated service
access/fire service lane will extend off of the bus loop parking area. The existing playfields
currently occupying the entire southern portion of the property will remain in the proposed
conditions, but with a smaller overall footprint. Proposed field improvements include new
field design and layout, and the installation of a new subsurface drainage system. The
covered and hard surface play areas will be relocated to the south side of the east wing of
the new school facility, and the soft surface play area will sit in alignment with the other play
areas but slightly further east.
Permitting
The City of Federal Way is the governing permitting agency for clearing, grading, storm
drainage, erosion control, and right-of-way improvements. The Lakehaven Water and Sewer
District will have jurisdictional oversight for permitting related to water and sewer utilities.
Site Demolition
The existing school building, portable structures, parking lots, play areas and walkways will
be demolished for the construction of the proposed improvements. It is anticipated that
the utilities located below the proposed building footprint will be removed in their entirety
to facilitate construction of the new building. Utilities no longer required and/or are outside
the building footprint area, but within the development area, may be abandoned in place
or removed as necessary to construct the new elementary school facility. Utilities that are
required to remain active during and/or after construction will be re-routed as necessary
or protected in -place during construction. Trees that will be impacted by the proposed
improvements will be removed, and existing trees on the site not subject to impacts resulting
from the proposed development will be retained to the extent feasible.
Temporary Erosion and Sedimentation Control (TESC)
The TESC system will be designed in accordance with the City of Federal Way erosion
control requirements, in addition to, the 2016 KCSWDM and the Department of Ecology
Construction Stormwater Pollution Prevention Plan (SWPPP). TESC facilities will include at
a minimum: stabilized construction entrance, silt fencing, catch basin inserts, interceptor
swales, sediment ponds or tanks, and other miscellaneous sediment control facilities. The
existing pavement will likely be used for stabilized construction access and staging until such
time as it needs to be removed for construction of the proposed improvements. Temporary
sediment settling tanks will be used for sediment control. The construction documents will
include the requirements for the contractor to manage the construction site in accordance
with BMPs. This will include marking the clearing limits; limiting the site area that is exposed
and stabilizing exposed areas with mulch or other approved measures; protecting slopes;
and managing any water from construction dewatering.
82 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives 2
Civil Narrative (cont.) Site Access, Parking, and Off -Site Improvements
WILDWOOD The existing vehicular access points, site circulation patterns, and parking lot layouts will be
modified and reconfigured for the new school development. In order to accommodate these
site improvements, the proposed school building will be rotated to front S 300th Street and
set back further south on the site.
Vehicular access will be provided by the two existing primary access driveways off of S
300th Street. The locations of these two access points have been maintained from the
existing conditions; however, on the proposed site, each driveway provides dedicated
ingress/egress access for separate parking areas. The easternmost driveway provides
access for bus loading/unloading and the associated staff parking area. The westernmost
driveway primarily accommodates parent drop-off/pick-up and access to the visitor parking
area. Both service and fire access to the south side of the school building are proposed off
of the bus loop for the easterly parking area. New circulation patterns for vehicular traffic
include a one-way drive aisle for the parent drop-off/pick-up zone. Currently, the vehicular
circulation pattern for the bus loading parking area is undefined and will be determined
further in the design process.
Improvements to the parking areas include reconfigured circulation patterns and parking
stall layouts, increased parking stall accommodations, ADA accessible parking stalls, and
pedestrian walkway from parking areas to the school entrance. The new site will include two
primary parking areas adjacent to the direct north and northeast of the school building, and
an additional secondary parking area located directly adjacent to the east of the building. The
easternmost main parking lot will include straight parking stalls to accommodate 36 vehicles,
while the westernmost parking lot will provide 31 angled parking stalls, two of which will be
ADA accessible. The secondary parking area, primarily intended for service and additional
staff parking, will consist of 15 straight parking stalls including two ADA accessible parking
spots. Additionally, wheel stops are proposed for all designed on -site parking stalls.
Off -Site Improvements
Summary
The existing frontage on S 300th St is Local Access, per City of Federal Way, Comprehensive
Plan, Map III-3, "Functional Classification of Existing and Planned Streets." Per Functional
Classification of Streets; "Since the City does not plan local street networks, the applicable
street cross-section for local streets will be established through the City's development
review process, which is ongoing."
Per City Development Standards, the project is proposing a modified Local Street Section X,
which includes a 10' drive lane, 8' ditch (paved) and new 5' sidewalk.
The near side of the street would change from an extruded curb at 12' and edge of
pavement at 17' to a curb at 18' and 23' back of sidewalk. This is the same section width as
the opposite side of the street, but it would most likely impact some of the existing significant
trees.
inte/�'` Eyr PU LIC SCHOOLS
Federal Way Public Schools - Schematic Design 83
�J �x�xrrr�ruetP`�BLIC SCHOO`
Summer 2018
2design narratives
Civil Narrative (cont.) Alternatively, to protect and retain additional significant trees, we will recommend to the City
that instead of Local Street Section X, continue to use the same section that is adjacent to
WILDWOOD the east to protect existing large, significant trees. In this case, the near side of the street
would change from an edge of pavement at 17' to a curb at 14.5' and 20' back of sidewalk.
ExistinQConditions
West of Site - Wildwood Park: half -ROW width 30', 30' roadway, 5' walkway with 4"
raised curb. No parking permitted.
• Adjacent to Site: ROW is 60', half -ROW width 30', 21' roadway width; on the near side
is: 5' driving lane, 7' parking lane, 5' walkway with 4" raised curb. Grades are 15% up
and 15% down. Restricted site distance due to vertical curve.
East of Site: Half -ROW width 30', The near side lane width is 11' and buses cannot
make a right turn due to the median gore curb at the intersection. At the east end of the
gore, the roadway is 27-feet wide, and concrete sidewalk is 5' with curb and gutter. No
parking permitted.
Proposed Conditions
Frontage improvements will be limited to the south side of the street. Currently S 300th
Street is not developed according to jurisdictional standards; therefore, proposed frontage
improvements will include standard elements encompassing a driving lane, parking lane,
planter strip, and sidewalk. In order to meet ADA compliance requirements, ADA ramps will
be provided at the curbs for both main access driveway points,
The City standard entrance is a concrete apron; however, the project is proposing a curb
return entrance at the east entrance because it is a bus entrance, and a curb return is
necessary to install ADA ramps within the intersection,
The eastern driveway is proposed to be wider than the existing entrance to allow buses to
turn from northbound to eastbound.
Grading
The finished floor elevation for the proposed school building will be 492. New grading is
proposed for various areas of the site. The easterly and westerly driveways will be graded
to slope up at approximately 6,5% to a ridge line. Both the easternmost and westernmost
parking areas will generally slope towards the central landscaped "islands" that will be sited
with sand filter facilities, Slopes for the eastern parking area will vary between 6.5% and
1.5%. The westerly parking area will have slopes between 3.5% and 1.5%. The hard surface
play area will slope to the south at approximately 1.5%. In general, the playfield will slope
north-northwest at approximately 2%; however, the southwest corner of the playfield will be
graded to slope to the east. Retaining walls are proposed for both the north and east side
of the bus drop-off/pick-up zone. The retaining wall along the east side of the bus drop-off/
pick-up zone continues south along the designated service access/fire service lane. Per the
preliminary geotechnical report, fill soils (1.5 —13.5' BGS) are not suitable for the purpose
of foundation support and will most likely require mitigation for pavement or slab -on -grade
support. A combination of over -excavation, special foundation design and mitigation of
pavement and slab -on -grade areas will be required.
84 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives
Civil Narrative (cont.) Storm Drainage and Drainage Code Requirements
WILDWOOD The stormwater design will be developed in compliance with the 2016 King County
Stormwater Design Manual (KCSWDM) as adopted by the City of Federal Way, as well as the
City's Addendum to the 2016 KCSWDM dated January 8, 2017. The site is located within the
Lower Green River drainage basin, which ultimately discharges to the Puget Sound.
There are four discharge points from the school site. The majority of the stormwater runoff
from the property is collected and conveyed to a catch basin in the northwest section of
the site and discharged into the public system in S 300th Street. From there, stormwater in
the public system flows north and then easterly to the Green River eventually discharging
into the Puget Sound. Areas in the northeast portion of the property sheet flow to S 300th
Street and then flow east, eventually joining the public system and flowing north and east
towards the Green River. Areas in the northwest portion of the property also sheet flow onto
S 300th Street, before being conveyed north to join the downstream path of the majority of
stormwater runoff from the site. The playfield area of the site sheet flows southeast of the
school property. Runoff from this third discharge point follows the same downstream path
at'/a mile from the site, ultimately outfalling into the Puget Sound. Both the northeast and
southeast drainage points of the site will be modeled as bypass in order to not alter the
existing drainage patterns and downstream path.
Since the existing impervious surface coverage for the site is 36.39%, the project meets
the 35% threshold requirement to classify as a "redevelopment." Additionally, water quality
treatment is required for all pollution generating impervious surfaces, and the project must
also comply with jurisdictional flow control requirements. Soil conditions in the site area are
not conducive to infiltration, eliminating options to use bioretention facilities or permeable
pavement to mitigate stormwater runoff from the site. Since on -site infiltration is infeasible,
the stormwater management strategy for water quality treatment and flow control will
encompass the use of large sand filter systems and detention facilities.
The site resides within a City designated Enhanced Basic Water Quality Treatment area. In
order to meet this level of required treatment, three sand filter facilities are proposed for
various areas of the site to treat runoff from target pollution generating impervious surfaces
such as the parking lots, drive aisles, service areas, and synthetic turf playfield. One sand
filter is proposed for the central landscaped "island" of the westernmost main parking lot
area. Furthermore, an additional sand filter will be sited directly adjacent to the south of the
secondary parking area that precedes the service area entryway. Based on current modeling
calculations, the dimensions of these proposed three on -site sand filter systems are as
follows:
Sand Filter #1 (westernmost parking area): 2,125 SF —1.5' Depth
Sand Filter #2 (east secondary / service parking area — south): 256 SF —1.5' Depth
As further discussed below, a fourth sand filter system is also proposed for the playfield in
the southern portion of the property.
The site is also located within a designated Conservation Flow Control Area. To address
this level of required flow control, two detention facilities are currently proposed for the
site. One detention vault will be located underneath the northern ends of the two primary
parking areas. This vault is currently sized to be 80' x 60' x 7' with a volume capacity of
s_, �
Il"lte ruFEDERAL WAV Federal Way Public Schools - Schematic Design I 85
�""`"" =°a"—S—`— Summer 2018
2
2design narratives
Civil Narrative (cont,) 33,600 cubic feet, An equivalent facility was sized using 449 StormTech SC-740 chambers,
Additional detention proposed for the site will be for the playfields, which is further described
WILDWOOD below.
Additionally, per the Geotechnical Report recommendation footing drains, consisting of
perforated pipe surrounded by clean crushed rock, will be installed around the entire new
building footing as well as wall footing. The footing drain will connect to the new storm
drainage system. Cleanouts will be provided at approximately 100' on center.
School Playfields_Stormwater Mitigation_ Design and Reouirements
The existing playfields currently occupying the entire southern portion of the school property
will remain in the proposed conditions, but with a smaller footprint. The playfields will be
improved as a part of the redevelopment with a new field design, layout, subsurface drainage
system, and potentially, synthetic turf surfacing. Proposed civil improvements for the field
will include incorporating stormwater mitigation measures and grading modifications into
the new overall field design to meet jurisdictional requirements for water quality treatment
and flow control (detention). The overall drainage approach for the playfield improvements
will be developed and designed to accommodate planned synthetic turf surfacing. As
previously mentioned for water quality treatment, the third proposed sand filter system for
the site is for the playfield. Currently, the design proposes a 3,150 SF —1.5' Depth sand
filter system within the far eastern portion of the field. Additionally, detention for this area
will be addressed through the integration of a control structure into the field's proposed new
underdrain system. Current modeling calculations size the underdrain detention system at a
volume capacity of 10,106 cubic feet.
Sanitary Sewer
Existing Conditions
The site is within the Lakehaven Water & Sewer District service area. The existing school is
served by a gravity sewer that conveys wastewater flow northeast of the site to a manhole
in S 300th Street at 26th Avenue South. The rim elevation is 481.70, IF 477.25. The 8-inch
sanitary sewer main in S 300th Street flows easterly,
Proposed Conditions
The existing side sewer line currently serving the property will be replaced with a new PVC
gravity sewer service line.
Lakehaven Water & Sewer District code requires a side sewer with a minimum 2% slope.
From the far south-west corner of the school, which has an FF of 492.0 - 3-feet cover —150
bldg sewer @ 2.0% - (280+150+100+250) @ 1.0% of 8" — 5x0.1' = IE 477.7. Since the
IF of the SSMH at the connection point is 477.25, there is less than 6-inches of flexibility.
Therefore, it is necessary for the 8-inch line to extend to the southwest wing. Since this
exterior 8-inch line is designed at 1.0%, it requires manholes and will be designated as a
public line within a sewer easement. The new line will connect to the building at two locations
— the east side of the west wing of the school and on the east wing, from the kitchen.
A grease interceptor is proposed at the kitchen discharge. Its discharge will connect to the
8-inch sewer.
86 1 Federal Way Public Schools - Schematic Design
Summer 2018
design narratives
Civil Narrative (cont.) Domestic Water and Fire Service
WILDWOOD Existing System
Water service in the site area is provided by the Lakehaven Water & Sewer District with
primarily older 6-inch water mains. Per the site survey and District water system maps,
current water service for the school property is provided from the 6-inch water main in S
300th Street. There is an existing on -site fire water line loop that is served off of the main
in S 300th Street that consists of 6-inch cast iron and ductile iron pipe and connects to five
existing fire hydrants on the school property. The flow rate is between 1000gpm to 2000gpm
with pressure approximately 33-42 psi.
A hydraulic test should be accomplished by the District. As of 7113/18, the request for
funding was submitted to the Federal Way Public Schools district.
Per Brian Asbury, Development Engineering Supervisor at the Lakehaven Water and Sewer
District on 7/2/18 regarding Wildwood Elementary School:
"We don't have any nearby system hydraulic info here, and the site has on older 6" diameter
loop onsite. And, quite a bit of main in this 'north Steel Lake' area is older 6" diameter water
main. So, the best guess I can provide you re: existing system information would be that
there's about 1,000 GPM available fire flow (maybe, barely). I can't imagine that the entire
onsite water main system at this site won't need to be reconstructed with 8" diameter water
main, to achieve the required onsite fire flow determined by fire marshal. Estimated static
pressure range at this site is approximately 33-42. While not procedurally "low" pressure, this
is definitely not high pressure, and Lakehaven will recommend consideration of booster pump
installation for this site."
From Brian Asbury, Development Engineering Supervisor at the Lakehaven Water and Sewer
District on 5/29/18 regarding the redevelopment of the Wildwood Elementary School site:
"I would think/hope most work would be relatively straightforward.... existing system
facilities can remain in -place, or some re-location(s) will be necessary. ...Neither site should
have any significant issues, except possibly the Wildwood site as: A) the water system in
this area is older 6" pipe sizes so "available" fire flow GPM will almost certainly be less than
2,500 GPM & quite possibly less than 1,750 GPM (this could impact building construction
type potentially); and B) if any existing onsite water main conflicts with new building(s) then
removal of that AC main won't be an expensive construction cost component. Lakehaven is
involved & part of the CityFW's Development Review Committee, so when each site goes thru
the City FW's pre-app process we'll be part of that review/comments. More specific to water/
sewer of course, we do have a Developer Pre -Design process; however, I generally try to
steer folks away from this non-refundable fee is possible. Instead, if you've some reasonable
preliminary site & utility layouts, we can usually review those view email PDF within a week
or two & provide enough comments to get the plans to submitable format to get direct to our
Developer Extension Agreement process."
rte��`j�rus MERAL WAY Federal Way Public Schools - Schematic Design 87
.J�eax„E _, PUSUC SCHOOLS
-------- Summer 2018 .
2
2design narratives
Civil Narrative (cont.) Proposed System
The existing fire water loop will be replaced with a new and expanded looped system to
WILDWOOD accommodate the larger footprint and new siting of the proposed school building. The new
8-inch water loop system will be ductile iron pipe per Lakehaven Water & Sewer District
requirements and connect to approximately five on -site fire hydrants. This new looped
system will connect into the existing 6-inch main in S 300th Street at two location points.
The fire connection and domestic system connections are proposed at the NE corner of the
proposed building.
The fire loop is designed in accordance with FWMC 13.31.030 2015 Fire Code amendments
(1)(b) "The fire apparatus access road shall ... extend to within 150 feet (45 720 mm) of all
portions of the facility..."; (1)(f) "Fire apparatus access roads shall have an unobstructed
width of not less than 20 feet..."; and (1)0) "Dead-end fire apparatus access roads in excess
of 150 feet (45 720 mm) in length shall be provided with an approved area for turning
around fire apparatus."
BCE Engineers is currently considering the booster pump recommendation.
Recommended Next Steps:
1. Request hydrant flow tests at each of the schools.
2. Request Lakehaven Water & Sewer District to perform a hydraulic model with a new
8-inch loop.
3. Coordinate with the Fire Marshal to determine the Fire District minimum
requirements for flow and pressure.
4. Design improvements to avoid pumps, DDCV and upsizing the City system.
Paving and Surfacing Materials
Heavy duty asphalt pavement is proposed for all on -site driveways and drive aisles including
for the easternmost and westernmost parking lots; service and fire access lane; the
secondary parking area to the east of the school building; and the service entrance and
associated service area. Alternatively, standard asphalt pavement is proposed for all on -
site parking stalls as well as for the planned outdoor hardscape and hard play areas on the
south side of the school building. Proposed site walkways and ADA ramps will be paved with
standard concrete, and a concrete vertical curb will be constructed around the perimeter
of the new parking and drop-off/pick-up areas. Additionally, flush concrete curb will be
constructed adjacent to the interior portions of all of the parking stalls designed for both the
primary easternmost and westernmost parking areas, as well as adjacent to the exterior
portion of the south facing parking stalls of the service area parking lot.
88 + Federal Way Public Schools - Schematic Design
! Summer 2018
design narratives
Landscape Narrative
General Considerations
All landscaping will comply with the City of Federal Way municipal code requirements
and Federal Way School District Standards for site development. The landscape will be
designed to create outdoor spaces that support the activities at the school and to enhance
the building and surrounding site. An emphasis will be placed on using low -maintenance,
native plants and / or drought resistant ornamentals that have proven to be adapted to the
climactic conditions of Federal Way and comply with the City of Federal Way landscape code
requirements.
Site Design
The bus drop-off to the northeast, parent drop-off to the northwest, and play area to the
south are in close proximity to the building to shorten travel distance for children. Service
access is planned for the east side of the site for trash pick-up and will have minimal
conflicts with the bus drop-off/pick-up location by providing a generous amount of
separation. Fire access will be provided along the south and east sides of the site and will
allow for fire trucks to reach all areas of the building. Fire access will also be provided at the
north side of the building where the parent drop-off and bus route is planned. The landscape
areas adjacent to the building includes paved areas and sidewalks designed to facilitate
pedestrian circulation and connections to these areas.
The play area on the south side of the building will be a large, asphalt play surface with a
covered play area and a variety of outdoor game striping. A synthetic play field and new
play equipment with a soft -play surfacing will be included in the development of the outdoor
activity areas, Existing mature trees are proposed to remain along the eastern perimeter of
the site. The ground plane of the existing trees is intended to incorporate either existing low
understory plants or new lawn or mulch area to keep sight lines open. When necessary, low
hanging branches of the trees will be removed to enhance sight lines. Backstops, dug -outs,
tall fencing, goal posts or other accessories associated with higher level competitive play
are not anticipated to be part of this project, All areas of play will be designed to optimize
supervision.
Plazas, courtyards and other outdoor pedestrian areas will be designed to be long lasting and
serve both functional and aesthetic needs. Durable materials, such as concrete for paving
and seating, will be chosen for those areas receiving the most intensive use. Site furnishings
will include recycled or "green" content wherever possible. Use of wood products will be
extremely limited if used at all.
Landscape Design
A stormwater pond will be incorporated to provide stormwater detention and certain
areas, including the parking lots, will be designed for bio-retention to provide storm water
treatment; bio-retention plants will include informal plantings that will be selected carefully
to ensure visibility throughout the site while still providing lush plantings that accentuate
the natural character of the surroundings. Shade trees will be planted in the parking lots
if necessary to meet potential code requirements or where existing trees cannot
be kept. Low -maintenance eco-turf/meadow mix may be used along disturbed
Mr,"LWAY Federal Way Public Schools - Schematic Design 89
inte rus
Summer 2018
2
2design narratives
Landscape Narrative (cont.) edges of natural areas. Import topsoil at a depth of 8" and wood chip mulch at a
depth of 3" will be incorporated and applied in all new landscape areas to promote
healthy plant growth and reduce weeds. The planting design will consider mower
access, minimizing complex layouts, and avoiding plants that require intensive hand
pruning or weeding. The landscape specifications for the project will require a 1-year
extended contractor maintenance period to help with plant establishment and to
ensure future district maintenance is minimized.
Irrigation
Landscape areas will be watered with an in -ground, automatic, water -efficient
irrigation system where appropriate to enable faster, healthier plant establishment.
The irrigation system will be a combination of high efficiency spray heads, rotators,
and rotors to reduce the use of water. The provided equipment will be consistent with
the District's standards and will include rain and flow sensors to help minimize water
use.
90 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives
Mechanical Narrative
Codes and Standards
The mechanical system will be designed to comply with the following codes:
• 2015 Washington State Energy Code
• 2015 International Mechanical Code with Washington State Amendments
■ 2015 Uniform Plumbing Code with Washington State Amendments
HVAC System
Heating and ventilation will be provided throughout the building by zone -level four -pipe fan
coil units. The fan coil units will include variable -capacity ECM fan motors to adjust supply
airflow seasonally based on space heating and economizer requirements. Each unit will
have the capability of economizer cooling, which utilizes cool outside air to cool the space.
Each area will be capable of being heated or ventilated independently from the adjacent
area. CO2 sensors will be provided in each classroom, gymnasium, and commons space
for demand -controlled ventilation capability. Barometric relief systems will provide building
relief during economizer operation. Science/art/STEM and other potentially high contaminant
classrooms will be exhausted as required to maintain negative pressurization relative to adja-
cent spaces. The kitchen grease exhaust fan will be located up on the roof. The ductwork for
kitchen grease exhaust and moisture removal systems shall be heavy gauge stainless steel,
continuously welded to minimize any leakage within the occupied space. General exhaust
will be provided for the kitchen, storage, utility, and toilet rooms.
Heating water will be generated by two high efficiency gas -fired boilers, each sized at
roughly two-thirds of the building load. Heating water will be distributed using fully redundant
variable speed pumps, located in the boiler room.
Chilled water will be provide via a high efficiency chiller located in the service yard. Chilled
water will be distributed using fully redundant variable speed pumps, located in the boiler
room.
Hydronic system piping will be schedule 40 steel for sizes larger than 2", and type L copper
for sizes 2" and smaller, Valving shall be provided to separate individual areas of the piping
system for ease of maintenance.
The main mechanical room is to house the hydronic pumps and central plant components,
All fan coil units will be located on a mechanical platform located above the second floor for
ease of maintenance and accessibility. Maintenance clearances for repair and removal of
each piece of equipment shall be accommodated in all mechanical spaces.
A dedicated split system DX cooling unit will be provided to cool the main communications
room (MDn and any OF rooms requiring cooling. The Elevator Machine Room will be provid-
ed with a ductless split system cooling unit.
Electric wall heaters will be provided in the boiler room. A thermostatically controlled exhaust
fan will cool the boiler room and main electrical room to within 10 degrees of ambient out-
door air temperature.
71te rus FEDERALWAV Federal Way Public Schools - Schematic Design 91
�,,,„„E�,„„E PU,L_,,CHOOL, Summer 2018
2
2design narratives
Mechanical Narrative (cont.) Temperature Controls and Energy Management
A full Direct Digital Control (DDC) system will be provided for control and monitoring of the
mechanical equipment. The controls system will be fully programmable and adequate to
direct and monitor building temperature and ventilation as well as monitor power, gas and
water consumption.
Plumbing
Institutional quality plumbing fixtures are to be utilized throughout the facility along with cop-
per domestic water piping. Piping joints will be soldered or pressfit. PEX may be used for
sizes up to 2" at the contractor's option. The domestic water header including the backflow
prevention device will be located in the boiler room. Domestic water is to be heated by a
central gas fired water heater with a storage tank located in the boiler room. The stor-
age temperature shall be 140oF Plumbing fixtures that will be used by students, ie, lays,
classroom sinks, etc, will be provided with point of use thermostatic mixing valves to limit the
hot water temperature to 105F. 140oF water will be provided to the kitchen. Each system
shall be circulated as necessary to insure hot water is delivered, in a timely manner, to all
areas. Water saving fixtures shall be used with manual flush valves and battery metered
lavatory faucets. Staff restrooms will have manual lavatory faucets. Child height plumbing
fixtures will be provided in the preschool wing. Water closet flush valves will be 1.28 gallon
per flush type and urinal flush valves will be 0.125 gallon per flush. Lavatory faucet flow will
be 0.5 gpm. Floor drains will be provided for each restroom, including single water closet
restrooms. Floor sinks will be provided in the mechanical platforms for condensate disposal.
Hose bibbs with key control will be provided in larger restrooms for convenience. Exterior
freeze proof wall hydrants will be distributed along the perimeter of the building, and will be
flush mount with access door for protection from vandalism. Water coolers with bottle fillers
will be provided.
All domestic waste and vent piping from within the building will be routed in no -hub cast iron
pipe or solid core PVC. Waste piping above first floor and serving areas with elevated tem-
peratures such as the kitchen and boiler room, will be no -hub cast iron for sound attenuation
and resilience under heat.
Fuel piping (Natural Gas) shall be routed throughout the necessary areas in Schedule 40
Steel pipe.
Fire Sprinkling
All areas of the facility shall be fire sprinkled. Steel piping, meeting all applicable codes, is
to be utilized. Baskets or other protective devices are to be installed on all heads that are
subject to abuse (gymnasium areas and covered walkways). A wet system is to be used
for all spaces not subject to freezing (attic to be warm) and a dry pipe system is to be used
for all areas subject to freezing. The fire sprinkler header with double detector check valve
assembly and alarm valves shall be located in the building.
92 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives
Electrical Narrative
Codes and Standards
The electrical design and construction will be in accordance with the applicable requirements
of the following:
• Washington State Energy Code -- Latest Approved Edition
• International Building Code -- Latest Approved Edition
• National Electric Code (NEC) NFPA 70 -- Latest Approved Edition
• State and County Department of Health
• International Fire Code-- Latest Approved Edition
■ Local Fire Marshal
• National Fire Protection Association (NFPA)
• Washington Administrative Code (WAC) — latest approved edition
• The Americans with Disabilities Act (ADA)
Scope of Work
Provide new electrical systems including power, lighting, fire alarm, data/com mun !cations,
security/intrusion detection/CCTV, CAN and intercom clock/speaker systems that meets all
current codes including the NEC, WA State Energy, life safety and communication require-
ments, Particular attention will be paid to sustainability, life cycle cost, and ease of operation
and maintenance with selection of systems and products.
Electrical Systems
Power Distribution
The facility will be fed from a new utility owned transformer with a secondary service. The
main distribution board will be fed at 480-volt, three phase. The main distribution board
will be provided with 25% spare capacity and contain customer metering with pulse output
to the EMCS. There will be a sub -main distribution board for 120/208 volt distribution and
multiple branch circuit panelboards for both 277/480V and 120/208V distribution.
Panelboards shall contain bolt on circuit breakers. Branch panels shall contain 25% spare
load capacity. Lighting and Mechanical branch panels shall have a minimum 10% spares
and 20% spaces. Receptacles branch panels shall be a minimum of 25% spares.
All conductors will be THW/THWN copper in EMT or GRS. PVC will be permitted underground.
Flexible connections shall be limited to motor connections, 6' whips for lighting etc and shall
be liquid tight (PVC coated) metal when outdoors or in wet locations.
To protect the sensitive electronic systems from power surges, at a minimum transient
voltage surge protectors will be provided at the main and sub -distribution boards and at each
panelboard which serves computer equipment, mechanical equipment with VFD's or LED
lighting.
rterus "ORRALwar Federal Way Public Schools - Schematic Design 93
g""`" §.... ttnT ETTLS Summer 2018
2
2delsign narratives
Electrical Narrative (cont.) Electrical Devices
Each classroom will have (2) - (3) standard duplex receptacles located on each wall. There
will be duplex computer receptacles located adjacent to each data outlet and for the class-
room AV system. GFI duplex receptacle(s) will be provided at each sink, at all locations in the
kitchen or when placed within 6' of a water source.
All other occupied rooms will have at least one receptacle on each wall. Desk and computer
workstation locations will be provided with at least one duplex receptacle.
Fifty percent of all receptacles installed in classrooms, offices, conference rooms, work-
rooms, break rooms and at individual workstations will be automatically switched off when
not occupied in accordance with the Washington State Energy Code.
Duplex receptacles will be provided at minimum 100' spacing in hallways, just outside of
each public and student restroom, on the interior side at exterior doors, and will only be
provided on the exterior of the building where required to be within 25' of mechanical equip-
ment or as requested. All exterior receptacles shall be provided with metallic, locking covers
and mounted to mitigate vandalism.
Power will be provided to equipment specified in other Divisions such as Specialty Equip-
ment, Window Coverings, Powered Partitions and Doors, Gym Equipment and mechanical
equipment.
Floorboxes will only be provided where there is no other option available.
Lighting and Exit Signage
Light fixtures will utilize LED light sources and will be located keeping long term maintenance
in mind, (i.e. "bird proof" at exterior and accessible with 8' ladder at interior) as much as
possible. Classroom and Office Light fixtures will be controlled by occupancy or vacancy
sensors with manual local override switches as much as practical. All other lights will be
controlled by an integral switch/sensor or simple lighting control relay to meet minimum
code requirements.
Primary interior classroom lighting will be recessed in the T-Bar ceiling system. Particular
attention will be paid to ease of access, comfortable lighting levels and glare control. Class-
room lighting will be dimmable and controlled through a daylight harvesting system for auto-
matically dimming the lights in response to the quantity of incoming natural light as required
by the Washington State Energy Code. Manual local override for dimming and separate on/
off switches for teaching wall lights will be provided per WSSP requirements.
The site lighting will utilize LED fixtures on approximately 20' aluminum poles with average
light levels of 1.0 foot-candle. The building perimeter lighting will be wall and ceiling or soffit
mounted LED fixtures. All exterior lighting will be controlled by the lighting control system
with a manual bypass switch in the Main Office. Exterior lighting will be scheduled to be off
for a period of time each night and not contain any automatic dimming or occupant sensing
devices in accordance with the Washington State Energy Code.
94 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives
Electrical Narrative (cont.) Lighting in the Gymnasium will be provided by surface or pendant mounted LED fixtures
with dimming and occupancy sensor control. Other areas will typically use lay -in or surface
mounted LED fixtures.
Exit signs will use low maintenance LED sources and will be located in corridors and exit
doorways.
Emergency interior and exterior egress lighting will be provided by the use of integral or
remote mounted emergency transfer devices and be connected to the emergency generator.
Emergency lighting will be provided for selected light fixtures in each classroom, Office/Ad-
min area, rooms with occupant loads of 50 or more, corridors, exit passageways, mechanical
and electrical rooms, accessible attic or mezzanine spaces and public restrooms.
Emergency Generator
A natural gas driven emergency and optional standby generator will be provided for elec-
trical backup of specific loads throughout the building. The specific loads connected to the
generator will be as decided during design to include refrigeration equipment, emergency
and exit lighting, telecommunications server equipment, security systems, EMCS equipment,
and selected Administration and Assembly functions and spaces. The generator will be sized
to allow for 25% spare capacity.
Local Area Data Network Distribution
The data networking system will be based on data wire and outlets per the Federal Way
Public School Standards. Multiple data locations will be provided in each classroom with five
to six data outlets and Category 6 cables routed from the local IDF or MDF to each outlet.
Each outlet will contain two jacks. Data oultets at the designated teachers desk will contain
(3) jacks. All other occupied rooms will receive at least two data outlets. Two Category 6A
cables will be provided to each Wireless Access Point. The District owned single -mode fiber
optic cable which serves the existing school will be disconnected and re -terminated in the
new building.
Intercom and Clock/Program System
The intercom/clock system will be based on the District standard intercom system (VOIP).
The intercom system will provide for 2-way loudspeaker communication, paging announce-
ments, class change bell tones and master clock/slave clock synchronization functionality.
Access to functions and communication features will be provided through the telephone
system. Each classroom and occupied space will be equipped with a digital clock/speaker
assembly and call switch.
Classroom AudioNisual Systems
The classrooms will be equipped with a teacher voice enhancement system that includes
ceiling mounted speakers and teacher microphone, the mount for a wall mounted projec-
tor, USB cable connections from the front of the classrooms and a HDMI connection to the
projector.
Il"lte rus FEDEIIAL WAY Federal Way Public Schools - Schematic Design 95
�/�a�w„¢ _, Z'17PrC5CHOOLS
--�-�—�--• Summer 2018
2
2delsign narratives
Electrical Narrative (cont.) Sound Reinforcement Systems
The new sound system in the Gymnasium and Commons will be a high quality, multi -channel
wide frequency sound reinforcement and production system with microphone pick-up and
pre-recorded program capabilities. The system will use solid-state dual -channel amplification
with distribution to a full -range loudspeaker system.
The system will support direct -wired production intercom, assisted listening for the hearing
impaired, and will include a portable or fixed sound and lighting control booth. The system
will be made compatible with either large or small venues.
The system will provide for microphone pick-up, recording, dubbing, playback of pre-recorded
material, mixing, signal processing, amplification and distribution to a full -range reference
monitor loudspeaker system. The system will be wired to support integration with multiple
types of inputs.
Intrusion Detection System
The security system will not be based upon a non-proprietary system and will maintain the
district standards for device types and locations. Intrusion alarm system devices shall include
magnetic door position switches on all perimeter doors, motion detectors in the hallways, and
motion detectors in the exterior classrooms and administration areas where the perimeter of
the building may be vulnerable by the general public. The system shall be monitored by an
offsite monitoring service.
LCD Keypad(s) shall monitor all entry points (door position switches) of the building and mo-
tion sensors. These locations shall display the device information and status of the system.
All system equipment shall be connected to continuous (emergency) power branch panels to
operate while the generator is running.
The system shall be designed to have a minimum of one hour of continuous operation using
power supplies with battery back up. This shall accommodate any temporary power outage
(from the time that the power is lost to the time that the generator is fully up and running).
Closed Circuit Cameras
The Security Camera system and equipment will be provided and installed at various locations
on the interior and exterior of the facility and connected back to a central head end. Locations
of cameras will be as determined by the district during the construction document phase of
the project.
Card Access System / Emergency Lockdown System
Proximity Card Readers shall be located at primary entrances and at locations as directed by
the District. When a valid card is presented to the reader, the door shall unlock.
The Emergency Lockdown System shall be an integral portion of the Access Control System.
When the Emergency Lock Down button is pressed (located in the school administration
area), each of the perimeter doors shall lock.
96 I Federal Way Public Schools - Schematic Design
J Summer 2018
design narratives 2
Electrical Narrative (cont.) The Graphic Map software shall display the door status of each door. This would indicate if
all of the doors are closed or if some are physically propped open.
The computer based system shall allow access to software menus based on the password
protected authorization level. Provided that the system operator is authorized, system func-
tions would include:
• Change individual or group card holder information, such as; adding, changing, or delet-
ing card holder and user group/door access.
• Run reports of card holders and/or doors.
• Remote viewing of the local school Access Control System shall be available from the
District Administration building(s) via the district Wide Area Network.
All system equipment shall be connected to continuous (emergency) power branch panels
to operate while the generator is running. The system shall be designed to have a minimum
of one hour of continuous operation using power supplies with battery back up. This shall
accommodate any temporary power outage (from the time that the power is lost to the time
that the generator is fully up and running).
Fire Alarm / Emergency Communication System
The Fire Alarm / Emergency Communication System shall be a new complete, fully opera-
tional, intelligent (analog) and addressable (digital), low voltage 24 Volts D.C. microproces-
sor -based Fire Alarm / Emergency Communication System that will transmit a signal to the
monitoring entity.
The Fire Alarm / Emergency Communication System shall consist of the Fire Alarm / Emer-
gency Communication System Control Panel, Remote Annunciators, Power Supplies, Graphic
Maps, AES Transmitter, Initiation Devices, and Notification Appliances. Initiation Devices
shall consist of Smoke Detectors, Heat Detectors, Duct Detectors, Beam Detectors, Carbon
Monoxide Detectors, Manual Pull Stations, etc. The listed spacing of Smoke Detectors and
Heat Detectors shall be adjusted (de -rated) to account for ceiling heights, sloped ceilings,
and beam pockets. Notification appliances shall consist of Strobes, Speakers, Combination
Speaker/Strobes, etc.
Automatic smoke detectors will be provided at a minimum throughout all egress corridors,
classrooms and rooms where occupant levels exceed 50 in accordance with current codes,
Federal Way School District Standards and City of Federal Way requirements.
The Fire Alarm / Emergency Communication System shall also interface with other systems
such as Audio/Visual Sound Systems, Intercom Systems, Public Address Systems, Smoke
and Fire/Smoke Dampers, Duct Smoke Detectors, H.V.A.C. Systems, Magnetic Door Holders,
Magnetic Door Releases, Fire Rated Coiling Doors, Fire Rated Shutters, Cooking Hood Fire
Suppression Systems, Fire Protection Sprinkler Systems, etc.
All circuits shall be "Class B". All Signaling Line Circuits (SLC), Initiation Circuits, and Noti-
fication Circuits, shall be provided with 25% spare capacity. All conduits shall be filled to a
maximum fill capacity of 40%. All cabling is to be installed exposed and is not required to be
in conduit.
inte rus FEDERALWAV Federal Way Public Schools - Schematic Design 97
�'"`"""`""` PUBLIC SCHOOLS Summer 2018
2design narratives
Electrical Narrative (cont.) The Fire Alarm / Emergency Communication System shall be provided with back-up batteries
to power the entire Fire Alarm / Emergency Communication System for a minimum of 24
hours of standby operation immediately followed by 15 minutes of alarm operation. "Shop
Drawing" submittals shall also include equipment submittals, back-up battery calculations
and voltage drop calculations.
The Fire Alarm / Emergency Communication System Contractor shall be currently listed
and approved by UL for "Proprietary Protective Signal System Listing Program" with a UUJS
certificate of compliance and be a NICET certified Level III technician.
The Fire Alarm / Emergency Communication System Contractor shall be capable of Design-
ing, installing, and testing a Fire Alarm / Emergency Communication System in accordance
with the latest edition of N.FP.A. #72.
All conduits shall be filled to a maximum fill capacity of 40%,
Fire alarm cabling installed above accessible ceilings shall be allowed to be installed as open
cabling. Provide "d" ring hanger for all open cabling at a maximum spacing of 5'-0" on cen-
ter. Cabling that is installed in walls, cabling that is installed below 8'-0" in elevation that is
subject to damage, and cabling that is installed above inaccessible ceilings shall be installed
in conduit.
98 I Federal Way Public Schools - Schematic Design
Summer 2018
design narratives 2
Food Service Narrative
The new elementary schools will have food produced and delivered from the district central
kitchen. Food will be brought into the school in both bulk and prepackaged and stored in the
walk-in cooler. Deliveries will be on a daily basis.
The cafeteria will need to handle approximately 600 students.
The cafeteria has a prep area, cooking area, serving area, storage area and a dishwashing
area.
The prep area will be equipped with a prep table with sink and overshelf with microwave.
This area will be used for final prep of products brought from the central kitchen.
The cooking area will be equipped with two single stack combination ovens under a type 1
hood with fire suppression. There will be some mobile worktables and space for racks to
support the cooking processes. For storage of cooked food, there will be mobile heated cab-
inet units.
Storage will consist of a small dry storage room with mobile storage shelving, a walk-in cool-
er and reach -in freezer.
The serving area will mobile flat tables to present hot food items in 18"x24" baskets. The
hot food service will be done using bulk service in the future. After students pick the hot
food up they will flow by a double sided salad bar and milk cooler before reaching the point
of sale.
The dishwashing area will consist of a 3 compartment sink that will have compartments
large enough to support full size (18"x26") sheet pans. In addition, a door style dishwasher
with soiled and clean dishtables will be required. Adjacent to the dishwashing area will be a
mop sink with overshelf and mop rack.
171te rus FEDERAL SCHOOLS Federal Way Public Schools - Schematic Design 99
��ec„ne _, Pl19LICW_Summer 2018
This page intentionally left blank.
100 I Federal Way Public Schools -Schematic Design
Summer 2018
code analysis 5
Land Use Code
PROJECT NAME AND ADDRESS:
Federal Way Elementary Schools
Lake Grove - 303 SW 308th St
Federal Way, WA 98023
Mirror Lake - 625 S 314th St
Federal Way, WA 98003
Wildwood - 2405 S 300th St
Federal Way, WA 98003
APPLICABLE CODES:
JURISDICTION:
,7onin
FWRC- ZONING CODE iTTTLE 19
City of Federal Way
13uldng
2015INTERNATIONAL BUILDTNG CODE QNCLUDING APPENDICES E, J)
City of Federal Way
WAC 51-50-1101 and RCW 19.27 & 70.92
(Maintenance
2015 PROPERTY MAINTENANCE CODE
City of Federal Way
Fire & Life
2015 INTERNATIONAL FIRE CODE (INCLUDING
City of Federal Way
Safety
AMENDED CITY OF FEDERAL WAY APPENDIX B)
& ( INCLUDING APPENDICES C, E, F, 1)
NFPA 72
South King Fire &
WAC 51-54A and RCW 19.27
Rescue
Mechanical
2015INTERNATIONAL MECHANICAL CODE
City of Federal Way
WAC 51-52 and RCW 19,27
2015 UNIFORM PLUMBING CODE (EXCLUDING
City of Federal Way
Plumbing
CHAPTER 12,15)
WAC 51-56 and RCW 19.27
2015 TNTERNATIONAL ENERGY CONSERVATION
City of Federal Way
Energy
CODE
WAC 51-11R, 51-11C and RCW 19.27
2015 WASHINGTON STATE ENERGY CODE
Fuel & Gas
2015 INTERNATIONAL FUEL & GAS CODE,Ci!y
of Federal Way
Electrical
2017 NATIONAL ELECTRICAL CODE
City of Federal Way
WAC 296-43, 29645, 296116E and RCW 19.28
Access-ibirity
ICClANSI A117.1-2010
Clt of Federal Way
Zoning-
-Code:
Section:
Current Zoning
RS7.2
FWRC
Zoning Map
Permitted Uses
School
FWRC
19.200.090
Special Review Process
Process Ill
FWRC
19.65 & 19.200,090
Process 1/1
The director will make initial land use decisions, and
iFW RC
19.65.010
,decisions on the community design guidelines
abased on written comments and information. Any
iappeals will be decided by the hearing examiner
;after a public hearing. The State Environmental
*ns
Pre-Submittial Requirements
PFreapp ice ion conrerence - e commum y
(FWRC
19.40.010 &
development services shall notify applicant of
19.65.050
date/time/location of conference within 5 working
days after receipt of complete preapplicaticn.
Compliance with SEPA with state regulations & city
ordinances
Pre -Submittal Exceptions
Written waiver by the director of the community
IFWRC
19.40.030 &
development services
19.15,010.3.b
Timeline
TARGET ISSUANCE DATE: 120 DAYS from the
19.65.100
issuance of the letter of completeness
Submit Proposal
19.65.070
14 days (notice of complelellncomplete)
Director dlakihules Notice of Application
within 14 caiendar days of issuing letter of
Completeness
19.65.090
'Written Comments consideration
deadline according to Notice of AApflcatIon
SEPA threshold deteriminahm. if required, must
follow the end of the public comment period on
project permit application but precede the director's
decision on land use and des n comoonentg
Project Review
Director's.. Decision
19.65.100
written decision distribufion - 5 working days after
the written decision is issued
19.65.120
.Appeals Process -written notice must be delivered
within 14 days of director's decision
SEPA
FWRC
Title 14, RCW
43.21C.120, WAC
197-1
1a. Residential structures up to 20 dwelling units.
FWRC
14.15.030
exemption
1 b. Agricultural structures covering up to 10,000 sq
tt. 1c. For office, recreational, service or storage
lbuildings up to 12,000 sq ft. gross floor area, and up
to 40 parking spots. 1d. Parking lots up to 40
(parking spots. le_ landfills and excavations up to
00 cubic
into rus FEDERACHOO Federal Way Public Schools - Schematic Design I 173
g., PUaLCSCHOOLS Summer 2018
code analysis
Lot Area (Min.)
7,200 Sq Ft
FWRC
19.200.090
Setbacks (Min.)
Front-50'
FWRC
19.200.090
Side - 50'
Rear - 50'
Lot Coverage (Max.)
75%
FWRC
19.200.090
j3uilding Height (Max.)
55' above average building elevation for gyms if
FWRC
19.200.090 - Use
located 100' mia frQmac4acent residential zone.
Zone Chart
30' above average building elevation for all other
structures`"
special regulations & notes
" For any structure, including gyms, an increase in
19.200.090 - Use
height above 30 fL shall not block views designated
Zone Chart (Special
by the comprehensive plan
(Regulations & Notes:
6-10
Lake Grove -RS7.2,PO, RM1800
(FWRC
Ma
Surronding Zones
Mirror Lake - RS7.2
-.Zoning
'Wildwood - RS7.2
Building Modulation - All Zoning Districts
Fagade length > 60' & visible from ROW or
(FWRC
19,115,060 - 2
residential, than they must incorporate 2 of the 4
design options or have Type I Landscaping with
duo'
more an design options are used, dimensional
(requirements for each option will be determined on a
case -by -case basis; provided, that the gross area of
la pedestrian plaza may not be less than the
:specified minimum of 200 square feet
Design Options
1, Modulation: All building facades that are both
Monger than 60 feet and are visible from either a right
Hof -way or residential use or zone shall incorporate
facade treatment according to this section.Options
,used under this section shall be incorporated along
!the entire length of the facade, in any approved
,combination. Options used must meet the
a
scrreenineenin
an scope g: Eight -foot -wide I ype 11
Ilandscape screening along the base of the facade,
except Type IV may be used in place of Type II for
(facades that are comprised of 50 percent or more
,window area, and around building entrance(s). For
(building facades that are located adjacent to a
(property line, some or all of the underlying buffer
width required by Chapter 19.125 FWRC
'37Uanopy or arcade; Min length 50% of lenqth of
Ifagade
Pedestrian Plaza: lazy square Toot -age = 1 fo 0
gross floor area of building, but must meeting min of
200 sq ft. Visible and accessible from ROW
Building Modulation - Institutional
l esexceed 120 real in ng an
FWRC
19.115.100 -3
rare visible from an adjacent residential zone, right -of.
'way or public park or recreation area shall
incorporate a significant structural modulation
((offset). The minimum depth of the modulation shall
Ibe approximately equal to 10 percent of the total
length of the subject facade and the minimum width
shall be approximately twice the minimum depth.
'The modulation shall be integral to the building
structure from base to roofline.
IRoof design shall utilize forms and materials that
19.115.100 - 4
FWRC
avoid the general appearance of a "flat" roof.
Rooflines with an integral and obvious architectural
pitch are an approved method to meet this guideline.
Alternative distinctive roof forms such as varied and
lmultiple stepped rooflines, architectural parapets,
articulated cornices and fascias, arches, eyebrows,
and similar methods will be considered by the
director; provided, that the roof design minimizes
uninterrupted horizontal planes and results in
.Average Building Elevation (ABE)
433.76'
491.75'
355'
35.5'
493.3'
349.5'
435'
492'
35Z
:Survey & FWRC
19.05.005
Mirror Lake
Wildwood
Lake Grove
Finished Floor Elevation
Existin FFMirrorLake
Existin_q FF Wildwood
Exisnq FF Lake Grove
Prop FF Mirror Lake
Prop FF Wildwood
Prop FF Lake Grove
174 J Federal Way Public Schools - Schematic Design
I Summer 2018
code analysis 5
Minimum Required Parking Spaces
1 per Employee
FWRC
19,200,D90
Current parking spaces
Lake Grove - 43
Mirror
-
fldwood gZ
Proposed parkin ace
0 school
Landscape Cate ory
IRS Zone - Type III
FWRC
19.125.060
Along Property Line Abutting a Property Line
10' width along property lines of nonresidential uses
FWRC
19,125.060
Along Blank Facades
'Type I landscape screening for facades that are
FWRC
19,115.060-2
more than 60' length
Parking Lot Landscape*Type
IV landscape to be provided for surface
FWRC
19,125.070-2.a.I.B
parking. 22 SF per parking stall when 50 or more
parking stalls are provided. Landscape Island 64 SF
min - 305 SF max
feet In height landscape Withm par mg areas
19.125.070-5
adjacent to public right-of-way, Provide Type I
landscaping within perimeter landscape areas
(adjacent to residential zones
Storage Area - Landscape
Storage area may not be located in buffer zones
19.125.150
Outdoor Play Area
75 sqA per c ld.Must be enclosed by solid fence or
IFWRC
19200.090
'screen at least 6' in height
screening options
If utilized, a n- ences visible from public rig s-
IFWRC
11115.090
of -way or adjacent properties, and not screened by
Type I landscaping as defined by Chapter 19.125
FWRC, shall utilize vinyl -coated mesh, powder -
coated poles, dark color(s), and architectural
element(s) such as pole caps and/or decorative grid
pattern,
Signs
Sign Permit Required
IFWRC
19,140.040
Sign Types allowed
Canopy, Monument, Pedestal, Wall
IFWRC
19.140.150 -Table 2
Max Amount'I
sign for each public entrance providing direct
vehicle access
Max Area
(Monument: 64 sgft for all faces & no one face shall
exceed 32 sgfL Wall & Canopy: 7 % of exposed
buildinp face that is attached to.
Max Height
Wall & Canopy: not to project above roofline.
Monument:6' Pedestal:12'
Setback
5' min
Light Fixtures
Lighting fixtures shall not exceed 30 feet in height
IFWRC
19.115.100 - 7
Wid shall include cutoff shields.
Critical Areas - Seismic
IGeo Tech Report
dated: 06.14.18
MirrorLake
Site Class C
Wildwood
Site Class D
Lake Grove
.Site Class D
Critical Areas - Landslide
Mirror Lake
Low hazard
Wildwood
Landslide Hazard Areas (LHA) along east, west and
(South edge. Buffer of 50' is needed from top and toe.
East edge approx 1 00'wide x 600' long, oriented N-
S is Erosian Hazard Area
Lake Grove
West facing slope that separates lower school
building from upper playfelds exceed inclinations of
-40%, Portions of the slope that achieve both the min
Inclination of 40 % and the min height of 10' are
classified as LHA. A buffer of 50' is required from top
and toe of LHA,
IFWRC
Sites containing or within 25 feet of slopes of 40
Clearing & Grading sites with slopes of 15 % or
19.120.110 - 2
greater
percent or greater (steep slope hazard area) and/or
sites with erosion, landslide, and/or seismic hazard
areas are also subject to the requirements of FWRC
'Title 19, Division V, Environmentally Critical Areas,
(Definitions:
,Average Building Elevation (ABE)
the average of the highest and lowest existing or
IFWRC
19.05.010
(proposed elevations, whichever is lowest, taken at
the base of the exterior walls of the structure, or it
(means five feet above the lowest of the existing or
(proposed elevations, which is lowest. ABE is the
elevation from which the building height is
,Institutional Uses
•Schools, churches, colleges, hospitals, parks,
IFWRC
19.05.090
governmental facilities and public utilities_
Fagade
Ithe entire building front including the parapet
IFWRC
19.05.060
Height of Structure
Ithe vertical distance measured from the average
IFWRC
19.05.080
(building elevation around the building segment to
Ithe highest point of a flat roof or to the deck line of a
(mansard roof, or to the mid -paint between save and
fridge of the highest principal roof of a gable, hip,
Igambrel, or similar sloped roof. For single-family
residential structures where the total area of
.dormers exceeds 35 percent of the total area of the
underlying sloped roof, height will be measured to
'the ridge of the highest principal gable.
Low Density Zone
:SE zone and comparable zones in other jurisdictions
IFWRC
19 05.120
SEI
1 Unit / 5 acres
llFWRC
JZonlng Map
intea rus FEOERALWAY Federal Way Public Schools - Schematic Design 175
�J �e ax�rEaruer PUBLIC SCHOOLS
-- —� Summer 2018
code analysis
FWRC 19.115.060 - Community Design Guidelines
Building facade modulation and screening options, defined, Except for zero lot
line townhouse development and attached dwelling units, all building facades that are both
longer than 60 feet and are visible from either a right-of-way or residential use or zone shall
incorporate facade treatment according to this section. Subject facades shall incorporate
at least two of the four options described herein; except, however, facades that are solidly
screened by Type I landscaping, pursuant to Chapter 19.125 FWRC, Outdoors, Yards, and
Landscaping, may use facade modulation as the sole option under this section. Options
used under this section shall be incorporated along the entire length of the facade, in any
approved combination. Options used must meet the dimensional standards as specified
herein; except, however, if more than two are used, dimensional requirements for each
option will be determined on a case -by -case basis; provided, that the gross area of a
pedestrian plaza may not be less than the specified minimum of 200 square feet. See FWRC
19.115.090(3) for guidelines pertaining to city center core and city center frame.
Design Options:
a, Facade modulation. Minimum depth: two feet; minimum width: six feet; maximum width:
60 feet. Alternative methods to shape a building, such as angled or curved facade elements,
off -set planes, wing walls and terracing, will be considered; provided, that the intent of this
section is met.
b, Landscape screening. Eight -foot -wide Type II landscape screening along the base of the
facade, except Type IV may be used in place of Type II for facades that are comprised of 50
percent or more window area, and around building entrance(s). For building facades that
are located adjacent to a property line, some or all of the underlying buffer width required by
Chapter 19.125 FWRC, Outdoors, Yards, and Landscaping, may be considered in meeting
the landscape width requirement of this section.
c. Canopy or arcade. As a modulation option, canopies or arcades may be used only along
facades that are visible from a right-of-way. Minimum length: 50 percent of the length of the
facade using this option.
d. Pedestrian plaza. Size of plaza: Plaza square footage is equal to one percent of the gross
floor area of the building, but it must be a minimum of 200 square feet. The plaza should be
clearly visible and accessible from the adjacent right-of-way.
176 I Federal Way Public Schools - Schematic Design
Summer 2018
lncorporalhg modulMns
Figure 6 - FWRC i9.115.060(2)
a. Facade Modulation
W=rpor■tlnp canopylamade
Figure S — FWRC 19.115.060(2)
c. Canopy or Arcade
integyu eE FEDERAL WAY
PUBLIC SCHOOLS
code analysis 5
W�
*0
1
■
�sf�r.ri�Y es� ■I�� r ���1�
inewporadng landscap■d hullers
Figure 7 - FWRC 19.115.06i-1(2)
b. Landscape Screening
inewporaliW P*diStlbh plaza
Figure 9 - FWRC 19.115.060(2)
d. Pedestrian Plaza
Federal Way Public Schools - Schematic Design I 177
Summer 2018
code analysis
FWRC 19.115.100 - Building Design for Institutional Use
Building Modulation: Building facades that exceed 120 feet in length and are visible
from an adjacent residential zone, right-of-way or public park or recreation area shall
incorporate a significant structural modulation (offset). The minimum depth of the modulation
shall be approximately equal to 10 percent of the total length of the subject facade and the
minimum width shall be approximately twice the minimum depth. The modulation shall be
integral to the building structure from base to roofline.
Institutional Use: Schools, churches, colleges, hospitals, parks, governmental facilities
and public utilities. (FWRC 19.05.090)
Building Height: (FWRC 19.200.090)
- 55 feet above Average Building Elevation for gyms if located 100 feet min from adjacent
residential zone
- 30 feet above Average Building Elevation for all other structures
Average Building Elevation (ABE): the average of the highest and lowest existing
or proposed elevations, whichever is lowest, taken at the base of the exterior walls of the
structure, or it means five feet above the lowest of the existing or proposed elevations,
which is lowest. ABE is the elevation from which the building height is measured. (FWRC
19.05.010)
Height of Structure: the vertical distance measured from the average building elevation
around the building segment to the highest point of a flat roof or to the deck line of a
mansard roof, or to the mid -point between eave and ridge of the highest principal roof of
a gable, hip, gambrel, or similar sloped roof. For single-family residential structures where
the total area of dormers exceeds 35 percent of the total area of the underlying sloped roof,
height will be measured to the ridge of the highest principal gable. (FWRC 19.05.080)
178 I Federal Way Public Schools - Schematic Design
Summer 2018
code analysis 5
Building Modulation for Institutional Use - Mirror Lake West Elevation Case Study
Current Configuration:
[F::2ifiDCq &Vn2 m i,,,- crnwoow crmwooW
R:Amic
OQAP. -
P 3 3 3 3 csxswr�oee
crr5gp�i A
crr�zitiiCM
,crvsr?x
Required Modulation for a building facade:
total west facade length > 120'
Depth =10% of total
�I
Width = 2x depth
Height of Structure
Mid point of highest principal roof — J-- Ridge of highest principal roof
f�
�F
=ave of highest --�
j principal roof I
30' Max I
Height of Structure WI Sloped Roof
7ltegrus .E FEOEAAt WAV
nuewc sfleogfs
Average Building Elevation (ABE)
,allow e
Budder
Hei0v
Lowest Reieeence Hghest
8etatlan d2turn (ABE) saurian
Federal Way Public Schools - Schematic Design 179
Summer 2018
code analysis
Geotech Report Review
Critical Seismic Areas. -
Mirror Lake - Site Class C
Wildwood - Site Class D
Lake Grove - Site Class D
Critical Landslide Areas.,
Mirror Lake - Low Hazard
Wildwood - Landslide Hazard Areas (LHA) along east, west and south edge. Buffer
of 50' is needed from top and toe. East edge approx 100' wide x 600'
long, oriented N-S is Erosian Hazard Area
Lake Grove - West facing slope that separates lower school building from upper
playfields exceed inclinations of 40%. Portions of the slope that achieve
both the min inclination of 40% and the min height of 10' are classified as
LHA. A buffer of 50' is required from top and toe of LHA,
180 I Federal Way Public Schools - Schematic Design
Summer 2018
rzw
LAKE GROVE
- '...-- _1,-
7- i=pr. r1 v Y.Nv} rom v�v its
WILDWOOD
code analysis 5
�iLw�La uSl.k d;Ra-ih�,miiierhl A� fiuii W
irate rySrust +� FEDERALWpY Federal Way Public Schools -Schematic Design 181
��ecxrtrc y PUBLIC SCHOFOLS
Summer 2018 1.
code analysis
Code Review and Analysis
LAKE GROVE
PROJECT DATA
PROJECT NAME:
LAKE GROVE ELEMENTARY SCHOOL
PROJECT ADDRESS:
303 SW 308TH ST. FEDERAL WAY, WA 98023
PARCEL NUMBER:
0721049180
LOT AREA:
410,770
ZONING:
SINGLE FAMILY -IUNIT 17.200SQFT-RS7,2
LEGAL DESCRIPTION:
BEG AT PT 55 FT E OF NW CDR OF SE 114 OF NE 114 TH S 01-21-07 W 420 FT TH S 88418-32 E 152.90 FT TH S 01-21-02 W 135 FT
TH S 88-48-32 E 669.49 FT TH N 01-21-07 E 555 FT TO N LN OF SUBD TH N 88418-32 W 822.39 FT TO BEG LESS N 30 FT FOR RD
CODE TYPE
CDDE TITLE
TECHNICAL BASIS
ZONING
FEDERAL WAY REVISED CODE
FWRC - TITLE 19
BUILDING
2015INTERNATIONAL BUILDING CODE (INCLUDING
APPENDICES E, J)
WAG 51-50-1101, RCW
19,27 & 70.92
ACCESIBILITY
ICC ANSI Al17.1-2010 ACCESSIBLE & USABLE BUILDINGS & FACILITIES
WAG 51-50
MECHANICAL
2009 INTERNATIONAL MECHANICAL CODE (IMC)
WAG 51-52
FIRE
2015INTERNATIONAL FIRE CODE (INCLUDING AMENDED CITY OF FEDERAL WAY
APPENDIX B) & ( INCLUDING APPENDICES C, E, F,1)
NFPA 72, WAG 51-54AAND RCI
19,27
PLUMBING
2015 UNIFORM PLUMBING CODE (EXCLUDING CHAPTER 12,15)
WAG 51-56 & RCW 19.27
ELECTRICAL
2017 NATIONAL ELECTRICAL CODE
WAG 296-43, 29645, 296-46B &
RCW 19.28
ENERGY
2015 INTERNATIONAL ENERGY CONSERVATION CODE
WAG 51-11 R. 51 -11 C and
RCW 19.27
INDOOR AIR QUALITY
WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE
WAG 51-13
ELEVATOR
ANSI/ASME A17-1
WAG 296-96
CIVIL
WSDOT 2000
FIRE SPRINKLERS
NFPA 13
FIREALARM
NFPA72
tPER FWRC 1$100.C901
DISTRICTS
COMMUNITY DESIGN GUIDELINE REQUIREMENTS
ALL ZONING DISTRICTS
BUILDING FACADE MODULATION AND SCREENING OPTIONS: ALL BUILDING FACADES> 60 FEET AND ARE VISIBLE FROM EITHER A
RIGHT-OF-WAY OR RESIDENTIAL USE OR ZONE SHALL INCORPORATE FACADE TREATMENT. FACADES SHALL INCORPORATE AT LEAST
TWO OF THE FOUR OPTIONS EXCEPT, FACADES THAT ARE SOLIDLY SCREENED BY TYPE I LANDSCAPING, OUTDOORS, YARDS, AND
LANDSCAPING, MAY USE FACADE MODULATION AS THE SOLE OPTION. OPTIONS USED SHALL BE INCORPORATED ALONG THE ENTIRE
LENGTH OF THE FACADE
A. FACADE MODULATION. MINIMUM DEPTH: TWO FEET; MINIMUM WIDTH: SIX FEET; MAXIMUM WIDTH: 60 FEET. ALTERNATIVE METHODS
TO SHAPE A BUILDING, SUCH AS ANGLED OR CURVED FACADE ELEMENTS, OFF -SET PLANES, WING WALLS AND TERRACING, WILL BE
CONSIDERED; PROVIDED, THAT THE INTENT OF THIS SECTION IS MET.
B. LANDSCAPE SCREENING. EIGHT -FOOT -WIDE TYPE II LANDSCAPE SCREENING ALONG THE BASE OF THE FACADE, EXCEPT TYPE IV
MAY BE USED IN PLACE OF TYPE II FOR FACADES THAT ARE COMPRISED OF 50 PERCENT OR MORE WINDOW AREA, AND AROUND
BUILDING ENTRANCE(S). FOR BUILDING FACADES THAT ARE LOCATED ADJACENT TO A PROPERTY LINE, SOME OR ALL OF THE
UNDERLYING BUFFER WIDTH REQUIRED BY CHAPTER 19,125 FWRC, OUTDOORS, YARDS, AND LANDSCAPING, MAY BE CONSIDERED IN
MEETING THE LANDSCAPE WIDTH REQUIREMENT OF THIS SECTION.
C. CANOPYOR ARCADE. AS A MODULATION OPTION, CANOPIES OR ARCADES MAY BE USED ONLY ALONG FACADES THAT ARE VISIBLE
FROM A RIGHT-OF-WAY. MINIMUM LENGTH: 50 PERCENT OF THE LENGTH OF THE FACADE USING THIS OPTION,
D. PEDESTRIAN PLAZA. SIZE OF PLAZA: PLAZA SQUARE FOOTAGE IS EQUAL TO ONE PERCENT OF THE GROSS FLOOR AREA OF THE
BUILDING, BUT IT MUST BE A MINIMUM OF 200 SQUARE FEET, THE PLAZA SHOULD BE CLEARLY VISIBLE AND ACCESSIBLE FROM THE
ADJACENT RIGHT-OF-WAY,
INSTITUTIONAL
BUILDING MODULATION: THE MODULATION SHALL BE INTEGRAL TO THE BUILDING STRUCTURE FROM BASE TO ROOFLINE.
LENGTH > 120', THEN
MIN DEPTH —10 % OF TOTAL LENGTH
MIN WIDTH — 2X MIN DEPTH
182 I Federal Way Public Schools - Schematic Design
Summer 2018
LU
F-
SW 308TH ST
120'
PER FWRC 19.115
236'-1" > 2X DEPTH
54OMATION FiOM 2W PROP BUILDING
LEVEL P TO ROOF
FACADE NOT -
61'-11"
�j:L
code analysis 5
_
FACADE NOT VISIBLE
277-1-
EDGE OF EXISTING FIELD
1 /P
-7_ FACADS NOT
VISIBLE
ADJACENT RESIDENTIAL ZONE
COMMUNITY DESIGN GUIDELINES DIAGRAM
77777-7�7
EDGE OF EXISTING LANDSCAPE
OR
(FWRC 19.115.100) \JV
TRUE NORTH
LLJ
M
0
LU
0
U)
w
LU
FMEkAL WAY Federal Way Public Schools - Schematic Design 1 183
integ�y�.... MHE�Ho.� Summer 2018 1
5 code analysis
MAX BLDG HEIGHT DIAGRAM
( PER FWRC 19,05.080)
MID POINT OF SLOPED
PRINCIPAL ROOF
h
I
AVERAGE BUILDING
ELEVATION
AV BLDG ELEV DIAGRAM t
(PER FWRC 19.05.010) TRUE NORTH
HIGHEST PROP
ELEV
AVERAGE BLDG ELEV = 355'
AVERAGE BUILDING ELEVATION (ABE) _
AVERAGE OF HIGHEST & LOWEST PROP OR
EXISTING ELEVATION
(350' + 360')/2 = 355'
LOWEST PROP
ELEV
184 I Federal Way Public Schools - Schematic Design
Summer 2018
fr,WRC 192010901
CLASSIFICATION
REQUIRED
PROPOSED
SETBACKS
FRONT (NORTH)
50'
113'-1"
SIDE (EAST)
50'
227'-7"
SIDE (WEST)
50'
53'-1"
REAR (SOUTH)
50'
61'-11"
MAX BUILDING HEIGHT:
55' FOR GYMS
30'-1"
VERTICAL DISTANCE FROM AVERAGE
BUILDING ELEVATION TO MID POINT
30' FOR ALL OTHER
30'-1"
BETWEEN EAVE & RIDGE OF HIGHEST
STRUCTURES
PRINCIPAL SLOPED ROOF
MAX LOT COVERAGE BY
75% MAX
12.1%
STRUCTURES
REQUIRED PARKING
EXISTING
PROPOSED
1 PER EMPLOYEE
43
90
code analysis 5
USE AND OCCUPANCY CLASSIFICATION (SECTIONS 302, 303, & 304)
GROUP(S): GROUP "E" EDUCATION (ALL AREAS OTHER THAN BELOW, GYMNASIUMS, COMMONS AND KITCHEN INCLUDED IN IBC SECTION 303A 3)
GROUP "B" BUSINESS (ADMINISTRATIVE OFFICES)
GROUP "A-3" ASSEMBLY
OCCUPANCY SEPARATIONS (SECTION508,509)
MIXED OCCUPANCY NO SEPARATION REQUIRED
INCIDENTAL USES (TABLE 509)
BOILER ROOM: 1 HOUR OR SPRINKLER REQUIRED (SPRINKLERS PROVIDED)
CONSTRUCTION TYPE
(CHAPTER 6)
-TYPE II-B, FULLY SPRINKLERED. EXTERIOR WALLS TO BE OF NONCUMBUSTIBLE MATERIALS, INTERIOR ELEMENTS ARE IN ACCORDANCE WITH TABLE 601 AND SECTION 603
OF THE CODE
BUILDING HEIGHTS AND AREAS (TABLE 503, SECTION 504 & 506)
ALLOWABLE VS. ACTUAL BUILDING HEIGHTS & STORIES (TABLE 504.3 AND 504.4)
TYPE OF CONSTRUCTION TO BE TYP II-B, EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM
OCCUPANCY
BASIC ALLOWABLE
BUILDING HEIGHT
ACTUAL BUILDING
HEIGHT ABOVE GRADE
ALLOWABLE BUILDING
HEIGHT I FLOORS
ACTUAL BUILDING
HEIGHT I FLOORS
'E'
75 FT.
38 FT. 10IN.
3 STORIES
2 STORIES
'A-3'
75 FT,
38 FT.10 IN.
3 STORIES
1 STORY
'B'
75 FT.
13 FT- 4 IN.
4 STORIES
1 STORY
ALLOWABLE VS. ACTUAL BUILOT* AREAS [TABLE 506.21
FRONTAGE MAY BE USED FOR AREA INCREASES PER 506.2
TOTAL ALLOWABLE BUILDING AREA FOR MIXED OCCUPANCY, MULTISTORY BUILDING PER 506.24
ALLOWABLE AREA CALCULATION M06.2 41
BUILDING: Aa=[At+(NS x 10 (EQUATION 5-3)
FMffhg IN
W=(L1xW1+L2xW2+...) (EQUATION54)
BASIC
ALLOWABLE
AREAINCREASE
AREA INCREASE FOR
TOTAL ALLOWABLE
ACTUAL AREA
ALLOWABLE
ACTUAL
OCCUPANCY
AREA
FOR FRONTAGE
AUTOMATIC
AREA PER FLOOR
PER FLOOR
BUILDING AREA
BUILDING
PER FLOOR
MIN
SPRINKLERS (300%)
AREA
43,500 SF(.43)=
23,000 SF(3) _
E'
43,500 SF
9,890 SF
69,000 SF
101,890 SF
9,500SF(A3)=
9.500SF(3)=
'A-3'
9,500 SF
4,085 SF
28.500 SF
42,085 SF
13,846 SF
336,680 SF x
69,231 SF
B'
23,000 SF
23.000 SF(.43) =
23,000 SF(3) =
101,890 SF
9,890 SF
69,000 SF
(AVG.)
(5 STORY) =
1,683,400 SF
TOTAL
76,000 SF
32,680 SF
228,000 SF
336,680 SF
ALLOWABLE AREA CALCULATION PER5MA,�
B ACTUAL + A•3ACTUAL + E ACTUAL
BALLOWABLE A AL.i— LOW�ABLE EALLOWABLE
FIRST FLOOR 5218 =.051 + o =.000 + 0 =.000 61130 =,053=,097<1THEREFORE OK
0-1 i9 77,525 115,180
SECOND FLOOR 10 90 = .064 + 2.016
olT = .048 + 7- =,017 + 115,180 = •000 = .129 < 1 THEREFORE OK
inte���lrus FEDERAL -Al Federal Way Public Schools - Schematic Design 185
�lnnvx�rc _, PUBLIC SCHOOLS
- C Summer 2018
5 code analysis
FIRE RESISTANCE REQUIREMENTS(SECTION 602, TABLE 601)
SEE SECTION 707- FIRE BARRIERS FOR RATED WALL/FLOOR ASSEMBLIES, EXITS, INCIDENTAL USE AREAS
BUILDING ELEMENT
FIRE RESISTANCE FOR CONSTRUCTION TYPE II-B
PRIMARY STRUCTURAL FRAME:
0 HOUR
BEARING WALLS- EXTERIOR:
0 HOUR
BEARING WALLS- INTERIOR:
0 HOUR
NONBEARING- EXTERIOR WALLS/PARTITIONS:
0 HOUR (PER TABLE 602)
NONBEARING- INTERIOR WALLS/PARTITIONS:
0 HOUR
OPENINGS IN EXTERIOR WALLS:
NOT REQ'D (PER TABLE 705.8)
FLOOR CONSTRUCTION & SECONDARY MEMBERS:
0 HOUR
ROOF CONSTRUCTION & SECONDARY MEMBERS:
0 HOUR
ROOF COVERING
CLASS C FOR TYPE IS CONSTRUCTION
INTERIOR WALLS & CEILING FINISHES, TABLE 803.9 - FULLY SPRINKLERED BUILDING, TYPE IIB
GROUP
EXIT ENCLOSURES &
PASSAGEWAYS
CORRIDORS
ROOMS & ENCLOSED
SPACES
EDUCATION "E"
B
C
C
ASSEMBLY "A-3"
B
B
C
BUSINESS "B"
B
C
C
MEANS OF EGRESS
OCCUPANT LOAD (TABLE 1004.1.2)
20 NET
7 NET
7 NET
50 NET
100 NET
100 GROSS
200 GROSS
300 GROSS
CLASSROOM
GYM
COMMONS
LIBRARY, READING
LIBRARY, STACKS
BUSINESS AREAS
KITCHEN
STORAGE AREAS I MECHANICAL
COMMON PATH OF TRAVEL (SECTION 1006.2.1):
MAX. 100 FEET FOR GROUP "B" OCCUPANCY
MAX, 75 FEET FOR "E" OCCUPANCY
MAX, 75 FEET FOR "A-3" OCCUPANCY
EXIT ACCESS TRAVEL (SECTION 1017,2): WITH AUTOMATIC SPRINKLER
MAX. 250 FEET FOR GROUP "E" OCCUPANCY
MAX. 300 FEET FOR GROUP "B" OCCUPANCY
MAX. 250 FEET FOR GROUP "A-3" OCCUPANCY
DEAD ENDS IN CORRIDORS (1020,4):
MAX 50 FEET FOR GROUP "B" & "E" OCCUPANCIES WHERE AUTOMATIC SPRINKLER SYSTEM IS PROVIDED
MAX. 20 FEET FOR GROUP "A-3" OCCUPANCIES
:ORRIDOR WALLS (TABLE 1020.1) NOT RATED IN A FULLY SPRINKLERED BUILDING
REQUIRED EGRESS WIDTH (SECTION 1005-3)
.30" PER OCCUPANT FOR STAIRWAYS
,20" PER OCCUPANT REQUIRED FOR "OTHER" EGRESS COMPONENTS INCLUDING DOORS, CORRIDORS, ETC. (SECTION 1005.1)
REQUIRED NUMBER OF EXITS (TABLE 1015.1, TABLE 1021.1, TABLE 1021.2)
INDIVIDUAL FLOOR - 2 REQUIRED FOR 499 OCCUPANTS PER FLOOR
OFFICES -1 REQUIRED
CONFERENCE ROOMS (UNDER 750 SQUARE FEET) -1 REQUIRED
STORAGE ROOMS-1 REQUIRED
MECHANICAL ROOMS -2 REQUIRED (PER SECTION 1015.4)
ELECTRICAL SWITCHGEAR ROOMS (PER NEC) -2 REQUIRED
ALL OTHER ROOMS -1 REQUIRED
EXIT ACCESS DOORWAY CONFIGURATION (SECTION 1015.2. EXCEPTION #2)
WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2.
THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN 1/3 OF THE LENGTH OF THE MAXIMUM
OVERALL DIAGONAL DIMENSION OF THE AREA SERVED
186 I Federal Way Public Schools - Schematic Design
Summer 2018
code analysis 5
PLUMBING FIXTURE REQUIREMENTS
WA STATE AMENDMENTS CHAPTER 50-51 WAC, TABLE 2902.1)
WATER CLOSETS REQ'D
LAVATORIES REQ'D
#ORES
#ORES
OCCUPANCY GROUP
AREA
OCCUPANTS
WATER CLOSET
FIXTURES
FIXTURES
LAVATORY FACTOR
LAVATORIES
LAVATORIES
FACTOR
REQUIRED
PROVIDED
REQUIRED
PROVIDED
465 MALE
1 FIXTURE PER 125
4
4
3
3
8
4
1 FIXTURE PER 200
3
3
GROUP A3
6,509
930
465 FEMALE
1 FIXTURE PER 65
SQ FT
1 FAMILY/ASSISTED-USE
1 FAMILY/ASSISTED-
1 FAMILY/ASSISTED-
TOILET ROOM PER 6 WCs
USE TOILET ROOM "
USE TOILET ROOM `
1125 FOR FIRST 50,
1 / 40 FOR FIRST 80,
1
1
4,314
22 MALE
1 / 50 FOR REMAINDER
1
1
1 / 80 FOR REMAINDER
GROUPS
SQ FT
44
1125 FOR FIRST 50,
1
1
1 / 40 FOR FIRST 80,
1
1
22 FEMALE
1150 FOR REMAINDER
1 180 FOR REMAINDER
303 MALE
1 FIXTURE PER 35
9
16
1 PER 85
4
13
GROUP E`"
60,478
605
SQ FT
303 FEMALE
1 FIXTURE PER 25
13
16
1 PER 50
7
13
TOTAL
MALE
14
21
8
17
FEMALE
22
21
11
17
`PER 1109.2.1- FIXTURES WITHIN FAMILY/ASSISTED-USE TOILET ROOMS SHALL BE INCLUDED IN DETERMINING THE # OF FIXTURES PROVIDED.
"`E OCCUPANCY PER WA STATE AMENDMENT, TABLE 2902.1 FOOTNOTE E.
• DRINKING FOUNTAINS (290Z5.1 WA STATE AMENDMENTS)
(1) FOR FIRST 150 OCCUPANTS, ADDITIONAL (1) FOR EACH ADDITIONAL 500 OCCUPANTS
TOTAL OF XXX OCCUPANTS = X REQUIRED DRINKING FOUNTAINS. X TOTAL FOUNTAINS PROVIDED.
inte��j�rus FEDERALWAV Federal Way Public Schools - Schematic Design 187
�J„�„„E�,�„ Pl19LIC5CHOOLS Summer 2018
5 code analysis
Code Review and Analysis (cont.)
MIRROR LAKE
PROJECT DATA
PROJECT NAME:
MIRROR LAKE ELEMENTARY SCHOOL
PROJECT ADDRESS:
625 S 315TH ST„ FEDERAL WAY, WA 98003
PARCEL NUMBER:
0821049035
LOT AREA:
363,271
ZONING:
SINGLE FAMILY -1 UNIT 17.200 SO FT - RS7.2
LEGAL DESCRIPTION:
SE 114 OF NE 114 OF SW 114 OF SEC 8-21-4 LESS E 30 FT OF N 314 THOF LESS W 30 FT
LESS N 30 FT & LESS S 30 FT
CODE TYPE
CODE TITLE
TECHNICAL BASIS
ZONING
FEDERAL WAY REVISED CODE
FWRC - TITLE 19
BUILDING
2015 INTERNATIONAL BUILDING CODE (INCLUDING
APPENDICES E, J)
WAC 51-50-1101. RCW
19.27 & 70.92
ACCESIBILITY
ICC ANSI Al17.1-2010 ACCESSIBLE & USABLE BUILDINGS & FACILITIES
WAC 51-50
MECHANICAL
2009INTERNATIONAL MECHANICAL CODE (IMC)
WAC 51-52
FIRE
2015 INTERNATIONAL FIRE CODE (INCLUDING AMENDED CITY OF FEDERAL WAY
APPENDIX B) & ( INCLUDING APPENDICES C, E. F,1)
NFPA 72. WAC 51-54A AND RCS
19.27
PLUMBING
2015 UNIFORM PLUMBING CODE (EXCLUDING CHAPTER 12,15)
WAC 51-56 & RCW 19.27
ELECTRICAL
2017 NATIONAL ELECTRICAL CODE
WAC 296.43, 296-45, 29646B &
RCW 19.28
ENERGY
2015 INTERNATIONAL ENERGY CONSERVATION CODE
WAC 51-11R, 51-11C and
RCW 19.27
INDOOR AIR QUALITY
WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE
WAC 51-13
ELEVATOR
ANSIIASMEA17-1
WAC296-96
CIVIL
WSDOT 2000
FIRE SPRINKLERS
NFPA 13
FIRE ALARM
NFPA72
1ru rvvKu maw4mg.
DISTRICTS COMMUNITY DESIGN GUIDELINE REQUIREMENTS
ALL ZONING DISTRICTS BUILDING FACADE MODULATION AND SCREENING OPTIONS: ALL BUILDING FACADES > 60 FEET AND ARE VISIBLE FROM EITHER A
RIGHT-OF-WAY OR RESIDENTIAL USE OR ZONE SHALL INCORPORATE FACADE TREATMENT- FACADES SHALL INCORPORATE AT LEAST
TWO OF THE FOUR OPTIONS EXCEPT, FACADES THAT ARE SOLIDLY SCREENED BY TYPE I LANDSCAPING, OUTDOORS, YARDS, AND
LANDSCAPING, MAY USE FACADE MODULATION AS THE SOLE OPTION. OPTIONS USED SHALL BE INCORPORATED ALONG THE ENTIRE
LENGTH OF THE FACADE
A. FACADE MODULATION, MINIMUM DEPTH: TWO FEET; MINIMUM WIDTH: SIX FEET; MAXIMUM WIDTH: 60 FEET. ALTERNATIVE METHODS
TO SHAPE A BUILDING, SUCH AS ANGLED OR CURVED FACADE ELEMENTS, OFF -SET PLANES, WING WALLS AND TERRACING, WILL BE
CONSIDERED; PROVIDED, THAT THE INTENT OF THIS SECTION IS MET,
B. LANDSCAPE SCREENING. EIGHT -FOOT -WIDE TYPE II LANDSCAPE SCREENING ALONG THE BASE OF THE FACADE, EXCEPT TYPE IV
MAY BE USED IN PLACE OF TYPE II FOR FACADES THAT ARE COMPRISED OF 50 PERCENT OR MORE WINDOW AREA, AND AROUND
BUILDING ENTRANCE(S), FOR BUILDING FACADES THAT ARE LOCATED ADJACENT TO A PROPERTY LINE, SOME OR ALL OF THE
UNDERLYING BUFFER WIDTH REQUIRED BY CHAPTER 19.125 FWRC, OUTDOORS, YARDS, AND LANDSCAPING, MAY BE CONSIDERED IN
MEETING THE LANDSCAPE WIDTH REQUIREMENT OF THIS SECTION.
C, CANOPY OR ARCADE. AS A MODULATION OPTION, CANOPIES OR ARCADES MAY BE USED ONLY ALONG FACADES THAT ARE VISIBLE
FROM A RIGHT-OF-WAY- MINIMUM LENGTH: 50 PERCENT OF THE LENGTH OF THE FACADE USING THIS OPTION.
D. PEDESTRIAN PLAZA, SIZE OF PLAZA: PLAZA SQUARE FOOTAGE IS EQUAL TO ONE PERCENT OF THE GROSS FLOOR AREA OF THE
BUILDING, BUT IT MUST BE A MINIMUM OF 200 SQUARE FEET- THE PLAZA SHOULD BE CLEARLY VISIBLE AND ACCESSIBLE FROM THE
ADJACENT RIGHT-OF-WAY.
INSTITUTIONAL BUILDING MODULATION: THE MODULATION SHALL BE INTEGRAL TO THE BUILDING STRUCTURE FROM BASE TO ROOFLINE.
LENGTH > 120', THEN
MIN DEPTH -10 % OF TOTAL LENGTH
MIN WIDTH - 2X MIN DEPTH
188 I Federal Way Public Schools - Schematic Design
Summer 2018
T
W
Q
co
co
n
0
io
N
fr;
PROP LANDSCAPE FOR
S 314TH ST VISUAL BUFFER, TYP
.r ,—
- 146'-1' a 2% DEPTH
y
z
O
O
n
c
T
Y
299'-0" >
code analysis 5
a
L?�
0
212,-r
Z
W
I U
a
1
� t S 315TH ST
ADJACENT RESIDENTIAL 20NE
COMMUNITY DESIGN GUIDELINES DIAGRAM (t
(PER FWRC 19115.100) TRUE NORTH
rtegrys aee FEOERALWAY
PUBLIC SCHOOLS
Federal Way Public Schools - Schematic Design 189
Summer 2018
code analysis
MAX BLDG HEIGHT DIAGRAM
(PER FWRC 19.05.080)
MIDPOINT OF SLOPED
PRINCIPAL ROOF
1 u
� s
AVERAGE BUILDING
ELEVATION
AV BLDG ELEV DIAGRAM (f
(PER FWRC 19.05.010) TRUE NORTH
HIGHEST
PROP ELEV
AVERAGE BLDG ELEV = 433.75'
AVERAGE BUILDING ELEVATION (ABE) _
AVERAGE OF HIGHEST & LOWEST PROP OR
EXISTING ELEVATION
(437' + 430'-6")l2 = 433.75'
LOWEST 430'-8"
PROP ELEV
190 !Federal Way Public Schools - Schematic Design
Summer 2018
Iri,r:r.NL:W616x 511
CLASSIFICATION
REQUIRED
PROPOSED
SETBACKS
FRONT (NORTH)
50'
170'-3"
SIDE (EAST)
50'
212'-2"
SIDE (WEST)
50'
51'-5"
REAR (SOUTH)
50'
154'-10"
MAX BUILDING HEIGHT:
55' FOR GYMS
29'-1'
VERTICAL DISTANCE FROM AVERAGE
BUILDING ELEVATION TO MID POINT
30' FOR ALL OTHER
35.6'
BETWEEN EAVE & RIDGE OF HIGHEST
STRUCTURES
PRINCIPAL SLOPED ROOF
MAX LOT COVERAGE BY
75 % MAX
STRUCTURES
REQUIRED PARKING EXISTING PROPOSED
1 PER EMPLOYEE 32 90
USE AND OCCUPANCY CLASSIFICATION
code analysis 5
(SECTIONS 302, 303, & 304)
- GROUP(S): GROUP "E" EDUCATION (ALL AREAS OTHER THAN BELOW, GYMNASIUMS, COMMONS AND KITCHEN INCLUDED IN IBC SECTION 303.1.3)
GROUP "B" BUSINESS (ADMINISTRATIVE OFFICES)
GROUP "A-3" ASSEMBLY
OCCUPANCY SEPARATIONS (SECTION 508. 509)
MIXED OCCUPANCY NO SEPARATION REQUIRED
INCIDENTAL USES (TABLE 509)
BOILER ROOM:1 HOUR OR SPRINKLER REQUIRED (SPRINKLERS PROVIDED)
CONSTRUCTION TYPE (CHAPTER6)
-TYPE II-B, FULLY SPRINKLERED EXTERIOR WALLS TO BE OF NONCUMBUSTIBLE MATERIALS, INTERIOR ELEMENTS ARE IN ACCORDANCE WITH TABLE 601 AND SECTION 603
OF THE CODE.
BUILDING HEIGHTS AND AREAS
(TABLE 503, SECTION 504 & 506)
ALLOWABLE VS. ACTUAL BUILDING HEiGHTA STORIES (TABLE 504.3 AND 504,4)
TYPE OF CONSTRUCTION TO BE TYP II-B, EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM
OCCUPANCY
BASIC ALLOWABLE
BUILDING HEIGHT
ACTUAL BUILDING
HEIGHT ABOVE GRADE
ALLOWABLE BUILDING
HEIGHT I FLOORS
ACTUAL BUILDING
HEIGHT I FLOORS
'E'
75 FT.
42 FT. 2 IN.
3 STORIES
2 STORIES
75 FT.
34 FT. 10 IN.
3 STORIES
1 STORY
'B'
75 FT.
13 FT. 4IN.
4 STORIES
1 STORY
FLLQMLE VS. ACTUAL BULDING AREAS (TABLE506.21
FRONTAGE MAY BE USED FOR AREA INCREASES PER 506.2
TOTAL ALLOWABLE BUILDING AREA FOR MIXED OCCUPANCY, MULTISTORY BUILDING PER 506.2.4
ALLOWABLE AREA CALCULATION (5%2-41
BUILDING: Aa=[At+(NS x 10 (EQUATION 5-3)
FRONTAGE_INCREASE (5R3-31
W= (L1xW1+L2xW2+• ,_) (EQUATION 54)
BASIC
ALLOWABLE
AREAINCREASE
AREA INCREASE FOR
TOTAL ALLOWABLE
ACTUAL AREA
ALLOWABLE
ACTUAL
OCCUPANCY
AREA
FOR FRONTAGE
AUTOMATIC
AREA PER FLOOR
PER FLOOR
BUILDING AREA
BUILDING
PER FLOOR
(XX)
SPRINKLERS (300%)
AREA
43,500 SF(.43) =
23,000 SF(3) =
'E'
43,500 SF
9,890 SF
69,000 SF
101,890 SF
9,500 SF(.43) =
9,500 SF(3) =
'A-Y
9,500 SF
4,085 SF
28,500 SF
42,085 SF
13,846 SF
336,680 SF x
69,231 SF
'B'
23,000 SF
23,000 SF(.43) =
23,000 SF(3) =
101,890 SF
9,890 SF
69,000 SF
(AVG.)
(5 STORY) =
1,683,400 SF
TOTAL
76,000 SF
32,680 SF
228,000 SF
336,680 SF
ALLOWABLE AREA CALCULATION PER 508.42
B ACTUAL
+ A-3 ACTUAL
+ E ACTUAL
BALLOWABLE
A-3ALLOWABLE
EALLOWABLE
+
5.218
FIRST FLOOR ` 031
0
=,000
+ 0
'
6,130
4-115,180 `•053 =.097 < 1 THEREFORE OK
101.890
•000
77,525
SECOND FLOOR 6• = A64
+ Z015 =.048
+ 1,326 .= 017
+ 0 4.000 =.129 < 1 THEREFORE OK
101,8%
4 5
77,525
115,180
inte/�'`1jEys,".E FE..-1-- Federal Way Public Schools - Schematic Design 191
�l ..axirs �:ILB C00-L5
-'-• H•'-Summer 2018
code analysis
FIRE RESISTANCE REQUIREMENTS(SECTION 602, TABLE 601)
SEE SECTION 707- FIRE BARRIERS FOR RATED WALL/FLOOR ASSEMBLIES, EXITS, INCIDENTAL USE AREAS
BUILDING ELEMENT
FIRE RESISTANCE FOR CONSTRUCTION TYPE II-B
PRIMARY STRUCTURAL FRAME:
0 HOUR
BEARING WALLS- EXTERIOR:
0 HOUR
BEARING WALLS- INTERIOR:
0 HOUR
NONBEARING- EXTERIOR WALLS/PARTITIONS:
0 HOUR (PER TABLE 602)
NONBEARING- INTERIOR WALLS/PARTITIONS:
0 HOUR
OPENINGS IN EXTERIOR WALLS:
NOT REQ'D (PER TABLE 705,8)
FLOOR CONSTRUCTION & SECONDARY MEMBERS:
0 HOUR
ROOF CONSTRUCTION & SECONDARY MEMBERS:
0 HOUR
ROOF COVERING I
CLASS C FOR TYPE IIB CONSTRUCTION
INTERIOR WALLS & CEILING FINISHES, TABLE 803.9 - FULLY SPRINKLERED BUILDING, TYPE IIB
GROUP
EXIT ENCLOSURES &
PASSAGEWAYS
CORRIDORS
ROOMS & ENCLOSED
SPACES
EDUCATION "E"
B
C
C
ASSEMBLY "A-3"
B
B
C
BUSINESS "B"
B
C
C
MEANS OF EGRESS
OCCUPANT LOAD (TABLE 1004.1.2)
20 NET
7 NET
7 NET
50 NET
100 NET
100 GROSS
200 GROSS
300 GROSS
CLASSROOM
GYM
COMMONS
LIBRARY, READING
LIBRARY, STACKS
BUSINESS AREAS
KITCHEN
STORAGE AREAS/MECHANICAL
COMMON PATH OF TRAVEL (SECTION 1006.2.1):
MAX 100 FEET FOR GROUP "B" OCCUPANCY
MAX. 75 FEET FOR "E" OCCUPANCY
MAX, 75 FEET FOR "A-3" OCCUPANCY
EXIT ACCESS TRAVEL (SECTION 10172): WITH AUTOMATIC SPRINKLER
MAX 250 FEET FOR GROUP "E" OCCUPANCY
MAX 300 FEET FOR GROUP "B" OCCUPANCY
MAX 250 FEET FOR GROUP "A-3" OCCUPANCY
DEAD ENDS IN CORRIDORS (1020.4):
MAX, 50 FEET FOR GROUP "B" & "E" OCCUPANCIES WHERE AUTOMATIC SPRINKLER SYSTEM IS PROVIDED
MAX. 20 FEET FOR GROUP "A-3" OCCUPANCIES
;ORRIDOR WALLS (TABLE 1020.1) NOT RATED IN A FULLY SPRINKLERED BUILDING
REQUIRED EGRESS WIDTH (SECTION 1005,3)
.30" PER OCCUPANT FOR STAIRWAYS
.20" PER OCCUPANT REQUIRED FOR "OTHER" EGRESS COMPONENTS INCLUDING DOORS, CORRIDORS, ETC. (SECTION 1005,1)
REQUIRED NUMBER OF EXITS (TABLE 1015.1, TABLE 1021.1, TABLE 1021.2)
INDIVIDUAL FLOOR - 2 REQUIRED FOR 499 OCCUPANTS PER FLOOR
OFFICES-1 REQUIRED
CONFERENCE ROOMS (UNDER 750 SQUARE FEET) -1 REQUIRED
STORAGE ROOMS -1 REQUIRED
MECHANICAL ROOMS - 2 REQUIRED (PER SECTION 1015.4)
ELECTRICAL SWITCHGEAR ROOMS (PER NEC) - 2 REQUIRED
ALL OTHER ROOMS -1 REQUIRED
EXIT ACCESS DOORWAY CONFIGURATION (SECTION 1015,2, EXCEPTION #2)
WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2,
THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN 1/3 OF THE LENGTH OF THE MAXIMUM
OVERALL DIAGONAL DIMENSION OF THE AREA SERVED
192 I Federal Way Public Schools - Schematic Design
j Summer 2018
code analysis 5
PLUMBING FIXTURE REQUIREMENTS
WA STATE AMENDMENTS CHAPTER 50-51 WAC, TABLE 2902
WATER CLOSETS REQ'D 4AVATORIES REQ'D
OCCUPANCY GROUP
AREA
OCCUPANTS
WATER CLOSET
FIXTUURES
FIXTURES
LAVATORY FACTOR
LAVATORIES
LAVATORIES
FACTOR
REQUIRED
PROVIDED
REQUIRED
PROVIDED
464 MALE
1 FIXTURE PER 125
4
4
3
2
8
4
1 FIXTURE PER 200
3
2
GROUP A3
7,773
928
464 FEMALE
1 FIXTURE PER 65
SQ FT
1 FAMILY/ASSISTED-USE
1 FAMILY/ASSISTED-
1 FAMILY/A SSISTED-
TOILET ROOM PER 6 WCs
USE TOILET ROOM `
USE TOILET ROOM `
1125 FOR FIRST 50,
1 /40 FOR FIRST 80,
1
2
4,237
22 MALE
1 / 50 FOR REMAINDER
1
2
1180 FOR REMAINDER
GROUP B
SQ FT
43
22 FEMALE
1 125 FOR FIRST 50,
1
2
1 / 40 FOR FIRST 80,
1
2
1 / 50 FOR REMAINDER
1 / 80 FOR REMAINDER
284 MALE
1 FIXTURE PER 35
9
16
1 PER 85
4
19
GROUP E"
56.831
50
SQ FT
284 FEMALE
1 FIXTURE PER 25
12
16
1 PER 50
6
19
TOTAL
MALE
14
22
8
23
FEMALE
1
21
22
10
23
`PER 1109.2.1- FIXTURES WITHIN FAMILY/ASSISTED-USE TOILET ROOMS SHALL BE INCLUDED IN DETERMINING THE # OF FIXTURES PROVIDED.
"E OCCUPANCY PER WA STATE AMENDMENT, TABLE 2902.1 FOOTNOTE E.
• DRINKING FOUNTAINS (2902.5.1 WA STATE AMENDMENTS)
(1) FOR FIRST 150 OCCUPANTS, ADDITIONAL (1) FOR EACH ADDITIONAL 500 OCCUPANTS
TOTAL OF XXX OCCUPANTS =X REQUIRED DRINKING FOUNTAINS. X TOTAL FOUNTAINS PROVIDED.
171te(�yjrUS FEDERAL WAY Federal Way Public Schools - Schematic Design 193
.J �ecxire _, PU9LIC SCHOOLS
--•—•----- Summer 2018
code analysis
Code Review and Analysis (cont.)
WILDWOOD
PROJECT DATA
PROJECT NAME: WILDWOOD ELEMENTARY SCHOOL
PROJECT ADDRESS: 2405 S 300TH ST.. FEDERAL WAY, WA 98003
PARCEL NUMBER: 0421049167
LOT AREA: 408,593
ZONING: SINGLE FAMILY -1 UNIT / 7.200 SO FT - RS72
LEGAL DESCRIPTION: NW 114 OF SW 1/4 OF SE 114 LESS N 30 FT FOR RD
CODE TYPE
CODE TITLE
TECHNICAL BASIS
ZONING
FEDERAL WAY REVISED CODE
FWRC -TITLE 19
BUILDING
2015 INTERNATIONAL BUILDING CODE (INCLUDING
APPENDICES E, J)
WAC 51-50-1101, RCW
19,27 & 70.92
ACCESIBILITY
ICC ANSI Al17.1-2010 ACCESSIBLE & USABLE BUILDINGS & FACILITIES
WAC 51-50
MECHANICAL
2009INTERNATIONAL MECHANICAL CODE (IMC)
WAC 51-52
FIRE
2015 INTERNATIONAL FIRE CODE (INCLUDING AMENDED CITY OF FEDERAL WAY
APPENDIX B) & ( INCLUDING APPENDICES C, E, F,1)
NFPA 72. WAC 51-54A AND RC
1927
PLUMBING
2015 UNIFORM PLUMBING CODE (EXCLUDING CHAPTER 12,15)
WAC 51-56 & RCW 19.27
ELECTRICAL
2017 NATIONAL ELECTRICAL CODE
WAC 296-43, 296-45, 29646B &
RCW 19.28
ENERGY
2015 INTERNATIONAL ENERGY CONSERVATION CODE
WAC 51-11R, 51-11C and
RCW 19.27
INDOOR AIR QUALITY
WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE
WAC 51-13
ELEVATOR
ANSIIASMEA17-1
WAC296-96
CIVIL
WSDOT 2000
FIRE SPRINKLERS
INFPA13
FIRE ALARM
I NFPA72
v.v rvvmu
I DISTRICTS I COMMUNITY DESIGN GUIDELINE REQUIREMENTS I
ALL ZONING DISTRICTS BUILDING FACADE MODULATION AND SCREENING OPTIONS: ALL BUILDING FACADES > 60 FEET AND ARE VISIBLE FROM EITHER A
RIGHT-OF-WAY OR RESIDENTIAL USE OR ZONE SHALL INCORPORATE FACADE TREATMENT. FACADES SHALL INCORPORATE AT LEAST
TWO OF THE FOUR OPTIONS EXCEPT, FACADES THAT ARE SOLIDLY SCREENED BY TYPE I LANDSCAPING, OUTDOORS, YARDS, AND
LANDSCAPING, MAY USE FACADE MODULATION AS THE SOLE OPTION. OPTIONS USED SHALL BE INCORPORATED ALONG THE ENTIRE
LENGTH OF THE FACADE
A. FACADE MODULATION, MINIMUM DEPTH: TWO FEET; MINIMUM WIDTH: SIX FEET; MAXIMUM WIDTH: 60 FEET. ALTERNATIVE METHODS
TO SHAPE A BUILDING, SUCH AS ANGLED OR CURVED FACADE ELEMENTS, OFF -SET PLANES, WING WALLS AND TERRACING, WILL BE
CONSIDERED; PROVIDED, THAT THE INTENT OF THIS SECTION IS MET.
B. LANDSCAPE SCREENING. EIGHT -FOOT -WIDE TYPE II LANDSCAPE SCREENING ALONG THE BASE OF THE FACADE, EXCEPT TYPE IV
MAY BE USED IN PLACE OF TYPE II FOR FACADES THAT ARE COMPRISED OF 50 PERCENT OR MORE WINDOW AREA, AND AROUND
BUILDING ENTRANCE(S). FOR BUILDING FACADES THAT ARE LOCATED ADJACENT TO A PROPERTY LINE, SOME OR ALL OF THE
UNDERLYING BUFFER WIDTH REQUIRED BY CHAPTER 19.125 FWRC, OUTDOORS, YARDS, AND LANDSCAPING, MAY BE CONSIDERED IN
MEETING THE LANDSCAPE WIDTH REQUIREMENT OF THIS SECTION.
C. CANOPY OR ARCADE. AS A MODULATION OPTION, CANOPIES OR ARCADES MAY BE USED ONLY ALONG FACADES THAT ARE VISIBLE
FROM A RIGHT-OF-WAY. MINIMUM LENGTH: 50 PERCENT OF THE LENGTH OF THE FACADE USING THIS OPTION.
D, PEDESTRIAN PLAZA. SIZE OF PLAZA: PLAZA SQUARE FOOTAGE IS EQUAL TO ONE PERCENT OF THE GROSS FLOOR AREA OF THE
BUILDING, BUT IT MUST BE A MINIMUM OF 200 SQUARE FEET. THE PLAZA SHOULD BE CLEARLY VISIBLE AND ACCESSIBLE FROM THE
ADJACENT RIGHT-OF-WAY.
INSTITUTIONAL BUILDING MODULATION: THE MODULATION SHALL BE INTEGRAL TO THE BUILDING STRUCTURE FROM BASE TO ROOFLINE.
LENGTH > 120', THEN
MIN DEPTH —10% OF TOTAL LENGTH
MIN WIDTH — 2X MIN DEPTH
194 I Federal Way Public Schools - Schematic Design
Summer 2018
w
z
O
N
J
Q
F—
z
w
0
U)
w
F—
z
w
U
Q
0
Q
code analysis 5
331'-2" > 120'
PROP
BUILDING
!— FACADEVOTVISIBLE�
m
z
z
w
,
I
1
i
I.
FACADE NOT VISIBLE
EDGE OF PROP
LANDSCAPE /
ADJACENT RESIDENTIAL ZONE
COMMUNITY DESIGN GUIDELINES DIAGRAM
(PER FWRC 19.115.100)
TRUE NORTH
w
z
O
N
J
a
z
w
0
U)
w
z
w
U
Q
Q
i nt2 EySruse FEDERAL WAY Federal Way Public Schools - Schematic Design 195
�xeexr rec PUSUC SCH00�L5
-- — = Summer 2018
code analysis
MAX BLDG HEIGHT DIAGRAM
(PER FWRC 19.05.080)
MID POINT OF SLOPED
PRINCIPAL ROOF
b
----
' AVERAGE BUILDING
ELEVATION
AV BLDG ELEV DIAGRAM (t
(PER FWRC 19.05.010) TRUE NORTH
LOWEST 40 §T-0
AVERAGE BLDG ELEV =
`f L� HIGHEST
PROP ELEV
AVERAGE BUILDING ELEVATION (ABE) =
AVERAGE OF HIGHEST & LOWEST PROP OR
EXISTING ELEVATION
(487' + 493')/2 = 490'
196 I Federal Way Public Schools - Schematic Design
Summer 2018
"RC 19.20U.690)
CLASSIFICATION
REQUIRED
PROPOSED
SETBACKS
FRONT (NORTH)
50'
190'-10"
SIDE (EAST)
5Y
207'-11"
SIDE (WEST)
50
72'-10"
REAR (SOUTH)
50'
119'-8"
MAX BUILDING HEIGHT:
55' FOR GYMS
37'-1"
VERTICAL DISTANCE FROM AVERAGE
BUILDING ELEVATION TO MID POINT
30' FOR ALL OTHER
37'-5"
BETWEEN EAVE & RIDGE OF HIGHEST
STRUCTURES
PRINCIPAL SLOPED ROOF
MAX LOT COVERAGE BY
75% MAX
11%
STRUCTURES
REQUIRED PARKING
EXISTING
PROPOSED
1 PER EMPLOYEE
82
90
code analysis 5
USE AND OCCUPANCY CLASSIFICATION (SECTIONS 302,303, & 304)
- GROUP(S): GROUP "E" EDUCATION (ALL AREAS OTHER THAN BELOW, GYMNASIUMS, COMMONS AND KITCHEN INCLUDED IN IBC SECTION 303.1.3)
GROUP "B" BUSINESS (ADMINISTRATIVE OFFICES)
GROUP "A-3" ASSEMBLY
OCCUPANCY SEPARATIONS
(SECTION 508, 509)
MIXED OCCUPANCY NO SEPARATION REQUIRED
INCIDENTAL USES (TABLE 509)
BOILER ROOM:1 HOUR OR SPRINKLER REQUIRED (SPRINKLERS PROVIDED)
CONSTRUCTION TYPE (CHAPTER6)
-TYPE II-3, FULLY SPRINKLERED EXTERIOR WALLS TO BE OF NONCUMBUSTIBLE MATERIALS, INTERIOR ELEMENTS ARE IN ACCORDANCE WITH TABLE 601 AND SECTION 603
OF THE CODE.
BUILDING HEIGHTS AND AREAS (TABLE 503, SECTION 504 & 506)
ALLOWABLE VS. ACTUAL BUILDING HEIGHTS & STORIES (TABLE 504.3 AND 504.4)
TYPE OF CONSTRUCTION TO BE TYP II-B, EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM
OCCUPANCY
BASIC ALLOWABLE
BUILDING HEIGHT
ACTUAL BUILDING
HEIGHT ABOVE GRADE
ALLOWABLE BUILDING
HEIGHT I FLOORS
ACTUAL BUILDING
HEIGHT I FLOORS
'E'
75 FT
40 FT. 8IN.
3 STORIES
2 STORIES
'A-3-
75 FT
47 FT. 3IN.
3 STORIES
1 STORY
'B'
75 FT
13 FT. 4 IN.
4 STORIES
1 STORY
ALLOWABLE VS, ACTUAL BUILDING ARM (TABLE W5,21
FRONTAGE MAY BE USED FOR AREA INCREASES PER 506.2
TOTAL ALLOWABLE BUILDING AREA FOR MIXED OCCUPANCY, MULTISTORY BUILDING PER 506.2.4
ALLOWABLE AREA CALCULATION Qg.241
BUILDING: Aa=[At+(NS x If) (EQUATION 5-3)
FRONTAGE INCREASE (506.3-3
W= (L1xW1+L2xW2+,.,.) (EQUATION 5A)
BASIC
ALLOWABLE
AREA INCREASE
AREA INCREASE FOR
TOTACTUAL
ACTUALAREA
ALLOWABLE
OCCUPANCY
AREA
FOR FRONTAGE
AUTOMATIC
AREA PER FLOOR
AREA PER FLOOR
PER FLOOR
BUILDING AREA
BUILDING
PER FLOOR
(XX)
SPRINKLERS (300%)
AREA
43,500 SF(-43) =
23,000 SF(3) =
'E'
43.500 SF
9,890 SF
69,000 SF
101,890 SF
9,500 SF(.43)tt
9,500 SF(3) _
A-3'
9,500 SF
4,085 SF
28.500 SF
42,065 SF
13,B46 SF
336,680 SF x
69,231 SF
B'
23,000 SF
23.000 SF(.43) =
23.000 SF(3) =
101,890 SF
9,890 SF
69,000 SF
(AVG.)
(5 STORY) =
1,683,400 SF
TOTAL
76,000 SF
32,680 SF
228,000 SF
336,680 SF
ALLOWABLE AREA CALCULATION PER 508.4 2
B ACTUAL + A-3 ACTUAL + E ACTUAL F
B ALLOWABLE"L� E ALLOWABLE
FIRST FLOOR 5218 =,051 + 0 =.000 + 0 =.000 + 61130 =.053=.097<1THEREFOREOK
M 42.085 77.525 115,180
6569 2015 1,326 _ 0
SECOND FLOOR i01 =.064 + 42085 =•048 * 77,525 017 + 115,180 =•000=,129<1THEREFOREOK
nt2 I yULiIY1[ FEDERAL WAY Federal Way Public Schools - Schematic Design 197
III [X„PUBLIC SCHOOLS
---------- Summer 2018
code analysis
FIRE RESISTANCE REQUIREMENTS(SECTION 602, TABLE 601)
SEE SECTION 707- FIRE BARRIERS FOR RATED WALLIFLOOR ASSEMBLIES, EXITS, INCIDENTAL USE AREAS
BUILDING ELEMENT
FIRE RESISTANCE FOR CONSTRUCTION TYPE II-B
PRIMARY STRUCTURAL FRAME:
0 HOUR
BEARING WALLS- EXTERIOR:
0 HOUR
BEARING WALLS- INTERIOR:
0 HOUR
NONBEARING- EXTERIOR WALLS/PARTITIONS:
0 HOUR (PER TABLE 602)
NONBEARING- INTERIOR WALLS/PARTITIONS:
0 HOUR
OPENINGS IN EXTERIOR WALLS:
NOT REQ'D (PER TABLE 705.8)
FLOOR CONSTRUCTION & SECONDARY MEMBERS:
0 HOUR
ROOF CONSTRUCTION & SECONDARY MEMBERS:
0 HOUR
ROOF COVERING
CLASS C FOR TYPE IIB CONSTRUCTION
INTERIOR WALLS & CEILING FINISHES, TABLE 803.9 - FULLY SPRINKLERED BUILDING, TYPE IIB
GROUP
EXIT ENCLOSURES &
PASSAGEWAYS
CORRIDORS
ROOMS & ENCLOSED
SPACES
EDUCATION "E"
B
C
C
ASSEMBLY "A-3"
B
B
C
BUSINESS "B"
I B
C
C
MEANS OF EGRESS
OCCUPANT LOAD (TABLE 1004.1.2)
20 NET
7 NET
7 NET
50 NET
100 NET
100 GROSS
200 GROSS
300 GROSS
CLASSROOM
GYM
COMMONS
LIBRARY, READING
LIBRARY, STACKS
BUSINESS AREAS
KITCHEN
STORAGE AREAS/MECHANICAL
COMMON PATH OF TRAVEL (SECTION 1006,21):
MAX. 100 FEET FOR GROUP "B" OCCUPANCY
MAX 75 FEET FOR "E" OCCUPANCY
MAX 75 FEET FOR "A-3" OCCUPANCY
EXIT ACCESS TRAVEL (SECTION 1017.2): WITH AUTOMATIC SPRINKLER
MAX 250 FEET FOR GROUP "E" OCCUPANCY
MAX. 300 FEET FOR GROUP "B" OCCUPANCY
MAX 250 FEET FOR GROUP "A-3" OCCUPANCY
DEAD ENDS IN CORRIDORS (1020,4):
MAX 50 FEET FOR GROUP "B" & "E" OCCUPANCIES WHERE AUTOMATIC SPRINKLER SYSTEM IS PROVIDED
MAX, 20 FEET FOR GROUP "A-3" OCCUPANCIES
-ORRIDOR WALLS (TABLE 1020.1) NOT RATED IN A FULLY SPRINKLERED BUILDING
REQUIRED EGRESS WIDTH (SECTION 1005.3)
.30" PER OCCUPANT FOR STAIRWAYS
.20" PER OCCUPANT REQUIRED FOR "OTHER" EGRESS COMPONENTS INCLUDING DOORS, CORRIDORS, ETC. (SECTION 1005.1)
REQUIRED NUMBER OF EXITS (TABLE 1015.1. TABLE 1021.1, TABLE 1021.2)
INDIVIDUAL FLOOR -2 REQUIRED FOR 499 OCCUPANTS PER FLOOR
OFFICES-1 REQUIRED
CONFERENCE ROOMS (UNDER 750 SQUARE FEET) -1 REQUIRED
STORAGE ROOMS -1 REQUIRED
MECHANICAL ROOMS-2 REQUIRED (PER SECTION 1015.4)
ELECTRICAL SWITCHGEAR ROOMS (PER NEC) - 2 REQUIRED
ALL OTHER ROOMS -1 REQUIRED
EXIT ACCESS DOORWAY CONFIGURATION (SECTION 1015.2, EXCEPTION #2)
WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2,
THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN 113 OF THE LENGTH OF THE MAXIMUM
OVERALL DIAGONAL DIMENSION OF THE AREA SERVED
198 1 Federal Way Public Schools - Schematic Design
Summer 2018
code analysis 5
PLUMBING FIXTURE REQUIREMENTS
WA STATE AMENDMENTS CHAPTER 50-51 WAC, TABLE 29021)
WATER CLOSETS REQ'D
LAVATORIES REQ'D
WATER CLOSET
LAVATORY FACTOR
LAVATORIES
LAVATORIES
OCCUPANCY GROUP
AREA
OCCUPANTS
FACTOR
FIXTURES
FIXTURES
REQUIRED
PROVIDED
REQUIRED
PROVIDED
467 MALE
1 FIXTURE PER 125
4
4
3
2
8
4
1 FIXTURE PER 200
3
2
GROUP A3
6,527
933
467 FEMALE
1 FIXTURE PER 65
SO FT
1 FAMILY/ASSISTED-USE
1 FAMILY/ASSISTED-
1 FAMILY/ASSISTED-
TOILET ROOM PER 6 WCs *
USE TOILET ROOM *
USE TOILET ROOM
1125 FOR FIRST 50,
1 140 FOR FIRST 80,
1
1
4,099
21 MALE
1 / 50 FOR REMAINDER
1
1
1 180 FOR REMAINDER
GROUP B
SO FT
41
1 / 25 FOR FIRST 50,
1
1
1 140 FOR FIRST 80.
1
1
21 FEMALE
1 / 50 FOR REMAINDER
1 / 80 FOR REMAINDER
278 MALE
1 FIXTURE PER 35
9
16
1 PER 85
4
13
GROUP E"
56,928
569
SO FT
278 FEMALE
1 FIXTURE PER 25
12
16
1 PER 50
6
13
TOTAL
MALE
14
21
8
16
FEMALE
21
21
10
16
PER 1109.2.1 - FIXTURES WITHIN FAMILYIASSISTED-USE TOILET ROOMS SHALL BE INCLUDED IN DETERMINING THE # OF FIXTURES PROVIDED.
••E OCCUPANCY PER WA STATE AMENDMENT, TABLE 2902.1 FOOTNOTE E.
- DRINKING FOUNTAINS (2902.5.1 WA STATE AMENDMENTS)
(1) FOR FIRST 150 OCCUPANTS, ADDITIONAL (1) FOR EACH ADDITIONAL 500 OCCUPANTS
TOTAL OF XXX OCCUPANTS = X REQUIRED DRINKING FOUNTAINS. X TOTAL FOUNTAINS PROVIDED,
inte rus �oeruLwarSCHOFederal Way Public Schools - Schematic Design 199
��ec„„ .... P- LICOLS Summer 2018
This page intentionally left blank,
200 1 Federal Way Public Schools - Schematic Design
Summer 2018
integs
ARCHITECTURE
117 South Main Street
Suite 100
Seattle, WA 98104
p. 206.628.3137
f. 206.628.3138
rbaibak@integrusarch.com
www.integrusarch.com
- r
AL
FUHTABLE 1
04
0 L
(n uj to L)
T- 'z
U)
z
V'r Lu
E 0
tn U JI 2z
c
COMPLETE REPETITIVE ON0 ON, INDI—El IN 'ILL. .2 LU
'111L( '117H VNIIDAN I LDIID D. 7101, AND ILL S'19U�.11 1W 0 >_
NO 'IS COUNT`! <
A,E 0
SLI.S 71 111 AND ALIGN'WITH EXISTING ADJACENT 0
LU
WI i :ARIN57 8EAS INDICATED � THE DRAWINGS FOR DESIRED E:
4 UNEEIE a IE1 L
Y COAS7CRAE7/HARNDN ONLESS 3T WISE .NOTED. -.4— EATEE
1001ri_ En Uj
PROVIDE 5LOCKINC FOR AqCJE:TICN SCREENS X -C_; ABOVE ALL C1AL DAA.1 LU
6. ALL HEW COUNTERTOP AND SACK LASH TO 3E ;NIIATED FI-AS77C UNLESS U_
DT`LRWI S5 'IOTEO�
C. F NOR Ae- IIIIIE1 AND SPECIFIC FINISH
AS ADJACENT AREA. INT I "'TNE':"EH'IAATE`0O
ixDEa
AI
SITE 'LAI 1ICINITY .1
FLOOR PLAN. ELLVATIDI.S, INTER— SLE11TIOtIl. SECTION5,
WALL SECTIONS & RDO1 PLAN
L, a0U110RY T- , LEI,'l XSCNIITID'i LEGEND La
L 'LAN Z DETAIL'
O
IDILIDITIO1 1 11.1 N, ILINI, SIETIONS GENERAL NO—
MI IECHAIAL FLTDI P-S, 1171111
SCHEDULES � —
_I E-'ECTRICAL PLANS, 11NEIILSI I IETIIIS
<
<
TI TIT.F z
z
<
DATE
WILDWOOD ES - FROM EXISTING DRAWINGS
Original Building (1967) = 39,390 sf
Classroom Addition (1985) = 6,027 sf
Main Building = 45,417 sf
Covered Play (40'x60') = 2,400 sf
Covered Play (Count for 50%) = 1,200 sf
Portable Addition (before 1991) = 1 Portable
Portable Addition (after 1991) = 3 Portables
Portable 1 = 907 sf 3CIUEME
Portable 2 = 902 sf
Portable 3 = 900 sf
Portable 4 = 902 sf ZHEF,
-------------------- - ----- - — ----------------------
Main Building with Portables = 49, 028 sf
SHEET DEX
GENERAL
GOOO
COVER SHEET
G001
CODE REVIEW & ANALYSIS
SURVEY
1 OF
SURVEY 1 OF 5
2 OF 5
SURVEY 2 OF 5
30F5
SURVEY 3 OF 5
4 OF 5
SURVEY 4 OF 5
5 OF 5
SURVEY 5 OF 5
("llivil
1011)
TESC AND DFMOUTION
(IRAl")IN(l,!A ND NA(:lF
f,'W
PAVING, Al""ll) 1) f li i � if
IAN();'�C,Afl
L200
OVLI`�Atl t.,AN(,)' 'A,"All, il
L205
LANDSCAPE LEGEND AND OL I kdit
ARCHIT[CTURAL
A00 I
GENERAL ARCHITECTURAL NOTES
A I (,)'I
LEVEL 1- FLOOR PLAN - OVERALL
A101A
LEVEL 1- AREA A
A101B
LEVEL 1- AREA B
A101C
LEVEL 1- AREA C
A102
LEVEL 2 - FLOOR PLAN - OVERALL
A102A
LEVEL 2 - AREA A
A102B
LEVEL 2 - AREA B
A I W?(",
I FVFI,, 2, - AREA C
A I 0'i
I IHOP 11 AN kll CMVAI I
I X f i l f VA
FEDERAL WAY PUBLIC SCHOOLS SSC OWNER'S REP
1211 S 332ND ST
CBREJHEERY
FEDERAL WAY, WA 98003
50 UNION STREET
253,945.5937
SUITE 1000
CASEY MOORE
SEATTLE, WA 98101
206.587.0473
ARCHITECTURAL
RAY VEFIK
INTEGRUS ARCHITECTURE
117 S MAIN STREET
MECHANICAL
SUITE 100
BCE ENGINEERS
SEATTLE, WA 98104
6021 12TH ST EAST
206,628,3137
SUITE 200
REBECCA BAIBAK
FIFE, WA 98424
253.922,0446
STRUCTURAL
CHRIS CAFFEE
INTEGRUS ARCHITECTURE
117 S MAIN STREET
ELECTRICAL
SUITE 100
BCE ENGINEERS
SEATTLE, WA 98104
6021 12TH ST EAST
206,62& 3137
SUITE 200
TOM CORCORAN
FIFE, WA 98424
253.922.0446
CIVIL
MICHAEL COZART
LPD ENGINEERING PLC
1932 FIRST AVENUE
FOOD SERVICE
SUITE 201
STAFFORD DESIGN GROUP
SEATTLE, WA 98101
19528 12TH AVE
206,7251211
SEATTLE, WA 98155
JENNIFER ARGAVES
253,269A506
TIM STAFFORD
LANDSCAPE
WEISMAN DESIGN GROUP
COST ESTIMATOR
2329 E. MADISON STREET
WT PARTNERSHIP
SEATTLE, WA 98122
107 SPRING ST
206,322.1732
SEATTLE, WA 98140
NICK HAGEN
206108.4199
STEVE KELLY
FEDERAL WAY SCHOOL DISTRICT
SCH"EMATIC DESIGN
em%rm%
I N T E U N UE 3' P R 0 0"NUO". 2`17 3 9"
Intieugrus
ARCHITECTURE
urn
-31
r4
Povmlkwood
a U E, 11114
Lakel;
Fo�d,,,�tol Vvoy H Nor
igh b'(lotfl
N1 I fl! 1`,' L. A K 1";
Lak,, Pori
I t Fedrerat Way,
At F I
Park Golf
oy
Fedwal WPi
Public Schools ssc
1P
IN%..JTE: DRAWHNuS ARE HA LF-SCALE
Ll
A S Fl E P 1 Ez"31 E IN'T E D 0 N T H E S H E E T Z13% SETN
U9,
lo,"' lJJL,,
k-�# �W'
ut
00 7 18
-CODE REVIEW
ATAI
PROJECT NAME:
WILDWOOD ELEMENTARY SCHOOL
PROJECT ADDRESS:
2405 S 300TH ST,, FEDERAL WAY, WA
PARCEL NUMBER:
k9'003
,04 1
LOT AREA:
4
ZONING:
SINGLE FAMILY -1 UNIT 17,200 SQ FT - RS7,2
LEGAL DESCRIPTION:
NW 1/4 OF SW 1/4 OF SE 1/4 LESS IN 30 FT FOR RD
CODE TYPE
CODE TITLE
TECHNICAL BASIS
ZONING
FEDERAL WAY REVISED CODE
FWRC - TITLE 19
BUILDING
2015 INTERNATIONAL BUILDING CODE (INCLUDING
WAC 51-50-110 1, RC W
APPENDICES E, J)
19.27 & 70.92
ACCESIBILITY
ICC ANSI Al 17.1-2010 ACCESSIBLE & USABLE BUILDINGS & FACILITIES
WAC 51-50
MECHANICAL
2009 INTERNATIONAL MECHANICAL CODE (IMC)
WAC 51-52
FIRE
2015 INTERNATIONAL FIRE CODE (INCLUDING AMENDED CITY OF FEDERAL WAY
NFPA 72, WAC 51-54A AND RCV
APPENDIX B) & (INCLUDING APPENDICES C, E, F, 1)
19.27
PLUMBING _j
2, 151J, M UNIFORM PLUMBING
2015 UNIFORM PLUMBING CODE (EXCLUDING CHAPTER 12,15)
WAC 51-56 & RCW 19-27
FLEC'TRICAL
2017 N,� ,)N rr
WAC ?96 4,1,, ''l 6, 4�11, 20(;,46B&,
kCW IR28
201,5 ItTil:RNA HONAL 1+014,41Y (,',ON,`A,'RVAJ*ION CODE
WAC 5 1-1 1R, 51-1 1C and
RCW 19.27
I I till) 1 00 1 f 11 Al I I I Of 11 J l At. I - I Y ,
W ASHINGTON STATE VI: NTILAI ION & INDOOR AIR QUALITY CODE
WAC 51-13
FI,FVAI'OR' ...... . ......
ANSI/ASMEA17-1
WAC 296-96
WS'DOT 2000
NFPA 13
I" 1R1w ALARM
NI PA 72
COMMUNITY DESIGN GUIDELINE REQUIREMENTS
MAX BLDG HEIGHT DIAG
(PER FWRC 19,05,0
Pi�x� 10 _ ELEVATION
k4l
R A M t
(PER FWRC 19.05,010) TRUE NORTH
LOWES48TV
T 00�'
PROP lFt,111V
AVERAG3' I', fi V
I fl(Ill IF'ST
I EL EV
AVURN',l 11 VA 110;1 (Aill
AVI,4'0� {� {d W4 fl 'i I ��* I QW1 ' I PROP OR
I XKMIH'd l g i VA
50 19 N a ml,
CLASSIFICATION
REQUIRED
PROPOSED
SETBACKS
FRONT (NORTH)
50'
1901-101,
SIDE (EAST)
501
207'-11
SIDE (WEST)
501
72'-10"
REAR (SOUTH)
50'
MAX BUILDING HEIGHT:
55'FOR GYMS
VERTICAL DISTANCE FROM AVERAGE
BUILDING ELEVATION TO MID POINT
30' FOR ALL OTHER
C37'-5'
BETWEEN EAVE & RIDGE OF HIGHEST
STRUCTURES
PRINCIPAL SLOPED ROOF
MAX LOT COVERAGE BY
75% MAX
11%
STRUCTURES
REQUIRED PARKING
EXISTING
PROPOSED
I PER EMPLOYEE
82
90
131,11LOING I_ACA0E MODULATION AND SCREENING OPTIONS: ALL BUILDING FACADES > 60 FEET AND ARE VISIBI.l. j i
RICH l'-OF-WAY OR RESIDENTIAL USE OR ZONE SHALL INCORPORATE FACADE TREATMENT, FACADES SHALL I A) A
TWO OF THE FOUR OPTIONS EXCEPT, FACADES THAT ARE SOLIDLY SCREENED BY TYPE I LANDSCAPING, OUTDOOW,,,
LANDSCAPING, MAY USE FACADE MODULATION AS THE SOLE OPTION, OPTIONS USED SHALL BE INCORPORATED ALONc9 f I fit 1 1,1 Iml,
LENGTH OF THE FACADE
A[ACAWM00111 A 00N, MINIMI, JM D[ I'll 1' J WO 1717,171"; MINIMUM WIDTH: SIX FEET; MAXIMUM WIDTIT 60 FEET, ALTERNATIVE MI-THODS
iAll"", A (1011,011`10, ',,�)UG'l I A",,; AW,44'D (W (_'(WVl 1) 1 ACA01, I I 1 Nlf lll", Of"F-SET PLANES, WING WALLS AND TERRACING, WILL BE
CON',)*IULRFT) PROVIDI_:D, I'l IAII I It " IN I LN I (A' I I IN, b)'l IJ 1014 1!, tvll, I
8. LANOSGAI'l. ;,)'GNll'NING'1 IC,111, 1,00 f-WIDE f'YPE 11 LANDSCAPE SCREENING ALONG THE BASE OF THE FACADL, ["XCI I ` I I Yl 'I IV
MAY BE USED IN PLACE OF TYPE 11 FOR FACADES THAT ARE COMPRISED OF 50 PERCENT OR MORE WINDOW AREA, AND Al' r
v
BUILDING ENTRANCE(S). FOR BUILDING FACADES THAT ARE LOCATED ADJACENT TO A PROPERTY LINE, SOME OR A0, f
UNDERLYING BUFFER WIDTH REQUIRED BY CHAPTER 19,125 FWRC, OUTDOORS, YARDS, AND LAND SCAPIN(``, MAY 01
MEETING THE LANDSCAPE WIDTH REQUIREMENT OF THIS SECTION,
C. CANOPY OR ARCADE AS MODULATION OPTION, cAlN0PI[,:S OR ARGAIA, V1, 41 44 1
WE ")E A 1"N'D 0' C CUP A N C " Y C8 L A S S I F I CA TION
FROM A RIGHT-OF-WAY, MINIMUM LENGTH: 50 PERC�Nl`f"Of" 041"', Lf"'W3 III Of' If If,,,, I AGADL U,:31N(31 1-118' Of"11M
(SECTIONS 302, 303, & 304)
D. PEDESTRIAN PLAZA, SIZE OF PLAZA: PLAZA,,,SOP'�RE FOOTAGE IS EQUAL TO ONE PERCENT OF THE GROSS FLOOR AREA OF THE
- GROUP(S): GROUP "E" EDUCA-f ION (ALL ARf'A8 0 1 HL-RTHAN BELOW, GY1I 1�', At �0 kl 1 (10 H IN,, �l 0011 IN 11:1 C SECTION 303.13)
BUILDING, BUT IT MUST BE A MINIMUM OF 206iS' ARE FEET. THE PLAZA SHOULD BE CLEARLY VISIBLE AND ACCESSIBLE FROM THE
GROOP "ll" BUSINESS (ADMINISTRATIVE OFFICES)
ADJACt"N't RI(II'l I Of WAY,
ASSFMBLY
flWNl(')IAh,AIjr'IN )IIJ I IA I I I i f i I i 11, 1 A 1 10 1111 i 0 11 f) I I P� I kl I U I 'I I I P, A 'Al
t, FN (I )lf I I 20', I I 11, N
PANCY'�`,L`PARATIONS
I ('I D I' f, I I'] I 0%,0j" 1, 01 Al ;')11
0 9)
508, 50
mit'll Wit,) I I i 2x II 11, 1
(j
OV DD)
C
Nil ell,
YFE
3 iAl I i,j c
STR"'WiCTION'T"
S 300TH ST PROP LANDSCAPE �)
-TYPE II-B, FULLY SPRINKLERED, EXTERIOR WALLS TO BE OF NONCUMBUSTIBLE MAll-RIALS, INTEWOR IJ 1,MFNTS ARE IN ACCORDANCE WITH TABLE 601 AND SECTION 603
OF THE CODE,
ADJACENT RESIDENTIAL ZONE
BASIC
OCCUPANCY
ALLOWABLE
AREA INCREASE
FOR FRONTAGE
AREA INCREASE FOR
AUTOMATIC
TOTAL ALLOWABLE
ACTUAL AREA
ALLOWABLE
ACTUAL
AREA
PER FLOOR
(XX%)
SPRINKLERS (300%)
AREA PER FLOOR
PER FLOOR
BUILDING AREA
BUILDING
AREA
"E"
43,500 SF
43,500 SF(.43)
9,890 SF
23,000 SF(3)
69,000 SF
101,890 SF
13,846 SF
336,680 SF x
69,231 SF
"A-311
9,500 SF
9,500 SF(,43) =
4,085 SF
9,500 SF(3)
28,500 SF
42,085 SF
"Blo
23,000 SF
23,000 SF(A3) =
9,890 SF
23,000 SF(3) =
101890 SF
69,000 SF
,
(AVG.)
(5 STORY)
1,683,400 SF
TOTAL
76,000 SF
32,680 SF
228,000 SF
336,680 SF
ALLOWABLE AREA CALCULATION PER 508.42 DRAFT
+ e ACTUAL A-3 ACTUAL + E ACTUAL
TRUE NORTH B ALLOWABLE A-3 ALLOWABLE E ALLOWABLE
FIRST FLOOR 5,218 = �051 + 0 - '000 + 0 11: •�000 + -�-130 =.053 ,097 < 1 THEREFORE OK
101,890 42,085 77,525 115,180
SECOND FLOOR 6,569 = .064 + -Z-'-015 =.048 + 1,326 =.017 0 - =.000 =,129 < 1 THEREFORE OK
101890 42,085 77,525 115,180
FIRE RESISTANCE REQUIREMENTS(SECTION 602, TABLE 601)
SEE SECTION 707- FIRE BARRIERS FOR RATED WALL/FLOOR ASSEMBLIES. FYITS. JUCIIEVT�1- tjRF_A,2E4S
BUILDING ELEMENT
FIRE RESISTANCE FOR CONSTRUCTION TYPE 11-13
PRIMARY STRUCTURAL FRAME:
0 HOUR
BEARING WALLS- EXTERIOR:
0 HOUR
BEARING WALLS- INTERIOR:
0 HOUR
NONBEARING- EXTERIOR WALLS/PARTITIONS:
0 HOUR (PER TABLE 602)
NONBEARING- INTERIOR WALLS/PARTITIONS:
0 HOUR
OPENINGS IN EXTERIOR WALLS:
NOT REQ'D (PER TABLE 705.8)
FLOOR CONSTRUCTION & SECONDARY MEMBERS:
0 HOUR
ROOF CONSTRUCTION & SECONDARY MEMBERS:
0 HOUR
ROOF COVERING
CLASS C FOR TYPE 1113 CONSTRUCTION
INTERIOR WALLS & CEILING FINISHES, TABLE 803,9 -FULLY SPRINKLERED BUILDING, TYPE IIB
EXIT ENCLOSURES &
ROOMS & ENCLOSED
GROUP
PASSAGEWAYS
CORRIDORS
SPACES
EDUCATION "E'l
B
C
C
AS S E Iwo i> L A -3
B
C I
BUSINESS "B"
B
C
C
- OCCUPANT LOAD (TABLE 1004.1.2)
20 NET CLASSROOM
7 NET GYM
7 NET COMMONS
50 NET LIBRARY, READING
100 NET LIBRARY, STACKS
100 GROSS BUSINESS AREAS
200 GROSS KITCHEN
300 GROSS STORAGE AREAS / MECHANICAL
- COMMON PATH OF TRAVEL (SECTION 1006.2.1):
MAX, 100 FEET FOR GROUP "B" OCCUPANCY
MAX, 75 FEET FOR "E" OCCUPANCY
MAX, 75 FEET FOR "A-3" OCCUPANCY
- EXIT ACCESS TRAVEL (SECTION 1017.2): WITH AUTOMATIC SPRINKLER
MAX, 250 FEET FOR GROUP "E" OCCUPANCY
MAX, 300 FEET FOR GROUP "B" OCCUPANCY
MAX, 250 FEET FOR GROUP "A 3" OCCUPANCY
- DEAD ENDS IN CORRIDORS (1020,4):
MAX, 50 FEET FOR GROUP "Bo & "E" OCCUPANCIES WHERE AUTOMATIC SPRINKLER SYSTEM IS PROVIDED
MAX. 20 FEET FOR GROUP "A-3" OCCUPANCIES
-CORRIDOR WALLS (TABLE 1020,1) NOT RATED IN A FULLY SPRINKLERED BUILDING
- REQUIRED EGRESS WIDTH (SECTION 1005.3)
.30" PER OCCUPANT FOR STAIRWAYS
.20" PER OCCUPANT REQUIRED FOR "OTHER" EGRESS COMPONENTS INCLUDING DOORS, CORRIDORS, ETC, (SECTION 1005,1)
- REQUIRED NUMBER OF EXITS (TABLE 1015.1, TABLE 1021,1, TABLE 1021.2)
INDIVIDUAL FLOOR - 2 REQUIRED FOR 499 OCCUPANTS PER FLOOR
OFFICES -1 REQUIRED
CONFERENCE ROOMS (UNDER 750 SQUARE FEET) - 1 REQUIRED
STORAGE ROOMS -1 REQUIRED
MECHANICAL ROOMS - 2 REQUIRED (PER SECTION 1015.4)
ELECTRICAL SWITCHGEAR ROOMS (PER NEC) - 2 REQUIRED
ALL OTHER ROOMS -1 REQUIRED
- EXIT ACCESS DOORWAY CONFIGURATION (SECTION 1015.2, EXCEPTION #2)
WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903,3,1,1 OR 903,3.1.2,
THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN 1/3 OF THE LENGTH OF THE MAXIMUM
OVERALL DIAGONAL DIMENSION OF THE AREA SERVED
mmEffilil
loam
A. ON
i III 11119. so I At I III I I IOLA I I M 0711IMMEM-11 III=
WATER CLOSETS REQD
LAVATORIES' REQ'D
OCCUPANCY GROUP
AREA
OCCUPANTS
WATER CLOSET
FIXTURES # OF
#OF
FIXTURES
LAVATORY FACTOR
LAVATORIES
LAVATORIES
FACTOR
REQUIRED
PROVIDED
REQUIRED
PROVIDED
467 MALE
1 FIXTURE PER 125
4
4
3
2
8
4
1 FIXTURE PER 200
3
2
GROUPA3
6,527
933
467 FEMALE
I FIXTURE PER 65
I
SO FT
1 FAMILY/ASSISTED-USE
1 FAMILY/ASSISTED-
-
1 FAMILY/ASSISTED-
TOILET ROOM PER 6 WCs
USE TOILET ROOM
USE TOILET ROOM
1125 FOR FIRST 50,
1140 FOR FIRST 80
GROUP GROUP
4,099
21 MALE
1150 FOR REMAINDER
1
1
1180 FOR REMAINDER
SO FT
41
21 r-
1 25 FOR FIRST 5( ),
1/ 40 FOR FIRST 860,
J
278 MALE
1 FIXTURE PER 35
9
16
1 PER 85
4
13
GROUP E**
56,928
569
278FEMALE
1 FIXTURE PER 25
12
16
1 PER 50
6
13
SO FT
TOTAL
MALE
14
21
8
16
FEMALE
21
21
10
16
* PER 1109,21 - FIXTURES WITHIN FAMILYIASSISTED-USE TOILET ROOMS SHALL BE INCLUDED IN DETERMINING THE # OF FIXTURES PROVIDED,
**E OCCUPANCY PER WA STATE AMENDMENT, TABLE 29021 FOOTNOTE E.
- DRINKING FOUNTAINS (2902.5.1 WA STATE AMENDMENTS)
(1) FOR FIRST 150 OCCUPANTS, ADDITIONAL (1) FOR EACH ADDITIONAL 500 OCCUPANTS
TOTAL OF XXX OCCUPANTS = X REQUIRED DRINKING FOUNTAINS, X TOTAL FOUNTAINS PROVIDED,
Date:
07/18/2018
Job No.:
21739
Drawn By:
Author
Checked by:
Checker
Revisions
# LDate
Description
ANALYSIS I
V
(PER CMICrAGO COMPANY TITLE GUARANTEE NUMBER
0119605--TC, EWWECIIVE DAFT:,, MARCH 21, 201(1)
THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER Ot IIII;
SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 21 NORTF , VAN01 4 I' A" I",
W.M., IN KING COUNTY, WASHINGTON;
EXCEPT THE NORTH 30 FEET THEREOF CONVEYED TO KING COUNTY F"✓OR
ROAD UNDER RECORDING NUMBER 7202150467.
VERTICAL
NGVD 29
FEDERAL WAY VERTICAL BENCHMARK 119
MONUMENT IN CASE AT INTERSECTION OF 20TH AVE S & S 298TH ST.
PUBLISHED ELEVATION: , ,90'
BASIS
NAO 119/01
WASI, , r1TON 't1"AIi PLANU #:OC1RDINAII, h`II4.1 , N(MIll Zi1NC
CITY OF F"LI1(WAL WAY 1'10017 1N `AI C ON INO(,
HOLDING C,OIINIY MONUMI�",,'Ni I('11} Aili1 It, ,
POINT NO.1i;1C1
N118491.72
E1273293.33
CASE MONUMENT AT SOUTH 320TH ST AND PACIFIC HWY SOUTH
POINT NO.119
N12:5715,24
E1274764.57
CASE MONUMENT AT 20TH AVE SOUTH AND SOUTH 298TH ST.
I r SUR AC:1' UTILITY I ACID TII,S ARC ' I1HO HEREON PER FIELD LOCATED
VISIBLE F,VIDENCE. TIIIxVC MAY UE UTILITIES THAT EXIST ON THIS SITE OTHER
'THAN THOSE GRAPHICALLY DEPICTED HEREON..
2. UNDERGROUND (BURIED) UTILITIES SHOWN HEREON ARE BASED ON
COMBINATIONS OF VISIBLE SURFACE EVIDENCE, UTILITY LOCATOR MARKINGS
AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS). ALL
UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND, IN SOME
CASES, ARE SHOWN AS STRAIGHT LINES BETWEEN FIELD LOCATED SURFACE
UTILITY FACILITIES. UNDERGROUND UTILITIES MAY HAVE BENDS. CURVES OR
CONNECTIONS WHICH ARE NOT SHOWN.
3. ALTHOUGH LOCATIONS OF UNDERGROUND UTILITIES BASED ON UTILITY
LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY
DESIGN DRAWINGS) ARE DEEMED RELIABLE, AHBL, INC. ASSUMES NO
LIABILITY FOR THE ACCURACY OF SAID DATA.
4, CALL 1 -800-424-555 BEFORE ANY CONSTRUCTION.
BREAKDOWN
BREAKDOWN OF
FILE NUMBER 20060501000741.
RELIANCE NOTE
THIS SURVEY WAS PREPARED AT THE REQUEST OF CASEY MOORE FOR THE
SOLE AND EXCLUSIVE USE OF FEDERAL WAY PUBLIC SCHOOLS. RIGHTS TO
RELY UPON AND, OR USE THIS SURVEY DO NOT EXTEND TO ANY OTHER
PARTY EXCEPT THROUGH EXPRESS RECERTIFICATION BY THE PROFESSIONAL
LAND SURVEYOR WHOSE STAMP AND SIGNATURE APPEAR HEREON,
E(KNUIPMENT
3" TOTAL STATION UTILIZING STANDARD FIELD TRAVERSE METHODS FOR
CONTROL AND STAKING.
1, DAVID C. FOLLANSBEE, A PROFESSIONAL LAND SURVEYOR IN THE STATE
OF WASHINGTON, HEREBY CERTIFY THAT THIS MAP CORRECTLY REPRESENTS
A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN APRIL 2018,
AT THE REQUEST OF FEDERAL WAY PUBLIC SCHOOLS.
1
DA . F NSBEE, PLS 45161 DATE
1. ,...,. n.,, «,; ,. £,., .„s S,, .„, ,. :.., .r.. tr: .,n.. :.. `rk ,.,✓. .s ".. ,'..:, ,hi':• ,'x,� 'x r;:... .:.?'..:t» („'�
>A ,,, .,,, a ,,.. „Y:. ." �.. r;... 1) v. },. ,n. :. y.,.9^. „l. +i$, r. r,, > .)J, •, s..e. n,,. ..rtitt' S }., ^' 1 �.,,:
, i ,.. F M,:.. xl:.: +4, ..� ..4 ;;✓ f, 4•x" y,x. "....: r1 t�: rv„*• nt.
rr «.. ,,.}. , ^ ,.. ,. V?l ,tr ':: ,..`4 , ,.. r'4; k .✓, .' .;.r .,r ":, , », ...Y..:. ,t ,,E „1 ;s: ?a' ,,, 9 1.,. qn �t .. .,y ` '�r9•.. :.,. Y,. :, ..,: s,:. ,. >.,,. J;:�. :.;'s' ., wt. u.o,d f .,„ :,, ,",,,. +?», .,� ri�,2't" 5fi
x , ',:� ,° ,.j� ,} 9,r+. ,XS' t. �4^^ b "�,, '-". .t, ;3 t, ,,, ,., ...,. .✓: s:..: .. ',i .':r Y`ye
to /e.}. ✓,/.. r. Y . t.
. a ;�; ✓.:. ,., : n>«' :. ,svh. n i�. .", r t :, t X x,.: s } :t" '`n' e�., :.6..,. d",�'.' , "'•,: ,. �.h. , r. J.:k ,n�":. ' 4'.:. k'i t i) f y..
)•..,,:d ,,,,« 4✓;., >,T«',4 w.4 +z.: ,e+.+a sd'~•„ ,fn.° i,:d �+SY'a to ,a ,1.+ i
x. ,... «,x`-.$�,. .,r ;.+ rr:..0 c.+ n.Y rtu ,P�r... tb. .'tr.. „t;!$ °✓ ..n..�SR", cs N" ,..: f4s: r»F:u :s t ,.d ✓;'IYa i 1
j :,r ,,. ,, ?. xr-„a nu .`+;,<:+ a ;`' ,,.r „,•n d " ,zW:s. •aat. .« "a.rxe ,.�iwn+ :n, s., x,. r er, + 5.:: ,. a-. >, n ,., t. x. r Y, :,. ,.. >. � z.".^✓„, : ", ::r.a ,y ., .:.v. «,
,.: .. r, :,. w x .. .f :> ..rr ,?,.. ,.. ,. ,.. r .., ::;. .,, ::. t„ .,. A x. .«» «4...'. _ ,::P ,xrx«'<. .:✓r,:�,. .,a. ro, :,
.. .. ✓ ... ,. we .. ,.. .,. a a ,Y. . ...r,,. ,. ,. ::'. @@//, f ,. v' �,. ,.r. ,:. w. r ^"" .`; .';: ;° .,h..w,::.... ."_,,.:: .,a ,,..
...Y � Y, S 9d: 1... r.,. d. ..ta .. .xrr--. W F.. . ,... n. ✓. Y, a 9 x.. «.. ..: ).. ',:. .x,. �. ?. s ,,. tx ,.. ., » .:.. ..» ,.. •. „.... , y, xi. r ,; .,� .. ,... .. ,. ,. ,.. . r. ..",. •;F .f+ i,x .:. ,.J.^x {
,4. ✓. v f ,, �. t r, r. ?.u. ,sn. ,o.,.. `r t+. ,, +. t ., � ,. r l �. .,s str. ,;Y. ,..� ;:. d.. ,�.
t S �
,. <. .< ,?`. ,.a ... «. ... 'G x t. x�, ":`,n. r,. ..,, 4 b x .. .: r4' f F' k?.. r.; ;? r„ ✓. .'. ,n. ,..Jt>. i 3� rk
... 'Vx�. .... ,f!• ;.. r k` ,.. ... .). F. :: ,. .. ry „ 4.. ... .: .,., .. ,.,:✓ . , ..2 4...., ✓., �. ...s K , d, ,p. :.", 1« »Y {
e ..x51. ,., .. .,. ... �iG✓mx". v.. ., tr,f ..,.. ,,. r. a: « .: ,. ,..Y .,. .r ,° Y . # +.. »� x. .r 5: x. « =t � ).,.
., - Y d )� ,,. a?'F:.✓Yr ,V4 *hlrvw•„ � .l,mh.:u'. in,�».'w. YL °i. P
, y R
,r s ,:,. 't ,. �" ^ az .. , ;t n'.; fit•.. m, ,ti":: .<': w c.»° ,w. rr, f" ,eo,.a,a, ar
,, � ,� t 4, t xo- r ✓, s 4 .�,� ,
,i: .. .. < , h ,5 �, .,. ,� ,. .. .. .,. ;, t". fi. ,. a .g r ^,•,: ?' ,:x)o ,rr,, i t% `v". Z r,�, .'"J�'. av,; s <,.: i ?� r
„»fi ,r „. 47 ..� °: 5 ,s; ,.«".o #,- �. ✓"::` ,,w. w rr,,,, v)^.,.. c,� J �, g �r. �, ,:,,
i
h✓y
. ,.), a ,e•...4.. » n, ,. M e 4.. 1 ✓Y ^:": 4.",r J.>J;. ,.. to "., :wo. t�4. n; x ,". t
w
�
�;:,.. ,.t� ,,.,, n,.n.. •�, r'7 ..». .a.ak . ,. ...: .. , .,, ,: ,>.,., ,•u ..cy a ,.. .,. �. ,,a, �. n x.. , )w <.... � tr ,,... al � 4
ii ,t4rvuu✓s .era>w, a,�«., .� �. A aJ Jr a', �> ✓3" > .4 xa2, ,,;� s„' ,�4 r,; � ,„ 1' r � ix.. , � 4,
�f
_4
(ILI
POUND DESTROYED
CONCRETE POST IN
FOUND 1 � /4" LEAD PIN IN 4"X4"
CAA%1:a 0.15' SOUTH
CONCRETE POST, IN CASE, 0.12'
Of- 1 /16TH LINE, OUT 007 ,T
� SOUTH OF THE 1 /16TH LINE,
ON
-� - --
12%16
`
3/27/18
�43y,��r-I/�,
S88' 01 12"E 07'.48' {C)
'
SWO1' 12"E " 654,48'
253.03' (C) --
NORTH LINE OF THE
uj
SW 1/4 OF THE SE 1/4
jw
co
rn
�
�
4
N
cca
NV , 111, SW 1/4, SE 1/4
rn to
1> I A R E. I FT. T
xv 1
,q
3 8 AI>R e0
UD
z
`
VJ
�C'4cv
z
I
NT1l" t1;1' 21 "W 655,02'
v
10)
r
uat
1101IN0 14 SRASS 171SC NTH PUNCH SOUTHEAST CORNER OF SECTION 4.
MARK, STAMPED 1/4 CDR 4/9, KING FOUND 3" BRASS DISC WITH "X", IN
CO„ ON 3/27/18 CASE, MARKED KING COUNTY T21N,
1.4 R4E, 4/3/9/10, ON 4/5/18
9 --- -- -`------ -__ _ � ..... 45' :i 1 "E 2622.37'(M)
S87. 45' 321,(R) __ 4 3
9 10
EASEMENTTABLE
(PER CHICAGO TITLE INSURANCE COMPANY TITLE GUARANTEE NUMBER
0119605-TC, EFFECTIVE DATE MARCH 21, 2018):
1. PACIFIC TELEPHONE AND TELEGRAPH COMPANY EASEMENT
ERECT AND MAINTAIN POLES WITH THE NECESSARY WIRES AND FIXTURES
THEREON, AFN 1908297. AFFECTS PROPERTY HOWEVER THE DESCRIPTION
CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION
WITHIN THE PROPERTY HEREIN DESCRIBED AND IS, THEREFORE, NOT SHOWN
ON THIS MAP.
2, FEDERAL WAY WATER WATER MAIN EASEMENT. AFN 8611061264.
AFFECTS PORTIONS OF SAID PROPERTY, HOWEVER, THE DESCRIPTION
CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION
WITHIN THE PROPERTY HEREIN DESCRIBED AND IS, THEREFORE, NOT SHOWN
ON THIS MAP.
GRAPHIC
i 50 100 200 FEET
■r� � � � � � ; dry ,��r
ii FEET
4 3
9 10
SECTION CORNER
4
QUARTER SECTION CORNER
FOUND MONUMENT AS NOTED
Q
SET REBAR AND CAP
0
FOUND PROPERTY CORNER
A
SET NAIL AND WASHER
(C)
CALCULATED
(M)
MEASURED
(R)
RECORD - PLAT OF WINDSWEPT, AFN 20060501000741
a
BOLLARD
C3
MAIL BOX
-n
SIGN AS NOTED
Lrj
UNKNOWN VAULT
O
SANITARY SEWER CLEANOUT
0
SANITARY SEWER MANHOLE
a
STORM CLEANOUT
0
STORM CATCH BASIN
STORM MANHOLE
B
YARD DRAIN
A
ROOF DRAIN
cI
CABLE RISER
GAS METER
GAS VALVE
UTILITY CABINET
L�-?r,i
POWER TRANSFORMER
E----
GUY ANCHOR
-0-
U71UTY POWER POLE
0
JUNCTION BOX
0
POWER METER
r :._J
POWER VAULT
LUMINAIRE
t]
TELEPHONE RISER
L_!
TELEPHONE VAULT
.I
?
BLOW OFF VALVE
`a
FIRE DEPARTMENT CONNECTION
JQ
FIRE HYDRANT
10
HOSE BIB
IRRIGATION CONTROL VALVE
WATER METER
WATER VALVE
'WATER VAULT
C-CEDAR, FIR,
H-HEMLOCK, P-PINE
A --ALDER, CH -CHERRY
0
M-MAPLE, MAD-MADRONE
O-OAK, U-UNKNOWN
--- -- -- -- D
;STORM LINE
-- --- -- -- -- S
SEWER LINE
-- -- --- --- W
WATER LINE
--- -- -~ ~-~ --
GAS LINE
-- -- -- -- P
ELECTRICAL LINE
`- -- -- --- i
COMMUNICATION LINE
— -- — — OHP —
OVERHEAD UTILITIES
x x —x
FENCE
„m_.,_ ._ ._.,» ...._ ...., ::....«.,....,
SEWER PER RECORDS
-- -- ---
STORM PER RECORDS
w.._« .r_. 1„=.......
IRRIGATION PER RECORDS
WATER PER RECORDS
ASPHALT
CONCRETE
Project
WILIDWOOD
Client:
FEDERAL WAY
PUBLIC SCHOOLS
33330 8TH AVENUE SOUTH
FEDERAL WAY, 98003
CASEY MOORE
Job No.
2180139, 50
Issue Set & Date:
MAY 8, 2018
+��rrrrrrrrrrrrrrr..�tix�v,.+*.*nr.������y
ti ! w► �
�1��..�,�v+arrye`.��►ti,.rr.rrxrrrrrr,rrr✓�d1\
, :,• ••, a. ire ri ,.
A
A
Revisions:
Sheet Title,
TOPOGRA
SURVEY
Designed by: Drawn byChecked
TD DF
Sheet No.
1 of 5 Sheets
,:., x,., v.. .,nt'., k, �: i)? N, ., .. ,: :r e ..e,3. , .. ,,:: ..:.. =n, r „.::; � n 1. n'., `1^^ ,x,„•e~,:2 , V
4` 1
KYt:
! 4
? f 4.`
a
{ Sri
dh i
hr
t p
" � Y
\,,, x,,, ,:, tf ,... ^,r... .,,> ,:r,y: „figg, U, :.H<,' ,» „, , ,;.. , ,, ,,:..„ v ... :•.'.s ,• .,. ,. > s';,e h ,..�. ,r` , 'e^c, r,a. e.v. rr. i ,.,v..aY. Win, tnfSJ ,,.,fi,cw*r,= „,.,.. �,, d„J. ,. xP; ,sdv ,nr,,.ra. >, .,,4 <m:.a'. h... a, „�,xs„ «, F.q �:, t .vs,^•, � 4sfay ,?, �,aza,�1*. v;�:F,��fs?= 5`�`:"++,. ~;< `f
s :J :r: h•, ,. ,$.. r,. ,+. S ':.>a ,• .. .:.. x. , r .,_. {. r;#" , ,,,,: h Y A. ,. „
r F jj 1 .•. a. h, PY h M.. { , ,. r
P 4
3
.(.,,: ,, a , s:r :< ^.. :s .= t, :,. .t ^ ,t q'+•:':. , .,r. .x ArM;Wt Y' ry Y ,.:.
, , ,t, ,, ,.„ K ,, .,. .. m.. a x J.,. ....: .,.aa. .K .,... ,,. ;, •,,,. 2:; m. t:� .. ab ,,, ,, € .y,.. ..,. ,I, 3
,, ,. ,,. ,>, _„ ,, n ,,,: ,.,: <K ,:;., x. ;,vaama ,. rs.�rsu } ss w.»F a:>.*.-.,, \. :.„` : «� ., ,:>::: ;: ,.: .. «. ;,,. ,v.' w;:'•,.,.,,. ,..`�, ..
,
vY.YuM. u4h�Cr.. ,.<. .� , �„. .,, •{ � 1r„"`no v�.� » „• ;y`
o;
i
SR13 1259 RIM-473 06,-,
1�" CMP S li „J47O94 f STCB 1329 RIM=480.65
I'#"" CM17 W IF-470,88 12 CONC N IE=477.35
1:2`ki
CMP S IE=477.37
III
> rK
-- " "
Yh +.
i
STCB 1261 RIM 473.84
'", _ C
12 CMP N IE-470.79,_
1'2'% CMP
G-«
X"i-•.......:.
12 CMP S IE=471.04
r
! ------ ' - MONUMENT ISr'CI.15' S,`
Irv,
.,, OF 1 16LINE LINE TH --
-" - --
STC1T 1028 RIM=481,68 "t
d 3 A 12
CMP N Jr 478160 �)
SOUTH,3 S - --_
I I CMP S IF° >n " r€ 4w
7
a
I « #,_
«»s+...*..«... ,,. .. ,. .,.
,w..+l.,.. :.,. .,.„v. ,...,.a,.�au• rn«r-.,. ««.,vim,. .«.«m.,. .»,«:w .w..,+. «.,�"r.�« •.u.» «r+«,-•+: �� w,: :«'. ,. ,.
1p
STCB 1260 RIM=473 34 4
12 CMP N IE=471.69
/r Al
^� ENTRANC;I.., 1 1t.. C:8'
� I .
tx
r
�r � � it
00
g .X
MADW,
a
P I t.
1 � F
P^°
r
„
v.
e.
Z11, ^ ,
71,
2, f
a
zrlvx�'mw
x F «�
ro �,
0
x STCB 1496 RIM=483.6E3Pa
U12' 6 IP OWS E IE=481.92 I
STOP
�i t
9
>r I: ,
uJ
uj
s
,
e a
_
ii.
-I.20",,, `-
�{� M
}, 4
gkz
bI
F20" r far 9:a # }f �rJ``* ✓ ♦rr'" "'� "�
4
"
t 4 9.3i 51 COLUMN
` STCB 2291 RIM=492.69
" p 4" CONC SE IE=491.44
i } "�
lJ10 U16 r 6" IP OWS SW IE=490.74
1 U1�",
, `
a
16 >
� r
u
,
_ _ i
10"
1,0
UW' 10','
(
STCB 1784 RIM=484.24 `
�!
6" IP OWS SE IE=482.44
U.18„ ;
U12"
y :
x
`�
1
I
STCB 2338 RIM=492.13
6" CONC NE IE-488.53
6" CONC SE IE=488.53
,
y
/
6" CONC OWS SW IE=488.53
x
u6,,. U10" '
II
U8'
✓
"
x
�,
x .
U14'X2 d U14"
SUE'
PULL
-''- FORWARD14
J1
SEE SHEET 5
FF=493, 25
l j .
t
I�
Jl�
= 1 vT
/�••��,, c4 fiOY
STCB 2290 RIM=492.83
4" PVC NE IE=490.88
4" PVC SE IE=490.88
6" CONC OWS SW IE=490,86
STCB 2163 RIM=492.33
6" CONC OWS SW IE=490.88
4" PVC IE=490.91
STCB 2162 RIM=492,70
6" IP OWS SE IE=491.25
4" CONC SW IE=491.55
STCB 2161 RIM=492.37 '
6" CONC NE IE=490.39
6" CONC OWS SW IE=490.39
4" PVC NW IE=490.57
GRAPHIC SCALE
• FEET
IS vi 1, �*
4 3
9 10
SECTION CORNER
4
QUARTER SECTION CORNER
9
FOUND MONUMENT AS NOTED
Q
SET REBAR AND CAP
4
FOUND PROPERTY CORNER
A
SET NAIL AND WASHER
(C)
CALCULATED
(M)
MEASURED
(R)
RECORD - PLAT OF WINDSWEPT
0
BOLLARD
C3
MAIL BOX
-EL
SIGN AS NOTED
El
UNKNOWN VAULT
C
SANITARY SEWER CLEANOUT
0
SANITARY SEWER MANHOLE
0
STORM CLEANOUT
0
STORM CATCH BASIN
STORM MANHOLE
El
YARD DRAIN
o
ROOF DRAIN
C3
CABLE RISER
GAS METER
KCI
GAS VALVE
UTILITY CABINET
POWER TRANSFORMER
GUY ANCHOR
-0-
UTILITY POWER POLE
0
JUNCTION BOX
0
POWER METER
POWER VAULT
TELEPHONE RISER
TELEPHONE VAULT
BLOW OFF VALVE
%
FIRE DEPARTMENT CONNEC11ON
J.
FIRE HYDRANT
HOSE BIB
K
IRRIGATION CONTROL VALVE
CH
WATER METER
D4
WATER VALVE
WATER VAULT
C-CEDAR. F-FIR,
H-HEMLOCK. P-PINE
A -ALDER, CH --CHERRY
M-MAPLE, MAD-MADRONE
O--OAK. U-UNKNOWN
--- -- -- -- C?
STORM LINE
- - --- -- 5- -
SEWER LINE
----- -- - W
WATER LINE
-- ~- ---- -- G
GAS LINE
--^- «--- ...«.. P
ELECTRICAL LINE
-- -- -- --
COMMUNICATION LINE
~ - OHP
OVERHEAD UTILITIES
x x x
FENCE
SEWER PER RECORDS
-- - C�
STORM PER RECORDS
IRRIGATION PER RECORDS
WATER PER RECORDS
ASPHALT
CONCRETE
Prolect Title.
WILDWOOD
ELEMENTARY SCHOOL
Ghent:
FEDERAL WAY
PUBLIC SCHOOLS
3330 8TH AVENUE SOUTH
FEDERAL WAY, 98003
CASEY MOORE
Job No.
2180139.50
Issue Set & Gate:
MAY 8, 2018
r
°�,�x�+,��"�ti>�w�,�,�+rrrrrrrrrrrrrrr�i1
NOTICE
ALMfiR,iIM OF M WAWAIE TK
PRMOK SEX AND 9WM v cAYM OF
ws mmum M NOT DWATE no Amm
Iffi m IN IT, M� s MR to
OKY TNT oT N THE M am
AND S NOT M BE USED FOR WAS MM oa
AWTO To TMT MW Ca Trio ANY OM PROM
Revisions:
Sheet Title,
TOPOGIMPHIC
SUs
Desi nee b Drawn by: Checked b
TD DF
Sheet No.
2
2 of 5 Sheets
1. s.. .i „r, ,... : a, tr%,.. f..re �. y t .,.r, .... .: .:>, t•,i: .,.,.., ..E2. .,, ,4v. .,:: , ,Y •ra^ .... ar, .8... 2"
, .,. ,,M1 ,,r,. .•+,. .,. ,.F {, .k,. i. „x<" .r•+:,. ,,,. ...a. w.: .>„ ,t.s� a k ,r .s, y
�F, a
;ka, i.. `x� ,N"•; k.. f'q 'y,h G1", ., Sy"aa.. k .3
.?� '�i ,y",7 0:l ','� �,#. ,Y • f.,: ,3f C„ ir�i �'4 V'1 1 '$ri.
v.
"i ,'sP ," ,;, ,;,,�wr ''rY �v,"• `:�`t b;
/ „ .r, ,e.. ,.ir,� >,.L. ,: I..v( r• a n:, i t < ::,.. i:,: ,ry ,,, ,^<. rr, a.. y:rry ", M1, w a
r
, u
<a
.. , . f Y , ,.. ..,✓ .f'r r : .:..... . ... ..... w t ..v ...,,,.,, w ,,.. .: ., ,,,,..,, . :+r ,apn uY„ .. :y ;�},
s 't
CITY OF FEDERAL WAY KING COUNTY WASHINGTON.
y
�0(3) 606 144ko 480 ICI
12' C N !I -,41 a#
/6" s1,04't: NW c ";HAI r � crSM#$ I01a" #'2IM 4$2.1J0
,•.. s �s't,3 '�£YV:i13`'4,4�cc:; ,, '• :. : CIaN II #"6 �ri:�rl9vFl4:.4 4Vf.C7J
y a
XSTC 1 M
,-
r,
> s , B 50 RI 47.79
� a l�1R#.K
( „ � , a.., w 12 GONG N #E-�.�,
44 .
12"
caNc SE # 444.34
_ .,,
NC;> I'ART(AJ(,, -5H a4. It1d
y
w 1 1 T-,..., w - _ .�,.._. � ...w....,.,.., �..�...,. 12" care S IE = 444.31
„ I
SOLAR
,
CENTER CHANNEL=442.88
G
-- -- _?. w.) t----�_
r
RED
yy
�
»
w k, '
LADDERNW
G
a� ,�. i
--
y
.. r
t
1 4
i
<tF R I HT
d•
__
, t
fi
w M
�cB 99a �# 464.78 �
� M
4
r .,
�Fn , F r� f^�
v; YW 1 1 CMP E l�=462.98
.� ,sa. :v,{k" ,.d Ywk t�-.-0,•.1+" .,.<.. . �'m"'�MWq$i'^"' ,. &Xf" ,. .r', 1: ,� i
d
jy ..+.:'<,J�'•�9»»w^"x+. r+w ,,. . w+ w.XY «v`^ ""`."++•w,Mw+.w e ,. ,t { Y .,,,.,✓
ax
s n
f
k tl pr
<
J
,t + l#.;#
MAD 14J PARKING,
,
„. a, . c, yy �z{
4
ST'C`#I 1014 RIM ,° 83 50
,
"�^y C3„Xl.
p r�
tJ'
y.
SSMH 1013 RIM481,70
L»
e4,re ArVN i %:E^ ^S%i Via'
CENTER �;t#A.� NfJ �, 4 /�/' 25 12,,
42,
I,A00f`V NW
10"i
+
)♦ A
N'i4d`,' j
a
a
HCvwv
.... rrr
W �it
4
,
,,.
a � ,M � Ut12
l
t
y fl{
t
n
i
� oulA
\a
m r.
rx
a
�1 �a
',Y,,,,e, "' HY'(kyzW' q S Y�•a. fir" 1 r ,.➢ iy, �1. �, } b. r.
}y n +
it �y
w >�
,
k
i
,t! 1 i"
, ul
t
M1
„
O*
W
ROOF50 W. 5? 1,
RaaF-508,68 r \� /rrl / �
x
1
20"
6 U"
'*. ROOF=512.44---� ' l
r Jy U 6,
..1
r 3
i i
rr
? COLUMN
f a
r
BIKE RACK O r
U
,
r r r , r „
r
t
1 '
1
r
U�
20`
,
'
` r
SHEETSEE
SPEED SIGN
{
I
#
a
i
G -- i
B~ RI455.11 STCB 500 RIM=447.79
12" CMP E fiE=453.31 _" __..�.__.,,�,,.L�.".�pNC N 6E�445.04
4" CPP S IE =446.96
12" CMP W IE=453.18 12" CMP W IE= 445.08
1 t GRAPHIC 0 40
FEET
rt
ii r
olim
LEGEND
4 3
SECTION CORNER
9 10
4
QUARTER SECTION CORNER
9
49 FOUND MONUMENT AS NOTED
Q SET REBAR AND CAP
as FOUND PROPERTY CORNER
L•A SET NAIL AND WASHER
(C) CALCULATED
(M) MEASURED
(R) RECORD - PLAT OF WINDSWEPT
a BOLLARD
MAIL BOX
-m SIGN AS NOTED
UNKNOWN VAULT
O SANITARY SEWER CLEANOUT
Q SANITARY SEWER MANHOLE
o STORM CLEANOUT
d STORM CATCH BASIN
STORM MANHOLE
f YARD DRAIN
* ROOF DRAIN
CABLE RISER
GAS METER
GAS VALVE
UTILITY CABINET
POWER TRANSFORMER
E-- GUY ANCHOR
-U- UTILITY POWER POLE
0 JUNCTION BOX
0 POWER METER
p POWER VAULT
LUMINAIRE
G] TELEPHONE RISER
1 ► 1 TELEPHONE VAULT
T BLOW OFF VALVE
7 FIRE DEPARTMENT W4NECTION
FIRE HYDRANT
HOSE BIB
IRRIGATION CONTROL VALVE
IB WATER METER
WATER VALVE
WATER VAULT
C-CEDAR, F-FIR,
H-HEMLOCK, P--PINE
A --ALDER, CH --CHERRY
M--MAPLE, MAD-MADRONE
O-,-OAK, U--UNKNOWN
~- -- - - -- o STORM LINE
-- -- -- -- S SEWER LINE
-----W—WATER LINE
--- -- -- -- G — GAS LINE
-�- -�-- --- --P ELECTRICAL LINE
— -- --- --- T— COMMUNICATION LINE
OHP M---- OVERHEAD UTILITIES
FENCE
SEWER PER RECORDS
— D - STORM PER RECORDS
IRRIGATION PER RECORDS
WATER PER RECORDS
ASPHALT
CONCRETE
2215 North 30th Street, Suite Tacoma,WA98403
♦.. ♦ Y i Y
Project
WILDWOOD
ELEMENTARY SCHOOL
Client:
FEDERAL WAY
PUBLIC SCHOOLS
33330 8TH AVENUE SOUTH
FEDERAL WAY, 98003
CASEY MOORE
Job No.
2180139.50
Issue Set 8, date:
MAY 8, 2018
+�srrrrrrrrrrrrrrrwtel. .�•,....,.,..��yri
jg %r
���►��^��.��.�lra��.'��ti�.'+�,+rrrrrrr.+rrrrrrr�I��
fe 1
. I,s .D y/fS V 19', 1. •1 5r5• 5/
Revisions:
Sheet Title:
TOPOGIMPHIC
SURVEY
Designed byDrawn by Checked by:
TD DF
Sheet No,
3
3 of 5 Sheets
2215 North 30th Street, Suite Tacoma,WA98403
♦.. ♦ Y i Y
Project
WILDWOOD
ELEMENTARY SCHOOL
Client:
FEDERAL WAY
PUBLIC SCHOOLS
33330 8TH AVENUE SOUTH
FEDERAL WAY, 98003
CASEY MOORE
Job No.
2180139.50
Issue Set 8, date:
MAY 8, 2018
+�srrrrrrrrrrrrrrrwtel. .�•,....,.,..��yri
jg %r
���►��^��.��.�lra��.'��ti�.'+�,+rrrrrrr.+rrrrrrr�I��
fe 1
. I,s .D y/fS V 19', 1. •1 5r5• 5/
Revisions:
Sheet Title:
TOPOGIMPHIC
SURVEY
Designed byDrawn by Checked by:
TD DF
Sheet No,
3
3 of 5 Sheets
LEGEND
4 3 SECTION CORNER
9 IQ
4 SECTION CORNER
QUARTER
9
FOUND MONUMENT AS NOTED
SET RESAR AND OCORNER
FOUND PROPERTY
SET NAIL. AND WASHER
CALCULATED
(M) MEASURED
(R) RECORD _ PLAT OF WINDSWEPT
O BOLLARD
p MAIL. BOX
SIGN AS NOTED
UNKNOWN VAULT
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
� STORM C�ANOUT
fl STORM CATCH BASIN
a STORM MANHOLE
YARD DRAIN
ROOF DRAIN
ct CABLE RISER
GAS METER
GAS VALVE
UTILITY CABINET
(' POWER 'TRANSFORMER
�.. GUY ANCHOR
—0- U11UTY POWER POLE
0 ,FUNCTION BOX
0 POWER METER
j p POWER VAULT
-"�LUMINAIRE
i -.T TeLEPHONE VAULT
1.' 7 -� BLOW OFF VALVE
► FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
HOSE BIB VALVE
IRRIGA"11ON CONTROL
WATER METER
WATER VALVE
WATER VAULT
C.-CEDAR, F-FIR'
H--HEMLOCK, P CHERRY
A -ALDER. AD--MADRONE
O-OAK, 6_UNKNOWN
�-- STORM LINE
" '"-- ---- SEWER LINE
WATER LINE
GAS LINE
p --- ELECTRICAL LINE
_.T , COMMUNICATION LINE
OVERHEAD UTILITIES
RFENCPER RECORDS
SEWESTORM PER RECORDSCORDS
T IRRIGATION PER
WATER PER RECORDS
ASPHALT
CONCRETE
J dam__._.° "
e
e
«M
M
+r ,
..r ryM'+, 1.. r ,.r 1A•r n
� rrr .:a Ira ., 11, • r ,. is.
!t
r r-'. •ir 1 e '.9' ." 1
Ftevt__y._stans�;.
r�hg�t 1'It_ le:.
ropoGRAPHIC
SURVEY
Dta- `N- 1t' Gh-- —ec ed by
gesi reed b DF
TD
ShN°"
4
4 0# Sheet$
l
WALL
U,
°
v.
D
.-�
.p
y
i
r
IAIN
INN
� ,
..., BASKETB,.A.LL
2 11 RIM-49:,ry , r
.'
(�tJtNI ! �480,Ca HOOP
12"
i/ r
IE48I>.11 -�., I ��. . ,.. ��, ,. /-..°.... �+'�..•_ ��cr� ,:
ioo
CI,ls rW I_
IIA1C11IC4,1A PIPE W'28; COLUMN.. ;.:
T1NR8A11IADDER WJ(TY=,.
-•... j,,.� ..,,... STCB 2160 RIM=492.59
U16".,, Gt r 6" CONC NE IE=490.06
y i d 8iV CM � CWl I ll I C1W NI"`,~ .. ? RFAC ^� 4" PVC SE IE=490.09 tt
OVERFLOW 1l w .t8ta.tl4 ri
# U8" Cl'_-. 6i"' CONC OWS NW IE=490.06 r r
24 CONC SE IE485.66 Bg
U10" x LADDER W
I STCB 2151 RIM=492.01
j 6" IP OWS NE IE-490.51--,,
yry
(,yf /JAY [l y/-.�j
M a � � . • t "„`... � � \ �J$LS�r T! � wary �* `^�,. '��" '^.i `yy /
,plc ,� S
Fi1C�. ..
�aa �� COVERED � -...
rx� (� $ARS — �, PLAY ''
�UIw. rCr�/... ' AREA
;O
tJ r, rB
dr
I
Ilk „..
w
,
P
k
6
GRAPHIC SCALE
0 ff� �0 20 40
FEET
0 FEET
4 3
9 10
SECTION CORNER
4
QUARTER SECTION CORNER
9
FOUND MONUMENT AS NOTED
SET REBAR AND CAP
0
FOUND PROPERTY CORNER
A
SET NAIL AND WASHER
(C)
CALCULATED
(M)
MEASURED
(R)
RECORD — PLAT OF WINDSWEPT
o
BOLLARD
C�
MAIL BOX
..M
SIGN AS NOTED
L_.rj
UNKNOWN VAULT
O
SANITARY SEWER CLEANOUT
0
SANITARY SEWER MANHOLE
0
STORM CLEANOUT
0
STORM CATCH BASIN
STORM MANHOLE
YARD DRAIN
*
ROOF DRAIN
*
CABLE RISER
GAS METER
GAS VALVE
UTILITY CABINET
POWER TRANSFORMER
GUY ANCHOR
-0-
UTILITY POWER POLE
0
JUNCTION BOX
0
POWER METER
L..� :.J
POWER VAULT
LUMINAIRE
C7
TELEPHONE RISER
BLOW OFF VALVE
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
HOSE BIB
?I
IRRIGATION CONTROL VALVE
EB
WATER METER
M
WATER VALVE
WATER VAULT
C--CEDAR, F-yFlR,
HywHEMLOCK, P--PINE
A —ALDER, CH —CHERRY
M—MAPLE. MAD—MADRONE
O—OAK, U-°°UNKNOWN
-- -- — - --?
STORM LINE
--- --- -- ---
SEWER LINE
— -- — --- W
WATER LINE
-- -- -- .yy. G
GAS LINE
-- -- -- --y P
ELECTRICAL LINE
-- -- --- -- T
COMMUNICATION LINE
. _ --- -- OHP --
OVERHEAD UTILITIES
X x $ x
FENCE
SEWER PER RECORDS
— - -- — D
STORM PER RECORDS
�. ................ .wba......
IRRIGATION PER RECORDS
_..,,.. ,..._.. , ... ,.. �{ ....,.,.,
WATER PER RECORDS
ASPHALT
CONCRETE
North2215 ! i! Tacoma,x 98403
FAX M
Project
WILDWOOD
ELEMENTARY SCHOOL
Client:
FEDERAL WAY
PUBLIC SCHOOLS
33330 8TH AVENUE SOUTH
FEDERAL WAY, 98003
CASEY MOORE
Job No,
2180139,50
Issue Set & Date:
MAY 8, 2018
�t�,r�rrrrnrrrrrrrr.+,*.�*R.�e�v...r„�„�,*►ti,�����
4 ♦ /
��R+.�►a�+.�R^o'�a^�^�ro.+.w.orrrrr,r.�►,rrrrr�t1 t
N
Sheet No.
5
5 of 5 Sheets
I I I I I I I I I I I - I I I I I I I I
0) USE EXISTING DRIVEWAY AS
4� 1 � I I , �� ESS, PROVIDE to
-1
t, I I 11 I I t � ''I', I I I I I � " : " � � , ) � 11t, i I///"'- ROCK STAR11-17-P r,"ONSTRUCTION I I 11, �! :
i 11
I 1, I 11 , " IK I I I
I ' N [,,`,,C f.',-)'-)'ARY I
I , I I " I I 11 I I ''I �1� � i I / t\ - , I" - I
,:" , I I I ,,� I " EN1't`AN�`1[.,' A'S I 11 I'— I I .�
1. I It I I ----.,I'-- -- IN", . I I I � �
'' i � ,I� 1� , ,11 ", I I I 1, '' ("I"'10 I I I I" I \ � i� I I
�:,?, , 1, I I I I � , , )I"' " � I I 1, I I � % 1 :� I'll 11�. � ," I:, 1 1�
I , � .� , "I I.'' I
� I
I � I � I I " , I � " 1 " , t,�
- - - � � I 'I, : � , 11 I , , I 'I,\ , I I �,-, I IN t I - I , '' , :,� � �', �: , � �, '' I "'l " � I
I \ I 11 11 , ��, ., I
')
�
, I I I
-t- - - -- - - / I 1-1 I I$ 11 � � - I , II, ,:� ''�, 'I, : I " �! , �,�
- I � I I i � I I I I I �i ��-, , '' �,', I'll I i" I I I
,
i; '�V�1111 - I '' I � 11 - - . -- I lit, �Iil I I I I "' I �, I 1 ,�:�i " � 11 i , i 1 ", 11
I I , I t, , � t,; I 11 I '",, ,,, ,, � � . "
, r 12 I I, " I I I, �, 11 I ''I � " �,,� ,.
� , 14 gfA "" I,,, ... I i ....... , � , � I , I " I - I
- I I I I I ,� , "' " "'
I I I I "I , I � I I I
�i W M " I - ',,- 7- --I--,--- - -1 -, - - :, , ,,,�, ) I � , � � I 1 , I , I
I I � �� ", -1, .. It", - '7" , , : , I -1, 1, I 11 'y i� , " " � ,�,,, , 11 ), I �� :'':
, � �,, , I
t " ', � 1, I "", t I 11 , " �, i I
, ", A "I ,
, � � I I ,iq � , " ,,,,, , 1 I ,� / I I
" "! il I 11 � , ,
11 I 1, ,I , I , I " I� I i 'I,: '11, � I '� 'C,!i � " ":" ,�,,, . �, � \ � - � . , I I
1, ,��v I II I � � � I I I , I I "I", � � , , I . - I'll .1101"111" I , ) il , " ,"�, "itt, *11 I 11 1, I I '1� I ) I I - '' I 'I', 11 I I
, I 1 '4, , '� , , I I -- - - - A , , , ", , I , I �� I', t,,� I
I I � � ,I , I I I ,
I I I I , ", "� , "" I
I
I— � ''I I � I " , " , � ,r- ------7- - - - - - ,
� I � � " , "'. -, , ,, I , I I I 1, ", A� / � � i - - -
" �. - � I , It l I f, 'i ,�, � � ; , I I I
, , .1 �11 I , . " , t" I: 'I, I " I �
, " , , , � � I I ,� , , 7 � -10. , , , I � I 11 I I � Ij� il
- il I �t, ", � I ) "I I—— , F "j, , !,e,�,' " ,- r, I , 1 7 --- 77-,� ,
11.11111 , I I 11 � ", '�� ":, "' ""' I-— -, '' .": , I Eli , ,
111-1111�11 ,� I , . , � , I ,,I i I I �- - � I , ,, , " 1 I ,,�,i',:, t" , " I I I I � 11� i I, ''' , ,,,, ,,.- �: I i 1,
11-1 , , , '') I I ,"', I ��: �, , , , , , I , I I I , 111 i , , , / "' 1k, I I , (" ''I " , " " I ,\ I 7 , f, I., -----/ � oil
1
I
,
I --li I " ,'��,'-,�' - (0: I I I \ ,, -,,� � , ', " I i I I I , T I 7 I,,, i ", ,
'' I* , , ", - 7, ,,, "'", , : I . I I I'll , t " , \ ,�
, � -
',�-,, � I" - �" , "', `t�, , '% � I I " I : tI " �, / , 11 """i ,
� 11 I I I I" 1� I t � r', I
, �, : " 1, � , � / , / � I I low" 1, i I , , , " ,,,
� , '' � ,��,,�'� t,I , t;f %,� / / I 1::/ 11, It � , , I I " I � I , , , , I
I I � 1. / I 10oft / , , : / , , ,,
,
,
,
, 1� � , , '*,N 11 ,� , , � " , / I 11 , I � I "" --,, - ,� ,, - I�I, , "I 4 I,/ , i 1, 1� , . I .� ,I /: I I , , "' �` , �,tI, ,�,, ,� " 7. " " I
, ,�, ; ,7 - / *Am I , k� , I I , I I I � I � , I "I I t �, � '' , " `�' ��\It', I tI, " 'I, � I 1:J . ,,�, �1 I I I �' � :-I, , " � � , ,:� '' � . , I
, �, : ��-\".,.�,,�"I-�,.�,,,,,.,�,,� 11 low* , , I I I ' I , , � I I 11 I , �
, I I mom � i ' \ it 1i � , I I ": I t, � I /1 11 X � �� � �� 1, , �, i, I t ...... - , , . "i � , , j , ,
� I � I I � I I I , I , t I 1, \1 11 I 1� I ,11 \ I 11 , , 1, TII " , ,�, � ,%', I I �1, � /I � /k : b , ,
I , I� I I I , , I I � � �' I J i 'I'' "t,
I I \ 1, � , H000 T�`*l S TREET : 1,, �, , , , � .j i -� " � 1, \ 1,
,
1/' �� 1 'I, l \ I I � t(` /V ,,, f, t, ( t ,I I SOU'r I t 1, ,, IA ,,, t�, =. � ", " � I I � % !� I�- ��' i,it - .
I I / I I ,,�,-,,, 11, � I,,,,,", I no. il I � � , I � I i ; t "..-I-T.11- � I, � � , � 1- I , " - , " \ 'I, � , I ; I
1/' , 11 I i i \ I
I �, I i I I I � i � I I � ti 11 li - " I ", 1" � � �� %1, �, , \ \ \ I I I\ 1� I
1, - `,"� -, 1, I "I I / I I I I I i � � I �, I � I � � I � � I I 11 lj',,,�, 1i f, , I ,I , t� , I, \ I . I I ,
- rs,�" *", 4 1 1 1 1 i � � i I - , 1,�-A� .......
I I I I i i 11 I
.� , 11 I I " , �, , I I' '' , -
-. � I I " - 7 4 ,t�,�-,?,i�- '- -I - ' , , j , , ", , i " I �, " , ,, ,I, , �,- I I , / / � , , / 'I, , , I
it, " ,:" : I 1, I 1� , I I I : F "? \ 171'*�71, I, L-� - , ,- -mom -,. , " I � ;�� ,,f� " , '' � � ,
�� " I I ,` � � I I ,
----� , I - II, I It "' I ,�I, �:'. " "",
ill 1, I , " � I - 11 � I � �1,,I�11i" I / 4- 'i " ;/�, � �, , " 1,� , �/ ,
"', " , , , -i:,�l', 'C I "I -I/- - I I
� I I ''I , - , I ,,, , ", 4, " �
I � , 1, , - , , , , I / � , � I � , 4 H, , ,
1 7 , , 1,�:,, ", I I '' , I I ,,,,, � 5 i I �, ,
, � "I I I I I- � I I 11:11, I , I 11 , I ' *7 7' , I
1,� " � :, -,, -- , ''I I � ''I �,,,, I 1, , 1� I I'll � a it, I", , , �, " 7 77�7�7�,77 !� i
''I'll" I - I I I ", 1 -7 , .- �- `7. - / , /
,
: 1 �' . , , , I I I , `7 `,"7,t7--7 '' - ' ' ' ' ' '
------- . I . - - :'�� . �11 I �,� � j , , � I '� i i � , � I I � , I '� / / , ,
I
I � . "' � ., , i � 0- to- #�-,t� I 11'1�** "* -41 -)'�---m� I ,, I " � , , , 1�;\� \ , \
"" IctiT! � '''I �, \,� 1* � 1) "I �� I � � " , , "I
;! a , �,�� �)-:,,��11'.,
\ 11 , � " " , -� :, ,,�,, "'; ,, i, '', , , i,'�% -,*�,I-ok , , 12, (,,,)�, , , �1 11 11, ' '� " i
I ��,: � � - - i , --, I'' � , I ! jw*m " - Z, � �. , / :-�, ) , ,", �', I I I I -1-1
9 1 " 7�-7!��-- �r--7,�V--,r."-47m .J, t- ", i, ,, " ,,,',-,, K , I'
", \
1, " -1. -- "" -1- -, 1 k , 141#1 , ill ,I, ,i:" I IT .4�.0.0*� 1 1 ` , A / �,�, , I
- - , I � ""' " 1, * ... . ... ... /111 � "" I ", , i 11 I �1� 71 '' t�,' 1:�111,:,�i, ,, 11 ,, I ,,,,, I � " ,,�, ,,,,,- ","-, I
-- /' , C ..... � 1 ,,, ,, � �� , I 11 "I ''I ��'il I I I , / , /
, � �, � � ,:�t'i , `,,� ,� " � , I 11 , � �, � ,,,.� - i ��",-4��- , i /
,
I I"- i" I I ,:, .- , " , I , I /, " I ... ,'I � I � , I �, 1:1, '' I , "", I , � / /,17 1 77,�7, ,,,, ,
, / ,�`, " - 144 -�� I," I
,': , I , � I - A" ,, 1"�, I "I'll , "", �\ "% ,� � I I I I ''I "I , ''� � I , ,Z ', i � ,,, � � I i I
/ , , , I ��,,,� � � i,� �, , ,it � / , 11 �� 1'�,' I .,�� : "",Wf ", ,, , ; I \\ �� "i, ", � " , 1,, -, ', "I " - I j
� , � ; lk , , I i I ', I � 11\ I I � t� i I't I I "" �, i
"I i'l, I �, ',�, I \ I I I -- , I I. -�- �,` I,, I ,I L I 1, I 1, -,, - '1�1 I - t,
I � "", " t ,:: 7111; I.,
EE / , "I ""', I �,,�,��'�,:, / ; , �11 - � "
��' -- �'.. , 11 , , � I i, - - - -
I I I 11 �
CU i "I -- 1 � ��, I \ I ,� , '1� I I It � I I i, 11 I t -7-T- - :--�"
I'll I , I � ',;,' �` 11 -- .1 T, 1. � I i,,,I,i��t,',,��,,I ,,, ,,, 11 I i "I t 11 1, � )"', 1, � \ \ I I I , �,77, I
RBS iI,;; "'; `,`i�6, -, " ;� " I I", I I "i �, ''!! ill� '' �I�� I 1: J� I 11. 11 11 \ l, �', 11 �i " I ,�,� , , I
. I /,1 11, I I , '' I - � , , , , "i, ,� ,, ", I ��
, - - 1���',,,,,!,, , 1, I - - I i � I ,
� "j,"'I"If" I I � :,':�:,�" \�\1'1, 1, "'i - , ,
I ,;, -,- � --- " - � "", �� � ,11. \jk%�','�:j, � I 1 1� � \% �� ,� " � � , , : 1:'' ,�,
, -
��,,,/ �"": , I I,, 11 I 11 I � ,�,.�, , ,
'. - , , � I I .. "I I I , 11t, � , \ , I V k� , � ''�, , I . ��, ,
- .1 I I, , '' " , � - I � 11 I :11t, I �, I I ; I %, ll A..,) I 'Ik� , 'i .�
� , '' ",\ I , " *, ,
-- `--11�111'1 1;,11,11� ,� 1�11, ,,"'� -11,11L � 11 I 11 :: I", e
, , " � � � '� " I,'�� i-� �
"(" � ,xt� I - -1 ,, , - I i I 1, , I
" - ..... I. ,I"'1`11 - ----- --- _1 .1 ".. � ... I , 1--iv?111111�,�,,:��, ". ,,�� - - � ''I I I I � I ,� � I . , , � � .�, I
1- I --l' , I �3%�tt`,`��,,, I I I I I i,T,�%, � � ,,, ,� \ ; ��j ('j,i , : - '' , I.,
i , � 'I - " , I I I I 'r'l-,", � 1 A �,,' ", " ,� �
,,11,,� � �'.� ..... . - - - - - � "/1111 ", I � I I � 1,�, , ,,"-", " �,, , ,\ - III � 1 , - �,, ',it I I ,� . 1 '�?t�,� I �i." , ,,,
- , - "' "I ,"'', I I , -,:,�: - 11 \ tT-', I� � 1, , I \I 11� I , ii ,�'�,, ,�'
" .1� , I I ��-. I, I - , , ,. , I ''. 5 �
/ , , . , I " " " . , I ��- I - , I I �, I ", � 'I , '! I, 1, I I �:,, , � �',� I
I � -- -- ,;", , , "" I I ". � I "I I'll, % �1- " 1/ , I � I , t " I 11 "I il"\ �, " I I I i � , `,, � "I I '' � t�, I I " 'I; I ''
PROVIDE TEMP // �, " , e �' `,�, '�:',",, I I I , ;,� � I , I - � W , - -,-,-, , " , ,,, �v- �-;,, '' I,;, I I—- I 1 -7-�,��. " __-,,, ) , , I � ,�' ) � 11 , , , � 11 , ,
, I , "' 1-111, I,""",*,, �
-.1., I I I � 1� - � , , ,,:,;'�,,�� 1'' I " , , 1, �
I- ,� I � ;t,,l , ,� �`,�,�' ,�' , - I 1 %',1, I", I , f "A I "I I �: �. �
1, 1, / , � ''. 11 t', , 1,11��, ,, " " I i I � I �� , I � I I I �
, , � "', , 't, , , , , . ':,, '' � - , � " , - - ", , '' I I , I I ,/ j ) , k
S) (j M P & PUMP �1' , 11 I`-- 1- , 1 " l� ", ,, ��111 I �111111 . ....... - , �,!,i I , ', I .1 , 111-1 '' � , I �) �, I �,'; ,:,�`� �, 1, " � 1, � '�' ,
, I I I �, , , " I i i-, \ ,
11 ":��:,:" I ) �, qi,("",`���:J,,' �� -, I I'll , " , - tif "'' ,, �, " , I I i , 11 � i I I / � 1 . I
I ,� �,. 11 , I 1 1, I'- " , I I "" , ,, , ,:� I I I � , I
I 11 , ,,, I I I -1.1. I -1, : , i, I , � � I ,
, , , , , , , '' -, i'' , , ,� I I i I I , " � I -��,,i I", � /, I . i . I � "'t, � i't., ,� t., �,
, , I�I,� -, , � , , � '� '� ,I 1, � '' I
�, i; , ,�:"�:�ik,<,,�!3 " � � -',y ly, '�:,�::Ltm-:,�, � [) ,li�l '"',�
, `11111111'-- 1; V , !:�. '' ", i:�,� 11, � - ��, 1-11, 111,111-- 11 - -- , " /
, I -, r�,� > 'I It , , , """", , -771.11- - , "I' I � , t ,:� '1/ !
.11-11111111 - 11111-11 "I ...... . �, " ill 11 1,1111111 I'll � ... ..... .. '1111-111111111 """""", '-- I .114-�*-��i 1 ,,� , , I I 1 I " , , , , , t I , , I 1/11, �---. -�,. - , ', I" I I , � t ,:
I "" , I I I "I'll, 'I', I. , I I , ", , 11 , , . " � , , I / , I , , , " , " ., I I ,� , - , 11 I I I , I I I I I I I I , ,- , , ; f , ,,, z �� , I � I I I � i
I I , , " \ , ;", , I I I 'O' ,,,I "' " "I I , , I i , , ��, , "'i " , , ,,, � , I , I I , I � , , I � , ., �' I 1, , , 11 ,
" , " , �, 11�1 �', �", $ 0 - , -4�,� � , , , t, , i , , , " . , I , .- - 1 4-4 - � O" ., ", � � , , � "' I � \
: , � I " ,� ,�, 0�7�- -�,7 �� ''
, . , , " , I I
" 1.11tl� -- K- , , , � , ",,I:" � , , , , , " I , I I I I I ", ,,-;,z-�;'7;4 1 , I
C( i I I , , I I , � i 11 1 ", '' , I I I I t� 1, � I 1 �, :�� �, ,�� ""
,'`)N'Ik'A(111J0k 10 11kOvIt'I" ��,,,,fm " � , I 1;* �' �,, "\ , '' � ., : � X, , I"' I I t � 0-i-0- -- -�0- 1 4 "'i " " ,, , � i ,
( � & � I , I I " I � i t I , ,�', , , ', , I 11 I 11 '' I , r 1 7 �� :Z41'1��,,% 1 ,� , I ... I I � I I I \ \�,
1, 1 , I , '' , , " ;� ',� " , ", � j , I 1 I %
I I I �,,��4, , , ,,- - 1, , , ", , "' '', , , , -11, , I I I If, -, 11 ,� �'��, ,1 , / I 1, I
�,,,t,, , , , , , " 1�� ( I , � �� t, �, 1 , � � ,, ti , � 1). " t, � �� � 1� I I,,
, I � � I ,,,,, , 1, ,,, I I (1, ,'', ��,''J� ` I � � I
t, I I I I It 11, I, ", � I ,''I, � � , � � I I 1, I"
, , , , , , , - , , I ,� , I 0 . . ..... � , ��,v 'I", I "I I "I i � /I , ;,"',
� , I I "I , "I ,�'r- i-f 1'11,� *', I , I "'' �, - ,�, , , �
� "t' IT, V I , ''I , , I 11 � , , , � , I It,
) IiII,9�1 I � I i I ���,,,',�t'"',� t, �, : " " � " , ,,,, , , " " ,� ... ',�, ,�', - , I
XXX GAL BAKLk I'ANK (')l � I I I ,jI, [" ';� - I I-:, "', , ,,, /', , 1 1� I I (,""A�' , " I � '', , , I � " , I , 11, " I " , If, " lt�, 1'/ , I I I \ I I 11 , �
\ � � I I \ ,,,, , �,-,,���,',:-��/� ,I �,,, \<', "x ,� �", , I ", ,',�,',;',', t: � ,� fl,�-Ij I V, , i" � � � � i, ,�. �:
,
, I 11 t'' I I , I ": � I I I I 1, ��:', ,".", , 1� , . \ I ", I � �
, " , �, `:, �-,� ,,\ 1: , ; , I , , I � I �11, I I , �-� tO� i 1, I, i,� �� 11.,1 \ I
I �r 11111 �, I , �', �1� � ,, , , , ,, � " -, � ': ,, I 'V I ,"" ,,,, .�`, I 11.�`�, � ; I � 1�
�.� i"t", �C'' , , , � , � " I I , � � " 1,"", , , ,, , �
, I --t""," , � ��.-,, I I , , , - �, Z'z I ��, I'll '1� � ,, .", 1, I " " 11 " I I ',,� ,,, , ,
,,1,� , ,, "I " I �, : "�,,. -:! , ",/ � , , it,
,."�, i t , ,r \, �,�,�'� ...... ,� -,��:"\�",,�, " � I'll I " "" I I I ��,j,�,` "
R , I ''I I \ 1- .. ..... I I :I�, ,. - ,,I, I - il
I I - I 11 I ''I , " , , , '4 , I 1. I " I I I �, , I A, ,,,�,� \ 1.1--, / I /
Ii � , 7-4 " I I I I I I I � . , � "", I I I " , " ` ,L'i: " ��
I
APPROVED EQUAL. I I I , 4 I I I I 11 I", I I I I I � I "�`, - �, /',", " - �,, , I ", , "I ''11 ", I , 1I I V ! I,— �, � �::' ,,'I: '!:� � , ) � I
'1� � ; ,,, � `.� )"�� - * , , I
, I I 7�",?, 1� 11 ,"', , i 1. I",� X ,," �, I I 1, ,� ,(I
, I �'� ,< `�,' :", , I" ''I I 1, I , , � ,%, "I I i
, I � , /I // " I. , " " I , I , A1.11 -1 ...... 0"",, �j " � , :��,, �`,� "I" , ,
j ) 11 F//// ,/'�� ,�,,I,:%,`�i,,�',',�,,, \,�
,
i I I , I I I , , "", ,, , , ", , , I �,il, ,,,,�,�,:,�,,,,..,',��,,,,,,��,��
I , "i'", 11 'I , ''"i ,� . "I ,,'\\ ,,, "', ,,
I 1A I " 1�1� I" �, I/ "I " '0- . , - " � � ,;": !,� 't, 1, :11 I I I , , I ,
" I I , 1, � , I , , ,
I I , , , 1,, �� , 1, - , , i, 11, ,%,.""
DISCHARGE SETTLED :�, , " / ,-, I, ,7,7,-��, �."-4;,,'1,,,,", �' � , i, 1, ,�, 1� \ , , ., ''
I �, I , I � , " , , , - I , I I
I , """", ,,, I " I 11� " I 1� - , I i,\ " I,, I - �,,�, I " ', - � , " " " " " -�fl�� �/ �, i
I � 11 ," I . 1, I , I 1 I ,it I I ,'I'll, " , , 11 '"I I
� 1� ,�
-, 11 I I �, � , I -H AGPOLE � - '' �� ,"', I I I I "I"'' ". ��, 1�\ , , I-. 1, �11-- - ,� "''i'' It
I � � I 'I , + � I tI 1 , ,//'7/,' 11,�1111�,,, , 1, I ''\ , , , ,
� 11 I �j� [", ".", /I I I (� " , , ,,�
I , V, 11 , ": , I 11 1, �, I �� 11'11�1 ..... . \��-�`:�::�` `�,:,� '1\1
�, , '' I i�,,�"i '"', t 1VV " ////�/77Z�� :- I 11ib 11�1 i ,�� -, < '' �, /
� , 1,7*1111-1 I < � " " " . 11 /,/ / ' ' ' \1 , I I ,.I � ,,, ,� j
I , III >1 I 11 1; , , -
, , / / 77y",*,'��, �� li'," , , , - , - , " , , " I'� �� " 1
I 11 I 1 ,�4" , , , I ', �, I \'', I I 111� 'I, , I,
-
I i I I " ''I ,` '7 11�� � " X ��' , , 1, 1,111tw', -F,r,,, ."', " �, , iN, I
111.111111111111-11 I I I , , '' , " , 11 -111, / 11 , 1,7. , >� " , , �, 1, I'll i
,
RUN01"I' TO �`,`)TOI`�M SYSTEM 11 11 '. V/, I , -, 1)
�11�1 1: I x
.1.11,11--l'I'l-111.1�'ll""I'll""��lI I'll 11-1111-111 1-1-1- i 11 I!', '' �, '1�11 ,i � 0 1 " ,- * �, '7 11 , "
I i I 1, "I I ) � 1 11-i"'." I �, "V ,� . .... .. ,` " // "I, )� ,/7 - 4",I6 I /I '1,11'1�� 1� �, I ,I %, , ", ,,, "I \ " \ , , �l, P�
I I I I 1�1111�6 I I I'll ,", 11-11,"", � " , -� 11 �� 'I', , I ". 11,
i ";,��",Y,,",'I,'��,,',,,-,�,��T,l�,�,� ,,,, ),�'11
, " ' ...... - ' I'll,-, 111111- ... . .... ....... . ', ; � i " "' ""' I /I I'll --�� / / / '0-0 , A �:,` ,/', '', "t ,,, ", , "" %, "I", I - � I I
- � I "I � " )� I 1-11, , � 3p�� �k �,,,,,,�l
ill
!!I I I? I , --I'-- � , 7/m, ;� I
I �
" I ';)� , �
-,'"'I'll" -, i � . ;A , , I " " " 1, ,'', ��. I , I ', , I , I I "I �, ,, , I , 1, 1, " � I
i I 11
� , I ,/ ,e ", ,:,,A,, , I Th,
I � I" I I 11 � - , I I � 1 11 ,`
1�1/ I # j,lt! "', I , , , 1, " '�,, �' , ": , ,l" "I', I I \ �� "i,,
I' I I I't "I I ; 7 ", / "7- /9-id//', , , �i, 'il I 0,�, I, I
, I I , -1-1, - <Em"', - - � 4 1, , j , �,"\` , " ,� ", , """ , I 11 1 ,1,5� 1 1 � I", , 1� ,"", " �,i" , I �
1 f, , " , ". ,,,, A � f ff qW01"Itit., " , , , " 1�', , "� t, I Ili , , I " , , ---,--,, ",�, , / % "I 1:
,
i I " , ',A"11 1, I I / " " � , " �
N 1, � M ()Vt'' I X C () N C� 1; 11i, I , "�, I , '', I I I , I "I � � III"
, , IIIW44;j� j , I I", I N � %
�� I I 0 ,", "i, I I ,,, � , "", /I I 1, ("", I "),[) ,,, I I \ I,`j "',,Vk"�, '"i", I --,
,
I I �, , , 1 4 " ,,)/ ,,, , �
II'll I I I - I 1, ,
.
M, r �� " �, " It, ";*1l, I : , ��, , k I,
,il, I ,� I I �".,
1, I III;% 141, "" I , ---�, " I
I I � I ,',,,,ii,,,,� - 11 �:111 I it , I I, , , � it�
,"� "'' I I � i I � " ni'i ''I I I '�, 11", - ,�v"J' �� ,/, ",/ / , , /11 11 , h',`i1,'�",A-\ "
- � I , " , ,, T", I ,, : I '11'� I 1 - - , I )/,�ii,, ,,,, �
,
STAIRWAY.',",' & � � �, ,, ", , � "I"""', I I %�, � F " 11�11 �// , , e- , " I REMOVE EX
I , ,� I
i
, I �,� I I)t ,i � I I - I I , , � \
tll'i' I I I, i " 1i , I I I'll ", 11111-, , 'O' � ""I I-_ so-lt/ 11- I � , - 1� I , ASPHALT (TYP)
, f � - , ,/I .1-1 , V � � "
�Iji'1'11�4 I I I i '� � 1� I A , / I, \ i\
--� I i I ,- / �-,Al, �,--, -I "I /
� j I 1 i �, r � I , I ", � I I—— 1� V�:"'N,\
APPURTENANCES �11, I", 11-,`� , I I 1, �/ ,:! ',I'�'
, " 1, /
,
I
� " fji,j: -I � I _�, � 11 � , ''I � Ii l 1/11, , 11 �, I 1 , ,,, �::::I, " 4 i )? I il� I\
i , "I I ", ii I 1, "I I , , - �, I%�� -T
, "'
i ,�,: '' , I I t I : 1 � �:,:::'�, � 4 I I ;
I I .,;I-�, ', �,,�,, I I' , ) i
� �, ,,� i�,�, i, ", , J I -- 11 I , ,,,, I I l,' \, , , I , ---,,_, � �,� 1, " � I
I I , � ''��- I i I 1. � I IT, -
'i
- , , � "I. F � '',
, , 1 I t, tI1 1, " , ", i � :, 1, �, I �
,
, ( , , , ill : , /: , ,�, I ��,,�
-
� f 'Iii�� " r",:",:� �, , I ; , , � , I �, t1I "I ,tWO , 16,*�klhil;�Gl, ", �, ,:, �, , I I t"i I 1� L
'' ,
1 �111 /),) l I 1 , , I I , , I I 11, ", I I I I . I I., I - 'I, 'I , , , ,�":��,i , , 14
,
",", i - - / 'i , V ; [,,,, � ,, � � , lj�� h, 'i', ,, , , STCB 5073 RIM=490�58
I � '', , ,,,I 1, �, �, I I I I
") I I "I , I I 1 : i .1'' : , ; , " , 492,83-,, `�11111",,, I ', �Y , , I I I , p I � I , '.
�,,?'), .:�,�,��',� ./ , A, , STCB 2290 RIM ('014C O'N' 11 490,88 : 11 i
",I .1 , , , �, I , 1; I f , \ ,'� / ,�
11 11 , I 11 I— I I 1 "I'll, ...... ', -.11,1111,11 -Ili , �, , I I � I � I I � ,� "I'll " I . 1. 14,11111-111"", , , I I I I \ 6" IP OWS NW ]E=488.83
,�, , � i,
I �. I ,�, ,
I 'I, i,t'r! I � ,, - I", I � ��,,, . . ..... 1k, I �� ,/ , I ,� � i , ,I, � � � I I � i � �
� il � ,\,-, " , >�` : " '', , � " i I C : 1, I-' lz� �, Ill,� 1 � 4" PVC NE IE=490�88 ,1 ' 1, I'VC It' � 490,91 f , � I � -1 10 � ,� "
I \ I "I ,�� 'I'll 1�1 I , " - � , I I I I
, , " . I
, �, , t � ii �
N , Ill , ,� I , "I , 1, I I 11 , � i 11�' "' I . �,, , I, 111.1 I / ';� I I j , 1 � 1 I � t � ,,�, I '"�, " �
I 11''MOVI 1",X ('01\11(' [: I, f I , I 11, , I I'll I ,1 J 4" PVC SE 111=490�88 " � i�,� 11 /, i ji�j I I I ,\'I
, , I It ' : l i I 1,I ,-\ ,
''I I \ \� "', ; , , , ": ,
I I j I I I I i, I 1�1, I �: i"", , ;'. I � ,
,
I I I'�, , I :" �,, �� \, �,� , �' ' I /I I � � !
,f � �) � I I I � ", . I � ,;CONC OWS SW IE=490.86 ` 11 I I I
I III, I I) � I I � '' I I 11 1� C I I I I ; I �J, , ,
11 " � " 11 I I ,,, ", I I 1� , � "", '': ,:',,: I I I I I I i � I I ,
" l I I i I
"I'll, : 11 "I I I'll ,ill, I "I'll" "I'll, I 11 111-11 I 'i""", � I t �,�-�I � I � , " I , �, , #,�, / ", I" �', ,,, i,- L 1,-1,:-1,;" I , "I � � � � � � " � \ ',
I � I I
I ! i I � I �, I- I -"W , � , II� 1,� 1 ��,�
I I , I I I I I :� �
I � " � � , , I I : I r I � �� i, ,
, , - , , "I", "I I ; , I t I , , - .�, ,;�* I I I � I I � � I I I )* , ,
, I I '
11, ; � � � I J�� , , I I , , i� ��, �'STCB 2162 RIM-492"M- ,,,,,,_ I A, I . i ji 1 1 -,
I I I ,
� I I " I � � , � � , i� ,�
I
I I I ,,,I�i% A, I � I V' IP OWS SE iE=491 25 : 1/j � - -I i f I � � � ''i 11�
I!, I i 'i I ""'""', , � I , I REMOVE EX
� \ �, I I t i 1 . I
i j I I I I 'It 4, � ,'�,,` "", ' , �/ I i I � I , 1, ), �
, I "I , � It,, 11, �',")) PIM4*)',� 6�)111 � I I .
I , , I'll, \ 55 1� �) j ) I I i r----_
1, I il I I �', " �), :'� 4" CONIC SIN IE=4911 �,,� ,) I i ,; ( I I �i�
,III I I , � 11" ,� I I I '. I . I , :, , ''' BLDGS &
1� I I �,JA"�,�', � , , 4' I" Ctfl� J 4 � I i i ;� !��it I I
J, ,�," , "I'Vil'I't " , /jj�
I I I I 11,1- 1"� I I �11 I I , 11.1
- , I , " " I I ", I I � ,I 11 � ,�
I 1�� I 11 1, 11, ''. I ) I �� /'"I, / , I i 11
- , , I I I I , .
, , . , I " , , I � 1 11 " �� I 1, I I ll`:::,-,� I 111 /"I , , It �',
I'll I, I I" I, 1� " I " " � 1 , I i,/; " ,,, ,,,,, " "I
i 1i �� � , , " " " , \ , , 1, , i. 11 t " � ""', , ","", (1, i ,I,i u �Ili, , " I " , �,�,,, I �,, , /I i /
, , , " '' , I "I I � i " � � "I � 7 11
11 '' I I I /1111 11 I I ,
,
I " , � 1�11, I , ") f", li, �ov*tll ON if it'll) t ;s" 11 , , ,
, ,
I , " , /
�11 � , ; , , ,, I I /'i:,-- ", I
)II -I , �
FORCEMAIN 111� P +'\ , , � I / , 1� / il �,
X,� ,,,,,: ',"\� " ", �, I , " � t , ,
ill I :, t � " " ,, ;, �: � I, t I �el� � / i
,
I 1� , �, ,, " i � � ,,, I I 10M110 '':� , I." -, /// t, /
'! '. !1�,�,,�,;� - , A\ � , �� - , 1�1 � � '31 , � ,
I
I �,� I I I 1� 11 11 � �` �Otl� t,11, �, " ,/ , , � ",
I ;1. 1,-,�, 1111, ( it `190 % "I I �` I "', I I , , / 1,
J��l � , , I '"' , , , , , , , 'I, \, I ! I I
,. 'i"'', 1 1 � , / I , I I � I I "I
� - " I � " �' I �� tV, j , t , j
� r �t� � 1, / 1, " I 1,; I I I f � CWIC (P)V, ,,,tVi,,1i` 44,I44 3) , / /ir " " I , I ii , , , / ,
,,, , � l"", , ,; f , I
I , i I / ,
I if ,, , 1�� , , I I I 11 131KI RACK � 'pt- � ,,�; I , ,� t, , ,
!� I ��:t i �, : , , :, � "'':, ,1, ,,, 1 T J� � ��I , , STCB 2338 RIM=492.13-, " i 4" Pvc i I 490�,)" I " [;` : i ''Ill, i, ,,/,
I
�' I 11-,'"i"', I 11� , 1- L �,,,� " t-I: 11 I / � I ; 11 I � " I � "/ 11 I 11 I ',�, � Ql) I I , � t
. ", ,, I " " ,,,
- i ��,q,' " , ,�,,,, ,, 1, 1i j i r?, �, 6- CONC NE IE=488,53 "I 4') 11 I I .�
"�� " III, 'i 1.1- �� "/'!; "; ,�, i ,\ , ,
i-��-,, i :," ��O,` I I " � " " 1, " I � 111t, STCB 2160 RIM=492�59 "I, I � � / I I , , ,
I , , � r- " 1""', �f"' , �
STCB 1784 RIM=484.24 111� �. '' "I, "' ,'� k�� V) , ,, I f ,gj , I �� 6" CONC NE IET190,06 " zlt, � ,;- , I I �1, j , ,'�Ij i I � LA,- , I" , I, �
I I lli�� � I S , ,� , � ", " 'L-GON Q-S_F jEr..aa.a.5_ I : - ;.-,-, I '117111 I 11 r ��,,, -,,ill 11 I I I/ i ) , , i ,
/ I , I i i 11 11 i i -
� , " -- j",,1 1 � ,�,,` iV ,,, I ; j , I i I
11 I ,"" CONC OWS SW IE= 488.53 1:1 " 7� �0 I -- I I .i ,,,, ;11 t,t 111 ; i i � t�
I I I ,� j f � ,
I �,�" it � I , � � I 1 11, t .1 11 j I � , 4" PV 0, 09 , i I , x I ''I" � "I / , �� I 1 I I
I , - " I � � "
6" IP OWS SE IE=482.44 I i � il, >'. , ,,,� I I , ,, / / , '11; I I 6" CONC OWS NW W-49006t" / �f , ii, ,,, I' , , 11 i i
- i, " ". , i r �,� il, I , 7" 7 ,
J� :" 'f e � �� " ': , , T` , k, I I -I I � I �/� ':::' , , � , 1�-, ,I - "" , 11, , I I I
,
, � , , I I �, I `,, �, ,�-, I I ", ��J) ,,,, " /I " 0 , �14� 1 I N I ", I", I 1;� I I/ " � ", " !, � I � � ,
I 'i 1!� , " q" � ....... ... - ,, ,,, f-11, I ,,i�r;,, , �� I I I I . , , I I - I I I
, '' " ,'I I �, I I I I (: ! I I --,(I � I 11 11� 11 ", ", t�, i,� "" '� � ,
I %11i , I "I I � I I ''. I
I � I ii / I (> , i,�,, , 1, " , I I I ��4 � �
i, ,,� - , � , ,
"m , �,,, ,
, , I , , i / �, � ", 1� 1\ `,� �, ,
- -----"-`,,- " I , :�" , ' I , � "' , 14 "I /I \ ''I
-, �, , ,� ,,, , , 11 , ,!,� �� ,,,,,, ,,,, ,,""", f, 1-1 -� ��" "I 11 " � ,/"`,/;',,' ''
i ,�, "",ii, ,,�,, II,, �'r' 'A , I ,ti�,� � 11 1, " W
, " ( I , y ''I 11, I , " �', C /. I "I I ,
) , ,I", I 11 I , I,— ... "' , " ", \
) �' ", 11 Y, , I I i -, / "".) I , �k I I 11 ltl�� 11�, I, I " 11 I �,
I I, �1, "I ,i� , � � J � I # I W 1, '� , rI 4 tv'o I "I 11: , , , , ! , , , I I , " l", Mi 'r v " "
I 11,10VI1,4, ] I ml I I 11, / "If "I I'll, " �* I Ito ,,, I I I � I", , il
I I I � il. - 1, ', ''
I I
I 4 �,,, I`-', - ,�, , , I � � ''i" " '"", il . � 410 " � I 1 I "I , , r;N if", , �- 1 I I / I �
11 , I 1 / ,, I
, I �,,i�' v I , ", , " I V, I , , " 1, ,I� " I'll - I I I I \ , ,
, i -1 , ,,,, I
,
, ,
I , �, � , � I � I , I , , ,
� I � I "'A %,f,,� ,; , I 1 , , �P I I 1, ��,, �:� `11, .- 11 ,
I ), () M f ) (�,,V I I I I Nil I k � % , ; li, � ", I i 1,111, I , 11.1 '' � I ,." � If",I)l ''I I I . I , ": � I �� , - ; '' " �, I I I N I'
I I I I I I .. , ': / � 1,,I I " I"
I I I it, 1 .11 "I I � , "I - '
1, 1� 11,11'"' tit � , / , "' . ,, I '"', 11, , I ��, , / I
I I c� I i I 11.�11 I I I i � I I � , ,*� �`l,l , I I I I / I j i ,I tj
11 I \ I I I 11 'I'll I � �, , i "I , I ; I'll ' � , � ,,, I " I . I " � � I I
I , I 1, /, i , * � I � , I't, I fi'� At I '� I I ' I I
il, t I I �', , I t I , - 1, I -- I � 1, 11 ` � � , I., , I , ,,� I �
I I , ,
I i I I il , ilt0l� � , I I 11,I I I � " 11 I ,: , I �i` , t ,4wi ... � I I � "",
I I � I , 4 , , I I " I ,'t - ,� - - - - , " , , , " ; / ", , �
� I I ,,,, 1, I# i - � I 1111 11 I , �L i ,,.,, I I I
,
" ji�,# " () � i I Iii I'M I ��i, I I I , r ,,, 11'111�1 ,
I � I I, 1, . i "", I I , ; " '' " �
I y -4'),' 2I I I I � k, I I "' '' '�:-, , -/��,, 7 - -- j I I �', I / 1, I 1, 1, V \
, � I It � 'It I 1�111,� ...... �"�,,�,,�' �], I 11 �4� ,, I " � ." I I
')" " " 11 I I ; 1:, 111i, I 1 I 1 I I I I I I I " I � % il ,,,,, I, \ ,I li, I �\
I I I ."'t ''I , , , ,
I, flt� tit 11 uhO Wt '') I 1 i, , ,,,,, , , "I � i,: ,� " I
I i � t ' , ff 1011)411A� 1 " I I "I I I I i � " , .�� : I I I I 1, , 1 \- , , 1 1, � , I \ I i , , I-, I I *
I f, � , I il ''I , , , , il , I I ,� I , I 1 , I 11 � I \ I " , I ,� I \' \" \ \ ,!,� "I `�, 1: i�,.� �
� I ,` , i 'Ill I �, I 11 " , " 1 1, � \ \ I �
- �j " if 110 I � ", , I 1 I 'i I � " 11 , 1i 11 "I \ \ I
111" t OIlic ,',I � k � , I I 'I" 1� i%,1 � I 4,ri4,,,,,,\ , ,*,]� I / , , I � - :: �� , " -, ,� I ORTABLES
, I ,.,I'. � 11 I ., ,,� � I ,1 : w-, I P
, , 1'�, , , ''. '' V I , I\ 1 ,, ,�,�:, 1, � ,� /
I I "'i'' ,;. ,��, , , , , , -, ,,,,,
I , - 1 I i
�� I I ?�,, � , I I
"'' � I'', I , ", ",',"`,`11 "I", " , , , � I
,
,
,
4*'k, t I ,` -1 ', ��, `�, , , , I \
I 41C "IN If"AP) "'i, 11 , "', " "I'', I 11 ,�, , ! � , , , , ,., , , " � � �� X ", I
I ,j I 1j, "I "/��,��,�'�l""I'���"",-,��� -��n','�,,�,,�,�",-""�,��,,�""","', ,�,
e , (,,v"',,!,,",,�,�, � , , I
"
�0 'i"'? I If 1, , " , I - � , ,
,
�, I 11 I ,� I I I , , �,
�, 'K, t, , , ,, , ,
I �, ('4( f t � I � I " ,� 44
tWIAIII I, lo "I , , It
If 1, A P4'f' W I t � , '' I I � I,, � ,
I I I I I x ,` , I "I '. : I I , ", ,
11 , ""y I '01,11, I 11 )" "I I I I \,� ,,,,, I ,*,�',,\ 1�', 1 ., I �` I ,\ ` I Y, 'i i" (TY P 0 F 4)
1
1 At llj I" W ii',"i , " 11 ��,I. I If , I It ) "' i, , I 711 I "�,"� ... . .. �,, , I I I I � I 1'�� ,l ,, ,, I - . I I I I I I I , �
, j , ,iI� I , , 11 11 \ ( 1
, " " "" "`�' "",-, ""' I
, , I
,
, " It , " ,,, I , I I I I I", ,. I , � I 1 I \ I � "I i � -
� il I I � I I I , I V * " I ,,1 I I I 1 �!,,A,,, , " //1' 1'-`�, I I - I , I I I I I I I 1%I \ � , \ I", - I''
11 , , 1.11.111
, / -I ,� --it ,,,,,,, , it I "I "A 1) - � "�,ft, , 1, , , -� -1 \
I ) � I , , i i I � , " �,, ,,,,� `1--- 11 1 1 *'1.4, 1 1 , I � , Al�. , � -P/ I'll I " , r111 I i 1, \ \ I I
I i I ,,, I -1 W , I—,, , I i, I
I , � �� �,�' � I\ ,, ft I I -'It ", - I I " 1, I " 11/----,4�,��-,, I I - '' I � �' / , , ') 11 - I,,,,,, I I , 1, � I ; � ! � ... I
'I �� , 'I I I 1, I 'S - I" " , 1, 11 " I I , I , �,�4 1 11, , I ", 'I
I", 1, ,:, :,,, - ,�, I I , , , I I �
I I "I" 11", , � '" 1, , I I I "C � , , "t- , , "", ,� I I I , :
I i I I C� I ,,, - I\ " 1, 1, 11� " - I" 1, '' ,, t I I I, I \ I t, , , � , � �
, Il. 1-111, -- I 11-1 "I'll I , ." I I , , 11 , , , -, , , , " I , f � I
"I. I , , I , 41,
I -, " 1, I , , 1, I t ,""�11 , � / ,11, , � �
/, -�- -- , "I 1� , t
if " "'i �I, �� ,,, t, i �, - ��-, -, - , , ': , ", 11 I I 1, ,BA KETBALL HOOP - , , I � I , \ tt, \ % , � 1 � � I
STMH 2002 RIM=491.71----'� I I 11 11-1 I il 11 8 " : I � I ii�,i I I `,,
� I / - ... I t'' - " 1, 11) � 1 1 ,, '' , I I � , I ��, :,
I I � � , I I I , , , " � I '"',
� i I � '11, � I " � W I , I,` ": (T P) ", ,,` "I" I I 'i, \ \ �
I 1� V1 , , " , �, (:,; ,,�� " , "
"," I I ,1 , Y , , " ,
� , , -_1 I I , 1 ,,, ,,,, , ,, I � I 'i, ,
8" CMP OVERFLOW NE 1\ III � � ��',, - ,,�, I I ,,,, ft Dy \ I " - \: � I I 1, , , I 11, 1. t 1, 'I, ',�,�
I " ,
� I, it � ,� ", , - -,,-, " I I " I I " / I � , �,. � I , �
OVERFLOW IE=485,84 � �t "" , I 1, " ,,� 1� , I I , :,, , " , � I- I , I il i, , I I I
,,�, X ' 1 I � I ; � N I \ \ I �
, ,tit, vl I " , � �11� . 'I 1, 1. I I. 11 "
I � � ��, , I --l-l-, I I � I 11, �, , , " ;��, ly", �, " , , I \ ,
, ,�,,�,--�,,-�,,�A-0 I", � , "" --- 'I'll' " "" ) �
,� , k
, - ��'
I - I ,
I I ,
, \ i" , """', ""' 1111 I N'11�
;; � � 1,�� ---w I , ""I I 1� I % 1"� TREES
I - -, , I �, �,, . 1,
24" CONC SE IE=485.66 ,� i 11,� , t� " I �fl " - - , ". , I / I "� , I I I " � � 1 ,�; "", % � I 11
1� I I I" � ��� " , 11. �'11, .V� 1, ",", � I I
I ' 2151 RIMzt,, "I W I I � , "' ,
I I , , I "I', -1 ''I' I "I T(JA 492.01 - � - � , I 1, 1�1 I ', ,
-11,le -1 -, �, ,, I i � � ; i �, I :1
11 I ,1111 " , I I � � I I ( 1,
I;'j 1 ,��, I I , , \ I 11 0,��` it, ow"', 1,11 11""t"'490-51 --"- / --(�- - F I I � , 1, ��', I � I : I' (TYP)
i I I i IJ��-4��,, �, 11 - , - '"' two"., --l'-w \, - -\ I 1, '� I
, ,
.11 ': "'Ill ric,'V,,�W.
� i ��--A1- I R --A---.I- IR- ''I , I 1 4 � ) 1 �
',I .
-��� � i"i, � I � , � / / "" I , '11,V'i!W,.'q -1- -1- 1, � ,/ �� � ,,, ) �,� , 1 �
- I , . , " ,,I � � I I /' ,, , ,� �) �,',4, ,;I, I 11", I $60 , I f � I I
I
-
'6 i 11 � . 1, 1� �11 \`V�0, I,, it ��I,I : / I STYD 2022 RIJ=492 33 1 " ,,,,,t` ,, �,, 1 11 ,,, 1, i", " " 11 I \I , , I � � j ! � � 11 C",
l "I All, I I . I I
I ,
I " . " I = I � , I'll, 11� , I A, � I ''; , � "" " �:,,, 1, �!� , , , , i I 11 �
,�,3', � ,/ I
TEMP INTERCEPTOR �, �, "Ii, "", " I", - ,\ - i i'l I
� 1�1-1,� � , j ) _ " ; STM 2433 RIM=491.26 /V , \"" I � ,I � �:,-",:, �11 I i I � I
�, ,,, � I'\�,A,�,'�,,,,, � 4" PVC NW 491 58 'I if
, ,., �, , 11' � � l, , " "' IR I 11/� , 1� � I , , j i
, � � " ,, , � I � 11.11 -��-- --IR---/---/-,� ... l-, " � � I : "I, I , "�\, , �' ,�, � , i
' l � . " ,,,"�,,� , � I I � I " ) " ,
I I" , .��II' � I I 11 " � ,� ,
11 , �1 '1,1�Xt! I'' i I',, , I .11 1 - I � �
I I I , S I
, I , 'i 1 r � "NO VISIBLE PIPE 'I, � I I ;
SWALE W/ ROCK CI--IECK , I� i,� M, 'I I /I ,,, I`- ,,, I ) I
6) I , - � I , rJ, -
I I I � "', j 4, � � f
11 �h� 0, � I 1, I � "I I I \ t, , "" !" ,,,-,��- ,,
'(,I � I , I'' Ill, ,! - , � � I � � ,/ , I , 1, 1. I � 1, 111' j
i� I t'V',��IiTl"111�1 I, ,�0�'$,'J' I I' t�r,fl�,' ;I�WHo!� , 11 �: I I, \� , -,i�,:,�,)�� I
I I 1, �' � i, , � i ,� � , I I FULL Of I)INT I " I I I ,
) � 1� , I " " I I V �
I I � I I
DAMS @ 50' 0, (' � ( h/ [ ) � �� t'!; I '' � ", (4 PUIH01 �,`0 0 '0 4t� A, 1, I 1, I ,
it I I I , � t t � " I , 1� ! � I", , 11 I" I I ,, I I I 1, � : I � I , I )'!" , , �, ,/ � �
f I I I I I I I , 4 0 11 , ) I I I , I "
I ,
'' , , ", '', '), , ", I 11 ( I I j I I � � ,
-- .... . .. ,""""""', , I 11 t i 1"" � I � i J/ " I I I � � : i
I 11 I I t i I I ", vij i t � � j 1 1 � " It / / � , I 11
� � I � � � I , " i � � , �
I I , I ,�,' I , -, I , , ,� ) I / I I / I I I I
I I " � I , , , �
I I � � I i / , " I xi �� , ,
I I
% i I ,I I i I, / t"', , " , I
I � 1� 0i, " , � I, ,,, ....... �''
I I : � 'I I lk 'O " /, , , " , � ', I' , "
I
li, 11��, I ...... ,"', I , 1, , I I I L "I i, I IR ------- i� , ,/, " t" !/ �i i, / " / �, i, ,
I'll I � I I I 11 I I i � 11 t I
I , I i I I I �
I'll 1111- 1, I--, I � , � : I , 1"""" ; � N1111"MOVI 11 x I P � �%,� ��,,,,,",I"""�i�, "J, / i I � I I 11 LIMITS OF WORKI
� , � , .
, 1111- I \1 J� � , I I I ,
� i I :� , � l : , ,
, i ,," � ", i I �-, I , � II i i:, � � �
I I I I 1, V , '� I I
/ 1, � !, 'I "" i \1 � �:� ;� :I , ''
i
!111 �, I ��` \ '; , I I )
I , I
,, ,,, I � - I I , � ,
'1'j1v1()V1 I I PI AY it�',,P[A�- I - ,
Q, ��' 1I f 4, ''e, I � I t'' � I I
I I tl�,"� �t "I
f I , I ,�, "� I I
-, Y", � I I /, ,,, � I I I", I I I 1,
� � �, I /�,' i �, I 'I, 1� I I .
- E.- -) I i /t ` I I I I j, l, ''I I I I 1, I FORC
f" , I , ,
�, � �,.i ''i I, , I I 11, I � jo il* )� I
[' ki C E I"' ("T " ' "" "i � � '': I , � � I f I I I I ,' , ,� I I
/ I i! � ''It'"', I i I I I 1, � " I I I I
,�,�,t�, �', , 1- / � I I I" I " 11 �'y " , i , ,,, / " , � , I 1, �
I
,� � - , i � ;�i � i ; , "I ,�, 1A I'' , ,,, -:, � � ,,,� ,, 11 ; �� , I i I , �
. , ,,� t I � 1 j I I . 0 ") , I I I ',
'j", I I � % I" /I / " i I � , ',��, � t,;"i, \
� '' ;� , �, , '/--&--ga- � �-IR4---/'-�tR . il � / !, i � 'I
I�- � ,(�\ �, ) "":; � " I 11 / � \ \ I
�, ) �) j,j � I 1 �', I �
1, ,:, � , , I � , I 0 I , , / ----711zL/-/--- JR�---�---/-/ ...... jP---/- ,,,I, -i ,, - p - ,,,,, "I 'I', I � , I
� I I "I t
I I � I X �b " 11 " ii �, i i / ". I \ " I j
i , , " I
V I ,
I
� - I I , , � , I ,ti "I, " " 11 I � I
L -
� I 1� � I 11 � 1 , ji I i 1 i� � � ,,i , I I /I 'I" I ''I // �. 1� 11 I il�, I I I I � - " I,
, I � I", ih , I , / ,,, I I
,
", it, I, , � \ " ,,, � , 1 40 �, , I � � ,
,. , I f, I � I ) , " I I I I I , , , � ' '' � I -1 i i ! �,' , � P
I / I , 0 " i , .� �� I �
I ) � , it,� ,,, I I , I I I � "
, '. , / j / " /t,l 1 "� �,�, � " I r j ,`t�,�,/,�,, i, �f' � � / ,,� PROVIDE TEM
I , /W � ", j� � / "I il ��,�,/',:,�Ilil
1 , 1 ,,, I I I I ,�, A ", " I "."
t � ; I , I I .�,,, , I P , , , � , I I ,''
- !;� I / ", i I �,,�', ,
1%ti� " I i, , " �� i
I 11 \
, " '' t i "I' i I I 111 t � i �
Ill I � I, , � � i i I , , 1"''! ,'� ,,� I i I I ;' ill ,,,,, ',� � � 11
�,�11 /,�,(III �,I I i , '' � � " I / ,� - I � 'I 1i '', 11 � 1 �
1 ll ; , � 11 I I I
I� , lii� !, � , I ; ,
/I I, I I � , % V 'id , " / i � /1, � , , �I � 3 1 � � ; � , ''
, � 1�1, i I ) ',"','' /'I i I, �, �
I, I �), \ ,� � I li, I ''I 1) ; 4't"T'i,�, /,", � *
, , I 1, � It, � i � I � I i I i, I I I/" I lt I � ,
I J� � I i i l, " � lz�:,,� ,;,,� t . � il / I i � I I " / I � I I �� I '; 1, !" I ;
iI � I ," �, �1;, , / , �- � I I I '', ''I
I 11, 1, �\tI!,', , 1, I ,,, ,� 1 I "I � I
I i I , I � � k-*-1 ''I I � � I J, / , - ,; "�': '' 11 / i I
I - I � I ", ". , ''
- 1- ', - , � I � I - , 11 ,,, I '' I ,
"', I'll., "I 1, 1, . , , /
I � ��1.11, ; i , 1".. �7`��-"7-y--/-7-1'�!R --- k--A- 'o-4��-/-,-, ,,�. / / II, 1, I I , /
F I , � % , , I / I" , - - -14 11- I I
It, I � I ''ti, " , , �',�,, I I I'. 1-1- I -IR --/ ---. ".. � - � IR ',,,, ,,/,,, ,/ '�AR�, ,/,-, "''/,jf� \ F "` "" 'It , � " , , /I ,, " if
, , \ �. ,\, 1 \ , "I ,I,,- , '' "I I 1- I , I 11 I I , I f I , ,\ ,
, \� , , .111, I I -1, 11, 1. ,, i , ,
1. � l� ,,� � 1, - - ". , \ 111 � I I I � I i - ''', , � , "I " I : ,
\ -- i ��, ; f \ �
: � , I � " x �, I 1, � I
j I , " ! ", �c, �, ,,I�', �\� ,,,, " I" 1 1, 11, I ', ,, I I i , , ,� ,
11 I , '', 1- . 11 i, I I � ,� I I : I �,
� I I�, '�, - 1, 111;p, - ''I , � I I" I �
"', �, I !� , 11 i I �,, I , I I I I � , j , � � � ) ,''I I
I �,`�,�, I'll 11111 I
� I W�11171!11 I � I . --
I 11 " - 111.1- I I I I i�i ...... 411 11 �,,�i,,, ,i �'i �ii . � "I , / - � I , � � '� i I � 1 1 i . I" 11 I I � 1,
,
,
" '. , "'��: � 1-111111111 , ''I , ----� , I t �
l : I " , '' , I, � , , ,,�,, ":'7- � I
,
I ,,� ,,,�,� �, ,,,,.,; , � -'- ��, , � "I' - - --4- 1;k- - ---11 1�1- 7-�, , , , ''%- � � " �,',t �
i � I", ,,,,,,-,""-,- � � �,z',�� ,,�,,� -- `,�, ,1-1� 11-1 �7 - , 11 , I . I I I --->- - - I I � 1 �
I I � -1 I Ili 1.11,�ll,�'ll""I'll"�ll,�,�ll,��'I'l�� 11 I 1, � I 11 -11 I 11, � I j , I 1
, � ,
� , � ,, � - 11 , , 11, I 1 4 �;.,�, I , "", , 191-,�� ,� , 1 , � 6 1 I I i , �
, ,:�,�-,,,-,, - I, , �
I � \ � ,� , -�' , �, --*-------i ! I I—- - �, I " I
J,� � � ,\ " , ::: : , , " " I , , I � � I �,�7. - , 777111----l-
I 11 ,-,1,"1\1 --- 1Z �: I , I � --"., - '�.: '.'Z, - I I
I � 11 I I I � �, """', " �,,, � ,�' , ,�, � , , I .,-,-... , ""-- , I I .... �71 ;'�� , -i- - - " I �'
1, , , � ,��-- , " , �
1� I , , 11- I � ""' 11" ,,,, "77- , 'L, � " , � " '", , , 11 I I .1 I'll I I - 7 '7'�7 '7 -: .,
I 111 - ,� " , '�' - " , """ - I I'll I I 11- �- � :_, ,,,,, -,�::�t� i,�,, I � 1- :,,� � I , "7 � t" ;
I 1�1-1�,",11-1'1:' 11, , , I - , - ,�
"" �� �, i , -, , - 11 I— I -�,' 1 I'll I., .111, ", - , � I I i � ,�' I �J:, i I �
- I,/ 1 " I - -- . , �:,, 11 � --- - I , , , .... . .. , ", , I'll - I I I I'll 7777 - - -
� ,I , , I : 1�11 , , 11 11- I 11 . "I � "�;�' " � �, " 1'��,: � , '�,-. i"', , 1, , ,,, ,, ': � , " ,"�: `�, , ,
� " � - - , �,"
�
,
�
,
�
,
�
,
�
, . -
: , - `1� I � 11��, "��,,,, .,,,,- , 11 � ... �_; ;�
, I ''I - - 11 -� 1 " , , I I ,: I.. - I.- I , - -
, , � 11 11 I I I I - , , , , , . " " , "I "', I 11- - , �,, ,�, ��, , , � ��', .-
� � I �- � ,, , , , --- --- - - �- �- , �� ,,, , " �7�7'�' �-�'-L,1� - , I'', '�� ", I "I I - "' I � - �: " :�,,'. - " - I � j I i t I, , i ;
I 1, 1� I , , � I., � � I I'll , -i - , , , " " �---- '��, , , , �
I I , I I ;'- ,,� . -11-1- -� 11 11 I �,,� � "', " I -
- I - - , , , , ,
, �
I - , , - "I - , , , , ��,,, ,�,- i, \ ,, '', � - :'11.1 , Z � I
I , � - � - - " , , I 11 :�'.::,.,--- <�, - " -.1, 1 I
I I , �,,, - - , , I , I I � -: :: ", � �- - � - -,, I �, ';I �� ", , I � � �
I . � 1, 11 , " "I ,,, 111-1- -1. -, ,-"-'--rl- ,.,_. ,,, I ''I .1 � � ,;�, I I I 1, I I � �
" � - I I I I
I I'� I I ,�, � _ , I , " '7\ 11 � \� - �,\ 'I, I , 1, I I I I - -- --1-1; "I � I �, � I I t , ,, 11 ', I � I I �', ,>, I I
! \ , -t7�1` I - .- ""�-,- 1'��` I, ,"', - " � , _ 11 , - ��, ,
� � \ I ; , � ,,,,, � , - " � ,
.1 I I I
� I , I
I �' I � , , 11 , , . , , ", � : � , :�,, , � : - , - \ � \ , 11 " I � - I ; 1 i, " 1 I
, I I I ; 1� 1 , 4 '', ": " I "I , I 1, '? I " I , -, _ - , , -"�, : � -,,-- � I I I ''' \1 1, , ( I I I 1� , r � " - , , , , , , ", � , ,� , � I : ��- ,., " 'j , i � ! : ,
I i I , -, 1 � � I ", 't I �, I , '' , -,-- I , ,�,, " 1:'
I , � I " , I " �, � I "I i, , , I 1, I I "I "I 1, I , i I" , , I � I , I ''I , �, ` " 1 "I ��' I I , I- "I " ;
, I'� , - �, l�� -, ,,, , ,
I � , � �, : :�, I , , � I " I 11 - \ I 11 ''I , , , I " " , , \ I I �' 1" l", � I
� \ - I I , I , � " � ,� , � �� I , I I I " I I I � , 11 ,
I I � , I � , � ,� � N � , , I -11 � . .", " " �� , , 'I'll, 'I " I" 1',�,� , , ,,,,',,,� ,,, - " I " �� , ,,,�,',�,,�' "i" ,,, I , .1 : I � ,
11 / , " , t` ,--7 � �, , , 11 I " I �: ,\ , , I . . � I , I , \ �� � ,,� ,� i. � I . � � I
\ , , , , , I , l , I'- ''I I � \ \ \ i , � �,:,) I'' ,I I ,, A It J'� � ,I t
I ,� I , ; I I \ \" 11 , � " ��,
1 , , , 11 I , , , �'� i, , " I I I I I 1, ''I', � � " \ 71 11 11 1, 11 " 11 ,� , � I I , �-, i
� I I �: I ' \ :,ke , � . � '�, �,� I ,"�,,r \, , \�, ,� � I I � � , �', , I � .1 " I'll , I \ \ I ,, ", I I , I t , �:;, '� " j I I I
�1114 -� I .11 - , " 11 , I " I \ " , I I � I, I 1�' �,
I , I io I " , �� , , , ", , , � , ,��,,��', � 11 I 1� I :"�', " ", I , , ,
,
� - I . � �� 11 "I I I � 11 - - I, , I I I I I I I I , � it "I , I � �, � �, , , 1, 11 �., " I I * I " 'i � 1� \, \, , `,,,I� �� it ,, , ,� � I
I , I I , 1, - � "I
" t t � 1:1 I "I'll , � iI \ � i
, :"" �"::, I I I \ � \ " 11 , I , l , ,�
-1- - - I \� i, : ) � I I ,�i , I" i, 11 I � 11 � .,� ,)�, �, i 11
Z 101i i I I \ �, ,,,� � , ""'' ', i � , I ,, � ,
- - I 11; IN j � I I \� \: I\ \ \ I II I � % I � I "
''I'll" � 11 1, � - 11, i I , �� 11 I I I I . 1 I I 11 �, 1, , I ,
, '1111 ��� ..... ", I , ,,, "� �, " I , I , I \ " I , , � I I I'' I � , � � I, 11 �
. � I , i I � �' It 11: I \" , , , r, . 1, �
, 1% , ,,,, i, i
, i /i I 1, J, ;i,,�, , I 1i -J, t';� , , " i
TEMP INTERCEPTOR I I 1. .�,., , � , � \ " �I �,,i� 1, .", <� � , it
� I I I z- / A-- I ,��Iil�l 1, ,'' "I I
I`
.
I 1-1 A
,�I
! I
f .
�
I
TEMP SILT 1� 1 I K,;�.�. "",-0., l\ � �� ", , I K I'll - I ".
'' \ I -
\
FENCE (TYP)- CONSTRUCTION SWALE W/ ROCK CHECK I I � ti", " i, \1 . I I , - .... W -, I
FENCING DAMS @ 5 O' 0. C. (TY P)
. I
I
I
40 0 20 40 80
1 1 1 1 1
1 m ���
Scale 1"=40'
- - -
PROPERTY LINE
--- --" , "I---- -,-.
' "
EX CONTOUR (INDEX)
., , . "I , - - "I I -
''
"I "I ,, "I 11 �
EX BUILDING
[- - - I
- - -
PROPOSED BUILDING OUTLINE
, I ,
1 I " " /, ".""', �,,,,, ,,'.� " �� � �� 1, I
'
BUILDING/STRUCTURE REMOVAL
- , ��- �, , , ,
1',,
" '
""'��
`/ " '
SAWCUT LINE
/ 1� I �` " '
ASPHALT REMOVAL
////////,
STABILIZED CONSTRUCTION
NTRANCE
I N I
--
CONSTRUCTION FENCING
- -
SILT FENCE FILTER FENCE
----(), -0--
COMPOST FILTER SOCK
EHEEEE]
TRIANGULAR SILT DIKE
------
STRAW WATTLE/ROLL
,---*--
INTERCEPTOR SWALE
-SM���
TEMP FORCE MAIN
mommmm
TEMP STORM DRAINAGE PIPE
� \)
f"', '��IZ'
EX TREE TO REMAIN
� ,- �
11 I\-/ ,�
il "
*
TREE PROTECTION
=�===k---*=k=P---#=--
EX CURB TO BE REMOVED
---�--A---A--1--?-�
EX UTILITY TO BE REMOVED
0
INLET PROTECTION
CATCH BASIN INSERT
� � P.M." �
LIMITS OF WORK
0
1 1�� '',
I
I
, I
1, , ,
, I "�
��i
��
Know what's below.
Call two business
days before you dig.
%
lill�' , ,,,,'Iil,� ,
��, I ,l ,,�
I
" , "I
, , il I
.. , 11
,� , 0", ,V,�,��,
"I
I
I
1�
`�
I
,
"'I't-li-111.
"
i� 44
11
,
ITMI, i, ,, ", , ",
", , 11�'11,,'111'1,
",ff"
,.-
I , " ",
"I' ' 11�
Y I
1� �11` ,
I'll, ,
II
, 11 I
� �11 '11""", ,
",11
, 7 l�l 11 7,
I i, I ,
* " I .
�,,,, �,, 't,
, W
,,, ,,�
I
, 1�, , , "
,
, " I
",",
",",
",",
�� -
",",
'77,
�I,i "'I',
I ",
1 V L� A��- ,
, /�
1� ,
,
, 0�., W.Zw 1�1
-�
I � ,11 /
-�) ll� , , �VN
I
co I ,� 0
-
,
P
'to- �, I S,r w -
A, �-�
�u
'31 - -
-WINAL �11 - -
:, I I "I 1� I �
;1
"
11
i, �,
� ,
� I
''
"I", 11 It"', ""; ''
,"", I, 111--
,i"",
I'',
'��,%�- , , ,, i '� "' "I"
11 I'll
1.
�;`��*, "', I , ,Ii
I'll ly
,%
�i t�� i :,�
,
.,i,i , ,-,i ",
"e, ,,,�� 11,
A
I 11
",
-
t� I ,�
.�
� �11
nmt�
"I
I 1�i
"
11, " ,;,
111�i � I
,'ImI��;,
, In""I-IiI,
1,
I .... i I ,111�
, ,
, ,
I
�
, I,
-I,"-- ; ,
I 1'i�
R�� I
11 "'�,
��
'i ir, , "i
�
I ,!""'!,�"t,
, 1 �
111-11
t�, 1- I 1.11. I
11 -Itij,
"I
I I
1,
"'
i"I'll"., I
I I I
",
,
"I'll, 11I'�',�
111.
"
,,,�
�, ,
"
'i, i" ,11
11 �
,'�,,-,!i,;
, I � , ,,N�,�
l,", 1 "I ��i �
" ,i'� 11
,11,"',
�� ,�
�It,'
I ,
11
.111,11i", , � ,
,,,,,�,%, t,
I I 11.
,�J- , 1,
,,�,� t
,,�J
,,�J
ti�,,, I�
, I
, I,�,,
ii,,t111"
I lil,"',
�," *�,
11111,
������ , ,
..... , �� � "
, , "
, ",
"I
''i, 1,
, , x,�
�,
"I
111-It"
,
,,,,,,,,, ,
-
-
, I
"
I �,,,' "i
M�11 ... �� I -11�
�
�
'111-111111 �
"I, 11111
11
� �, 11
i" ,
�� � ,1
� 11 I", I ,�,
I
`�
� ,
I "
1. 1,11 11 I`,w
�11,, "
11�
Date: 7/1812018
Job No.: 21739
�
Drawn By: MNF
Checked by:_ JLA
Revisions
# Date Description
11. 11 I I 11 I'll 111-1111111111-11111- - - 1-1-1 --1--
TESC & DEMO
PLAN
I
40 0 20 40 80
.�-- j y 9 / ,*. I I I I
- Ny u I %mmmm I I
Scale 1"=40
-'
I - I __ __ I----- LARGE SAND F1 LTER 5e4k
SAIINIP111 I F111 111,-, TIFIR, ''I'll, Y1_A,_U1_T 4 7 I-_ F - 2' __�_' , � _� -,-- �
I
'' I'll, I -11-11 I ; "� I I- i -0-)" -_ - tD N"L i
I - � I 11 B T M ;."\ Ri',_ �-\ ''. '""111 '2'' ')� Z ULI
INSIDIL L.LNG'111 --- 12 FT RL'I WAI .... I,_, i('), I'\ ("i[13) -
____1 ---"-""�-1111-1.1-1.�'I'll-�"-.,��1-1-1�-1",�1-1 11,1�:11 LEGEND
INSIDE WIDTH - 10 FT [) [�,` I'l I ,, I I I 1. 5' WALL I I I --.-----------
(r) - �, .. --I'-,- -_
4� __._.____ 0) - - - - PROPERTY LINE
' I I I ,, I I I 'I 0 1 LF ____ 2' CI3 TYPE � �__ __,:1 ,,�,z _ -- EX CONTOUR(INDEX)
I I 1 I W
I I
� "', , '", I . I " 11 �,__ 1-1) 11-111 ""Ill" � 3:
1 I'll I
I
I V,, �1'1 I ,�, I I 11\ 1 1 1-7 IZI, ,,�',,� I 1� ...... .%'1,..11,1___ -
11 I 11 �, " I I I '1�1 I I'll, WAI--t_ I '1� 11,� 1. � 1� � ''
,
VAULT = 1 O'X 1 2'X 6' DEEP �,"
I I " 11-:111 k � 11 I I ''I I 11 11 1 (TY P) ,111. _
11 �� I '11, "'' , I 10 I I 11 I I
I 1: I ---"-- _j �, � . 1, I -
_ �'_ 1:,/, ','I I " '' �, ': ,��, �', � I III.— '1� 11 1, I I 1. I I CONNECT TO EX CI3
I _'�,', I I 1, �k
�� �
� ' ,,, -:;',,'� �, :�,, 11�1 I I I � I
� - - ..., 1, /, I " I - I I I I I � ", T I � � , .� ,',,�, �:,%�_ ,:,�_,
, - - /I i; , ,.l :j � � : ",, I "�", '' 1, 1 � � \ , '', ), I �, � " , " �:, 1 230
. '' ,,� ;,� - "', '11
I 11, � I 1, 1, I -, , _,", 1, I I I I - 1 � , ", I I (INDEX)
,i, 7 1 �1� - - I'll 11 I , I , I 11 I I I I I � � I 1, I& �� A (I, , i � I " " -
"I " , _�'.,'� - � , i,�. .:_�,,, I 1 I 11 I I - - .� "I ,), I ,11111 I � I I I � , ,:��',:' , ,,, " '', :11'' �,, ":"_: � � -
, �': _ � I " '� '',_,,_1. ''I I I � I � ,�"',, I 11 � I � 1� - " , � . ` . : �� 11 - ,, I , �� " �4,� � � 1,
'L.-IJ ... - ". � , �, ,__�_�"" � , I 11� l, I �11 '', I 11 11 �, I , �. � , , �, ,�,� � �, � , - 1;� I I , , : ,.\ , , , � - " 231
� I ''I , � " �, � � .. --' I., �, �` _` _;�",� , : � , " � 1 , 1, 1 ,,, " , , ',, " , I , __ - - - __ ,--"-- , _", _____,_" ! ''I i � , 'k ��,, , ''I ,��_ " ,C�, , � _, � , �, , "" , ',� �1� I - -
I I 40� ��-.�,,�,'.,�,����,�,,-,�',.,"��'.1 I � - �� , ". , , 11' I Z, , � '' I �1. �,
I , 11 I I . 1. I I I I -1- . , _ �_ , , " � , � , �, __ - __ - - , � � 1, , , �� I � I I �
,,
, � I , , � I - " 11 __,,'.�,�.:,� �:l��, , I � I �;",:''�:"N: -, _'. , 1� 1, , I I 11 I I , � , I ,�,, - 11 . I
I / '' �')� ,,�� , , ,� �,�, ; " �, ,, ", , ,, � I I 1 -
.1�� / \ , I , ,,, :, .111
, 11 , , �, ,,, ,, "', ''I
, I I � I I � �, � " � ( i I I , � *�
,
I � , I "I I'' i " ,� '' , � ", � �, � 1� I I I I I I /_ '1/ I
1� , 11 . I , I V I ,�_ �'� 1 4�, " -- __� I 1,�, , �� 1.�, I I
Ll_�: I I I �� " " � \ I I � � --?-, V I" I " ��111 11 1, � I I 1, .
� �'., I � I , , " "i, I I I I I 1) � I " 7 " ;1 : I'll", I I � ,,, I � �
, ,�'l �,, � 7 - - ----- --- - *11, ", I __ 11 I I , , I , � %, ;, �', I I 1, , �, I I',, ", I I I I � I , I 1 I '111T'�l,l 1-_ - - -1, - I � I I
- `�jt` f '' I '. RIDGE
=== 1, ��,�,,,,,�,,�.�";,��,,,�i�:""",\",�,,,,,,�,,�4 t'', � i , 1 �,�,37,�`,, 7' ,
, ,
�� , I I 11 , : , _� ''
"
-," �� ,,:,, , ,,� "I - ; 11: �_�",��,�_��,� � 'z ,� � :,'��,� '' �,, I , " ,, ,
�, � � I ��, � r"",
� I I : � � , " 1� ", i`,;,�,,�),"F, , I - , 1%:', I .�,,` 1. ��, �� '? i I- I
I � � � , , " : ) � , ,��, , I I", I '. I I 1- �' �, I I 1111,, "I , I 11�;,, � I � � I
'-' I � i - - ----- ___,_� -_ / � I I 1 I , , , ,/ � - ,
� :,�',�', I ", - 7 '/ , =!6= , � ,, �!�.7, 111ti
, I f I ,�: / I I �-.� ,", ,
1-1,111- , __ I , , , 11 1, " � , , I
11 � � , , "I , fl � ��
11. , I- I , , � . " � I 1, , , '' I I � I - ,
, I ,,,� 1 I
-: '1� _11- __, ___ �_ , '' _�,,, I _�,� ,,, I I , ', , "'' " , _', ;' , "I I " 1, '', I I " I I I 1 , �, 1, � I , / , I � -, "", P',� , f�, q n�:"� :, /, ", , 7-77 -,, , . ,l , RIDGE LINE
11 __11 - _ "I".." , I � 1 1� " "'", I ,, 11 ,
/ 1",�� , '", ,I , � , I I" I , , - I , I I., ): ��, � ,,� ,,c -_ l� , I � ' .
�
� I , i, ,I , ''I ,1 - , , I , �1'1' � 1 , , � , , I . - " - , " �,-; _r'�.,�/, , , '' 1 ,,�2` 11 I �11 1� 11
� I , , , ) 1�, : I , , " , '. , I
, � �, I I' '/;� '' , , ''I'll 1 i 1, , ,, , I 10je�,,,i�,, , " , f -, l � J. , .
)", , .41 � , �/'111 / / I I", I l,' ,�_ , " " _,.',� _-2�: ... ... ��l , " ��: l�
I �, _:�= I 'i . � , , . � ,1l ", , :,.� ", �� I "
I I I __,___�___ , l � �_ ,� ,,, �, '' � ,' �1� , , "'j, ,� , " ., c � .1 11
l i , 1, I /1' I "), . , ,
, - '' � ', � � � I " r � - 1. 'j, � i, " ''. -
\ , ,:,#;;�= \ �' I I , , I ", I ), , , ) , , , , � , 0 " _��-;��� A i� ,� , , ,� ", �,L:",,_,_`��_ ... \1 \ � , % �� , 1. I A,
� I � I I , , ,� 1��',�It�! �_�____'-- " ,
I/ � . I I === , I I -1-11', I � I , , _,�__� - _ , "`,� - "", �' , � 1: 1� I I I I
/ I I I , , , I � , , , , \ Ili _�,',_ :--l.- ,_�_,
, , -, � 6 � "I I , , , , � 11 �_, - � N �, / 1i
,`� : I J ,I , , , , , � , 0WH8007H REE7- A, '-' , �i�_�,V_",\,_" "-�, SPOT ELEVATION
I
I
, , - ,,, , _ , , I � / , , - _ " � ��, � � / ,, ��_',,�'��,,,,' ,"I , � ,
I , - , " I � 'I
I : , - ---_,_,----_-A I '' - - _ �, -___ - , " � 1,,,�""'�, , � , I ,
� � - " . ..... 1_1 -_ -- - �,L '', I = 11 ,� ��
. _ � "' '' ,___(,�__: , , ",\:� i, , \
Ill " � " '! " -- _-_ � f -, f " 1 � I 6(
,
I I -
,
I ! � ,
, ��, 11 I I � I , � I � ,i , � " �_ i �, " I 1) 11 � \ �, , , , " �
I" , � __, i " � � I 1 4 1 � , % \
� I I i .�. , , , , , � 1,11 : \ , � \ V ,�, ,� \ " ,
I -
-�__ I zr----, I , I I ; 1),�� iI ! I I . 1. � I , I , " � 'I I � � � � , , I
- , I : -,- 1L. i, . I" I , '' , , \ \
I . � I , '' 1777--� �� , ' � ::� - �, , 71, � -, I—. �, ,".''?, 11,� 7_1 _ 11 " I � 1'1��- � , I � � � I i I I I ...... � ll I "I �;, _),� 1� - "."_ � ---- _%_ \ , %� � l I , FF 78.0 FINISHED FLOOR ELEVATION
I - � I— , � � I._ , � -A I I I I � 1 � - �
" - 1 ", � 1- 1� i , 1 -.1-7 ,,,, __-_ _1'' , 11 I j" I , ,� ,� � � , ,),__� - 11 - --- _______ ___
11 , '11 '"'I '. , , , �2_'_', '' , I � I � A i I i � � � � I � , � , "� . - � _ " I I 'I
, __ I � I I , I , � ", 'l, i , ", � , . '
, . I � I
, ,� "', "' -7, ��'_ 1, "I", , , `2- _ , , , , ' EX BUILDING
,
�f I I I I I I -1-1 ') I , , -
" , I—— I 1 I , 1-11 _ " J � , ___ _� I, I :,.;:;:, " ,/ , I/ '' � - - I , " _ ,--\, , ,
-1 : � �
I I 'A , "I I � --- � ,�7��t� 1 �1,��,' ) , -- , -,4 �, , ,I, - -7-2,, ,, �, 67 , � � : i ; =4� A-11 I
1� � - , I , I � , I I , � � ,,, I 11, f ,
. � i, " �
1, ": � � , . I I : , � I I I , ,V, k
_� - 7777� - " 77, ��, , I , � f � *1 I ; � J, !, � , I � -:71Z ... - - ; �,-__) i I " � � \
7 =" \1, I ,I �, � , i � � , � _,v_�� I � .... 11
1 k-;�- �7777�'_111 , I I I I I \1
� , �1111
I ,
I
/ � � ��_,._,_` ,,I � � , , -7- � " 7 -�- , - � I _� 1�, -_ \
___� - - __� !� I ,,, _ �,,, �,�, � _� ,� ,� j ,�,;__,_E , I, , , / I , " ,
- _: /' LZ;�= I �_ I I ,� *.""',�.":_ , ", '':; , , ,, 11 'I,", I I - � i �� / / ____
1, 1, I I -11.11, __ __ , " � �7 -1, I 1; , 111111-1) ,� 11 �' "" , " , � � " / " �
- 11 11�� 11 � ,/ .1 ,-,.4"���-"-,.�l-,��",!""".", 11 � '7_71�1' �, ,� I I 11 11 �, I , , / / , I I
, I , ,-- l . , ,� *1 ,I ,`, "'777" t" ,,-,,,.,- ,�,, ''I'll" i Ill, 11,111-1fl, :��= , -- , , �;__ - i ,` 7�4__i__ � i / , ,,�, / !, 1 �, I
,0.,,,,t"q'*,W',f," �, �, ,,, ,� I ,,,, . � I -_ _:� .L (1\1 . ;�_'_,;_,�_,_= �' / , ,
� , ,, �� I :, �, " - �---- - , "I, 11 " , I " ll 1, ;
'1_1_1 "" .��4: , � , , "' , ,, , ,, " �J: �, �: L, 7, ,, 7* "" / � I I , I , ,
, , I (,��-!:!tn ;_ �� I "I, , � -_ -- , - , 7_111� ��., - ::T-7, , , -�J, ", -:�, l' , � .. 'l �
__11� - --=�__' " -l;.1- 4,,�, 1, , � I _,, , I I " 12�1 ,� ", -- '-� " ,� , I
lik, '' 11 �111_11_' / , " - ` _,�_ � l I'll , , � "" :� ,,, : 1 , , i�ll .11 � ,,, , i
I I �`_ ''"T I , , ", " ,�,,�� �Aiiim`:,� 1�
I , " ,, , �
" '� " I -_ r - I I., I , . i I ", I ,
� , I I � _,/= ..'LL", 'A ___=���� 11�� " -1 _� \
- 11 - 11 ,
l" 11' _,,� n � 11, /I , I I , �,,i��L__ � , - , 111- "I'll, - , , '' " - 1/1�_ I
, � 1, , - -1 t"",- 1"",, - ....... . "I I _ �, -11 I - , ��,� I � � � " � u.� ", - ,,�
"""') / ,,��,:""''�,� 11��'�,� � ,�,lll I I "I � 11'" 11, 11`�l 11
11 - ; �,�,V'� � �, *� � , ,,,
I " � , / 1� ", I �, , , , � 1� __'� I 1- " , , , 1, , , �'A x �, -'� � .." I � " 7,!, (", J� � " ': ,,, i " _11"I"I/ PROPOSED BUILDING
I -
___, , , /
�
C � "I � I I " , I / / I'', �� ; /' " '11", , , I I 11 I - , ��-�_--_� =�-.,', - ,�' _� � � I - , I __1 , _�,_
I
I I _______'____"_ . ...... .... . .. ....... _____� ..... .. .. . .. . ..... �"-,�",-,�""/-�""-",�/,-,�,,� -------- _ , �, 11, � I ." � ,� , , - ,�/ , , / � I , " I/ I 1, I I I ,". ,, I 11 '�11�'4= , ,,,;�'11, �gl _� _',� , 11,�, , , �, \ , \ \ � I ��� ------ - ------ �- , .
� - � ,� I I , I I , , , I , , � 7", 1114 ,,� , , ,
''I I 11 I 11 \ I 11" � \ , , I
i / �i , I " ': �,, ��,- �, ''( ci , ,
I I I I I I "I - " ,,, " , I I , -�, , I ,�, I -1
"I �/, ,i' / , 4w,�A / IC , � , I", � ,,, ", , ,,, \ l , I � �q. , � , - - __.: - , \ �- - - "
I l , , , � I 11, �, - , , , _��_ " 1, 1, , -� , - ''; -------,-----A
, � -
I I I I I I , I I , I " , , � %, , ,� , - ________� I r � - j CONCRETE PAVEMENT
�� I I I 11 "
� ,, , 1, I t � I I k � ,
11 I.- ,; 1 �� -, �', �, " 1 ; \ I 1� , ,� ` � * , '�-',,, I ", I 1, 11 1, 'N" ,
oi� I . , , / " � i ", �11' I -1 / I ,�, I �, " � , '_ � , s �, , l , �,,, , , , ,�,_� " ,�,, , ,\ , , , " , , � ,�� 4�, , I . \ I I 11 � I , , \ ,
I— I I �/ , - " , , r , , �' , � , \ \, \ I , , , � � � -� I / I l, I , I � \ 11 I � - ".,� i, . I , ,
'� =11111 I "I I __� I _ - - ", , " I I � I i 11, � / I � I I I I I , \ I I � " . , \ , \ \ '� L, �
111111""'10 � /�, ,, ` __ � � I ; � , � , , , ,
` , , , i � , ,
"I - I'll, I , 11 � "I'll 111111-11- "I'll""', _�, "I' �1' i 1, I ''I", _, , " � �_ e , � .. � ", \\ I , I 1� ,',� : ,�,� : '': ", "
"I", D [t['_ N ''I I 0 1\1 P I I I 1, 11111�"' I '�'�":, ,�� "I _� ,��,�', � \ " \ �� ; ____,,
,/ , , �
, """ 1 I., I I % �,�"" 1 11111111 � � � - � \, I '' _
I ,,,,,,,, � __,'-, """, , "I , ) , \ , " * '�, l, � I " .), I I f__�7�_r__9_7
!� , , � '' I � ,,�,, I � "''', ,�
"' "" ," , � -, .,4 �, ,, %, \ , , " I", , '' 77111�,` '' , I , I I— I : I �� �� , , I , ��_i , " 1,1", �� I : !" /� �,, ,,, 1- I - - l -
I I I 11 11 � . � ,,,�,"�4 , , , �_: , - "'' . _:�z ��,,� , "I'll 11 I I i �L'- I I `, 'i 1� , I � , 1;1� . I 1\1 I I �: I "I, - -
"', "I � �,�.�,
_'.� , ": 11:_ , ,__,�. :" _-, I 111�_ 1 � I ''" ) , \ �\ - �, , �,,� _," 'i .11 I I I I �, �',
I 11 I _11 _', ',, 1, -, .1 " I- 1, I 11 I _711111" I '""', , I - , �, � � " � I
_ 1 I I I , , , I .
j 11 I � ,__�_ 0 . � _ , " 1 I '� , � \ , I I I
, , I— � , � ; ,
-, ' "I" I - '' '-, - :11 -1 � , "> ��'," , 11 �, , -, . �',/� , ,,, ", " �,' � 1, � "', � I ,\ : j'' I I I 11 ,� , I : I , I - I 1.11, , � HEAVY DUTY CONCRETE
"), - _�_', __�, I I .1. ,� --', �,,,�,/ , �,� I , L":
t 0 ("" I ' � , , �� I I , ,, ( ,,, ,
VOLUME = 2,02' 1 1 , , - __ 111 ,,, __ " '' . " ": 11), I I �', 1�', I ", 11 '' - 11
"" I , , I � " - � � �*,'�
I I I I.I.- � - - ''Ill , I I � _�, , ,,, I �,",'',�'1'11 �; I �1' I i, I ) � '' � �, \ , , '' c,,�, , ,� �, , I
,
.
\1 / I I I I . 11 � I 1i I -, 'N I �� �, I " _,._4_�. .
'' ., 11 ,,, ___ 11 11 "� I , I .... � , � , 111 11 - , " ,, .i, 11".,'_,,'. � � V�'," � I ,l'! . �11 " � ,�': � " --77 ------- ---,-,-- --- I
I , ,
(" " � - I I ____ ��111 , � I—, 117 _ 7,7,.''-/ i`i, , ,,,,, I � , I �, , , .� , . - I A ,, I
� I ,i, - ,, ��111 \ , 111. I '�_' -.-,'' I I I I � , � ; 1, �.. "I, , 1 , � t �, ...
"." _____ j 1, I I I l ... � '11�111111,`' �,.�j ---�� --,_-�- I" // 11 .�:"" ": " I I I "I 11""', ,,"','�' " I , , �, 1'1�' ,�,��,, I 1 , ''I , �, ,I I I : - - �111'�, , �,
', � � I ,- ___� � -, " , 1, . �1111 I � , '' I I I 1k � I � I 1 ,,, " , I I I ASPHALT (AC) PAVEMENT
� , I 11 I I " I I , 111111' I", i I" -,,,,, 1, -,,�� � �- �,7 �, I I 1: �,--..",-�,�-,,�-,.�,��-�,,��,�,����� .. .... 1
l' I �_ � / � ''
"' , �, ''I'll" '' " ___ ___111"', �:�,�, , '' "I I , 11 I � I I I /;i ,� i� " ,� �, I �:�_ ,_ , - "
� � : 111�', , " . ..... � ,�., , �', 11 * 77'=-,1 11 -11, - - _,:, ;� ... ... � I � I � � � 1 I I ll�', �' � :�% � � , , I �
I 0 � I , � � I ., ,., I I . [ � 1 * , . � . . . . � .
I � - �l,r�,,,,,,,, '1'11'11'�,� #1" I �,__ � - I "I , I�, . �'i), � I'll. I 1, \ 1, ,� '- -,�, . ....... -"- " "" - """"" f HEAVY DU ASPHALT
'' �11 , _Z111711711 1 11 ,,, ,, �,�, � *� * , , " 1 , , ,, 1� 11 I
�1'111 V111 I , I I �1'1 '111", � ", ,1� I ,� 11 I
ll.lrk I I \ i, '' �',, � , � , � ", '� � �` �1�11'1. , ��,� %, � " I , '. �'.
, , , 11 I :, , I - I '�". ,,� ." _., ,_�111 (AC) PAVEMENT
I ) 411- I - I 1-1 I I I ,, ����,,, , , ,�' TY
I - 17 rl� 'r , ,
,,�, """,7,,i;�'-',,,, rlrN �,,!
� , '' ", ,: ", , 11 I 1� ,,,�Z:-,l, " / ( N" �r , ,,, - , .�,� .,.,. . . . ,
- I-, 0 W (" (" N'll �) 0 [_ * � I � � I
I 11�1111� I I I
') �� PRO-1, I � - ,:� __ ""� �, V I , � t
"�;�
',, , , V" ��,
�,,,,,',',',,', " , , F , � , 11 , " l "',��,,,,�,,,,� "'' I - 1-11.1 , t '';, i� l - , , ,�, , ''I 11 \ ", 1� �, , " , .�
� 'I," .. � - . , , , , � � I - I I I , I . �
I I I.Y " "' 111 . I
. , 1� ", �, " " 1, I �, � � - - 11 �, I ��t " I 11 ',�,,, �,'�,), , I 11 �,;, .,-�,, � , i ''I -
, .I,,,,,-- Ill, -", J iii",�,,r """ "Ill ... I'll , � 1, l , " , `* ,�,� `� , , , 't � � � , t, �1 i , � � I � 11 � ,; ,v��, � �''
,
" 111", 1 .
/ '!�', I 11� I I 1, ,
,,,�,:`� � - " " , �, , -
, L:', -� - I �_,:,:",_�:,,111, "\,", ...... I 111W :"_",,�,,,-,�l',,� .. .. \ )__ 1, � � ... � . �, ��'.,,'.%,;",', , k C , i , I : � ,
(" " L��`� I-— il,o�.,�,�� ,,,1:ll1'1 ""."I"N' , _____. , , , I ''I'll "�, '11, I ) -1
ii�11'11;��! l , o"J. " ?I ��', l I I ,%\ I� _.,
, 11 , '', "" ''I I I , '.,.. �,� " 111-111 "'� � � , 11- � � �,� . l., � i I", � �, I ,,� ,�`, � I "� I ,�
i I'll �,`l�, 11 �, I 11�1 I'll I I " � 11, '' , "I ", " , . � , , I %
I— 1� ,'��,' , '' , ,,,, ,,,,,,,, "', "'w_W,l,0, _41 ", , � - �,(* ...... *"_�A,1,1 X, - �,
, , � �" , � '' �'__�, � ,,� , , , , " " � e "',',�ii,4,� -11 '1'1'111�11V 11 1 , , 1� , �X, I I � I ;� l , ": _�, . � ,... � GRAVEL SURFACING
� li� "I I I , , " , ,�., ., , ;,e � � � �,�. . .:., I _11� I I'll
I , " I � l I 11 I � I � ) I , , ,., . � � . . � I � - � � � � . * 1 4, '1� I 11 N , 1, � % , . , , � �, , , , , � ,� , - - �, � ;�,t � I � � 11 k 1 l� ( , �
"ll . ... lw, ) \ �, ___ ", __ ...... . �, I , , I , "A"40"A"X, "", P,� � � , �" I Ir , 11, I ", I , 4 "ill, - � � �'_% - � - . .,� i, , " , �t "'l I � �, � \ � - �, �,� , , � 1 !
, , w , I , 11, , "I ,:."',�,'.';�.t_ 1'-"14� . .. ... �, ..� ."_,"z�,,%, � " , � �,��:'!,:�, , V
, , I I I U (_' I , 1,J I` � I'' , " � , , ,��', ) ""., ."', �� ,.,,, �:. ," ,,, ,_�, � �,
,
,
*11*41.11111, " ___ ,i "I" l, ", , , , I 11 ll , � 1, " " � 1, I , "', k � , ,
I �, / � � �' j1 , � "' , �, 1)", I ll � 1, "I I I ,, I I I 11 I � I I I 11 � l �, , l k , , " � �"(""� 11 � � I,, I I I " I l , 1,1, �, , ,1 � 11 , " N 11 . N . , "� � ,� , �' � ""171 . "� "., \ 1, I ) , 1, I �- i � ! , "" , " ""' "' " "' "'\"\\"\
� ... . .. . 1�1 � " , �, , , � , , , , , � 1, 11 I , '�� I v � ., , . � � . . � I '�,'� " �' , I "\/\, "\\ -\<�\-\\/\\-\,/>'/
I , ,f , � � / , ,;��,� . 4 11, " , , , , i , % �, l ", , , , � I I , , , , , � �,,% \ - X, � N 1� "" ,
1. I I " , ,, il.", �, , ,,,,, I ., I � I 'I'll 1 4, � l " ,i " � I 1"'�,11,;'t�"N� / . �%V.V. � � I I ��, �,:,� . , + � � .1"11 I- : 1. I ��:,,!� ;, i, ; I 1'\/"/""�,<,\,�,,�\',,',/,\,,\\/\,-\,'/I MULCH SURFACING
.�., , , , "." i 11 / .,� . ."",,�','�,�'\.-�,�.,�.�"1,.,�l,,,,O,".�, '�,: , " , � ,,� � " �� ,
<`!,"'�"",�\11 , 1, ", I � , , , '' � � 1"11\ " �, ": �","i
11 T11 I'll- " "", , 4, - \":�, �,�,�:-""��,,,,',�-,�-�,,,,�,�,,:��,,�,,?, � , , " / ,,, ,,,, ,,,,, �
I ,
'. 1:,��111 fl,�,4 , ", � , , , , __ , , I I V� "%" I ''I'' I / �lj,�Ii�,:�. f,� , , , , , , . __ , ,
I , , "'�',,'�,,,;,"""",�")",-, A �1, ,, , I ".", 11 ) DE TENTION PIPE
- ."", � , �
11 I - � ,.'', ,��'ll",�ll,��,�ll,"-")"","""�",�,,�""",,,��,,,,�,,,,'�,,,i,,�,� I !,I',,,, , I "Ill,', �, ", ''I �: �,���,,.,��.��,�,,,�:,,�.�,,'�,�4��,�,� � � - �__4 , �11':' _"7\ / I �
f� �_ " � ,, " I , , --,,,,, - � �*,,100'*,�,,l' , I , , ,
�� 4"�.�,', 1, 11 l. . ,�,,,�,\,,"',',"'� ,�, � _,"""". , ,�i,111�111 � -.1. � I " ��:l;*:_.', , � "",
11 � 111t� I ii " , " I"
, , ,
�-;�.,, I " ,,,, ,/ " '11, , I I 11 I I � ,,� I" I � � 1- 1, � - � "�,�11 1. , � , __:�,� �
',,"`�,,, � 111i""', , , , � . �,, - 1'1\1\ ", ix\\,� I
., � , 11 � ,,,,,, , , I " �', � i - I � ;1�
I " 1"; , � � I - 1=1 I 7
't
� ....... 1�1, �, "l', !" 1, �, Vi',I; ", / I I" 11 " ,", / 11'� . ". I/' ,I I I I :�,�,: �:,�,�_,:' " 11 I � I ,I - - 2)020 CF SITE WALL
" �
1 4 ;11 "I " ,/ l, " I I 1� , ,� , I ,,,,,\" ,
, 11 1�)*
.1 ��' I "I � I 1? I , -
I ��_ �', I ��, J�J: , � -�,W(, ,� Ili , , I I , � . . ..... `1\11,� I " I � I , I , I "Ill " 1, I I , � , l , � � I- � , , :�� , 1, , Al� , " -, " - ... ", I ,�\Alli,N
" i � , I__,", , , ,7 ", ""r, I 11, * ", VOLUME
V 11 . � " "I ,� �, I - , ,,,, I 11 � _\ 1� I �qv� � , , , i I
, �, j 1,411 "" 11111,411", 11 11111i" " I , tlaiubJ,�'Ilil I I'll IN),' "I I'll, �, 4',�, , , , \, \ 'ky� �� !'�\ i 11 I
.
1�&_41_1 V-11",n) [:, :: � �" " " �
oi,ml ... �,,, k I , , I 111-11 " � -11,14 , , , " , , """, I I VERTICAL CURB
, ,4,*,',,1111111 , �1,1 ",",��, �
1411, _� �,', I t , � "I 11, I ,,,,, � , - f "I'll, ; - ��11 I , \� � !
, �p� � .�,, I l, , " , ,, ," , ,), I ,�, ;
Tl',� � ' , ,,��,, � , � , l .:, , " ,,, � � - ,- � , I
, , .*- / 1,4 ,,, I , ,, " " -41"�,�,��,,ikd,�,'� ., " " . ...... �, Xl� �;� - ,
, "1111111- . ..... . 11 11111 . ..... . I 1, 11 %,' :� � ,��
_,_ ."""', _ ... .. I ` I _" - I 11 I � " � , I "I'll ��1117 =_ -, _ " :=__= _ - - - I W, I I � I -- I . � .,. � " ,ii", !,�A� ! �,%, --------
-, I I I � 11. ,� �
""
I I
,
" ,� �' 11 , , '' ", -, - ii, I'll , �
, , 1�', � " , , "" , I'll, -10 , " --,,,,,, 11 l'', �
I . _�,,�,� 11
, "i, '__':""2�',N,- 11�:�:"__, I " �, "l, , I � � I
-, I,- i � # � 1 I ,, -, I 111,11.11-- - - - ___, , ''I'll", 111.. I
,51'i4t ---�-, I -"- ,�,e - ,� �� . , " , I ��i ,,, --l'-T- I , � . . .�" '. 1, I I , --
I I , i � , t", , , I I :� , , , -_ - __ � . .i � I .,
'111`�, ', 'Il ", I �,,, I i 11 ''I I I, I � * , . �, � � "I I ��', , ", 1, , k , , "�
� \",� � , '�� ", , / _11,4- � , I ,od- V i`il, ,X * I 11 I 11 I 01 0, -fl, " ,,, , � I I __--� I 1, I I � I " I \
k , i,, , � I , ,
,
�, , � , � � i I � "� f� : � ,� � � , , I I 1-1 11-11- I, � 1� , I , I i ;,!
,
-- -
� 11,` I I I 1, \"" I i! ,
I ,,,, � � � ,,, , l,:"," � _� - j 1_,�4m'. I- \ , , �
, , ,,, " �,[� , 'i � �_J!��,� 0, 17,� �, 1.:,.� 1%,"', '' , , " " ,, 1,,v1rr_!_ -_ ,
__ f � 11 1,,,,,,VQA11 PW� A ��_ I 'I'll I � 1, � _,
f el �, , , , , ,,, " I � ZM,111171,;1?l11'i �!��q, ,, , � I �1� �
I "I'll, i i, \ " , HI-1 I /�* .*I/ "I, I .V_ _��., '' � � * " �.�� � !, ,�� ." .� " , I I I ��, 11� �It� �, 11 'i 11 I . - �
I 1): I - ��,___ �..'�� ,'*,, � � � �%%,% ': I i'', "I'll I . " ', T
I 1 '.�4�._ '�� '"
" I " , ��_ - --- - - I I I I � , , "' i , I I )� �, �, \�,� � � � � * -SETTLING BASIN/SAND FILTER
11 I � 01 , ,� , , )� -M-7 7, MCI , m�_ � . . 'l , I � ""I , �, �'. , � . Ill ,
, . . .�".',:� , I �,�'�," - � l' '. " , I , �,,,t �, �', I I � I � I , , E, �'* ,` l,:1 PRE
" � i � 1, i , 'i 1�� , , I . .,. ., � I � � , ." lN e",1,1",i, �
I I i�: � -
I I '�' � -1111, �, ,,�; �, �,',',�� ,j \��:,, "" �*�, � ". x ,� I I INSIDE LENGTH - 12 FT
��li,, I 'I , I I , I� .
, ",f�,:",'�',',,'�:,, ","", I , � , , "* i�(l ` _*�/ Ij I I., � " I ,,,, i,
,
, , "', j, �,:,, . I , - I - ''i li`,,)'O',��,i,,
1� f "\ �1'
�1 1"I , I I ltl��:�", Cl"��1111 r , I
, 5�Z:,""# c_�;,7�1'1,'_' -1. 1'� I t I" , �,
-Ij *Tvlr��171 _�, �" I'll � ,, i _7 t", ,,, i I,\ �, " �
1� J C', 11=111
,
- I 11 ", �
I ":: '. ,
� , I "t, ., ll� , J� , - 4, "
I , "" ��. �'. � 4" � � " l, , """'Ll."T-l"111,11 i . 11* f � I � vil,,f
i ,* " � � I � I '', �,,,, ,,,,,,,,��,,i�,,,�j�,,�,�.��,,,�..�,�,�,�."".t-, 1*1 . .. "i I �
I � - \�`, , ,�� � , � ,� '1��,, il�jl�,A I
I I � , , , ,
I �, � - ;� M W, i,' * '� ,,, � , ,� , I . � I A . " " ,
", 11 , I ,\ -,--�- __7_ - -_ " - 11�'�, I I rwflD QUARRY SPALL DISCHARGE PAD
� i , i , � , , �,� \ k�l��_ I ,
I I _T - - == .", I I ;% %,'. , ,, �, '. I � . 1�'� � � .%, 1 � , , 1,1�, � ", , I . - ,�,, ,
,�, �� ""I'l'l"', ,_ � , I., 1; � , , - , l, g�L , ��
I � " I � i '' 1 ! , , , " � 11 ��11 I . -, �,,, , ,,�',�,,,',�,' �, ,,, , " , " -, , " 1, i �
'i l, , , , , I , � "' `/ , -,�,�It,,�, � " -�Klttk "' �;\� I - 7 ,
,,,, I
, 1w ; I I IV �/, �� �k�lj//__, m", ____\�
I \ ,
t"111", ,, I :" ": �"" �' " �',,', , " "`� 11.
C , , , I I , � .
"", � ,� " 1i , ", � � ". !;, %. T (-IN � ., � � 4, � - I 11 � . . �'. . ., '', , , " ,"_ " , � �, �,�_ ,
I , " , , "' , , , , I � i,
I ) `_ I ''I'll", I ., � 11 I - -, i � .1� �, � . . � . . . . � . . �','. � . . .� I'll � � j I !, 1 1 �! I i I � %,�
) , � _ -1. " . . , , I 11 ,* �1� , " i, , 4 �". "f. . .�' ,
1'1'1111��,�.',' /1 i - - - �, 'I" , ,�:� ., � 4 _�', � �wj�liEl', ,, I INSIDE WIDTH = 10 FT
" , " , - �L.��
" ! � � ,,,,, �,,,,'�,, " I """ - � � . - _,4, " �,,, ." , " �
" i ", '' � � , , ", - - _� ' 11, 1, I I I 1, , 11 , I , �1
I I I � ,_ " , ,11 .4,.,.�, . . � � �,'. ".,4,. � 1. 'A 1. ".. 1! 1`*� ,�,i, � _��\"",`,�`Nlll .1 - _.�,�, �,'-3 1 Ill
, , - ...... . �.Z�: "I 1� �1, �� j il h', �fj , I , I
�,""""',\ , : '. 'q l j, I , I - . ": ,.Ill'%�, " - I I , I I *�' 1�'
, � �."",�,., �'� � - � - � �'. � 4�� � � �
(' d, ! � I ,� �, , , f ` - , , , , " � , *
I � " , i �,,�
111-1i Ili I , � ", I , I '�,11 , , ��. � - �,.'' �'� .". . . - � -,�,:, , . I
''I I I ".. � " " ;,","'l, I I I � -11 1 '11, I �', I., � " , " ,,, i, I I � 1, I � I I '' I
'�� "I'll"I'1%, "I � I'V11111111."'i", .. .. ..... :," :,1�11'11,_,"��,� . . . ..... . ........... . A ... ... ... � . . .... ""',_ 11111V1111111171 ", * �1,1 " . I .''.._� , � : ___� I*_.. 14, � \ -
,
'i""', , - � ,_�,l ,,, I __ 4�9_1 I: 1, ,
,
;. , -) , " , ,I J ... l,:, , -) �.,,,�, ��,�,.,,..�,�."",."..";.�".".���,�..''..�";,:�,��,,�,'��,�� i, I � ", " 0 ARWYARD DRAIN
`_ " - t l,:� ,'��.,14_ , "' , , , 11 , , - , 71� 11 It 4 " , �, , "'I" , ,r� - .... � ... i, � ., �'. . I �� ;�i� ��,
, ,
�
I ,l,� , , , � " 1:� - ", � , - - , , 1"f - .,� , � I "' I �,
(�m I ..... . " ,", , , S, , "'�,�, , ", , , " , e , `111.1-A ,
*�' `111111�1, "'I'll" - I , .,� ... / " z ,,, ,� , l�l , , " , :� �7 " , �, "" �, I �, ....... I ? "I 11 1�1 t,,�,,�., , 11"'I 111.i%%%� %%� %%".,,." f, t,
-� i�,,�,�,,,"",�;�),,i: , , , �, I , , �, , I , , " ", ll , 1-,���,,, 'I , I'�' I � .11! .. ,�, ��� =_i � I � I
1,
�, I , 1 , , , ,_"J,,":�,7,:,�,�,:, :�",�
,� ,.�, 11 "l, mi , I I v , , , , � , , I �
I , ''I - I 4711-111,14-il", * I * I � I .,.. " I
111W I I /' '"I'�,""', ", , " y, � T ----,�-.--:l ...... ,1 -on-11 1 .1117 F, I . �\ �, ,
1/1.1,011, ., � I ", ,� e, "I " , , " , '' `1'11�1 . . � I � 6 � �i�� ::�_,,
I . ) A ,, ., \
, ��*, , " , " ", " i , , ,'' ,� � " � , � ,� � , , � � , . 4 � � - 1� , I I " I
I " I I ,
I , i ,,, , ; " ,,, �, � \1 , I I i'll ,�,',,,,`,�,'�",,"" �, I I -
"I , I , , , I , I " I , , , , , / ': ,x, 4 1 'I, � I -
,
I 111,11,Q' , ", 1�:, , - �, , � �,, CATCH BASIN TYPE 1
1 "I � lot
�', , ".
__ I i �1 I �
"' , 11 '' "I " .
I
,V11' "I", I xifi t � " , ", I I
-
11 ,,,,, I I I ''I " . I
,
,
" 4 '' , � ", , ", I ,� il, " ,� " �`,,,`,,'i,�;',:�', / , " � �l . � � I � A � � � I" � 11 � , , e7 � I I'l;1''I 1,A* 11 � '', VAULT - 1 O'X1 2'X6' DEEP
1 �,�;),.,��oi 4 ,"N�,,,,,e�,,,,,,,,�,,,�ll,�I'l""\""��'ll""�'ll'I ...... " / ,, �, , l I , ,,,,, � � � � I �, 17 01� ,
, , I " ,,,,, "- """, " ,�, , "', �, - �, � � , I
, , ", , � , I , i'' I - � _�t_ 4 i - 1, -1 I I I " I I
, ,,, i, , ,�`*", '10""'r-,", %,,�,, , - - ''I'll, " I'll, , \� �
%_11", " , � lM",'fw,, , ,�,., �"' , I I - -_ , 1111-11 -, � � ... � ------ �_,_ : � .1� I i , f, � 1�1,
*,,t,_,'�,l', ", """"', ,1 "",)", '' 11�11, , �, , "I'll "I',"", - I
��"" /,,�j�f," , , '�
1111`1�
" ,1111 , i" �61111411'', 0��" , �" ", "�,, � , " '1'1'1�1 "111',l1.1 I �, ,(1 '11v�': , 1;", ,�, I ___ - , � � ,
, i "I"' 11 ,1� � , lN ,,,, "
� e, � ��.xl. "I'll", � I
/I , I � '., � ,.�, � � " " i", " � , " , ", I " I '' , �, � � , � , , ,�, I" I I ",','"'I'll'', , 11 I 1 1, 1111�,,11 "'I"'A :1 � � " " "I 11 � "�, " I I , , ,,�o,,� 0, ;1
I' i, " � i, , � I , � ii�% i i,i I I - 11. i I ,� I � ill, T
11 ", � I I , I " I . I ,`
I I I-, �,, 1� , "I 1 � �, , 11 : 11111.111,� 1 .... v I ,�� =Zll . I 11 �, ih
, , , ", , � , I � _ t, - - ,, , - ,','�
I , ''� � ''1 -l-111 � / ! �� i j ":�
" , 11.1 �,.�".'. � � 11, ,,", I , , ,,, , " , , I 1 I , "" , , " 11
,�,��_ , "I - - t� * ; "" '''' "' STORM DRAINAGE PIPE
.1.11 , , \ " ", I I 1��, �1` I I I ,�, �',", 1 ��11 I I I � �,I(, ` � � ,. ,� , I 11�', ih I I", lummummum'."':7,71010=14mum
, , I ,�� , ,_ '� ,"', , ,,;`�,- , ", , I - � , - 1��:-:-"* �
1,-:'\, , � l'�,'#",1, , , 6 l � 4'%, ,,,, - %,,,; . I ,i I 1, ,l ,, \ '' , *
"� , -�- *,"","� , 1";, "N' "''i" I :",�, ,,,:,�,��""� " " ''
9 .<� � �,* ,, , ,, , " , I I , � " I o�` _ "" , � 1 �, I 1
"
, ,, i , � 1 /1 " �' , , , , , . . � ., � � , " , , , , �, ��,," ,� � � ,
I I �, , I
� j�111' " "; - Axpp" I , � ,. :1 �
,��,_� � ,,,�,,v �, l ":i,,, , " , , ", ,',,,, , , , , ,,�,. +''. � ��,,'. � . �,l' , , I . , I 11
I � � , I , , , , , "'', , 11 11 �11 , , ,", "I '771 i, . �' ; ,,, I
� , �17�1 � ,,1',,.l,, 11�111 I I �
,
, \ �� 11 , -, � I , ''Jj�j I ,
, , �_ 111,'�Z' ,
, p "'O" "I"', " � 4 ,,, , I 'A , " ,�_ ''I ��,, 1, ", �,, , 11 � ,
"
k, '!;,: I , , ''. ";,t ,�,��. tl�� �,il, �,,� ""'' ,/ \ i,i` , " , �,,�!',�, , I
, :�A4, -_t��t_,��. �k , 1
14'a11Wv,.,mm_ 28OLF - 5' RET I , , I 1'__'!_4_,_1�.,_ `__�t i I ''? :, ��l�:'[! "i ,' I � i�
,',�'._�,V,,J,��11` ,.',�,L' . *,. .'.1, � "I, � " ,�:,!:.I�`� .,0'1�1 #1 I , ,, / . 4 .iii�
lii,� I �, , '! � 1 , �.� I
'i , ,:� . .,%` � , \ .1 W ", � I I , - 11 I . ". ,li I I I � �/ i I
, I I . � I �_��,�,�,,�,,��Jj�, .�,4,:X, 1* " ,I I" 30OLF - 3' R ET
, , -*��,.�,, ..�,� ��,_ ��,_.,.,�"'.,.,�,� 11", I - I 11
�i� _', '. �, =Z;====�_-, � - " �(!`-' I �' .. -1-1 I I . " - �;�' i"11"il'i I
i , -_ "Ill I 111-ij- " - 111-- .... � . � .10 " - I / / , l,
'A � t I I � �� 1 � I : """, � � I"- � !.�. - : I " � //"
1, " W , I , -1� �� .11 'A � I , " �� \11, 11 I '' � , ". " ,",_ _1
, I ) I `1 � ,,, � - , �
,
l 11� �1, f,�,,� "C"16 � �Ii ,� � I o� I I 1, �, I I , I ,� , L � , � , �1� I f 1k, I I )"", ,'I ---
� � 1� �, I I - , I '' � �,� 'i'' '' � � " -1
I I I i - I � , I � "I k � % � 4,.yll 6 I, $y:""'j"',,,/',,,, i 'J,6� ,,')
''
,
I \ ,/, -
I �1 , , - I �� , �"',' " / , , "', I DETENTION FACILITY
11 11 11 j � I _____�- ,:��, , ,, I / $1.11, 1 ` � � I �,%, " �'. � � j. . �Ih. , `11k,
I , .1� 1, I " , '' ''** � I,,,,, � , , �
.� , I ,,.._��_ "i-., � , , �v , ", 1, - :1
� I ,I , ,,, � � 11 . i I '"'l, 11, --J
; I i I , ,,, ,,,;�,, ") � �:'� I �
f , � ,,, , , , �,,,," , � , �,
I , � ,4, 1 " �1' ; I ,
WALL 1� � k` `i'� 1, I \ . 1� I � I "I -'--., 1, �10?004111N,41,�","ft ,,,J,�44"l' ",
-11-11-11,1111, � . ...... .j , 1, , , , �,, , I I � ,,4,4�,i� "1","","","",�,,,,�,�,��,,,,,,,,� li"""(l,"',�,,�,",4 "o,"im" ',
I �', � -"-r-_,---__�:__j _ -_ � � 1 4 1 " r""t, "! ,,,,, t"", ,Z 4,;"V,,� ,, WALL
��,�� I", I 1 " n, �" . �,il .� � ; :"��,,� �, I �*"
1, � �, J! � , , , -�,'�,_, I . I �, � 11 11��' "I'' �,,� 11 I I 1, l. - �, , l - � �. 1. _"N�4, 11 !,.,i ,, � i I I " , ,,�� .1�
, 'i, .1:1 11 , I , I
11 11 I . I �� 7 1:1 �'� *11, i 11 I ,// �
I � 1� "I" " I � �, i,_�, - l " �, � , I l, ,,-,� , I � I '�,
� I "", i � - "."�.I.,*.l l, 11-1111111, I 1 , '' /, ll , , l"', 1, ,
, ''I I l, ." . .� 'i ,
�_ � , I �,,, �, I , I - �m, , . . �,,� SOCOOO
,
* I " �_�,7 1 - �*� I . : "'", , I ... ll�_ 11 � ,� �� ,". V , ." I /*/ �,� / i, /, /
4 � i I I 'j�'1'1i+'-i,_ I / ....... �� I , I "I'', , , � , "�,:: '' � /,
,�,�� � �,,l "'i'' , I i , �\
� - i i,
111111111 .... ... ',� .......... . . .. .... � ... .... ....... ... _1111111--11111111- ... � I , I I ''? I ' 11, ' i, 1� (`�**' 1.*.`A;%1'1.%1 , ;` f, I �
I i ; �� I ,
I I 11 � I i
� � �,�� , I'll I 'I I 11 I I *11 ." 1� , , "I I
i
,f : �,,,,,, � � 1 , I l i : I � , . . . ..... i, ��, � I � I , �,�, ;', I i".''i", � " " I "I'l STORM DRAIN CLEANOUT
,
IT7,4"', �' I , �', ''
"," ), i "', � I I
(1:111, h I I` , i �', i z I I , ,,� �, ,'ii, Ili I * "
I I'll ,, �� ,�i,� I 11 � ", � ,�, 'I , , , � ,
; , , ,� `( " P A 1,1__ �`,, "",',,I ,� , �k�l�t � `� ,
,
, I
, ,
I "I , ., )
/ �� "I , -� 'I', \ Ot J A [,?, [,,, , ) I i I I �- - \11 ....... . J�,l�,,�, ,,,,,� ',,',',:�:J,,�, � , � ��,, :., " - -, /� , '' � � FDCO o FOOTING DRAIN CLEANOUT
, I � �!, "�, 11 , ,�,� , '' ,� ,,, ,,, I �' � " � I �', ", A�,:� , I I - ' `� , : I 1 , , � , '�
t, i, 'I , 11 I I ,
� j�, , I �,�� i � �'Ili"1!144111 �1� I'll, ".I��"(4�"",f,�,,�,,�',������ .. . .... l�,4,4,e \ ,�,, � I I � 1�111� _4'11��,!!,* (1'11��Ilj 1 ..� ! �,:" � I I '',
11 ,
, '11117, �� t, �/ , , I l di LARGE SAND FILTER
, ,,,
_) I'(1) I I m I' I " CI I � I 1 , 11 4 , � , , ,7, �M, i, � � I 1, - � , 'jjj,,,11� " � �
11 I I'll, 11 \, I 11 I I 11 , I 11 I/ , , , 11 ,�, ,,
� I I 111�, :��_ , I I
I , I I , " , I � I I ,P� I �� S
� )I �, 111111i I " � I I � " , , 1, \/ , I i , , , - - I .:�, %� ',"'.'!� " , j ,y) �' , � DS * DOWNSPOUTS
I " ', , , , ''�, ., ."
f ", ,
Ili I , vl I � I I , , W, , I , , , � � I 11� 11.)�Illl 111 1 ,,,, - -1-111111 )` I ,
1i � 5 , I 11, 1i ,� , J � / I I �` ', , ,
,
- ,:, I I I I i I [' 1"''f", (1) t J It Al, I_ ( I I "I 1'"' 11 11 - ,ill /�,"ll.;,"I'll I " �
),� , ) \ � ,I i ,� ,� 11�` I I � , �' I'll , , ! �'- i
" (l'- '/ /1, () (" I'O R A(` [ i I ,� I I �, ( ) I ) I") 1: �, 1� '�', �/,?' 0 1 , I � \ I i m -
I/ , �
11" "I'l 11 11 I'll, I I I I I I I I I I , I I � I 1, �� � " ) i , � , � '' ",-c- �, I �
� I I I �', � "I -11, 11 I , � I I
I
, I � , , "' ,�, I , ''I'll I I I 11 "I ,,, 111111_1111111_1� I /, " �1, " _ ..,.l0,k___l"____�u_._ �. "I 1 �,$ 1�, ", - �11
, I'll, I , I 10 I � ''; Lll�l
1,
, I , I I I ,It"", I'' ''I'll, j 1: I � Ill 11 I I �
I ,_f,�,,� ," 11 � I I- I , � I I I , I
I �i " * , , ,,, � " � l ", / \ 1,, I �
11 � ( , t, , I I �, � ,I i',',',,`,',",,"",' "I 11 , , , I
VO I_ U m [ � I I I , 1'�'/) ") (") () (''?, I , � � I ,,� I',, _,,,� 'O � 1�) _U�&'- _-bl�t��- _Lw��_ ,� , I 1
11� I ,,, � ,; 1 - , , - , 1 , , " � ! , "I 11 -
, I - ,
, I , I , i i . "I I '"ll � 11 \ - 1. 5'
11-1-1�111.1�,�'ll""I'�1-11,111-11,11�ll,� . ........ � I i) '1� , ,�� � , , � " "' DEPTH
', . . ... . . .......... .. . ...... . ............ ,__'__, I "I 111-11111- " I I ", � �_ . t ,� I 1, I I "I
� I , 1� l" 11 � , I
," fl, ,�,� I t ,,,, , I I
11 , �
I "'C', f � I " I "', �, � / 1". \ I , , � ,�
," I , �, I , , ,
�:il� I ; I I
I
I I 11, I I "I 1�1 I" 11, �, .,� I I I I
I ' �"'_' ,,,,, I/ � �
I 11� \ I'll 1�1 11 l, �,," ," ", ,,�, �, ,,,,, � , l "" _"� ___"_/,/ �)i ", " , \ 1)",
� ��:;,��,, , 1, 1111111�1 I -, _ , "I"I", ,,,�,',�,,' 4 � , /I ____ - - _ I , I I " , , ,'I
, _ ;'��',''�'_', z,,,,,i�,�'11 � '' 1, , ),
� % � 71, I 1119 ",!,,��'VII����,�K'O,���,,,,�,,, - I I I I ( , I
" I �j, , - _ I � � � 11 '111�1
I � ", I I ,
, � � I I I I �
i , ,j�,,� I " I I , 1,,'��'li,v", ,,�,�,;""' �,�L,Nj";��_�. , i`�,,�', - � I I I 'i, � " I � 1, � I 1�',
� I I I " 11, "I", ;7i: "I'll ,� i , A
I l I ���,�,,��,f�,','?�"I'l""�"\)"""",,�11\1"",��""I�,�, ""I'll � I'll I 1. "I � ", �, I
IT , ,� " , I I ;,!_,"':�:, , I 11 - � I \ I ",
11 I � I " 11 '' \
� , "I
, , I _� I � 11 I \ , I I I , DS I I I 1, � , "I ,
,;� � 2,�"",: , ;, � 11 ��11,�T� ,, I -, � I I I l 1 I'll, I 111",-, � , '', � \ � " ''I I I "', , , "
, ,, � !,',,�i, i ,, 1, I � ��,:� ; ) ; I 1, I I 1, � " � , � : i "I",", ) I, I 1 1 ,,� �, � "
I " I , I I
, i �� I I-- �', � � ,I 1, �� % � �, '�Ii � , � l'4� l ,,,� " '!
, , '' � I I I 11 � I ", ,:
I 1� I " I '' � � I
, , , , , :,", �,'i: � 1� , � ,� , , , , , �� �� " �, , ,�', - I � .� , , \ � � �_
� I , � � , ,�� ,,;, , �, ,, ""', � I " , ,
i � - ,_ � I : �, , � , '''�, 1� � ,:� _� " I �_ , ,� , , , I �� ,,,,,,,, �,i��,,� ; ,,,,
��l I , I �' �,], ; � , I I I
, I I I/ 1� ,� 7,!", " , , � 1, , ��, ''I " ,:';,: ���, ,,, I I ,�
" 1!1� ; 1''. � -, I ''
i� j I :-, 1 ;1 11 , j '�' "', I �, , ,�� i,,,,�:� �� �
11 ,I 1� � " i'IIVY , � 5 I , � � ,
,/ I `1 1� ) , , " , ; �,,�, , I 'I'll , , � � .� . . 'j, 1 �,, 1 I , 1,
I , �', I i ? , ", I 1� 1, /_//� /I/ 11 i� "I'', , I I , ,,�, ,:,,,,�,',��'' "' , "I �, ''� �,�,'� % �! � , � � I" " I'll
, �p ` , , " '' 11 ",, ,,�, "4 - ; �,, �, , , ,�,i "J"', � I , / �
I—- "Ill el 1".. ,,-Z,/ ,,, / ,,.,' / ,,, ,, �L_Z'z, � ,,, 'i� :'': ,, �� 11, ''I ,01 � I I y �',
� I �111�111, ...... 11%, � ;;', ';z - , �`,, , i":�_ ! , � � 1 i '�'� ��' , , I k \` I \ \1 \, � �, '' ,
.�il,,i I � �'N,4111111 � ,
, � ill ,� 11-111, � / 11 I l ",":,"11111"
I // , , J�i � � ,I , , : " I " "� '' , " "� , 1;1, "I �, � � �`,� �,'� � %'�'! "
.�',�,, I / : I , , , �, , I I ,,,, ,� 11�',
___ ��,�i��%�\, ,'�',,: �,,,�� � AiA,5�,'7 1 : I 'I', , , I"
� ,
11 I , , ` , , �:, - I . � A � . I'll, , 1, \
I , � 11:; � 1, �� ,,, "" "I I I I , , " � 11 � ,
� .. .... 'I'll , , , - 1�
1 '4�.....!,�W��-_ - , .�'.. �,',� I e I I , , , � I I
, , " " _=�,-,t I " I , :,� , " I I , , " � �, I � � � l''k , ,,, 1, �
I I ': I , I , , , ,,,, 1-In'' �', I 11 11 11 I
, - I I I I ,
� �!, �,� � 1, ", ,", � 1, \ j
I � , , I'll 111. � . +,. \ 1, I l d) J'1'��, , J�
�, ,,,, , �,,�:, ":", � ,, , , I I f I ,� ", � /� , . . . i,U \ " � V�
I ��:':' ��,, , , , 77 1 .'ll�`_:"1'1='11't, , '' I 4 11 "I"' � "', ,, ,".;_, � � � J , " , , � I I , A � 11 I
/' 1� 1�ii� �1� " :1', "" I - _�x / I "I'll " """', `�' -��, ` , ,�, I l , , , 1, , , :,�- " - ,Ie� 1,
"
I -�v' , -` i , �,,',,'P I" 1, \ , � ,L)Z) � , , � � � , , 77,�," � I ": I I "," ", , vs� � �,,�z��'I�*#*..� , ,i� "i � �' , I � I , _,
� � 1; � ,,� �, ,,�:"" 11 " '' \" \ �, �' , , , " , �', � "I " � � , , I , 1�":, " /* * , "
4 1� , / // 1, , / , I � - 1, I ''f 1", �: �, 0
�Ik� I ,; I ��:� '1�11"," I'll, ''�', : , I ,:,� ,'�
I 1*
i'l "I I , 1)1,�,. " , I 111-, " � li_� 11 , 4�� -, " , '' I
. I �,, i " �� 11 , 1?1'"V*.§`A��", ��, , , , ,,, 11 ''I ,\" I I I I � 11 11'11"_�,,�
, fi,�111, I � 1i \1 �", ", " � � /, �%-, " " `�,, 't, I "I " , ;�� 11��', , "' " I I I I � � � �', � ", .: .. ,,,�, � � \ ) \ ,
,
I V\ '11'� � I I.- ` , ".1. . .,�.'%. ". ,� : *: * � ." � �, � ,I�'It"�IT,,Iv�,,�,,.A�,.i,/,�""#"",Pl�,�,,��,,�,,,*,,,�;,�,,,,,�,,'p"k.�,.�,,��--, I """�-� �, �1. I � , , \ , , , 7 � �j
, � I 11 I ,�,.l 1. '" 0- l".*�`#� ! , ''I
I A �%11� �11� 11, , -11 - )�� � � ,� *.1 ". I . I , f I I "I I � _'l, � 1, �,t� ,�,�,,�� . � � � . . . ', � - - . ; , I , \, 1\ I I j t., I )
, , , , , , , , , , " �� �, � �,�,.'',! � � � , "', �, "''l, �, , , " �". I , , ,,�' �, � i ,, . � , �) I � I I I . , ritt7; ,, � � � , , , , , � *-"I �, x , I "
I
"', , ,,, 1, ,�_` , " � I I t:;.,�, , � t *"�,� . �., I I I �, ;, , - I I I I , - 7,��!�. 1 . " l
� , , , I ''' I I ____ ,,�, - ,�-, � , . 1�, ,,V,,��` ", , ,,, , � ,":'. ,t - )
� ,
"� ,
� ., ,
I
,
I ,� I " ", , , :�� I , , I � � , �,, � �, ". .1 , 11 � I . 1. '. I - " , �� � i , � " '�, ii,� �, " , , , , ,, � I , "�'� - .�',� � .,. . . 1,;,��). , \ I 1 1 I, j
11""111 I
, , I 1� ,,, , I , , ", " l � , . I , - � , , !+_,�', , I "I "� 1:� 11
, " 1: "I I I I � �� . ., � . - � 1 , " 1� I I 1 I , , � , , , ,, ", , ` `* �,�, l" , � , " , , I , ,, ,, � , ,
� � �, , I , , , ,
, , � I " I 1, I , I , '' , i � i �/
"I ... �,,,��,�,�,,��,�.,,:��.',�',',m%k�l,,*%,,�,�K"",� ... ix�,,,mv�,;l,41'1111111 i I _ " I , ,�. - � ,,��%,,%,,,%.:,��,: � , ,, , � , , ", �, " �,, , � ,� l . � . . � e "
I � III—, - � 11 1111- -111, " 1 , 11 " ,,� �` �! �, ,,��_ " \ ,
,
I � � ,,,�W , � � : �. -, . � . I'�z",�"''�'ll�,���,�,,,�''$:I " t,�;,�,,.,� , � , 11, 11 I ,, �,',,* , '�' ,
, , , , , , , I ; P, "
, I , , , , _-, -, , I � / \' � l", " %11
I �:1 , '' , 1-111-11., , \1 � 1� I I j ,
I I ,,, , ''I ... I "I'll "I I'll, � �", 1-1r, 1, �, I , , , * � � - ti. I- .�,* , i, �', �,,� I'' � I
I I ': : I �' , , ", , ,
! � 1� I I 1, �11 "I', ''I � ,,,, , ,%,� � I I - 11 I I �, � - , .il.* I �,, l 11- ,�, ,� , i V I 11 11 �' 11 I I
, ,� I : I w, l � � , '1�1,, I , , , , , ` , '' , � � ". �_� . � � \ X I " �k �, ; � , ,
", �� " I I � � " �y � i 1'� I l I 1'� 11 I �, , V� I � � , �, � , �,,, " 4,;, , " � "'), , " ,� , " �, � � ,, �, � '' , � ! , � , " ')%% � -%," � � " , , , " - I
I I
, , , ,
"
11 � 1� 11! � 1111 � /,'� , , I 11, " I 71 I ,�"", , , , " I , ,, " � ,,, I I � 11 , ,, , � .1 l " , , , , , �,� I � Tl"':.% , ) ,, ,,,,, I I I I I , .1 ,
I , 11_,� , I �� ; , ,�\ : � I �, � I I
� '' I �'_, , ,
I , �''� , � I' * I I I �` I , . l � "I I -1 I 1, �, I I ", I," , , .; � "", /
, , "i 1, - , -, .i �` - ,� - , ",, . .,� �" �� 1,
, �' ,
,
11
11 I \
I 11 I", I 11 I 11111- � -,
i, '' C �", : , i '', � i , I "
, i 1�,� ,",:� ,, ,,� , , " - " -, �_ I , , ) ,,� I
Ili "", �] , , , , , / I I I , I , " �,,,Ai,�* I ,,i, , '', , , 11, � I I , \ �\\" I
I I � I . � �:% " �,,', . " I
I
, " ,, � "I �,,' � I I ,", -, " � , I "I � I � , , - -,,,, �
" " , ? I 1 , " , "" , ! "I'll 111111,1111111 111\1*111 � � 1� � i, � "I
I I � � I , � 1 11 I \" , � I ,!_:_�, �t_ - - I , .1,
"" 1, , ,,,, : I ,� , , 1, J, 6 I __ i ,,,,I ,
, ,, �jl , � �� , , �, I " � I i ) i )
I , , � I "; I 11)" I 41 i "" k 1 , i 1. � � � � , , ,
il", � � I f �, I , � 1, , l i ! ; I I
I 11 I I
11 �11,� I'll, 1i / I I I I � - ", F I � I ,� ,; " 10, I
I I I , " ,,�,, 11 ; ", � , ""; � , � , , i I I I I I'll., , L 1, i i I � �
, I I \ ,,,, � I : �
... c I I , 1 I I ,11111111. 1111-1 � I ) '_ I I f � I
,' �� " I 1, I � , I I'll "I � , ,,, , , , ,� 'I. , 1, � 0), " 'O""'I I ; : 1'0�) Nr" a
"I %, I 1, 11 i � I / I � "I" 11, I I � I I 1; I "11 �
I ,�, � /" 11 I 1), '' � 11 I � 1�11,1 I I - � - I'll 1, I I I i I ; / I � I 0
, � I � , � , I ,; 11 I ,� I 11- , 1, I , � "I , � � ,
I � � : 11� / 1� ,,, I I � �' , I "
,� I I 1, I l,,� �, I I J � Mk,� , I ��,w,,- ; 1 1 ��q � , I l , , I
�, " 1, I '' 11 ), 1, I I , , "I, i� , �� I I I � I 1, I f I � , � I -0
',,�, " " � ) " ,:,,, _ '� ''I'll'' �1 ,l� I 1 " 11
�', �, � I "; I � e , , � , 10
:1" 1�, I I 1, _�, ) ,� J� I , : I
" I � �, ,� "I �1, � 11 ,'� I j" I I i 1�� I I
�", i I I � ��T _1k. � , I 11 r
� , I l Ilk", I'll �l I I " _�','%l '. � I " \ � I , P � ta� V,A il", (t
, I "I, )� to I I
I � 11 � i 1�. I , !� i.,
I �, � 11 ��,', " �, �_ I ) I ''I''. , �
, , , I", ;,f� - I
'�`\ , I ,,, 11 � ,� I DOWNSPOUTS (TYP) I , I I I � �f i
''Ill' �' � / I _UL'. I �111 \ �
"'Ill - ", 1� 11� 1�'11 il �, �� , , ""i �, ',)I , , : � I I /M
I � I 0:�,, , , 1�', 1� � 1,''�,�,,, I � I f
,
I : � I I I
I " � � I 1 I ; , I
, ,',�,,� I ,!, �1' 11 11 11 � 1,
" I,- I I ��:"� ,,, 'I'll I , " " 'I., ;
111k . �, I �� , I I � , � I � , , I ,
I "I', �!;, 1A .�1'11",�_ ,'I I 0 P, -
I
I V��,: , ", " ,,,',',� I - I to��V.
, ,
-
� 11 ''I I � " �� " �,�,,;,� , ,,,, -0,"'. I 'J") ,�: �: i; I I , .
I � I I
I I I ,ii, I - 1; %_,, _� I I � , � ";, i -
1 1��,4, � I I ", I I � i I � r
I \` �,', i , " I � � N 11 � ,�, i. �,,�i � �. � " I I 1, I � � � , I "') '' � 1, i Ij BTM A - 4,� 1 , � 9-S �
, I lvl,?�,�, 1-16IJ/1'. , I �,
, , � ) �� , ,,'�, � I i I
�/ " I I , I V_::,,t� I/ , '11-1 1� / I " I
,f I 1;
, i ��11 i � ,I j ��, , 1 I 1 � , 1_.._� 1; .
,
11), 1/;idi1';1_,, y , 11,111, I ", .-
� / I � I " : I 11 , L _; ........ 4- - 11 '.
I
� � ,'�' th" ��J��'_/ � i, I / �, 1'_1�,1�`."'11%1'*` I I . " ,/ I ,.1,.j,i, , i, �, ) 1 , j ( ,/,t r,-!>, - ((,.�� /,Vt -,�l
I V "I', I .11 1 -7* " ! l I � �, I i i ] 1 �
I Y I t I I I" �� , I - ,� � - I ", f 1 7 "� , , f , I , , i 4, W, 11 .. , � ..
11 , " I , �. � "I � I I , , - oi I f I .
I
i , �,il;, � l i� ,� i I " , , � , �. .,,,. j I I � ; , , " i � � , 1411 � � �
I r" 1, I , r ,"'. .'�,'. CIA
"I 11 "14.
k".. � I I � I I , , j ll ,I ! I � i ; � � - ,
l � i . I I
I � � I �", � :�,,.!.)i,""I, I �, I / I " � � , - 1. 5' � 4 A
l � .
/ , ,,,I J',�i,�J��i�j / l 1', 1�.," � I I / I i � � I , DEPTH - �, k ��/
�11 � � _1_1 I I 1.", �.i_,', I ,(' L
I , I / I , 1), J,�,�V/, 1, I
I �1 1'1,',/i,, � � 1 � i 1 ", il, "I'll �%%,�4".""'.j 11 � .411 I " . I , " , ,,�,�:�, 'I i A, P. � I e 41' L
i " 11 ''I , , "., I ", ;1 � "'� , �, � I i 1 /'A "!
,
I , , � i
, " "�
-, 11 , , , � \ i i
1 ,�il'lii� � ),! I I,/ , , . bol ��ua, I
Jj\,/j ki �� I , (�rv,�i_
il'' 1'�, �( I � I ,�` � J,�' :� tl_ A.,
, ,
I I " I , I � � ,
, I / I �.".4, : " t �
1 1'i, , I 11 i /I " I 'I I ,:1 �'�'�'�': � ""�,�, it � 1, ) � . m�
� I I 1�' , � AA �_ I -.111" , " � 0 1 _
,
11 � � . : I , � I " � �
, I I i I �' 11 I , � ', ....... � � � - ., ,,'- i / , , � , , , , ), I �! � � � , \ V - I
I I i ' ' I I , 11� 1, � � "I / �/ i tu
, , i, '1 i I i I i- " � 1) � � ,, , � I I "
" : i 11 1, , , f , � I / � ,IQ,,_ I _�� V!,�_ , I , " I ", � �, , � I ;1
I �, � 4 /, , 0j el, All 4-Ay"
I . ", / , - , "I I � I 'l: �, 4��_ � � �1' 'i '' i I , % 0�
- I , I" " � !I / . , ,,, .,. , f , I ; "I I , " / , , �
� � 1'� I �, � 1�11'1,1 J�� � � / � r I ,e / , " , V � �, 1, ) "
�"" 'I, I '�, , i 11 I I i � I i C , "I � / ,�4' ; ' �) , � , , J" 11 I I � I �� , " �
, \,\", ,� , i � , I � � , , , ill � I )s !� /. , , .,.,:, I � � I - 4 I i ,�, ? : � " , ��.
I z / / ,,�," "ll I ", , . , I - I /,11" - 11 I I \ I � 4 ',�^j
� "I i , V, i i,� � J/ DS , '� 7:1 - " � � � �� I , 0 1)/ - � - i . , / k1i y I �, ,, , ) I � � \, ,, I %j
)" �, " , �� I �, j , i ; � ,"I , I ., _ I V A I ) ,
'': ��, -1 i � I , 1� " I � i, , , I gLK ( V .
11 �, " ; 1 � 1�) 'I'l, fl ! l I l I � "! ,,',� , I ," - -, _-, / I i I , I., I I i � I . \ � .
, , �A.,. . .��', , �._ / I - I � / l"I I 0\1 IA/ � , ,
ji� ,, i - , , ". � � � .1 �, t * .''. I I � 'I 1, I � , 1�--
� "" - �;�7;7_��,�-y-";;�-4�� .0 .4, 1. I ,,,, I ,,, JRI�_ _7 " - i, i i -I 'I �, I ,
,
- - , / � �� i
, j, 11 . ."r, ,.; 1". �, � , I � �� ... �
, / �,�;�� � I , , " ,"if " , 1� "! �:'_7,,74 ,. 1"' i "I . . A
� I " , I I , I �11 " I "I'll", I "A I I I ; / " ,�, , , � , I � _` � 1, I
� I � . - i - . I , 'I'' I ., ', � t". ., ., . . . . . . . . I � 1 i ,� I � 1, ,,, � 11:0� I
. "�, , �". �,�'. � ,� I ,� ". 41 " . . . . "I � � I I - �� 11
, > . . . . . � � . I I I
1;":"��.11.� � ��, �, ,� ., ,4 i I ; 11 , � i �' �
, , ,
-
I I " � ,�, , � , . 4_� 1 V, ':., , �.' �.'' I � . ''I , * , � I � -.1l" /01- !,�I,, �, I : , " � 11�K ''
, ,
��`,,,jj��,�;, �_ V) ,
I
\,",", / ,I � /1''l " (",\,� (i\ " ", \; , t , " I ,., � 'I., � . , :,��,�! �, , ". I \ ,.,t,
11, /0 �� �il�l 1, , ,� ''I I � I � ---*4 �1411., � � � , a - .
I I / I'�',,,f,'�,,,-',"',"����.�,,,,.,'� . . Iv, V4
, 1�,� � 1�1 ,� ,,! I ',,,���, A, , ': � -, �,X � "'. \,."'... ., ... - ".� ,,, I ; _r "I,V",'%i�: � ��
/y , ,. ', �+ 5
" I'', 1� 1, i, )
I
,/ ,!�, � � ,� � �,,t � _�,,*,_'_�,,: ...... it,*,"�,:,�,"", �.", , ; �,(_11 i ,� / , 1, �: a
i � . ',�, � 14 * �: t, 11`1 . . , ,, , 4 `�' ��,l�� . � , � � , , . t , , , , � , 1 � , � I I I
11 ��,,��,, , � I .: I I I
11�1 ,,, '. ,�� 11, ,�:f , � �� � 11 �.
� Y * I *11 I 1, "I, 11 4A_4_&11A' 1�_444��_,�_,�_*,,_ 11. ,� � / . , I
:, I I I" I/` � � � , � , I I , , I'� , I , , " � i I " " ) � ,� ,
I ? ;, t � , I , - ! , � , � . � ,� �' � . . � I �'J " I "I I I 1 I ,
I I I I t i J 4 1, ,`,,(,,,!, � � , - I
, � " ", I "I'll, I 11 11 11 I ,� � / I / " , ;�, �%'�'� �? ,� i, i"] I I �i I
, , "k I I I I , I ! �t'l /' , / � ,�,, i ; I ! / t - 11
I I I �j I r,
I I I l I i , , I I I I I � " 11 ! � i ! ! i ,�� " IV ^ "
, ) I , i
,
1,1", �' I 1 � � 1 i, 1 ! l �, II , \ t , , , / " , ! ; ,�
, � i, j
I I '� ,,, k" � - � , � I �), i V�'�' � � I " � I , �, I
,
I I I , �, , ) " I I , � i ) i )
/ I I I �'k�'�",'_,�: il� i : � "�,` \ � I'll I / ; / � "I f " " i I " j ,) " .ILI t � %
jj 1 � j"I"J , / � 11 I" IV 1�tJ '
, , I �
, '""', �i '' , �' � / ), � � I �! � J, ,,� I
� � �i�_t\,,,,� \\ �, � I I 1�
4, .��, � \ 1� / I , , 11, 1, I '/ , i,�,,�,_ ;_ I i .0'e, I ,I
11-- ____� �'111.111 1, I � , � / i,;" � I I - I
/ � , , �l �1, "', \ 1� ..1, I", / i �; I I I ,�' 1, � I f A il si'' I
,I '' � , , � I � / � �, ; , � I'll I � I
I i I � --,- ,� _Z_-��_, I - I". ''I".. "I I � / 1�, ''; " � I ll r I .1
__ I
, i ___11,---_i I 1� --- , 111 -,. __ 11 ", �:, "", � j 1� �* I
, , � , , - -1, - I '� - - I_- ____ -� - I I . I 1.11 I � ,, I I . .
i �'�� , '' __ z --' `111 I -1 .11 I -_ - �- - - - - 1"� - \" - i "
� , ,il:,_,", - - \1 _ I 1�, "I � - . _== - � I , I ; _ ,,, I ",-6-
- ii 'N' �,,' ",�,� i��, , " � -I,-- " , 1, ! i, " �', ,,,, ,� 11 14i "I �
, \ ��,� 1 I I �� / 1, - I
,� I �"',V\6,_ -,,:�:, .-:,:7 , "I � I 111111'' 1 , - '', � I i -� , It-O-)
I i I � �,,A, � ,,� �,. I I", - I "I I. I - " ... 1_�___ I I�F I � 11 I / I � I , ": � 1,�, 1( ! 1, I 00
� , , \ �* , '7�.��. �, � , - � A91 - ` 111-1 , ��j � S -)
,, \\ - /
-,
11 � \ ,, i'l ",'_�� _�� ,-,�� ��_ 1��::�: 1'1�', I -------- ----"-7 � � - -1 - - - - - - - __ I - __ __- - -----�-,, 7- __ " _j i I ��z / V ,� . at,
I
I
,�', I , 1, - , _77"", ,, , � I
"""", � ", :_ 11 _,�_- , " I �� _-, ,,,, ,.". " " - I I I','
, , - - - -,--- - _ - __ - - - __41 �', � I �1111 11--, � . f,
- ", _ � j; , "', - , -1, " , !!Im 1 � ,,�:'I,i'T"'
� A . ''. . " '_ ,�� , " __ _,:_Zl __' , , - , , ", - , a I __� , ", A ()PY
I , , , ", , , , - -
,� \, " -,�: _: '', t ' 11, I � ,
" 11
, 7 ��_.�_,_1,,�,, ,", ��,,; , , , , , , ",i-, -I'. �,,' , , '��'�_ �:'_ :_ I I � 1: '"' � 1�_ -,- - - .,_ ,,, " , __ _,�" I ___ -- , I 1,._.,1.1 , I I I . I -
fj,'t �� _�",,�,� 1:� " , I I - I
I ��:�,�,,�,,"�, ,:, ,� ,"-��, , -�:�7t�� � _:",-�,6_1 , ,',�,��,,:�',,-�-�'�:�,7�,�,��-,�-.,�,",'��.�,""�":,t-,7-"-',:','-�,"���z,',,, - - , I , l � I , ;, I t 7 , �
11 ,z� � , , , _� I
I , , , x , ,;::,�, STORAGE IN FIELD ROCK ' U') i , ( I
i � , "�, . , , Ah
,% 1� I -, �,:�l� , 7- � 7 -��, ',`1','_"�_', , I., 1�� " '' �_'__�_ 111111 , 11 � - " 1, 1 -.111-- ��, __ � 1 ��-,�7�, -,,�,,�-:, ,-_��_', , I "I'll" � 1�, 1, i ) �, �; I STORAGE VOL - 12,000 CF 11",
� �� " ,", I ........ 1,11- �:� _%V`_"'_ , - , , �1 "" I '11/1' I 11 I 1�111 _�, � 1-111, ,,�, _, I
� , ... . , _ , � 1, le, ,111 ,": 11 I - _ . , I I ''f I
- ,, """ I I - --' , / I �,' � 1 1 "", �`,J' ; i i I I 14�_
11. , , I '11� I I I`— , -�,,: " " 11 ," � �:�I, � � , I ,,,, I
I
,
I � 11 I I I - , �, �: , I , , - I I � I - , , ----- - - ,�7', 1�_��`, , . _,"",%�:,:-, ... .. .. . ,_Z�,_, I I � I I ; 4/ i P I - , I / a �,
Ji , , Z� ... � 4 � ,��,� - I I'll - I I - -1. - - , " - , , - �-_-:�,�, : �, �, , , , , . I'll ,,,, I . � � � , ,,,,,, � , , 1, "I , ,�: ,, --:" � , ,� " �� "I" ,�, ,,,.Q,, 41-'V ...
I , � -_',,,,,,�� - , ., �� \ I , , 11 �, -, , , , , - 'I, , � I I I 11 _11 _;� I'll, 11 I., _
I - 4, �,,,�','�-.- _ , __ �::_, ,_1�1: 7;_`�� ,,, 11 , 11 I I ,� � _7 � , , , I �, , " I
. , , ,, ", � _-, I � I - - , I'll � I - 11 , � I
� I I I , , , , I'll I ��:,�,, '', � I - .. "", '' - _--< � - ,,��' I � �
I � , ., "-""r",:�,,,-,�,,.��-,:�'-'- '' ''Ill I 7711-- __ I , I " '� - _ � \ , � " - ` ,,, - I , -1-1 - ", .- -� , 'I- I I H �, I
, ' I , , -, , I , , i ,
s � , \1� ___ 11;�' , , , , ,".. I ,� -_:�� _ - -,,,, , , - - ,, - , , , - , , , �,�� - - �: �, -,,:,- , � , , - I I ,.", , J, 11
I � � � ''I � ,,,, � , 7 , � I � , � �,"�, , � - I - I ��_ �,.�,:,�-:�,� '' I "'�""� �, " " � , , "� - - 11 I
� ,
WOOD 1 I I I �, , , L, 1,,,%', , ". �� , f", - I I,-' __. " - ; �;��__:� ,\ I '' , 1, A , "I , " , - 11 , I 11 . 1. 1, �, I 11 I , �, �', I r��,,i �i ,I Ili ; � i I 1�' I K �
L 1� �`�7' �.',, �� , � - , I '' I , , , , 11,1111- I 1 , ,
� ��, ", " ,-�:,',,, t , ,, _� 'i � :�,�, �� �',,, , " I ,
I , , 11 I 1 <':' � , ,� , ;� 1� , , I �1: I", I .: I 11 ,� "l- - ,
, I �� I ,�, "" \ 1, I ': I I I � ", " '__ " I I " I � 1� 11 1, , i T�, I ,
"I" �, . I ,,, , I I �, I , , I ,� " � 1, I I" 1, 'i "I , , . I - � I y � � I I
, , I , \ , , , , , I I , '' ", I" � 11 1, ", ,, � I Il , ,%, ! I I V') � � � I
, , � , ',�, � , �, - -, I , l, >11, I �� � ,,, I '' I '\ "I I 1, �, I � � '' 1� � � , I A \ , '�, I � � f I
I , 11 � -�,,, 11, \ \ �1_1_
BRID 1'� I !, � � , I—- 'I I/ I
� , " , , " , � " ,, , , " , " I - � � � , 1, I
G I I f \ 1, ", ,\ I-', , , '. � �,, , , I" , ,'' ";' � '�",: ", , , I , - �,�",\, , � 1\1 I , - e, ,1 I", I � , I 1, /A
I , , 1� I , ��� , ,� I
j � i , , , , � �:, _ i ,�,'j , , ""', �, I "', � , , 'l, , �, 1\ I �11�1 , � I I 1, I :, ;,�, . � 1, \ , , , � ) � ,, I "I -, , 4
i" , , \ ,, , I I , � j
, , 11 I \ " � . "�' "'' , I � 1�_�, i i , � 00e,
I I I I I 1� I 1, I -_1 �1� \. - 1:'' I I I I I I , �� I V , , , ", I., I � 0
I , , ", , � i 1, " � ", �/ t , , �
I I I I " , , i , � .'' I - J� ,
, , ,
�, , � , I I
, . I "Ill' , ", _.,!___, - - I \_ , \ " �, 1_'<1, 11� 1, " � , , , I,
- _Z, _....W� , , �,�� \ I I", I , , ", � I , , - , \ � � , - \ , I , ; .1 e Lb �, ,
I 1�, I I " ,-, � I 1\ , , "I. \ \ ,��', \ �1, , ,,, � � '� " \ �," ,,�, � I i � ��,� "� � ,� I
1C, , , ,/ I I \ , 1, I � \ , ,I � , - 11 - I � �, 1, �� I
11 �, , :� i, � I I I , , "" " �, I I I I , , I "
1
-.".6 `114___� 1;,�-"��-_.--_ -A�� �;�_;;- _;� " �1\ , 1� ,, , � � �, � , � " "I I I \: ,�
- ,4,;r_.._,,__________ '.11 , - \ \ � � " �: "'�� " ,, \ , '' � � I I - - \' \ 1,% l "�,�. ,,� ) i �, �11� 1�01 1b 19Le
I ,
__"6��_....�r_,__) ,� ��L� , "; � . / "-, ,,, ,_'� 1, I 11'1'�:"�', ' .11,11_� I )" i � " - 5 , ovt
�_ - � ��, -1 � "I'll, �,' I ,�, '' I I , I �1 " I\ " \ ,, " I , I", � ,
� 11 I "u, , I., I � V /, / : � � I " �,i�l : :' "',�,�',�,�,', ", " ,,, , I , I I , " .,
I �;�_...,�__ _�P` , ��-1�4�L.__..,_", ��4�:�� 'i ,!, , , �:�.�,�, �,�'� "
_\ . 1� ,
I � I I I , �.�.4 �L �._, �;�� ,,% � &" �
I , - �� _ ,,�
I I . ,,I I , -*� i1n,vL*11 4�p
.1000" ,�,
I I el I � " I I
,J _11* �, "I "I � , I " , , ju� , .
"
", - .
,
I �b . , , , I 'C
I
I I , 6
I �
I
- .1 �
I
1,
,
11
I
I
,
-
I
T
I
I.
I
I
Y
�
I
I.
-
-
i,
,
i 'I I
I I I Z
-11 I ` I/
''I �
�, I
I
II
\\ ,
,
,
11,/, ;_,,`� "Ili
t
; ;�`,,�',,,,�,,��
i ,,��
� "
��_,�i,,,'
J�,`,,
,1,1v`,,`�
I I
Iew-11-1
r !�, 6 C�, � '. � ,:�) I
1� - r�,_�
4 1 " L)�) iMoll"
-
- ,
I I
,v',,�,',�,
� � ''I,
� '11� I
,
"
,
"" "":
� �,l
,
I
I N "
I
,V'l 11'�
��,, �
:,�,��, 1�,,
,
,,,
, I
rk,:,v
", ,,,,,I
�,,,- �,; ',
" �
,�� , 11
I", - " ,
I
Date: - 7/18,/2018 -
Job No.: 21739
Drawn By: IVINF
I -1 I I 11. 1 1-1-1-1--
Checked by: JLA
Revisions
# Date Description
GRADING &
DRAINAGE PLAN
-
'�' ?""", '0
"
""", I "Ill "
"I 4
11 I I
I
11 1, A
"o."", .'�',,. �",�
771
CONCRETE
WHEEL STOP
(TYP)
HEAVY DUTY ASPHALT
PAVEMENT (TYP)
6 DCDA VAULT
1 4 DOMESTIC WATER METER
SOFT SURFACE PLAY
40 0 20 40 80
Scale 1"=407
PROPERTY LINE
EX CONTOUR (INDEX)
EX CONTOUR
PROPOSED CONTOUR (INDEX)
231 PROPOSED CONTOUR
RIDGE RIDGE LINE
SPOT ELEVATION
FF 78.0 FINISHED FLOOR ELEVATION
EX BUILDING
PROPOSED BUILDING
CONCRETE PAVEMENT
HEAVY DUTY CONCRETE
ASPHALT (AC) PAVEMENT
HEAVY DUTY ASPHALT
(AC) PAVEMENT
GRAVEL SURFACING
MULCH SURFACING
SITE WALL
VERTICAL CURB
CURB AND GUTTER
PRE —SETTLING BASIN/SAND FILTER
QUARRY SPALL DISCHARGE PAD
AREA/YARD DRAIN
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAINAGE PIPE
FOOTING/SUBSURFACE DRAIN
DETENTION FACILITY
STORM DRAIN CLEANOUT
FOOTING DRAIN CLEANOUT
DOWNSPOUTS
_ss— SIDE SEWER PIPE
SEWER CLEANOUT
LJ
SIDE SEWER CONNECTION
SSC0 SSMH
BOLLARD
FIRE HYDRANT
WATER FITTINGS
W WATER SERVICE LINES
WATER METER
WATER SERVICE LINES
FIRE SERVICE LINE
FIRE SERVICE VAULT
--FIRE SERVICE CONNECTION
k
YMk
Al,
4
Date: 7/18/2018
Job No.: 21739
Drawn By: MNF
Checked by: JLA
Revisions
# Date Description
PAVING &
UTILITY PLAN
PARTIAL "SEE -THROUGH" VISUAL SEPARATION WITH A MIXTURE OF
EVERGREEN AND DECIDUOUS TREES INTERSPERSED WITH LARGE � 1, I
COVER (INCLUDING EXISTING VEGETATION � : I �
�, I 11 I WHERE SHOWN.) SPACING APPROPRIATE FOR SPECIES AND INTENT. I
, 1: 1� I R/W IMPROVEMENTS PER CITY: OF FEDERAL WAY PUBLIC WORKS DEPT.
: , �, � I ,� , 11 I 'STREET FRONTAGE IMPROVEMENTS DEVELOPMENT STANDARDS.'
! � I i �N R/W ,/� I,--,-,,- I 11 I I 11 I
I I I 1�1/1�'1'11_1 f, � ; I � F /' """ I
11 , � I .�.. IV . I - �� 'i�� I ; �, � I 11 11 I I 1, I I I I , I
, . , . / , ,,, ), , - I'% , , '<) � ""', � , "'� , " � 1� , � 11, I 11 ' F, - , ` I � I
;/ .: I ", 1-111, I _ ', �,�! ,� ", � 11 �: , ", ", I 1� '\"-III I
"I \ I' " i ""\" , , ONC;iT;E RETAININ
. � ,,�n I �`,',c , , �7,,�l I/ � , � , /� , , " , , - , I "'>111, I ,
- � , ", I / I 1 "Irl"I"C' \ I I �� � " ')'�', � , " - , J\�_','�1�11 ,�1111�1�'IA4:;_-�_�,', 1 17 , = � ,"-, ".L-l",� '�z ,,!.�i *, -_, ,,,�"' , .."', , I
, ,,, , -, , - �.�J";�,�'��:`�'_"�', 1_1";:E�_1'1, - j,�7_', - - "", "I J� ,�, - - �,, , , , I �,
i1 1 \�,"11 I , I �� * I I
��; I i ; � 1, I I '', I � '', , ,,,, �i `11 � 11 \\\''' , , �, N , , ", "' "IN < ,� ,� �,� ,, � " /', "', ",�,,,�, I � , �` - ,� , I I
, " , "" , \7,,,,\'31�`,�--� , �, .\1 , � � �V 11-111-11- __ ""__ - , , I �,,,',,,` 'I
I � , - "I � , I , 1�' �
", I i t,, i
, , " 11 _�l - " I i ;
, , , '' \��,`, 11� , , �,�, ,,
, ''" __11 I ,
7 ,
I "I , \ "", � , �,",�,"',\,", "", � � , ,�\ � "' "I
I - , ,� I I I �� �, "I I ,�o , �, , " � �, � , �I � I " � \ "', ,,�\�k,� ,,, ,,',':�:� , I � ,4 1 �, � ") 11 "Ill \11 SEE CIVIL 3111� CONCRETE RETAINING WALL, ' '�� I
� " � , , � \ "", "I 11-111
' : I � �, , I �� , "I' 1, , 1 � , I "�,,�,�,�,,,�,:� " , 11� 1� , "', 1, 1- , 1, , I " 1; � �11",' - (", I, "I SEE CIVIL FOR ELEVATIONS 9 ,
",I I ,�, ��iQ "I "I'll" 1""11-- ,", il�","f-,,��-"-",�,,��-��--"'�,�,�"'-f�-,-,- __�_7_,; - -,,�� '�� I ''I I'll ''I
i ,
I I �: , I � , I � 'I, I , , i" , I , BUFFER ,PER _WRC -19.125,050'
i� [ '"'' " '''"' , I 11 1, � ) ., __ -I -1 1. � ��
t �, 1, I " I " , " , ,,,,,, " " ", � , � �,(,, N �,,�Q,, PERSED WITH LARGE
�'� " 1�",; ,�"""`,, /
I \ / /1' I :� Ile
11� I ,1 ,,,, I � '01 1. �11 I I'll 11 � , � I ','V�.,,
, , � I � I - � �, , r, " �, , , , , ` ! I 1"�"*,�',��,�R'4�,,,,:�' ,,�,`I',',�Z,;,,�,
11
4 , � , I I I I �� I � "i � �L_ [�,,�_�_, ,��,,',;,""-�',
PARR N AND : �, - � ��:, � : � �: , , 'O, , ;1 � ,I --.., I ��_ I _,_)�,�,,�,;, -,-- � I
I , , � , , , , '' 'O 1-1)
I � " I � ,,� ����,,�'-�,��j�t��1.1��",,-,-,--,�,�,,�",,�,,,��-���,ii�, ',, - ) � �' "\\��
, ):,t" I -, 1, I '', I'll � ,, I : _�, , �,j I I
/� '1111 1 - I � I I �, � a �',� : ""', 4 ,,, -1�'. ,,� ", " 11 �_,� ,,,�,,%:��- I ,
"I'll I I 11 1: ",H61' \ I �F.'��_A��,� �,�:: I � i/1 1, 11 ''
( I I I I : �, � , , CHAIN LINK - 1, 1� �� I , I
( , , � I I ) � � . . i. - � - I I '. � .: I , I . � - I - -, , ,,.:�, -,.
,,,,,,,,. " 4,�,,�', , ,,,, 4',,,t%,,�,4� ... ;_ ,\ (D I , I I I , I I . . , I , W * * . # . , * . * * . * * . * . .,. I � .1 I 1_ - 1, � 1�,�, -1 N%,�," � I
I i , , � ; I I .. � � ': . . , . � ', ,%',�\� ... �,:',%),,,"� &
I I Y � 11 1-111", � A� 11, i I : I I , I " . 1. I . : I I . . . . * * * . . . * . . . . . . %%....... . . * * * * . * * . ... . . � I 1. . �' I " __ � . I I
Y ��"_ I I I : 1 1 1 1 . . . . 0
1 , ,,, I � � " I 11 1. I . " " . . . - ", , � . - �
I , 1'� , " I I I � I I 11 1� � � . '. �� I I I , , " . , � . . ,. * . . . , '0 . . . * . , �,, 1�"111 ": _',�_; , I
k, , , I I I I � . ". 1,
, , I "I - I 1. � � . . I � " - , -
� , � 'k � I I I I I i ! ''I , " . 1. 10 . . . . . . . . . . . . , .
� I ''I 11 : � , 11 � 11 � . I I I . # . * * . * 1* I I � .1 - _ , �", , ,,, ., ,
'I'll I . � . � " � � � ��, .
- I I . � I ,
� I I � I ' I , . v ,� ". ,* * ,O " . . . . " . " 0 # 0 . . * 0 " * . * . . . . : . � � � ." I
1 , I I . . . . . . � " , "i " �,:�, 1�� .
I � � I I i , � ; . . - � � � . * " . . . " � 1, I I- 'I
� ;� - I I I
il � " ., , . . . � . I . . * * . . . I . �""�,�_ �,,, , � , ', -, - I 11
I I , , , �� " '':� I .1 . � IV * * 0 . .1 . , '_
� - � , I- ,� s"�: I 1 I
�� I � � I , �, " ,� . * * . *
t� : � , � � 1� � � , ,-,:,_1, � �1 , I . I �, I * * * . * 10 . ., .. � ,, V I .
I � I , , * * * * 0 i - �� , .
I I " ,� , , ,4�, ;�, _ ,�� I I * . * I " " 14
I . , � " �.=��,��,,,-, ,,� I t .,- , ., � I . * . * 0 , . ." . � :-::",\ \ V 1, -,-, V � ", . I � I
, ,", , ,., - , , - - . ; - - I 11
, ` I , " ;" , 1 " , , - * , , . . . . * * . . . . t' I " , -, " \� \ , � ,� - . I 11 I ! ,: 1. I
I I � I I I .1 " �� .� I � I � . # * . . . I . I . , " "I I I I I I ,
� , � �
1 % I �� , , �, I I `,� , , . * * * * I , . . I I
. . . .... "I . I
I . . . .... "I �:� I
I I .. I 11",O,��,U , -
� , � � . . I I
� ! �, ,. *. � * . : - - .. * 0 . � � I . , _11, 11 I
I I ! ; . _,� ;� I 1 , ; �� �, , " * , * ,* , , , " , , , , * * * , * * * * * * * * 0 * * * * * * * * * * * * * * * * * * I . , N'�,'," 1�
� ,� . , � C �,' , " ` �� :, �:�:" " ` * * . I � I t' � \��-'. - �' � �
I ") , � ,�,-�', 11_� ',��", I I I - 1� - I - ` � I I : . . . . . . . . . . I
I � i" " , � , ! ,,, "� i �! ,-` , � . .1 .. "I I I . 1� . . . . . . . . . . . . . . . . . . . ... . . . , - , 1,":, ��,`-, \ \ %� , " \� ',�,,',4,� � .
, � , ; 11 . . . . . . . . . . � , .11", - - , � I
" 0 * 0 0 �
i 11 � - . , . . . �. *' * . , � \�, 1. ,
1:�,�,�,;_,, �_,Y,,,�',: � , , � I . . * . * . . � , I . I
,� I , , , I ,:'�S,�,N,X,,,�',--�:",." _� I ,
I . � � �,,�' �� . . . * . . . . . . . . . . . , ,
I ! � . � ,
, 1 , � � I * . . . . . . * * . * * . .
�i . -� - - - q- ,� . �: , � I * . * * # * - . * * * * W * * * . _1 . 1. _ 1,11 �N�� I Q, 11 � I -
I �� , 17, �,,�_ , ,,, ,,,, All,l I'll .. n_ � 1�11 ��,_11 li11�11,11.1 �, I , 11� - " � , *. - I " " , , , , I � . . , * . . . V 0 . 0 * . * * * * * # * . �. . , ,� 1� ,� 1. I I I I I
. 'i - �,, I � �,, 4 � � * . . * . , . * * � � \ - . I
I I 11-1 . � � * 0 0 0 * * * * , , . : I --'- "�\ �.% 11 � � I I
i3 , _,_ �, I � . . � , : I � 0 . * 0 W * * 0 * * , \'- \ � � , , I
. , 1i , ", � . ,� . . . * * * * I I : . I , "I I I I
, I I * . W . # * * . * , . . I \\ �, - � � I I �
, � 11 I � , , 4. 1 �, - .� I * � \� , , I I ,
, I . . �. I � % , � . " # * * * . * . * * * * * . * W . . �, ,\ ,"'N' . _� � � . : 1� .,
i� 11 i �j *." � I . � I � I I . . * , � . 1:. . I \�� - I\V .1 " . �
" "" , I ,"'i"'Y � , "i 1 i
i 11 I 1, , ; �, * . * . * * . I*
" I ,
I , , , . * . . . . I . , I I - I , I , I
, , � * - * . . * . . . I , ",_�_\, � .1 11,� - \ �1, i I I 1. �
I . , I'll-, 11 I 111 ,1111 � . . � I , * . . . . . . - * * * " ,� " � "',\ \ i , �, I
1'. , , ",��, j 11, I � If * * * * * I � . I I I I
I ,"� . , I , � � � ;I , . I � 11 � . . . - . * * . . . * * . . . . * . * . 10 . * * . . . I . . , . � � . I ,�\\ ,� ,� ,� , 11 I � �
�, , . * . W 1� I , ", , , ��' ; I *
I i I ,�", ! , . . . � : .1 � . . . * * 41 * . * * * W * . * . - I * . - -1 1;�� 1� I � :
� - � , , � * * * ,\
I � I , I ,j " , � , � I . I , I * * * * . . . * . I I
" I ,� ?��:�,";�#��I� (, ��" , ` , "' , ** , , , ,
I �i '-, �� " " 11 , . , . I � . . * * . * * . * * , . - .1 . . , \ Q,�11 ,
0, : � P , ; I ", I 1i J�,, . t- ,�( 11 � , , , . I I . . W * 0 0 10 . . . . 0 . * 0 * 0 . 0 . . * � I . , I I 11
, "I I f �", i I' "'C', , , . I , . . . . . � '. , _--"N\��, - � I
I " � ,
i4 I . � ,,,, ,; �� - . , I , � , ,� . � 'W 'W . . . . . . � � :
I I � 1. 1 , ,� I i i 11"', "' I " ?�,,� I I . I . � � � . * * . . * 0 . * �, I � . . I , __'v \,
'11, ,� I ; 1� 11� ".1 I � I , *
1 � �� , ,� - � ,", " � i! . , � - . . , I � : I * * * * 0 * . . �. . " . . ", ` I I I I
I I , �11, . � �, � . 1, * * * * _ . , , \ ", -�",\"��i"* - �� "
11. - I \.1 -, i, , , , ;� " " I I i I ,,��; .. I .., . . .. � .*.'.' PLAY FIELD . . . I I 1,
�7 , I , ., �' " ,� ., � ,�-. . . . . . . . . * * * * * I , � � I I
''I I ,)�, , .1 � i 1"',"�:,� , 1'1�� � , " " � el, . . . . * * . * * * * * * * 0 , '.. . �', � � � , - . � I I I
I � I I I I � " , ,, �1 I � "'i �: I � � � � , "\ """I - 1, I
I �, �'. � " � � . .. . . '. , . ", , . .. . � . � I . . I . . . . I '. � I . � 1 E CONCRETE URB - - , " .. , . , , , . I ".� I I I . ::� / �; 11 I , , � ''I I
I � ,Q1, --- . P'' _ , , - -- I/ 11 _10 I "I 11 � "''41, 11 I
-1-11 VN�
_/ /
/-_._-_-_:�', - �11 It- QS.-I
r!-= N 7�7 t-\-Z 42Y ""', ` � A1_.1__._1--_�1 �:
1_*iv�
I LINK FENCE PARTIAL ' LARGE
SHRUBS ENT.
WHERE SHOWN.) SPACING APPROPRIATE FOR SPECIES AND INT
_7=_____,
___
mmi
I===
0
0%
0
W
x
1�=
0
0
>.
mmi
W
,
0
<
-
0
I==
,..:
=:
Z
u
W
- = >
'600
0)
m
>=
uj
C:�
qct
<
^.i,
3:
0
Mai
0
0
3:
LLJ
0
0
LL=
3::
_
o=~"�___'_w�_
LANDSCAPE PLAN
� i """ i ,
�, R "'1%1_1
1. ALL NEW PLANTING AREAS SHALL HAVE AN AUTOMATIC IRRIGATION SYSTEM WITH
FULL COVERAGE FOR PLANT ESTABLISHMENT.
2. ALL PLANT MATERIALS SHALL BE ADAPTABLE TO THE SITE CONDITIONS AND SHALL
MEET THE MOST RECENT AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1).
TREES ARE LISTED ON THE CITY OF RENTON "APPROVED TREE LIST."
3A TOTAL OF 8 IN. DEPTH OF SPECIFIED WEF"D--FREF TOPSOIL. RICH IN ORGANIC
M IE NIAI. 1 .BHA 11 !_ I.__ IN._ IAEI1 C) IN A a
All N E. W I ANI..SCrAI E." AID ; A E .,
4. A TOTAL OF 3 IN. DEPTH OF SPECIFIED WE ['J) -FREE MULCH SHALL I31; INS TALE E D IN
ALL NEW TREE, SHRUB AND GROUNDCOVER AREAS.
5. ALL LANDSCAPE AREAS SHALL HAVE ADEQUATE DRAINAGE.
6. WHERE GROUNDCOVER IS INDICATED, IT SHALL BE PLAN IED Al THL SI'ECII IL
SPACING THROUGHOUT THE BED, INCLUDING AREAS UNDERNEATH AND
SHRUBS. START FIRST ROW 10" FROM EDGE OF BED.
7. ALL ROOT PACKAGES MUST BE FREE OF ANY WEEDS.
8. ALL TREE STAKES MUST BE REMOVED BY THE CONTRACTOR BY THE END OF THE
FIRST FULL GROWING SEASON.
9. REFER TO PLANTING AND SEEDING SPECIFICATION FOR ADDITIONAL REQUIREMENTS,
INCLUDING EXTENDED MAINTENANCE REQUIREMENTS.
10. REFER TO CIVIL, DEMOLITION DRAWINGS AND SPECIFICATIONS FOR REMOVAL
REQUIREMENTS AND UIROlI"'IC 11ON I I-;.N( ING AROUND EXISTING VEGETATION.
NOTES:
1. ALSO SEE GENERAL PLANTING NOTES, THIS SHEET.
BROADLEAF TREE
2. PRUNE TREES ONLY AS DIRECTED.
ARBORTIE SOFT POLYPROPYLENE
MATERIAL, 3/4" WIDE, MIN. 900
LB. BREAK STRENGTH. NO
II
RUBBER HOSE AND WIRE
SYSTEMS ALLOWED. ATTACH IN
FIGURE 8 PATTERN AS LOW ON
MAINTAIN OR CREATE
THE TRUNK AS POSSIBLE,
A TERMINAL BUD ON
II
FASTEN TO STAKES WITH 1"
A CENTRAL LEADER
11
LENGTH ROOFING NAIL.
REMOVE OR CUT BACK
IF REQUIRED, PROVIDE UP TO
CODOMINANT AND
(3) 3" DIAMETER LODGEPOLE
POTENTIALLY
PINE STAKES, DRIVE INTO
CODOMINANT LEADERS
..�.I
SUBGRADE AVOIDING DAMAGE
REMOVE CROSSOVER
Ij
TO TRUNK OR ROOTBALL. TOPS
BRANCHES
1
OF STAKES TO BE 5'-0" ABOVE
/
FINISH GRADE.
0 THIN TIGHTLY SPACED
BRANCHES _
!
TRUNK FLARE MUST BE VISIBLE,
SET CROWN OF ROOTBALL 1"
ABOVE FINISH GRADE
� ELIMINATE LOWER
SPECIFIED MULCH (PROVIDE 6'
CROWN BRANCHES TO
,-
-'
DIAMETER MULCH RINGS IN
SPECIFIED CLEAR
LAWN AREAS)
TRUNK DIMENSION t�
CREATE 3" HIGH SOIL SAUCER
AROUND EDGE OF ROOT PACKAGE
FINISH GRADE
SPECIFIED IMPORT TOPSOIL
ROOTBALL TO BE'�""
--
REMOVE BURLAP AND TWINE
APPROPRIATELY
_
OFF TOP 1/3 OF ROOTBALL
SIZED IN RELATION I -
n1'
j I
AT A MINIMUM. CUT AND
TO CROWN OF TREE "(O
I
m
FOLD DOWN TOP HALF OF
ANY WIRE BASKETS
-71
cli
jj-J
AMENDED SUB SOILS
BREAK UP SIDES AND BOTTOM
SPECIFIED FERTILIZER
w MIN. TWICE
OF PLANTING HOLE
TABLETS IF REQUIRED
ROOTBALL DIA.
COMPACT SOIL BENEATH ROOT
BY SOILS TEST
PACKAGE TO ELIMINATE
SETTLEMENT OR SHIFTING
R�
��CIDU U TREE NT'IR�
r
0
o�
0
z
w
ca
w
bi
It,
v)
LANDSCAPE SCHEDULE LANDSCAPE CHEDULE CO T'D
SYMBOL BOTANICAL/COMMON NAME SIZE/CONDITION/REMARKS SYMBOL BOTANICAL./COMMON NAME SIZE/CONDITION/REMARKS
DECIDUOUS R
ACER RUBRUM 'OCTOBER GLORY' MIN. 2.5" CALIPER, MIN. 12-14' HT. , WELL —BRANCHED ABOVE 6' HT.,
OCTOBER GLORY RED MAPLE MATCHED, B&B.
111._IA CORDA I A 'GR'EENS'"s i1:' MIN. 2.5" CALIPER Mi , 12-14' �T. 'VELL—BRANCHED ABOVE 6' HT.
' '
i I-i 9
GREENSPIRE LITTLELEAF LINDEN MATCHED, B&B.
DECIDUOUS SHADE TREES
ACER RUBRUM 'OCTOBER GLORY'
MIN, 1.5" CALIPER, MIN. 12-14' HT. WELL —BRANCHED ABOVE 6' HT.,
OCTOBER GLORY RED MAPLE
MATCHED, B&B.
ZELKOVA S. 'VILLAGE GREEN'
MIN, 1.5" CALIPER, MIN. 12-14' HT. , WELL —BRANCHED ABOVE 6' HT.,
VILLAGE GREEN ZELKOVA
MATCHED, B&B.
FRAXINUS O. 'RAYWOOD'
MIN. 1.5" CALIPER, MIN. 12-14' HT. WELL —BRANCHED ABOVE 6' HT.,
RAYWOOD ASH
MATCHED, B&B.
SMALL DECIDUOUS TREES
ACER CIRCINATUM MULTI --STEMMED, MIN, 6-8 HT. MIN, MATCHED, B&B.
VINE MAPLE
CORNUS KOUSA SINGLE OR MULTI --STEMMED, MIN. 6-8 HT. MIN. MATCHED, B&B.
KOUSA DOGWOOD
HAMAMELIS VIRGINIANA MULTI —STEMMED, MIN, 6--8 HT. MIN, MATCHED, B&B.
COMMON WITCHHAZEL
EVERGREEN TREES
PILAUS CONTORTA
MIN. 6'-w-8' HT., FULL & BUSHY TO BASE, B&B
SHORE PINE
PSEUDOTSUGA MENZIESII
MIN, 6'---.8' HT,, FULL & BUSHY TO BASE, B&B
DOUGLAS FIR
1HUJA PLICATA 'FASTIGIATA'
MIN, 6'--8' H.I., FULL_ & BUSHY TO BASE, B&B
I°IOGAN CEDAR
PI US NIGRA
MIN, 6',8' I1T., FULL & BUSHY TO BASE, B&B
AUSTRIAN PINE
Sf, FDFD LAWN (SOD WHERE NOTED)
WATER TREATMENT (GRASS SL�I"D)
SAVE AND PROTECT, SERE.: CIVIL FOR
E XIS ING TREES TO REMAIN FREE PROTECTION REQUIREMENTS
CONIFEROUS TREE
ARBORTIE SOFT POLYPROPYLENE
MATERIAL, 3/4" WIDE, MIN. 900
Lf.3. BREAK STRENGTH. NO
RUBBER HOSE AND WIRE
SYSTEMS ALLOWED. ATTACH IN
FIGURE 8 PATTERN AS LOW ON
11-IE TRUNK AS POSSIBLE.
I"A TEN TO STAKES WITH 1"
LENGTH ROOFING NAIL.
(3) 2" ROUND LODGEPOLE PINE. r
'TREE STAKES INTO SUBGRADE
(MIN. 8' LENGTH) L
c
c
SPECIFIED MULCH (3' DIAMETER
MULCH RINGS IN LAWN AREAS)
FINISH GRADE
SPECIFIED IMPORT TOPSOIL
REMOVE BURLAP OFF TOP
113 OF ROOTBALL
SPECIFIED PLANTING BACKFILL
UNDISTURBED NATIVE SOIL OR
COMPACTED PLANTING BACKFILL
BREAK UP SIDES AND BOTTOM
OF TREE PIT
LARGE SHRUBS
MYRICA CALIFORNICA
MIN. 24" HT., FULL & BUSHY, B&B OR CONT.
PACIFIC WAX MYRTLE
ARBUTUS UNEDO 'COMPACTA'
MIN. 24" HT., FULL & BUSHY, B&B OR CONT.
COMPACT STRAWBERRY TREE
RHODODENDRON 'LODER'S WHITE'
MIN. 24" HT., FULL & BUSHY, B&B OR CONT.
LODER'S WHITE RHOD.
GARRYA ELLIPTICA
MIN. 24" HT., FULL & BUSHY, B&B OR CONT.
SILKTASSEL
RISES SANGUINEUM
MIN. 24" HT., FULL & BUSHY, B&B OR CONT.
RED FLOWERING CURRANT
MEDIUM SHRUBS
CORNUS A. 'ELEGANTISSIMA'
MIN. 18" HT. & SPR, FULL & BUSHY, B&B OR CONT.
VARIEGATED DOGWOOD
HOLODISCUS DISCOLOR
MIN. 18" HT. & SPR, FULL & BUSHY, B&B OR CONT.
OCEAN SPRAY
LONICERA INVOLUCRATA
MIN. 18" HT. & SPR, FULL & BUSHY, B&B OR CONT.
TWINBERRY
MAHONIA AQUIFOLIUM
MIN. 18" HT. & SPR, FULL & BUSHY, B&B OR CONT.
TALL OREGON GRAPE
CORNUS S. 'MIDWINTER FIRE'
MIN. 18" HT. & SPR, FULL & BUSHY, B&B OR CONT.
MIDWINTER FIRE DOGWOOD
SMALL SHRUBS
SPIRAEA BETULIFOLIA 'TOR'
MIN. 12" HT. & SPR., FULL & BUSHY, B&B OR CONT.
BIRCH LEAF SPIREA
CORNUS STOLONIFERA 'KELSEYI'
MIN. 12" HT. & SPR., FULL & BUSHY, B&B OR CONT.
KELSEY DOGWOOD
CALLUNA VULGARIS 'SPRING TORCH' MIN, 12" HT. & SPR., FULL & BUSHY, B&B OR CONT.
SPRING TORCH HEATHER
CALLUNA VULGARIS 'FIREFLY' MIN. 12" HT. & SPR., FULL & BUSHY, B&B OR CONT,
FIREFLY HEATHER
POLYSTICHUM MUNITUM MIN, 2 GALLON CONTAINERS, (10) HEALTHY FRONDS, FULL AND BUSHY
SWORD FERN
ORNAMENTAL GRASSES
MOLINIA CAERULEA 'HEIDEBRAUT'
HEIDEBRAUT PURPLE MOOR GRASS
CARER M. 'ICE DANCE'
VARIEGATED JAPANESE SEDGE
HELICTOTRICHON SEMPERVIRENS
BLUE OAT GRASS
MISCANTHUS S. 'MORNING LIGHT'
VARIEGATED MAIDEN GRASS
ARCTOSTAPHYLOS UVA—URSI
KINNIKINNICK
RUBUS PENTALOBUS
BRAMBLE
GAULTHERIA SHALLON
SALAL
MAHONIA REPENS
CREEPING OREGON GRAPE
PLANT SHRUBS AT SAME
GRADE AS NURSERY
REMOVE BURLAP OFF IOP
1 /3 OF ROOTBALL
FINISH GRADE
SPECIFIED MULCH
SPECIFIED IMPORT TOPSOIL
B&B OR CONTAINER
AS SPECIFIED
SPECIFIED PLANTING BACKFILL
UNDISTURBED NATIVE SOIL
OR COMPACTED PLANTING
BACKFILL
MIN. 2 GAL. CONT., FULL & BUSHY, B&B OR CONT,
MIN. 2 GAL. CONT. Q 18" O.C., TRIANGULAR SPACING,
FULL & BUSHY, B&B OR CONT.
MIN. 2 GAL. CONT., FULL & BUSHY, SPACING AS SHOWN ON PLAN.
MIN. 5 GAL. CONT., FULL & BUSHY, SPACING AS SHOWN ON PLAN.
1 GAL. POTS @ 15" O.C. TRIANGULAR SPACING, START FIRST
ROW 10" FROM EDGE OF PLANTING AREA,
1 GAL. POTS @ 18" O.C. TRIANGULAR SPACING, START FIRST
ROW 10" FROM EDGE OF PLANTING AREA.
1 GAL. POTS @ 18" O.C. TRIANGULAR SPACING, START FIRST
ROW 10" FROM EDGE OF PLANTING AREA.
1 GAL. POTS @ 18" O.C. TRIANGULAR SPACING, START FIRST ROW 10"
FROM EDGE OF PLANTING AREA.
NOTES:
1. ALL GROUNDCOVER TO BE PLANTED AT =SPACING
(TRIANGULAR) PER O.C. SPACING ON PLANS
& & & 0 &
GROUNDCOVER .— EQ.>
TYP.
BACK OF CURB
OR BED LINE
GROUNDCOVER PLANTING
v
Scale: NTS
CL
u
L
z�
°al
0�
z
w2
uj
�r
k �n
0
7 : g.
f`;.,,.
v
B
u
e
C)
Mom."
t
,,,,,.
CO
3C
ujl
,
;, �ro�
,.
> ;I
Ftxh
U.)
...,
'i '�•
TM Jr
S
rot x YY.
t,i..p
$ I
M
t
't"
xt4,"\�t�r
uj
a
LwL
0
ik v n`4
k�,�
� v
d
3::
UvM`
yy
„,.,:. a zd':
#i
e �:
t ,
um
;;;_
Date: 07/17/2018
Job No.: 21739
Drawn By: NL
Checked by: NH
Revisions
Date I Description
Landscape Legend
and IM`.
ils
ARCHITECTURAL ABBREVIATIONS
REFERENCE SYMBOLS
A
D
I
P
STC
SOUND TRANSMISSION CLASS, STAINED
A/C
AIR CONDITIONING
D
DEEP, DEPTH
IBC
INTERNATIONAL BUILDING CODE
P
PAINT (099000)
CONCRETE
AB
ALUMINUM BASE, ANCHOR BOLT
DBL
DOUBLE
ID
INSIDE DIAMETER
PAR
PARALLEL
STD
STANDARD
GRID NUMBER I LETTER
ABE
AIR BARRIER - FLUID APPLIED (072706)
DD
DESIGN DEVELOPMENT
IE
INVERT ELEVATION
PB
PANIC BAR (087100) OR PUSH BUTTON
STG
SEATING
ABS
AIR BARRIER - SHEET (072700)
DE
DRY ERASE WALLCOVERING (097200)
IF
INSIDE FACE
PC
PORTLAND CEMENT, PRECAST CONCRETE (034100)
STL
STEEL
ABV
ABOVE
DEMO
DEMOLISH, DEMOLITION
IGU
INSULATED GLAZING UNIT (088000)
PCF
POUNDS PER CUBIC FOOT
STO
STORAGE
C
EXTERIOR ELEVATION LETTERS
ACC
ACCESS, ACCESSIBLE
DEP
DEPRESSED
IMP
INSULATED METAL PANEL (074219)
PCPPORTLAND
CEMENT PLASTER (092400)
STRC
STRUCTURAL
A401
ACI
AMERICAN CONCRETE INSTITUTE
DET
DETAIL
INCAN
INCANDESCENT
PDR
PAIR OF DOORS
SUSP
SUSPENDED
SHEET WHERE SHOWN
AC,00,�
A Cal r,� I Ik' 1
01,
L)IN"INKING FOUN LAIN
IN(J_
INGLUL't,
LIED
PEDESTAL
S IV
'I 'I
S -IEET VINYL k'01, C 5600),
ACT
ACOUSTICAL CEILING TILE: (095123) (GLUE ON)
DIAG
DIAGONAL
INFO
INFORMATION
PER
PERIMETER
SYM
SYMMETRICAL
^AA S'
BUILDING SECTION LETTERS
AD
AREA DRAIN
DIAM
DIAMETER
INSUL
INSULATION
PERF
PERFORATED
SYN
SYNTHETIC
ADD
ADDENDUM
DIM
DIMENSION
INT
INTERIOR
PERP
PERPENDICULAR
SYS
SYSTEM
SHEET WHERE SHOWN
ADD'T
ADDITIONAL
DIV
DIVISION
INTG
INTEGRATED
PF
PLASTIC FILM (088000)
ADH
ADHESIVE
Dr.
DEAD LOAD
PpB
PREFABRICATED
T
WALL SECTION LETTERS
ADJ
ADJACENT
DMP
DAMPER
i
PEN
PREFINISHED
I
TREAD
Y^C
ADJST
ADJUSTABLE
DMT
DEMOUNTABLE
JB
JUNCTION BOX
PK
PARKING
T&G,
TONGUE & GROOVE
SHEET WHERE SHOWN
ADMIN
ADMINISTRATIVE
DN
DOWN
JF
JOINT FILLER
PL
PLATE, PROPERTY LINE
Lf,,i
TOWEL BAR (102800)
AF
ACCESS FLOORING (096900)
DP
DAM PPROOFING (071100)
JST
JOIST
PLAM
PLASTIC LAMINATE (064100)
TC
TOILET COMPARTMENT (102113)
AFF
ABOVE FINISH FLOOR
DR
DOOR
JT
JOINT
PLBG
PLUMBING (DIV 22)
T111-
TELEPHONE
6
DETAIL NUMBER
AGG
AGGREGATE
DS
DOWNSPOUT
PLF
POUNDS PER LINEAL FOOT
IT'imr,
TEMPERATURE, TEMPERED, TEMPORARY
AHJ
AUTHORITY HAVING JURISDICTION
DT
DRAIN TILE
K
PM
PERFORATED METAL (055000)
'IT I K
THICK, THICKNESS
SHEET WHERE SHOWN
AHU
AIR HANDLING UNIT
DW
DRYWELL, DISH WASHER (113100)
KB
KNOX BOX (104400)
PNL
PANEL
11 iR
THRESHOLD (087100)
ALT
ALTERNATE
DWG
DRAWING
KD
KNOCKED DOWN OR KILN DRIED
POL
POLISHED
THRU
THROUGH
DETAIL NUMBER ON SAME SHEET
ALUM
ALUMINUM
DWL
DOWEL
kg
KILOGRAM
PP
POWER POLE
TKf3D
TACKBOARD (101100)
AMD
ACOUSTICAL METAL DECK (053113) & (053123)
DWR
DRAWER
KIT
KITCHEN
PR
PAIR
TKIS
TACKSTRIP (101100)
ON SAME SHEET
ANOD
ANODIZED
KO
KNOCKOUT
PROP
PROPERTY
Torl
'TOP OF BEAM
AP
ACOUSTICAL PANEL (098400)
E
KPL
KICKPI,AT(,,,- (087100)
PS
PROJECTION SCREEN (115213), SEMI -GLOSS PAINT
'LOC,
TOP OF CURB OR CONCRETE
4
INTERIOR ELEVATION NUMBER
APLD
APPLIED
E
EAST
(099000)
'Lot:,
TOP OF FOOTING
APPROX
APPROXIMATE
EA
EACH
L
PSF
POUNDS PER SQUARE FOOT
TOL
TOLERANCE
ARCH
ARCHITECT, ARCHITECTURAL
EB
EXPANSION BOLT
L
LENGTH, LONG, ANGLE
PSI
POUNDS PER SQUARE INCH
1 Or
TOP OF PARAPET
3
ASB
ASBESTOS
EFS
EXTERIOR FINISH SYSTEM (072400)
L&P
LATH & PLASTER (092400)
PSL
PARALLEL STRAND LUMBER (061723)
Toll')
'TOP OF STEEL OR SLAB
ASPH
ASPHALT
EIFS
EXTERIOR INSULATED FINISH SYSTEM (072410)
LAB
LABORATORY
PT
POINT, PORCELAIN TILE (093000)
TOW
TOP OF WALL
SHEET NUMBER
ASSY
ASSEMBLY
EL
ELEVATION
LAM
LAMINATE
PT D
PAPER *TOWEL DISPENSER (102800)
'I'll
TELEPHONE POLE
2
ASTM
AMERICAN SOCIETY FOR TESTING MATERIALS
ELAST
ELASTOMERIC
LAV
LAVATORY
PTDR
PAPER TOWEL DISPENSER AND RECEPTACLE
IIII)
'TOILET PAPER DISPENSER (102800)
TYPE NAME
ATD
AUTOMATIC TOWEL DISPENSER (102800)
ELEC
ELECTRICAL
LB
LAG BOLT OR POUND
(102800)
I'l)(1,11
'TOPPING
WALL DESIGNATOR
WALL TYPE - SEE WALL TYPE SHEET
ATTEN
ATTENUATION
ELFV
ELEVATOR (142100)
1,111"
LABEL
PTN
PARTITION
11 � A W31,
TRANSLUCENT
AUTO
AUTOMATIC
FMER
FMERGL'NC�Y
1, 113
LIBRARY
PTR
PAPER TOWEL RECEPTACLE (102800)
TI�AN' P
TRANSPARENT
ROOM NAME
ROOM NAME
AVG
AVERAGE
ENC
I"NCLOSUL41:
HN
UM (096!')00)
PVC
POLYVINYL CHLORIDE
I`_; I'A I
THERMOSTAT
ROOM NUMBER
ENT
ENTRANCE
LIN
LINLAL, I, INFAP
PVMT
PAVEMENT
11V
TELEVISION
150 SF
ROOM AREA
B
EP
EPDXY PAINT
LKR
LOCKL11R (1050 13)
PWD
PLYWOOD (061000)
1,W111
'TREATED WOOD BLOCKING (061000)
BATT
BLANKET INSULATION (072116)
EQ
EQUAL
LL
LIVE 1,0AU
Tyl
TYPICAL
10001
DOOR NUMBER
BCS
BABY CHANGING STATION (102800)
EQP
EQUIPMENT
LM8
LIQUID MARKt ' j � HOAR[) 10 1100)
Q
T/
TIRRAZ20 (096623)
BD
BOARD
ESC
ESCUTCHEON
LMBP
LIQUID MARKER BOARD PAINT (099000)
Q1
QUARRY TILL; (093000)
WINDOW / RELITE TYPE
BDI
BOARD INSULATION (072113)
EW
EACH WAY
LNDG
LANDING
QTY
QUANTITY
U
BEL
BELOW
EXCAV
EXCAVATE
LPT
LOW POINT
U(11
UNDt"RCUT, UNDER COUNTER
BET
BETWEEN
EXH
LXrIAU,',)T
LT
LIGHT
1 )(11
UNDIRGROUND
BIT
BITUMINOUS
1:Xf
LXPAW,)ION
LTL
LINTEL
R
RADIMS'OR RISF
Ul I
UNIT
KEYED NOTE
BLDG
BUILDING
r
LVR
LOUVER (089100)
RA
141-4URN AIR
(,)Nf
UNFINISHED
BLK
BLOCK
LW
LIGHT WEIGHT
RB
RA (096500)
UNO
UNLESS NOTED OTHERWISE
REVISION
BLKG
BLOCKING
I
I Ifif I
LINEAR WOOD PANEL (064419)
RBR
RUBBER
LIV
t,,JNII'VENTILATOR
BOD
BOTTOM Of" DECK
F
"A
FIRE ALARM OR FRESH AIR
RBT
RABBET
BPL
BEARING PLATE
FAB
FABRIC
hi
RCP
REFLECTED CEILING PLAN
V
FIRST FLOOR
BR&S
BACKER ROD AND SEALANT(0/9200)
FAF
FLUID APPLIED FLOORING (096700)
111
ml, I I N
RO
ROOF DRAIN
VAC;
VACUUM
T FIN. FL. 100'-6"
ELEVATION
BRG
BEARING
FAI
FRESH AIR INTAKE
MAIN
MAIN I L"NANO,
ICI WY
ROADWAY
VAR
VARIABLE, VARIES, VARNISH
BRK
BRICK (042019)
FB
FACE BRICK (042019)
MAS
MASONRY (042016)
14:HAIL
14:11\11 ()R(,'ING) HAR (032000)
VCT
VINYL COMPOSITION TILE (096500)
BSMT
BASEMENT
ED
FLOOR DRAIN
MAT
MATERIAL
RIAJI
RI, ' '(1411ACLL,
VENT
VENTILATE, VENTILATION, VENTED
NORTH ARROW
BTM
BOTTOM
FE
FIRE EXTINGUISHER (104400)
MAX
MAXIMUM
REF
REFLRr,N(1)1L1-
VERT
VERTICAL
BVL
BEVELED
FEC
FIRE EXTINGUISHER CABINET (104400)
MBR
MEMBRANE
REFR
REFRIGERATOR (113100)
VEST
V178TIBUIE
FF
FACTORY FINISH
MD
METAL DECK (053113, 053123)
REINF
REINFORCE
V(11
V1 R I IC'At, GRAIN
C
ftY
FINI,Irl f"LOOR FI,FVATION
MDF
MEDIUM DENSITY FIBERBOARD (064100)
REM
REMOVE
vil
Vr,RIr" Y IN FIELD
PROJECT NORTH ARROW
CAB
CABINET
1:111t,W14 A�,,,,
MFCH
MECHANICAL
ICI)
Pf"QUIRT"(1))
V11)
V-JOINT
PROJECT NORTH
CAP
CAPACITY
I 1 I
f IN T I IYI)l ON 1
1`011)
ml 01UM
11,1111
INOINI JIT41) ILL "8)IN (068313)
WIWI
VENEER
CB
CATCH BASIN
I,111
ml
1,01 //0VNI#
Ill �;
Rr,�,111FN I
V(A
VOLUME
CBU
CEMENTITIOUS BACKER UNIT(092116)
I IN
I IN I,Il 1
1101 1'
NIA tl U I `At ,1 (411 / I f
14, 1
RL, IRN
vl
VAPOR RETARDED (072600,072613)
110'-3"
SPOT ELEVATION
CC
CENTER TO CENTER, CUBICAL CURTAIN (102123)
F
IM I i
MM,J) 04 1 , M(Wi i0l I)l k�(10211,00)
Id V
10, Vl','�IOR
98'-4"
BOTTOM ELEVATION WHERE OCCURS
CD
CONSTRUCTION DOCUMENTS, COUNTER DOOR
FLR
I'LOOR
MIN
N1 I I, f itvl t )M,
It', NI I 1,00RINC, (09(;1,)00)
W
(083313)
FLUB
FLUORESCENT
Pf
WYA IN(,
W
WATER, WIDTI I OR WEST
CENTER LINE
CDS
CASEWORK DESIGN SERIES
FLX
FLEXIBLE
ml!"IC
I A1,11 k )H) ;
1 1 L
ILL I I fl, GI IVI,
W/
Willi
CEM
CEMENT
FND
FOUNDATION
MLD
M(A I)IN
f0i
f �00r: HA LCH (0 1'1233)
INA)
*111 IOU r
PROPERTY LINE
CER
CERAMIC
FO
FINISHED OPENING
mm
MILLIMETER
RH
ROBE HOOK (102800)
Wi 1
WOOD BASE (062000), WINDOW BLINDS (122100)
CFL
COUNTERFLASHING
FOC
FACE OF CONCRETE
MMG
MAGNETIC MARKER GLASS (101100)
RL
RAILING
*A ER CLOSET, WALL COVERING (097200)
CFM
CUBIC FEET PER MINUTE
FOM
FACE OF MASONRY
MMR
MANUFACTURED METAL ROOFING (076103) &
RM
ROOM
W
I AC KABLE WALL. COVERING (097200)
CG
CORNER GUARD (055000) & (102600)
FOS
FACE OF STUDS
SIDING
RO
ROUG11 OPFNJN()
WO
WOOD
CH
COAT HOOK (102800)
FP
FIREPROOF, FLAGPOLE (107500)
MO
MASONRY OPENING
IIA�',,l IAo[,,,, (1; 24 1 ;'3)
WIA
�Ah)00 FLOORING (09(A6G)
CHAM
CHAMFER
FR
FRAMING,
MOD
MODULAR
1 k"I Al )!,, ANI�) (09(3500)
1�00f) PANELING (062000)
cl
CAST IRON
i37slI
C0T I t ',G ('?,1 'Z
FLANGE(05120
0)
CIP
CAST -IN -PLACE
FRP
FIBERGLASS REINFORCED PANEL (068316)
MPI
NI&)'1)`J'6`AflNJ I i"d &1`; 1! 'k j 1k, ()f4
jA HAL1','AfA'J,'� (0i6200)
WG
WALL GUARD (102600)
CIR
CIRCLE
FS8
FREE STANDING BENCH (105113)
MR
MOIST 014Rr"')I,')'rAN I
Rwr
RLCLSSED WASTE RECEPTACLE (102800)
WIN
WINDOW
CIRC
Ci
CIRCUMFERENCE, CIRCULAR
CONTROL JOINT
FSS
FOLDING SHOWER SEAT (102800)
MIT)
MOUNIT-D
S
WMP
WIRE MESH PARTITION (102213)
M A T E I A L M 0 L S
FT
FOOT OR FEET
MTL
METAL
WOM
WALK OFF MAT (124815)
CKT
CRICKET
FTG
FOOTING
MULL
MULLION
S
SOUTH
WID
WATERPROOF(ING)
CL
CLF
CENTERLINE
CHAINLINK FENCE (323113)
FUR
FUS
FURRING
FOLDING UTILITY SHELF (102800)
MW
MWK
MICROWAVE (113100)
MILLWORK (062000)
SA
SAM
SOUND ABSORPTIVE
SUSPENDED ACOUSTICAL METAL (095143)
WPF
WFIS
WATERPROOFING (FLUID APPLIED) (071400)
WATERPROOFING
CLG
CEILING
SAN
SANITARY
WPT
(SHEET) (071300)
WORKING POINT
EARTH (SECTION)
TERRAZO
CLN
CLEAN
G
N
SAP
SOUND ABSORBING PANELS (098400)
WR
WATER RESISTANT, WASTE RECEPTACLE (102800)
CLO
CLR
CLOSET
CLEAR, CLEARANCE
GA
GAL
GAUGE, GAGE
GALLON
N
N/A
NORTH
NOT APPLICABLE
SAT
SAW
SUSPENDED ACOUSTICAL -TILE (095123)
SUSPENDED ACOUSTICAL WOOD (095126)
WRC
WS
WATER REPELLANT COATING (071910)
WELD STUD
GRAVEL (SECTION)
ASPHALTIC CONCRETE
(SECTION)
CLRM
CLASSROOM
GALV
GALVANZIED
NAAWS
NORTH AMERICAN ARCHITECTURAL
SBLK
SPLASH BLOCK
WSCT
WAINSCOT
CLS
cm
CLOSURE
CENTIMETER
GB
GC
GRAB BAR (102800)
GENERAL CONTRACTOR, GROUND CONCRETE
NB
WOODWORKING STANDARDS (064100)
NO BASE
SC
SC&R
SOLID CORE, SEALED CONCRETE (033500)
SHOWER CURTAIN AND ROD (102800)
WSTP
WWF
WATERSTOP (031000)
WELDED WIRE FABRIC (032000)
CONCRETE
GWB CEILING OR
PRECAST CONCRETE
CMP
COMPOSITE METAL PANEL (074243)
(033543)
NIC
NOT IN CONTACT
SCD
SEAT COVER DISPENSER (102800)
CMT
CMU
CERAMIC MOSAIC TILE (093000)
CONCRETE MASONRY UNIT (042016)
GF
G1
GROUND FACE
GALVANIZED IRON
NO
NOM
NUMBER
NOMINAL
SCH
SD
SCHEDULE
SOAP DISPENSER (102800), SECTIONAL DOOR
X
X
EXISTING BY
BRICK (SECTION)
CONCRETE MASONRY
CO
CLEAN OUT
GL
GLASS OR GLAZING (088000)
NR
NOISE REDUCTION
(083613), SCHEMATIC DESIGN
XFMR
(PREFIX),
TRANSFORMER
UNITS (SECTION)
COL
Com
COLUMN
COMMUNICATION
GLB
GO
GLUED/LAMINATED BEAM (061800)
GLAZED OPENING
NRC
NTS
NOISE REDUCTION COEFFICIENT
NOT TO SCALE
SDS
st),r
SOLID SURFACING (064100)
STATIC DISSIPATIVE TILE (096500)
Y
r ----------- I
STEEL (SECTION)
ALUMINUM (SECTION)
COMB
COMBINATION
GP
GALVANIZED PIPE
SECT
SECTION
YD
YARD
COMP
CONC
COMPOSITION, COMPOSITE
CONCRETE
GR
GSS
GRADE, GRADING
GALVANIZED SHEET STEEL
0
OA
OVERALL
SF
SFLR
SQUARE FOOT, STOREFRONT (084126)
SUBFLOOR (061000)
R
BATT INSULATION
CONN
CONNECTION
GT
GROUT (036000), GLASS TILE (093000)
OC
ON CENTER
SGWB
SUSPENDED GWB (092116)
RWR
RECESSED WASTE RECEPTACLE (102800)
(SECTION)
ACT (SECTION)
CONST
CONT
CONSTRUCTION
CONTINUOUS
GVL
GWB
GRAVEL
GYPSUM WALL BOARD (092116)
OCD
OCG
OVERHEAD COILING DOOR (083323)
OVERHEAD COILING GRILLE (083326)
SH
SHT
SHELF
SHEET
#
INCHES
NUMBER OR POUND
BOARD INSULATION
BLOWN -IN INSULATION
CONTR
CONTRACTOR
GYP
GYPSUM
OD
OUTSIDE DIAMETER, OVERFLOW DRAIN
SHTG
SHEATHING (061000)
%
PERCENT
(SECTION)
(SECTION)
COORD
COORDINATE
OFCI
OWNER FURNISHED CONTRACTOR INSTALLED
SHWR
SHOWER
&
AND
CORK
CORRIDOR
H
OFF
OFOI
OFFICE
OWNER FURNISHED
Sim
Si
SIMILAR
STEEL JOIST (052100)
FOOT
CEMENTITIOUS BACKER
PLYWOOD (SECTION)
CPT
CARPET (096816)
HB
HOSE BIB
OWNER INSTALLED
SEE NOTES
UNITS (SECTION)
CPTA
CARPET AREA RUG (124815)
HC
HOLLOW CORE, HANDICAP OR HANDICAPPED
OFS
OVERFLOW SCUPPER
SK
SINK
NONE
---------
CPTT
CR
CARPET TILE (096813)
COLD ROLLED
HD
HDBD
HEAVY DUTY OR HARD, HAND DRYER (102800)
HARDBOARD
OH
OPNG
OVERHEAD
OPENING
SL
SLD
SLOPE
SEALED
PER
r 11
FINISH WOOD
GYPSUM WALLBOARD
@
AT
(SECTION)
CRS
COURSE
MDR
HEADER
OPP
OPPOSITE, OPERABLE PANEL PARTITION (102227)
SLV
SLEEVE
PLUS OR MINUS
CSG
CS1
CASING
CONSTRUCTION SPECIFICATION INSTITUTE
HDW
HDWD
HARDWARE (087100)
HARDWOOD (062000)
OTA
OTS
OPEN TO ABOVE
OPEN TO STRUCTURE
Sm
SND
SHEET METAL (076200)
SANITARY NAPKIN DISPENSER (102800)
0
DIAMETER
FINISH WOOD DETAIL
BLOCKING OR SHIMS
CT
CERAMIC TILE (093000)
HM
HOLLOW METAL (081214) & (081314)
Owi
OPEN -WEB JOIST (061736) & (052100)
SNR
SANITARY NAPKIN RECEPTACLE (102800)
(SECTION)
(SECTION)
CTB
CTR
CERAMIC TILE BASE (093000)
COUNTER
HORIZ
HPC
HORIZONTAL
HIGH PERFORMANCE COATING (099600)
Oz
OUNCE
SNT
SOG
SEALANT (079200)
SLAB ON GRADE (033000)
0
DEGREE
FRAMING LUMBER
(SECTION)
CTSK
COUNTERSUNK
HR
HOUR
SID
SOUNDPROOF
CU
CUBIC
HSS
HOLLOW STRUCTURAL SECTION (051200, 055000)
SPC
SPACE
CUST
CUSTODIAN
HT
HEIGHT
SPEC
SPECIFICATION(S)
CW
COLD WATER, CURTAIN WALL (084413)
HTG
HEATING
SPK
SPEAKER
CWK
CASEWORK (064100)
HTR
HEATER
SQ
SQUARE
HVAC
HEATINGNENTILATION/AIR CONDITIONING
SS
STAINLESS STEEL
HW
HOT WATER
ST
STONE (044213,044216), STRUCTURAL TEE
HZ
HERTZ
U-j 0 O,
cc:
ra
00
111)
�0
W OS
Cn
L I U I
+MOO,
W,
W
now== �-
Date:
07/18/2018
Job No.:
21739
Drawn By:
Author
Checked by:
Checker
Revisions
#—I Date I
Description
GENERAL
Offly
W111"d-ft-IM
LUM
OO
AG
(G
A201
(A101
C�)
337'- 11
OCO
�^3
�A201)
LEVEL 1 - FLOOR PLAN - OVERALL
SCALE: 1/16" = V-0"
H
O
KEYNOTE LEGEND
# KEYNOTE INFORMATION
E
'7111"',
71W-11111
Tr
V� 17.
Date:
07/18/2018
Job No.:
21739
Drawn By:
Author
Checked by:
Checker
Revisions
Date J.
Description
LEVEL 1 -
FLOOR PLAN -
OVERALL
g IV
A101
28'-8"
924"
4-
✓
MECH
BOILER
MAIN ELEC
RECEIVING
KITCHEN
CUST
it Sii
SECURE IT
GYM
OFFICE
STORAGE
GYM OFFICE
`77 \77
LLX1l\," 77-7
UB
K "EYNOTE LEGEND
KEYNOTE INFORMATION
m* %16"NP r �ms� I
11 ll� A I
cyg
"T,
1-1�
tc
. . . . . . . . . . .
j V.
I I 114" "k,
fa
Date:
07/18/2018
Job No.:
21739
Drawn By:
Author
Checked by:
Checker
Revisions
1_ # L.Date
Description.
LEVEL 1 - AREA
A
A101A
0
e I
KINDERGARTEN
3) 6 _1) 602 603
42.1) 2.2
4)
LEVEL 1 - FLOOR PLAN - AREA B
SCALE: 1/8" = l'-O"
__ O
__o
__o
KEYNOTE LEGEND
I L KEYNOTE INFORMATION
PROJECT NORTH
SCHEMATIC DESIGN
Y
R;�
9,�P
re & rtT
Date:
07/18/2018
Job No.:
21739
Drawn By:
Author
Checked by:
Checker
............
Revisions
L Date
Description
LEVEL 1 -AREA
B
(�3
0
0
m
0
m
_J U
............
fi
Date:
07/18/2018
Job No.:
21739
Drawn By:
Author
Checked by:
Checker
Revisions
Date I
Description
LEVEL 1 -AREA
C
A101C
LEVEL 1 - FLOOR PLAN - AREA C
SCALE: 1/8" = 1-0"
PROJECT NC
SCHEMATIC DESIGN
0
0
3
A201,/'
LEVEL 2 - FLOOR PLAN - OVERALL
SCALE: 1/16" = V-0"
A201
i(EYNOTE LEGEND
# KEYNOTE INFORMATION
IM
W,117,
0,0
77
Date:
07/18/2018
Job No.:
21739
Drawn By:
Author
Checked by:
Checker
Revisions
Date
Description
LEVEL 2 -
FLOOR PLAN -
OVERALL
A102
O
0
0
OD�
0
O
O
m
Lj
o
(F)
UYNOTE LEGEND -----
-a- F
KEYNOTE INFORMATION
1-
vYl Q11:
Date:
07/18/2018
Job No.:
21739
Drawn By:
Author
Checked by:
Checker
Revisions
Hate
Description
LEVEL 2 - AREA
A
SCHEMATIC DESIGN
A102A
�p i
CO
b
C�
1 1A102C
/---N
4) t9)
.4
602 603
n�
of 40
LEVEL 2 - FLOOR PLAN - AREA B
SCALE: 1/8" = l'-O"
.3
Llr%
K"EYNOTE LEGEriu
# KEYNOTE INFORMATION
arc
Mll
v-
tnt
Date:
07/1812018
Job No.:
21739
Drawn By:
Author
Checked by:
Checker
Revisions
Date
Description
LEVEL 2 - AREA
B
"76
SCHEMATIC DESIGN
1 W02B
OG�
e
O
KEYNOTE LEGEND
----kE NOTE INFORMATION
KEYNOTE LEGEND
----kE NOTE INFORMATION
r.
i.
7�1
Date:
07/18/2018
Job No.:
21739
Drawn By:
Author
Checked by:
Checker
Revisions
# I Date
---L -------------- L—
Description — I
LEVEL 2 - AREA
C
A102C
LEVEL 2 - FLOOR PLAN - AREA C
SCALE: 1/8" = 1»-0"
SCHEMATIC DESIGN
�A201,/
MECHANICAL MEZZANINE - OVEMLL
SCALE: 1/16" = 1-0"
0
0
10
CJ W
CC
ro
LU
Ul
4mm000
C0 :I C, T
u) CL
Uj
LIJ
..............
"J
Date: 07/1812018
Job No., 21739
Drawn By: Author
Checked by: Checker
Revisions
# Date
Description
FLOOR PLAN -
MEZZANINE -
OVERALL
ROOF PLAN - OVERALL
SCALE: 1/16" = V-0"
'KEYNOTE LEGEND
# I KEYNOTE INFORMATION I
t
PROJECT NORTH
rr
fie
I I'll 14
. . . . . . . . . . . .
Date:
07/1812018
Job No.:
21739
Drawn By:
Author
Checked by:
Checker
Revisions
Date - I
-Description
ROOF PLAN -
OVERALL
A121
M 11) POI N 101 ' it
PRINCIPAL GYM R
AV 13LDG ELEV = 490' rf\lNltUkltALV0Jr_t-L
EXPOSED CANOPY WI PAINTED
GALV STEEL COLUMN
OVERALL ELEVATION - NORTH
SCALE: 1/16" = V-0"
AV 01, W"I I FV ",, 49(
ON& n\/[=PAI I PI PVATION - FA.qT
AZ SCALE: 1/16" = V-0"
PAINTED GALV STEEL
COLUMN
OVERALL ELEVATION - SOUTH
SCALE: 1/16" = V-0"
COLUMN
n\/[=PAI I R PVATION - WFST
611
6i SCALE: 1/1" 0= l-
-.-MECH ATTIC
126'-8"
—LEVEL 2
1-13'-4"
LEVEL I
i40'-8"
MECH 6TT--,C&
1261-8t'
LEE�72
113'-4"
LEVEL 1
1001-01,
R2R"
MECH AT-1
LEV
13'-4"
L IV E -1 1 (, 0�0�
\IT OF
PRINCIPAL
FAQ?
140 8"
MECO ATTIC
126'-8"
LEVEL
. fl'� 4"
10 0,-O�-
3 ELEV = 490'
M �
SCHEMATIC DESIGN
mi
0
man=
0
ofp
CO
0
C.
C�
00
0
iY
CIO)
>m
Uj
C>
LJLJ
C%A Uj
a
LU
LL_
0
0
LLJ
Ujgnmum
Date:
07/18/2018
Job No.:
21739
Drawn By:
Author
Checked by:
Checker
Revisions
L # Date
Description_
Description
EXTERIOR
ELEVATIONS