07-105965-UPL
CITY OF
Federal
July 18, 2011
Alexander Sasonoff
2201 SW 152" d Street
Burien, WA 98166
CITY HALL
33325 8th Avenue South
Way Mailing Address: PO Box 9718
Federal Way, WA 98063-9718
(253) 835-7000
www.cityoffederalway.com
RE: Permit #07-105965-00-UP; USE PROCESS III `PROJECT APPROVAL'
Rivera Office Building, 1600 South 304`h Street, Federal Way
Dear Mr. Sasonoff
The Federal Way Department of Community and Economic Development has completed administrative
review of the proposed 19,960 square -foot medical/office building. The land use application submitted on
October 29, 2007, is hereby approved per the enclosed Findings for Project Approval. The remainder of
this letter outlines future review processes required, gives a brief summary of the process under the State
Environmental Policy Act (SEPA), and outlines procedure relating to appeals and approval periods for
this decision.
REVIEW PROCESSES REQUIRED
The site is located in the Professional Office (PO) zoning district. Office uses are permitted in this zone
subject to the provisions of Federal Way City Code (FWCC) Section 22-696 "Office ". This use is
reviewed through the Process III project approval review process under FWCC Article W. Project
approval does not grant license to begin any type of site work.
SEPA PROCESS
The responsible official of the City of Federal Way issued a Determination of Nonsignificance (DNS) on
March 30, 2011, pursuant to the State Environmental Policy Act (SEPA). The comment and appeal period
for this determination was completed on April 27, 2011, with no corrections to the City's initial
determination. The final staff evaluation for the Environmental Checklist, Federal Way Application
Number 07-105966-00-SE; is hereby incorporated by reference as though set forth in full.
BUILDING PERMIT & ENGINEERING REQUIREMENTS
This Process III land use decision does not constitute a building permit. The applicant shall obtain
building permits and engineering review for construction activities and public improvements from the
Department of Community and Economic Development and Public Works Department. Please contact the
Permit Center at 253-835-2607 for information regarding building permit and engineering requirements.
Prior to building permit issuance, a boundary line adjustment removing interior lot lines (currently under
review) shall be approved and recorded with the King County Division of Elections and Records.
The project application was deemed complete on January 17, 2008, therefore vested to FWCC, an older version of code used at
that time.
Mr. Sasanoff
July 18, 2011
Page 2
REQUESTS FOR CHANGE OF VALUATION
Any affected property owners may request a change in valuation for property tax purposes, not
withstanding any program of revaluation.
APPEALS
The effective date of issuance is three calendar days following the date of this letter, or July 21, 2011.
Pursuant to FWCC Section 22-396, this land use decision may be appealed by any person who submitted
written comments or any person who has specifically requested a copy of the decision. Any appeal must
be in the form of a letter delivered to the Department of Community and Economic Development with the
established fee and within 14 calendar days after the effective date of issuance of this decision, or August
4, 2011. The appeal letter must contain a clear reference to the matter being appealed and a statement of
the factual findings and conclusion of the Director of Community and Economic Development disputed
by the person filing the appeal. The Federal Way Hearing Examiner will hear any appeals of the Process
III decision.
LAPSE OF APPROVAL
Unless modified or appealed, the project approval decision is valid for a period of one year from the date
of issuance of the decision. If no further action is taken within one year of the date of issuance, the
decision will expire. This project is vested to FWCC; however, in 2009 the city adopted new regulations
regarding extensions which are retroactively applicable to this Process III approval. Per Federal Way
Revised Code (FWRC) 19.15.110., a two-year extension may be granted only if a written request is
submitted to the Department of Community and Economic Development at least 30 days prior to the
expiration of the decision.
CLOSING
This land use decision does not constitute building permit approval, and it does not waive compliance
with future City of Federal Way codes, policies, and standards relating to this development. If you have
any questions regarding this decision, please contact Becky Chapin, Assistant Planner, at 253-835-2641
or rebecca.chapin@cityoffederalway.com.
Sincerely,
Isaac Conlen
Planning Division Manager
for Patrick Doherty, Director
enc: Approved Site Plan
Exhibit 'A' Findings for Project Approval
c: Richard Rivera, PO Box 960, Seahurst, WA 98062
Ann Dower, Senior Engineering Plans Examiner
Sarady Long, Senior Traffic Engineer
Scott Sproul, Plans Examiner
Chris Ingham, South King Fire & Rescue
07-105965 Doe 1 D 57288
CITY OF r a
Federal Way
Exhibit A
FILE
Findings for Project Approval
Federal Way City Code (FWCC) Article VI `Process III Review — Project Approval'
Rivera Office Building, File #07-105965-00-UP
The Planning Division hereby presents the following analysis to the Director of Community and Economic
Development pursuant to content requirements of the Process III written decision as set forth in FWCC
Section 22-395(b).
1. Proposal — The applicant proposes the construction of a 19,960 square -foot office building, consisting of
10% medical offices and 90% general offices. The project includes 67 parking stalls, landscaping, and
associated site improvements on a vacant lot.
2. Comprehensive Plan & Zoning — Zoning for the subject site is Professional Office (PO). Office and
medical office uses are permitted in the PO zoning district pursuant to FWCC Section 22-696. The
Federal Way Comprehensive Plan (FWCP) designation for the subject site is Professional Office.
3. Site Plan Review Process — The proposed 19,960 square -foot office building and 67 parking stall
application requires review under Process III, `Project Approval'. The Director of Community and
Economic Development makes a written decision on the application based on criteria listed under
FWCC Section 22-365.
4. State Environmental Policy Act (SEPA) — The proposed improvements exceed the categorical
exemption levels pursuant to Washington Administrative Code (WAC) 197-11-800 and FWCC Section
19-73, categorical exemptions - flexible thresholds. The City acted as Lead Agency for the threshold
determination and issued a Determination of Nonsignificance (DNS) on March 30, 2011. Following
review of the environmental checklist, the city determined the proposal would not have a significant
adverse impact on the environment, and an Environmental Impact Statement would not be required. The
appeal period for the DNS expired on April 27, 2011. No appeals were filed with the Federal Way City
Clerk; therefore, the determination has become final.
5. Public Notice & Comment — Pursuant to Process III notice requirements, a Notice of Application was
issued and published in the Federal Way Mirror on January 19, 2008. Distribution of the notice included
mailed notices to adjacent property owners within 300 feet of the subject property and onsite notice
boards. Additional notices were posted at City Hall and King County Libraries within the city limits.
Pursuant to the city's adopted project -related SEPA notice procedures, the DNS was issued and
published in the Federal Way Mirror on March 30, 2011. The SEPA notice followed the same
distribution locations as the above Notice of Application.
The department did receive one comment .regarding the Process III Master Land Use application, and no
comments on the environmental threshold determination.
6. Community Design Guidelines — Site and architectural design is consistent with FWCC Article XIX,
"Community Design Guidelines, " based on provision of the following key design elements:
a. The building will be visually oriented to the South 304'h right-of-way, and features canopics and the
intermingling of various architectural materials to visually articulate the main entry to the building.
b. Pedestrian areas and amenities are incorporated in the overall site design. The pedestrian area
includes an outdoor plaza area with bicycle racks and bench. An internal stamped and colored
concrete walkway will be required to provide a pedestrian route of travel from the main entrances to
both South 300 and 16`h Avenue South right-of-way frontages.
c. The southern facade, which is longer than 60 feet and visible from the right-of-way, contains code
required facade treatment methods of facade modulation and a canopied entry.
d. The application demonstrates overall continuity of architectural design while implementing current
design standards.
7. Required Yards & Height — Under FWCC Section 22-696, Office uses located in the PO zoning
district with parking and driving areas located in the front yard have a 50-foot front setback. There is
a 20-foot setback from north and west property lines (abutting residential zones), otherwise the
setback is 30 feet. Building height does not exceed 30 feet above average building elevation within
100 feet of a residential zone; otherwise building height is 35 feet above average building elevation.
The project meets all of these dimensional requirements.
8. Landscaping — Landscaping for the new building includes ten -foot -wide Type III landscaping to be
provided along South 304'h Street and 160' Avenue South. Fifteen -foot -wide Type I landscaping to be
provided along perimeter of property abutting a residential zoning district. Five -foot -wide Type III
landscaping to be provided along all other perimeter lot lines. High -density planting will be provided
in all planting areas around the parking lot perimeter as an alternative to three-foot berms; interior
parking lot landscaping associated with the new parking stalls will also be installed. Final review of
proposed landscaping will occur in conjunction with building permit review.
9. Parldng Areas —A parking study by William Pop Associates was submitted on April 14, 2008,
showing that the proposed amount of parking will adequately serve the medical/dental office use
based on one parking space to 300 square feet of gross floor area. The city concurs with this analysis;
therefore, the minimum amount of parking for this facility will be 67 parking stalls.
10. Concurrency — The applicant submitted a Concurrency application in 2009 that has been reviewed by
Public Works Traffic staff. The staff report of the Concurrency analysis identifies required mitigation
measures for Process III Project Approval, addresses any failures of the City's Level of Service (LOS)
standard, and provides for the collection of pro-rata share mitigation towards the City's Transportation
Improvement Plan (TIP) projects impacted by the proposed development. The final staff evaluation for
the Concurrency application, Federal Way File #09-101484-CN, is hereby incorporated by reference as
though set forth in full. The concurrency analysis concluded the following impacts:
Rivera Office Building Page 2
Findings for Process III 'Project Approval' File #07-105965-00-UP / Do, ID 57047
Total
Project
Map
Location
Description
Pro-
[U
ID
kata
Design Study, Environmental analysis to
150
1a
City Center Access Phase 2
improve access to City Center
,S53$
150
lb
City Center Access Phase 3
Add 2nd SB left -turn lane, 3rd SB right -turn lane
S469
Widen S 320th St bridge over 1-5, realign loop
150
1c
City Center Access Phase 4
ramp and NB off -ramp
$3.170
Add HOV lanes, 2nd SB left -turn lane @ 288th,
SR 99 HOV Lanes Phase 3: S
install raised median, signal @ SR 509 @
141
23
284th St - SR 509
Redondo Wy S with interconnect to 11 th PI S
S 14.827
Add HOV lanes, 2nd NB left -turn lane on SR 99,
139
24
S 348th St 9th Ave S - SR 99
install raised median, under round utilities
$25
Add 2nd NB, WB left turn lanes, WB right -turn
131
2
S 320th St @ 1 st Ave S
lanes, widen 1 st Ave S to 5 lanes to S 316th St.
S 1,435
1Cn
3
SR 99 @ S 356th St
Add WB thru lane, EB, NB left tum lanes
$1.663
Add HOV lanes, install raised median,
143
4
S 320th St: 8th Ave S - SR 99
under round utilities, illumination _
$6,873
139
9
S 320th St @ 20th Ave S
Add 2nd left tum lanes EB, WB
$1,415
SR 99 HOV Lanes Phase 4: SR
t59
11
509 - S 312th St
Add HOV lanes, install raised median
S101.4336
t73
12
SR 99 @ S 312th St
Add 2nd NB left -turn lane
5%7.105
154
15
S 304th St @ 28th Ave S
Add SIB right -turn lane, signal
$7.111
Extend 3 lane principal collector and signal at
151
16
S 352nd St: SR 99 - SR 161
SR-99
S39
Interconnect to 26th Ave SW with the addition of
152
17
SW 320th St 0 21 st Ave SW
a 2nd WB left -turn lane
S974
l5i
18
S 320th St: 1st Ave S - eth Ave S
Add HOV lanes, install raised median
$3,916
Military Rd S: S Star Lake Rd - S
t66
14
288th St
Widen to 5 lanes, sidewalks, street lights
$3,131
Total
IS174.1291
The applicant shall either construct the impacted Transportation Improvement Plan projects identified in
the July 29, 2009, Concurrency Decision, or alternatively, pay a pro-rata share of $174,128 toward the
impacted TIP projects prior to issuance of a building permit.
11. Street Improvements — Access to the subject site will be from South 304th Street via a 30-foot-
wide driveway. A four -foot planter strip, six-foot sidewalk in front of the property on the north
side of the South 304`h frontage road will be constructed. A three-foot right-of-way dedication is
required along South 3041h Street and 16th Avenue South.
12. Stormwater — Drainage components shall conform to the 1998 King County Surface Water Design
Manual (KCSWDM) and City amendments. The project, as designed, meets this requirement.
13. The proposed site plan application and application attachments have been determined to be
consistent with the FWCP, with all applicable provisions of the FWCC, and with the public
health, safety, and welfare. The streets and utilities in the area of the subject property are
adequate to serve the anticipated demand from the proposal, and the proposed access to the
subject property is at the optimal location and configuration for access. The proposed
development is consistent with Process III, Project Approval, decisional criteria required under
FWCC Section 22-395(b).
14. Final construction drawings are subject to review for compliance with specific regulations, conditions of
approval, and other applicable City requirements. This decision shall not waive compliance with future
City of Federal Way codes, policies, and standards relating to this development.
Rivera Office Building Page 3
Findings for Process III 'Project Approval' File #07-105965-00-UP / Do. ID 57047
The proposed site plan and application attachments have been reviewed for compliance with the FWCP,
pertinent zoning regulations, and all other applicable City regulations. Final construction drawings will be
reviewed for compliance with specific regulations, conditions of approval, and other applicable City
requirements. This decision shall not waive compliance with future City of Federal Way codes, policies,
and standards relating to this development.
Prepared by: Becky Chapin, Assistant Planner
Rivera Office Building
Findings for Process III 'Project Approval'
Date: July 18, 2011
Page 4
File #07-105965-00-UP / oo. ID 57047
Mi
1�kCITY OF
Federal Way
March 8, 2011
CITY HALL
ILE
33325 8th Avenu 5out -
Mailing Address: PO Box 9718
Federal Way, WA 98063-9718
(253) 835-7000
www. cityoffederalwa y. com
Richard Rivera
PO Box 960
Seahurst, WA 98062
RE: File 907-105965-UP, 07-105966-SE, & 07-104436-SU; STATUS UPDATE
Rivera Office Building, 1600 South 304th Street, Federal Way
Dear Dr. Rivera:
This letter is provided to address the current status of the Process III Land Use Review, SEPA
Environmental Review, and Boundary Line Adjustment (BLA) application for the above -referenced
project. The proposal is to construct a 19,960 square -foot medical office building and associated site
improvements on a vacant lot.
P110CFSS RI (07-105965-00-UP) STATUS
On January 17, 2008, a letter providing a Notice of Completeness and Preliminary Review was mailed,
and `Notice of Application' was issued and published in the Federal Way Mirror. One comment letter
was received.
On April 14, 2008, the City of Federal Way received a response to the information requested. Additional
comments from Public Works and Planning were forwarded to the applicant in a July 2, 2008 letter.
Additional tesubmittals were received by the city on November 7, 2008 and February 20, 2008,
containing a street light design summary and calculations. The land use decision is pending following
conclusion of the environmental process.
SEPA (07-105966-00-SE) STATUS
The city's Community and Economic Development Department received a completed State
Environmental Policy Act (SEPA) checklist on October 29, 2007. In the above -mentioned January 17,
2008 letter, the city requested amendments to the SEPA checklist. On April 14, 2008, the city received
the amended sections.
At this time, the city will proceed with the final review and issuance of the SEPA determination. As soon
as the SEPA determination has been issued, the city will proceed with land use approval. I anticipate
being able to issue the SEPA decision within 30 days and will be in contact with you if I have any
questions.
BOUNDARY LINE AmSTNIENT 07-104436-00-SU STATUS
The city's database shows that a resubmittal was received on October 20, 2008, containing revised "L3
drawings, title report, mylar sheets, and lot closure calculations". Regretfully, the city cannot locate the
submitted items. In order to complete review of the BLA, please submit a new signed mylar, along with
an updated title report, and lot closure calculations, as discussed in the July 2, 2008 letter (enclosed).
Dr. Rivera '
March $;`2011`
Page 2
Once the revisions are made, the city will approve and record the Boundary Line Adjustment with the
King County Recorder's office. Please submit the signed and notarized mylar document along with three
paper copies of the mylar accompanied by the enclosed Resubmittal Information form. A check for recording
fees, made payable to "City of Federal Way" must be submitted with the signed mylars. The recording fee
for a one -page document is $128.00; each additional sheet is $5.00 and a conformed copy is $1.00, for a
total recording fee of $134.00. The City will have the BLA recorded at King County, and forward a
recorded copy and receipt to your attention.
SUMMARY
The city determined the application for the Rivera Office Building to be complete on January 17, 2008,
additional information was requested, and a response to the information requested was received. Please
provide a copy of the "L3 drawing" with revised landscaping comments per the July 2, 2008 letter. The
city will conclude review of SEPA and issue a decision within 30 days. Once SEPA is issued, the Process
III land use decision will be made on the project. To conclude review of the BLA, please provide a
revised title report, mylar sheets (along with three paper copies), recording fees, and lot closure
calculations.
I have taken over as lead planner for this project, as Mr. Lee is no longer with the city, and I can answer
any questions you may have regarding the Rivera Office Building project. Please do not hesitate to
contact meat 253-835-2641 or Rebecca. Chap in@cityo ffederalway.com.
Sincerely,
"c0
Becky Chapin
Assistant Planner
enc: Resubmittal
City of Federal Way letter dated July 2, 2008
BLA Invoice
c: Alexander G. Sasonoff, 2201 SW 152"d Street, Burien, WA 98166
Ann Dower, Senior Engineering Plans Examiner
07-105965 Doc I.D. 57406
William Popp Associates
February 12, 2009
Transportation Engineers/Planners
(425)401-1030
FAX: (425) 401-2125
MEMORANDUM e-mail: info@wmpoppassoc.com
To: Soma Chattopadhyay
City of Federal Way
From: Bill Popp
William opp sociates
Subject: Rivera Office Building
Street Light Design Summary (including supporting lighting calculations)
As you know, we prepared a street lighting design for the subject project's street frontage on S
304"' St and 16t" Ave S as well as the intersection. The existing conditions include overhead
utilities and power along the west side of 16t1' Ave S and the south side of S 304"' St. Based on
our field visit in January, we concluded that the power source would be the existing service
cabinet located at the northwest corner of the SR 99/S 304"' St intersection. Power to the new
street lights would be connected to Contactor #:2 in this cabinet and be run underground along the
north side of S 304"' St to the project frontage. Also, based on an overhead utility survey, it was
determined that a new street light pole would not fit on the project frontage along 16"' Ave S due
to conflicts (see attached sketch). Therefore, this light is proposed to be located on the east side
of 16t" Ave S.
The following is a summary of the street illumination analysis for the subject development. The
analyses are attached.
A. ILLUMINATION CALCULATION SUMMARY
S 304t" St is classified as a Minor Collector. 16t" Ave S is classified as Local Collector. The
target illumination level and uniformity are noted below:
Roadway
Avg. Illuminance
Uniformity Ratio
Wattage
Mounting
Classification
(foot candles, fc)
(avg to minimum)
Light Pattern
Height
Minor Collector
0.6 fc
4:1
150W MC3
30'
Local Collector
0.4 fc
6:1
100W MC3
30'
The intersection illumination requirement is typically 1.5 Mimes the higher class of roadway. In
this case, in residential zones local streets intersecting collector streets do not need I.5 times the
illumination at intersections, provided a luminaries is placed a the intersection, thus the
intersection target footcandles would be 0.6 fc.
RESUBMITTED
FEB 2 0 2009
CITY OF FEDERAL WAY
14-400 Building Suite 206. 14400 Bel -Red Rd - Bellevue, WA - 98007 BUILDING DEFT.
Soma Chattopadhyay
City of Federal Way
Rivera Office Building Street Lighting Summary Memo
2/17/2009
Page 2
Three separate areas of analysis were conducted for this project. They are the roadway section
of S 304"' St along the project frontage, the project frontage along 16"' Ave S, and the
intersection area.
Area 1— S 3041h St Project Frontage
S 304"' St is a36 feet wide and the project frontage is approximately 285 feet long. For the
analysis, the luminaires were located at approximately 50 feet and 225 feet on the project side.
The resultant light levels are:
• Average Illumination = 0.74 fc
• Uniformity Ratio (Average Lo Minimum) = 4.55
The findings indicate light levels are close to standards and should be considered adequate given
the low number of lights. Refer to the attached calculations for the light levels on this roadway.
Area 2 —16th Ave S Project Frontage
16t" Ave S will be approximately 40 wide with frontage improvements. The area basis for the
lighting analysis for this roadway was assumed to 40 feet wide and 95 feet long. As noted above,
due to existing overhead power conflicts the proposed luminaire will have to be located on the
east side of the street (opposite the project frontage). The City standards call for a 100W
luminaire, however, this wattage will not be adequate to illuminate the intersection area, thus a
150W luminaire is recommended. Also, it should be noted that this specific section of 16"' Ave S
is not in a residential setting thus it would seem appropriate to increase the light level somewhat.
Given that this project frontage is relatively short, it will be difficult to meet the uniformity
standards.
The resultant light levels are:
• Average Illumination = 0.71 fe
■ Uniformity Ratio (Average to Minimum) = 7.35
The findings indicate light levels exceed the illumination but are slightly high for uniformity
ratio. Again, the length of the lit area for analysis is very short and given only one luminaire, it
will be very difficult to meet this standard without compromising the intersection light levels.
Our analysis gives higher priority to meeting the intersection light level than meeting the
uniformity ratio of 16"' Ave S. Hopefully that is acceptable. Refer to the attached calculations
for the light levels on this roadway.
Soma Chattopadhyay
City of Federal Way
Rivera Office Building Street Lighting Summary Memo
2/17/2009
Page 3
Area 3 — S 3041h St / 16th Ave S Intersection
The intersection areas was assumed to be approximately 65'x65' with adjustments in each corner
to reflect each radius and curb bulb. The proposed light on 16t" Ave S was located as close as
possible to the intersection to meet intersection light level requirements. The resultant light
levels are:
■ Average Illumination = 0.64 fc
• Uniformity Ratio (Average to Minimum) = 4.88
The findings indicate the average illumination meets the Minor Collector standard and thus this
is assumed to be adequate. The uniformity ratio is slightly greater than 4:1. Refer to the
attached calculations for the light levels on this roadway.
B. ELECTRICAL CALCULATION SUMMARY
Service will be provided from the existing service cabinet at the SR 99/S 304"' St intersection.
The service cabinet is located on the northwest corner. The plan is to connect the new light
circuit to Contactor 42. The existing conduit is a 1" with 2#8's and per conduit capacity check
for existing use, there is adequate room for 2 additional #8's. Assuming three 150W luminaires,
the total load on Contactor 42 is 3.15 amps. The maximum allowable voltage drop is 5%. The
actual calculated voltage drop is estimated to be 0.55% (1.33 volts). The contactor is typically
rated for 30 amps. Therefore, as expected, these new luminaires can be connected to the existing
contactor without significant impact. Calculations are attached.
If you have any question please feel free to call me at 425-401-2124.
Thank you.
Enclosures
16TH AVE S
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2-04-2009 11:08:01 AM E Z I L L U M v2.0 Page 1 of 2
A L A D A N (tm)
A Lighting Application Design & ANalysis
General Electric Company
GE Lighting Systems
Hendersonville, NC 28739 USA
P R O V I D E D B Y:
William Popp Jr.
William Popp Associates
14400 Bel -Red Rd, Suite 206
Bellevue, WA 98007
Phone: 425-401-2124 Fax: 425-401-2125
RIVERA OFFICE BLDG {FEDERAL WAY)
S 304TH ST ANALYSIS; MINOR COLLECTOR
FEDERAL WAY STANDARDS
Avg Illum 0.6fc (UF am 4:1)
Arterial Class - Minor Collector (Residential)
150W HPS MC3, Initial Lumens 16500; ddf=0.66
Mounting Height 30 ft
LUMINAIRE QTY PHOTO ID LUMENS DISTRIBUTION
M-250R2 3 7260 10500 M-S-III
I L L U M I N A T I O N S U M M A R Y
Total Contributing Luminaires 3
Maximum Array Value 2.09
Minimum Array Value U.16
Avg Of 240 Array Points 0.74
Average/Minimum Ratio 4.55
maximum/minimum Ratio 12.94
Coefficient of Variance 0.66
Maximum Gradient Ratio 2.00
These computations may be based on specific information that
has been supplied by the customer. It is the responsibility
of the customer to verify that the actual lighting installation
corresponds dimensionally to that on which this data is based.
Any deviations in the actual luminaire installation, lighted
area geometry, and the introduction of obstructions within the
lighted space may produce results that are different from the
predicted values. Also, normal tolerances of supply voltage,
lamp output, ballast and luminaire manufacture will effect results.
Ref: IES LM-61-1986 Identifying Operating Factors for HID Luminaires
2-04-2009 11:08:01 AM Illuminance Meter Array Page 2 of 2
Meters are Aligned with Face Horizontal
RIVERA OFFICE BLDG (FEDERAL WAY) S 304TH ST ANALYSIS
Y 5.00 15.00 25.00 35.00
Coord 0.00 10.00 20.00 30.00
------------------------> +X Coordinates
290.01 + + + + + + + +
1 .248 .318 .352 .365 .354 .316 .246 .174
280.01 + + + + + + + +
1 .265 .343 .407 .417 .402 .366 .287 .211
270.01 + + + + + + + +
1 .335 .437 .538 .597 .620 .600 .535 .422
260.01 + + + + + + + +
1 .345 .501 .679 .832 .932 .947 .852 ..659
250.01 + + + + + + + +
.318 .501 .752 1.06 1.38 1.52 1.32 :.943
240.01 + + + + + + + +
1 .311 .465 .694 1.10 1.63 2.09 2.02 1.34
230.01 + + + + + + + +
1 .345 .529 .798 1.14 1.50 1.79 1.78 1.24
220.01 + + + + + + + +
1 .348 .531 .801 1.14 1.50 1.79 1.78 1.25
210.01 + + + + + + + +
1 .320 .474 .703 1.10 1.63 2.09 2.03 1.35
200.01 + + + + + + + +
1 .333 .517 .768 1.08 1.40 1.53 1.33 .953
190.01 + + + + + + + +
1 .370 .526 .704 .857 .955 .967 .869 .673
180.01' + + + + + + + +
1 .372 .475 .576 .635 .654 .630 .561 .443
170.Oj. + + + + + + + +
j .317 .397 .462 ,472 .452 .410 .324 .240
160.01 + + + + + + + +
1 .322 .396 .433 ,444 .429 .380 .298 .214
150.01 + + + + + + + +
1 .330 .374 .403 .408 .388 .334 .255 .183
140.01 + + + + + + + +
1 .331 .364 .377 .380 .357 .300 .226 .162
130.01 + + + + + + + +
1 .331 .366 .389 .396 .372 .313 .235 .168
120.01 + + + + + + + +
1 .328 .390 .425 .433 .413 .361 .279 .200
110.01 + + + + + + + +
1 .316 .386 .431 .456 .439 .388 .301 .219
100.01 + + + + + + + +
1 .339 .427 .507 _545 .542 .502 .412 .315
90.001 + + + + + + + +
1 .365 .520 .637 .741 .789 .788 .723 .573
80.001 + + + + + + + +
1 .369 .539 .758 ,981 1.18 1.22 1.05 .792
70.001 + + + + + + + +
1 .322 .466 .751 1.13 1.60 1.94 1.71 1.14
60.001 + + + + + + + +
1 .343 .510 .756 1.12 1.53 1.98 2.05 1.36
50.00) + + + + + + + +
1 .350 .531 .783 1.08 1.41 1.73 1.59 1.23
40.001 + + + + + + + +
1 .344 .512 .759 1.12 1.53 1.99 2.05 1.37
30.001 + + + + + + + +
1 .327 .472 .756 1.14 1.61 1.95 1.72 1.15
20.001 + + + + + + + +
1 .382 .554 .773 .996 1.20 1.24 1.07 .820
10.001 + + + + + + + +
1 .393 .551 .672 .780 .831 .832 .773 .627
0.001 + + + + + + + +
1 .402 .494 .589 .637 .641 .605 .510 .420
Lower Left Corner: X = 0.00 Y = 0.00 Z = 0.00
2-04-2009 11:26:05 AM E Z I L L U M v2.0
Page 1 of 2
ALA DAN (tm)
A Lighting Application Design & ANalysis
General Electric Company
GE Lighting Systems
Hendersonville, NC 28739 USA
P R O V I D E D B Y:
William Popp Jr.
William Popp Associates
14400 Bel -Red Rd, Suite 206
Bellevue, WA 98007
Phone: 425-401-2124 Fax: 425-401-2125
RIVERA OFFICE BLDG (FEDERAL WAY)
16th AVE S ANALYSIS; LOCAL COLLECTOR
FEDERAL WAY STANDARDS
Avg Ilium 0.4fc (UF am 6:1)
Arterial Class - Local Collector (Residential)
150W HPS MC3, Initial Lumens 16500; ddf=0.66
Mounting IIeight 30 ft
LUMINAIRE QTY PHOTO ID LUMENS DISTRIBUTION
M-250R2 2 7260 10500 M-S-III
I L L U M I N A T I O N S U M
M A R Y
Total Contributing Luminaires
2
Maximum Array Value
2.19
Minimum Array Value
0.10
Avg Of 180 Array Points
0.71
Average/Minimum Ratio
7.35
Maximum/Minimum Ratio
22.67
Coefficient of Variance
0.76
Maximum Gradient Ratio
1.46
These computations may be based on specific information that
has been supplied by the customer. It is the responsibility
of the customer to verify that the actual lighting installation
corresponds dimensionally to that on which this data is based.
Any deviations in the actual luminaire installation, lighted
area geometry, and the introduction of obstructions within the
lighted space may produce results that are different from the
predicted values. Also, normal tolerances of supply voltage,
lamp output, ballast and luminaire manufacture will effect results.
Ref: IES LM-61-1986 Identifying Operating Factors for HID Luminaires
W
2-04-2009 11:26:05 AM Illuminance Meter Array
Meters are Aligned with Face Horizontal
RIVERA OFFICE BLDG (FEDERAL WAY) 16" AVE S ANALYSIS
Y 5.00 15.00 25.00 35.00
Coord 0.00 10.00 20.00 30.00 40.00
-----------------------------> +X Coordinates
95.001 + + + + + + + + +
1 .174 .212 .236 .252 .257 .237 .193 .142 .097
90.001 + + + + + + + + +
1 .189 .238 .270 .291 .297 .277 .232 .173 .118
85.001 + + + + + + + + +
1 .197 .255 .306 .336 .340 .319 .272 .205 .140
80.001 + + + + + + + + +
1 .199 .267 .335 .360 .367 .349 .304 .232 .161
75.001 + + + + + + + + +
1 .201 .273 .335 .374 .391 .371 .320 .242 .171
70.001 + + + + + + + + +
1 .215 .286 .360 .416 .418 .400 .357 .272 .200
65.001 + + + + + + + + +
1 .240 .315 .402 .477 .504 .498 .456 .360 .275
60.001 + + + + + + + + +
1 .267 .361 .464 .555 .606 .624 .593 .513 .401
55.001 + + + + + + + + +
1 .271 .363 .515 .631 .722 .770 .753 •.672 .523
50.001 + + + + + + + + +
1 .266 .381 .544 .713 .869 .946 .934 .817 .620
45.001 + + + + + + + + +
1 .260 .385 .564 .789 1.01 1.17 1.17 .984 .727
40.001 + + + + + + + + +
1 .238 .361 .555 .817 1.13 1.46 1.53 1.26 .877
35.001 + + + + + + + + +
1 .246 .346 .511 .812 1.21 1.67 1.94 1.59 1.04
30.001 + + + + + + + + +
1 .258 .357 .518 .760 1.20 1.74 2.16 1.92 1.22
25.001 + + + + + + + + +
1 .272 .387 .558 .817 1,19 1.63 2.03 1.95 1.22
20.001 + + + + + + + + +
1 .290 .409 .596 .881 1.21 1.56 1.85 1.74 1.15
15.001 + + + + + + + + +
1 .296 .413 .593 .856 1.15 1.48 1.72 1.54 1.13
10.001 + + + + + + + + +
1 .314 .427 .612 .894 1.22 1.57 1.86 1.74 1.15
5.001 + + + + + + + + +
1 .320 .425 .591 .846 1.21 1.65 2.05 1.96 1.23
0.001 + + + + + + + + +
1 .330 .420 .573 .808 1.24 1.77 2.19 1.94 1.24
Lower Left Corner: X = 0.00 y = 0.00 Z = 0.00
Page 2 of 2
2-04-2009 11:27:30 AM E Z I L L U M v2.0 Page 1 of 2
A L A D A N (tm)
A Lighting Application Design & ANalysis
General Electric Company
GE Lighting Systems
Hendersonville, NC 28739 USA
P R O V I D E D B Y:
William Popp Jr.
William Popp Associates
14400 Bel -Red Rd, Suite 206
Bellevue, WA 98007
Phone: 425-401-2124 Fax: 425-401-2125
RIVERA OFFICE BLDG (FEDERAL WAY)
S 304TH ST / 16TH AVE S ANALYSIS; INTERSECTION
FEDERAL WAY STANDARDS
Avg Illum 0.6fc (UF am 4:1) (Higher Roadway Class)
Arterial Class - Minor Collector (Residential)
150W HPS MC3, Initial Lumens 16500; ddf=0.66 (S 304th St)
150W HPS MCS, (16th Ave S)
Mounting Heights 30 ft
LUMINAIRE QTY PHOTO ID LUMENS DISTRIBUTION
M-250R2 2 7260 10500 M-S-III
I L L U M I N A T I O N S U M M A R Y
Total Contributing Luminaires 2
Maximum Array Value 2.19
Minimum Array Value 0.13
Avg Of 174 Array Points 0.64
Average/Minimum Ratio 4.88
maximum minimum xatio 16.84
Coefficient of Variance 0.63
Maximum Gradient Ratio 1.65
These computations may be based on specific information that
has been supplied by the customer. It is the responsibility
of the customer to verify that the actual lighting installation
corresponds dimensionally to that on which this data is based.
Any deviations in the actual luminaire installation, lighted
area geometry, and the introduction of obstructions within the
lighted space may produce results that are different from the
predicted values. Also, normal tolerances of supply voltage,
lamp output, ballast and luminaire manufacture will effect results.
Ref: IES LM-61-1986 Identifying Operating Factors for HID Luminaires
2-04-2009 11:27:30 AM Illuminance Meter Array Page 2 of 2
Meters are Aligned with Face Horizontal
RIVERA OFFICE BLDG (FEDERAL WAY) INTERSECTION ANALYSIS
Y 5.00 15.00 25.00 35.00 45.00 55.00 65.00
Coord 0.00 10.00 20.00 30.00 40.00 50.00 60.00
-------------------------------------------------------> +X Coordinates
65.001 + + + + + + + +
1 .466 .559 .614 .620 .589 .503 .414 .346
1
60.001 + + + + + + + + + +
1 .397 .484 .562 .607 .591 .557 .483 .391 .337 .300
1
55.001 + + + + + + + + + + + +
{ .381 .455 .530 .600 .663 .678 .629 .560 .467 .395 .365 .356
1
50.001 + + + + + + + + + + + + +
1 .380 .451 .520 .604 .668 .727 .773 .739 .689 .609 .513 .480 .475
1
45.001 + + + + + + + + + + + + + +
1 .342 .410 .501 .569 .644 .715 .796 .850 .879 .852 .800 .735 .647 .661
I
40 . 00 ( + + + + + + + + + + + + + +
1 .350 .430 .514 .583 .647 .730 .823 .905 .965 1.01 1.04 1.04 .991 .967
I
35.001 + + + + + + + + + + + + + +
1 .348 .428 .502 .565 .607 .695 .810 .917 1.03 1.18 1.29 1.42 1.46 1.39
1
30.001 + + + + + + + + + + + + + +
1 .325 .398 .461 .513 .537 .633 .757 .895 1.05 1.21 1.45 1.79 1.97 1.90
1
25.001 + + + + + + + + + + + + + +
1 .265 .328 .385 .427 .451 .535 .667 .828 .956 1.11 1.36 1.75 2.10 2.19
1
20.001 + + + + + + + + + + + + + +
1 .207 .256 .299 .328 .347 .415 .537 .695 .794 .907 1.07 1.30 1.56 1.72
1
15.001 + + + + + + + + + + + + + +
1 .157 .194 .224 .249 .266 .325 .417 .540 .601 .667 .750 .848 .970 1.04
1
10.001 + + + + + + + + + + + + +
1 .151 .173 .196 .214 .269 .330 .394 .423 .466 .516 .564 .631 .671
1
5.001 + + + + + + + + + + +
I .138 .160 .180 .223 .266 .295 .315 .334 .372 .407 .452
I
0.001 + + + + + + + + +
1 .130 .153 .185 .211 .223 .238 .258 .278 .309
Lower Left Corner: X = 0.00 Y = 0.00 Z = 0.00
LINE LOSS CALCULATIONS AND LOAD CALCULATIONS
Lum #
Watts
Amps
Gen. Loc.
1
150
0.75
new light on 16th Ave S
2
150
0.75
new light on S 304th St
3
150
0.75
new light on S 304th St
VOLTAGE DROP CALCULATIONS
Circuit Conductor Load on Segment
A
Sum of
L
Length
R
Resistance
2ALR
Voltage
Sum of
%Volt
Segment Size # of Loads load per
Loads
ft
(}
(ohms)
Drop
Volt Drop
Drop
Service to A #8 3 0.75
2.25
30
0.000809 0.11
0.11
0.0%
A to B #8 3 0.75
B to C #8 2
2.25
200
0.000809
0.73
0.84
0.3%
0.75
C to D #$ i 0.75
1.5
0.75
115
0.000809
0.28
1.12
0.5%
175
0.000809
0.21
1.33
0.6%
Contactor #2 Total Load = 2.25
3.15
Maximum Allowable Voltage Drop = 5% or 12 volts
Circuit 2 voltage drop (%) using #8 wire =
0.55%
1.33 volts
Branch Breaker Size = 140% of load (1 amp) = 1.4 amps. Use 30 amp branch breaker
Circuit Ampacity = The smallest conductor in the circuit is #8 with an ampacity of 50 amps (excl #10 pole)
Contactor Size = 30 amps, minimum size that exceeds the circuit load
rivera st Itg.xls, line loss
2/4/2009
William Popp Associates
RIVERA OFFICE BUILDING
CONDUIT CAPACITY CHECK
Job: Rivera Office Building
1/30/2009
Description: Illumination Conduit Size Check
Maximum Conduit Fill =
26%
new conduit
Maximum Conduit Fill =
40%
existing conduit
Total
Conduit
Total
Conduit
Total Conduit
Total
Conduit
Total
Wire
RUN # Wire Qtv Area
#'i
Area
42
Area #3
Area
#4
Area
Check
1 extg 2c(s)-#14
0 0.09
0
0
0
0
0
0
0
3c(s)-#20
0 0.07
0
0
0
0
0
0
0
0
0
0
4c(s)-#18
0 0.06
0
0
0
0
0
0
0
0
0
5c-#14
0
0.14
0
0
0
0
0
0
0
0
0
0
7c-#14
0
0.17
0
0
0
0
0
0
0
0
0
8c-#14
0
0.20
0
0
0
0
0
0
0
0
0
10c-#14
0
0.29
0
0
0
0
0
0
0
0
0
20c
0
0.92
0
0
0
0
0
0
0
0
0
Video Det (RG59, 5c #18)
0
0.246
0
0
0
0
0
6 pr cc #1 9
0
0.32
0
0
0
0
0
0
0
0
0
0
0
USE 12
0
0.026
0
0
0
0
0
0
0
0
0
0
0
USE 10
0
0.033
0
0
0
0
0
0
0
0
0
USE 8
6
0.056
4
022
2
0.11
0
0
0
0
0
USE 6
0
0.073
0
0
0
0
0
0
0
0
0
USE 4
0
0.097
0
0
0
0
0
0
0
0
0
USE 3
0
0.113
0
0
0
0
0
0
0
0
0
USE 21-
J
0.133
0
0
0
0
0
0
0
0
0
Total Wire Area
0.22
0.11
0
0
RUN #
1 extg
1 extg
1 extg
1 extg
Minimum Conduit Size (at 40% fill)
0.8
0.6
0.0
Minimum Conduit Size (at 26% fill)
1.0
0.7
0.0
0.0
Suggested Conduit Size
1.5
1.5
0.0
Existing Conduit Size
1.0
1.0
none
n/a
none
n/a
Total
Conduit
Total
Conduit
Total Conduit
Total
Conduit
Total
Wire
RUN # lNire
#1
Area
#2
Area #3
Area
#4
Area
Check
2 2c(s)-#1409
0
0
0
0
0
0
0
0
0
3c(s)-#2007
TQtArea,
0
0
0
0
0
0
0
0
0
4c(s)-#186
0
0
0
0
0
0
0
0
0
5c-='/ 414
0
0
0
0
0
0
0
0
0
7c-#140.17
0
0
0
0
0
0
0
0
0
8c-#14
0
0.20
0
0
0
0
0
0
0
0
0
10c-#14
0
0.29
0
0
0
0
0
0
0
0
0
20c
0
0.92
0
0
0
0
0
0
0
0
0
Video Det (RG59, 5c #18)
0
0.246
0
0
0
0
0
6 pr cc #19
0
0.32
0
0
0
0
0
0
0
0
0
0
0
USE 12
0
0.026
0
0
0
0
0
0
0
0
0
0
0
USE 10
Q
0.033
0
0
0
0
0
0
0
0
0
USE 8
3
0.056
3
017
0
0
0
0
0
0
0
USE 6
0
0.073
0
0
0
0
0
0
0
(]
0
USE 4
0
0.097
0
0
0
0
0
0
0
t]
0
USE 3
0
0.113
0
0
0
0
0
0
0
0
0
USE 2 0 0.133
0
0
0
0
0
0
0
0
0
Total Wire Area
0.17
0
0
0
RUN #
2
2
2
2
Minimum Conduit Size (at 40% Fill)
0.7
0
0.0
Minimum Conduit Size (at 26% fill)
0.9
0.0
0.0
0.0
Suggested Conduit Size
1.5
none
none
0.0
none
Existing Conduit Size
n/a
n/a
n/a
n/a
rivera sl Itg xls, Sheet1
2i4i2009 William Popp Associafes
RIVERA OFFICE BUILDING
CONDUIT CAPACITY CHECK
Total
RUN # Wire 0tv Area
Qty
i111
Total
Area
Qty
#2
Total
Area
Qty
#3
Total
Area
Qty
#4
Total
Area
Wire
Check
3 2c(s)-#14 0 0.09
0
0
0
0
0
0
0
0
0
3c(s)-#20 0 0.07
0
0
0
0
0
0
0
0
0
4C(s)-#18 0 0.06
0
0
0
0
0
0
0
0
0
5c-#14 0 0.14
0
0
0
0
0
0
0
0
0
7c-#14 0 0.17
0
0
0
0
0
0
0
0
0
8c-#14 0 0.20
0
0
0
0
0
0
0
0
0
10c-#14 0 0.29
0
0
0
0
0
0
0
0
0
20c 0 0.92
0
0
0
0
0
0
0
0
0
Video Det (RG59, 5c #18) 0 0.246
0
0
0
0
0
0
0
0
0
6 pr cc #19 0 0.32
0
0
0
0
0
0
0
0
0
USE 12 0 0.026
0
0
0
0
0
0
0
0
0
USE 10 3 0.033
3
01
0
0
0
0
0
0
0
USE 8 a 0.056
0
0
0
0
0
0
0
0
0
USE 6 0 0.073
0
0
0
0
0
0
0
0
0
USE 4 0 0.097
0
0
0
0
0
0
0
0
0
USE 3 0 0.113
0
0
0
0
0
0
0
0
0
USE 21 0 0.133
0
0
0
0
0
0
0
0
0
Total Wire Area
0.1
0
0
0
RUN #
3
3
3
3
Minimum Conduit Size (at 40% fill)
0.6
0
0.0
0.0
Minimum Conduit Size (at 26% fill)
0.7
0.0
00
0.0
Suggested Conduit Size
1.5
none
none
none
Existing Conduit Size
n/a
n/a
n/a
n/a
rivera st Itg As. Sheetl
2r4r2009 William Popp Associates
LUMINAIRE SCHEDULE
PER PLAN
Gil
T
LOCAON
MAST
POLE
STATION
OFFSET
LUMINAIRES
REFERENCE
CIRCUIT
LUMINAIRE
ARM
HEIGHT
BASE
NO.
NO,
NO.
(FT)
(FT)
WATTAGE -DISTRIBUTION -TYPE
(FT)
(FT)
TYPE
COMMENTS
CIRCUIT 2
30
FIXED
'J' SERIES O F FEDERAL
LIGHT39
1
__--
(CONTACTOR 2)
30+45
28.78'R
15OW HPS MC3
12'
FOR DETAILS INCL DITY
WAY DWG 3 INCLUDING
CIRCUIT 2
"J" SERIES LIGHT STANDARD. SEE CITY OF FEDERAL
2
____
(CONTACTOR 2)
14+91
31.50 'L
150W HPS MC3
12'
30
FIXED
WAY DWG 3-39 FOR DETAILS INCLUDING FOUNDATION
CIRCUIT 2
J" SERIES LIGHT STANDARD. SEE CITY OF FEDERAL
3
—__
(CONTACTOR 2)
13+15
31.50 'L
150W HPS MC3
12'
30
FIXED
WAY DWG 3-39 FOR DETAILS INCLUDING FOUNDATION
WIRING SCHEDULE
RUN
CONDUIT
NO.
SIZE
CONDUCTOR
COMMENTS
2-#8 (EXISTING)
INTERSECTION LIGHTING (CONTACTOR #1)
1" EXISTING
ADD 2-#8
S 304TH ST, 16TH AVE S LTG ON
❑
CONTACTOR #2
1-#8 (EXISTING)
BARE GROUND
1" EXISTING
ADD #B
NEW GROUND
Q
2" PVC
2-#8
CIRCUIT 2 (CONTACTOR #2)
BARE
(SCH 40)
PLUS GROUND
#B
"
2" PVC
2-#B
CIRCUIT 2 (CONTACTOR #2)
BARE
■
(SCH 80)
PLUS GROUND
#8
Q
2" PVC
2-#B
LIGHT POLE RUN
BARE
(SCH 40)
PLUS GROUND
#8
Wr2C
PVC40)
H
FUTURE USE
GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF FEDERAL WAY
STANDARDS AND THESE PLANS.
2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE
VERIFIED IN THE FIELD BY THE ENGINEER AS NECESSARY.
3. INSTALL ALL MATERIALS SHOWN ON THE PLAN. ALL MATERIALS SHALL
BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY.
4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF REDMOND
FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE.
S. ALL NEW NEW CONDUIT SHALL BE LOCATED AT BACK OF SIDEWALK.
6. ALL NEW CONDUIT RUNS SHALL HAVE A MINIMUM 24" COVER AND
INCLUDE A DETECTABLE PULL TAPE
CONSTRUCTION NOTES
tO RUN NEW LIGHTING CIRCUIT THROUGH EXISTING JUNCTION BOX AND
CONDUIT TO EXISTING SERVICE CABINET. SEE WIRING SCHEDULE FOR
DETAILS. CONNECT NEW LIGHTS TO CONTACTOR #2 (CURRENTLY OPEN).
COORDINATE WITH CITY OF FEDERAL WAY PRIOR TO OPENING OF SERVICE
CABINET AND CONNECTION. (253) 835-2607.
O INSTALL NEW LUMINAIRE, POLE, AND POLE FOUNDATION PER LUMINAIRE
SCHEDULE AND LIGHTING DETAILS PER THESE PLANS. POLE AND
JUNCTION BOX SHALL BE LOCATED AT BACK OF NEW !SIDEWALK.
ADJUST POLE BASE TO FINISH GRADE OF SIDEWALK.
3Q INSTALL NEW CONDUIT AND JUNCTION BOX AS SHOWN FOR FUTURE
LIGHTING EXTENSION.
.#3 # 2
13�00 2 14VO l5yo
S. 304TH ST.
MINOR COLLECTOR -
yyAArr r+>±•1 ,
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THE LOCATION OF EXISTING FEATURES SHOWN ARE APPROXIMATE AND
SHALL BE VERIFIED BY THE FIELD ENGINEER AS NECESSARY. VILLIAM
POPP ASSOCIATES DOES NOT WARRANT OR GUARANTEE THE ACCURACY
OR COMPLETENESS OF THE EXISTING DATA SHOWN HEREIN.
RESUBMF"T" D
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GITY OF FEDEF, N.G.V.D- 1929 (KM)
BUILDING DE- 1.
CALL BEFORE YOU DIG
1-800-424-5555
FEB 9. 2009
Date
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Checked By Date
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Sheet No.
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GROUND FINISH
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WASHERS.
63-T6 ALUMINUM ALLOY SHAFT, TAPERED FROM 8"
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SATIN BRUSHED FINISH
NOTES L
1. ASSEMBLIES DESIGNED TO SUPPORT MAX. LUMINAIRE
SIZE OF L5 SO. FT. EP-A. AND 60 LBS, IN A 100 MPH
ISOTACH / 130 MPH GUST VELOCITY WIND.
2. 4043 FILLER WiE USED FOR WELDINC,
3. ONLY THE BASE FLANGE WELDS ARE HEAT-TREATED-
4. BASE FLANGE SHALL ACCOMMODATE 11" TO 12"
BOLT CIRCLE.
5. (4) 1-- 8 NC STEEL ANCHOR BOLTS ASTM 2" 11j1" DIA.
A 576, A1S1 GRADE 1021-1046, 50,000 BOLT CIRCLE
PSI = MIN. YIELD MEAN W. OF ROD -
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LESS THAN 6' PLANTER STRIP:
PIRNOPERTY
POLE MUST BE BEHIND SIDEWALK
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6' OR GREATER PLANTER STRIP:
JUNCTION BOX SHALL BE SET
ADJACENT
POLE CAN BE IN PLANTER STRIP IMMEDIATELY
TO POLE BASE AND SURROUNDED BY
ADJACENT TO SIDEWALK.
CONCRETE BOTTOM OF BOX MUST BE
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JUNCTION BOX SHALL PAD PER
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INSTALL AND CONNECT TO 2
STD. PLAN J-11a STRANDED
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J-BOX TO ABUT
BACK OF WALK. 1' SCH. 40 2" SCH. 4
"ILSCO" TYPE ULT COPPER PVC CONDUIT PVC CONDUIT
CRIMP OR APPROVED EQUAL �y7• TO POWER VAULT
TO BE CDNNECTEb BY
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OR APPROVED EQUAL U.S.E.
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DWG. NO.
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Date
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WEIR FEB 6, 2009
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ITV OF Fe-lei-zRAL WA
Project No.
p I I L ®I O V G D I P-r.
'G�� V i,
BUILDING
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Sheet No.
Sheet 2 of 2
LAKEHAVEN UTILITY DISTRICT
SEWER USE SURVEY FOR ALL NON-RESIDENTIAL ESTABLISHMENTS
GENERAL INFORMATION
1.
2.
Company/business name EW . 621 G k )e 1I%L-12-4 _
Site address 04 IV S • !.v A/
Tax Parcel Number(s) _06j
LQ"201/, a
h 1/ o 4 47O
zr Qq 4Y20 5
Contact official A LEX
5A So A)oer
Title
4 a 4wl T-LsCT
Mailing address *ZW/ S- W- 107-NO ST A&AVC- ,, WA, a V GG
Telephone number 264, 242 57 r)
Type of business conducted:
Aluminum Forming
Auto Body/Repair
Battery Manufacturing
Boatyard/Repair
Cement Manufacturing
_ Construction
Copper Forming
Electrical/Electronic
Components Manufacturing
Electroplating
Food Processing
_ Ink Formulating
Fax number 166 2qZ V43
Laundry
Leather Tanning/Finishing
Machine Shop
Meat/Seafood Processing
_ Medical/Dental
Metal Finishing/Molding
Nonferrous Metals
Painting/Coatings
Paving & Roofing
Photo/X-ray Finishing
_ Plastics Molding/Forming
Printing/Graphics
Pulp & Paper
Radiator Repair
_ Restaurant/Deli
Retail/Wholesale Store
_ School
Other (Describe in item #5)
3. NAICS Number(s)
4. Provide a brief narrative description of the activities your firm conducts including any manufacturing, production, or
service activities. A1,6VE dl-- Tt C. dw,0, r SEC -Al L-6ASED, 564,104 &56
S &lave j TO /b4ff Sv A" 111 TC0 AT [4-YE12 PATE'
5. Is an Accidental Spill Prevention Plan (ASPP) prepared for this facility?
[ ] Yes L4 No
Note to Signing Official: In accordance with Title 40 of the Code of Federal Regulations Part 403.14, information and data
provided in this questionnaire which identifies the nature and frequency of discharge shall be available to the public without
restriction. Requests for confidential treatment of other information shall be governed by procedures specified in 40 CFR Part
2. Should a Discharge Agreement or Permit be required for your facility, the information in this questionnaire will be used to
issue the Agreement or Permit. This is to be signed by an authorized official of your firm after adequate completion of this
form and review of the information by the signing official.
I have personally examined and am familiar with the information submitted in this document and attachments.
Based upon my inquiry of those individuals immediately responsible for obtaining the information reported herein,
I believe that the submitted information is true, accurate and complete. I am aware that there are significant
penalties for submitting false information, including the possibility of fine and/or imprisonment.
RESUBMITTED
Date: //�7/�� Signature: NOV 0 7 2008
CITY OF FEDERAL WAY
District Use Only -Service ID BUILDING D T
age 1
0
7.
E
10.
11.
LAKEHAVEN UTILITY DISTRICT
SEWER USE SURVEY FOR ALL NON-RESIDENTIAL ESTABLISHMENTS
This facility generates the following types and amounts of wastes (check all that apply):
1.[ ] Domestic wastes
(restrooms, showers, etc.)
2.[ ] Cooling water, non -contact
3.[ ] Boiler/towerblowdown
4.[ ] Cooling water, contact
5.[ ] Process wastes
6.[ ] Equipment/facility washdown
7.[ ] Air pollution control unit
8.[ ] Stormwater run-off to sanitary sewer
9.[ ] Other (describe)
Average Gallons Per Day
[ ] estimated [ ] measured
] estimated
[ ] measured
] estimated
[ ] measured
] estimated
[ ] measured
] estimated
[ ] measured
] estimated
[ ] measured
] estimated
[ ] measured
] estimated
[ ] measured
] estimated
[ ] measured
Total 6.1 - 6.9
Wastes are discharged/disposed to (check all that apply and quantities):
Average Gallons Per Day
[ ] Sanitary sewer
[ ] estimated t
[ ] Septic system
[ ] estimated _
[ ] Storm sewer
[ ] estimated
[ ] Surface water
[ ] estimated
[ ] Waste haulers
[ ] estimated
[ ] Evaporation
[ ] estimated
[ ] Other (describe)
[ ] estimated
Please provide name, address & frequency of waste hauler(s), if used.
Do/Will you use or store any of the following (check all that apply):
_ Acids _ Caustics _ Paints(water based)
Anti -freeze _ Dyes/Inks _ Paints(oil based)
_ Batteries Gases/Aerosols _ Petroleum/Oils
Others(specify):
[ ] measured
[ ] measured
[ ] measured
[ ] measured
[ ] measured
[ ] measured
[ ] measured
_ Pesticides/Herbicides
_ Photo Chemicals
Solvents
Are any of the following fixtures connected to the sanitary sewer(check all that apply) [ ]Floor drains
[ ] Sumps [ ] Other
Does this facility have a grease trap and/or an oil and grease separator?
[ ] Yes K No [ ] Don't know
Does this facility use any other pretreatment devices or processes for treating wastewater or sludge?
[ ] Yes M No
Please describe:
12. If any analyses have been performed on wastewater or sludge produced by your facility please attach a copy of the
most recent data to this questionnaire. Be certain to include the date of the analysis, name of the laboratory
performing the analysis, and location(s) from which the sample(s) were taken (attach sketches, plans, etc., as
necessary).
District Use Only -Service ID Page 2
LAKEHAVEN UTILITY DISTRICT
CROSS CONNECTION CONTROL PROGRAM
WATER USE QUESTIONAIRE
This form shall be completed by the applicant for each structure and/or irrigation/fire system for which water service is
requested from the District, with the exception of single-family residences.
Applicant's Name:
T2. 21G/L /Z/ t/E 2A
Phone:
%q 5 3 Z47 2 ae-
Fax:
Mailing Address:
R, v, 130X GIGD
City:
-,56ANv2Si
State:
WA
Zip:
17V-04Z
Property Address:
lap o So.164TH sr. -F-. W 1
City:
FEDI AM- tVAY
State:
WA .
Zip:
Will the premise have or use any of the following items? Please mark ("X" or "v/ ") the appropriate column for each
numbered item. If not sure an item will be used, the backflow prevention requirement will be enforced as if it were, in
fact, used. Additional spaces are provided for the applicant to insert items, which he/she considers may require
backflow revention.
NOT NOT
YES NO SURE YES NO SURE
1 Air compressors 28 Hot tubs
2
Air conditioning systems
X
29
Hydrotherapy baths
3
Aspirators, medical/lab
30
Ice machines
4
Autoclaves
31
Irrigation systems
X
5
Autopsy tables
32
Industrial fluids stems
6
Auxiliary water supply on the
remises
33
Janitor sinks
V
!+
7
Boiler feed lines
34
Laboratory equipment
8
Booster or any other type of water
um
35
Makeup tanks
9
Bottle washing equipment
36
Photo developing sinks/tanks
10
Car washing equipment
37
Pump rime lines
11
Chemical feeds for industrial
rocess ore ui ment
38
Radiator flushing equipment
12
Chlorinators
39
Sewer -connected equipment
13
Commercial dishwashers
40
Spas
14
Commercial laundry machines
41
Steam -generating equipment
15
Computer cooling lines
42
Sterilizers
16
Cooling towers
43
Stills
17
COz dispensing equipment
44
Swimmin ools
18
Degreasing equipment
45
Trap rimers
19
Dental equipment
46
Used or Eray waters stems
20
Dialysis equipment
47
X-ray equipment
21
Dye vats and/or tanks
22
Etching tanks
23
Fermenting tanks
24
Film processors
25
Firesprinkler systems
26 1
Heat exchangers
6 27
TO
Heat um s
1 '
CCCPM:
1
CCCPM REVIEW:
DEVICE REQUIRED: PREMISE ISOLATION AIR GAP RPBA RPDA
(Circle All That Apply) DCVA DCDA PVBA SVBA AVB NONE
COPY TO D/S:
METER APPLICATIO: 1TTED
NOV 0 7 2008
CITY OF FEDERAL WAY
BUILDING DEPT.
CITY OF CITY HALL
A�k Federal Way 33325 8th Avenue South
Mailing Address: PO Box 9718
Federal Way, WA 98063-9718
(253) 835-7000
www. cityoffederal way, com
July 2, 2008
Mr. Alexander G. Sasonoff,
2201 SW 152"' Street
Burien, WA 98166
Re: File # 07-105965-00-UP; REVIEW COMMENTS
Rivera Office Building; 1600 South 304`h Street, Federal Way
Dear Mr. Sasonoff:
A review of your resubmittal for the Land Use Process III and SEPA Checklist has been completed.
Please see the' following comments from each department regarding your project.
Planning, David Lee (253-835-2622, david.leg@,citMffederilway.com
Land Use Process III Review
1. During the April 5, 2007, preapplication conference, it was relayed to the applicant that the parking
requirement was one parking space per 300 square feet of gross floor area as prescribed by Federal
Way City Code (FWCC) Section 22-696. Since the conference, and before the formal submittal of the
Land Use Process III and SEPA Checklist, an amendment to FWCC Section 22-696 was adopted to
add a separate parking calculation of one space for every 225 square feet of gross floor area for
medical and dental office uses. The current plan calls for a total 19,960 square -foot medical and
dental office building. The applicant has since submitted a parking study by William Pop Associates
showing that the proposed amount of parking will adequately serve the medical/dental office use
based on a one parking space to 300 square feet of gross floor area. The city concurs with this
analysis; therefore, the minimum amount of parking for this facility will be 67 parking stalls.
2. Please note the following on the landscape plan (per FWCC Section 22-1564[i]): Shrubs shall be a
minimum 12-25 inches in height (measured from top of shrub to the ground) at the time of planting
based on the following: 1) Small Shrubs — 12 inches 2) Medium Shrubs —18 inches 3) Large Shrubs
— 24 inches.
PW Development Services, Ann Dower (253-835-2732, ann.dowerkeitvoffederaltivay.conI
Boundary Line Adjustment (07-104436-00)
Please make the following revisions:
File #07-105965-00-UP
Doc ID 45984
Mr. Alexander G. Sasonoff
Page 2
July 2, 2008
1. The lot closure calculations must be stamped by a professional land surveyor.
2. An updated title report must be submitted.
3. All parties of interest, including owners and lenders, must sign the final mylar. Please add
any necessary names to the authorization.
4. Show all existing easements.
General Items
Plans
Plans are ready for land use approval as submitted. The following issues were noted and will need to be
addressed during engineering review.
1. Will there be utility conflicts when the storm conveyance system is installed on South 304`h Street? If
so, identify which utilities will be in conflict and how this will be resolved. Please note that if there is
a conflict with the existing abandoned water main, it must be removed.
2. Clearly indicate which utility lines are proposed and how street crossings will be made. Open cutting
on 16` Avenue South is prohibited. On South 304`h Street, boring is required unless technical
unfeasible. The applicant would be required to demonstrate why a bore is not feasible. Mitigation will
be required for pavement cuts larger than 12 x 12 inches for utility potholing. A pavement cut
required for a utility tie-in will cost $2,500 for pavement damage. The remainder of the run must be
bored, or grind and overlay requirements will be imposed.
3. Streetlights will be required. Please submit photometric diagrams, line loss calculations, and plans
with the first submittal of engineering plans.
4. If the stormwater vault is cast -in -place, structural design and review are required. Please submit
structural drawings and calculations, along with a $2,000 review fee deposit for out -of -house
structural review. If the stormwater vault is precast, please submit stamped structural plans with the
engineering plans.
5. Public sidewalks must be free and clear of any obstacles, such as the phone pedestal.
6. There appears to be no reason to leave the existing gravel area and vegetation so prominently shown
on every sheet. Please remove from all except the TESC plan as it makes the plans difficult to read.
The plans are generally difficult to read; a larger variety of line weights and less hatching should be
incorporated.
Technical Information Report
Accepted for preliminary approval as submitted. Underground detention and/or water quality facilities are
approved for this development proposal.
File #07-105965-00-UP Doc m 45994
Mr. Alexander G. Sasonoff
Page 3
July 2, 2008
PW Traffic, Soma Chattopadhyay (253-835-2745, soma.chatto adh a .ci offederaiNva .com
1. Please show the driveway locations of adjacent properties and distance from the driveway of the
project. Please confirm the driveway spacing is more than 150 feet.
2. Please show existing and new streetlights and submit streetlight plan, photometric, and line loss
calculation.
3. Please show the required right-of-way dedication along 16'h Avenue South and please show width of
the sidewalk, planter strips, and pavement width along South 304lh Street and 16lh Avenue South.
CLOSING
Your project is now on hold until we receive the information requested. With your resubmittal, please
provide five copies of a response letter which addresses each issue listed. Please use the enclosed
Resubmittal Form. After receipt of your final mylars for the Boundary Line Adjustment, I will contact
you regarding the necessary fees for the recording of the mylars. Recording fees must be paid prior to the
city's submittal of the mylars and associated documents to the King County Recorder's Office. You must
resubmit your application materials within 180 days or your project will be deemed expired per FWCC
Section 22-34. If you should have any questions you may contact me at 253-835-2622, or
david.lee@cityoffederalway-com. I look forward to working with you on this project.
Sincerely,
David Lee
Associate Planner
enc: Resubmittal Form
c: Ann Dower, Senior Engineering Plans Reviewer
Soma Chattopadhyay, Traffic Engineer
File #07-105965-00-UP Doc ID 45984
February 4, 2008
City of Federal Way
Planning Department
Dear Sirs:
Written Comments: Rivera Office
Building So. 304th and 16th .Ave. So.
1 would like to preface all comments by welcoming the development
that is proposed. It will stop the illegal dumping that has
been prevalent in the past 10 years. 1 have lived in the same
house since 1952 and recall the lovely home and yard that was
at that location. I look forward to the same in the proposed
office building.
I am first and foremost concerned with surface water runoff
onto So. 304th St. I understand this is addressed wdAA in
the proposed plans. 1 dont want my current problem to become
worse.
My other concern is that with the proposed 19,960--`q.uare footage
it will generate traffic_ for So. 304th St. Cars will turn
both right and left out of the driveway. I just want -;to be sure
that any needed improvements such as street lighting or signage
will. follow. With both Federal Way High School and the office
building will there be a need for sidewalks, etc.?
Thank you for your time and consideration.
Sincerely,
Lau a M. Hubbell
1404 So. 304th St.
Federal Way, WA 98003
va 04ZO
CM Of FEDERAL WAY
CITY OF FEDERAL WAY
NOTICE Of LAND USE APPLICATION
Project Name: Rivera Office Building
Project Description: Proposal for a 19,960
square -foot medical office building and as-
so(Ated'site improvements.
Applicant: Alexander G. Sasonoff,
2201 SW 152nd Street, Burien, WA 98166
Agent: Same ps applicant
Owner: Dr. Richard Rivera,
PO Box 960, Seahurst, WA
Project Location: South 304th Street &
16th Avenue South (Parcel #052104-9204)
Date Application Received:
November 5, 2007
Date Determined Complete:
December 15, 2007
Date of Notice of Application:
January 19, 2008
Comment Deadline:
5 p.m., February 4, 2008
Permits Required:
Land Use Process III (07-105965-00-U,P)
SEPA Determination:
File #07-105966-00-SE
Other Permits Known at this Time
and not Included in this Application:
Building Permit / Engineering Approval
Relevant Environmental Documents:
Environmental Checklist, Stormwater/
Drainage Technical Information Report (TtR)
Relevant Environmental Documents are
Available at the Address Below:
X Yes No
Development Regulations to be used for
Project Mitigation, Known at this Time:
Federal Way City Code (FWCC) ,
Any person may submit written comments
on the environmental impacts of the pro-
posal to the Director of Community Develop-
ment Services by 5:00 p.m. on February 4,
2008. Details of appeal procedures for the
requested environmental decision will be
included with the written decision.
Consistency with Applicable City Plans
and Regulations: The project will be
reviewed for consistency with all applicable
codes and regulations, including the FWCC
environmental and zoning codes; surface
and stormwater management codes; King
County Road Standards; and King County
Surface Water Design Manual.
City Contact: Associate Planner David
Lee,253-835-2622
The official file is available for public review
at the City of Federal Way, Department of
Community Development Services, 33325
8th Avenue South, PO Box 9718, Federal
Way, WA 98063-9718.
FWM 1342
Date of Publication: January 19, 2008.
FEDERAL WAY
I R�,OR
A SOUND PUBLISHING NEWSPAPER
Affidavit of Publication
Stuart Chernis, being first duly sworn on oath, deposes and says that he is the Publisher
of The Federal Way Mirror, a semi -weekly newspaper. That said newspaper is published
in the English language continually as a semi -weekly newspaper in Federal Way, King
County, Washington, and is now and during all of said time has been printed in an office
maintained at the aforementioned place of publication of said newspaper.
That the annexed is a true copy of a legal advertisement placed by
City of Federal Way
L-1342
as it was published in regular issues (and not in supplemental form) of said newspaper
once each week for a period of one consecutive week(s), commencing on the 19th
day of January, 2008 , and ending on the 19th day of January, 2008, both dates
inclusive, and that such newspaper was regularly distributed to its readers during all of
said period.
That the full amount of the fee charged for the foregoing publication is the sum of
132.66 which amount has been paid in full, or billed at the legal rate according to RCW
65.16.090
Subscribed to and sworn before me this 23rd day of January, 2008.
Notary Public in and for the State of Washington,
Residing at Federal Way
5 L1�
1414 S. 324th STREET, SUITE B210, fEDERAL WAY, WA 98003 ■ 253-925-5565 n f A X: 253-925-5750
CITY of
Federal Way
NOTICE OF LAND USE APPLICATION
Project Name: Rivera Office Building
Project Description: Proposal for a 19,960 square -foot medical office building and associated site
improvements.
Applicant: Alexander G. Sasonoff, 2201 SW 152°a Street, Burien, WA 98166
Agent: Same as applicant
Owner: Dr. Richard Rivera, PO Box 960, Seahurst, WA
Project Location: South 304t' Street & 16`hAvenue South (Parcel #052104-9204)
Date Application Received.• November 5, 2007
Date Determined Complete: December 15, 2007
Date of Notice of Application: January 19, 2008
Comment Deadline: 5 p.m., February 4, 2008
Permits Required: Land Use Process III (07-105965-00-UP)
SEPA Determination: File #07-105966-00-SE
Other Permits Known at this Time and not Included in this Application: Building Permit / Engineering
Approval
Relevant Environmental Documents: Environmental Checklist, Stormwater/Drainage Technical
Information Report (TIR)
Relevant Environmental Documents are Available at the Address Below: X Yes No
Development Regulations to be used for Project Mitigation, Known at this Time: Federal Way City Code
(FWCC)
Any person may submit written comments on the environmental impacts of the proposal to the Director
of Community Development Services by 5:00 p.m. on February 4, 2008. Details of appeal procedures
for the requested environmental decision will be included with the written decision.
Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency
with all applicable codes and regulations, including the FWCC environmental and zoning codes; surface
and stormwater management codes; King County Road Standards; and King County Surface Water
Design Manual.
City Contact: Associate Planner David Lee, 253-835-2622
The official file is available for public review at the City of Federal Way, Department of Community
Development Services, 33325 8 b Avenue South, PO Box 9718, Federal Way, WA 98063-9718.
Published in the Federal Way Mirror on January 19, 2008.
Doc. I D. 43773
CITY OF
L Federal Way
January 17, 2008
Alexander G. Sasonoff
2201 SW 152°1 Street
Burien, WA 98166
CITY HALL
33325 8th Avenue South
Mailing Address: PO Box 9718
Federal Way, WA 98063-9718
(253) 835-7000
www.cityoffederalway.com
RE: File#07-105965-00-UP/07-105966-00-SE; NOTICE OF COMPLETENESS/PRELIMINARY REVIEW
Rivera Office Building,1600 South 3041' Street, Federal Way
Dear Mr. Sasonoff:
On November 5, 2007, the City of Federal Way's Department of Community Development Services
received your Use Process III application and State Environmental Policy Act (SEPA) Checklist to
construct a 19,960 square -foot office building and associated site improvements. Pursuant to the
development application submittal requirements established in Federal Way City Code (FWCC) Sections
22-389 and 18-49, the City has 28 days to determine whether your application is complete. On November
28, 2007, the City issued a letter deeming your project "Incomplete." A subsequent resubmittal to the City
was made on November 29, 2007.
COMPLETE APPLICATION
Pursuant to FWCC, after review of the resubmittal, the application is deemed complete as of December 15,
2007, based on the submittal requirements for Process III Project approval. A 120-day time -line for
reviewing the project has started as of this date. The City has 120 days from the date that an application is
deemed complete to take action on the application. As you are aware, the 120-day time -line may be stopped
if the City determines that additional information is required to meet the requirements of the FWCC, as
discussed below.
Having met the submittal requirements, pursuant to the FWCC, a Notice of Application (NOA) will be
published in the Federal Way Mirror on January 19, 2008.
PRELIMINARY REVIEW
A preliminary review of your Land Use Process III and SEPA Checklist has been completed. Please see
the following comments from each department regarding your project.
Planning, David Lee (253-835-2622, david.lee@cityoffederalway.com)
Land Use Process III Review:
1. During the April 5, 2007 preapplication conference, it was relayed to the applicant that the parking
requirement was 1 parking space per 300 square feet of gross floor area as prescribed by FWCC
Section 22-696. Since the conference, and before the formal submittal of the Land Use Process III
and SEPA Checklist, an amendment to FWCC Section 22-696 was adopted to add a separate parking
calculation of l space for every 225 square feet of gross floor area for medical and dental office
Mr.'ga`sonoff
January 17, 2008
Page 2
uses. The current plan calls for a total of 19,960 square -foot medical and dental office building.
Therefore, the minimum amount of parking to be provided is 89 parking stalls. The current plan calls
for 67 parking stalls. Additionally, please be aware that the amount of parking lot landscaping is
directly related to the amount of parking stalls provided. 22 square feet of parking lot landscaping is
required per parking space. Landscaping only in vehicular circulation areas will be counted towards
parking lot landscaping.
Please revise the plan to show, at a minimum, 89 parking stalls, and provide 22 square feet of
parking lot landscaping per stall (a total of 1,958 square feet). As an alternative, the applicant may
submit a parking study showing that the proposed amount of parking will adequately serve the
medical/dental office use.
2. Per FWCC Section 22-1567(e)(1), parking areas adjacent to public right-of-way shall incorporate
berms of at least three feet in height within perimeter landscape areas; or alternatively, add
substantial shrub plantings to the required perimeter landscape type, and/or provide architectural
features of appropriate height with trees, shrubs and groundcover, in a number sufficient to act as an
efficient substitute for the three-foot berm, to reduce the visual impact of parking areas and screen
automobiles. Please demonstrate how landscaping along the southern property line (preceding the
parking lot) meets or exceeds FWCC Section 22-1567(e)(1).
3. Note #7, on sheet L-3, indicates that "Pedestrian pathways are to be delineated with distinct paving
variations such as stamped or colored concrete. Decorative paving is called out in the pedestrian
pathway areas." Please specify the paving materials, pattern and/or colors, to be used in the
pedestrian pathways and pedestrian areas.
4. Please incorporate additional pedestrian features such as benches and trash receptacles in the site
plan. The amount of pedestrian features does not meet the intent of FWCC Section 22-1634(a)(2).
SEPA Checklist Review:
1. Please amend section B.1.c. (Page 3) by listing the general types of soils that are found on the site
(for example, clay, sand, gravel, peat, mulch, etc.).
2. Please amend section 4.d. (Page 7) by listing the plant species used in the landscaping plan. The
applicant may add a separate page as an addendum to the checklist that lists the plant species
incorporated into the site plan.
Development Services, Sean Wells, P.E. (253-835-2731, sean.wells@cityoffederalway.com)
We have found items that need to be addressed prior to receiving preliminary approval from Development
Services. These items are in accordance with Chapters 21 and 22 of the Federal Way City Code and the
1998 King County Surface Water Design Manual, and are as follows:
General Items:
A stormwater adjustment and variance must be submitted and approved in order to place the water quality
and flow control facilities underground for this site. The land use approval for the site can not be
completed until this is accomplished.
07-105965
Doc I D 43992
Mr. Sasonoff
January 17, 2008
Page 3
Preliminary Engineering Plans:
1. Clearly show the required right-of-way dedications along South 304" Street and 16`n Avenue South.
Note that the radius at the corner shall be 25 feet.
2. The cross section views for South 304'n Street and 16'n Avenue South on sheet C4 are incorrect.
Mirror the cross sections so they are looking ahead in stationing, not back in stationing. Also, note
the sidewalk width of six feet, and the landscaping strip of four feet from the front edge of the
sidewalk to the face of curb. The pavement width from face of curb to the centerline is 20 feet.
3. Coordinate all site plan drawings (engineering, architectural, landscape) and make sure that the three
drawings show the same information. Particularly, pay attention to:
a. Driveway configuration to the site conforms to city detail 3-6A.
b. Property lines (existing and proposed) are drawn correctly.
C. Right-of-way dedications are shown correctly.
4. Show the stormwater vault location on sheet C3.
5. Remove the construction entrance hatching from sheet C3.
6. The pipe run from CB 10 to C137 shows 12" diameter in one location, and 8" diameter in another.
7. Please show how a garbage truck with an inside turn radius of 28.3 feet and an outside turn radius of
42 feet can maneuver in to the dumpster, turn around, and exit the site.
8. Show any required offsite tapers for westbound 304`n or southbound 16'n
9. With a correctly drawn driveway approach, CB4 appears to be with the approach tapers. Relocate
this CB to the west, outside the driveway approach and tapers.
10. Add a CB on the uphill side of the driveway.
11. Add a CB on the lower corner of the driveway, so the driveway sheet flow will be collected onsite
and not sheet flow across the public sidewalk.
12. Add the proper contours within the street right-of-way.
13. Show how the offsite drainage to the north on 16'n Avenue South will be collected and routed across
the frontage improvements.
14. Install two curb ramps at the intersection of 16'n and 304`n instead of one. Adjust the proposed
crosswalk striping as necessary. Adjust the proposed catch basin (C136) to not be within the ramp or
the wings.
15. The pipe run from C136 to the existing CB shall be 12" diameter.
16. The street tree locations and quantities will be altered based on driveway alignment and street light
locations.
Preliminary Technical Information Report:
1. Within the Project Overview section, please identify:
a. The flow control requirement is for this site. (Conditions and requirements summary)
b. The water quality requirement is for this site. (Conditions and requirements summary)
C. The type(s) and approximate size(s) of the stormwater facilities will be constructed.
d. The overall size of the project. i.e., proposed coverages, pervious, impervious, size of building,
parking lot, etc.
e. Identify how Till was determined as the soil type.
2. Within the Offsite Analysis, please identify:
a. How far away from the site each part of the downstream path is, i.e., how far away does the
conveyance route turn to the south. See KCSWDM Reverence 8-B worksheet, and include it
within the report.
b. Provide a copy of the email from Jeff Wolf.
c. Refer to KCSWDM Pages 2-9 to 2-13 for the required offsite analysis requirements.
07-105965 Doc. ID 43992
Mr. Sasonoff
January 17, 2008
Page 4
3. Core Requirement #5:
a. A 100-foot-long quarry rock entrance is required.
b. A sediment trap is required per KCSWDM D.4.5.1. Sizing is not required until final
engineering design.
4. Core Requirement #8:
a. Provide Figure 6.4. LA and show where the site is.
b. Per TIR Figure 3, the area of the site is 52,707, different than the area used of 52,271.
C. Show the work — provide equation numbers and show how and where the numbers came from.
d. The rainfall mean annual storm, R, is listed as 0.039 feet. However, the equation requires this
number to be listed as inches, or 0.47". The difference in significant digits should be paid close
attention to, as it affects the size of the facility.
e. Describe and detail how the volume of cell #1 was determined. It appears that this is only 19%
of the volume. 25% to 35% is required for the volume in the first cell.
5. Special Requirements 1 — 5: Describe in detail why each one does or does not apply to this site.
(Special Requirement #4 indeed does apply to this site.)
6. Page 14 & 15 — Predev and Postdev calculations:
a. The regional scale factor should be scaled using Figure 3.2.2.A. Provide this figure, and show
the location of the site. My approximation is that the scale factor should be 1.01.
b. The areas used in the calculations differ from those stated on Figure 3. Coordinate the design
and the calculations to coincide with each other.
7. TIR Worksheet: Identify the required NPDES permit in part 4.
8. Figure 3: Basin B coverage information lists till pasture twice. I believe the 0.17AC should be till
grass.
9. Figures 5, 6, and 7 are too small to read legibly.
SEPA Checklist. -
We have reviewed the SEPA Checklist for this project, and have the following comments and concerns.
1. AA: The checklist date is not completed.
2. A.10: An NPDES Permit and Building Permit are required for this project.
3. B.1.c: This question was left incomplete and is required for further review.
4. B.1 La: This project is required to install street lights along the property frontage in accordance with
the FWCC and the PWDS. As such, additional light and/or glare will be produced as a result.
5. B.14.d: Describe the type of right-of-way improvements, such as road widening, curb, gutter,
sidewalk, street trees, street lights, drainage conveyance.
6. B.141. Revise this answer to the total number of vehicular trips based on the transportation
concurrency certificate and analysis.
7. B.14.g: This question was left incomplete and is required for further review.
8. B.15.a: This project does result in an increased need for public services. Identify the services and
describe.
9. B.15.b: Complete this question appropriately.
10. C.date: Complete the date submitted.
11. D.1: The type of stormwater facility is a combined detention and water quality wetvault, not a
retention vault. Please revise.
07-105965 Doc I D 43992
Mr. Sasonofl'
January 17, 2008
Page 5
Lakehaven Utility District, Brian Asbury (253-941-1516, basbury@lakehaven.org)
Applicant has completed and submitted (11/2/07) to Lakehaven all applications necessary (Certificates of
Availability) to be able to determine the applicant's requirements for connection to Lakehaven's water
and/or sewer systems to serve the subject property. However, applicant has not yet submitted application
for a Developer Extension Agreement, which will be required for the project to manage the necessary
water facilities construction.
CLOSING
Your project is now on hold until we receive the information requested. With your resubmittal, please
provide five copies of a response letter which addresses each issue listed. Please use the enclosed
Resubmittal Form. You must resubmit your application materials within 180 days or your project will be
deemed expired per FWCC Section 22-34. If you should have any questions you may contact me at 253-
835-2622 or david.lee@cityoffederalway.com. I look forward to working with you on this project.
,S' cerely,
David Lee
Associate Planner
enc: Resubmittal Form
c: Sean Wells, Senior Engineering Plans Reviewer
Brian Asbury, Lakehaven Utility District
07-105965 Doc I D 43992
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CITY OF
Federal Way
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
33325 8th Avenue South
PO Box 9718
Federal Way WA 98063-9718
253-835-7000; Fax 253-835-2609
www.cityoffederc3lwc3y.com
DECLARATION OF DISTRIBUTION
1,via fmve hereby declare, under penalty of perjury of the laws of the
State of Washingto , that a:
Notice of Land Use Application/Action
❑ Notice of Determination of Significance
(DS) and Scoping Notice
❑ Notice of Environmental Determination
of Nonsignificance (SEPA, DNS)
❑ Notice of Mitigated Environmental
Determination of Nonsignificance (SEPA,
MDNS)
❑ Notice of Land Use Application &
Anticipated DNS/MDNS
❑ FWCC Interpretation
❑ Other
❑ Land Use Decision Letter
❑ Notice of Public Hearing before the
Hearing Examiner
❑ Notice of Planning Commission Public
Hearing
❑ Notice of LUTC/CC Public Hearing
❑ Notice of Application for Shoreline
Management Permit
❑ Shoreline Management Permit
❑ Adoption of Existing Environmental
Document
was ❑ mailed ❑ faxed ❑ e-mailed and/or p� osted to or at each of the attached addresses on
-3,- I v 2008.
Project Name \(\ -IV t-
)�-Iu-- 6-dd-,
File Number(s) . — Ors — 00 — U
Sig
Date
KAIntern\Declaration of Distribution with Posting Sites.doc/Last printed 1/18/2008 10:32:00 AM
Pasting Sites:
Federal Way City Hall - 33325 8th Avenue
Federal Way Regional Library - 34200 1 It Way South
Federal Way 320th Branch Library - 848 South 320th Street
Subject Site - 1600 S. 304 St
K:Vntem\Declaration of Distribution with Posting Sites.doc/Last printed 1 /18/2008 10:32:00 AM
4kCITY 4101'::ttt�
OF
Federal Way
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
33325 8th Avenue South
PO Box 9718
Federal Way WA 98063-9718
253-835-7000; Fax 253-835-2609
www.cifyoffederalway.com
DECLARATION OF DISTRIBUTION
hereby declare, under penalty of perjury of the laws of the
State of Washington, that a:
a Notice of Land Use Application/Action
❑ Notice of Determination of Significance
(DS) and Scoping Notice
❑ Notice of Environmental Determination
of Nonsignificance (SEPA, DNS)
❑ Notice of Mitigated Environmental
Determination of Nonsignificance (SEPA,
MDNS)
❑ Notice of Land Use Application &
Optional DNS/MDNS
❑ FWCC Interpretation
❑ Other
❑ Land Use Decision Letter
❑ Notice of Public Hearing before the
Hearing Examiner
❑ Notice of Planning Commission Public
Hearing
❑ Notice of LUTC/CC Public Hearing
❑ Notice of Application for Shoreline
Management Permit
❑ Shoreline Management Permit
❑ Adoption of Existing Environmental
Document
was
)[mailed ❑ faxed ❑ e-mailed and/or ❑ posted to or at each of the attached addresses on
��.•.. )��2008.
Project Name K ,
FileNumber(s) 07-/b59G57- UP, C�7-16S9GG SL
Signature Date 1 -1 0 3
K:\CD Administration Flies\Declaration of Dlstdbutlon.doc/Last printed 1 /3/2008 4:53:00 PM
CITY OF E�L. t'�'s��
Federal Way
NOTICE OF LAND USE APPLICATION
Project Name: Rivera Office Building
Project Description: Proposal for a 19,960 square -foot medical office building and associated site
improvements.
Applicant: Alexander G. Sasonoff, 2201 SW 152"d Street, Burien, WA 98166
Agent: Same as applicant
Owner: Dr. Richard Rivera, PO Box 960, Seahurst, WA
Project Location: South 304"' Street & 16d`Avenue South (Parcel #052104-9204)
Date Application Received: November 5, 2007
Date Determined Complete: December 15, 2007
Date of Notice of Application: January 19, 2008
Comment Deadline: 5 p.m., February 4, 2008
Permits Required: Land Use Process III (07-105965-00-UP)
SEPA Determination: File #07-105966-00-SE
Other Permits Known at this Time and not Included in this Application: Building Permit / Engineering
Approval
Relevant Environmental Documents: Environmental Checklist, Stormwater/Drainage Technical
Information Report (TIR)
Relevant Environmental Documents are Available at the Address Below: X Yes No
Development Regulations to be used for Project Mitigation, Known at this Time: Federal Way City Code
(FWCC)
Any person may submit written comments on the environmental impacts of the proposal to the Director
of Community Development Services by 5:00 p.m. on February 4, 2008. Details of appeal procedures
for the requested environmental decision will be included with the written decision.
Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency
with all applicable codes and regulations, including the FWCC environmental and zoning codes; surface
and stormwater management codes; King County Road Standards; and King County Surface Water
Design Manual.
City Contact: Associate Planner David Lee, 253-835-2622
The official file is available for public review at the City of Federal Way, Department of Community
Development Services, 33325 8d' Avenue South, PO Box 9718, Federal Way, WA 98063-9718.
Published in the Federal Way Mirror on January 19, 2008.
Doc. ID_ 43773
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ParcelNumber :0253000170 Xfe:Date :0 U11992
Owner Name FozloyceM Price $96,000Full
Site Address 1432S303rdStFederal Way 98003 TotdAssd :$196,000
MailAddress 1432S303rdStFederalWayWo98003 YeuBUdt :1954
Parceltiumber
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XferDate
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Owner Name
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XferDate
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Price
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Price
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Price
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Site Address
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TotdAssd
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YearBa :1954
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YearBua
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Parcel Number
.0253000220
Mr Date
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Owner Name
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Price
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ToWAssd
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:1954
ParcelNumber
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ToWAssd :51960
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YemBuik :1954
ParcelNumber
:0253000230
XferDate
Owner Name
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Price
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ToWAssd :$98,000
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:1423S303rdStFederal Way Wa98M
YearBul :1954
Parcel Number :02530110235 XferDate
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ParcelNumber
--0421049231
XferDate :04+D2I1004
Owner Name
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Site Address
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YearBudt :1971
ParcelNumber
:0521049056
Xf¢rDate :0773011990
Owner Name
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TotdAssd :$280,000
MdAddress
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XferDate :0113071990
Owner Name
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Price
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Mail Address
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Parcel Number
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Xfer Date
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Price
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YearBuilt :1976
Parcel Number
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XferDate
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YearBudl AM
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XferDate
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YearBudt :1976
ParcelNumber
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XferDate
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Owner Name
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Price
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SiteAddress
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MdAddress
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YearBa
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ParcelNumber
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Owner Name
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Price
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Site Address
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Total Assd
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Price
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Price
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Site Address
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YearBuilt
ParcelNumber 250000O0
XferDate
Owner Name
Price
SdeAddress 'noSiteAddress'
ToWAssd
MdAddress .
YeuBd :1971
PARCEL 250000 0000
Impression antibourrage et a sechage rapide www.avery.com a AVERYfFI) 51600
Utilisez de gabarit 51600 A 1-800-GO-AVERY
LAURA MURPHY
TRIBAL ARCHAEOLOGIST
MUCKLESHOOT INDIAN TRIBE
39015 172ND AVE SE
AUBURN WA 98092
LINDA HAYES
PUYALLUP TRIBE OF INDIANS
3009 E PORTLAND AVE
TACOMA WA 98404
DEPT OF ECOLOGY
ENVIRONMENTAL REVIEW SEC
PO BOX 47703
OLYMPIA WA 98504-7703
GERI WALKER
FWPS
31405 18T" AVE S
FEDERAL WAY WA 98003
ANMV-09-008-L p09L5 3MdW31®AGaAd asn
®09L5 Cx3AU3AW it wori(aane•mmm 6ul1ulJd aaa3 a6pnws pue wer
Map Date: September 281h, 2007
City Of 300 Notification area City of Federal Way
I Gis Division
for Parcels # 052104 92u5 333 58thAv6S.
Federal Wa Feder l Ave a
Federal Way Wa 98063
052104 9204; 052104 9019 (206) - 835 - 7000
www cfyoffederatway.com
S 302ND ST I' " W v S 302ND 5T
"S"0390 025300
515390 0355 025300 025300 0253W 025300 025300 025300 025300 025300 025300 025300 025300 025300 025300 � 042104
57
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025300
0370 S 303RD ST
S 303RD ST
025300
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091900 y
0230
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V 092104
091900 29107
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195 092104
9124
091900
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091900 9149
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091900 9001
0,75 9102
091900 r
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Legend
CITY OF ffEDERAL WAY
King County Tax Lots 300ft Notification Area JiULDING DE
Subject Site N wk Federal ilay
Parcels to Notify 0 75 150 300
Feet Th s map u inlr afc4 for vse at a graphical representa,ien only
The City of Fe6er I Way makes nowanenty as to its dCUaraCy
FEMA
REGION 10 NTH DIV
130 228T" ST SW
BOTHELL WA 98021-9796
EPA
ENVIRONMENTAL REVIEW SEC
1200 6T" AVE MD-126
SEATTLE WA 98101
RAMON PAZOOKI
SNO-KING PLANNING MGR
WSDOT SOUTH KING COUNTY
PO BOX 330310
SEATTLE WA 98133-9710
OFFICE OF ARCHAEOLOGY &
HISTORIC PRESERVATION
PO BOX 48343
OLYMPIA WA 98504-8343
JULIE STOFEL
WDFW
REGION 4 OFFICE
16018 MILL CREEK BLVD
MILL CREEK WA 98012
US FISH & WILDLIFE SERVCE
510 DESMOND DR SE #102
LACEY WA 98503
PORT OF TACOMA
ENVIRONMENTAL DEPT
PO BOX 1837
TACOMA WA 98401-1837
SHIRLEY MARROQUIN
KC WASTEWATER TREATMENT
MS KSC-NR-0505
201 S JACKSON ST
SEATTLE WA 98104-3855
MARK CARY
LAND US SVC KCDDES
900 OAKESDALE AVE SW
RENTON WA 98055-1219
US ARMY CORPS/ENGINEERS
ATTN REGULATORY BRANCH
PO BOX 3755
SEATTLE WA 98124
DEPT OF ECOLOGY
ENVIRONMENTAL REVIEW SEC
PO BOX 47703
OLYMPIA WA 98504-7703
JAMEY TAYLOR
DNR SEPA CENTER
PO BOX 47015
OLYMPIA WA 98504-7015
WA STATE DEPT WILDLIFE
600 CAPITOL WAY N
OLYMPIA WA 98501-1091
TRAVIS NELSON
WDFW
PO BOX 73249
PUYALLUP WA 98373
DOH - DIV OF DRINKING WATER
ENV DOCUMENTS REVIEWER
PO BOX 47822
OLYMPIA WA 98504-7822
PORT OF SEATTLE
PO BOX 1209
SEATTLE WA 98111
GARY KRIEDT
KING COUNTY TRANSIT DIV
ENV PLANNING MS KSC-TR-0431
201 S JACKSON ST
SEATTLE WA 98104-3856
SOUTH KING COUNTY
REGIONAL WATER ASSOCIATION
27224 144T" AVE SE
KENT WA 98042
JOE HENRY
NATURAL RESOURCES CVN SVC
935 POW ELL AVE SW
RENTON WA 98055
WSDOT
ENVIRONMENTAL AFFAIRS
REGULATORY COMPLIANCE
PO BOX 47331
OLYMPIA WA 98504-7331
WA NATURAL HERITAGE
DNR
PO BOX 47014
OLYMPIA WA 98504-7014
RANDY PEARSON
WASH STATE PARKS
PO BOX 42668
OLYMPIA WA 98504-2668
LARRY FISHER
WDFW
1775 12T" AVE NW, SUITE 201
ISSAQUAH, WA 98027
ATTN SEPA REVIEW
PUGET SOUND CLEAN AIR AGENCY
1904 3RD AVE STE 105
SEATTLE WA 98101-3317
PSRC
GROWTH MANAGEMENT DEPT
1011 WESTERN AVE #500
SEATTLE WA 98104-1040
PERRY WEINBERG
SOUND TRANSIT
401 S JACKSON ST
SEATTLE WA 98104-2826
KING COUNTY PARKS
PROPERTY MANAGEMENT
PO BOX 3517
REDMOND WA 98073-3517
KC BOUNDARY REVIEW BOARD ROD HANSEN SOLID WASTE DIV LEE DORIGAN
810 THIRD AVE STE 608 KING CO DEPT OF NATURAL RES PUBLIC HEALTH SEATTLE/KING
SEATTLE WA 98104-1693 201 S JACKSON ST STE 701 401 FIFTH AVE STE 1100
SEATTLE WA 98104-3855 SEATTLE WA 98104
KING CO ROADS DIVISION GERI WALKER LAKEHAVEN UTILITY DIST
COUNTY ROADS ENGINEER FWPS
49
155 MONROE AVE NE 31405 18T" AVE S FEDERAL
BOX
RENTON WA 98056 FEDERAL WAY WA 98003 FEDERALL WAY WA 98063
SOUTH KING FIRE & RESCUE FW CHAMBER OF COMMERCE FEDERAL WAY DISPOSAL
31617 1 ST AVE S PO BOX 3440 PO BOX 1877
FEDERAL WAY WA 98003 FEDERAL WAY WA 98063 AUBURN WA 98071
MUCKLESHOOT INDIAN TRIBE LAURA MURPHY
COMCAST CABLE STORE FISHERIES DIVISION TRIBAL ARCHAEOLOGIST
1414 324T" S ATTN ENVIRONMENTAL REVIEWER MUCKLESHOOT INDIAN TRIBE
FEDERAL WAY WA 98003 39015 172ND AVE SE 39015 172ND AVE SE
AUBURN WA 98002 AUBURN WA 98092
LINDA HAYES PIERCE CO PLNG & LAND SVCS PIERCE CO PLNG & LAND SVCS
PUYALLUP TRIBE OF INDIANS RESOURCE MANAGEMENT DEVELOPMENT ENGINEER
3009 E PORTLAND AVE 2401 S 35T" ST 2401 S 35T" ST
TACOMA WA 98404 TACOMA WA 98409-7460 TACOMA WA 98409-7460
PIERCE COUNTY HEALTH DEPT PIERCE COUNTY BOUNDARY AUBURN SCHOOL DISTRICT
3629 S "D" ST REVIEW BOARD2401 915 FOURTH NE
TH
TACOMA
WA 98409
TACOMA WA 98408 S ST AUBURN WA 98002
TAC
PLANNING & CD DEPT CITY CLERK PUBLIC WORKS DIRECTOR
CITY OF AUBURN PACIFIC CITY HALL ALGONA CITY HALL
25 W MAIN ST 100 THIRD AVE SE 402 WARDE ST
AUBURN WA 98001 PACIFIC WA 98047 ALGONA WA 98001-8505
KENT CITY HALL CITY OF TACOMA BLUS JOE ELTRICH
PLANNING DEPT LAND USE ADMINISTRATOR TACOMA WATER DIVISION
220 4T" AVE S 747 MARKET ST STE 345 PO BOX 11007
KENT WA 98032 TACOMA WA 98402-3769 TACOMA WA 98411
NE TAC NEIGHBORHOOD COUNCIL MARION WEED CHAIR HAYES ALEXANDER PLNG CHAIR
C/O JAMES COLBURN NORTHEAST TACOMA NORTHEAST TACOMA
TACOMA ECONOMIC DEV NEIGHBORHOOD COUNCIL NEIGHBORHOOD COUNCIL
747 MARKET ST RM 900 4735 NE 42ND ST 5308 RIDGE DR NE
TACOMA WA 98402-3793 TACOMA WA 98422 TACOMA WA 98422
CRAIG GIBSON
TACOMA PUBLIC UTILITIES CITY OF LAKEWOOD CITY OF MILTON
X 11007 10510 GRAVELLY LK DR SW STE 206 1000 LAUREL ST
PO BO
TACO 10 98411 LAKEWOOD WA 98499-5013 MILTON WA 98354
CITY OF SEATAC CITY OF DES MOINES CITY OF NORMANDY PARK
4800 S 188T" ST 21630 11T" AVE S 801 SW 174T" ST
SEATAC WA 98188 DES MOINES WA 98198 NORMANDY PARK WA 98166
CITY OF BURIEN TERRY LUKENS
CITY OF FIFE
CITY HALL TH 5411 23RD ST E BELLEVUE COUNCIL OFFICE
415 SW 150 ST FIFE WA 98424 PO BOX 90012
BURIEN WA 98166-1957 BELLEVUE WA 98009-9012
WATER DISTRICT #54 HIGHLINE WATER DISTRICT MIDWAY SEWER DISTRICT
922 S 219T" ST PO BOX 3867 PO BOX 3487
DES MOINES WA 98198-6392 KENT WA 98032-0367 KENT WA 98032
WATER DISTRICT #111 COVINGTON WATER DISTRICT PAT PROUSE
27224 144T" AVE SE 18631 SE 300T" PL QWE1600 7 TH
AVE RM 120E
KENT WA 98042-9058 KENT WA 98042-9208 S EAT
SEATTLE WA 98121
LORI KITTREDGE MARY AUSBURN JILL GASTON REALTY SPEC
METRO TRANSIT PSE BPA
KSC-TR-0413 TH
201 S JACKSON ST 6905 S 228 ST SKC-SVC 914 AVE "D"
SEATTLE WA 98104-3856 KENT WA 98032 SNOHOMISH WA 98290
WASH ENVIRON COUNCIL CHRIS CARREL TIM PAYNE
615 2"D AVE STE 380 FRIENDS OF THE HYLEBOS PIERCE COUNTY TRANSIT
SEATTLE WA 98104-2245 PO BOX 24971 PO BOX 99070
FEDERAL WAY WA 98093 LAKEWOOD WA 98499
SAM PACE LEAGUE OF WOMEN VOTERS FW COMMUNITY COUNCIL
SEA/KING TH CO ASSOC/REALTORS OF SOUTH KING COUNTY PO BOX 4274
29839 154 AVE SE PO BOX 66037 FEDERAL WAY WA 98063
KENT WA 98042-4557 BURIEN WA 9816E
MICHAEL FELDMAN ATTN NEWSROOM
AVIATION PLANNING SEATAC WASH STATE OCD 901 COLUMBIA ST SW TACOMA NEWS TRIBUNE
PO BOX 68727 OLYMPIA WA 98504-8300 1950 S STATE ST
SEATTLE WA 98168-0727 TACOMA WA 98405
SEATTLE PI LISA PEMBERTON-BUTLER FEDERAL WAY NEWS
101 ELLIOTTAVE W SEATTLE THTIMES NORTH 1400E 1ITAVE S STE B
BELLEVUE WA 98004-3748
SEATTLE WA 98121 AVE STE C145 BURIEN WA 98168
BEL
FEDERAL WAY MIRROR SOUTH COUNTY JOURNAL JOHN KIM
TH KOREA POST
1414 S 324 STE B-210 PO BOX 130 28815 PACIFIC HWY S STE 413
FEDERAL WAY WA 98003 KENT WA 98035-0130 FEDERAL WAY WA 98003
KING COUNTY ASSESSORS HOLLY WILLIAMSON CITY OF EDGEWOOD
500 4T" AVE RM 700 OLYMPIC PIPELINE CO 2221 MERIDIAN AVE E
SEATTLE WA 98104 2319 LIND AVE SW EDGEWOOD WA 98371-1010
RENTON WA 98055
CRESTVIEW SHORECLUB ASSN MHACC MIRROR LK RESIDENTS ASSN
4817 SW 310TH C/O WI THIAM HICKS 525 SW 312TH ST
FEDERAL WAY WA 98023 29219 7 PL S
FEDERAL WAY WA 98003 FEDERAL WAY WA 98023
NORTH LAKE COMNTY CLUB WEST GREEN CONDO ASSN REDONDO COMMUNITY CLUB
33228 38T" AVE S 432 S 321IT PL PO BOX 5118
AUBURN WA 98001 FEDERAL WAY WA 98003 REDONDO WA 98054
STEEL LK RESIDENTS ASSN BARCLAY PLACE HOA BELMOR PARK HOA
2329 S .304TH ST 1034 SW 334TH 2101 S 324TH ST
FEDERAL WAY WA 98003 FEDERAL WAY WA 98023 FEDERAL WAY WA 98003
BELLACARINO WOODS HOA BELLRIDGE TOWNHOMES HOA CAMPUS GLEN HOA
35204 6TH AVE SW 1438 S 308TH LN 32806 6TH PL S
FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 FEDERAL WAY WA 98003
TWIN LAKES HOA MAR CHERI COMNTY CLUB BROOKLAKE COMNTY CENTER
3420 SW 320TH ST # 28 PO BOX 25281 726 S 356TH
FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 FEDERAL WAY WA 98023
KEN SHATOCK COMCAST - SE PUGET SOUND ARE
GROUSE POINTE HOA 2613 KINGSGROVE HOA CONSTRUCTION/ENG MANAGER
2613 S 379
1911 SW CAMPUS DR # 621 FEDERAL WAY WA 98003 4020 AUBURN WAY N
FEDERAL WAY WA 98023 AUBURN WA 98002
MASTER BUILDERS ASSOC LINDA SHAFFER CHERYL PARAS
TH PIERCE TRANSIT PSE CMTY SERVICES DEPT
335 116 AVE SE PO BOX 99070 3130 S 38TH ST
BELLEVUE WA 98004-6407 LAKEWOOD WA 98499-0070 TACOMA WA 98409
Revised November 29, 2007
KAEnvironmental ChecklistsWgency Mailing
List.doc
4ikCITY OF 40":tSP
Federal Way
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
33325 8th Avenue South
PO Box 9718
Federal Way WA 98063-9718
253-835-7000; Fax 253-835-2609
www.ciiyoffe - erolw-oy.com
DECLARATION OF DISTRIBUTION
I, hereby declare, under penalty of perjury of the laws of the
State of Washington, that a:
)9 Notice of Land Use Application/Action
❑ Notice of Determination of Significance
(DS) and Scoping Notice
❑ Notice of Environmental Determination
of Nonsignificance (SEPA, DNS)
❑ Notice of Mitigated Environmental
Determination of Nonsignificance (SEPA,
MDNS)
❑ Notice of Land Use Application &
Optional DNS/MDNS
❑ FWCC Interpretation
❑ Other
❑ Land Use Decision Letter
❑ Notice of Public Hearing before the
Hearing Examiner
❑ Notice of Planning Commission Public
Hearing
❑ Notice of LUTC/CC Public Hearing
❑ Notice of Application for Shoreline
Management Permit
❑ Shoreline Management Permit
❑ Adoption of Existing Environmental
Document
was ❑ mailed ❑ faxed ape -mailed and/or ❑ posted to or at each of the attached addresses on
7!;x_t=, 177 , 2008.
Project Name f esi d
File Number(s) 0740 9G - L) 07 - )C)5_94 G- SE
Signature Date / ') 7- 0?
K:\CD Administratlon Files\Declaration of Dlstribution.doc/Last printed 1 /3/2008 4:54:00 PM
,—)
CITY OF
Federal Way
Project Name.
Project Description:
Applicant:
Agent:
Owner:
Project Location.
NOTICE OF LAND USE APPLICATION
Rivera Office Building
Proposal for a 19,960 square -foot medical office building and associated site
improvements.
Alexander G. Sasonoff, 2201 SW 152nd Street, Burien, WA 98166
Same as applicant
Dr. Richard Rivera, PO Box 960, Seahurst, WA
South 304th Street & 16th Avenue South (Parcel #052104-9204)
Date Application Received: November 5, 2007
Date Determined Complete: December 15, 2007
Date of Notice of Application: January 19, 2008
Comment Deadline: 5 p.m., February 4, 2008
Permits Required: Land Use Process III (07-105965-00-UP)
SEPA Determination: File #07-105966-00-SE
Other Permits Known at this Time and not Included in this Application: Building Permit / Engineering
Approval
Relevant Environmental Documents: Environmental Checklist, Stormwater/Drainage Technical
Information Report (TIR)
Relevant Environmental Documents are Available at the Address Below: X Yes No
Development Regulations to be used for Project Mitigation, Known at this Time: Federal Way City Code
(FWCC)
Any person may submit written comments on the environmental impacts of the proposal to the Director
of Community Development Services by 5:00 p.m. on February 4, 2008. Details of appeal procedures
for the requested environmental decision will be included with the written decision.
Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency
with all applicable codes and regulations, including the FWCC environmental and zoning codes; surface
and stormwater management codes; King County Road Standards; and King County Surface Water
Design Manual.
City Contact: Associate Planner David Lee, 253-835-2622
The official file is available for public review at the City of Federal Way, Department of Community
Development Services, 33325 8th Avenue South, PO Box 9718, Federal Way, WA 98063-9718.
Published in the Federal Way Mirror on January 19, 2008.
Doc I D. 43773
11 f . /2008) Tamara Fix - Re: Legal Notice
From: Teryl Heller <theller@fedwaymirror.com>
To: "Tamara Fix"<Tamara.Fix@cityoffederalway.com>
Date: 1 /17/2008 10:16 AM
Subject: Re: Legal Notice
Attachments: 4101694067. DOC
Tamara, received legal. Will be in Saturday's paper.
Teryl Heller
Federal Way Mirror
1414 South 324th Street, Suite B210
Federal Way, WA 98003
(phone) 253-925-5565 (fax) 253-925-5750
On Jan 17, 2008, at 8:08 AM, Tamara Fix wrote:
41k
CITY OF
Federal Way
NOTICE OF LAND USE APPLICATION
Project Name: Rivera Office Building
FILE
Project Description: Proposal for a 19,960 square -foot medical office building and associated site
improvements.
Applicant: Alexander G. Sasonoff, 2201 SW 152°d Street, Burien, WA 98166
Agent: Same as applicant
Owner: Dr. Richard Rivera, PO Box 960, Seahurst, WA
Project Location: South 304' Street & 16' Avenue South (Parcel #052104-9204)
Date Application Received.• November 5, 2007
Date Determined Complete: December 15, 2007
Date of Notice of Application: January 19, 2008
Comment Deadline: 5 p.m., February 4, 2008
Permits Required: Land Use Process III (07-105965-00-UP)
SEPA Determination: File #07-105966-00-SE
Other Permits Known at this Time and not Included in this Application: Building Permit / Engineering
Approval
Relevant Environmental Documents: Environmental Checklist, Stormwater/Drainage Technical
Information Report (TIR)
Relevant Environmental Documents are Available at the Address Below: X Yes No
Development Regulations to be used for Project Mitigation, Known at this Time: Federal Way City Code
(FWCC)
Any person may submit written comments on the environmental impacts of the proposal to the Director
of Community Development Services by 5:00 p.m. on February 4, 2008. Details of appeal procedures
for the requested environmental decision will be included with the written decision.
Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency
with all applicable codes and regulations, including the FWCC environmental and zoning codes; surface
and stormwater management codes; King County Road Standards; and King County Surface Water
Design Manual.
City Contact: Associate Planner David Lee, 253-835-2622
The official file is available for public review at the City of Federal Way, Department of Community
Development Services, 33325 8d' Avenue South, PO Box 9718, Federal Way, WA 98063-9718.
Published in the Federal Way Mirror on January 19, 2008.
Doc. I D 43773
King County
Department of Development and Environmental Services
Building Services Division
900 Oakesdale Avenue Southwest
Renton, Washington 98057-5212
206-296-6600 TTY 206-296-7217
Web date: 04/26/2007
SEWER AVAILABILITY:
KING COUNTY CERTIFICATE OF
SEWER AVAILABILITY
For alternate formats, call 206-296-6600.
This certificate provides the Public Health - Seattle & King County Department and the Department of Q
Development and Environmental Services with information necessary to evaluate development proposals. Z
Do not write in this box
L--�N umber I+Iarn E
Building Permit ❑ Preliminary Plat or PUD
❑ Short Subdivision ❑ Rezone or other:
Applicant's name; 4_� �L\J g—.
Proposed use:��
L cati n [attach map and legal_des� ' lion if n c ssary):
-f24 - lbw r4- 5.
< iL �11 DLf — D
Sewer agency informatiowm
1. a. Sewer service can be provided by side sewer connection only to an existing VLAfA size sewer
± eet from the site and the sewer system has the capacity to serve the proposed use.
OR
❑ b. Sewer service will require an improvement to the sewer system of:
El (1) feet of sewer trunk or lateral to reach the site; and/or
❑ (2) The construction of a collection system on the site; and/or
❑ (3) Other (describe):
2. X a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan. �s
OR
❑ b. The sewer system improvement will require a sewer comprehensive plan amendment.
3. Z a. The proposed project is within the corporate limits of the district has been granted Boundary Review Board
OR
approval for extension of service outside the district or city. !/
❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service.
4. Sen ilce is subject to the following.
a. Connection charge:
b. Easement(s):
c. Other: C-t.V n1 c zsrJ t_� — 6?t` V t�
J
Co ments'
* The District, at its sole discretion, reserves the right to delay or deny sewer service based upon capacity limitations in District and Other Purveyor facilities.
I certify that the above sewer agency information is true. This certification shall be valid for one year from date of
signature.
LAKEHAVEN UTILITY DISTRICT
Agency name
Title
sewer availability form.doc
-�&kko N-SYMY
Sign ❑ry me
Signature MI' TED togI./J��d�
Nnv 2 9
b-cert-sewer.pdf 02-07-2002
Page 1 of 1
King County
Department of Development and Environmental Services
Building Services Division
900 Oakesdale Avenue Southwest
Renton, Washington 98057-5212
206-296-6600 TTY 206-296-7217
-- Web date: 04/26/2007
WATER AVAILABILITY:
KING COUNTY CERTIFICATE OF
WATER AVAILABILITY -#
F RU
For alternate formats, call 206-296-6600.
R
P
. , size water main that is
1. ❑ a. Water can be provided by service connection only to an existing (size)
feet from the site.
OR �
PY b. Water service will require impament to the water system of.
1�((1) �- feet of water main to reach the site; ands
(2) The construction of a iitri—bution system on the site; and/ §- +�
(3) Other (describe): �t~VELEa [o
2. g a. The water system is in conformance with a County. approved water comprehensive plan.
OR
❑ b The water system improvement is not in conformance with a County approved water comprehensive plan and will
require a water comprehensive plan amendment. (This may cause a delay in issuance of a permit or approval.)
3- , a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approvat�
for extension of service outside the district or city, or is within the County approved service area of a private water
purveyor.
OR
❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service.
4. a. Water is or will be available at the ratef fi� a d duration indicated below at no less than 20 psi measured at the
nearest fire hydrant t from the building/property (or as marked on the attached map):
Rate of flow at Peak Demand: ❑ le tha (approx, gpm) ❑ 500 to 999 gpm ❑ 1000 gpm or more
flow test of �2, Sop- gpm 4�— ❑ calculation of gpm
Duration: ❑ less than 1 hour ❑ 1 hour to 2 hours W2 hours or more ,/ Other:
(Note: Commercial building permits which include multifamily structures require flow test or calculation.)
OR
❑ b. Water system is not capable of providing fire flow.
5. a. Water system has certificates of water rights or water right claims sufficient to provide service.
OR
❑ b. Water system does not currently have necessary water rights or water right claims..
Comments/conditions: WA SAERVM Qrao G 4 �-I ��5� • _
I certify that the above water purveyor information is true. This certification shall be valid for one year from date of signature.
LAKEHAVEN UTILITY DISTRICT SOf IJ
Agency name Sign tory n me
Title Signature Da
------RESUBMITTED--
n Highest Min.
In � � Pressure Zone; �D�Ie�f�yA��raperty ;Est. M� Pressure p
si
Lawe �l L 11 ..
This certificate provides the Public Health - Seattle & King County Department and the Department of
Development and Environmental Services with information necessary to evaluate development proposals.
Do not write in this box
Number
Name
Building Permit ❑ Preliminary Plat or PUD
❑ Short Subdivision ❑ Rezone or other: _
Applicant's name:
Proposed use: rM r ` f
Loca Ion. (attach map and legal des on if neces a
49
>l�-SKI mac, I nL1-_q2 f n"-5 ;LL D (�o[Cll
The District, at its
Ws the right to delay or deny water service based upon
in District and Other Purveyor facilities.
Water availability form Rev. 05-19-2003 Page 1 of 1
1
CITY OF FEDERAL WAY
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL
DATE: November 5, 2007
TO: Will Appleton, Development Services Manager
Scott Sproul, Assistant Building Official
Brian Asbury, Lakehaven Utility District
Tom Raymond, Federal Way Fire Department
FROM: David Lee
FOR DRC MTG. ON: Internal Completeness - November 26, 2007
FILE NUMBER(s): 07-105965-00-UP/07-105966-00-SE
RELATED FILE NOS.: 07-104436-SU (BLA)
PROJECT NAME: RIVERA OFFICE BUILDING
PROJECT ADDRESS: 1600 S 304TH ST
ZONING DISTRICT: PO
PROJECT DESCRIPTION: Proposal to construct 19,960 square foot office
building and associated site improvements.
LAND USE PERMITS: UP III, SEPA
PROJECT CONTACT:
ALEXANDER G SASONOFF
2201 SW 152ND ST
2062423735 (Work)
MATERIALS SUBMITTED: SEPA Checklist
Site Plan
Preliminary Drawings
Alexander G. Sasonoff
Rivera Office Building
Architect A.I.A.
Narrative of Specific Information for Compliance to City Goals,
Policies and Regulations.
The Rivera Office Building will provide additional employment and a high
quality office building will be added to the city. The right-of-way will be
improved and street lighting added. Sidewalks will be installed along South
3041h and 161h Avenue South along the perimeter of the property. Landscaping
in keeping with the landscape regulations will be provided. The building is set
back behind landscaping and the parking areas to give an aesthetic appeal
from the street. The walks on the site will have colored concrete with a Bomanite
stone pattern imprinted into the concrete. There is a pedestrian walk from both
South 304'h and 16" Avenue South. A hammerhead turn -around is provided at
the rear of the property for fire trucks. The building is to be sprinklered and
alarmed. A trash bin enclosure is to be provided in the rear parking area. The
facades facing public right of way have indentations to comply with the 70-foot
modulation requirement. The entrance canopy is of clear crystallite material. The
exterior material is colored CMU with accented darker vertical and horizontal
bands. The roofing material is a standing seam metal. All surface water is
collected in a retention system. All walls, ceilings and floors will be insulated to
current energy standards.
P.O. Box 847 Seahurst, Washington 98062 • 206-242-3735
Er TICOR TITLE COMPANY
600 SW 39th Street, Ste 100, Renton, WA 98057
(425)255-7575 FAX (425)255-0285
Richard W. Rivera
PO Box 960
Seahurst, WA 98032
Policy No. 6384262-E
Customer Reference: Azure Estates Partnership/Stubbers/Ciccanti/Edmond/Rivera
Enclosed, please find your policy for Title Insurance. Thank you for using Ticor Title Company.
TICOR TITLE COMPANY
RECEI ED
OCT 2 9 2007
CITY OF FEDERAL WAY
BUILDING DEPT.
SCHEDULE A
• 1
Pai1Icq No. 6384262-E-Ticor Title -WA- MTG Simultaneous Amount of Insurance: $ 265,000.00
Policy
Date of Policy: February 22, 2007 at 03:12 PM Premium: $ 728.00
Sales Tax: $ 64.06
1. Name of Insured:
Richard W. Rivera, married as his separate estate
2. The estate or interest in the land which is covered by this policy is:
Fee Simple
3. Title to the estate or interest in the land is vested in:
Richard W. Rivera, married as his separate estate
4. The land referred to in this policy is described as follows:
Lot 1, King County Short Plat Number 179045, recorded under Recording Number 7909110873.
Situate in the City of Federal Way, County of King, State of Washington.
T
Owner's Policy Schedule A
SCHEDULE-B
Policy No. 6384262-E
EXCEPTIONS FROM COVERAGE
This policy does not insure against loss or damage (and the Company will not -pay costs, attorneys' fees or
expenses) which arise by reason of:
GENERAL EXCEPTIONS:
A. Rights or claims disclosed only by possession, or claimed possession, of the premises.
B. Encroachments and questions of location, boundary and area disclosed only by inspection of the
premises or by survey.
C. Easements, prescriptive rights, rights -of -way, streets, roads, alleys or highways not disclosed by the
public records.
D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation,
or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown
by the public records.
E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the
public records.
F. Any service, installation, connection, maintenance, tap, capacity or construction charges for sewer, water,
electricity, natural gas or other utilities, or garbage collection and disposal.
G. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof.
H,. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable
servitudes.
I. .Water rights, claims or title to water.
SPECIAL EXCEPTIONS:
1. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN SHORT PLAT:
RECORDED: September 11, 1979
RECORDING NUMBER: 7909110873
2. NOTICE OF SEWER AND/OR WATER CONNECTION CHARGE:
GIVEN BY: Water District 124
DATED: May 14, 1981 T
RECORDED: June 1, 1981
RECORDING NUMBER: 8106010918
3. EASEMENT FOR GRADING OF STREET SLOPES, AS NECESSARY, OVER PORTION OF PREMISES
ADJOINING STREET OR ALLEY AS GRANTED IN INSTRUMENT:
RECORDED: June 9, 1954
RECORDING NUMBER: 4453668
GRANTEE: King County
4.. ., Peneral property taxes and special district charges, as follows, together with interest, penalty and
statutory foreclosure costs, if any, after delinquency:
(1st half delinquent.on May 1st; 2nd half delinquent on November 1st)
T Total Taxes for.Year 2007
Amount Billed: $1,986.45
Amount Paid: $993.23
Amount Due: $993.22
Owners Policy Schedule B
SCHEDULES
Policy No. 6384262-E
(Continued)
Tax Account Number' 052104-9204-01
Levy Code: 1205
Current Assessed Value: Landc $174,400.00 Improvements: $0.00
5. DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR: Richard W. Rivera, married as his separate estate
TRUSTEE: PRLAP, INC
BENEFICIARY:
Bank of America, N. A.
ADDRESS:
CCS-Small Business/Premier (re), wa1-501-13-10, PO BOX 84448 Seattle, WA
98124
LOAN NO.:
not disclosed
AMOUNT:
$172,250.00
DATED:
February 21, 2007
RECORDED:
February 22, 2007
RECORDING NO.:
20070222002465
END OF SCHEDULE B
Owner's Policy Schedule B
HOME OWNEWS INFLATION PROTECTION ENDuRSEMENT
Issued by '
TICOR TITLE INSURANCE COMPANY
Attached to and forming a part of or Policy -of Title Insurance No. 6384262-E
The Company, recognizing the current effect of Inflation on real property valuation and intending to provide
additional monetary protection to the insured Owner named in said Policy, hereby modifies said Policy, as
follows:
1. Notwithstanding anything contained in said Policy to the contrary, the amount of insurance provided by said
Policy, as stated in Schedule A thereof, is subject to cumulative annual upward adjustments in the manner
and to the extent hereinafter specified.
2. "Adjustable Date" is defined, for the purpose of this Endorsement, to be 12:01 a.m. on the first January 1
which occurs more than six months after the Date of Policy, as shown in Schedule A of the Policy to which
this Endorsement is attached, and on each succeeding January 1.
3. An upward adjustment will be made on each of the Adjustment Dates, as defined above, by increasing the
maximum amount of insurance provided by said Policy (as said amount may have been increased
theretofore under the terms of this Endorsement) by the same percentage, if any, by which the United
States Department of Commerce Composite Construction Cost Index for the month of September
immediately preceding exceeds such Index for the month of September one year earlier, provided,
however, that the maximum amount of insurance in force shall never exceed 150% of the amount of
insurance stated in Schedule A of said Policy, less the amount of any claim paid under said Policy which,
under the terms of the Conditions and Stipulations, reduces the amount of insurance in force. There shall
-be. no annual adjustment in the amount of insurance for years in which there is no increase in said
Construction Cost Index.
4. In the settlement of any claim against the Company under said Policy, the amount of insurance in force shall
be deemed to be the amount which is, in force as of the date on which the insured claimant first learned of
the assertion or possible assertion of such claim, whichever shall first occur.
PROVIDED, HOWEVER, this endorsement shall be effective only if. one of the following conditions exists at
Date of Policy:
a. The land described in this policy is a parcel on which there is only a one -to -four family residential structure,
including all improvements on the land related to residential use, in which the insured Owner resides or
intends to reside: or
b. Thie land consists of a residential condominium unit, together with the common elements appurtenant
'thereto and related to residential use thereof, in which the Insured Owner resides,or intends to reside.
This Endorsement, when countersigned below by an authorized signatory, is made a part of the policy and is
subject to all the terms and provisions thereof and of any prior endorsements thereto. Except to the extent
expressly stated, it neither modifes any of the terms and provisions of the policy and prior endorsements, if any,
nor does it extend the effective date of the policy and prior endorsements or increase the face amount thereof.
IN WITNESS WHEREOF, the Company has caused its corporate name and seal to be hereunto affixed by its
duly!authorized officers.
TICOR TITLE INSURANCE COMPANY
INFLATION PROTECTION ENDORSEMENT
Reorder Form No. 7686
ENDORSEMENT
Issued by .
TICOR TITLE INSURANCE COMPANY
Attached to and forming a part of Policy of Title Insurance No. 6384262-E
This Endorsement shall be effective, only if at Date of Policy there is located on the land described in said Policy a
one -to -four family residential structure, in which the Insured Owner resides, either at Date of Policy or within one year
of Date of Policy, as the insured owner's principal residence. For the purpose of this Endorsement the term
"residential structure" is defined as the principal dwelling structure located on the land, together with a garage or
carport used for storage of noncommerical vehicles. The term "residential structure" shall not include detached
outbuildings (other than a garage or carport as defined herein), driveways, walkways, boat ramps, docks,
recreational facilities of any kind, subsurface lines, pipes, tanks, septic system and/or drainfields, plantings of any
nature, perimeter fences or perimeter walls, or any other improvements which are not an integral part of the
residential structure.
2. The Company hereby insures the Insured Owner against loss or damage which the Insured Owner shall sustain by
reason of:
a. the existence at Date of Policy of any unrecorded statutory liens for labor or materials attaching to the estate or
interest arising out of any work of improvement on the land in progress or completed at the Date of the Policy,
except those liens arising out of a work of improvement for which the insured has agreed to be responsible.
b.. the removal of the residential structure or interference with the use thereof for ordinary residential purposes as
the result of a final Court Order or Judgment, based upon the existence at the Date of Policy of.
(1) any encroachment of the residential structure or any part thereof onto adjoining lands, or onto any
easement shown as a special exception in Schedule B of the Policy, or onto any unrecorded subsurface
easement;
(2) any violation on the land of enforceable covenants, conditions or restrictions provided that this coverage
shall not refer to or include the terms, covenants a.nd conditions contained in any lease, sublease or
contract of sale referred to in this Policy;
(3) any violation of applicable zoning ordinances to the extent that such ordinances regulate (a) area, width or
depth of the land as a building site for the residential structure; (b) floor space area of the residential
structure; (c) setback of the residential structure from the property lines of the land; or (d) height of the
residential structure.
damage to the residential structure resulting from the exercise of any right to use the surface of the land for the
extraction or development of the minerals shown as an exception in Schedule B, or excepted from the
description of the land. •
For purposes of this endorsement, the words."covenant," "conditions" or "restrictions" shall not be deemed to refer to or
include any covenants, conditions or restrictions relating to environmental protection, except to the extent that a notice of
violation or alleged violation affecting the land has been recorded in the public records at Date of Policy and is not
excepted in Schedule B.
This Endorsement, made a part of the policy and is subject to all the terms and provisions thereof and of any prior
.-endorsements thereto. Except to the extent expressly stated, it neither modifies any of the terms and provisions of the
policy and any prior endorsements, if any, nor does it extend the effective date of the policy and prior endorsements or
increase the face amount thereof.
TICOR TITLE INSURANCE COMPANY
Authorized Sign&6ry
HOME OWNER'S ADDITIONAL PROTECTION ENDORSEMENT -WA Form
F. 7683 (Rev: 12.95)
J� TICOR TITLE INSURANCE
American Land
SUBJECT TO THE EXCLUSIONS FROM
Title Association
Owner's Policy
COVERAGE, THE EXCEPTIONS CON -
TAINED IN SCHEDULE B
(10-17-92)
AND THE
PROVISIONS OF THE CONDITIONS AND
STIPULATIONS, TICOR TITLE INSURANCE
COMPANY, a California corporation, herein
called the Company, insures, as of Date of
Policy shown in Schedule A, against loss or
damage, not exceeding the amount of insurance
stated in Schedule A, sustained or incurred by
the insured by reason of;
1. Title to the estate of interest described in
Schedule A being vested other than as
stated therein;
ISSUED BY:
W
TICOR TITLE COMPANY
600 SW 39TH ST., #100, RENTON, WA 98055, (425) 255-7575
(26- 4 21.
Authorized Sign to
POlicy of Title Insurance
2. Any defect in or lien or encumbrance on the
title;
3. Unmarketability of the title;
4. Lack of a right of access to and from the land.
The Company will also pay the costs,
attorneys' fees and expenses incurred in defense
of the title, as insured, but only to the extent
provided in the Conditions and Stipulations.
This policy shall not be valid or binding until
countersigned below by an authorized signatory
of the Company.
TICOR TITLE INSURANCE COMPANY
p l f(f,,,lrl�
By
Attest ��, ='
President
Secretary
Al -TA OWNER'S POLICY (10-17-92)
Tr:r4
TICOR TITLE COMPANY
600 SW 39th Street, Ste 100, Renton, WA 98057
(425)255-7575 FAX (425)255-0285
Richard W. Rivera
PO Box 960
Seahurst, WA 98062
Policy No. 6386935-E
Customer Reference: Andrew C. Cratsenberg, Sr./Rivera
Enclosed, please find your policy for Title Insurance. Thank you for using Ticor Title Company,
TICOR TITLE COMPANY
RECEIVE®
OCT 2 9 2007
CITY OF FEDERAL WAY
BUILDING DEPT,
ENDORSEMENT
Issued by
TICOR TITLE INSURANCE COMPANY
Attached to and forming a part of Policy of Title Insurance No. 6386935-E
This Endorsement shall be effective, only if at Date of Policy there is located on the land described in said Policy a
one -to -four family residential structure, in which the Insured Owner resides, either at Date of Policy or within one year
of Date of Policy, as the insured owner's principal residence. For the purpose of this Endorsement the term
"residential structure" is defined as the principal dwelling structure located on the land, together with a garage or
carport used for storage of noncommerical vehicles. The term "residential structure" shall not include detached
outbuildings (other than a garage or carport as defined herein), driveways, walkways, boat ramps, docks,
recreational facilities of any kind, subsurface lines, pipes, tanks, septic system and/or drainfields, plantings of any
nature, perimeter fences or perimeter walls, or any other improvements which are not an integral part of the
residential structure.
2. The Company hereby insures the Insured Owner against loss or damage which the Insured Owner shall sustain by
reason of:
a. the existence at Date of Policy of any unrecorded statutory liens for labor or materials attaching to the estate or
interest arising out of any work of improvement on the land in progress or completed at the Date of the Policy,
except those liens arising out of a work of improvement for which the insured has agreed to be responsible.
b. the removal of the residential structure or interference with the use thereof for ordinary residential purposes as
the result of a final Court Order or Judgment, based upon the existence at the Date of Policy of:
(1) any encroachment of the residential structure or any part thereof onto adjoining lands, or onto any
easement shown as a special exception in Schedule B of the Policy, or onto any unrecorded subsurface
easement;
(2) any violation on the land of enforceable covenants, conditions or restrictions provided that this coverage
shall not refer to or include the terms, covenants and conditions contained in any lease, sublease or
contract of sale referred to in this Policy;
(3) any violation of applicable zoning ordinances to the extent that such ordinances regulate (a) area, width or
depth of the land as a building site for the residential structure; (b) floor space area of the residential
structure; (c) setback of the residential structure from the property lines of the land; or (d) height of the
residential structure.
c. damage to the residential structure resulting from the exercise of any right to use the surface of the land for the
extraction or development of the minerals shown as an exception in Schedule B, or excepted from the
description of the land.
For purposes of this endorsement, the words "covenant," "conditions" or "restrictions" shaWnot be deemed to refer to or
include any covenants, conditions or restrictions relating to environmental protection, except to the extent that a notice of
violation or alleged violation affecting the land has been recorded in the public records at Date of Policy and is not
excepted in Schedule B.
This Endorsement, made a part of the policy and is subject to all the terms and provisions thereof and of any prior
endorsements thereto. Except to the extent expressly stated, it neither modifies any of the terms and provisions of the
policy and any prior endorsements, if any, nor does it extend the effective date of the policy and prior endorsements or
increase the face amount thereof.
TICOR TITLE INSURANCE COMPANY
4.4
Authorized Signk6y
HOME OWNER'S ADDITIONAL PROTECTION ENDORSEMENT -WA Form
F. 7683 (Rev. 12.95)
HOME OWNER'S INFLATION PROTECTION ENDORSEMENT
Issued by
TICOR TITLE INSURANCE COMPANY
Attached to and forming a part of or Policy of Title Insurance No. 6386935-E
The Company, recognizing the current effect of inflation on real property valuation and intending to provide
additional monetary protection to the insured Owner named in said Policy, hereby modifies said Policy, as
follows:
1. Notwithstanding anything contained in said Policy to the contrary, the amount of insurance provided by said
Policy, as stated in Schedule A thereof, is subject to cumulative annual upward adjustments in the manner
and to the extent hereinafter specified.
2. "Adjustable Date" is defined, for the purpose of this Endorsement, to be 12:01 a.m. on the first January 1
which occurs more than six months after the Date of Policy, as shown in Schedule A of the Policy to which
this Endorsement is attached, and on each succeeding January 1.
3. An upward adjustment will be made on each of the Adjustment Dates, as defined above, by increasing the
maximum amount of insurance provided by said Policy (as said amount may have been increased
theretofore under the terms of this Endorsement) by the same percentage, if any, by which the United
States Department of Commerce Composite Construction Cost Index for the month of September
immediately preceding exceeds such Index for the month of September one year earlier; provided,
however, that the maximum amount of insurance in force shall never exceed 150% of the amount of
insurance stated in Schedule A of said Policy, less the amount of any claim paid under said Policy which,
under the terms of the Conditions and Stipulations, reduces the amount of insurance in force. There shall
be no annual adjustment in the amount of insurance for years in which there is no increase in said
Construction Cost Index. .
4. In the settlement of any claim against the Company under said Policy, the amount of insurance in force shall
be deemed to be the amount which is in force as of the date on which the insured claimant first learned of
the assertion or possible assertion of such claim, whichever shall first occur.
PROVIDED, HOWEVER, this endorsement shall be effective only if one of the following conditions exists at
Date of Policy:
a. The land described in this policy is a parcel on which there is only a one -to -four family residential structure,
including all improvements on the land related to residential use, in which the insured Owner resides or
intends to reside; or
b. The land consists of a residential condominium unit, together with the common elements appurtenant
thereto and related to residential use thereof, in which the Insured Owner reside&or intends to reside.
This Endorsement, when countersigned below by an authorized signatory, is made a part of the policy and is
subject to all the terms and provisions thereof and of any prior endorsements thereto. Except to the extent
expressly stated, it neither modifes any of the terms and provisions of the policy and prior endorsements, if any,
nor does it extend the effective date of the policy and prior endorsements or increase the face amount thereof.
IN WITNESS WHEREOF, the Company has caused its corporate name and seal to be hereunto affixed by its
duly authorized officers._
TICOR TITLE INSURANCE COMPANY
o Z.
1@00
-0.
AuthgoriEzed �� �:
s•�w^_
INFLATION PROTECTION ENDORSEMENT
Reorder Form No. 7686
SCHEDULE B
Policy No..6386935-E
EXCEPTIONS FROM COVERAGE
This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or
expenses) which arise by reason of:
GENERAL EXCEPTIONS:
A. Rights or claims disclosed only by possession, or claimed possession, of the premises.
B. Encroachments and questions of location, boundary and area disclosed only by inspection of the
premises or by survey.
C. Easements, prescriptive rights, rights -of -way, streets, roads, alleys or highways not disclosed by the
public records.
D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation,
or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown
by the public records.
E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the
public records.
F. Any service, installation, connection, maintenance, tap, capacity or construction charges for sewer, water,
electricity, natural gas or other utilities, or garbage collection and disposal.
G. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof.
H. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable
servitudes.
I. Water rights, claims or title to water.
SPECIAL EXCEPTIONS:
1. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN SHORT PLAT:
RECORDED: September 11, 1979
RECORDING NUMBER: 7909110873
2. NOTICE OF SEWER AND/OR WATER CONNECTION CHARGE:
GIVEN BY: Water District 124
DATED: May 14, 1981
RECORDED: June 1, 1981
RECORDING NUMBER: 8106010916
3, EASEMENT FOR GRADING OF STREET SLOPES, AS NECESSARY, OVER PORTION OF PREMISES
ADJOINING STREET OR ALLEY AS GRANTED IN INSTRUMENT:
RECORDED: June 9, 1954
RECORDING NUMBER: 4453668
GRANTEE: King County
4. General property taxes and special district charges, as follows, together with interest, penalty and
statutory foreclosure costs, if any, after delinquency:
(1 st half delinquent on May 1 st; 2nd half delinquent on November 1 st)
Total Taxes for Year 2007
Amount Billed: $719.64
Amount Paid: $0.00
Amount Due: $719.64
Owner's Policy Schedule B
SCHEDULE B
Policy No..638603b-E
(Continued)
Tax Account Number: 052104-9019-06
Levy Code: 1205
Current Assessed Value: Landc $63,100.00 Improvements: $0.00
AFFECTS: Lot 2.
5. General property taxes and special district charges, as follows, together with interest, penalty and
statutory foreclosure costs, if any, after delinquency:
(1 st half delinquent on May 1 st; 2nd half delinquent on November 1 st)
Total Taxes for Year 2007
Amount Billed: $729.89
Amount Paid: $0.00
Amount Due: $729.89
Tax Account Number: 052104-9205-00
Levy Code: 1205
Current Assessed Value: Land: $64,000.00 Improvements: $0.00
AFFECTS: Lot 3.
6. DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR:
Richard W. Rivera, a married man as his separate estate
TRUSTEE:
Ticor Title
BENEFICIARY:
Andrew C. Cratsenberg, Sr., and Luetta M. Cratsenberg trustees of the CF Trust,
U/A dated June 21, 2001
ADDRESS:
2020 South 320th, Suite A, Federal Way, Washington 98003
LOAN NO.:
not disclosed
AMOUNT:
$152,500.00
DATED:
March 13, 2007
RECORDED:
March 23, 2007
RECORDING NO.:
20070323002646
T
END OF SCHEDULE B
Owner's Policy Schedule B
SCHEDULE A
Policy No. 6386935-E-Ticor Title -WA- MTG Simultaneous Amount of Insurance: $ 177,500.00
Policy
Date of Policy: March 23, 2007 at 03:45 PM Premium: $ 630.00
Sales Tax: $ 55.44
1. Name of Insured:
Richard W. Rivera, married as his separate estate
2. The estate or interest in the land which is covered by this policy is:
Fee Simple
3. Title to the estate or interest in the land is vested in:
Richard W. Rivera, married as his separate estate
4. The land referred to in this policy is described as follows:
Lots 2 AND 3 of King County Short Plat Number 179045, recorded September 11, 1979 under
Recording Number 7909110873, in King County, Washington.
Owner's Policy Schedule A
J TICOR TITLE INSURANCE
American Land SUBJECT TO THE EXCLUSIDNS FROM
Title Association COVERAGE, THE EXCEPTIONS CON-
Owner's Policy TAINED IN SCHEDULE B AND THE
(10-17-92) PROVISIONS OF THE CONDITIONS AND
STIPULATIONS, TICOR TITLE INSURANCE
COMPANY, a California corporation, herein
called the Company, insures, as of Date of
Policy shown in Schedule A, against loss or
damage, not exceeding the amountof insurance
stated in Schedule A, sustained or incurred by
the insured by reason of:
ISSUED BY:
Policy of Title Insurance
2. Any defect in or lien or encumbrance on the
title;
3. Unmarketability of the title;
4. Lack of a right of access to and from the land.
The Company will also pay the costs,
attorneys' fees and expenses incurred in defense
of the title, as insured, but only to the extent
provided in the Conditions and Stipulations.
1. Title to the estate of interest described in This policy shall not be valid or binding until
Schedule A being vested other than as countersigned below by an authorized signatory
stated therein; of the Company.
101
TICOR TITLE COMPANY
600 SW 39TH ST., #100, RENTON, WA 96055, (425) 255-7575
By
Attest
Authorized Signato
TICOR TITLE INSURANCE COMPANY
President
Secretary
ALTA OWNER'S POLICY (10-17-92)
T#24
Map Date: September 28th, 2007
300 Notification area City of Federal Way
City of Gis Division
for Parcels # 052104 9205 333 Box9718
3325 Sth Ave S.
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Federal Way (206) - 835 - 700000
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CITY
Federalo.
Way
O C T 2 9 Z007
G17Y f7F FEDERAL WA
BUILDING DEPTH
MASTER LAND USE APPLICATION
DEPARTMENT OF COMMUNrry DEVELOPMENT SERVICES
33325 81h Avenue South
PO Box 9718
Federal Way WA 98063-9718
253-835-2607;Fax 253-835-2609
www.cityoffederalway.com
APPLICATION NO(S) - Jr I 5 —14P Date
Project Name R i V
Property Address/Location W.W. C a 1 4-T
Parcel Number(s) D 62 10 40-) 2 QF2 2.10 052 I C4.92Q5 _
Project Description �r e) N 5'C u<; -ri n w. ❑ F N 9\V O F F i C 1' 6U C LQ 1 t1Q
I-21110TA IAaRIONI
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
PC Zoning Designation
Comprehensive Plan Designation
d Value of Existing Improvements
1 11,,. Value of Proposed Improvements
International Building Code (IBC):
Occupancy Type
- rYP- E: V 111 f2 (Aconstruction Type
Applicant
Name: Ai F-Y- A N DE a cn• SASO NO F F
Address: 220 I S,\V. 15j,Ztq p 1ST
City/State: GU lR 11~N t �A
Zip: 0 81 &6
Phone: *20G .24Z 373Fj
Fax: 20& 242 -bt43
Email: t35a'�5G[7G�aoi.CQl-1�7
Agent (if different than Applicant)
Name:
Address:
City/State:
Zip:
Phone:
Fax:
Email:
Signature:
Owner
Name: VQ. QG H Alp Ri Vr-P A
Address: V.6. (>O)c &"
City/State: Sr_ -A H V 2ST', WA
Zip: g 804Z
Phone: Z,pG -7 d y 3 z
Fax: 2vlo 244 t38
Email: dr t"� YC� r'r3�GZW��, rye
Signature:
Bulletin #003 — August 18, 2004 Page 1 of 1 k:\Handouts\Master Land Use Application
1600 SOUTH 31
WAY, WA MARCH 201
On April 19, 2007 the City of Federal Way issued a Preapplication Conference Summary for
this project. Under the item headed Land Use nsues — Stormwater, item 4 on p. 4 reads
"Retention and water quality facilities for private commercial developments outside the City
Center Core must be above ground (i.e. open pond). Underground facilities are allowed only
with approval from the City of Federal Way Stormwater Management Division". The
requested approval can only be gtanted after the applicant completes Surface Water Design
Manual Requirements/Standards Adjustment Request per procedures found in Chapter 1,
Section 1.4 of the 1998 KCSWDM.
On p. 1-90 the manual states
"Adjustments to the requirements in this manual may be granted provided that
granting the adjustment will achieve the following:
1. Produce a compensating or comparable result that is in the public interest, AND
2. Meet the objectives of safety, function, appearance, environmental protection, and
maintainability based on sound engineering judgment.
3. Where it has been demonstrated that meeting the criteria for producing a
compensating or comparable result will deny reasonable use of a property, the
applicant shall produce the best practicable alternative as determined by the
director of DDES. The director or his/her designee shall assess ..."
1. Produce a compensating or comparable result that is in the public interest
Ror Level 1 Flow Control, I am not aware of any difference in downstream results between the same
detention volumes whether above or below ground. One advantage of a concrete vault is that the
finished dimensions are closer to the design dimensions than are those for a pond. Statistically the
standard deviation of the actual constructed volume for a pond is significantly more than for a vault.
With land so expensive, common sense tells us that the deviations from the design volume for
ponds will be on the low side.
For Basic Water Quality, a wetvault is as effective in removing particulate pollutants as a wetpond.
However, from p. 6-82 of KCSWDM we read "A wetvault k believed to be ineffective in
removing dissolved pollutants such as soluble phosp%orus or metals such as copper. There is
also concern that oxygen levels will decline, especially in warm summer months, because of
limited contact with air and wind. However, the extent to which this potential problem occurs
has not been documented." RESUBMITTED
The exact same language is in the 2007 KCSWDM so one may assume that thus far potentil P& 14 2008
problems have not been documented for well maintained facilities., . I know in King Coun t
CITY OF FEDERAL WAY
BUILDING DEPT.
materials removed from catch basins and buried detention pipes and vaults are heavily regulated.
The liquid is decanted and treated and the solids are taken to the Cedar Hills Landfill for treatment.
2. Meet the objectives of safety, function, appearance, environmental protection, and
maintainability based on sound engineering judgment.
A buried structure is inherently safer from possible drowning of children. Other than the concern
noted above, a combination detention/wetvault is equally functional to a combination detention
pond/wetpond. A buried structure has no "appearance" to the public. Open ponds tend to look best
right after maintenance and their appearance tends to deteriorate until the next maintenance. Except
as noted above the environmental protection afforded by ponds and vaults are comparable.
Regarding maintainability, proper maintenance procedures as required in the manual will yield
comparable results for ponds or vaults.
3. Where it has been demonstrated that meeting the criteria for producing a compensating or
comparable result will deny reasonable use of a property, the applicant shall produce the best
practicable alternative as determined by the director of DDES
Based on FWCC codes this site is allowed to build 19,960 SF of gross office space. Section 22-696 of
the FWCC requires 1 parking space per 300 SF of gross floor area which requires 67 parking spaces.
The architect's layout provides the minimum 67 parking spaces.
Figure 9 is an 11"x17" drawing included in the project Technical Information Report (TIR) prepared
March 13, 2008. Figure 9 of the TIR is a 1 "=40' site plan that shows the 67 proposed parking stalls and
an above ground pond. I have revised Figure 9 by adding an access ramp to the bottom of the pond. I
have reproduced the south half of the Fig. 9 as support for this adjustment.
As can be seen from the attached Fig. 9, a pond would eliminate all 31 stalls east of the entrance road.
Therefore, only 10,800 SF of office space could be built on the site. There is not enough rent from
10,800 SF of office space to make the project feasible. It is feasible if the stormwater control facility
can be buried. An above grade stormwater facility (i.e. pond) for this project will deny reasonable use
of the property.
I believe we have produced the best practical alternative and therefore request that the Federal Way
Stormwater Management Division grant this adjustment.
RESUBMITTED
APR 14 2008
gaLDING FEDERAL
.
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MINOR COLLECTOR
FIG. NO. 9 (REV. 3/20/08)
3NnsSTn 1 +5793•
DwY.s7A.6ro0.00
ABOVE GROUND WQ/
-
DETENTION OPTION
3oaniS7A
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6
*irtg-e-emt1t CITY OF FEDERAL WAY
Department of Development and Environmental Services
900 Oakesdale Avenue Southwest
Renton, Washington 98055-1219
Surface Water Design Manual
Requirements / Standards
Adjustment* Request
Project Name: RIVERA OFFICE BUILDING$
Project File No.: 07-105965-00-UP
DDES Engineer/Planner Name:
Project Address: 1600 S. 304TH ST., FEDERAL WAY, WA
Design Engineer: GERALD WALKEN Phone:425.277.5664
Applicant/Agent:ALEXANDE SASANOFF Phone:
Signature: Date:
206.242.3735
3/20/08
Date:
Sign��
Engineering Firm Name:
/v
WR & ASSOCIATES
< L
Address: City, State, Zip Code:
Address: City, State, Zip Code:
2201 SW 152ND ST., BURIEN, WA 98166
106 MONTEREY DR. NE, RENTON, WA 98056
INSTRUCTIONS TO APPLICANT/DESIGN ENGINEER:
Please be sure to include all plans (T.I.R., if available), sketches, photos and maps that may assist in complete review and consideration
of this adjustment request. Failure to provide all pertinent information may result in delayed processing or denial of your request.
Please submit two complete copies of this request, ap;) ication form, and applicable fee to the DDES Intake Counter, at 900 Oakesdalp
Avenue Southwest, Renton, Washington 98055-1219. For additional information, phone Randall Parsons, P.E., at (206) 296-7207.
REFER TO SECTION 1.4 IN CHAPTER 1 OF THE SURFACE WATER DESIGN MANUAL FOR ADJUSTMENTS
DESCRIPTION OF ADJUSTMENT REQUEST: ® Standard ❑ Complex ❑ Experimental ❑ Blanket
❑ Pre -application
REQUEST TO CITY OF FEDERAL WAY,STORMWATER MANAGEMENT DIVISION TO APPROVE CONSTRUCTION OF A COMBI-
NATION WATER QUALITY/DETENTION UNDERGROUND CONCRETE VAULT TO MEET LEVEL 1 FLOW CONTROL AND BASIC
WATER REQUIREMENTS FOR THIS COMMERICAL PROJECT OUTSIDE THE CITY CENTER CORE.
APPLICABLE VERSION KCSWDM: ❑ 1990 (11/95) " M 1998 (9/98) ❑
(Note: the term "variance" replaced by "adjustment')
APPLICABLE SECTION(S) OF STANDARDS: SECTION 4.4.6 -APPROVAL OF UNDERGROUND WATER QUALITY
FACILITIES OF FEDERAL WAY AMMENDMENT TO 1998 KCSWDM.
JUSTIFICATION PER KCSWDM SECTION 1.4.2
® See attachments listed below. AN ABOVE GROUND WATER DETENTIONNVATER QUALITY FACILITY WOULD
ELIMINATE 31 OF THE 67 REQUIRED PARKING STALLS FOR THIS PROJECT. THE PROPOSED BURIED
COMBINATION DETENTIONmATER QUALITY VAULT WILL PROVIDE COMPARABLE TREATMENT TO AN OPEN POND IF
PROPERLY MAINTAINED WITHOUT THE RISK OF POORLY MAINTAINED POND SLOPES. ATTACHMENTS. (1) ADJUSTMENT
REQUEST NARRATIVE AND (2) REVISED TIR FIG. 9. REFERENCE: PROJECT TIR DATED 3/13/08.
AUTHORIZATION SIGNATURES:
DETERMINATION:
❑ Approval
❑ DNR/WLRD Approval Signed:
DDES Staff Recommendation Signed:
Conditions of Approval:
❑ See attached Memo Dated:
❑ Conditional Approval (see below)
Date:
DDES DIRECTOR/DESIGNEE:
Date:
❑ Denial
(Experimental & Blanket variances only)
DDES, Land Use Services Div., Engineering Review Supervisor: DDES, Bldg. Serv. Div., Site Engineering & Planning
Supervisor:
Signed: Signed: RESUBMITTEDDate: Date:
APR 14 2008
F99/ERS/S11
DM-ADJ.doc
F96/ERS/SWDMR-S.cpy22.doc 11/17/99 cic
CITY OF FEDERAL WAY
BUILDING DEFT.
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AN ACCESS ROAD TO THE BOTTOM OF THE POND. I e vi
THIS IS NOT A PRACTICAL OPTION FOR THIS
COMMERCNL SITE-
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FIG. NO.9
ABOVE GROUND WQ/
DETENTION OPTION
SCALE: 1' = 40'
I f
E
I
. `
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1
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40
/
BeDG
_WA QUAIM11VEL.
1-4 JA I
— Llat ,j
rn
William Popp Associates
April 10, 2008
To: Alexander G. Sasonoff
Architect, AIA
C/c: Dr. Rick Rivera
Owner
From: William Popp, Jr., c=,�
William Popp AssiDcia�tes
Transportation Engineers/Planners
(425) 401-1030
FAX (425) 401-2125
e-mail: info@wmpoppassoc.com
Subject: Rivera Office Building
Re: Local Trip Generation Study and Parking Study
This study was prepared to identify a local trip generation rate for weekday PM peak hour
conditions, and to identify a peak parking demand rate, for the medical office component
of the project.
The proposed project consists of a 19,960 gsf professional office/medical-dental building
located at 1600 S 304t" St in Federal Way, WA. The project is proposed to be
approximately 90% office and 10% medical -dental. Site access is proposed to S 304,` St.
The site is presently vacant.
The trip generation rate that the City would apply to the medical -dental office element of
the project for the transportation concurrency process is believed to by an overly
conservative rate for this small element of the project. There is no objection to the
general office trip generation rate the City would utilize for the remainder of the project.
Therefore, a local trip generation analysis of similar medical -dental office sites was
conducted to determine a local trip rate for PM peak hour conditions. No local trip
generation study was conducted for the office portion.
In addition, the City recently modified the parking requirements for medical office use
from 1 stall per 300 gsf to 1 stall per 225 gsf. Furthermore, the City's parking
requirement would assume that the building is 100% medical -dental regardless of any
general office to medical office split assumed.
RESUBMITTED
APR 14 2008
WAY
14-400 Building r Suite 206 a 14400 Bel -Red Road ■ Bellevue, WA 98007 � IL ING D P .
BUILDING DEPT.
Meino to Alex Sasonoff
Rivera Ufce Building
.Local Trip Generation and Parking Study
4110108
Page 2
The analysis is stratified into two parts: 1) Trip Generation and 2) Parking Rates.
For this study, six sites were selected that were defined as Medical -Dental Office and
presumed to be represent similar trip characteristics as the proposed use. Table 1 below
defines the details of each of the buildings selected.
Table 1
Site Surveyed Building Details
Site Building Parcel Bldg Building
No. Name No, No. Area (gsf) Land Use Address Comments
1 Federal Way Dental Center
250000000 1 2308 Medical Office 30317 16th Ave S "elusive parking lot with 2 driveways
250000000 2 4696 Medical Office 30317 16th Ave S both buildings connected to each other
2 Family Dental Center
821049245 1 3,296 Medical/Dental 31003 SR 99 single access parking lot
3 Federal Way Medical Dental Building
821049234 1 6,733 Medical/Dental 1014 S 320th St pril, ate gate to condo parking lot
821049234 2 2,947 Medical/Dental 1014 S 320th St both buildings connected to each other
4 Capitol Square Medical -Dental -Prof. Center
821049266
1
8,960
Medical/Dental
720 S 320th St
shared parking lot
821049050
2
9,780
Medical/Dental
728 S 320th St
shared parking lot
821049265
3
8,064
Medical/Dental
700 S 320th St
shared parking lot
821049267
4
11,600
Office
622 S 320th St
not counted
821049279
5
6,745
Daycare
31906 6th Ave S
not counted
5 Centennial Office Building
1721049117 1 8,608 Medical Office 1025 S 320th St single access parking lot
6 Vision Express
1500500010 1 3,765 Medical (Vision) 1045 S 320th St converted old drive-thru bank
For the lcoal trip generation study, sites 1, 2 and 3 were counted. For the parking study,
all of the sites were counted.
Trip Generation
The City typically utilizes the ITE Trip Generation as the basis for all trip generation
estimates. For this project, the trip generation would be based on ITE Land Use Code
(LUC) 710 General Office, and ITE LUC 720 Medical -Dental Office. Due to the
William Popp Associates
Memo to Alex Sasonoff
Rivera Office Building
Local Trip Generation and Parking Study
4110108
Page 3
relatively small scale of the project, trip generation rates were utilized in lieu of the
regression equations. The ITE weekday PM peak hour rate for LUC 710 is 1.49 trips per
1,000 gsf and 3.72 trips per 1,000 gsf for LUC 720.
A local trip generation study was conducted for the Medical -Dental Office (LUC 720)
pursuant to the ITE Trip Generation Handbook guidelines. We selected the first three
sites in Table 1 for the trip generation study. These sites were similar stand-alone sites to
the proposed project and each site was counted twice during average weekday PM peak
period. Counts were conducted on a Wednesday and a Thursday between 4:00 pm and
6:00 pm. Counts were recorded every 15 minutes for driveway in and out activity.
Table 2 identifies the trip generation results for the three sites surveyed.
Table 2
Local Trip Generation Summary
Site Number of Total Trip Generation ° Trip
No. Building Name/Use Address Buildings GSF Dayl Day2 Avg Rate b
I Federal Way Dental Center
Medical Office 30317 16th Ave S 2 bldgs 7,004 12 13 12.5 ` 1.78
2 Family Dental Center
Medical/Dental 31003 SR 99 1 bldg 3,296 6 9 7.5 2.28
3 Federal Way Medical Dental Building
Medical/Dental 1014 S 320th St 2 bldgs 9,680 29 31 30 3.10
Average Trip Generation Rate For 3 Medical/Dental Sites Surveyed `
19,980 47 53 50 2.50
a Observed PM peak hour trip generation, counts recorded between 4:00 pm and 6:00 pm. Day 1 count was Wednesday 3/19/08
and Day 2 count was Thursday 3/27/08.
b Trip generation rate is vehicle trips per 1,000 gross square feet building area (veh/1,000 gsf).
c Weighted average trip generation rate for the 3 sites surveyed. Rate is a weighted average per the format utilized in the ITE Trip
Generation. 7"1 Edition.
As shown in Table 2, the weighted average trip rate for the study indicates a local trip rate
of 2.50 trips per 1,000 gsf for medical -dental office type use of this similar size and
nature. This rate is less than the ITE rate of 3.72 trips per 1,000 gsf. It is important to
note that per ITE direction, the overall trip generation rate for a specific land use is
computed as a weighted average of all sites studied rather than a simple average of each
site's rate. Thus, that is the way the local rate was computed here.
William Popp Associates
Memo to Alex Sasonoff
Rivera Office Building
Local Trip Generation and Parking Study
4110108
Page 4
Parking Rate
The parking demand analysis focused on all of the six sites shown in Table 1. The
parking counts were conducted for average weekday conditions between the hours of
10:00 am and noon. This period was defined as the peak period based on time -of -day
parking demand for LUC 710 and LUC 720 per the ITE Parking Generation Handbook,
2nd Edition.
Table 3 identified the time -of -day parking demand distribution for both land uses.
Table 3
Time -of -Day Distribution of Parking Demand
Hour LUC 710: Office' LUC 720: Medical Office
Beginning Percent of Peak Period Percent of Peak Period
6:00am
6
-
7:00am
56
15
8:00am
86
49
9:00am
97
84
10:00am
100
100
11:00am
98
100
12:00pm
87
88
1:00pm
75
79
2:00pm
84
86
3:00pm
87
96
4:00pm
75
91
5:00pm
43
72
6:00pm
18
a per ITE Parking Generation 2"d Edition; Weekday Suburban Data
b per ITE Parking Generation 2"d Edition; Weekday Data
As shown in Table 3, the peak parking demand for Medical Office occurs between 10:00
am and noon. Therefore, our parking study was conducted during this time. On the first
day each site was counted 4 times over the course of 2 hours, and on the second day each
site was counted 5 times over the course of 2 hours.
The results are shown in Table 4 below.
William Popp Associates
Memo to Alex Sasonoff
Rivera Office Building
Local Trip Generation and Parking Study
4110108
Page 5
Table 4
Parking Demand Summary
Site
Number of
Total
Parking Demand °
Parking
No.
Building Name/Use
Address
Buildings
GSF
Dayl
Day2
Avg
Rate b
1
Federal Way Dental Center
Medical Office
30317 16th Ave S
2 bldgs
7,004
23
24
23.5
298
2
Family Dental Center
Medical/Dental
31003 SR 99
1 bldg
3,296
12
12
12.0
275
3
Federal Way Medical Dental Building
Medical/Dental
1014 S 320th St
2 bldgs
9,680
27
17
22.0
440
4
Capitol Square Medical -Dental -Prof. Center
Medical/Dental
720 S 320th St (NE)
3 bldgs
26,804
79
89
84.0
319
5
Centennial Office Building
Medical Office
1025 S 320th St
1 bldg
8,608
24
19
21.5
400
6
Vision Express
Medical (Vision)
1045 S 320th St
1 bldg
3,765
11
13
12.0
314
Average Parking Demand Rate For 6 Medical/Dental Sites Surveyed ` 341
a Observed peak parking demand, between 10:00 am and Noon. Day 1 count was Tuesday 3/18/08 and Day 2 count was
Thursday 3/20/08.
b Parking rate is gross building area per peak parking demand (gsf/stall).
c Averageparking rate for the 6 sites surveyed. Rate is a simple average per the format utilized in the ITE Parking Generation
Manual, 2nd Edition.
As shown in Table 4, the parking demand rate varied between 275 gsf/stall and 440
gsf/stall. The average peak weekday parking demand was calculated to be 1 stall for
every 341 gsf. The ITE Parking Generation suggests a simple average of the rates rather
than a weighted average. Although, a weighted average rate results in essentially the
same rate.
It should be pointed out that during the site review for the 6 selected sites, a sampling of
parking stall occupancy was recorded during the afternoon period. The sampling was
conducted between 3:00 pm and 3:30 pm Thursday March 6, 2008. The average rate was
found to be approximately 500 gsf per stall. Thus, the afternoon period is clearly not the
peak period.
William Popp Associates
Memo to Alex Sasonoff
Rivera Office Building
Local Trip Generation and Parking Study
4110108
Page 6
Conclusions
The purpose of this study was to identify a local trip generation rate for the medical office
as well as a parking demand rate.
The local trip generation study indicated that the local rate based on the 3 sites surveyed
(2-days) was found to be 2.50 trips per 1,000 gsf for medical -dental type office buildings.
This rate should be utilized for the medical -dental office use portion of the site when the
transportation concurrency analysis is conducted.
The parking study for the six similar medical -dental office sites (2—days) indicated a peak
parking demand of 1 stall per 341 gsf of gross building area. This rate should be utilized
as the minimum rate for providing adequate parking supply to meet peak parking demand
for this site. Wherever there is potential for additional parking stalls, they should be
incorporated into the design as much as feasible. Based on the parking study, a parking
rate of 1 per 300 gsf would appear to provide a comfortable safety factor.
I trust that the information presented in this memorandum is adequate in addressing the
information you have requested for this project. Please call William Popp Jr. at (425)
401-2124 or email at bpoppjr@wmpoppassoc.com with any comments or questions.
Thank you for your time reviewing this.
Attachments:
1. Map of sites surveyed
2. Trip Generation Counts
3. Parking Counts
William Popp Associates
MAP OF MEDICAL -DENTAL OFFICE SITES SURVEYED
�wlAf����ST. �
I_S►v 3I2th St
S 32M S[
7�-) -;
CJOWbra;lOL
L__
i__ t
ce-- •.
1 ile
T9.a;
S 3xvWSt
take
La
—i # ^'ir
Park �-
I'Ma y
LOCAL TRIP GENERATION STUDY -- MEDICAL OFFICE SITES 1, 2 AND 3
all counts conducted by Trafficount, Inc.
19-Mar-08
27-Mar-08
DENTAL CENTER @ 30137 16TH AVE S
DENTAL CENTER @ 30317 16TH AVE S.
LOC#1-TRIP GENERATION STUDY
LOC#1-TRIP GENERATION STUDY
TIME IN OUT
15 Min Total
Hour Total
TIME IN OUT 15 Min Total
Hour Total
4:00 0 4
4
12
4:00 0 2
2
13
4:15 4 1
5
11
4:15 1 6
7
11
4:30 2 0
2
8
4:30 2 1
3
5
4:45 0 1
1
7
4:45 0 1
1
5
5:00 1 2
3
8
5:00 0 0
0
7
5:15 1 1
2
5:15 1 0
1
5:30 0 1
1
5:30 2 1
3
5:45 2 0
2
5:45 0 3
3
TOTALS 10 10
20
TOTALS 6 14
20
Pk Hr 6 6
12
Pk Hr 3 10
13
parking lot occupancy prior to count =
4
parking lot occupancy prior to count =
13
parking lot occupancy after count =
4
parking lot occupancy after count =
5
19-Mar-08
27-Mar-08
FAMILY DENTAL @ 31003 PACIFIC HWY S (SR-99)
FAMIILY DENTAL @ 31003 PACIFIC HWY S.
LOC#2-TRIP GENERATION STUDY
LOC#2-TRIP GENERATION STUDY
TIME IN OUT
15 Min Total
Hour Total
TIME IN OUT 15 Min Total
Hour Total
4:00 0 0
0
4
4:00 1 1
2
7
4:15 1 0
1
5
4:15 1 2
3
9
4:30 1 1
2
5
4:30 0 0
0
6
4:45 1 0
1
3
4:45 1 1
2
6
5:00 0 1
1
6
5:00 1 3
4
4
5:15 0 1
1
5:15 0 0
0
5:30 0 0
0
5:30 0 0
0
5:45 0 4
4
5:45 0 0
0
TOTALS 3 7
10
TOTALS 4 7
11
Pk Hr 0 6
6
Pk Hr 3 6
9
parking lot occupancy prior to count =
4
parking lot occupancy prior to count =
3
parking lot occupancy after count =
0
parking lot occupancy after count =
0
19-Mar-08
MEDICAL DENTAL BUILDING @ 1014 S 320TH ST
LOC#3-TRIP GENERATION STUDY
TIME IN OUT
15 Min Total
Hour Total
4:00 3 5
8
29
4:15 4 3
7
28
4:30 2 4
6
25
4:45 5 3
8
22
5:00 4 3
7
15
5:15 1 3
4
5:30 1 2
3
5:45 0 1
1
TOTALS 20 24
44
Pk Hr 14 15
29
parking lot occupancy prior to count =
4
parking lot occupancy after count =
0
27-Mar-08
MEDICAL CENTER BLDG @1014 S. 320TH ST
LOC#3-TRIP GENERATION STUDY
TIME IN OUT
15 Min Total
Hour Total
4:00 2 5
7
27
4:15 1 4
5
31
4:30 4 4
8
29
4:45 2 5
7
24
5:00 2 9
11
18
5:15 1 2
3
5:30 0 3
3
5:45 0 1
1
TOTALS 12 33
45
Pk Hr 9 22
31
parking lot occupancy prior to count =
21
parking lot occupancy after count =
0
WPA08078M TRIPGEN.xIs, count summary
4n0/08 William Popp Associates
PARKING COUNT DATA COLLECTION
Counts Recorded: 18-Mar Tues
1 Federal Way Dental Center
Use Address
Medical Office 30317 16th Ave S
2 Family Dental Center
Use Address
Medical/Dental 31003 SR 99
(date & day of week) avg max
Count #>I
1
2
3 1 4
5
# of Veh Parked >
j 23
21
20
11:14
20
11:45
Time of Day>
10:15
10:42
Count #>
1
2
3
4
5
# of Veh Parked >
12
12
12
11
Time of Day>
10:17
10:44
11:17
11:47
3 Federal Way Medical Dental Building
Use Address
Medical/Dental 1014 S 320th St
Count #>
1
2
3
4
5
# of Veh Parked >
23
24
26
27
Time of Day>
10:21
10:52
11:20
_
11:51
4 Capitol Square Medical -Dental -Prof. Center
Use Address
Medical/Dental 720 S 320th St (NE)
Medical/Dental 728 S 320th St (SE)
Medical/Dental 700 S 320th St (N)
5 Centennial Office Building
Use Address
Medical Office 1025 S 320th St
6 Vision Express
Use Address
Medical (Vision) 1045 S 320th St
Count #> 1
2
3
4
5
# of Veh Parked > 79
75
10:55
70
11:24
58
11:55
Time of Day>, 10:26
Count #>
1
2
3
4
5
# of Veh Parked >
21
24
21
21
Time of Day>
10:34
11:00
11:29
12:00
Count #>
1
2
3
4
5
# of Veh Parked >
9
10
10
11
Time of Day>
10:35
11:02
11:30
12:02
21 23
12 12
25 27
71 79
22 24
10 11
Parking Results As, Tue 3-1 B
4/10/08 William Popp Associates
PARKING COUNT DATA COLLECTION
Counts Recorded:
20-Mar Thurs
(date & day of week)
1 Federal Way Dental Center
Use Address
2 Family Dental Center
Use Address
Medical/Dental 31003 SR 99
Count #>
1
2 3
4
5
Count #>
1
2
3
4
5
# of Veh Parked >
10
11
12
11
10
Time of Day>
10:18
10:38
11:00
11:24
11:46
3 Federal Way Medical Dental Building
Use Address
Medical/Dental 1014 S 320th St
Count #>
1
2
3
4
5
# of Veh Parked >
17
15
13
12
13
Time of Day>
10:21
10:43
11:05
11:29
11:51
4 Capitol Square Medical -Dental -Prof. Center
Use
Address
Medical/Dental
720 S 320th St (NE)
Medical/Dental
728 S 320th St (SE)
Medical/Dental
700 S 320th St (N)
5 Centennial Office Building
Use Address
Medical Office 1025 S 320th St
6 Vision Express
Use Address
Medical (Vision) 1045 S 320th St
Count #>' 1
2
3
4
5
# of Veh Parked >
75
74
77
89
65
Time of Day>
10:24
10:45
11:08
11:31
11:54
Count #> 1
2
3
4
5
# of Veh Parked >
15
17
19
16
16
Time of Day>
10:28
10:50
11:12
11:36
11:57
Count #>
1
2
3
4
5
# of Veh Parked >
9
10
12
13
11
Time of Day>
10:30
10:52
11:15
11:38
12:00
avg max
21 24
at 10:36
11 12
14 17
76 89
17 19
11 13
Parking Results.xls, Thur 3-20
4/10/08 ffliam Popp Associates
CITY OF FEDERAL WAY STANDARD PLAN NOTES
REVISED: AUGUST 5, 1993
THESE STANDARD PLAN NOTES ARE MODELED AFTER THE KING COUNTY STANDARD PLAN NOTES
LOCATED IN THE SURFACE WATER DESIGN MANUAL. THE STANDARD PLAN NOTES MUST BE INCLUDED
ON ALL PLANS. NOTES, WHICH IN NO WAY APPLY TO THE PROJECT, SHALL BE OMITTED. HOWEVER, THE
REMAINING NOTES MUST NOT BE RE -NUMBERED. FOR EXAMPLE, IF GENERAL NOTE #3 WERE OMITTED,
THE REMAINING NOTES SHOULD BE NUMBERED 1, 2� 4� 516� ETC.
A 1 -80
ll w
uy KIM [a 10,
a-MAM
r
Lp.
EROSION/SEDIMENTATION CONTROL NOTES:
AM
A A
14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED� FAST GERMINATING GRASSES
SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E., ANNUAL OR PERENNIAL RYE APPLIED AT
APPROXIMATELY 80 POUNDS PER ACRE).
15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED� IT SHALL BE APPLIED AT A
MINIMUM THICKNESS OF TWO INCHES.
16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER
SECTION 22-1568 2. (C) (6) (A-G) OF FWCC.
CONSTRUCTION SEQUENCE:
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE
HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION
REPRESENTATIVE.
2. FLAG CLEARING LIMITS.
3. INSTALL STABILIZED CONSTRUCTION ENTRANCE.
4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN.
5. INSTALL OFFSITE CATCH BASIN PROTECTION.
6. CONSTRUCT SEDIMENT TRAP/POND.
7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED.
8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS.
9. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTION/DETENTION
FACILITIES. PROVIDE INLET PROTECTION WHERE INDICATED.
10. INSTALL REMAINING UTILITIES AND BUILDING.
11. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS
AND GUTTERS.
12. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS.
13. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS.
14. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED.
LOCAL
.25' CLASS B
.17' CSTC
.42" CSBC
2 L A IN E S
+ PARKING
zoffer �
1:=== PUBLIC WORKS DWG. NO.
wi Ffffa DEPARTMENT COLLECTOR 3-2R
Ce, men't Conc..
Barrier Curb, \
4'
33 in e.
fT p)')
Side walk
12*,, 1 112** 1
c", 01 _�n i�l 0 01 0 11 C, 0 Q ;"A �P 0 0 PI) 0
CA 01 �0 IR 0 0 0 01 0 0 ICI 0 .0 0
00 S�6r A�Mo<
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DlffECT ABLE WARNING
PATTERN ($EE DETAIL)
........... I .... -1.11''..-I-1.1- ........ ............... ......... - ............. - ........... .........
DUECUSLE MRNIN3
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ELEVATION
DETECTAOLS WARMNG
PATTERN DETAIL
'Ti
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1.4 1'EPAR711MFNT
w cut'Match Line
(TYp')
Plonter
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0EE.TE',C,'*TA.81E VNA,,-,RN1 G
RA,7iER,N (SEE DETAIL)
0
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7
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1600"S 3 04th St
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VICINI"I"'Y MAP, N."I"-.s.
LEGA,L DESCRIPTION.-
LO,rsz'**, AND 3, KING COUNTY SHORT PLAT NUMBER 179045, RECORDED UNDER
RECOk DING NUMBER 7909110873 , RECORDS OF KING COUNTY, WASHINGTON.
ELEVATION DATUM PER CITY OF FEDERAL WAY -. BENCH MARK 2172-34-1
NOR'r1qEAST BOLT ON POLE BASE AT SOUTHWEST QUADRANT 304TH STREET AND PACIFIC
HIGI IWAY SOUTH, ELEVATION= 481.963 FEET NGVD-29
i
TOPO(`JRAPHIC SURVEY NOTES:
I . rf"flE OCATION OF UTILITIES AS SHOWN SERVING THE SUBJECT PROPERTY HAVE
BEEN TAKEN FROM PUBLIC RECORDS. WE CANNOT CERTIFY TO THEIR
ACCURACY AND/OR COMPLETENESS. BEFORE COMMENCING CONSTRUCTION
.INVOLVING EXCAVATION OR REMOVAL OF EXISTING STRUCTURES, CALL A
1�,QCATING SERVICE OR 1-800-424-5555 FOR UNDERGROUND UTILITY LOCATIONS.
11"IELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS.
2. ANGULAR AND LINEAR RELATIONSHIPS WERE MEASURED WITH A SIX SECOND
"I"HEODOLITE AND ELECTRONIC DISTANCE MEASURING DEVICE, SUPPLEMENTED
BY A STEEL TAPE.
3. CONTOURS AS SHOWN HAVE BEEN INTERPOLATED BETWEEN SPOT ELEVATIONS,
ACTUAL GROUND SURFACE MAY VARY.
4. "I"FIIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES WHOSE
NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UNAMED THIRD
.PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND SURVEYOR.
5. r'l"OPO('-T'RAPHIC INFORMATION WEST OF THE PROPERTIES WEST BOUNDARY AND
.INFORMATION MORE THAN 20"NORTH OF THE NE CORNER ABUTTING 16TH AVE. S.
WASMEASURED BY WR & ASSOCIATES.
LEGEND OF EXISTING TOPOGRAPIC SYMBOLS
DECIDUOUS TREE
-4�_'RETE MONUNIZEINIT, li`� CASE
MONUMENT EVERGREEN TREE
71� _Z'
"'I"ACK IN LEAD OR NAIL & DISK gil Ll CATCH BASIN
G v
BRONZE PLUG GAS VALVE
SErf" REBAR W/C.AP #23604 WV WATER VALVE
SEWER MANHOLE
FOUND PIPE OR REBAR
FIRE YDRANT STORM DRAIN MANHOLE
POWER POLE w M
WATER METER
SHE,_Eri"" IND"�EX
C-1 VICINITY MAP, LEGEND, TOPO MAP NOTES, PLAN NOTES FOR ROADWAY &
EROSION CONTROL.
C-2 TESC & RELATED DETAILS
C-3 1, it == 20'OVERALL SITE PLAN WITH GRADING & STORM DRAINAGE..
C-4 S' 304TH ST. & 16TH AVE. S. FRONTAGE IMPROVEMENTS, PLAN & PROFILES.
C-5 ROAD & STORM DRAINAGE DETAILS.
C-6 ROAD & STORM DRAINAGE DETAILS.
C-7 R.OAD & STORM DRAINAGE DETAILS.
C-8 WATER & SANITARY SEWER SERVICE PLAN/PROFILE/BORING SECTION
StJRVEYOR: SCHROETER LAND SURVEYING, P.O. BOX 813, SEAHURST,
WA.� 98062� PHONE: 206,242,6621
OWNER/AGENT: DR. RICK RIVERA, P.O. BOX 847, SEAHURST, WA 98062
PHONE: 206 795 3297
E INGINEER: WR & ASSOCIATES, 106 MONTEREY DRIVE NE, RENTON,
WA 98056 PHONE: 425.277.5664
INSPECTION: PHONE: 253.661.4131
AMINIMUM OF 2 BUSINESS DAYS PRIOR TO BEGINNING OF CONSTRUCTION THE
DEVELOPEWS CONTRACTOR SHALL CONTACT THE PUBLIC WORKS DEPT. AT
2,'�3.661.4131 TO ARRANGE A PRE CONSTRUCTION CONFERENCE.
CALL 48 HOURS
BEFORE YOU DIG
1-8()0-424-5555
PERMIT NO. 07-101 - 1 - 34 0 0-1
M
M =
fft'
0 V/
DF Fp1=1.,i,)ER,/,J,,z�.
I OF
8
SHEETS
Af"'L ANT 5CHE D UL E
SYM50L QTY. 50T./COMMON NAME 5 IZE/SFEC IF [CATIONS
TREES
10 Acer circifnatum/ 2" Cal., 10' ht.** 1345.. s�mmetrTcal
VINE MAPLE
32 Acer rubrum 'Red Sunslet/ 21, Cal., 10' ht., 134a, s�mmetrlcal
RED SUNSET MAPLE
Chamaec�parfs lawsoniana 'Green Pillar/ ro nt, 545, ssimmetricial, well branched to base
GREEN PILLAR FALSE C),*'FRESS
oill,
Ficlea omorika/ ht. 545, sSmmetrical, well branched to loase
SER51AN SPRUCE
20 Finus (=ontorta/
545, sSmmetrTcal, well branched to loase
SHORE FINE
11 FSrus cla I lerSana 'Ca pt i a V/
CAPITAL FLOWERING FEAR 21, Cal., IOht..* B45, sSimmetrical
44 Abelia x!2randlflora/ 2 eal. ront., well rooted, well branched,
GL055*'r AE3EL IA
82 Cornus stolonifera 'KelseSTTV 2 eal. c-ont., well rooted, well branched
<ELSEY DOGWOOD
GaultherTa shallonl 2 eal. cont., well rooted, well branched
SALAL
Kalmia latifolia lostbo Red,/
2 eal. cont., well rooted, well branched
a2 05TE-30 RED MOUNTAIN LAUREL
/TN 15 Pler-is 'Forest Flame'/ 2 eal. cont., well rooted, well branched
FOREST FLAME ANDROMEDA
In PotentIlla fruticosa 'Abbottewoodl/ 2 eal. cont., well rooted, well branched
A550TTSWOOD POTENTILLA
ruscifolia/ 2 eal. cont. well rooted, well branched
6ARCOCOCCA
33 Viburnum pliciatum var. tomentosum 'Shasta'; 2 !@al. cont., well rooted, well branched
SHASTA DOU5LEFILE VIE3UfZNUM
25 Viburnum t1nus 'Sprine eouquet/
2 eal. cont., well rooted, well branched
I Y1t::5Ut<NUM
;)CORED CONCRETE
WAL<WA INTEGRAL
GROUNPCOV;=R,
TERRA TTA COLOR, T"llill,
1:::) 1 rll Milli t
4 in. pot., well rooted., trianeular
5EACH STRAWE3ERRY
spacfne la" O.C.
TRASH -.1.CEPTACLE
r NIIC,�4 ro75
Rubus pentalobus 'Emerald Carpet/
4 in. pot., rootle,
EMERALD CARPET CREEPING RU5US spacine 101, C.C.
VIL
-I- __7
00-
4-1
L:
00,
10
r g00%
SIXTY-SEVEN PARI<ING SPACES ARE 5ZEQUIRED FOR THE PROJE(.*T. SIXTY-SEVEN
PARKING SPACES ARE PROVIDED.
2. TEN -FOOT -WIDE TYPE Ill LANDSCAPING 15 REQUIRED ALONG SOU**H 304TI4
STREET AND I&TH AVENUE SOUTH. A MINIMUM 12'WIDE TYP
E Ill LA,;,-1DSCAFE
fBUFFER 15 PROVIDED ALONG 50TH SOUTH 304TH STREET 4 I&TH A. VE SOUTH.
3. FIVE -FOOT -WIDE TYPE Ill LANDSCAPING 15 REQUIRED ALONG PR(.)FERTY LINES
NOT ALREADY ASSIGNED 10-FOOT 4 Ir:7-FOOT LANDSCAPE 5UFFEF3. A MINIMUM 51
TYPE III LANDSCAPE 5UFFER 16 PROVIDED ON THE EAST SIDE THE
PROPERTY WHERE 10-FOOT 4 15-FOOT 5UFFERS ARE NOT ALREAC"lly REQUIRED.'
"IT
kol
4. THREE-FOOT 5ERMS OR INCREASED PLANTINGS ARE REQUIRE :--I PERIMETER
PU5L I C
PLANTING AREAS SURROUNDING PARI<ING AREAS ADJACENT *7
RIGHT-OF-WAY. HIGH -DENSITY PLANTING (SPACING VARIES WITH c�=ECIES) 15
AREAS ON THE PAR1<ING LOT FERIt'llill'ER. AS THE
PROV DED IN ALL PLANTINC
A�.TERNATIVE TO THREE-FOOT 5ERM5.
-rook
oil!
TWENTY-TWO SQUARE FEET OF FAf;;J<ING LOT LANDSCAPING 18
RE(.;�UIRED PER
PAf;;KING SPACE, THE PLAN CURRENTLY SHOWS roe PAR<NG SPAr 5 (REQUIRING 151a
$.F. OF OF PARKING LOT LANDSCAPING.
LAND5CAPING) AND PROVIDES 1534 6.F
41
- ---------
$TREEETSCAFE FLEMENT5 ARE TO 5E IN
5 NCH 4 TWO (2)TRASH CANS ARE
E PROVIDf�D AND SHOWN THE PLANS.
N R ATHWAY$ ARE TO 5E DELINEATED WITH DISTINCT �lAVING
RIGHT UJAl 1.1NE 3 FfEDf�$T iAN F'
FLACfFM9NT OF 61,1"RPET 'S
VARIATION$.,,$ :H AS' TAHPJHJ:� OR
0FF5r=T FROM Ff�OFERTY,�!NP, UC ONCRf�TE- DECC�'AT!VE PAVING
TREES TO eE ADJUSTEC�F.TO AVO-Ip
OUT INTHfFP:rzl:)E5TRIANPATHLUA*krAfREAS,
CQNF�JCT 15 -(P" AREA DF..PICATEiP 0""" 16 CALLEED
'FI�Prz.RAL,. WAY W
CIT:r OF
4.
20' 40
PROPERTY L INI�
4 'd
1, 4
0
ti
0
Wv
t�-A ,
NO -
lt,�JAL FLACE't"'01-n-NIT F
'f7
A!DtJUII-*TF_`!D TI'* AVM ID
-concrete wall
OP
-set ncil in lead in
0C,'K r y
xv
edge of asphalt.""..
dQ\
17
p_
Z
-oncr-ete curUng
Q
o w r)
C
r e 0 (,A 0 u
T
N
Gv
r�'A
XIN
C-cs Vclve
Wv
Water
Vc!ve
A
e w e r
rr a n h o'
storm
drom rrcc _noie
mm z" M11, Mr
17�1, 1) " "� ""
I V p, w
47
1
jl 4%0
J%Q
M"
L A
T 1 1
Q
R
t 148 NW L1,.'ARY "WAY
S A T T L Ell, W A 8 1 0 7
(206) 81)-2133 Fax (200 T�9-21 90
jiWV,
"v,
41,
Ali
nO
mv
N�I
77
q',
A,%
'Aft
04.
n4
yme
�iDtyi
rx'Im
f
J ++FAT qk
p
kl
INII-M ?
11*j
3i
Vflq%4
/*
Y "V
20'
DESIGP�: CALU
DXT."
DIUMAIN, tIml
CHECKE.M.- CAW
MR,
71!s MI
li .
i,M
Y" IMV
TS
_T" I 7"' 77
011,11110, 7004 MINI 0, OORM 0 10 010, 1111, 4"01.
L L
IE' DESCRIPTION
L U AND 3, KING COUNTY SHORT PLA"r No''MBER 179045, RECORDED UNDER C
N U !�A 6 PER 7909110873, RECORDS OF KING COUNTY, WASHINGTON.
- E VATION DATUM PER CITY OF FEDERAL WAY BENCH MARK 9172-34-1
NORTHEAST BOLT ON POLE BASE AT SOUTHWEST QUADRANT 304TH STREET�A,ND PACIFIC
Hi -��',NAY SOUTH;
1"'VATION 481.963 FEET NGVD-29
GRAPHIC SCALE
set nai" 4 1 e a d in south
0 10 20 40
e d q e c c In t e fQoting
I - "1?TrW'4R
2.00' offs't south - 6
---set rebor w/cop 2.00
30
chain li��-)kj(lnce,on top
offset south
IN FEET
of wall is(O�4' north
1 inch 20 f t.
N89*5423"E
116.32
low
'1169
46
�R
V%
to
&� ;�q
01
Q,
C61
Co
P
(.n
X
CY
09 V4
0�*
C51
00
P
4:1
14
Northeast corner
�o
C�p +1_
0
building #30326
00
0
0Q1
X R '1� ,o �
%)� 2� � q 0
concrete wall
0,�*004
A Co
.0
X Q/
Abl . x
X
0
X
X 416 lead' in
/-se.,t nai� in
concrete wall--\ rockery 0
X
00
013
0
M 04 CY) %W1
4(
0 CC) a)
7
X
`v90
00 0
N89*5 '06"E V)
X
C)
V)
0 OCI
.0 0 CF) A 0
0 N M
LJ 0
9<,9 V)
00
00 0 C
U 0 (0
(n 0 �b, I 11� X
0 0) 0) 3 0. 0
%* M At
x
CP 44
6,) ').9 C 111211,01%
X
00
C-)
(Y9 )00
z Or 0
X 46
I_ : 5 ,
0 X,
P
ao 1 00
CP Nei '0�
AAQ
487.1 X edge of' asphalt�
0 C�
X
�o
NA
Cb
X
(0
W
4_0 IOW
C,
0)
> X + (V
U
I N 0 , X 4031 -
C -0
4.1 V,
�--elevction @ top e
C3
_0 U
curbing f!ow!in (,,,w r .5
0 e c_.I
)< 0
JIN
0
X
469.2
1190
A
41 6 M9 54'11`)`6"E��o
9 0
toe rockery
X
o) C)o
X 0
X 400
119
;K6� X -3 X
A 411111.1 ... 1.00 4-1. N, . . ...... x
x 4
451. 1 1
X X CL existir�g C
4
-et n
%.. oil in 'ead in
Are sl�ll f
X �90
ockery
I0
X r.. ro fN
X X 0
0
X 0
x
0 C
x
—H—CL ditch
_,,---edge of
4 e4,4r X
00 X 4r x 17
-1ted 11
6) monurner
X
/, - U
IX
0) 0),
01) 00
X c),
M 05 C CO
0))
v
(IV 0
X
6
L 3 9. 2 2:
Northeast corner brick P' Ior
4 R 2 5. 0 0,
is 0.2' soq 't h & 0'. 2' e a 't of )4. 5.'4
Wl\
x X
CN
set' reb'Qr W/cop 'ticy C40 .0
4 cc '4
sign post
X
X
IN 8 9 5 4'0 b
E V
-1y I—— -, -, I 5 , - 1.11 11-1- 1 0 1 111 q I "�, , I �51
r
C�
------- 00 CO
4-fl, �' I .
"'d
116.77. C6
305
5.00
-nit sign"
1 1411 �3 -0 P 0 L i r
S89"54)06)lw
phom� Ped x W\/
-:7
gwy
4 4�
CD 00 V
-A . 7
Arl�b - --------- west cl
�Q
U1
9P 6 +
co
C)o (4) oncre ..e
-3 fiber op pipe
1`10 17) tic cable'-' 0)
No arking' sign
Found bqr w/cop #15661 4�- top 0.1
north edqe asphalt
0,59' west of
cx�
0, 9 0' so th north edge asphalt
C01c. pos, ion. A, X AB9 X
U", 0 0
so�,,jth edcle _)numented 'CL
ri
M
CIV FOLrd
3 0� � � 4111 I'v i
C�
WV INV in concreIlle in, case
W V i><bq
WV Ebb
19/07
6/
4's 4. 3 d. rivewo phone '1�
y
- "I C4i;.e d
C),9
c3a�� �gy
0�9 X
9
P" X,
L EG N D
Concrete Monument in Ccse
M o n urr'�
Ulk,
Tack in Lead or N a i 1 D
Bronz. U a
0 Set rebar, w/cap #23604
Found c)*I�-.)e or rebar
6�y Z� Hydrc-n+
CID_) Power poie
D *1 d T
e c �J c %J s, r e e
E-'vergreer Tree
c s;
rat& in
GV Gas Valve
',Ncter Valve
0s sewer manh.ole
0 storm drain manhole
wr) water meter
S— sewer tine
9— gas �Ine,
w water tine
_S D—storm drair) t I r) e
power, Pote w/1,1C tv
NOTE:
T k t1r)n of� ut1tities as
1)(� ;0ca
shown serving the-.-." sub 'ect
property �)ave beer taker)
from pub(ic records. We cannot
cer-t.`,T;v to their accuracy
arid/or compi.eteress, Before
comfl�(�riclng construction InvoMrig excavation or r emovai,
of ex'sting st�^uctures) cati, a �ocatirig service or
1-8�."424-5555 f or underground
utKity tocations,
Fk->1.(,,j data for this survey
was obtained, by direct -Ple�d
Angwar and
unear rel,ationships were measured
six second theodotite
and el,ectrorflc d1starce measuring
d e supp�emerited by a
steel� tape,
LO"'itours as shown have beer, interpotat-ed betwe<>,r) spot elIevations-
actua( ground surface may
vary,
This survey has been prepared
for the exctusive use of parties whose
names appear hereon onty,
and does not extend to any unamed third
pc.,,rt-les without express recer.+,1t'-'!cat:'or) by the tand surveyor,
THIS S!.,+'�VEY INCLUDES Ii",4FORMA1'ION OBSERVED UNDER PROJECT No. 0704�11
i\/Iercl
Richord.'R'l
P.O.' B'0'X 0
Seahull C
77f;
'j H1,
Lan V
J
P','R F FS S 10 N A L LAND SURVEYORS
ROI Box 813, Seahurst,
Wckshlrigton '98062 (206) 242-6621 F A-,X n r
�n
DATE (FIELD) 6/2/2/1,,/
DATE (&_�_ICE\t 6/25/07
JOB # 516 "22
PROJECT NO. 07 0 3 SCALFE
D
SE 1 V
DVVG BY low 4
N
co
(0
V_
N
..............
m2nmlim", QRS
notional, state and local safery ordinances. Yt 4 4 1 �4 0 rwo*K
6. Provide openings, blocking, backing rind supports as required r2 A%
10. Each subcontractor ons*ble for any damage to adjace 33. Drawings indicol�e gcneral and typical details of construction,
GENERAL, NOTES i is resp i 1 000400
I The contractor shall coordinate the'Work of all trades and for all mechanical and electrical eqiiipment, sprinklers, or*
Where conditions aria not speciticolly indicated but are of
ies, work and is responsible for the'repair of said damage at his f) L N. tst
check all dimensions. Discrepancies shall be called to the cabinets and accessor* I � I e, �41
own expense k each subcon.
At the completion of his wor similar characte to details shown, similar details of con-
1 All materials and workmanship shall conform to the most architect's attention and be resolved before proceeding with
struction shall be,' use,d, subject to review and approval by w2 L, 0 0 (,4,, L 4 1 Q
restrictive requirements of the drawings, specs, 16B*C41 T All information shown on the drowi rigs relative to existing tractor is to remove al his debris from the site and leave the
the work.
Pat
the architect and� the structural engineer,
concitions is given as the best present knowledge, but without building broom clean,
U.M.C... U,F.,C,, 2006 Edition and all other local and regiont'"'il
""A
4. Shop drawings, as required by the specifications and Building guarantee of accuracy., Where act'u'al'conditions conflict with L"4 0 r:) 4;4
codes and ordinances having jurisdictiono 0 3A. All structural systems that are to be composed of corn onents,
0 11. Noted dimensions take recedence over scaled. dimensions,
Dept., shall be submitted to the architect and Building Dept, the drawings, they shall be reporte.d to the architect so the
to be field erect(,d stiall be supervised by the supplier during
Any dimensi fled out as clear shall not AM,4 �:) c", C r 14) �Vj OG WrAl ��7
2. All erection procedures shall conform to OSHA standards. 10 ion ca include, finished . "')JI
for approval prior to fabrication. proper revisions may be made. Modifications of details shall
material. manufacturin 10VI-Ary, handling, storage and erection in
Any deviation must be approved by OSHA prior to erectiorl. .1011 !A
not be made without the architects',Nritten approvaL
ac nce wan inst ions prepare _4�7 $ eo 4 T�'
5. Drawings indicate general and typical details of construction. corda -uct d by the supplier. 4 k r;Z 1�0
The contractor shall be responsible for all excavation pro- 12. Cabinetmaker and/or supplier to field measure all critical
Where conditions are not specifically indicated, but are of 8. All exterior window -glass to. be do'ul) le-g lazed with 1/2" air
0 d protection of adjacent dimensions prior to fabrication. 35. Footings shall bear c,,,n solid undisturbed earth at least 18"
cedures including logging, shoring an
co, t. C
'61ar character to details drawn, similar details of con- space.. Glass in doors and in w*ndo**Y% within 12" of 10) 6 TA Lo 4;0
s mi 0
property,, structures, streets and utilities in accordance with c]l below lowest adacent tinished grade.
13. Contractor to obtain street u
struction shall be -used suboect to theapproval of the architect. door*lombs to be tempered or safety -laminated plate. se and any other related permits
. ......... .
prior to any construction on or disruption of public rightwof. 36. Bonding.
ococ
9, All exterior concrete walking surf to have Bomanite ..
ways. 0 46 0
0
a. Bonding is required for all improvements associated with 1 5 t �*14E: e:Q;45 4!!5 U QV e Y
pattern colored concrete finish unles' otherwise shown on the
I I (Ot 0:�Z 1 14. All locations of existing utilities shown are approximate and it the project. The kkond amount shall be 120 percent of the
Ile NINO
N 11 IWWSWWWWWWAW� 1400004"M "S"Pow *"Wxw� W".0- ""W#00.6 .0-� wpo"40w qmww� ity o the contractor to veri es imate costs o,- t e rig t-o -way improvements. An
s a e t e respons I
fy the
deposit will need to accompany the
L.4'r A- S, correct locations so as to avoid damage or disturbance. administrative. fe(
A�
j,4* E;rAl L.47
t L Contractor also responsible for verifying the location of on bond to cover ary possible legal fees 'in the event the
e installation e��2,0 "r5,4G4f P L
4, existing utilities not shown by this plan. bond must be� cal'-ed. Upon completio'n of th'
V T -A SOM.1 <t 0 C� fWfA LJ4*n,
N, 0 P io
of the improvemunts and final approval of the Public
15. The contractor is to assume responsibility for human safefw
XA/
C orks Inspector, the bond will be reduced to 30 percent OrE� LA W a e0�1 0 rZA I Q*o" i:,-.
with respect
to the construction process,
i of the originci, ar�ount and held for a two-year
Awwmw~ *W10NOW. M"""* ""*WOO& 0000"W ~M% 40M*W* qwax%� -04...
maintenance per"ods 00 �4vlor4v
16. All exterior doors to have thresholds-ond weather-stripping.
Oble for the maintenance of
6. The cleyeloper w1l be responsi
17. Contractor shall provide temporary bracing for the structure /I .: 05 ev,
a s orm drainag:e facilities (including the detention and
elo
'%4 �A
4 an
d structural components until all fincii connections have
wa
) and street systems during the two- C F* V 95� T 0 P-11)LA Q, 4�� 459 r4> Q twi
been completed in accordance with the plans, ter quality fac*l'fies
year maintenrjnc,.:� period. During that time,, the Public
000
0`7 f�,NY
18. All exposed G.W.B. surfaces to have light texture. Works Inspector will make periodic visits to the site to
19. Set all s"Ils on sill'sealer, ensure the cleveli)per's compliance with the maintenance
requirements. U tory completion of the two-
*N�
pon satistac
dft 00
20, Caulk all around windows, doors, louver frames and,
year maintenconc.. period, the rema"'nder of the bond will �4C*rC.4v
rZ I oe; C�,, I:- r fixture boxes in exterior walls or as required with PRC R'ubbe
11 Go be released. t4a'riteriance for public roads and subdi-
Caul11K7000 sealant or architect approved equal,
4 vision drainage f:icilties then becomes the re 'ob-lity il�2-0 1::��4 or H *IA �ol or
sponsi f
f MOW
*^W 21. G.W.B. used on restroom walls to be 5/8" thick, type -X of the City. Maintenance f ate roads and drainage
I or priv
1 �5
A
water resistant,
facilities, includir,9 short plats, rema ns the responsibility of
41"o the individual ;)rt-)Perty owners,
22o Max flame spread at 1 hr. corridor to be Class If (flame
Preconstructio 1 1
spread index 26-75). Furnish compliance documentation to c. r' lAeet"ng. Once the plans have been
�3
Co 'ire Marshall
unty i- approved,, bond'n.9is in place and applicable fees have 4) P Qob t*1 I t%4e,,!j
�4 A ttvf i
�-"l LZ A 0 Ti,,,Ai A ...........
..... WA L,, PwAft*~ -Vftlftw� *mow" aomft"w 23. Carpet in I hr. corridor to have Class If classification and been paid, the'daweloper and contractor or their agents
, �,o c)k 1 0.0 must schedule a ?reconstruction Meeting with the Public
4�1 minimum critical radiant flux of 0.22 watts per sq. centimeter
t
S, r
rb t. 1) e.1 w T; a fto Works Inspectol, `fhe owner, general contractor.,
I F *sh compf tqttlle, rw> C ro,
lie urni ionce documentation to County Fire Marshall.
engineer, arch"fe ct and subcontractor should� attend. No
- . . . . . . . ork shall comr,�r!` prior to the Precon�struction Meeting,
4
V
Mw
wool 11111 11,10 '10 a o4ims A 4ui* AN
10 ft CY 00
I N_____1_1 V 4 1
2A. Automatic building fire sprinkler system to be bidder design.
A separate permit is requi
4TH P VA red. Submit required draw ngs,
> >
NMI-lle'
N > specs an
-Psl "'J
> d engineering to Federal Way Fire Protection tC)
C 0 ro) �w N�4 P4 orf�o J I ..�4 0. 0
`11, NIN IN
N N, 296 H �1# I lew, approya permit prior to
.0 mom 'Engineering Unit for rev* I and
+ 509
0 fabrication. If more than 100 heads are requ: ired a moni- Q. I. (a.. t Coo I
vwmv4
SA, CAJA WEA I rl
$we toring system Q.Applrc-,�'ad by the `r,�; Eng"ircei-ing
>
5 )7
S 2"TH ST
0 0 T,14
��,vl :r
IN, HS -
>
V s
S i Unit 'is also require,d and its cost must be *ncluded'on the bid* �j 1"."I b
(t4�- I TE
00
VA
\.. �cv �IST Z 00"
101$T P
iT -4
P 302NO ST 25. Separate, permit required for fire alarm systems. Submit plans
r
HS. 3
A _2 W "o"
ST
and specs to Fire Protection Engineering Unit for review and
eM
S. 0 ST
> approya i
I prior to installation. Plans to include floor plan 7"
0;�04 Tu
ST
T--
.4 I I Itiating an i
showing on' d signaling devices control and trouble
X > ->f I I
RI
05 H
)4TH OL
'�T_6 I T" I I signaling equipment, annunciation, power connect on,, battery
4:- L C,-,i
PL
> FEDERAL *Y Q PnIll r
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N89054 23 E 116.32'
... ........
. .... . ......
....... . .
.............. .......
. ............ 4
4,�., 9
-"j
y%
A,'
EARTHWORK VOLUMES: IMPERVIOUS AREAS:
-00 488,5 AREAS ARE IN ACRES & INCLUDE EXISTING
'All GARBAGE SITE (1.259 AC) & W. HALF OF OF 16TH AVE. S.
> C t__, C C C C C C C 1. VOLUME ESTIMATE BELOW IS
DUMP�,TER
�!Al I�OW & N. HALF OF & S. 304TH ST (0.286 AC).
UNADJUSTED FOR SWELL OR SHRINKAGE.
#111
2. VOLUME ESTIMATE BELOW BASED ON
A,
ASSUMPITON THAT A CLEARING& PRE -DEVELOPED AREAS: (ACRES)
487,60
481.80 GRUBBING DEPTH OF 811 WILL EQUAL 0.372 Till Forest
cx
A 00
1�1" A. 2+53.8170.3'
IMPORTED SURFACING DEPTH (BASE 0.807 Till Pasture
L.CB +9, TYPE I COURSE TOP COURSE AND AC PAVEMENT.)
0.166 Till Grass
p-ql
>
RIM 486.71 I.E.
0.200 Impervious
12" OUT 483.70
'1-'OTAL 1.545
.-A RIVERA OFFICE
Site name
N 0 R "'l-H El A S T C 0 R ME'F� N
R
Cut 627 yards Fill 643 yards
J
BU11,,_D1NG #30321", DEVELOPED AREAS: (ACRES)
Net 16 yards FILL
Oil 0.325 Till Grass
1.220 Impervious
....... .
3
1�, J'OTAL 1.545
V) P
00
CONCRETE 00
WALL
487.10
'4
Site name RIVERA OFFICE
n
C) TOTAL AREA DIFFERS FROM 1.55 AC USED
C C C C C C C w
I`OR SIZING DETENT10N SYSTEM BECAUSE IT
INCLUDES 16TH AVE. S WHICH WAS NOT
I)ETAINED.
C)
x
LEGEND
�J 11 BOT"FOM OF EX. WALL BOW
487.90
487.91
'FOP OF EX. WALL 4-89.8
CONCRETE
FIN. GRADE TOP ASPHALT 489.80
WALL �9
490
4 \n
V_ PR(` POSED CONTOUR
489
0N
"Idwe
-490
00 0 EXISTING CONTOUR
21
471
'k,
X
PRQP BLDG
F0 6 488.5
SP.,%:,RJ0iTiK_l..,ER RISER/MECH
J
& 3a
CN
487.9,
487.90
Bl�
,�IPINGli Ek" 00 7=)
R 1") 0
r
T 1"'L L Et)
& 4zlZED 13Y
if FIRE SPRIN LEI�, SUB
2
"---EDGE OF
CONTRACTOJ�
lk
STA 0172,5 4.21R. CB 97
-3
'Y,P,S' 2, RIM 486 0,
48
W1 h
"N
APP
1. 1". 12 (W) 482,,�66 ROX CL EX. DW)..
77
g,
g
IN
a_
12 p 1jT (W) 8 1. 00 oo
4
8 1 81.b
0 s,
(E) 4
...........
4.9 0,
%:
Af
f
V"F >
57"
b 5
487.90 48 7.
00 . .... .... 90 487.90
T. 41
31"
4
V !011,0 11 10 wilm
AL
4 8 7 . K 9
j
C)
4 87
85'4\ X`�
489.
1, 00 4 Z5 i
Il C 0.
4817. 0 J
> V
gg� 1�', Alf J
481.5
487A
94
8761
Ail
106. 11 R. C
487 STA 0+72.2
I"A 1-�Q 1 0, 89.3'1_,., I -
S' 1.0�/ X 48,8 488.54 8.81
4
TYJr f 1, 11 1,� I M 87 .60
CB I
1, 1 IM 48
#811 #10, TYPE 1, 7.2
00
4 8 6.5 12 IN & v) 00
I.E. 81, OUT 81.98
----------
01 OUrl 482A il 777-�smml`"
Onwil"M 00MV11111110 Awww ownwo 000wpio 0"wwwo, *000mow #=Awoomw
is 488.80
98 SD L. 1.0%
ftoftwi I wml;4 000M)WO "MOM"* 00ii"M
D 8" SD UNDER >
487.
0/,
S I WATER PIPES. 487.60
- 488.90
487.1 t> 487.50
I. E. Sl) 481.2
486.80
00 >
48 .70
3
V'R 4 1 0
4 8 71 "Id
813 1
7.58
, �i.,. �4 06 -487
5, 4
0 0" 48 80 48" 489.10
10
4 W
00 46�c ��,
*"raw
- -------- ---- __
0I,
"I ..........
7 ')ROW
U
--too
M
DEDICA-
481 _261. N89*54 25
TIOT� 'OVE
9
16.
5.
'liA D t> .,.;.5
IL
im t . -sfqp
N.89-`5*iW-
x
1> 1,
�ip e
t>
> A- h
k
44_
Ong
,77
, wr-4-- A
4U ---
........ ...... S S ..... . ...
.......... .......... .
.......... �,, ..... ?;� ......
J--s
P
P ---
p ..... . . .
P
i P
...... . . . . ..... . ...........
I
............. ............... ........ . .......... .........
............ ........... ...... -,/ - - ------ ...... ......... ...............
7
VA
CL PROP. DWY TQ,,.,CL EX. DWY`.'='�-\11-7 UL PROP. DWY TO ��,L 1,\6TH AVE S. 214' APP.ROX-LOCATIONA N
f % �r, YN `�' Un", T Qff A f� All' 'A�� A UK]
N t
C/�, -oll, E I E
�ATION
�17 J ,UR ING
> 0. 5'
U
::2"
00
d"I -t� c, h
W 0
U
fl-5)
S�
y-'T
WME ",-v
'"o
1\2 0 0 \1 3 .6 S. 304TH ST. 15 6
I - I elo,
NNI
MIN0 1� COLLECTOR
490
B. ik 4+00
A> ,,,k,\J`P1k0X,, t�,OCA1'10N A' CB#41i RIM
R �M N 485.0
111.) 8" A_(`.'WA.7['.E' AIN
"IN I.E. IN 3
EM,
X, E DC'E AN'INCI
6'%4TR,J,STA. 13+57.91 480.89
3 OUT
N
> ""'N
X�, DWY. STA�,,,Q+00.00
........... ......
....... . ..... wV
................ . .....
w 6 ....... A''.
c
11 ......... �o
FO �O
f"O FO f'o F0 4
/ 304TH STA 15+71.91
Y�) 16TH STA 30+00.00'
o n e WN/1�
g)
FEDERAL WAYI-11GE SCHOOL
111',IGH SCHOOL,
A. Y/
FE.D.E.R.All., W.Clk'',
A W -ML
i 10-1 Aff a A 0 IL
A
201
IN kjAE 0
A PL I
CALL 48 HOURS
BEFORE YOU DIG NO V,�
1-800-424-5555
OF FEDE! AL
RL
EXPIRES: 7/29/09
M
OF SHEETS
VERTICAL DATUU
NGVD-29
�p, wma m
'Ile
REMOVE EX. 12" CONC. PIPE TO SOUTH.
CL 50 PIPE. I.E. 49 1. 1.
INSTALL 1211 Dl�
11 6TH AVE. STA 31+14 TO 31+20,
iNSTALL CONC. TRANS. S/W AS
SHT. C-7.
SHOWN & PER KC DET. 3-14�
IN THIS SHADED AREA REMOVE EX.
k,�AV4$4WX- FIR9TALL NEW PAVING
A
TION
CnT
Dil
0 CUR ING FL0*b1bVA,'1NNtVb NEW GUTTER. CHANGE
0,5 IN ELEV AT GUTTER = 0. P
16TH AVE. STA 31+12 TO 31+18�
U TAPER CURB & GUTTER AS SHOWN
& PER KC DET. 3-14, SHT. C-7.
U
16TH AVE STA 30+55� 18.71 L. INSTALL
CB TYPE 1. RIM=490.7. IE 12" DI CL. 50
IN & OUT = 489.1
16TH AVE STA 30+54 22.3'L. INSTALL
CB
V
N TYPE 1. RIM=490.7+/I. IE 12" DI CL.
X. TEE.
Z,
CON-NbC TO E -488
50 IN 488.9, OUT 487.6. SOLID LID.
-61, PVC SS.
ir STA 13 1-5 12 .1, 48
12 0
41
L d i t h
j1kTNj OCATIO EX. i, 12 11 611 OVA
SEE SHT C-8 0.. 0 10
P
....... INSTALL 12" SD ABOVE EX. UTILITIES.
NCTE 1�
�RIRE�CORD 0
Z
0. PRIOR TO INSTALLATION CONTRACTOR
c)
SHALL VERIFY ELEVATIONS OF
IF
CROSSING UTILITIES.
38'- 12" SD, SL
i==0.56%
Z... 11 �gq "I
I>
X�
-WALK SIGN
RELOCATE EX. STOP/X
_11Y Ale",
0
TO STA STA 30+44 23.8L.
V,
Relft�111/ 4S6 sV,
W,
304TH STA 15+36.1 25.9'L & 16TH STA
, A
6.
7�71
U
30+35 26L. & R. INSTALL CURB RAMP
1.34LF, 02-2'DE.E'p
I A PER KC DET. 3-11 SHT. C-6. INSTALL
)k
5
6
RDW'Y)11'(14
`2 N89*54'OCE X-WALK MARKINGS AS SHOWN & PER
4 8's""
KCRS 4.08 & REMOVE EX. N-S
Ca
MARKINGS ON S. 304TH ST.
4� -N-89*54 E m -t' f
4N4* - 5A V
_31
eVd L�i� i N -
x. . . . ........... ........ .. . ...........
x /V
p
1A
7.,,;/ . ....... ...
4.4
--- - - - 7'1
�13
. ............. -
..........
ki
p p
.......... _. S
p
...................... z . ... ... 'P -
........ . . p
7 v
v
REMOVE EX. 12" CONC SD N
BTW
_N
............................. . ..... _S Xx APPROX.. LOCATIO' z)
,J,3AN
....... . SL-0.50%
Ev" P-12" SD�
DONED 8 A C %4,311".R MAI -DITCH & SAWCUT LINE & PLUG
SL=3.0%. RE VE 65'
56-12" SDI S. 304TH ST. 15+00 X..
0 ABANDONED AC W R MAI
\1 3+6 -X
��2+00 TION. PIPE
INS"FALLATION MUST DONE AFT"I ER OPEN
14+00
11+00 ,MINOR COLLECTOR SFPAVEMENT RESTORA
N", I
CUT MORATORIUM ON 16TH AVE S.
4 �VZ. 4
'64 EXPIRES AUGUST 2009.
3 S'l 13-1-5 7.91 (S�
V
B 1"Y.1:'_E 1. m
...........
_7
"01
I, Wv ..... ..................
DWY,
R1'
zl� ........ . . . . ..... . . .... W
_-.1
W
�kl
IN
E� 12" CON(_`*
:1,6!!:---:- ... ...... ............ . ...... . .. . ... ...... W ..... ...... 304Ttl STA 151,71.91 .488�9,
0 --- .............. .......... 1"0 to
,0 1JT 48 T' 2v
------ F0 .......
1"o
16TH S'I'A 30-1,00.00
W IN111 go
J
illP`
TO EX.
I%
R., CONN.
S`IA, 1, 6
-1S SUCI-
FRONTAGE IMPROVEMENT PLAN, NOTE: ALL ABOVt` GRADE OBSTACLE
x"
s
("B115, l.f". IN OUT 487.20.
AS TELI'11,'PHONE, CABLE OR FIBER OPTIC
RELOCATED AWAY
S. 304TH ST & 16TH AVE. PEDES'TALS MUSTBY JIG,11
1"'EDERAL WA,Y'I--
SCALE: 1" 20'
.0 f"I�OM 14 1E NEW SIDEWALKS ON 16TH AVE. S.
WAYBIGH's H' OL
A7 S. 304TH ST.
ST .8'1�_� CIONN.: 11`0 11"Ix. 495
495
495 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
4t-�)7:20..
....... ........... . .........
............... ......... ........ CB #5 k, IN,
. ...... . .
. . . . . . . . . . . . . . . . . . . . .
16TH, A-.V.F,. STA 30+5_�11 8.7',L. INSTATA. ........
0,*S' _104TKST
+ . . . . . . .
... ............................ ......
...... : I I I I 1 : .... : I EMO'�/E EX: 12'"'CONC SD
0. 1) .. :
...... 15.-5'.N.,0FCL ATPR P' 1.'RIM' 490" 1. IE' 12'.11 1 C :�O .....
..... .... * ..........
1",6 W(J IT, 1,� IN[; & I) I ;1,K"
........ ......... .......... ......... SAWCUT. OUT,=, 4,89.1
-F
...... FAI:% OP PRO-PX&O ACV CU"�. ......... .........
...................... ..........
........ ... .................. ........ 490
..... ...... ... ........ ... ....... ....... ................ ......... ......... ......
............ ............ .......... ........
... 490 .......... . .....
00 l' Y I I I" 1 N 11N
... ...... N ... CL .... 0"12",LOWER*SAWCUT*."*"**"* .. ...............................
Al� 1. ............. 20t
............... .................... ........................... ..
...... ................... .. .... ............. 490-
')Ulk l_,l.1WSD.I),ET. B-19A, 6
I N S 11) ti I-) I M 111�0 N S I N S 2 5, W 1: X . ....
ASS'13Y
........ ..
...........
... .............. . ....
84! [,,ON('
SUPPLY PIPE tJ N DER EX* UTILITIES ..... .
�u .......
...... ......
#..w .........
0 ..........
W........
- ---- ..........
STA -13+8.8. 1 101 L..� CB 1/4 1
..........
-1 .... ..... I .... : .............. ............................ ........ 485
. . . . . . ET .. .......... ..........
..............................
.............. ................................ 485 R
.... 4,85: 1, 4 8 3'.8,5'
: . . . . . . . . . 00
WATtRLEV
MAX.
.... ..... ...
-2 -')'N('.1 ...
..........
.........
. ........ .
0* ........ oc� ...
......... .......
.. ..... . .... ..........
MAIN
..... ...... ....... ..
low,
....... . ....
... ......... . . . . . . . .
..........
IS. Af3AN DONED IN "I -IISAI��, �`,A
.... 480
...... ..... ....
............ . . .. ............. ........... ............... .............
.............. ....... .......
.......... ........ ............... ........
......... .... ...... .............................. ................. ...... .. .. ... ..
. ........... 48.0 ..........
.............. ..... ...... ......
4,801
FIRE SPRINKLt,R,'LANDSCAPE:&
woo 0100 -00 ill 1 10 jo�m WKWO00
W E A�T, - R
.56-1.2" SD
SL�=3.03%
. . . . . . . . . . . . . . . . . . . . . . . . . . .
..... .. 8TA.13+283� I
I`ER S ... ......
UPPLIES 1)
OMESTIC WA
.... ............. .
........... . . . . . . .
91 L C8,#4A 1"y I)E. I
'TIES AS SHOWN.. ........
-UTILf ... ..... .....
XISTING
4 81'00 I . .1 .... ........ ........... ..... R'--'484.26 I X. 12 IN/OU r'l'* STA 13+44.4� �4-4'*L� CB:#4�*I,`Y1')1` 1.) ......... .....
0,
............
I.E. -1
_1211� SDI R=485.0
21 5 0%) 2" IN/OUT 480.89
.... ... ....... . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . I . : I . I . . I . ..
....... .........
........ 3! L.� CB #2,::TYPE. I MM ...... ......... . .......
..... Sr 13 //,2*A� T Y STA 12+54.2:221) ....... .......
PE
rA t1t. .3-4, 1 9.0` 1,'. , . . � .... : - 1 1. 1. � � " � ........... ..... ............ ..... 475
........ .. .......
....... . ............. 47-5 ........... ........... ......... ..................... ............. ............... ................. ........ ...... ........... .............. ................. .....
............. ................ ...... ...... . .........
... . . ....
............ ....... ................................. ...... ......
.... D-1 ... OUT -- .................................. ...... ...... ......
.......................... .... 41
..........
.. ................ ...... ...... ....... U
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U
. . . . . . . . . . sS . ... ..... -------
s s . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
U.
. . . . . . . . . . . . . . . . . . . . . . .. . ... s- . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . .
..... ......... ........ : . ... ................. ............................... ................................. ...470
. : ... I ..................... ............ .......... ..................... ................................. ..................................... .............................................................. ................ .......................... ...................
...... .... 470 .... .................. ........ .......................................
................... ............ ........ ............................................................... ............. ........................ ........................... ................... ................... ...... ........ ................. ....... ....... ...................... * .....................................
........... ....... .............. ........... .................................. ............................... ..... 4-70,: 14+00 15+00
13+00
PROFILE S. 3 04T-ny-y STREE 1, 3k-,ALE: 1" 20'
500 500 49-f CONSTRUCTION NOTES:
C.L 16TH AVE. S, LOOKING NORTH
... ST, LOOKING EAST low- 3'ROW DEDICATION
....... ......... ......... ........ ......... C.L S. 304TH
...... ...... ......... ......... ........ ....... ......... 1. STREET IGHTS IN ACCORDANCE WITH REQUIREMENTS OF THE
3'ROW DEDICATION 6'WIDE SIDEWALK'
PRE -APPLICATION MEETING ARE BEING DESIGNED AND WILL BE INCLUDED IN
6'WIDE SIDEWALK' 4'WIDE PLANTER STRIP
THE BUILDING DEPARTMENT APPLICATION SET OF DRAWINGS.
4'WIDE PLANTER STRIP
......... ......... 2. STREET TREES LOCATIONS ARE SHOWN ON LANDSCAPE DRAWINGS.
........ ......... ......... ......... ......... 20.0
...... 495 49(
...................... I ..........
................... ................ ....... ............. ....... ........ .............. ....................................... ................ -I ................... ................... ......
495 20.0'
............... .........
--- low-
........ ........ 7.5
......... ......... ...... ...... 15.5' SAWCUT EX.
......... ....... JOINT WITH
....... ...... SAWCUT EX. AC PAVING SEAL
. . . . . . . . . . . . . . . . . . . . . . . . . . .
AC PAVING SEAL JOINT WITH HOT LIQUID ASPHALT
......... .. HOT LIQUID ASPHALT
EX. ASPHALT
........................ ......... ............. ........................ ...... ......... ...................... ............... ....... ....... ............... 48 .0% ................... .......... ........ ....... 490
490
PHALT
........ ......... ......... ......... EX. AS
0%
........ .........
00
......... ....... ......... C G & S/W COMPACTED SUBGRADE
> .............. ......... ......... P CTED SUBGRADE PER DETAILS
2 COMPACTED DEPTH C
SHT. C-4.
............ ......... ............................. ........... ....... ......... .............. ............... ....... ........ .... 485 48( ASPHALT CONCRETE
...... ........ ....... ...... .......... 2 COMPACTED DEPTH C
485 ......
......... ASPHALT CONCRETE
z
...... ...... CLEAR & GRUB EX.
2 COMPACTED DEPTH
> DITCH & BACKFILL
2" COMPACTED DEPTH CRUSHED
C G&S/W
........ z ......... : 111*111, * : * .11 -- I NOV
P4 0: SURF TOP COURSE WITH COMPACTED
: ...... ......... ............ ....... ......... PER DETAILS
4" COMPACTED DEPTH CRUSHED
BA
......... ...... SE COURSE.
SHT. C-5.
......... ........ )F
........ z 4 COMPACTED DEPTH C
. .............. ....... .......... ............................
.................. ................ ........ ......
.......... 480 47-
A QA .cn , W ... 17:t .. .......................
. ...........................
�D'
U......
U ............ ....... ......
3 0 WIDENING 1E)"TH AVE. WIDENHIN
ATH
F....... 010
Z: .........
N.T.S.
...... LOOKING EAST, N.T.S. LOOKING NORTH,
ZZ U" U,
.......... ........ ........................................
....... ....................... ............... ................. ...... ........... 475 47(
475 ................. ......................................... I ...................... ....................... ALL COMPACTION TO BE TO 950Zo OF MAXIMUM DENSITY ALL COMPACTION TO BE TO 95% OF MAXIMUM DENSITY CALL 48 HOURS
31+00
30+00
BEFORE YOU Diu
V. SC A LE- Ill = 201
PROFILE 16, 11,H A"", Y--,. S","NUTH, A '. 1-800-424-5555
T) 00
(n
+
U
Aft
U
CA
C-A
00
r -'I z
t e--�
d',
06
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00
It
d" U
jgj I
r , %.- j
F--�
V-1 rTj
U
U
U
.1-10
-7,
ON
z
Z
Ir
ON
It
CN or,
z� t--
�10 al�
V)
W
r" r
F .. , Z
z
00 4rN
+
Tt
+ C)
.
00 kr)
+ 00
r_;
+
�:
U �D
U
U Z
__
00
kl�
00
-.I
z
Aft
Niar
j
HC
00
PERMIT NO. 07-101134-00
APPROVED
DATE
F,
I ��l
E_XPIRES: 7/29/09
NOTE:
1. SEE SEC. 3,3,2
2. MONOLITHIC POURS WILL NOT BE ALLOWED.
44
' STAMM
FJW-W RAW
SIDEWALK RAMP
PLAN
vt y c
d
w; a` "4 �,M..° $'i�.k`,:?'^" 'wds^]w:kY,a.:,•,„�
NOTES g
t *""'p At �"�M,� �`,�+''. � �`� �kr � aP+��,^�'��� �R`�x. "���i,t�a �•�o' 'a �v`•. tD &'.' ,"' " Y : ",^,,oh,.
2.
,.x. „�.��•. .. �.:..... ,�.�, ; � . �' 3•;����"..% i 4}�0��,,*`,'Y;. �„� �, ;fit
E
Ramp dopse �ajj m
III :'M
,��tt
3,, w'�'rel
�� '
MIIIIVII
.. 04
6
3.
.�
'z
1 3 BAR HOOP
3p,
Dry ?(ja
sb
12"
w
#3 BAR EACH CORNER
#3 BAR EACH SIDE
VERTICAL CURB & SIDEWALK
EXPANSION JOINT
2" CSTC
SECTION B--B
CURB & SIDEWALK JOINTS
I )DE f LA
g... „'
T
NOTES:
1.
CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM
C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON
PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS.
2.
AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE
FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES
PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL
COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC
SHALL NOT BE PLACED IN KNOCKOUTS.
3.
ALL REINFORCED CAST--IN--PLACE CONCRETE SHALL BE
6" RISER SECTION
CLASS 4000,
4,
PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR
KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2" MIN, ALL PIPE SHALL BE INSTALLED IN FACTORY
PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT
BE GROUTED IF WALL IS LEFT INTACT.
5,
KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER
DIAM, PLUS CATCH BASIN WALL THICKNESS.
6.
ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX.
DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE.
7,
12" RISER SECTION
THE MAX. DEPTH FROM THE FINISHED GRADE TO THE
PIPE INVERT IS 5'-0"
8.
THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION
AND RISER SECTION SHALL NOT EXCEED 1 /2"/FT.
9.
CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE
WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH
REQUIREMENTS OF FEDERAL SPECIFICATION RR"-F--621D.
MATING SURFACES SHALL BE FINISHED TO ASSURE
NON -ROCKING FIT WITH ANY COVER POSITION.
' 10.
w
FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN
OR CAST INTO RISER.
11.
FOR CATCH BASINS IN PARKING LOTS REFER TO WSDOT/APWA
STANDARD DWG. B1--b.
12.
PRECAST BASE SECTION
(MEASUREMENT AT THE TOP
EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM
VERTICAL EDGE OF CATCH BASIN WALL.
OF THE BASE)
d3 BAR EACH war
CATCH BASIN TYPE 1 4-1
1O" "
2 1 /2" 5" 2 1 /2"
2`--0"
10"
� TOP OF LIP AT DRIVEWAYS R=N1,5" ��,,,
VARIES
�i
EXTRUDED ASPHALT OR CEMENT
MOUNTABLE CEMENT CONCRETE CURB
CONCRETE CURB'3
FOR USE IN PRIVATE PARKING AREAS ONLY EXPANSION JOINT
5"
0,02 FT,/FT.
12" MIN. 0,0� 2 le •: '
URB AND GUTTER,•%r, s"
." A.
CEMENT CONCRETE
SIDEWALK
#
•w
. A , �, ±.+'.r � . • . yr• , � a • ('?
w.
AA
NOTE: TOP OF LIP AT DRIVEWAYS.
�a
NEW CEMENT CONCRETE CURB & GUTTER
PATCH -- MIN. 3" CLASS B ACP
(OR MATCH EXISITING). MIN, 2" CSTC
XISTING PVMT.
5 1/2" R 1/"
CEMENT CONCRETE CURB GUTTER REPLACEMENT
N
PAVEMENT''
s
NOTES:
„ y •l
1. SEE SEC. 3.04 K.C.R,S. FOR JOINT REQUIREMENTS, TOP OF CURB
• t . A.,
AT APPROACH
2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. -.,`«.
3. SEE SECTION 3.3.3 FOR EXTRUDED CURB ANCHORAGE."
4. TO BE USED ONLY AS APPROVED BY PUBLIC WORKS DEFT.
5.. EISITING CURB REPLACEMENT WILL REQUIRE REMOVAL
OF ASPHALT A MINIMUM 12" FROM FACE OF GUTTER CEMENT CONCRETE BARRIER CURB
�►1r PUBLIC WORKS
DEPARTMENT CURB DETAILS
<t
.�
-Ott
1
rc
RAMP TEXTURE{ 'may
W
0-
in
w w w w w w w w w w w w
w w w w w w w w ^•Q' w w w w w w w w w w w w w
w w w w w w w w w w w w w w w w w w w w w w w w w w
w w w w w w w w w w w w w w w w w w w w w w w w w w
w w w w w w w w w w w w w w
,," . 7* SLOPE
12;1 °MAX•
NOTES.
1. RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES
INCL. HYDRANTS, POLES, AND INLETS.
2. RAMP SHALL BE TEXTURED BY IMPRINT OF METAL GRID
WITH 1 /2" SPACING.
3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR
RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED
BY ENGINEER.
4. WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF THE
STREET RAMPS SH
ALL BE CONSTRUC
TED AT CORRESPO
NDING
SIDEWALK
E ALK
LOCATIONS
ON ON OPPOSITE SIDE OF STREET!
SEE DWG, NO, 3-9,
5. ON ARTERIAL STREETS, IN GENERAL CASE, CURB RAMPS
SHALL BE CONSTRUCTED TWO PER RADIUS, IN OR
PREFERABLY ADJACENT TO THE MAIN PEDESTRIAN PATHS.
6, ON RESIDENTIAL STREETS OR WHERE UTILITIES ARE IN CONFLICT
OR STREET GRADE EXCEEDS 4.0% CURB RAMPS MAY BE
CONSTRUCTED ONE PER RADIUS, AT MIDPOINT OF CURB
RETURN OR AT MAIN PEDESTRIAN PATH.
wrr
5�
s
1 #3 BAR HOOP
cJ S�
Mt ^✓0 "
12"
•
3 BAR EACH CORNER
3 BAR EACH SIDE
10'--0"
6P-O"
6"
FLUSH .,�.+.�.:".• ....�..,,,.
ca m
0,02' FT./FT,
"a ' y a er' • .. • i l' '"tia,y, .° ,' d'+.,' ♦ . a. }*• '. <r it
••a+,, ♦ ..y� "7y •�, 'a 1• 4t, ♦d••t ,T•y•~i ♦ "M1
7a •y
,4 • 1• " .i"i M s •A
'x "7
• N j r ♦
`�, drat •.r,! �K.
BACK OF
IDEWALK
5,0 6.'\-8.0'
2" CSTC 4" THICK CEMENT CONCRETE
SEE CURB DETAIL SIDEWALK
DRAWING 3-4 SECTION A --A
CURB RAMPS IN VERTICAL CURB
FRAME AND GRATE
NOTES:
1.
CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM
C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON
PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS.
2.
AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE
FABRIC HAVING A MIN, AREA OF 0,12 SQUARE INCHES
PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL
COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC
SHALL NOT BE PLACED IN KNOCKOUTS.
3.
ALL REINFORCED CAST--IN--PLACE CONCRETE SHALL BE
6" RISER SECTION
CLASS 4000,
4.
PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR
KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2" MIN, ALL PIPE SHALL BE INSTALLED IN FACTORY
PROVIDED KNOCKOUTS, UNUSED KNOCKOUTS NEED NOT
BE GROUTED IF WALL IS LEFT INTACT.
5.
KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE MUTER
DIAM. PLUS CATCH BASIN WALL THICKNESS.
6.
ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX.
DIAM, OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE.
7.
12" RISER SECTION
THE MAX. DEPTH FROM THE FINISHED GRADE TO THE
PIPE INVERT IS 5'--0'°.
8.
THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION
AND RISER SECTION SHALL NOT EXCEED 1 /2"/FT.
9.
CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE
WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH
REQUIREMENTS OF FEDERAL SPECIFICATION RR--F-•621D.
MATING SURFACES SHALL BE FINISHED TO ASSURE
NON -ROCKING FIT WITH ANY COVER POSITION.
10.
FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN
OR CAST INTO RISER.
11.
FOR CATCH BASINS IN PARKING LOTS REFER TO WSDOT/APWA
STANDARD DWG. B 1- b.
12.
PRECAST BASE SECTION
(MEASUREMENT AT THE TOP
EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM
VERTICAL EDGE OF CATCH BASIN WALL,
OF THE BASE)
CATCH BASIN TYPE 1
ADVANCE WARNING STRIP
NOTE:
� � 4 • � � qt �
r
"
40,
VERTICAL CURB
7
OR CURB &GUTTER �LV.ABIES-_ 3' MIN
------ 0-F
SEE LAP DETAIL ��rrinti R-R
RAMP 1:1 SLOPE
5' MIN 6' MIN.
NOTE:
THIS RAMP MAY BE USED AS DESIGNATED ON THE PLANS AND IN AREAS WHERE OTHER RAMP
DESIGNS ARE NOT FEASIBLE. FINAL DETERMINATION SHALL BE MADE BY THE CITY,
wro
PUBLIC WORKS
CURB RAMP
ESSED CURB
fER OR VERTICAL CURB
)EEP PATTERN MADE
XPANDED METAL. GRATE
VARIES
,....
SIDEWALK /.8" EXPANSION
2" CRUSHED SURFACING TOP COURSE
VARIES PLANTER STRIP
SIDEWALK AS REQUIRED
r
� l
2" CRUSHED SURFACING TOP COURSE
FOR CURB & MUTTER
USE DETAIL 3-4
NOTES-,
•
FOR JOINTS AND RING SEE FEER
DERAL AY STANDARD FOR
SIDEWALK SPACING, EXPANSION JOINTS
AND SCORE MARKS.
. CONCRETE DRIVEWAYS
REQUIRE A
MINIMUM DEPTH OF 8"
3. WHEN CHECKED WITH
A 10 FOOT
STRAIGHTEDGE, GRADE SHALL
NOT DEVIATE M
CARE THAN 1/S INCH
AND ALIGNMENT SHALL
NOT VARY
MORE THAN 1 / INCH.
rpffla ms� M PUBLIC WORKS
DEPARTMENT
SIDEWALK
-12
MINE
NOTES:
1,
CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM
C478 (AASHTO M 199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON
PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS.
2.
HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN, CLEARANCE.
TEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. SEE DWG.
NO, 2--006, CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED
IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WITH A
MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE
'y
MANHOLE.
%
•
Ma
3.
ALL REINFORCED CAST--IN--PLACE CONCRETE SHALL BE CLASS 4000.
ALL PRECAST CONCRETE SHALL BE CLASS 4000.
•'„
t47• ,.y. ": ,
'` • ..4 4 �` . ,t n 7
-� " ~ • `{
+* �
'+
4.
PRECAST BASES SMALL BE FURNISHED WITH CUTOUTS OR
KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS
ESS OF 2
OR
°�
MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF
24" DIAM.
WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN
FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE
,.'q.,
2
ENGINEER,
y
�
5.
KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE O U
tv
'•'
"'•
7 .,
r
.TER
DIAM. PLUS CATCH BASIN WALL THICKNESS. MAX. HOLE
SIZE "
SHALL BE 36 FOR 48 CATCH BASIN, 42 FOR 54" C.B.,
"
rl ,
•
4 FOR 60" C.B., 60" FOR 72" C.B., 84" FOR 96" C.B. MIN.
H
, . �
'.�.,
.. ..
DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48"'54" A "
_ � AND 60
•; •� .,,
C.B. 12" " »
D 2 FOR 72 AND 96 C.B.
ca
s
6.
CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN
,:• /",• '+'
ACCORDANCE WITH SEC. 7,05 OF K,C.R.S. AND MEET THE STRENGTH
REQUIREMENTS OF FEDERAL SPECIFICATION RR--F--621 D.
MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING
'
FIT WITH ANY COVER POSITION.
y..
7.
ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD
CN
STRENGTH OF 60,000 PSI AND BE PLACED IN THE UPPER HALF
`
OF THE BASE WITH 1" MIN. CLEARANCE.
h l
''
•»
+•pN
8.
MIN SOIL BEARING VALUE SHALL EQUAL 3,300 POUNDS
SQUARE FOOT, PER
„+tea•. s w•p i1•.•s,i +4'l4',"
..
.,.r .. '
°®°®°0°0°000 0 1010
0 0 0 0 0 0 0 a 0
0000000000°0°0 000 000o
9,
FOR DETAILS SHOWING LADDER STEPS HANDRAILS AND TOP SLABS,
SEE DWG. NO, 4-4.
10.
SEE THE WSDOT/APWA STANDARD SPECIFICATIONS SEC.
*FOR SEPARATE
7--05.3 FOR JOINT REQUIREMENTS.
CAST -IN --PLACE
ONLY
REINFORCING STEEL (FOR SEPARATE BASES ONLY)
REINFORCING STEEL (FOR PRECAST BASE 8c INTEGRAL RISER
0,23 SO. IN../FT. IN EACH DIRECTION FOR 48" DIAM. 0.15 SQ, IN./FT, IN EACH DIRECTION FOR 48p DIAM. ONLY)
0.19 SQ, IN./FT. IN EACH DIRECTION FOR 54" DIAM. 0.19 SQ. IN./FT, IN EACH DIRECTION FOR 54DIAM.
0.25 SQ. IN./FT. IN EACH DIRECTION FOR 60" DIAM. 0.25 SQ. IN./FT. IN EACH DIRECTION FOR 60" DIAM.
0.35 SQ, IN./FT. IN EACH DIRECTION FOR 72" DIAM. 0.24 SQ, IN./FT. IN EACH DIRECTION FOR 72- DIAM.
0.39 SQ. IN./FT. IN EACH DIRECTION FOR 96" DIAM. 0,29 SQ, IN./FT. IN EACH DIRECTION FOR 96 DIAM,
;?4
no
RING
..
•.. c. ty ;. ♦ 1 r 9
PRECAST BASE JOINT
4•--1 aver PUBLIC WORKS �� s,
DEPARTMENT CATCH BASINTYPE 4 72 & 9b 4-
i___ 'W, ril
ddhk
I�
+
dh
•
OF SHEETS
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F() I . ............... . .... ......... ... ............. ........ ... .. --
FEDERAL
A ft I r I I _w Y
a IR& I
11w I T
IN 'ff IiE I
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30' moo 30t 495 OW 3'RDEDICATION
495
. . . . . .
o
....... ......... r ........
........ ...... r4
.......... ...... ......... .......
C3tx I - ......... ......... ......... ......... .........
........... ....... ......... ......... .........
490 ..... ........................................................ ...................... ... ................ ..... ..... ...... .................................... ................................................... ........... ........ .............................................. ...... ..................
490
.... . ....... ......... ......... ......... ........
34%7241 DAA.1:0.2511 ........
WALL STEI11.1
. . . . . . . . . . . . I ... . . . . .
CASING P111'
. . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.......... .... .. ........ .. ................. .............. ............... .. ...
485 .......... ... . ............. .................... .......... .......... ............................ ............................... ...... ........ ........................ ........ ............................... 485
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . V . . . . . . . BORING . . .
p I T.- . . . . . . . . . . . . . . . . . . . . . . . . .
........ .... ... ........ ......... ..... ....... .........
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
:RECEIVING-
-PROP. 8 SD' UNDER . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
......................... ............................. ........ ............. ........ ....... .................................. ...... ....... ......... . . .... ................. ...... .... .................. ...... ........................................
480 WATER, S-ERVICES 480
. ...... ..... ........ ........ ......... ......... .......
STA 13+893; 15! RANSTALI.., -°1 dIr °X
........ ALLFIRE SPRI ING' VAULTS VALVES' FDC 'ETC* .........
8 TAPPING'SLV.* 1: 8 NKLER-PIP
XMJ), *47 +/-'LP DI W/, ........ BEYOND 8"-D.I. -PIPE- TO BE -SIZED BY FIRE SPRINKLER -
............... 1.e ............. : ................................... ...... .............. ............... ........................ .............. : ........... I ................ I .......... : ....... I ................... ......... ........ I ............ ...... : .................... I ............. ...................... ..........
475 :-- 475
RESTRAINED: JOINTS, THRtJ,'-' )T BLK ..... SUB.CONTRACTOR LS PIPING& METER TO.BE SIZED BY.'*-: ........
........ LS 'SUB 'CONTRACTOR. - POTABLE' WATER PIP-ING & ..... .........
&8"S' 'PVMT-'ktSrV0kATl('N PIER' ....... : ....... : ......... : ......... : ......... .........
Q.
FEDERAL WAY STAND RI . .1-21'SAN -SE -ME;TER-TOBESIZED BYMECIiANICAL-S'UB-C-.OA.0 NTR.TOR.:
)S' ' * ' *
.......... ......... ........ ....... I ...........
................... .......... ......... ..........
........................ ..............
470 ........................ ......... ........................................................... I ................. ...................................................................... ................. I ...... I ........................... I ............................. I ........ .............................. 470
BORING PIT XSEC LOOKING WEST AT WATER MAIN UNDER* S. 304TH ST, H. SCALE: I" = 20'
m
I
w.... _-______ ..............
304TH STA 15+71.91
4
16TH STA 30+00.00
o g�,
K
x/
30' 30'
1-.,0* 3' f�,OWD,1,4'10 D I CATION
495
495
....... con ..... ...
....I,,.. ,...,....;�,.... ,.
r� ,., ,,,...,.. ... DOOR»..." ,..,..,.. .»,,.....
... E_4 ......... ......... .........
i� . . . . . . . . . . . . . . . . . . . . .
.............. .............. ....... .................. .............. ........ ................................... ......... ........... .......... ........ ...........................
.................. .................................. jln4 490
490
. . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . .
.. ........ ...... ...... . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . .
C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . .
.......... ............. . . ................................. ........... . ................ ................... ...................
.................. ........................ ......... ......... .. ...... ...
485
•485
. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
......... ......... .... ..
. . . . . . . . . . . . . . . . . . . . . . .
....... ......... ......... ...... . ......... .........
STA 13+70.4�
.................. ................ ....................................... ................. ..................... .................. ..... ...... .................... ...........
............. T . ....
1.6!.. -WA-.;.--ER .... ................ ....... : .................................. .....
480 D1 480
. . . . . . 107'.L- INSTALL,. . .
. . .. .. .. . .. . . .. .. . . . . . . . . . . . . . �fi22.1-6
....... ......... ......... ......... ... ......... '6" CLEANOUT'
m
........ ............................. : IN SL-.==2%
............ ......
IN S/W .:. , ........
........ ...... RIM=488.48 ......
......,,. ...,..,., ...,..... ROOD
,»...CORD ..,...... ......... ., -� . ............. ..., .,..,.,.. ..,.,..,. ,.,.,..,.
.............. ....... ........ .......... ............................ ....................................... .. .... ................... .................. ................ ............... .......... ....... ........... ........ .7 .........
475
475
...... ......... ........ STALL 48"'TYPE' I'MO'
......... ......... .......
ITORING. MH: RIM==487.15
,I SE-W .......... .......
. . . . . . . . . . . . . . . . 1. Vj.' 479.85 6.N . . . . . . . . .
..... STA 13+58�* 1-71 Ll 00NNECT•' 1 ...... its ........ .........
I.E. 479.75 6 ................... ......... TO EX 12."X6" CONC TEE
.................. ........ ......... .........
PER LUD::RECORDS ... ...... ........ ...... ........
470............ ................ I .......... ......... ............. .......... I ........................... ................................ I ...... :
............. I .............................. ............. I .................... ................................................. I ................. .................... .............................. 470
6" SANITARY SEWER SERVICE PROFILE LOOKING WTV EST, H. SCALE: I" -- 201
CALL 48 HOURS
1-800-424-5555
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