21819 92ND AVE W.PDFiiiiiiii lill
8839
21819 92ND AVE W
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: DETERMINATION: E] Conditional Waiver Study Required Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN Dk
SEWER LID FEE
SHORT PLAT FILE: L�p- Z00 - 004Z LOT:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
LID #:-
BLOCK:
LATEMP\DSTs\Fonns\Strcet File Checklist.doc
NOTICE:
_Kkn vq-a r r a n
j . - the attached
The information shown on
map(s) was compiled for use by the City Of
Edmonds, its Empl.oyees and Consultants.
Th,.e City of *Edm.onds does not . warrant the
accuracy of anything set for.th on these
m a p (S). A n . y person or entity -requesting a
should conduct an independent
COPY
inquiry regarding the 1nf0'rrn'at1on shown- o
-t-Fe -m a p (s) . including, but not i'mited to,
c ion of any sewer stub shown, Suc
the lo' at'
exist and may
sewer stubs may or may
or may not exist at the location shown,
of Edmoinc-AIS nor its
Neit-heir the "I ic e,r s -s h- a I. I b e 11 a. b-11--e f o r t h
emp[o-yee-s o-r off"
I n on this map(5), nor for
information g Ve
any one representation provided based
upon said map(s').
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
=FILE
Name: Aa--f F./)
l�� — —
::!,1 :1:3 : 1111 6 W—
Site Address:
V
Plan Check #: (,ZL- ze I S— 17 5- 'y
Project Description: �r_ �
Reduced Site Plan Provided: (YES /0
Zoning:
Map Page:
Corner Lot: (YES / fo
Flag Lot: NO)
Critical Areas Determination #* A 7()6) 7-0()-70
J�"tudy Required % L� bora(c".l
El waiver
SEPA Determination:
W-Exempt
0 Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
F Required
IV
Sid
Side:
7.
Actual setbacks
StFL&'et:
Side:
-7
Side:
1
El Detached structures: 6
El Rockeries:
El Fences/Trellises: cK Iq 't- Cc LA/ S-
El Bay Windows/ Projecting Modulation:
El Stairs/Deck:
Buildin Height
PJ0
Datum Point: ecr's d(
15atum Elevation: CD
Maximum Height Allowed:
Actual Height: -ZJ- 3V 7i 2
Other
Parking Required: -Z1-
Parking Provided:
Lot Area: q 67 -7 #�
Maximum Lot Coverage: 35% Proposed: -'Z 1. 3
-
Lot Coverage Calculations: 140 ^--cl -e—, e" Old
ADU Created: (YES
Subdivision: I'W 7 0c) V
Legal Nonconforming Land Use Determination Issued: (YES
CommenL5
JWC7
A - I.F�--7'1( r
D - is 5 - -76
C 7
Plan Review By: (bo
Planning Data Form 04-11-06.doc
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HA. RTOTOWSr-R
Delivering smarter solutions
21821 92nd Avenue West
Wedand-Buffer Mitigation Plan
Edmonds� Washington
Prepared for
Rick Withers.
May 29.. 2007
12655-02
Prepared by
Hart.Crowser, Inc.-Pentec Environmental
120 Third Avenue South, Suite 110
Edmonds, Washington .98020-8411
Fax 425.778.9417
Tel 425.775.4682
RECEIVED
jUN 12007
-PERMIT OWNTER
CONTENTS
INTRODUCTION
General Site Conditions
Wetland Conditions
SITE DEVELOPMENT IMPACTS
Eu,,e
PROPOSED MITIGATION' 3
Enhancement Plantings, Log Placement, and Invasive Species Removal 3
Fencing and Signs 4
Post -Mitigation Wedand Buffe r* Functions and Values 5
GOALS AND PERFORMANCE STANDARDS 6
Goal 1 - Enhance Weiland Buffer Areas through Installation of Native Vegetation 6
Goal 2.- Remove Invasive Plant Species within the Existing Wedand Buffer 6
MAINTENANCE AND CONTINGENCY PROCEDURES
CONSTRUCTION MANAGEMENT 6
MONITORING 7
Vegetation 7
PhotopoInts 8
Monitoring Schedule 8
Performance Bond 8
LIMITATIONS
REFERENCES
Hart Crowser, lnc�—Pentec Environmental' Page i
12665-02 May �9, 2007
fin
CONTENTS (CONT.)
TABLES
I Proposed Buffer Enhancement Plantings
2 Cost Estimate for Performance Bond
FIGURES
I Vicinity Map
2 Wetland Delineation Plan
Hart Crowser, Inc.—Pentec Environmental
12655-02 May 29,2007
Page ii
.21821 92ND AVE NUE WEST
WETLAND BUFFER MITIGATION PLAN
EDMONDS, WASHINGTON
INTRODUCTION
This report discusses impacts and mitigation for a proposed subdivision located
at 21821 92nd Avenue West in Edmonds, Washington (Figure 1). Th e* property
is recorded as parcel number 27043000200400 and is approximately 0.45 acres
in size. The property is located in S30, T27N, R4E.
The objective of this rep6rt is to discuss impacts to the on -site wetland buffer
and provide mitigation measures to compensate for those impacts.
General Site Conditions
Dominant vegetation within the upland portion of the site consists of mowed
lawn with a fringe of forested vegetation located around the property boundary.
Douglas fir (PseudotsugJ menziesi4, Pacific willow (5aliklasiandra), Scouler's
willow (5.,scovlerana), Indian plum (Oemleria cerasiformis), and Himalayan
blackberry (Rubus armenJacus) dominate the forested portion of the site.
The topography of the property is generally flat. Near the eastern and southern
property boundaries, the property slopes to the south and east toward the
wetland system. The site is dominated by the Alderwood soil unit- a mo derately
well -drained soil that forms 'on till plains.
Wetiand Conditions
In May of 2007, we prepared a wetland delineation and categorization report to
document and describe the location and boundaries of the identified wetlands
within the subject property (Hart Crowser 200). Our investigation identified.
one wetland (Wetland A) located near the southeastern property boundary -
Wetland A is a depression a[ wetland with a forested plant comm unity class..
-We rated Wetland A as a Category III wetland in accordance with the
Washington 5tate Wetland Rating 5ystem for Western WashIngton - Re v1sed
(Hruby 2004) based on the accumulation of 48 points. The wetland received
24 points for water quality function, 12 points for hydrologic function, and
12 points for habitat function.
Hart Crowser, Inc.—Pentec Environmental Page 1
12655-02 May 29,2007
0
We prepared a functional assessment, -which identified a moderate level of
overall function and values for Wetland A.
Our report docVmented a small patch of Himalayan (Rubus armeniacus) and
cut -leaf blackberry- (Rubus lacinatus) near the southeastern property corner. The
wedand buffer contains low vegetative density and diversity, and is dominated
by lawn.
Our investigation did not document threatened or endangered species as
occurring on the subject property or within Wetland A.
Based on the City of Edmonds (City) critical area regulations, Wetland A requires.
a 50-foot buffer (Edmonds' Municipal Code (EMC) 23.50.040(F)(1)). In addition,
a minimum building setback of 15 feet is required from the edge of the wetland
buffer (EMC 23.40.280).
SITE DEVELOPMENT IMPACTS
In order to accommodate the proposed subdivision, buffer reduction with buffer
enhancement is proposed. Development activities will result in permanent
wetland buffer impacts of approximately 2,423 square feet
The proposed subdivision has been designed to avoid impacts to critical areas to
the maximum extent practical, while still accomplishing the goals of the
development activities. No direct or indirect impacts will occur to Wetland A.
The proposed development has been placed as far away from Wet:Iand A and its
buffer as possible.
EMC 23.50.040(F)(3) allows for a reduction of a standard buffer width of up to
50 percent for Category UI and IV wetlands providing:
The plan provides evidence that wetland functions and values will be
increased or retained through plan implementation;
The plan documents existing native plant densities and provides for increases
in buffer native plant dens4ies to no less than three feet on center for shrubs,
and eight feet on center for trees;
The plan requires monitoring and maintenance; and
Hart Crowser, Inc.—Pentec Environmental Page 2
12655-02 . May 29, 2007
I
The plan documents methodology and provides performance standards for
assessing increase in wetland buffer functioning as related to:
* Water quality protection;
9 Provision of wildlife habitat;
* Maintenance of wetland hydrology; and
0 Restricting wetland intrusion and *disturbance.,
the project applicant proposes a 40 per cent buffer reduction accompanied by
buffer enhancement to improve the function's and. values of the existing buffer
area. The proposed 40 percent reduction would reduce the existing 50-foot
buffer to 30 feet. The remaining buffer area will be enhanced with native
vegetation to improve wildlife habitat, restrict intrusion and disturbance in the
wetland, and increase the functions and values provided by the current buffer
area.
The project proposes 2,423 square feet of permanent buffer impacts, and
1,295 square feet of buffer enhancement.'
PROPOSED MIMATION
The project applicant proposes improvement of the functions and values
provided by the buffer of Wetland A through buffer enhancement. The
proposed enhancement will include removal of invasive vegetation, specifically
Himalayan and cut -leaf blackberry, followed by the installation of native trees,
shrubs, groundcovers, and a habitat log. The proposed mitigation will maintain
and improve the wetland buffer functions and values over time.
Enhancement Plantings, Log Placement, and Invesive Species Removal
Buffer Enhancement Plantings
A variety of native irees, shrubs and groundcover s pecies have been selected to
improve water quality, provide wildlife habitat, maintain wetland hydrology, and
restrict access to the wetland.'
We identified one planting area for the project site (Figure 2). The planting area
is located within the southeastern portion of the property adjacent to Wetland A.
This area is currently dominated by lawn. The existing forested fringe on the
subject property will remain undisturbed.
The overall transplant densities for the planting area has been selected to
eventually provide a moderately dense, structurally diverse plant community in
Hart Crowser, Inc.—Pentec Environmental Page 3
12656-02 May 29,2007
the buffer area. Natural volunteer vegetation of the species listed for planting
shall be counted towards the desired densities of enhancement plants.
Volunteer vegetation not listed below may substitute for the specified plants.
with approval of,.City staff, provided the plants are not invasive species.
Buffer enhancement planting densities are as follows:
0 Trees - 8 feet on center
n Shrubs - 5 feet on center
a Groundcover - 3 to 5 feet on center
Native plant species, sizes and quantities for the proposed planting areas are
listed in Table 1. Native groundcover enhancement is not required; however,
we provide groundcover plant species for optional *planting.
We recommend that plant installation occur during the early spring or late fall,
And plant material be obtained from a reputable nursery. Plant species can be
placed randomly throughout the identified buffer enhancement area at the
densities previously discussed.
Log Placement
We recommend placement of,a minimum of one log within the wetland buffer
to provide additional habitat for birds and small mammals. No logs will be
placed directly in Wetland A. Logs should be a minimum of 12 inches in
diameter and a minimum of 6 feet in length. We *recommend interspersing
native . vegetation with the log to further improve habitat
Invasive Species Removal
Prior to plant installation, we recommend removal of a small patch of Him alayan
and evergreen blackberry within the existing buffer area. Manual removal is
recommended.to reduce impacts to adjacent existing native and desirable
vegetation. Care shall be taken not to irnpact existing vegetation adjacent t o the
blackberry.
Fencing and Signs
If determined necessary by the director, a split -rail fence will be constructed
along the edge of the wetland buffer and permanent signs will be installed along
the fence per EMC 23.50.040(G) (see Figure.2).
Hart Crowser, Inc.—Pent6c Environmental Page 4
12655-02 May 29, 2007
The split -rail fence shall be constructed of cedar or a similar type of wood. The
fence will allow for wildlife movement between the wedand, buffer and.
LM
surrounding upland areas, but will.discourage human access within the
enhanced buffer.
A sign designating the presence of an environmentally sensitive area shall be
posted along the edge of the wetland buffer. A minimum. of one sign will be
posted for the subject property- The sign shall be worded as follows:
PROTECTED WETLAND AREA
DO NOT DISTURB
CONTACT THE CITY OF EDMONDS
IFA REGARDING USES AND RESTRICTIONS
Post -Mitigation Wetiand Buffer Functions and Values
Post -construction functions and values will be increased and improved through
proposed wetland buffer enhancement The addition of native trees, shrubs and.
groundcovers will improve water -quality, flood/stormwater control, habitat
functions, and cultural/socioeconomic functions. Enhancement plantings Within
lawn areas will slow surface water flows during storm events and filter the ,
.surface water before it enters Wetland A. These plantings Will also increase
plant and wildlife species diversity and habitat. Specifically, amphibian' mammal
and bird habitat will increase from a low level of function to a *moderate level of
function. Finally, the planting s will provide an increased aesthetic and
educational value.
We used the S-emi-Quantitative Assessment Method (SAM) 2000 (Cooke, 2000)
to evaluate the pre -and post -construction functions and values for the wetland
buffer within the project area.
Flood/Storm Water Control
LOW
Low Moderate
Base Flow/Ground Water Support
NA
NA
Erosion/Shoreline Protection
NA
NA
Water Quality lmoroverriOnt
Moderate
Moderate — High
Natural Biological Support
Low — Moderate
Moderate
Overall Habitat Functions
Low — Moderate
Moderate
Specific Habitat Functions
LOW
Moderate
Cultural/Socioeconomic
Low — Moderate
Moderate
Overall Functions and Values:
Low — Moderate
Moderate
Hart Crom-ar, Inc.—Pentec EnAronmental Page 5
12655-02 May 29, 2007
811
GOALS AND PERFORMANCE STANDARDS
EMC 23.50.040(3)(c) requires wetland monitoring be performed fora period of 3 or
more years. We identify goals and performance standards for the proposed
mitigation and monitoring of the site below.
Goal 1: Enhance Wetland Buffer Areas through Installation of Native Vegetation
Performance Standards:
a) Survival of planted native trees, shrubs, and groundcover will. be a minimum
of 80 percent after 3 years.
Year 1: 100 percent survival of installed plants
Year 2: 80 percent survival of installed plants
Year 3: 80 percent survival of installed plants
b) Areal coverage of.native trees, shrubs, and groundcover will be a minimum of
80 percent after 3 years.
Year 1: 20 percent cover
Year 2: 60 percent cover
Year 3: 80 percent cover
Goal 2.- Remove Invasive Plant Species within the Existing Wetland Buffer
a) Invasive plant areal coverage will be less than 10 percent after 3 years.
Years I through 3: 10 percent or less coverage. of invasive plants
MAINTENANCE AND CONTINGENCY PROCEDURES
Maintenance and contingency actions shall consist of irrigation, pruning,
replacement of dead/dying or undesirable transplants with t he appropriate
vegetation, substitution of plant species, and weeding and removal of noxious
and invasive weeds. No post -planting applications of fertilizer are anticipated.*
We reco'mmend occasional deep irrigation of.the mitigation plantings during the
summer months of the first year.
CONSTRUCTION MANAGEMENT
�The contractor shall be responsible for protection of the required wetland buffer
area, maintaining appropriate protective barriers, and field staking the
Hart Crowser, Inc.—Pentec Environmental Page 6
12655-02 May 29,2007
construction areas. A contractor who is familiar with landscape and plant
installation shall perform buffer enhancement installation and invasive species
removal. A qualified biologist may be present on site to oversee buffer
enhancement ictivities.
MONITORING
Vegetation
The City of Edmonds requires a minimum 3-year monitoring period for
mitigation activities (EMC 23.40.130). Buffer enhancement monitoring will
include quantitative and qualitative data collection to measure the success of the
proposed mitigation. A project biologist or mitigation specialist will implement
all monitoring methods.
The project biologist or mitigation specialist conducting monitoring activities will
make a number of qualitative observations on vegetation and wildlife during
quantitative data collection. Qualitative data on plant cover, density, survival
and naturally colonizing plants will be collected. In addition, observations of
wildlife use, including birds, amphibians, reptiles, and small.mammals,.will be
recorded during each monitoring visit.
Wetland buffer enhancement plant communities will be sampled along a
permanent vegetation transect using a circular qua . drant (]-meter radius). A
minimum of two transects will be established in theenhanced buffer. Transect
lengths will range between 25 and 50 feet. A minimum of 3 permanent
quadrants will be established along each transect. In order to ensure the same
locations are monitored each year, permanent markers will be established at the
ends of each transect and at each quadrant sampling point (either PVC, wood
lathe, or a combination of PVC and rebar). A map of the vegetation zones,
sample plots, and property boundaries will be created for use during monitoring
events.
Buffer enhancement plantings will be visually evaluated along.each transect to
determine the rate of survival, health, and vigor. Plants will be recorded as live,
stressed, or dead/dying. Plant survival will be calculated by dividing the number
of installed living plants by the number of initially installed plants.
The percent cover of individual plant species present within each quadrant will
be visually estimated. Data collection will consist of species composition and
percent cover, total percent plant cover, percent cover of volunteer plants, and
percent cover of invasive species such as Himalayan blackberry, reed
Hart Crowser, Inc.—Pentec Environmental Page 7
12655-02 May 29, 2007
I
I
0
FV-,
L
I
U-,
Photopoints
canarygrass, Scot's broom, English ivy, etc. Species coverage values will be
summed to determine the total area[ coverage in each quadrant
9
To supplement the qualitative data, permanent photopoints will be established
within the buffer enhancement areiaf. Photopoints will be established at
topographic vantage points that provide complete views of the enhancement
area, if possible. Photos will document relative changes in plant cover, density,
and height. Permanent markers will be established at each photo point (either
PVC, wood lathe, or a combination of PVC and rebar).
Monitoring Schedule
The following project monitoring reports will be provided to the City:
• At time of construction;
• Year 1;
• Year 2; and
• Year 3 (Final).
The project applicant shall submit. an "At time of construction" or 'As -built
report" to the City within 30 days after completion of plant installation. The
report will document mitigation site -conditions at completion of plant installation
and invasive species removal, and will be used as a baseline for future
monitoring events.
We recommend that monitoring occur during the fall and prior to leaf drop of
Years 1 through 3. Years 1, 2, and 3 (Final) detailed monitoring reports will be
submitted to the City by December 1 of each year.
Performance Bond
The City requires a maintenance, monitoring, and performance bond equal to
120 percent ofthe ciost of the mitigation' for a period of 3 years to ensure
applicant compliance with approved mitigation (EMC 23.40.29o). The bond
shall be released after a 3-year period providing that the mitigation performance
standards have been met. If the performance standards have not been met after
the 3-year monitoring period outlined above, a contingency plan shall be
implemented. A cost estimate for the performance bond is provided in Table 2.
Hart Crowser, Inc.—Pentec EnvirGnmental
12655-02 May 29, 2007
Page 8
5_11
F
I I
I'll
LIMITATIONS
REFERENCES
Work for this project was performed, and this report prepared, in accordance
with generally a.ccepted professional practices for the nature and conditions of
the work completed in the same or similar localities, at the time the work was
performed. I ' t is intended for the exclusive use of Rick Wichers for specific
application to the referenced site. This report is not meant to represent a legal
opinion. No other warranty, express or implied, is made.
Subsurface conditions interpreted from observations of soil materials and
seepage encountered in our explorations and/or investigations, in conjunction
with soil properties inferred from field tests, formed the basis for developing our
recommendations in this ieport. The nature and extent of conditions between
the explorations and/or investigations may change over time and may not
become evident until site work begins. If significant variations then appear
evident, we should be consulted to re-evaluate the conclusions and
recommendations in this report. It should be noted that fluctuations in the level
of the groundwater may occur and are dependent on variations in rainfall,
temperature, and other climatic factors.
Cooke, Sarah S. ed., 1997. A Field Guide to the Common Wetland Plants of
Western Washington and Northern Oregon. Seattle Audubon Society, Seattle,
Washington.
Cooke, Sarah S., 2000. Wetland and Buffer Functions, a Semi -quantitative
Assessment Methodology. Cooke Scientiflc Services, Inc., Seattle, Washington.
Debose, A. and M.W. Klungland, 1983. Soil Survey of Snohomish County Area,
Washington. U.S. Department of Agriculture; Soil Conservation Service. July
1983.
Hart Crowser, Inc., 2007. Critical Areas Report -.Wetlands, Wichers Property at
21821 952nd Avenue West, Edmonds, Washington. May 3, 2007. Project
number 12655-01.
Hruby, T., 2004. Washington State Wetland Rating System for Western
Washington - Revised. Washington State Department of Ecology Publication
#04-06-025.
Hart Crowser, Inc.—Pentec Environmental Page 9
12655-02 May 29, 2007
5..
Pojar, Jim and Andy MacKinnon et al., 1994. Plants of the Pacific Northwest
Coast: Washington, Oregon, British Columbia, and Alaska. B.C. Forest -Service,
Research Program. Lone Pine Publishing. Vancouver, British Columbia.
Reed, P.B. Jr., 1988. National List of Plant Species that Occur in Wetlands; 1988
Northwest (Region 9). U.S. Fish and Wildlife Service, Inland Freshwater Ecology.
Section, Biological Report 88 (26.9), St. Petersburg, Florida.
Reed, P.B. et al., 1991 Supplement to List of Plant Species that Occur in
Wetlands; Northwest (Region 9). U.S. Fish and Wildlife Service, Inland
Freshwater Ecology Section, Sup'plement to Biological Report 88 (26.9),
St. Petersburg, Florida.
TopoZone. U.S.G.S. Edmonds East quadrangle, Snohomish County, Washington.
http-//www.topozone.com. Accessed on September 8, 2006. Scale 1:50,000.
Washington State Department of Ecology, U.S. Army Corps of Engineers Seattle
District, and U.S. Environmental Protection Agency Region 10, March 2006.
Wetland Mitigation in Washington State - Part 1: Agency Policies and Guidance
(Version 1). Washington State Department of Ecology Publication #06-06-01 Ia.
Olympia, Washington.
Washington State Department of Ecology, U.S. Army Corps of Engineers Seattle
VA District, and U.S, Environmental Protection Agency Region 10, March 2006.
Wetland Mitigation in Washington State - Part 11: Developing Mitigation Plans
(Version 1). Washington State Department of Ecology Publication #06-06-01 I.a.
Olympia, Washington.
W655\002\VAchers'Wetland Delineation 05-29-2007\VAchers Watfand Buffer Mitigation Reportdoc
Hart Crowser, Inc.—Pentec Environmental Page 10
12655-02 May 29, 2007
Table 1 - Proposed Buffer Enhancement Plantings
Tree
Western redcedar
7hujaplicata
1-gallon
7
Tree
DoOglas fir
Pseudotsuga menzfies#
1 -gallon
7
Tree
Big -leaf maple
Acer macro"lum
I -gallon
6
-Shrub
Red elderberry
Sambucus racemosa
1 -gallon
6
Shrub
plum
Oemleri- ceresiformis .
-1-gallon
5
.-Indian
Shrub
Salal
Gaulthena shallon
4-inch or 1-gallon
7
Shrub
Vine maple
Acer circinatum
1-gallon
6
Shrub
Snowberry
Symphorica1pus albus
1-gallon
7
Shrub
Beaked hazelnut
Colylus comuta
I -gallon
6
Shrub
Padgic rhododendron
Rhododendron
macrophyllum
1 -gallon
5
Shrub
Sword fern
Polystichum munitum
I -gallon
10
Groundcover
Wild ginger
Asarum caudatum
4-inch
...
Groundcover
Bleeding heart
Dicentra formosa
4-inch
Groundcover
Woodland or wild
strawberry
Fragaria vesca or
virgim . ana
4-inch
00655\002\Wichers Wedand Dertneaon 05-29-2007\Tables I and 2.doc
Table 2 - Cost Estimate for Performa nce Bond
Trees
$4.50
20
$ 90.00
Shrubs
$4.00
52
$ 208.00
Installation
----
----
$ 300-00
Monitoring
$1001hour
25
$ 2,500-00
Maintenance
$150/year
3
$ 450.00
Subtotal
$ 3,548.00
120 perceni of estimated costs
$ 709.60
tsIrIMATED PERFORMANCE BOND
$ 4,257.60
MIN 00655\002\Wichen Wedand Dehnea6on 05-29-2007\Tables I and 2.doc
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CITY OF EDMONDS
121 5th AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - fax (425) 771-0221
www.edmondswa.gov
DEVELOPMENT SERVICES DEPARTMENT
1"7c. IS913
November 25, 2015
MEMO TO:
Edmonds School District
Verizon Northwest
SNOCOM Police and Fire Dispatch
SNOPAC
Snohomish County E911
U.S. Post Office
Snohomish County Assessor.'s Office
Snohomish County Information Services
Snohomish County P.U.D.
Puget Sound Energy
DAVE EARLING
MAYOR
^/zo
Fire District I
Edmonds Police Department
Edmonds Utility Billing
Edmonds Public Works
Edmonds Building/Street File
Edmonds Address Files
Lynnwood Disposal
Comcast Cable
Waste Management Northwest
Allied Waste
Please , be advised that the attached address has been added to the Edmonds address system.
Existing address of 21821 92'd Ave W has been short -platted.,
Lot I — Existing address of 21821 92 d Ave W ( Existing structure to remain)
Lot 2 — New Address: 21819 92 d Ave W
Parcel: 27043000200400
Please see attached map.
If you have any questions regarding this letter, please contact a City of Edmonds Pen -nit
Coordinator at 425-771-0220. Please contact our office if you wish to be removed from future
address change notifications
Thank you,
Linda Thorriquist
Senior Permit Coordinator
City of Edmonds 425-771-0220
Incorporated August 11, 1890
Sister City - Hekinan, Japan
2S 22009
9120
to 9112
11023 9020
90 go,
5 90,
A
P,
7ts 8822
22011
8718
8708
8630
8620
21321
9216
920�._
_J
'92ND AVE W,,
'603 .123 21101 21100
9126 all, 2".
c
9119
9124 ..f 116
9127 9 22
12 21603
9 2 9106 9129 9103 9112 9115
oils 9120
.1 9106
V20 9 2 9028 9107
9014
9010 9011. 900�2
qPTHAVEW
9 a D004 9003 8932
2140 21127
30 a 8923 $924
8924
21-107
9 8934 923 8924
917 a 8916 8915 8916 21221
8916 21620 21502 21428 21414
8809 8910 8910 —
8909 1 1321
8832 r Me E9 — 8909 80TH AVE W 21223
Ssol 8902 So 8901 8902 — 8911 21311
�2 8822 8826 — -Z — 21417
8821
21 8822 8821 8822 —
8820 8824 $815 21307
8813 8817
8810 8806 8807
8804
AVE IN 88
88THAVEM,"
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872. a8oi 8 21
0 __7721 8720 &ESP,
A7 IS
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0 8623 8614
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as 08
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—
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9422
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842 2 Smith-
Wright
8416
8415
8
84-16
8416
—
2163 0
8409
— —
$413
6424
8412 81415
$412
$416
8410
8408 8407
8405 21910
21702
T
21608
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2140A
21328
21409
21505
k 21319
8324
21917
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21417 0
9016 9014 9027 Z7,06
A 9 is 9017 go, a 00
1p 14 9015 —
009 '017
9010 9011
900- 9004 9OW03 9 "tKAVE W 21113 211
AL-
90TH A E 9003 8932 8923 A
-- — .. .11 t, 21407 21127
8934 A924 8923 8924 S,
Ag3o 8924
a 8912 19 8916 8916 21207
-- 8915 21520 215 142 21414 21221
89 8809 8910 agog 8910
8828 8909
8832 — — — I ..— 1. � I M 21321 21223
8822 8822 8826 8901 8902 Cn 8901 8902 8911 2131
7Fs * — — 8821 21417
8821 8822 8821 8822 — i
8820 8824 8813 8816 8817 21307
sets
as 8810 8806 21124
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88 H AV-
8807
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0 8711
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623 8628
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312
8606 8610
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86
2160 21601 8511 14
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8504
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8421
841 84TH PL-W,
21620 —';;2g
8422 1142 2 8420 6419 JI Smith-
- 4, 8410 6428 -- $420 8419
8416 8415 21908 8415 6409
8413 8416 6420
21630 8424 8412 8416
8412 8415
8408 8407
21608
8405 21910 L.2 L
2 8401 21404
4T
3324 T 21505
8319
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831 a 8311
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4
11) c. 1 S ()"I
0 0,
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: www.d.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
September 11, 2007
MEMO TO:
Edmonds School District
Verizon Northwest
SNOCOM Police and Fire Dispatch
SNOPAC
Snohomish County E911
U.S. Post Office
Snohomish County Assessor's Office
Snohomish County Information Services
Snohomish County P.U.D.
Puget Sound Energy
Edmonds Fire Department
Edmonds Police Department
Edmonds Utility Billing
Edmonds Public Works
Edmonds Building/Street File
Edmonds Address Files
Lynnwood Disposal
Comcast Cable
Waste Management Northwest
GARY HAAKENSON
MAYOR
Please be advised that the attached address has been added to the Edmonds address system:
Existing addresses of 21821 92ndAve W has been short -platted. Lot I — Existing address of
21821 92ndAve W (structure is to remain), Lot 2 — New address of 21819 92ndAve W.
Occupancy: R3 Ta x ID Number: 27043000200400
Plat File/Design/Pennit File: SP-2007-0048-Lot #'s Lots I & 2
If you have any questions regarding this letter, please contact me at 425-771-0220 or
Umbaugh@ci.edmonds.wa.us. Please contact me if you wish to be removed from this list.
Res ectfully,
augh
T ere
Permit oordinator
Edmonds Building Department
L\Temp\DST's\N4asieT Lelters\New Address9/11/2007
Incorporated August 11, 1890
Sister Citv - Hekinan. JaDan
0 : z - /2132�
12 216 9215 321
"5
2�7
b
A,04 92N 92ND AVE W
125 2 016 220091 106 1
H-11.03 4"
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2
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8809 8910 1909 8910
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8832 8828
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8421 8430 8431 $428 8427 8428 $427 -
842 8419 84TH PL W
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8416 8415 8415 Wright
v 8409 w
i a,113 6416 21630 8424 8412 9415 $412 $415 11420 8,410/
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0 9011 9 017
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9DO4 9003
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SEC. 30, T.27N, R.04E.
SNOHOMISH COUNTY, WA,
27043000200200 27043000200500
PETRU MIHALI SHIRLEY MAE ANDRUES
FFI-- 19 0. 0
1,40 BUILDING WITHIN 25 FEET \A NO BUILDING WITHIN 25 FEET
Of
�qp
30' NORTH LINE OF THE S1/2, N1/2, SW 1/4-,
EAST MARGIN PER GOVT LOT 2, SECTION 30.
(A.F. NO. 746269) 6 F 1. WOOD
FENCE ±0.9 N.
L 119.08' N 89*31'47" W
2+86.88- z-- _x x Y 245.61' 116.53'
OT11LID 5IGN
F N -LANDS( APE BLOQfWALL
FX. I OT 1 W.M.
WATFR -2
METER(4
TP
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F
15' 7.
BUILDING S ACK
[---LINE (T AL) 5'A
11 ., I IF
TBM #1
EL.=191
EX. CBMH
TOP=191.10
INV=180.32-12"
EX. CBMH
IHL ULNIEHLINE OF 220TH STREET S.W.
PER PLAT OF AURORA HEIGHTS
(VOL. 1 J, PG. 45)
t16 BENCIBIARK
qV TOP OF BRASS DISK AT THE INTERSECTION
OF 92nd AVENUE W. AND 218th STREET S. W.
ELEVATION : 200.00
DATUM : ASSUMED
00380300100101 TBM11 1 PK NAIL ON THE EDGE OF PAVEMENT
JIMMY D. ROSSITER ON SOUTH SIDE OF EXISTING DRIVEWAY
ELEVATION : 190.86
NO BUILDING VATHIN 25 FEET
EAST LINE OF THE WEST 1/2, SOUTHWEST
0
GOVT LOT 2, SECTION 30.
LU AA
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1, 1 1 ____j SINGLE FAMILY RESIDENCE
EX. HOUSE LO
< Lij I , �0 - - - - - - - - - - - -
1 9 883-56 SF 01001 n�mn A IHC Ut
8,q20.73 SF (EX . CL. ESMT) 1.0, 2,065 SF 9,673.57 SF '0 L 0 T 3
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DO
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
B Y.-
CITY ENGINEERING DIVISION
f OT 2
" ATER
E
30'
Hmll�
Know whats below.
Call before you dig.
116.57
EX. I?- CP
N 89*31'47" W 513- - SD
NEW I OT 2 245.65' FOOTING . DRAIN SD
WATER AMC
SERVICE DPi'
- - - - - - - - ---
186
E X. C B M_R
W/GATE VALVE- FX. 5' CITY OF FF)MONDS
-1 1 SIORM LINL LASLMLNI
4D 0 1 (A.F. NO. 9/04,')108,138)
TOP=187.03
2704300)/�2003 0 INV=181.Q5
TORSTEN G. ER SON N
EX. C B
TOP=183.44 +yv 4t oA
INV=181.04
I?
-0>kL[t Vlo�
0 ros-5 1""m
OWN100NTRAGUN RESPONSIKE
FOR LOCATING ALL ON -SITE UTILITIES.
RELOCATIOWREVISION TO ANY Lr1jLjjjE�,,
MAY REQUIRE SEPARATE PERMIT
MWAIN PLAT INSTALLED EROSION CONM
REV. NO. I DESCRIPTION
INITIALS
oj� th, Cy tvjtj_ . xj"'o, ,
oe- I tv_e t-0 OT
V-Vvlb* J,- t_,kvL1-Lvv1
Ft')OTNG NAWS' 'NOT
TO N TiED INTO
DUE14TICt) 8\133TOA
COWAOT OLYMPIC) VIEW
Applicant -shall repair/repiece all damage to ACCEPTABLE TIGHTLWE WATER/SEWER DISTRICT
ummles or frontage im,,;rc-�.P.monts in C4 v; MATERIAL
right-ol-way per City s*an,4nm!-.q that 4 cu,.M'd W11 39
or or.curs durling the permlitted PreirlIrt. SCH 40 ALL UNZE-D SUIF10CES -1-0
N -12 r COVEMD WITN'fl 2 U13
F810 HANC019
.UTILITY CONFLICT NOTE:
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL
EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING
THE -HORIZONTAL AND VERTICAL LOCATION -PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING U11LITY
LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW
UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES
AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO
VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT J.C. MCDONNELL ENGINEERING,
DATE PC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING NTH CONSTRUCTION.
ACW ?fqo�lea [Ae _�O/ LO+Z
IMPERVIOUS AREAS
PROPOSED NEW ON -SITE
LOT 2 (NEW)
ROOF 2,065 SF
WALK/PATIOAANDING 163 SF
ASPHALT DRIVE 891 SF
TOTAL
3,119 SF
STRUCTURAL
PL INI G I N P
C T � ��
ALE. �1-2MOOO
's �c
_3'
CONTRACTOR'S NOTE
THIS PROJECT IS SUBJECT TO REQUIREMENTS PUBLISHED IN A
WETLAND BUFFER MITIGATION PLAN BY HART CROINSER DATED MAY
29, 2007 REQUIREMENTS INCLUDE PROPOSED BUFFER
ENHANCEMENT PLANTINGS AND ESTIMATED PERFORMANCE BONDS
IN ADDITION TO TEMPORARY CONSTRUCTION FENCING AND
PERMANENT BUFFER FENCING REQUIREMENTS
Sip OAv'lt TIA-al Avnma,2 O-Pv- I n-r-7-
LINE
TYPE
AREA (SQUARE FEET)
1.
NON -REGULATED
3,071 (YEAR BUILT: 1967)
EXEMPT
REGULATED
2.
REPLACED
0
0
3.
NEW (POST 1977)
+
4,979
4.
TOTAL REGULATED IMPERVIOUS AREA
4,979
5.
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S)
0
6.
REGULATED AREA NOT YET MITIGATED
4,979
7.
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
4,979
8.
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUESI
0
.L 0 T CO VERA GE. 097AER
LOT 2 TOTAL AREA = 9,67J.57 SF (0.2221 AC)
STRUCTURAL IMPERVIOUS = 2,065 SF RICHARD WICHERS
PERCENT COVERAGE = 21.J51. 21821 92nd A VENUE W
BASED UPON BUILDING OUTSIDE EXTERNAL EDMONDS, WASHINGTON 98020-J972
WALL DIMENSIONS. PH.: 425-778-0947
hEIGHT C,4LCS PH.: 206-999-596J
(BASED ON ORIGINAL GRADE)
ENG1 NEERIS UR VE YOR
A = 188.74
B = 188.76
CONTACT- JEFFREY TREIBER
C = 188.14
LOVELL-SAUERLAND & ASSOCIATES,. INC.
D = 187.90
19217-J6TH AVENUE W. SUITE 106
LYNNWOOD, WA. 98036
AVG. ORIGINAL GRADE = 188. J8
PH.: 425-775-1591
PROPOSED FF= 190.00
E-MAIL: JEFFTOLSAENGINEERING. COM
MAX = 2 1 J. 38
ACTUAL = 212.72
-COIV7RACTOR
NOTE
CONTACT- RICK BYNUM
MASTON PROPERTIES &
WATER / SEWER SERVICE LINE AS SHOWN ARE
CONSTRUCTION, LLC
SCHEMATIC ONLY CONTRACTOR TO FIELD
2020 MALTBY RD, BOTHELL WA 98021
LOCATION AND USABILITY OF EXISTING LINES.
PH.: 425-299-8877
COORDINATE WITH ENGINEER.
STM PLAN TIONII,)
_WA TER AAD SE HER PUR VE YOR
CONTACT. JOHN C. MCDOA(WL Coi-ner F 1,-;
L__
P.O. BOX 1J199 Setbacks 9j_ H iT �41
OLYMPIC VIEW WATER AND SEWER DISTRICT
MILL CREEK, WA 98082 Fro it �tk ti
8128 - 228TH STREET SW
PH.: 425-744-0916
EDMONDS, WA 98026-8449
Si :!s
(425) 774-7769.
PARCEL IV ULTAM4B ER R ar
2704JO00200400 (0) -- er
UTILITYNOTE
1- IF RE -USING EXISTING SIDE SEWER (FROM PROPERTY LINE TO HOUSE): PRO PERTY
OWNER MUST HAVE CONDITION VERIFIED AND PROVIDE A REPORT TO THE PUBLIC
WORKS DEPARTMENT.
2. IF RE -USING EXISTING SEWER LATERAL (FROM PROPERTY LINE TO CITY MAIN):
CONDITION MUST BE VERIFIED BY PUBLIC WORKS DEPARTMENT. CONTACT EDMONDS
SEWER DIVISION AT 425-771-02J6.
J. A 1-INCH METER MAY BE NECESSARY OF FIRE SPRINKLING IS REQUIRED BY THE
FIRE MARSHALL. IF FIRE SPRINKLING IS REQUIRED, BLDG SVC LINE ON PROPERTY
MUST BE UPSIZED TO 1.5-INCH.
ENGINEERING DIVISION
AS NOTED SITE UTILITY PLAN, ENGINEERING DIVISIONSTREET FILE
,&�Date: viin APP VE A N
- 0 L_ I � I - DESIGNUOTHERS Date:
,� W4- THIS IS A SKETCH. NOTHING IN THIS VIEW RELATING TO VERIZON, PUD POWEI? LINES 0 RESUB
�tt W I, &W5 1>te
OTHER POWERED UTILITIES SHALL BE CONSTRUED AS A DESIGN OF SAID UTILITIES BY OCT 2 9 2015
_fW &L'tv" f LH - J. C. MCDONNELL ENGINEERING, PC. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR BUILDING DEPARo-MENT
-pbat.-I U)qjHALL CONSULT THE APPROPRIATE UTILITY OR THE EDMONDS INSPECTOR TO RESOLVE CITY OF EDMONDS
I,U ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
0 M
"WA, I 194, 10 1
11 H '' H ENfG1NEEkINb PCH H H H H
R 1:1 N a H H H = H ) H rl W m
w w DRAWNBY
H H H H +-f +-I +_f TjW
P.O. BOX 13199, MILL .. CREEK, .. WASHINGTON TEL:(425) 744-0916 DRAWING F
H H H HFAX: (425) 744--0946
LPLN-2015-1258
SITE DEVELOPMENT PLA KI
WICHERS SFR
21821 - 92ND AVE Iff
SNOHOMISH COUNTY, WASHINGTON
DATE REV. BY DATE PROJECT MANAGER SCALE
-1-115 LOU LARSEN 1 "=20
%ME. CHK. BY F.B. NO. JOB No. SHT. NO.
05963 C1 ofi
/v__
20'
(n
2+86.8
aAQjTlU SlGNF
T�
'POLE
E
00
41f
00 1
Ld
> 00
< LU
:C
TBM
EL.=19 6
EX. CBMH PON
TOP=191.10
EAST MARGIN PER
(A.F. NO. 746269) 6 FT. WOOD
FENCE ±0.9' N,
119.08' 89-31'47" W
.X
..............
-H t,.-
...........
VALVE
SECTION 30, T-27 N., R.4 E.1W.M.
NORTH LINE OF THE S1 /2, N1/2, SW 1/4,
rMi"T I hT 1) QrPTIONI V)
245.61'--- - -li-6.5'3
............. .......
SINGLE FAMILY RESIDENCE
NO BUILDIN-
GOV'T LOT 2, SECTION -3
z
EX HOUSE
9,883.56 SF 21821 92ND AVENUE W. -----------------
8,Q20.73 SF (EXCL. ESMT)
�3.57 SIF L 0
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+$5.65 JOONG Hi It
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------------------
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N 89*31'47" W
i(TV--ral I NEW I[OT 2
E X. C 5/8"I"I'ATER
2 30'
4'
co
PVI STA = 1+72
PVI ELEV = 190.10
A.D. = -3.99
K = 5. 01
P-T
116.57'
57 st) . . .......
245 z:D SD
2
EX, C89R 5' CITY CF 7_DIv1r-\:`S
W/GATE VALVE
-1-JEN-
TOP= 1 87,0� ... i �zT�R'-,4 _1NE EAS_-
27104300/0'�00300 INV;=181.0
TORSTEN G. ERIKSON
EX. CB
TOP-183.44
INV=181.64
0
LOW POINT ELEV = 187.30
LOW POINT STA = 2+31.37
-
20. 0' VC
PVI STA 2+25.0f---
PVI ELEV 187.20
A. D. 6.6
9
K 2.99
20.0' VC
a.
04 LO
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+ 0
+
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20'-8"PVC; S=0.5
21MI
. COVER
CROWN-185.30
101.86'-36"0 DETFN'ION
TANK
N-12 ADS HPDE* (WATER
__LIVQDEAD:�183,30
TIGHT)
.
YD#3
INVERTtmII82,30
2+ 56J-1, 1 f, 321
MAY ALSO USE 36"0 X 16 C.
i ;A.
TQP-187.90
INV=185.90
GALVANIZED ASPHALT COAT ED
(OR
ALUMIN12ED 5XI WITH 24!' WIDE
180-
ROD AND LUG BANDS AND 1
TH CK
EX. C@MH
GASKETS.
54 FITYPE 2
TOP=190.71
CB 1-54"TYPE 2
.
W/STC
RIM=1
ATE
57.30
INV=180.46(EX.12-E,W)
INV=148A1(EX.6"N8-
SOLID LID &
ESTRICTOR PROFILE - PRIV
TE DRIVEWAY
INV-1
!12.30(36'OUT-W)
REMOVE/ASANDON)
RIM=190.34
SCALE: H-1"=4-.' v:i"=2o'
INV=1
INV-1
34.50(4-IN-NW)
15.30(41N-NE)
RISER TOP=185.14
DATUM AWV
INV-183.30(8'OUT-SW)
17a00 1+00
4 tov 11,4-L.1
INV=1 89.00(6"IN-NW)
2+00
TOO (F.S. @ FINISH GRADE)
LIFT HANDLE
IORIFICE#2=(2-1.9/64") DI
CUT HOLE INV=185.14
IN 12 GA. PLATE AND INV=184.30
WELD TO 6"CMP ELBOW.
HOLE TO SHARP-EIDGED o
SHOP DRILLED. T_,:�
FLOW 8-1 SD INV=�183.30
FLOW RESTRICTOR/
2'MIN.
L====9
ROUND MANHOLE SLOTTED COVER MARKED
DRAIN" NTH LockiNG E30LTS
$HEAR GATE 2'MIN.
PIPE SUPPORT
3" X OIC175"!!/
JORIFICE#1=(51/64") DIA.1 STEEL@3' O.C. 2' IN.
CUT HOLE
IN 12 GA. PLATE AND
WELD TO CMP RISER.
HOLE TO SHARP -EDGED
SHOP DRILLED. RESTRICLOR DETAIL
NO SCALE
36" WET TANK
NVft
OLYPROPYLENE STEPS OR LADDER
-54"DIA.,TYPE 2
CATCH BASIN
3+00
NOTES:
200
190
180
1. CONTACT CITY OF EDMONDS PUBLIC WORKS DEPARTMENT
TO TV EXISTING SEWER LATERAL FOR APPROVAL TO
REUSE F APPROVAL IS NOT GIVEN, THE CONTRACTOR
WILL BE REQUIRED TO REPLACE THE LATERAL TO THE
MAIN.
2. MINIMUM WATER AND SEWER SEPERATION IS 10'.
200
190
DAT&`Jf E-7,EV
CITY INSPECTION REQUIRED ON FOR M
V13RK PRI13R T13 POUR
5-1/21
V R
4. P BATTER
4
1#R
.14 0.05 FT/ET
Id. - <. - 4
%7 4
4
4 4 60
4 4
4
4 4
-a.&_ rK% JK 3M Y4 Ica W 34 3.4 2M 3a bd No la
18' STANDARD
24" ARTERIAL
NOTE&
1. FORMS SHALL BE TRUE TO LINE AND GRADE
AND SECURELY STAKED,
& EXPANSION JOINT$ SHALL BE PLACED ADJACENT
TO CATCH WINS.
3. EXPANSION JOINTS SHALL BE EVERY 10 FEET
ANDDUINMY (CONSTRUCTION) JOINT$ EVERY 5 FEET,
4. EXPANSION J13INTS SHALL HAVE 1/21 T13 5/8' WIDE
PREMOLDED JOINT FILLEP.
5. CONCRETE SHALL BE CLASS 3- 300OPS1.
6 FINISH SHALL BE LIGHT BROOR
7: CURB SHALL BE SPRAYED WITH CUAR CURING
COMPOUND OR SHALL BE COVERED AND KEPT MOIST
FOR 72 HOURS.
8. ALL SIDEWALKS POURED BEHIND CURB IN
DRIVEWAY AREAS SHALL BE 6' THICK OVER P.1 13F
CSTC WITH SUBGRADE COMPACTED TO 95% MAXIMUM
DENSITY.
Est. IB90
REVISED 04/27/05
REVISED 8/17/06
5/8' MINUS C9TC
A
ly-
C. -j
REVISIONS
apram " WT-9 STANDARD D ETAI L
D. GEDERT 4/27/05 STANDARD TYPE "A" CURB/GUTTER DETAIL
D. GMRT 8/17/06 DATE 7/24/01 1 SCALE NTS I jDWG NO. E2.8
PVI
STA = 2+56
PV1
ELEV = 190.97
A.D.
4.59
K 6.53
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d. 517-
FL AT 12'RT
PROFILE NOTE
i
CURB AND GUTTER FLOWLINE
ELEVATIONS WERE SET AT STA71ONS SHOWN BY INTERPOLATING BETWEEN
ACTUAL EXISTING ASPHALT E_EVA-nONS
ADJACENT TO STATIONS SHCWN SHOULD BE DETERMINED IN THE FIE-D.
CURB AND GUTTER DESIGN F-OWLINE
ELEVATIONS MAY REQUIRE ADJ STING BASED ON ACTUAL CONDITIONS.
PROFILEr-
92ND AVENUE WEST
IAI
I I SCALE: H:1"=4'
V:1"=20'
III
I
L 2+0192
EX. C13-TYPE 2
TOP=190.71 FL
INV= 1 80.46-(EX.1 2"E,W)
INV=188.11r"`(EX.6-IN--NE)(REMO�/ABANDON)
Z+uu
AIT40�71D _,�
3+00
RECEIVE D
SEP 28 201511
Lovell- Sauerland
& Associates, Inc.
Engineers/Surveyors/Planners
Development Consultants
19400 33rd Avenue W.
Suite 200
Lynnwood, WA 98036
phone: (425)775-1591
fax: (425)672-7996
e-mail: info@lsaengineering.com
web: Isaengineering.com
'?. O'q,.O
7V oy "A&4t
&IST
L
EXPIRE
06-02-08-5TH SUBMITTAL
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APPROVED FOR CONSTRUCTION SCALE
AS SHOWN
CITY OF EDMONDS
DRAWN CHECKED
DATE: JTT JPO SHEET
IDATE F,B,
OCT., 2007 504. P.51 2
BY.
CITY FILE NO.
ENGINEERING DIVISION S-07-48
LSA FILE NO. OF4
4997-07