249 4TH AVE S.PDF111111111111
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249 4TH AVE S
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ADDRESS: -�k
TAX ACCOUNT/PARCEL NUMBER: '27-0 0,;)-:3 0 ew/ 21 e) a
BUILDING PERMIT (NEW STRUCTURE): X
200 -096-91
COVENANTS (RECORDED)
CRITICAL AREAS: �41-151 � — DETERMINATION: 0 Conditional Waiver 0 Study Required E] Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DA:
PARKING AGREEMENTS DA:
EASEMENT(S) RECORDED FOR:
-�2UOU
PERMITS (OTHER): wpi -ozzi Lz)u -mg cmm6). zab - fz�Ys (F/,a
lal
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DA'
SIDE SEWER PERMIT(S)
GEOTECH REPORT DATED: &MIQ 4-7
9 f
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED: -3wo
OTHER:, 09
LOT:
LID
BLOCK:
LATEMP\DS'Ps\Fomis\Street File Checklist.doc
PLANNING DATA
New Commercial / Mulffamily Proiects
SITE ADDRESS: 2-4-)- A-Aw.s. (kn-,��A-7&261) ZONING: gm-1.5-
USE(S) PROPOSED: M",4,H ALLOWEV: '�ry
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED
(Y/N)
CUP File: — To Allow What Uses?:
AD13 FILE#: AD3 -05- 2-7
PARKING: ETcs FejLke.
Use: RN E
X 3 (floor area, # employees, etc.) 4.9
Use: Z C 94-1) No. Spaces Required: j. g
X (floor area, # employees, etc.)
Use: 3 (9,m) No. Spaces Required: ;z,o
X 4 (floor area, # employees, etc.) = 9,o I
Use: No. Spaces Required:
X (floor area, # employees, etc.) =
Total Required: )4 Actual Provided: 14
SETBACKS:
Required Setbacks:
Front: ig Left Side: tu Right Side: lo Rear: IS -
Actual Setbacks:
Front: 1&.-2' LeftSide: io, RightSide: 'Rear: 32,o b
ditional setback required? No)
Street map checked for ad �A e
MAXIMUM I flAnLEL A k, 7- 9
--A:
Maximum Allowed: 4 4, 5z;.
Actual: 15' 5-) -7 �,k
BUILDING HEIGHT: (94A)
0i
Maximum Allowed: 2-5 4- Actual Height: 30' (91,, P
Modulation Allowed9: IJA Height: N4
—Modulation
C., -V, i;h
Datum Point: Elevation: &zZ&-
Elevator Penthouse > 3 feet over height limit? V., If so,VAR#
i:
0
0!
LANDSCAPING:
co :
Matches AD13 approved: L, A D11 m"Y,05A M,,44k to&-, 4-,uf 1, PP 12
0
Bid Provided? Bond Amount (100% bid):
Z
CRITICALAREAS#: 04-151.4152-- koA w,,_wxj
W
SEPA DETERMINATION: 41s
f F,�Lj e—
SHORELINE REQUIRED?: No
Continued ...
1A1ibrary\^P1andatNewConun.doc
1-0
0
DATE: '? 14 /.5- PLAN CHK#.- 05 -Z49
NAME OF BUILDING PERMIT APPLICANT: Pk,64-4 vTc-
PROJECT DESCRIPTION: Cons Hi-o. k- wA;)-
ADB FfLE #: 05 - 2-7 OR DATE WAIVED:
PLANS MATCH APPROVED PLAN:
SUBDIVISION: 1?-4� 9 6—ti ok,.mo,
LOT AGGREGATION REQUIRED?: 'Cz&
REDUCED SITE PLAN (8.5X11) PROVIDED FOR STREET FILE?
OTHER: MA&b�, AA
—P-- Cv--jk f �-.- 3' - g y- ,�
Plan Review By:
1Ahbrary\^P1andatNewComm.doc
9 PLANNING DATA*
ii STREET =FILE I
New Commercial I Multi -Family Projects
Name: 64J C077157�_/,f e-ho-;017
Date: /-/-,7,-.07
Site Address: .4yS Plan Check #: BLD - 2zV7-i9Z-7o
Project Description:
Use(s) Proposed:
Allowed Us9�� NO)
CUP File Number:
To Allow What Uses:
Legal Nonconforming Land Use Determination Issued: (YES / NO) J\J t-N
Reduced Site Plan Provided: (YES�q
Zoning:
Map Page: 2_0�_
Comp Plan Designation:
Corner Lot: (YES
Flag Lot: (YES 00))
ADB File Number (date waived): 0-5—
Lot Area:
Plans Match AD13 Approved: (YES / NO)
Shoreline Required: (YES 009
Critical Areas Determination #:
El Study Required /V/14
El Waiver
SEPA Determination:
11 Exempt /V/A
El Needed (for sites with 500 cubic yards of grading or within 200 feet of Puget Sound or Lake
Ballinger. Requires: (1) Fee, (2) Environmental Checklist, and (3) APO List with notarized form).
Required Setbacks
Street: t5
Side: a
I Side: /o/
Rear: /57
ActualSetbacks
Street:
Alo'
Sid
Side:
--V pos--ed
Rear:
_Let-�N§e/VAK Required:
Q�Qalkpopm efFAR Ps ev
Lot Covera IVIA
Heibfif_
Datum Point:
__D-atuyr-EivV5Vo"n`.
Maximum Height:
Actual Height: _.t-
Subdivision:
Lot Aggregation Required:
LandscqpNg
Landscaping Matches ADB Approved:
Landscaping Bid Provided: (YES / NO)
Bond Amount (100% Bid):
Plan Review By: h:�
Im
PLANNING DATA
New Commercial / Multi -Family Projects
FTREET
s Hiiil
Commercial Parking Analysis
Business Name
Type/Use
Parking
Ratio
Tenant
Area
Required
Parking
Total Parking Required:
Total Parking Provided:
-Multi-Family ParkiV Anal is
# Bedrooms per Dwelling Unit
Parking Ratio
# Units
Required
Parking
Studio
1-2/D.U.
1 Bedroom
1. 5/13. U.
2 Bedrooms
1.8/D.U.
3 + Bedrooms
2.0/D.U.
Total Parking Required:
Total Parking Provided:
Other
PlanReviewBy: ge;va ae�
DATUM Ml
KIM OF EX 5T'NG
CATCH Be077,
:iarbage/recycie colleoion area/enclo
NORTH OF '.c'
MAR, JIM
MAX 3'ROCKEKY MAX 3'ROCKERY
TOP: 65.00 TOP: 66.00
1
AX3 ROCKEKY
3' KEI
and lo"cati
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TOE: 62.15 TOE: 63.00
:61.00
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NEW TYPE 11 C13
u
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IF
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11 C13 " E
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P 66.50 MAX3'ROCKEKY
0 /-Top: 66.00
?62.060 INIOUT
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COPNER
51TE ELE� 62.26.
5
IE. 62.00
IN/OUT 'A'
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TOE: 63.15
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LUEL PARKING, 5PUl I
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10.00
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65*
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/4 = 64.18 AV
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DECIDUOUS TO
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MAX. 14% SLOPE
16. 0 (1) 2 b I
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7.70"
i EASTING HOUSE TO BE PEMC
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C. 65,90'
5 E REMOVED
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75.
176GI
P. 03,20'
62.1�j
i MAX 14 L
/4-- 64.16AVE GRAPE
MAX /ACTUAL HEIGHT: 94.16
15LA15 ELEVATIO�
------
>- 15T FLOOR: 62.18'
E�15-nNG HOUSE TO 13E
ir
LIJ 2NP FLOOR: 72.16
REMOVED 9 IN
PNTO
< 13UILOING (� EAVE5): 4,678.08 50. FT.
U)
6" DECIDUOUS
DRIVEWAY. 3.905.45 50. FT.
TO 13E REMO,
PATIO: 52.50SQ. FT.
0
i EX 5E TO BE REMOVE
TOTAL: 12,106.83 50. FT
LOTCOVEFAGE,
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2.09.06
--- ---- ---6,90b,25 Sa FTJ15.517.aO 50. FT. 447.
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REVISIONS:
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PTA. 2703-230-041-2100.
2
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122.6-8 �7-' -I"\-
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2703-230-041-2000.
IZ BAR FREE STRIPPING
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TYPE 11
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(2) 6"131KCH TO
13E REMOVED
6 WILL4
PUMP TANK
W/PUMP
LIP = 62.00
FLOOR-- XXXX
62
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FILE
FEB 09 2000
PM101me (X-'MrTfl�f ."TIN
BE REMOVE
PLO PLAN
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SCALE: I- - 2(Y
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is
Dennis M. Bruce,
M.S.C.E., M.B.A.
1, 'IN j.
June 3, 2005
City of Edmonds
c/o Michel Construction
7907212 th St. SW, #102
Edmonds, WA 98026
P.E.
Geotechnical/ Civil Engineer
RECEIVED
JUN 15 2005
PERMIT COUNTER
Subject: Geotechnical Evaluation — Foundation Recommendations
Proposed 8-Unit Condominium Building
2494 th Ave. S, Edmonds, Washington
This engineering report presents the results of a geotechnical evaluation of the
property at 249 4 th Ave. S, Edmonds, Washington. This evaluation was required due to
owner / contractor concerns, as well as City of Edmonds requirements.
REFERENCES:
• Property Survey, Site Plan, and Project Plans by McGrew -Michel Building Design
• Preliminary Drainage and Plot Plan (attached)
• Site photographs
BACKGROUND:
The overall property is rectangular in shape (approximately 66 feet along 4 th Ave.
S and approximately 123 feet deep). An existing City of Edmonds alleyway borders the
east property line (see Survey).
Currently, the overall property contains 3 existing single-family homes with
detached garage / outbuildings.
It is understood that Michel Construction proposes to demolish the existing
homes and outbuildings and construct a new 8-unit condominium building (3 stories).
See Plans.
The overall property is essentially flat with very little slopes.
Visual evaluation revealed no evidence of any geotechnical distress: no slides,
no soil tension cracks, no foundation settlement or any evidence of erosional
degradation.
SOILS - FOUNDATIONS - SITE. DEVELOPMENT - INSPECTION - DRAINAGE , DESIGN & PERMIT , LEGAL
P.O. Box 55502 * Shoreline, WA 98155 - (206) 546-9217 - FAX (206) 546-8442
City of Edmonds
c/o Michel Construction, Inc.
June 3, 2005
Page 2
EVALUATION:
In order to augment the existing site geotechnical information, 4 soil test holes
were hand dug by this engineer on May 12, 2005. All 4 test holes revealed similar sub -
grade conditions, namely:
0" to 6" Lawn, organics, roots, and organic silt
6" to 14" Brown sandy loam, grading to silty sand
14" to 40" (bottom of test holes) Dense sands with occasional gravels
No water was encountered in any of the 4 test holes. All test hole walls remained
vertical and stable. No sloughing or caving occurred.
CONCLUSIONS / RECOMMENDATIONS:
Based on the findings of this investigation, and experience with similar sites in
the area, the Michel Construction property at 249 4 th Ave. S, Edmonds, Washington is
-geotechnically approved for the proposed 8-unit condominium building, subject to the
following:
Standard reinforced continuous and spread footings. Allowable bearing
pressure: 2,000 p.s.f.
Equivalent fluid pressure of 35 p.c.f. is recommended for any retaining wall
design provided drainage zone is inspected and verified by this engineer.
For retaining wa* 11 design, use friction factor of 0.55 and passive pressure of 350
P.C.f.
Geotechnical inspections by this engineer prior to any foundation concrete
placement.
The proposed structure can be supported on conventional continuous and
spread footings bearing on undisturbed native soils or on structural fill placed above
native soils. See the later sub -section entitled General Earthwork and Structural Fill for
structural fill placement and compaction recommendations. Continuous and individual
spread footings should have ' minimum widths of eighteen (18) and twenty-four (24)
inches, respectively, and should be bottomed at least eighteen (18) inches below the
lower adjacent finish ground surface.
Depending on the final site grades, some over -excavation may be required below
footings to expose competent native soils. Unless lean concrete is used to fill the over
City of Edmonds
c/o Michel Construction, Inc.
June 3, 2005
Page 3
excavated hole, the width of the over -excavation at the bottom must be at least a's wide
as the sum of two times the depth of the over -excavation and the footing width. For
example, an over -excavation extending two feet below the bottom of a three-foot wide
footing must be at least seven feet wide at the base of the excavation.
Footings constructed according to the above recommendations may be designed
for an allowable soil bearing pressure of two thousand (2,000) pounds per square foot
(p.s.f.). A one-third increase in this design bearing pressure may be used when
considering short-term wind or seismic loads. For the above design criteria, it is
anticipated that total post -construction settlement of footings founded on competent,
native soils (or on structural fill up to five (5) feet in thickness) will be about one-half
inch, with differential settlements on the order of one -quarter inch.
NOTE: The bearing capacity of 3,000 p.s.f. applies to over -excavated and
backfill conditions. Footings placed on native soils may be designed for 2,000 p.s.f.
Lateral loads due to wind or seismic forces may be resisted by friction between
the foundations and the bearing soils, or by passive earth pressure acting on the
vertical, embedded portions of the foundations. For the latter condition, the foundations
must either be poured directly against undisturbed soil or the backfill placed around the
outside of the foundation must be level structural fill. We recommend the following
design values be used for the foundation's resistance to lateral loading:
Parameter
Coefficient of Friction
Passive Earth Pressure
Where:
Design Value
0.55
350 p.c.f.
(1) p.c.f. is pounds per cubic foot.
(2) Passive earth pressure is computed using the equivalent fluid density.
. We recommend that a safety factor of at least 1.5 be used for design of the
foundation's resistance to lateral loading.
SLABS -ON -GRADE:
Slab -on -grade floors may be supported on undisturbed, competent native soils or
on structural fill. The slabs may be supported on the existing soils provided these soils
can be re -compacted prior to placement of the free -draining sand or gravel underneath
the slab. This sand and gravel layer should be a minimum of four (4) inches thick. We
City of Edmonds 0 0
c/o Michel Construction, Inc.
June 3, 2005
Page 4
also recommend using a vapor barrier such as 6-mil. plastic membrane beneath the
slab with minimum overlaps of 12 inches for sealing purposes.
PERMANENT FOUNDATION AND RETAINING WALLS:
Retaining walls backfilled on one side only should be designed to resist lateral
earth pressures imposed by the soils retained by these structures. The following
recommended design parameters are for walls less than twelve (12) -feet in height,
which restrain level backfill:
Parameter Design Value
Active Earth Pressure* 35 p.c.f.
Passive Earth Pressure 350 p.c.f.
Coefficient of Friction 0.55
Soil Unit Weight 125.p.c.f.
Where:
(1) p.c.f. is pounds per cubic foot
(2) Active and passive earth pressures are computed using equivalent fluid
densities.
For restrained walls which cannot defect at least 0.002 times the wall
height, a uniform lateral pressure of one hundred (100 p.s.f. should be
added to the active equivalent fluid pressure).
Thevalues given above are to be used for design of permanent foundation and
retaining walls only. An appropriate safety factor should be applied when designing the
walls. We recommend using a safety factor of at least 1.5 for overturning and sliding.
The above design values do not include the effects of any hydrostatic pressures -
behind the walls and assume that no surcharge slopes or loads will be placed above the
walls. If these conditions exist, then those pressures should be added to the above
lateral pressures. Also, if sloping backfill is desired behind the walls, then we will need
to be given the wall dimensions and slope of the backfill in order to provide the
appropriate design earth pressures.
Heavy construction equipment should not be operated behind retaining and
foundation walls within a distance equal to the height of the wall, unless the walls are
designed for the additional lateral pressures resulting from the equipment. Placement
City of Edmonds 0 0
c/o Michel Construction, Inc.
June 3, 2005
Page 5
and compaction of retaining wall backfill should be accomplished with hand -operated
equipment.
Retaining Wall Backfill
Backfill placed within eighteen (18) inches of any retaining or foundation walls
should be free -draining structural fill containing no organics. This backfill should contain
no more than five (5) percent silt or clay particles and have no particles greater than
four (4) inches in diameter. The percentage of particles passing the No. 4 sieve should
be between twenty-five (25) and seventy (70) percent. Due to their high silt content, if
the native soils are used as backfill, a drainage composite, such as Mirafi and
Enkadrain, should be placed against the retaining walls. The drainage composites
should be hydraulically connected to the foundation drain system. The purpose of these
backfill requirements is to assure that the design criteria for the retaining wall is not
exceeded because of a build-up of hydrostatic pressure behind the wall. The
subsection entitled General Earthwork and Structural Fill contains recommendations
regarding placement and compaction of structural fill behind retaining and foundation
walls.
EXCAVATION AND SLOPES:
At the time of this investigation and report, it is understood that no excavation
deeper than 4 feet will occur on. the site (see Project Plans). No shoring is required if
excavations.are less than 4 feet deep. If excavations exceed 4 feet in depth, temporary
shoring may be required utilizing Ecology -Blocks.
In no case should excavation slopes be greater than the limits specified in local,
state and national government safety regulations. Temporary cuts up to a height of
four (4) feet deep in unsaturated soils may be vertical. For temporary cuts having a
height greater than four (4) feet, the' cut should have an inclination no steeper than 1: 1
(Horizontal:Vertical) from the top of the slope to the bottom of the excavation. Under
specific recommendations by the geotechnical engineer, excavation cuts may be
modified for site conditions. All permanent cuts into native soils should be inclined no
steeper than 2:1 (H:V). Fill slopes should not exceed 2H: 1 V. It is important to note that
sands do cave suddenly, and without warning. The contractors should be made aware
of this potential hazard.
Water should not be allowed to flow uncontrolled over the top of any temporary
or permanent slope. All permanently exposed slopes should be seeded with an
appropriate species of vegetation to reduce erosion and improve stability of 'the surficial
layer of soil.
City of Edmonds
c/o Michel Construction, Inc.
June 3, 2005
Page 6
DRAINAGE CONSIDERATIONS:
Footing drains are recommended at the base of all footings and retaining walls.
These drains should be surrounded by at least six (6) inches of one -inch -minus washed
rock wrapped in non -woven geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar
material). At the highest point, the perforated pipe invert should be at least as low as
the bottom of the footing and it should be sloped for drainage. All roof and surface
water drains must be kept separate from the foundation drain system.
No groundwater was observed in any of the 4 test holes during the fieldwork.
Seepage into the planned excavation is possible, and likely if excavation occurs during
winter months, and if encountered should be drained away from the site by use of
drainage ditches, perforated pipe, French drains, or by pumping from sumps
interconnected by shallow connector trenches at the bottom of the excavation.
The excavation of the site should be graded so that surface water is directed off
the site and away from the tops of slopes. Water should'not be allowed to stand in any
area where foundations, slabs, or pavements are to be constructed. Any exposed
slopes to be covered with plastic to minimize erosion. Final site grading in areas
adjacent to buildings should be sloped at least two (2) percent away from the building,
except where the area adjacent to the building is paved.
GENERAL EARTHWORK AND STRUCTURAL FILL:
The proposed building and pavement areas should be stripped and cleared of all
surface vegetation, all organic matter, and other deleterious material. The stripped or
removed materials should not be mixed with any materials to be used as structural fill.
Structural fill is defined as any fill placed under the building, behind permanent
retaining or foundation walls, or in other areas where the underlying soils needs to.
support loads. This engineer should observe site conditions during and after excavation
prior to placement of any structural fill.
All structural fill should be placed in horizontal lifts with a moisture content at or
near the optimum moisture content. The optimum moisture content is that moisture
content which results in the greatest compacted dry density. The moisture content of fill
soils is very important and must be closely controlled during the filling and compaction
process.
The allowable thickness of the fill lift will depend on the material type, compaction
equipment, and the number of passes made to compact the lift. In no case should the
0
ity of Edmonds
c/o Michel Construction,
June 3, 2005
Page 7
Inc.
11
lifts exceed twelve (12) inches in loose thickness. The following table presents
recommended relative compaction for structural fill:
Location of Fill Placement
Beneath footings, slabs or walkways
Behind retaining walls
Beneath pavements
Minimum Relative
Compaction
95%
90%
95% for upper 12 inches of
Sub -grade, 90% below that level
Where: Minimum relative compaction is the ratio, expressed in percentages, of
the compacted dry density to the maximum dry density, as determined in
accordance with ASTM Test Designation D-1 557-78 (Modified Proctor).
Use of On -Site Soils
If grading activities take place during wet weather, or when the sandy, on -site
soils are very wet, site preparation costs may be higher because of delays due to rains
and the potential need to import granular fill. The on -site soils are generally sandy and
thus are not highly moisture sensitive. Grading operations will be difficult when the
moisture content of these. soils greatly exceeds the optimum moisture content.
Moisture sensitive soils will also be susceptible to excessive softening and
66 pumping" from construction equipment traffic when the moisture content is greater than
the optimum moisture content:
Ideally, structural fill, which is to be placed in wet weather, should consist of a
granular soil having no more than five (5) percent silt or clay particles. The percentage
of particles passing the No. 200 sieve should be measured from that portion of the soil
passing the three -quarter -inch sieve.
The use of "some" on -site soils for -fill material may be acceptable if the upper
organic materials are segregated and moisture contents are monitored by engineering
inspection.
DRAINAGE CONTROLS:
No drainage problems were evident with the property at 249 4 th Ave. S.
City of Edmonds
c/o Michel Construction, Inc.
June 3, 2005
Page 8
It is understood that the new condominium building will comply with City of
Edmonds requirements and comply with the design drainage plan.
CONCRETE:
Al * I foundation concrete (footings, stem walls, slabs, any retaining walls, etc.)
shall have a minimum cement content of 5-1/2 sacks per cubic yard of concrete mix.
INSPECTIONS:
The recommendations of this report are only valid when key geotechnical
aspects are inspected by this engineer during construction:
0 Soil cuts
• Foundation sub -grade verification
• Any retaining wall, or rockery placement
• Any fill placement
• Subsurface drainage installation
• Temporary and final erosion control
SUMMARY:
The proposed Michel Construction 8-unit condominium project at 249 4 th Ave. S,
Edmonds, Washington is geotechnically viable when constructed in accordance with
the recommendations herein, compliance with City of Edmonds approved plans and
requirements, and key geotechnical inspections during construction.
STATEMENT OF MINIMAL RISK:
The plans and specifications for the 8-unit condominium project at 249 4 th Ave. S,
Edmonds, Washington have been reviewed by this engineer and conform to the
recommendations of the analysis and report and, provided that those conditions and
recommendations are satisfied during the construction and use, and inspected and
verified by this engineer, the area disturbed by construction will be stabilized and remain
stable and will not increase the potential for soil movement, and the risk of damage to
the proposed development and from the development to adjacent properties from soil
instability will be minimal.
CLOSURE:
The findings and recommendations of this report were prepared in accordance
with generally accepted professional engineering principles and practice. No other
0
City of Edmonds
c/o Michel Construction, Inc.
June 3, 2005
Page 9
warranty, either express or -implied, is made. The conclusions are based on the results
of the field exploration and interpolation of subsurface conditions between explored
locations. If conditions are encountered during construction that appear to be different
than those described in this report, this engineer should be notified to observe the
situation and review and verify or modify the recommendations.
If there are any questions, do not hesitate to call.
E�f
EXPRES IM TOOM.
DMB:abj
Dpnnis M. Bruce, P.E.
Geotechnical / Civil Engineer
62
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249 4TH AVE 5
EDMON05, WA. 98020
6 tREET FILE
CITY OF EDMONDS
121 5T H AVENUE NORTH - EDMONDS,WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
*PERMIT MUST BE POSTED ON JOBSITE*
STATUS: APPLIED
Pennit Number: ENG20060202
ENG20060202
Expiration Date:
Job Address: 249 4TH AVE S, EDMONDS
,%Pl'[,IC)kN'I' CONTRACTOR
SNOHOMISH CO PUD SNOHOMISH CO PUD
21018 HWY 99
EDMONDS, WA 98020
425-670-3204
LICENSE #: EXP:
Relocate power pole 22'northof existing pole and replace underground primary conductor. Michel Construction willbe doing 55'road
crossing. Existing c/g and s/w shall be replaced as required for the installation of the electrical conduit.
DISRUPTION INFOWNIATION
ASSESSED VALUE: $0.00 PROPERTY AREA: 0
SIDEWALK: (OXO DURATION IN MONTHS: 0 FEE: $0.00 STREET DISRUPTION TRENCH CUT: 2 X 40
PARKING: OX0 DURATION IN MONTHS: 0 FEE: $0.00 YEAROFOVERLAY: 2002 FEE: $473.34
ALLEY: OX0 DURATION IN MONTHS: 0 FEE: $0.00
1ADEMJWTY- The Applicant has signed an application which states helshe holds the City ofEdmonds harmlessfrom injuries,
damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City ofEdmonds or
any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and
attorneyfees by reason ofgranting this permit.
THE CONTRACTO R IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD 0 F ONEYEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCEOF THE WO RIC
• Traffic Control and public safety shall be in accordance With City regulations as required by the City Engineer. Every flagger must
be trained as required by (WAC) 296-155-305 and niust have certification verifying completion of the required training in their
possesion.
• Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved
rnaterial prior to the end of the workday- NO EXCEPTIONS.
• Three sets of construction dmwings of proposed work are required with the pernit application.
CALL DIAL -A -DIG (1-800424-5555) BEFORE ANY EXCAVATION
CALL FOR INSPECTION (425) 771-0220 EXT. 1326
24 HO UR NOTIC E REQ UIRED FO R ALL INSPECTIO N REQ (JESTS
1THSAPPLICATION ISNOTA PERMITUNTIL SIGNED BYTHE CITY ENGINEER OR HISMER DEPUTY: ANDFEESARE PAID, AND RECEIPT IS ACKNOWLEDGED IN
SPACE PROVIDED.
Printed: Friday. Julv 07
RE -EASED BY DATE
6,1,tla pcA- 9LD20b,(6Fyg
ull 312_714�
F� FILE COPY F INSPECTOR COPY F APPLICANT COPY
0
0
APPLIED
ENG20060202
CDF IS REQUIRED FOR TRENCH BACKFILL AND PLACEMENT SHALL BE PER CITY STANDARD DETAIL E4.4.
Restore ROW to City standards
Restore Landscape to like or better conditions.
Call for locates of underground utilities prior to any excavation.
Conform to approved working drawings and Traffic Control plan.
Public utilities maintain 5's eparation from City Utilities.
Verify clear bore crossings
Utility patch restoration to be in accordance with Edmonds Standard detail E2.3
Maintain erosion & sedimentation control. Keep street clean.
Construction hours are Monday -Friday 7arn-6pm and Saturdays l0arr�-6prn No work on Sundays or Federal Holidays.
Call for required inspections as noted.
0 E-Engineering Final
PARTIAL INSPECTION DATE: INITIAL- NOTES:
PARTIAL INSPECTION DATE: INITIAL: NOTES:
FINAL INSPECTION APPROVED DATE: INITIAL:
- V. 1 0 ,
CITY OF EDMONDS
121 5T H AVENUE NORTH - EDMONDS,WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
*PERMIT MUST BE POSTED ON JOBSITE*
STATUS: ISSUED ENG20060202
RIG14T OF WAY PERMIT (7-EUC Standard)
Pertnit Number: ENG20060202 Expiration Date: 9/26/2006
Job Address: 249 4TH AVE S, EDMONDS
APPLICANT CONTRACTOR
SNOHOMISH CO PUD SNOHOMISH CO PUD
21018 HWY 99
EDMONDS, WA 98020
425-670-3204
LICENSE #: EXP:
Relocate poNver pole 22'northof e)dsting pole and replace underground primry conductor. Michel Construction will be doing 55'road
crossing. Eisting c/g and s/w shall be replaced as required for the installation of the electrical conduit.
DISRUPTION INFORMATION
ASSESSED VALUE: $0.00 PROPERTYAREA: 0
SIDEWALK: (OXO) DURATION IN MONTHS: 0 FEE: $0.00 STREET DISRUPTION TRENCH CUT: 2 X 40
PARKING: OX0 ) DURATION IN MONTHS: 0 FEE: $0.00 YEAR OF OVERLAY: 2002 FEE: $473.34
ALLEY: OX0 ) DURATION IN MONTHS: 0 FEE: $0.00
INDEMNITY- The Applicant has signed an application which states helshe holds the City ofEdmonds harmlessfrom injuries,
damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City ofEdmonds or
any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and
attorneyfees by reason ofgranting this permit.
THECONTRACTIOR IS RESPONSIBLEFOR WORK1%1ANSHtP AND MATERIALS FOR A PERIOD OFONEYEAR FOLLOWING THEFINAL
INSPECTION AND ACCEPTANCE OF THE WORK
Traffic Control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must
be trained as required by (WAC) 296-155-305 and must have certification verifying cornpletion of the required training in their
possesion.
Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved
material prior to the end of theworkday- NO EXCEPTIONS.
Three sets of construction dmwings of proposed work are required with the pen -nit application.
CALL DIALA-DIG (1-800424-5555) BEFOREANY EXCAVATION
CALL FOR INSPECTION (425) 771-0220 EXT. 1326
24 HOUR NOTICEREQUIRED FOR ALL INSPECTION REQUESTS
THIS APPLICATION IS NOT A PEPNIITUNTIL SIGNED BY TEE CITY ENGINEER OR HISMER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN
SPACE PROVIDED.
Printed: Thursday. Julv 27. 20C
BY
DATE
'\..Z�
F-] FILECOPY �JNSPECTORCOPY F-] APPLICANT COPY
STATUS: ISSUED ENG20060202
RIGHT OF WAY PERMIT (7-EUC Standard)
COND[TIONS
• Restore ROW to like and/or better conditions.
• CDF IS REQUIRED FOR TRENCH BACKFILL AND PLACEMENT SHALL BE PER CITYSTANDARD DETAILE,4.4.
• Call for locates of underground utilities prior to any excavation.
• Conform to approved working drawings and Traffic Control plan.
• Public utilities maintain 5'separation fi-om City Utilities.
• Verify clear bore crossings
• Utility patch restoration to be in accordance with Edmonds Standard detail E2.3
• Construction hours are Monday -Friday 7am-6pm and Saturdays ]Oarr,6pm No work on Sundays or Federal Holidays.
• Call for required inspections as noted.
INSPECTIONS
• ETraffic Control
• E-Curb/Cutter Form
• E-Engineeiing Final
PARTIAL INSPECTION DATE: INITIAL: NOTES:
PARTIAL INSPECTION DATE: INITIAL: NOTES:
FINAL INSPECTION APPROVED DATE: INITIAL:
0
0
RIGHT OF WAY COIN
TRUCTION. PERMIT ROUTING, FORM,
PERMIT#�Z�--i2a (Z20Z,-DATE RECEIVED:
r- -- I
WORKADDRESS: ZI-5 44Vc
CONTRACTOR:
.11-W
RT = Rpvipw Timp- nlpnqp lintarkha ni imhor nf hni ire neano-Infarl uvif h r%ivrraxAa1At.
PUBLIC WORKS REVIEW
STREET DIVISION: 77(:34—
Signature of Approval
Comments:. an, LA C--,-%�,
Date Received:
Date: RT:
WATER/SEWER: Ale-el�
,,44nature of Approval
Comments:
Date: 7- 1'2-z:96 RT: 2.§—
PW DIRECTOR:
Signature of Approval
Comments:
Date: -7- 0-,) P RT:
PLANNING REVIEW Date Received:
(REQUIRED ON ALL WIRELESS FACILITIES - ceff antennas, unicell, etc.)
Date: RT:
Signature of Approval
PLANNING ONLY: Please notate special conditions on face of permit.
ENGINEERING REVIEWER: wLka-,,, RT:.
F- - - - - - - - - - - - - - - - - - - - - - - - -
Return to Englneering Revi wer
COMMENTS made on the attached documents need to be done
with a RED PEN and on ALL 3 COPIES.
DATE AND INITIAL ALL CHANGES OR COMMENTS.
FRANCHISE FEE'S REQUIRED: $ (COLLECT PRIOR TO PERMIT ISSUANCE.)
COPY OF PERMIT TO SANDY CHASE
C:\My Documents\Spellman\Forms\ROW permit routing JMS.doc
City of Edmonds 'WW Permit No: 2066 —02-0-2--
RIGHT-OF-WAY CONSTRUCTION PERMIT IssueDate: 7,2J,-0(,,9
A. Address or Vicinity of Construction: 2_4'i 47" A
B. Type of Work (be mecific): 9 E L 0C. A -r i:-r P6 L E_ i461_�-714 0�� 1-,E
A 4,-1, P k2 iQ'> E: K(5 Ro PR i Ok A RY C. 0 4 i3UC-1�0R
-*1 J,%J �v �_ ii i�_L Cie -4 S 1-4 13 E b -0 i dQ, T5 ' X 0 A i I c p. v .5 5 1 At G
C. Contractor: C5 " f>6
Mailing Address: Z1016 i4vil ci9
StateLicense#: VJA qszoc
City Business License #:
D. Building Permit # (if applicable):
E. X_* Commercial
* Multi -Family
INSPECTOR:
F1 Subdivision
El Single Family
/44�,
Contact: riOg KAKALEY
Phone: .4Z!5- ur(,3.--,sZi4
Liability Insurance: Bond: $
Side Sewer Permit # (if applicable
F1 City Project EUC (PUD, VERIZON, PSE, COMCAST, OVWSD)
Other
KL C'
F. PAVEMENTCUT: [:]YES go (/G. SIZE OF CUT J' x
CONCRETE CUT: El YES 0
G. Mail Approved Permit Fj Call for Pickup
INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless from
injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of
Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense
costs and attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBITOR CREDIT WILL BEPROCESSED FORISSLANCE TO THEAPPLICANT
* Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
required training in their possession.
+ Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City -
approved material prior to the end of the workday — NO EXCEPTIONS.
* Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
I HA VE READ THE ABO VE STA TEMENTS AND UNDERSTAND THE PERMIT REQ UIREMENTS AND A CKNO WLED GE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VALLABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signature: r3d" ��e Date: -1 — -1 , 04,
(ContrX
jm-Wr- Agent)
Approved by:, e6_ FOR CITY USE ONLY
Time Authorized: Void After
Special
C4141
Right-of-way Fee:
Disruption Fee/Fund 111:
Inspection Fee: J~.4w.
Total Fee: 3 f'�
Receipt No: 40
Issued by:
&-7 _ 4f 73 3
REQUIRED INSPECTIONS: .0
c2p (2-OW e4::7�_ TV k,^7-,,0a
CaU 425-771-0220, Ext. 1326for a 24-hour voice -recorded inspection request line.
FINAL APPROVAL OF PERMITTED WORK:
Inspector's Signature
DATE:
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
CADocuments and SettingsTurtisNy Documents\Fomis\Engnrng\ROWpermit_.doc Revised 10/01/03
0
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(MAINTAINING TWO—WAY TRAFFIC. 35 MPH OR LESS)
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1005 CELL NAME:SRL
PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY
LOCATION 249 4th Ave S Edmonds, WA 98020 South County AREA
POLE. NO. SE j/4S 23 T 27 R 03 DATE 7/5/06 W.O. NO. 353090
REASON FOR WORK Relocating pole & replacing ENGINEER Kakaley TASK 03 / 06
Lid' primary for Michel DRAFTER U.G. NO.
Coh-struction SCALE nts
DATE WORK COMPLETED APPROVED DATE PRINTED
FOREMAN ENVIRO'NMENTAL ANALYSIS IDATE
FEES REQ'D 0 YES
PRIMARY OVERHEAD
0 RESIDENTIAL
0 COMMERCIAL
LEO NO.
SECONDARY OVERHEAD
BASIC FEE S
METER/CONV.POLE
PRIMARY UNDERGROUND
0 RESIDENTIAL
0 COMMERCIAL
BASIC FEE S
LEU NO.
-
E EXEMPT
0 NOT EXEMPT
0 NO
PARA. 18
ITEM
C
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PERMITS
0 TREE TRIM
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* COUNTY
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13
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(DATE GRANTED)
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BASIC FEE S
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DATE RELEASED
BASIC FEE S
FOREIGN CONTACTS
q FT.@$ 1=$
0 JPN*
STREET LIGHTING
0 JOINT TRENCH VERIZON & CATV
(� FTAS
0 JOINT BORE VERIZON & CATV
0
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POLE STENCILING
0 PRIMARY
FROM TO
0 SECONDARY
q- FT.0
TAKE OFF POLE
MISCELLANEOUS FEES
PRE-CONST. REQUIRMENTS
0 TREE TRIM 0 PUD LOCATOR
VAULT S
0 BACKHOE 0 FLAGGING
PERMIT S_
N ONE CALL DATE
-ob cost 8637-00
N,.
READY
PHASING
GIS
WORKING
TOT& DUE s 8637.00--
1 LINE
FINISHED POLE,
DATE PAID
XFMR
RECEPT NO.
JOINT USE
SERVICE ORDER NO.
LOCATION MAP PAGE 454F-6
I F(' FNI):
0 EXISTING POLE
X EXISTING POLE -TO BE REMOVED
0 NEW POLE
X NEW POLE TO REPLACE EXISTING POLE
SU13STATION Maplewood .
CIRCUIT NO. 12-S43 PHASE 2
ENGR'S TEL. *
F425-670-3214
ENGR'S PAGER
IF425-787-
75
* 55665
75
1 ph OH
* 4804
1.5
FU65A
1 ph OH
Set 45' pole 22' N 67 existing pole and frame per assembl!j 12v111 and 12VS01
tn"%Remove 145'of *2 Al prtmarg between pole 4-33 and vault A-33277
gRemove 120/240V 37.5 kVA xfmr Dist 37.5-13856
Ser
Hang now 120/240V 1.5 kVA xfmr Dist 1.5-
Ser
Voltage
Transfer pr:Lmarg. neutral. span-gug and 9/1-27969 to now pole
Strip -top -abandon old pole to Verizon/Comeast
"Mxtend the last 2'of 2PVC into vault A-33277(oustomer has
installed 55' of 2' PVC from now pole to witfun Z of vault A-33277
Frame now pole per assemblq 12UIll b!j extending the oustomer-znstalled
2"PVC up the now pole I
Run 115'of 02 Al jacketed priLmarg between now pole and vault A-33277
HANG
RMV
ISL-31355-F
4-34 SHEET OF
C:
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(MAINTAINING TWO—WAY TRAFFIC, 35 MPH OR LESS)
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CELL NAME:SRL4
PUBLIC UTILITY DISTR ICT NO.1 OF SNOHOMISH COUNTY
LOCATION 249 4th Ave S Edmonds, WA 98020 South County ARE
POLE NO. SEj/4S23 T27 R03 DATE 7/5/06 W.O. NO. 353090
REASON FOR WORK Relocating pole & replacing ENGINEER Kakaley TASK 03 / 06
UG primary for Michel DRAFTER U.G. NO.
Cor�strbction — SCALE nts
DATE WORK COMPLETED APPROVED DATE PRINTED
FOREMAN FENVIRONMENTAL ANALYSIS IDATE
FEES REQ'D X YES 0 NO
PRIMARY OVERHEAD
• RESIDENTIAL
• COMMERCIAL
LEO NO.
SECONDARY OVERHEAD
BASIC FEE S
E EXEMPT 0 NOT EXEMPT
PARA. 18 ITEM C_
O.H. U.G. COND. KV
ADD CKT.FT. PH
REM CKT.FT. PH
NET CKT.FT.
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REM CKT. FT._ PH
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PERMITS
PRIMARY UNDERGROUND
0 TREE TRIM
• RESIDENTIAL
0 STATE
• COMMERCIAL
0 COUNTY
BASIC FEE S
E CITY
LEU NO.
0
EASEMENTS
SECONDARY UNDERGROUND
0 REQUIRED
BASIC FEE S
(DATE GRANTED)
0 NOT REQUIRED
'@s I=$
UNDERGROUND PLAT
DATE RELEASED
BASIC FEE S
FOREIGN CONTACTS
fL FT.0 I=s
0 JPN*
STREET LIGHTING
0 JOINT TRENCH VERIZON & CATV
q FT.0 1=S
0 JOINT BORE VERIZON & CATV
0
WORK IN RIGHT OF WAY
POLE STENCILING
• PRIMARY
FROM TO
• SECONDARY
9 FT.0 I=s
TAKE OFF POLE
MISCELLANEOUS FEES
PRE-CONST. REQUIRMENTS
0 TREE TRIM 0 PUD LOCATOR
VAULT S
0 BACKHOE E FLAGGING
PERMIT S
E ONE CALL DATE
ob cost 8637-00
No.
READY
PHASING
GIS
WORKING
TOTAL DUE s 8637.00
FINISHED POLE/
DATE PAID
1 LINE
XFMR
RECEPT NO.
JOINT USE
SERVICE ORDER NO.
LOCATION MAP PAGE 454F-6
LEGEND:
0 EXISTING POLE
X EXISTING POLE -TO BE REMOVED
9 NEW POLE
X NEW POLE TO REPLACE EXISTING POLE
SUBSTATION Maplewood
CIRCUIT NO. 12-343 PHASE 2
ENGR'S TEL. *
1425-670-3214
ENGR'S PAGER *
F425-787-7523d
75
* 55665
75
I ph OH
* 4804
1.5
FU65A
1 ph OH
Q'*"Set 45'pole 22'N Orexisung pole and frame per assembly 12vl11 and 12VSOI
%0.1;
ARNRemove 145'of *2 Al primary between pole 4-33 and vault A-33277
6A Remove 120/240V 37.5 kVA xfmr Dist 0 37.5-13856
Ser 0
Hang now 120/240V 1.5 kVA xfmr Dist 1.5-
Ser
Voltage
Transfer primary, neutral. *pan -guy and a/1-27969 to now pole
Strzp-top-abandon old pole to Verizon/Comeast
17'�Extend the last 2'of 2'PVC into vault A-33277(customer has
installed 55' of 2' PVC from now pole to witfun 2" of vault A-33277
Frame now pole per assembly 12UIII by extending the oustomer-installed
2'PVC up the now pole
Run 115'of 02 Al jacketed primary between now pole and vault A-33277
HANG
RMV
ISL - -31355-F
4-34 SHEET OF
C
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WORK IN TRAVEL LANE
(MAINTAINING TWO—WAY TRAFFIC, 35 MPH OR LESS)
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12'SHIFT
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CELL NAME:SRL4
PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY
LOCATION 249 4th Ave S Edmonds, WA 98020 South County ARE
POLE NO. SEjAS23 T27 R03 -DATE 7/5/06 W.O. NO. 353090
REASON FOR WORK Relocating pole & replacing ENGINEER Kakaley TASK 03 / 06
UG'_ primary for Michel DRAFTER U.G. NO.
Corfstruction SCALE nts
DATE WORK COMPLETED APPROVED DATE PRINTED
FOREMAN ENVIRONMENTAL ANALYSIS DATE -
FEES REO'D X YEs r_1 NO
PRIMARY OVERHEAD
• RESIDENTIAL
• COMMERCIAL
LEO NO.
0 EXEMPT 0 NOT EXEMPT
PARA. 18 ITEM C
O.H. U.G. COND. KV
ADD CKT. FT. PH
REM CKT. FT. PH
NET CKT.FT.
Ica$ 1=$ O.H. U.G. COND. KV
SECONDARY OVERHEAD ADD CKT. FT. PH
BASIC FEE S REM CKT. FT. PH
1_0 4_, NET CKT. FT.
METER/CONV.POLE 3
PERMITS
0 TREE TRIM
PRIMARY UNDERGROUND
• RESIDENTIAL
0 STATE
• COMMERCIAL
0 COUNTY
BASIC FEE S
E CITY
LEU NO.
0
EASEMENTS
0 REQUIRED
SECONDARY UNDERGROUND
BASIC FEE S
(DATE GRANTED)
E NOT REQUIRED
'@s I =S
DATE RELEASED
UNDERGROUND PLAT
FOREIGN CONTACTS
BASIC FEE S
q FT.0 I=S
E JPN*
STREET LIGHTING
0 JOINT TRENCH VERIZON & CATV
FTAS
0 JOINT BORE VERIZON & CATV
0
WORK IN RIGHT OF WAY
POLE STENCILING
0 PRIMARY
FROM TO
0 SECONDARY
FTAS
TAKE OFF POLE
MISCELLANEOUS FEES
PRE—CONST. REQUIRMENTS
0 TREE TRIM 0 PUD LOCATOR
VAULT S
0 BACKHOE E FLAGGING
PERMIT S -
E ONE CALL DATE
Job cost 8637-0
N,.
S
READY
PHASING
$
GIS
WORKING
TOTAL DUE s 8637.00---
1 LINE
FINISHED POLE/
DATE PAID
XFMR
JOINT USE
RECEPT NO.
LOCATION MAP PAGE 454F-6
SERVICE ORDER NO.
LEGEND:
0 EXISTING POLE
X EXISTING POLE -TO BE REMOVED
e NEW POLE
X NEW POLE TO REPLACE EXISTING POLE
SUBSTATION MQpjeW00d .
CIRCUIT NO. 12-343 PHASE 2
ENGR'S TEL. *
F425-670-3214 I
ENGR'S PAGER
F 77
�25-787-=7523]
1 ph OH
(9) Set 45' pole 22' N c T existing pole and frame per assembly 12v111 and 12V601
AR\ Remove 145' of *2 Al primary between pole 4-33 and vault A-33277
Remove 120/240V 37.5 kVA xfmr Dist 37.5-13856
Ser
Hang now 120/240V 1.5 kVA xfmr Dist 1.5-
Ser
Voltage
Transfer primary, neutral. span -guy and 9/1-27969 to now pole
Strip -top -abandon old pole to Verizon/Comeast
Extend the last 2' of 2' PVC into vault A-33277(customer has
installed 55'of 2PVC from now pole to within 2of vault A-33277
Frame now pole per assembly 12UIII by extending the customer -installed
2'PVC up the now pole
Run 115' of 02 Al jacketed primary between now pole and vault A-33277
HANG
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April 23, 2008
�IA oew 5
CSVA�9- A�F�
GARY HAAKENSON
CITY OF EDMONDS MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: wwwdedmondsva.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
MEMO TO:
Edmonds School District Edmonds Fire Department
Verizon Northwest Edmonds Police Department
SNOCOM Police and Fire Dispatch Edmonds Utility Billing
SNOPAC Edmonds Public Works
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 Building/Street File
Edmonds Address FileS
Lynnwood Disposal
Comcast Cable
Waste Management Northwest
Please be advised that the attached addresses have been added to the Edmonds address
system: Existing addresses of 247, 251, and 253 4th Ave S (existing structures have been
demolished) has been changed to 249 411, Ave S (a new 8 Unit Condo).
Occupancy: R2
Tax ID Number: P270323004121
Permit/Plat/Design Review File: BLD2006-0258-
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.
Re ectfully,
U2
es In gh
oordinator
Edmonds Building Department
L\Tem))\DST's\M aster Letters\New Address4/23/2008
Incorporated August 11, 1890
Sister Citv - Hekinan, Jar)an
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su el 315
hielic ris 314 250 32 -<O
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DEPARTMENT OF BUILDINGS
f:4WrttftMtt of (9 a" kin or
PER International Building Code Section 110
P%L.- 46+Z1 — &11, P%VU 0 bunging Permit sit: zUUb-Uz*t%
Occupancy established by this certificate: Dwelling Units: 8 No. Stories: 3
R2/U
Type Construction: VA Sprink Basement: N/A
Maximum Occupant Load **89** (Per IBC 1004)
Room capacity signs, when required, must remain posted at all times.
Owner of Building: Michel Construction Inc. - Address/Tenant Space: 249-4 th Ave S
THE Michel 8 — Unit Condominium " HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE
REQUIREMENTS OF THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE AS ADOPTED BY THE CITY FOR THE GROUP AND DIVISION
OF OCCUPANCY AND THE USE FOR WHICH THE PROPOSED OCCUPANCY IS CLASSIFIED.
Issued this 27 th day of March, 2008
CHIEF BUILDING OFFICIAL
BY:
This certificate shall be posted in a conspicuous public area and shall not be removed, mutilated or obscured and shall be maintained in legible condition at all times. Any change of occupancy or use requires a building permit and a new
Certificate of Occupancy Issued by the City of Edmonds Building Official.
t..%- -.%- -^,%
wwee sees 0000600000000 see a,
Fp c' 4 2006
DONNA L. BPESKE, P.E. 6621 Foster Slough Rd. Ph: 425-334-9980
Snohomish, WA 98290 Fax:425-334-7380
SUPPLEMENTAL DETENTION SIZING CALCULATIONS
MICHEL CONSTRUCTION INC.
4 T'AVE. S. CONDOMINIUM
DATE: February 13,2006 Of
01 2 Acre-' SITE: 249-253 4 TH AVE. S.
11�1,70ry /O"j EDMONDS, WA 98020
7� 777777 P�F
3)12-EJUs
0 7367 014K
00
DRAINAGE - DETENTION - INSPECTION - GRADING & TESC
SEWER & WATER - FEASIBILITY - SITE DEVELOPMENT
0 0
MICHEL CONSTRUCTION, INC.
249-253 4"" AVE. S.
CONDOMINIUM DEVELOPMENT
February 13, 2006
REASON FOR SUPPLEMENTAL CALCULATIONS:
This Supplemental Report provides detention sizing calculations using a 4'
diameter detention pipe.
The system is designed to detain the storm water runoff from the impervious areas
of the site and release at the pre -developed 2, 10 and I 00-year storms.
A chart of the pre -developed and post -developed flows, as well as controlled post
developed flows is shown below:
DESCRIPTION
PRE -DEVELOPED
FLOWS
DEVELOPED
FLOWS
CONTROLLED
RELEASE DEV FLOWS
2-YR, 24 HR
.02 cfs
.08 cfs
.02 cfs
10-YR, 24-HR
.04 cfs
.12 cfs
.04 cfs
I 00-YR, 24-HR
.10 cfs
- 20 cfs
.10 cfs
DRAINAGE - DETENTION - INSPECTION - GRADING & TESC
SEWER & WATER - FEASIBILITY - SITE DEVELOPMENT
2/13/06 page
MICHEL CONSTRUCTION
249 4TH AVE. S.
2, 10 & 100 YR STORMS
BASIN SUMMARY
BASIN ID: A10OX NAME: EXISTING 100-YR, 24-HR
SBUH METHODOLOGY
TOTAL AREA ....... : 0.36 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : TYPElA PERVIOUS AREA
PRECIPITATION .... : 3.00 inches AREA..: 0.36 Acres
TIME INTERVAL .... : 10.00 min CN.... : 85.00
TIME OF CONC ..... : 20.34 min IMPERVIOUS AREA
ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres
CN.... : 98.00
TcReach - Sheet L: 170.00 ns:0.1500 p2yr: 1.50 s:0.0240
PEAK RATE: 0.10 cfs VOL: 0.05 Ac-ft TIME: 480 min
I
BASIN ID: AlOX NAME: 10 YR, 24-HR EXISTING
SBUH METHODOLOGY
TOTAL AREA ....... : 0.36 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : TYPElA PERVIOUS AREA
PRECIPITATION .... : 2.00 inches AREA..: 0.36 Acres
TIME INTERVAL .... : 10.00 min CN.... : 85.00
TIME OF CONC ..... : 20.34 min IMPERVIOUS AREA
ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres
CN.... : 98.00
TcReach - Sheet L: 170.00 ns:0.1500 p2yr: 1.50 s:0.0240
PEAK RATE: 0.04 cfs VOL: 0.02 Ac-ft TIME: 490 min
BASIN ID: A2X
NAME: 2 YR 24
HR EXISTING
SBUH METHODOLOGY
TOTAL AREA ....... :
0.36 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE .... :
TYPElA
PERVIOUS AREA
PRECIPITATION .... :
1.50 inches
AREA..:
0.36 Acres
TIME INTERVAL .... :
10.00 min
CN.... :
85.00
TIME OF CONC ..... :
20.34 min
IMPERVIOUS
AREA
ABSTRACTION COEFF:
0.20
AREA..:
0.00 Acres
CN.... :
98.00
PEAK RATE: 0.02
cfs VOL: 0.01
Ac-ft TIME:
490 min
1
2/13/06 page 2
MICHEL CONSTRUCTION
249 4TH AVE. S.
2, 10 & 100 YR STORMS
BASIN SUMMARY
BASIN ID: B100D
NAME: DEVELOPED 100-YR, 24-HR
SBUH METHODOLOGY
TOTAL AREA ....... :
0.36 Acres
BASEFLOWS:
0.00
cfs
RAINFALL TYPE .... :
TYPElA
PERVIOUS AREA
PRECIPITATION .... :
3.00 inches
AREA..:
0.09
Acres
TIME INTERVAL .... :
10.00 min
CN.... :
86.00
TIME OF CONC ..... :
6.30 min
IMPERVIOUS
AREA
ABSTRACTION COEFF:
0.20
AREA..:
0.27
Acres
CN.... :
98.00
PEAK RATE: 0.20 cfs
VOL: 0.07
Ac-ft TIME:
480
min
BASIN ID: B10D
SBUH METHODOLOGY
TOTAL AREA .......
RAINFALL TYPE ....
PRECIPITATION ....
TIME INTERVAL ....
TIME OF CONC .....
ABSTRACTION COEFF:
NAME: DEVELOPED 10-YR, 24-HR
0.36 Acres
BASEFLOWS:
0.00 cfs
TYPElA
PERVIOUS AREA
2.00 inches
AREA..:
0.09 Acres
10.00 min
CN.... :
86.00
6.30 min
IMPERVIOUS
AREA
0.20
AREA..:
0 27 Acres
CN.... 98.00
PEAK RATE: 0.12 cfs VOL: 0.05 Ac-ft TIME: 480 min
BASIN ID: B2D
SBUH METHODOLOGY
TOTAL AREA .......
RAINFALL TYPE ....
PRECIPITATION ....
TIME INTERVAL ....
TIME OF CONC .....
ABSTRACTION COEFF:
NAME: 2 YR 24 HR DEVELOPED
0.36 Acres
BASEFLOWS:
0.00 cfs
TYPElA
PERVIOUS AREA
1.50 inches
AREA..:
0.09 Acres
10.00 min
CN.... :
85.00
10.00 min
IMPERVIOUS
AREA
0.20
AREA. :
0 27 Acres
CN.... 98.00
PEAK RATE: 0.08 cfs VOL: 0.03 Ac-ft TIME: 480 min
2/13/06 page 4
MICHEL CONSTRUCTION
249 4TH AVE. S.
2, 10 & 100 YR STORMS
STAGE DISCHARGE TABLE
MULTIPLE ORIFICE ID No. 03
Description: ORIFICE WITH 4 FT DIA PIPE
Outlet Elev: 62.00
Elev: 61.00 ft orifice Diameter: 0.7500 in.
Elev: 64.60 ft Orifice 2 Diameter: 1.5000 in.
2/13/06
MICHEL CONSTRUCTION
249 4TH AVE. S.
2, 10 & 100 YR STORMS
STAGE DISCHARGE TABLE
MULTIPLE ORIFICE ID No. 03
Description: ORIFICE WITH 4 FT DIA PIPE
Outlet Elev: 62.00
Elev: 61.00 ft Orifice Diameter: 0.7500 in.
Elev: 64.60 ft Orifice 2 Diameter: 1.5000 in.
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
62.00
0.0000
63.10
0.0160
64.20
0.0226
65.30
0.0788
62.10
0.0048
63.20
0.0167
64.30
0.0231
65.40
0.0828
62.20
0.0068
63.30
0.0174
64.40
0.0236
65.50
0.0865
62.30
0.0084
63.40
0.0181
64.50
0.0241
65.60
0.0900
62.40
0.0097
63.50
0.0187
64.60
0.0246
65.70
0.0934
62.50
0.0108
63.60
0.0193
64.70
0.0444
65.80
0.0966
62.60
0.0118
63.70
0.0199
64.80
0.0528
65.90
0.0998
62.70
0.0128
63.80
0.0205
64.90
0.0594
66.00
0.1028
62.80
0.0137
63.90
0.0210
65.00
0.0651
62.90
0.0145
64.00
0.0216
65.10
0.0701
63.00
0.0153
64.10
0.0221
65.20
0.0746
page
4
2/13/06
MICHEL CONSTRUCTION
249 4TH AVE. S.
21 10 & 100 YR STORMS
STAGE STORAGE TABLE
UNDERGROUND PIPE ID No. P2
Description: 4 FT DIAMETER PIPE
Diameter: 4.00 ft. Length: 58.00 ft.
Slope ... : 0.0000 ft/ft
page 3
STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- >
(ft) --- cf--- --Ac-Ft- (ft) --- cf --- -- Ac-Ft- (ft) --- cf--- --AC-Ft- (ft) --- cf --- -- Ac-Ft-
62.00 0.0000 0.0000 63.10 162.90 0.0037 64.20 410.75 0.0094 65.30 643.18 0.0148
62.10 4.8541 0.0001 63.20 183.90 0.0042 64.30 433.76 0.0100 65.40 660.29 0.0152
62.20 13.624 0.0003 63.30 205.40 0.0047 64.40 456.60 0.0105 65.50 676.27 0.0155
62.30 24.835 0.0006 63.40 227.34 0.0052 64.50 479.20 0.0110 65.60 690.92 0.0159
62.40 37.932 0.0009 63.50 249.64 0.0057 64.60 501.51 0.0115 65.70 704.01 0.0162
62.50 52.584 0.0012 63.60 272.25 0.0062 64.70 523.45 0.0120 65.80 715.23 0.0164
62.60 68.556 0.0016 63.70 295.09 0.0068 64.80 544.95 0.0125 65.90 724.00 0.0166
62.70 85.667 0.0020 63.80 318.10 0.0073 64.90 565.95 0.0130 66.00 728.85 0.0167
62.80 103.77 0.0024 63.90 341.23 0.0078 65.00 586.36 0.0135 66.00 728.85 0.0167
62.90 122.75 0.0028 64.00 364.42 0.0084 65.10 606.10 0.0139
63.00 142.49 0.0033 64.10 387.62 0.0089 65.20 625.08 0.0143
L Cj
�h
Coryl
,� -,2, ch -end
6,6',?5-
0 j 0 r �10 -� e
tj se
5-Ot 'Pipe
0 F;Fe
2/13/06
MICHEL CONS,i,RUCTION
249 4TH AVE. S.
2, 10 & 100 YR STORMS
LEVEL POOL TABLE SUMMARY
MATCH INFLOW -STO- -DIS- -PEAK-> STORAGE M AT6'(-(
< -------- DESCRIPTION --------- > (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) P�F- /� r-
2 YR 24 HR ................... 0.02 0.08 P2 03 63.90 11 342.18 0, C Z
10 YR 24 HR .................. 0.04 0.12 P2 03 64.68 12 519.62 0, C4
100 YR 24 HR ................. 0.10 0.20 P2 03 65.95 13 726.20 0.10
page 2
FEB 0 9 2006
DONNA L. BRESKE, P.E. 6621 Foster Slough Rd. Ph: 425-)'AU Aj�0 DEPAFITMEN-r
Snohomish, WA 98290 Fax: 425-334-73M EMIONDS
SUPPLEMENTAL PUMP SIZING CALCULATIONS
FOR
MICHEL CONSTRUCTION INC.
4 T' AVE. S. CONDOMINIUM
DATE: February 6, 2006
SITE: 249-253 4 T' AVE. S.
EDMONDS, WA 98020
I
DRAINAGE - DETENTION - INSPECTION - GRADING & TESC
SEWER & WATER - FEASIBILITY - SITE DEVELOPMENT
0 0
MICHEL CONSTRUCTION, INC.
249-2534 TH AVE. S.
CONDOMINIUM DEVELOPMENT
February 6, 2006
REASON FOR SUPPLEMENTAL REPORT:
This Supplemental Report provides Pump Cycle Calculations as well as revised
Head calculations due to site drainage system re -design. The information contained
within this report is intended to supplement information included in the Pump Sizing
Report dated June 2, 2005 and prepared by this engineer:
Pump Sizing Parameters:
Maximum Flow Rater: 89.8 gpm
Equivalent Friction Head of pressured conveyance system: 11 feet
Elevation Difference from pump to outfall: 11 feet
TOTAL HEAD: 22 feet
DRAINAGE - DETENTION - INSPECTION - GRADING & TESC
SEWER & WATER - FEASIBILITY - SITE DEVELOPMENT
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APPROVED- AS NOTED
BY IMEERING
STREET FILE
SEPA TRAFFIC IMPACT ANALYSIS R E C E I V E D
WORK SHEET
J U N .15 2005
PERMIT COUNTER
Name of Proposed Project: Z41 4--d4A yj
Owner/Applicant:
Ri;n4e �
Nam
- M 7 5 r, 5
StreetfMailing Address
City State zip
Telephone: 4-22 72&-ZX/Z
Applicant Contact Person:
A4 I ��
Name
I_q07 &Z J4
Street/Mailing Address
&Omits
city State zip
Telephone:.. 405-- 776 _�_7 off
Traffic Engineer who prepared the Traffic Impact Analysis:
Firm Name
1. PROJECT DESCRIPTION
Contact Name
a. Street address (if known): �A?.q 4t6
b. Location:
c. Specify existing land use: 5E
Telephone
(Attach a vicinity map and siteplan.)
d. Specify proposed type and size of development: _0 MIT co"
e. When will the project begin construction and when will it be completed?
f Define proposed access locations: 4�4AAC :�iVV A60 ACCEY-
r PECEIVEF"
g. Define proposed sight distance at site egress locations:
3 7 2005
Page I PERMIT COUNTEI"
2. TRIP GENERATION
a. Existing Site Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN OUT
b. Proposed Project Trip Generation Table:
Land Use
Daily (ADT)
'Trip
PM-Pbak-Hour s
IN OUT
f
c. Net New Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN OUT
d. State assumptions and. methodology, for internal, link -diverted or passby trips:
Page 2
0
40
Five Years After Opening LOS:
With Project:
Without Project:
Note any assumptions/variations to standard analysis default values and justifications:
7. MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific traffic impacts.
8. MINIMUM MITIGATION REQUIREMENTS
Residential developments that generate ten PM peak -hour trips or less will be required to pay a $2 er PIM
peak -hour trip fee.
PM Peak -Hour Trips X $ 200 $
4
A
D.%MyDoaun=uTmm%nvmjeSEP.kTmftn*ArWyWo&dm Page 5
of EbAt
0
CITY OF EDMONDS 4f4p �00
121 5TH AVENUE NORTH, EDMONDS, WA 98020 (425) 771-0220 5
RCW 197-11-970 Determination of Nonsignificance (DNS)
DETERMINATION OF NONSIGNIFICANCE
Description of proposal: To construct an'eight-unit condominium building with fifteen parking spaces
(eleven of those are in garages) and associated grading of 2,000 cubic yards of material (File No.: ADB-
05-27)
Proponent: Michel Construction Inc.
Location of proposal, including street address if any: 247 - 4 U, Avenue S. and 251/253 - 4 th Avenue
S., Edmonds, WA
Lead agency: CITY OF EDMONDS
The lead agency has determined that the requirements for environmental analysis and protection have
been adequately addressed in the development regulations and comprehensive plan adopted under
chapter 36.70A RCW, and in other applicable local, state, or federal laws or rules, as provided by RCW
43.21C.240 and WAC 197-11-158 and/or mitigating measures have been applied that ensure no
significant adverse impacts will be created.
An environmental impact statement is not required under RCW 43.21.030(2)(c). This decision was made
after review of a completed environmental checklist and other information on file with the lead agency.
This information is available to the public on request.
There is no comment period for this DNS.
xx This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 14
days from the date below. Comments must be submitted by April 5, 2005.
Responsible Official: -Meg Gruwell
Position/Title: Senior Planner - Planning Division
Phone: 425-771-0220
Address: City of Edmonds, 121 5th Avenue North, Edmonds, WA 98020
Date: 2-2-1 o 5- Signature:
xx You may appeal this determination to Robert Chave, Planning Manager, at 121 5th Avenue
North, Edmonds, WA 98020, by filing a written appeal citing the specific reasons for the
appeal with the required appeal fee, adjacent property owners list and notarized affidavit form
no later than April 5, 2005.
You should be prepared to make specific factual objections. Contact Rob Chave to read or ask about the
procedures for SEPA appeals.
xx Posted on March 22, 2005, at the Edmonds Public Library, Edmonds Community Services
Building, and the Edmonds Post Office.
xx Distribute to "Checked" Agencies on the reverse side of this form, along with a copy of the.
Checklist.
111TET FILE RECEIVIED
JUN 15 2005
Page I of 2
ADB-05-27.DOC
3/22/05.SEPA PERMIT COUNTER
0
0
Mailed to the following along with the Environmental Checklist:
XX Environmental Review Section XX
Department of Ecology
P.O. Box 47703
Olympia, WA 98504-7703
XX COMCAST
Outside Plant Engineer, North.Region
410 Valley Ave NW #12
Puyallup, WA 98371-3317
Attachments
pc: File No. ADB-05-27
SEPA Notebook
National Marine Fisheries Service
Northwest Regional Office
7600 Sand Point Way NE
XX Applicant: Rob Michel
Michel Coutruction Inc.
7907 — 212 St. SW, #102
Edmonds, WA 98026
Page 2 of 2
ADB-05-27.DOC
3t22/05.SEPA
ED
PITY OF EDMONtS
ENVIRONMENTAL CHECKLIST
67,2 -ge�r.r( 4
Purpose of Checklist:
The State Environmental Policy Act (SEPA), chapter 43.2 1 C RCW, requires all governmental agencies to c o*nsid e*r the environmental
impacts of a proposal before making decisions. Ari environmental iipact statement (EIS) must be prepared for all proposals with
probable significant adverse inipacts on the quality of the environment. The purpose of this'checklist is to provide information to help*
you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to
help the agency decide whether an EIS is required.
Instructionsfor Applicants:
This. environmental checklist asks you to describe some basic information about your proposal. Governmental ag . encies use this
checklist to'determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer
the questions briefly, with the most precise information known, or give tho'best description yoii can.
You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be- able' to answer
the questions from your own observations or project plans without the need to hire experts.. If you really do not know the answer, or if
a question does not apply to your proposal, write "do not know" or does not apply". Complete answers to the questions now may
avoid unnecessary delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions -if
you can. If you have problems, the governmental agencies can assist you.
The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on-differe . nt parcels of
land. Attach -any additional information that will help describe your proposal or its environmental effects. The agency to which YOU
submit this checklist may ask you to ex plain.your answers or provide additional information reasonably related to determining if there
may be significant adverse impact.
NOTE: Projects generating new traffic will be required to submit a Traffic Study prepared by'a licensed Professional Civil Engineer.
Specific requirements for the Traffic Study may vary depending upon the project, and will- be provided by the City E . ngineer upon
request Please contact the Engineering Division at 425-771-3202 for specific study requirements. City review of the Triiffic Study
may require -assessment of the "Development Project Peer Review" fee of $45 plus the cost of the review. .
Use of checklistfor nonprojectproposals:
Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN I ADDITION, complete
the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D).,
For honproject -actions, the references in the checklist to the words "project," "applicant," and "property or site" should be'read as
"proposer," and "affected geographic area," respectively.
A. BACKGROUND
1. Name of proposed project, if applicable:
2. Name of applicant:
3.. . Address and phone number of applicant and contact person:
L DZ/10t
/:I 61v'A J,
Page I of 24
scpa chcdffist - pmr-dor-sm.2obi
F1-2 1) 7 2005
PERMIT COUNTER
4. Date checklist prepared:—/,2/
5. Agency requesting checklist: City ofEdmonds
6. Proposed timing or schedule (including phasing, if applicAble): o206V�'
(STAFF COMME
7. Do.you have any plans for future additions, expansion, or further activity related to or* connected w . ith this
proposal? If yes, explain.
(STAFF COMMEN
8. List any environmental information you know about that has been prepared, or will be prepared, directly relat I ed
to this proposal.
(STAFF COMMENT
9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting
the property covered by your proposal? If yes, explain.
(STAFF COMMENTS)
Page 2 of 24
sma dxddist - PW&-&r--8.30.2W1
0 0
10. List any government approvals or permits that will be needed for your proposal, if known.
As 6
(STAFF COMMENTS
11. Give brief, complete description of your proposal, including the proposed uses and size of the project and site.
There are several ques i tions later in this checklist that ask you to describe certain aspects of your proposal'. You
do not need to repeat those answers on.tbis page.
(STAFF COMAMNTS)_______1,5
12. Location of the proposal. Give sufficient information for a person to understand, the precise location of your
proposed project, including a street address, if any, and section, township, and range, if known. If'a proposal
would occur over a range of area, provide-ra nge or boundaries of the site(s). Provide legal description, site plan,
vicinity map, and topographic map, if reasonably available. While you should submit any plans required. by the
agency, you are not. required to duplicate maps or detailed plans submitted with any permit applications related.
to thischecklist.
af 7 zv
-&;f . ?'- 57- S-7-
(STAFF COMMENTS) 25 1 '12,5 1 - 4' Az S,
Page 3 of 24
wpa cheddist - pubfitd=930.2001
0
TO BE COMPLETED BY APPLICA N-T
B. ENVIRONMENTAL ELEMENTS
1. Earth
a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other-
. r
4,4t7- -
(STAFTCOMMENTS)
b. What is the steepest slope on the site (approximate percent slo 6)?
(STAFF COMME
C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, and muck)? If yoti
know the classification of agricultural, soils, specify thom"and note 2'ny. Prime farmland.
. 15-4
(STAFF COMME
d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe.
A
(STAFF COMMENTS)
Page 4 of 24
scpa dxtkW - pubkdD�8.30.2wj
0 0
e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source
of flu.
,75
a&
(STAFF COMMEN
f. Could erosion occur as a result of clearing,. construction, or use? If so, generally describe.
(STAFTCOMMENT
g. About what percent of the site will be covered with impervious surfaces after project construction ffor
example, asphalt or buildings)?
(STAFF COMMENT
h. Proposed measures to reduce or control erosion, or other impacts to th . e earth, if any:
(STAFF COMMENT
2. AIR
a. What types -of emissions to the air would result from the prOPOS21 (i.e., dust, automobile, odors, and
industrial wood smoke) during construction and when the.project is completed! If any, gene . rally describe
and gi * ve approximate quantities if known.
(STAFF COMME
Page 5 of 24
UP checkfist - pibrr_doc4,30_=1
b. Are there any off -site sources of emissions or odor that may effect your pro osal? If so, generally describe.
p
(STAFFCOMMM
c. Proposed measures to reduce or control en-dssions or other impacts to the, if any:
OK/O
(STAFF COMMEN
3. - WATER
a. Surface:
(1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and
seasonal streams, saltwater, lakes, ponds, and wetlands)? If yes, describe type and provide names. If
appropriate, state what stream or river it flows into.
(STAFF COMMENTS
(2) Will the project require any work over, in, or adjacent to (within. 200 feet) the described waters? If
yes, please describ e* and attach available plans.
(STAFF COMMENTS)
(3) Estimate the amount of fill and dredge material that would be placed in or removed from surface
water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill
material.
(STAFF CO
Page 6 of 24
UP CheMist - mi b&--dc,-8-30-2W1
0
11
(4) . Will the proposal require surface.,water withdrawals or diversions? Give general description,
Purpose, and approximate quantities if known.
Ab
(STAFF COMMENTS
(5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan.
(STAFF COMMENT
(6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the
type of waste and anticipated volume of discharge.
(STAFF COMMENT
b. Ground:
(1) Will ground water be withdrawn, or will water be discharged to ground water? Give general
description, purpose, and approximate quantities if known.
(STAFF COMMENTS)
Page 7 of 24
WP dmckW - pArr—d=&301001
(2) Describe waste material that will be -discharged into the ground from septic tanks of other sources, if
any (for example: Domestic sewage; industrial, 6ntaihin' g the following chenucaIs ... ; agricultural;
etc.). Describe the general size of the system, the number of such systems,, the number of houses to be
served (if applicable), or the number of anim0s or humans the system(s) are expected to serve.
(STAFF COMME
C. Water Ikunoff(including storm water):
(1) Describe the source of runoff (including storm water).and method of coll *
ection and disposal, if any
(include quantities, if known). Where will this -water flow? Will this water -flow into other waters?
If so, describe.
�;eoo� 7o-,/- /*-2f—,4L kC,0q-7A -t-
Q-4 7-;>' .4C 176X--v' 64-0-1
(STAFF COMMENTS)
(2) Could waste materials enter ground or surface waters? If so,.generally describe.
/V_0
(STAFF COMMENTS)
d. Proposed Measures to reduce or control surface, ground,'and runoff water impacts, if any:
SY"rrel-7
Page 8 of 24
sepa chcckfist - pubrr_&a$_30.2W1
I k 0 0
4. Plants
a. Check or circle types of vegetation found on.the site:
-�-deciduous tree: alder, maple- aspen, other: 0
evergreen tree: 'fir pine, other:
shrubs
grass
pasture
crop or grain
wet soil plants: cattail, buttercup, bulrush, skunk -cabbage, other:
water plants: water lily, eelgrass, milfbil, other:
other types of vegetation:
(STAFT COMMENT
b. What kind and amount of vegetation will be removed'braltered?
(STAFT COMMENT
C. List threatened or endangered species known to be on or near the site.
(STAFF CO
Page 9 of 24
Sepa d=krist - ri bIk-doc830-20DI
0
d. Proposed landscaping, use of native plants, or other materials to preserve or enhance vegetation on the site,
if any:
66e., of
(STAFF COMMENTS)
5. Animals
a. Check or circle any birds,and animals that have been observed on or near the site or are known to be on or
near the site:
birds: hawk, heron, eagle, songbirds, other:
mammals: deer, bear� elk, beaver, other:
fish: bass, salmon, trout, herring, shellfish, other:
(STAFF COMMENTS)
b. List any threatened or endangered species known to be on or near the site.
(STAFF COMMEN
C. Is the site part of a migration route? If so, explain.
A4
(STAFF COMMEN
Page 10 of 24
sqz chcckrzt - pA&dor-s.3o.2ooj
0
0
d. Proposed measures to preserve or enhance wildlife, if any:
(STAFF COMMENT
6. Energy and Natural Resources
a. What kinds of energ�(elecitricj patu�rals, oili wood stove, solar) Will be used to meet the completed
� tu I
is. �
c �� w e
project's energy needs. A e w e er it. Will be used -for heating, manufacturing, etc.
(STAFF COMMENTS)
b. Would your project affect the potential use of solar en
ergy by adjacent properties? If so, generally
describe.
(STAFF COMMENTS)
C. What kinds of energy conservation features ate included in the plans of this proposal? List other proposed
measures to reduce or control energy impacts, if any:
(STAFF COMMENT
Pap I I of 24
sqm d=dTm - 0ubfitdw_-&30.2001
7. Environmental Health
a. Ate there any environmental health - hazards, including exposure to toxic chemicals, risk of fire and
explosion, spill,'or hazardous waste, that could occur as a result of this proposal? If so describe.
(STAFF COMMENTS)
(1) Describe special emergency services that might be required.
(STAFF COMMENTS)
(2) Proposed measures to reduce or control environmental health hazards, if any:
(STAFF COMME
b. Noise
(1) What types of noise exist in the area which may affect your project (for example: traffic, equipment,
operation, other)?
(STAFF CO
Page 12 of 24
Sep d=Ua - pub&-&c:8.30.2001
(2) What types and levels of noise would be created by or associated with the project on a short-term or
a long-term basis (for example: traffic, construction, operationj other)? Indicate what hour's noise
would come from the site.
(STAFF COMMENT
(3) Proposed measures to reduce. or control noise impacts, if any:
V
(STAFF COMMENT
8. Land and Shoreline Use
a.
What is the current use of the site and adjacent properties?
TE
0C
(STAFF COMMENTS)—
PCAO f-'wimhar%
b. Has, the site been used for agriculture? If so, describe.
(STAFF COMMENTS) -
Page 13 of 24
sepa ch=kfist - p*kd=s.3o—N*i
C. Describe- any structures on the site.
-3
(STAFF COMMENTS)— i zy +
d. Will. any structures be demolished? If so� what?
(STAFF COMMENT
e. What is the current zoning classification- of the site?
(STAFF COMMENT
L What is the current comprehensive plan designation ofthd,site.?
(STAFF COMMEN
g. If applicable, what is the current shoreline master plan designation.of the site?
(STAFF COMMENT
Page 14 of 24
sepa chedffin -.pjbk.dD.--9-30.2Wj
h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify -
(STAFF COMMENT
L Approximately how many people would reside or work in the completed project?
(STAFF COMMENT
j. Approximately how many people would the completed 'project displace?
(STAFF COMME
L Proposed measures to avoid or reduce displacement impacts, if any:
(STAFF CO
1. Proposed measures to ensure the proposal is compatible with existi ng and projected land uses and plans, ff
any:
(STAFF COMMENT
Page 15 of 24
Sep dw*rst - PW&-dW8.30.2W1
0
9. Housing
2. Approximately how many units, would be provided, -if any? Indicate whether high, middle, or low-income
housing.
/0Y,
(STAFF COMMENTS)
b. Approximately how many units, if any would be. elin-dn2te*d? Indicate whether high, middle, or low-mcom e
housing.
3
(STAFF COMMENT
C. 1prgosed measures to reduce or control housing impacts, if . any:
W 14r
(STAFF COMMENT
-10. Aesthetics
2. What is the tallest height of any proposed structu.re(s), not including, antennas; what is the principle
exterior building material(s) proposed?
(STAFF COMMENT
Page 16 of 24
sma deddist - pubrr-d=8.30-2001
b. What views in the immediate vicinity Would be altered or obstructed?
Rome -
(STAFF COMMENT
C. Proposed measures to reduce or control aesthetic impacts, if any:
(STAFF COMMEN
11. Light and Glare
2. What type of.light or glare will.the proposal produce? What time of day would it mainly occur?
(STAFF COMMENT
b. Could light or glare from the finished project be a safety hazard or interfere with views?
(STAFF COMME
C. What existing off -site sources of light or glare may affect your'proposal?
(STAFF COMME
Page 17 of 24
sqn d-kfin - pubrr-d=&302DDI
4 1 4 9
0
d. Proposed measures to reduce or control light and glare impacts, if any:
A_IV1e_5r
(STAFF COMMENT
12.' Recreation
a. What designated and informal recreational opportunities are in the immediate vicinity?
(STAFF COMMENTS)
b. Would the proposed project displace any existing recreation uses? If so, describe.
A4
(STAFF COMMEN
Proposed measures. to reduce or control impacts on recreation, including recreation opportunities -to be
provided by the project or applicant, if any:
A /10"VZ
(STAFF COMMENTS
Page 18 of 24
nVa dm!ddW - pubUr-d=930.2001
0
13. Historic and Cultural Preservation
a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers
known to, be on or next to the site? If so, -generally describe.
(STAFF COMME
b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance
known to be on or next to the site.
(STAFF COMAMNTS
C. 'Proposed measures to reduce or control impacts, if any:
(STAFF COMMENT
14. Transportation
a. Identify public streets and highways serving the site, and describe proposed access to the existing street
system.; Show on site plans, if any.
(STAFF CO
Page 19 of 24
SCR d=krat - pMr-d=830.20oi
0
b. Is site currently served by public transit? If no, what is the approximate distance to the nearest transit
stop?
/9- L-O.Clv
(STAFF COMMENTS)
C. How many parking spaces would the completed project have? How many would the project eliminate?
(STAFF COMMENTS)
d. Will the proposal require any new roads, streets, or improvements to existing roads or streets, not including
driveways? If so, generally describe (indicate whether public or Private).
(STAFF COMMIENTS)
e. Will the project use for occur in the immediate vicinity of) water, rail, or air: transportation? If so,
generally describe.
(STAFF COMMENT
Page 20 of 24
sepa d=Wist - Pkfir—dmi-30-2WI
f. How many vehicular trips per day would be generated by the completed project? If known, indicate when
peak volumes would occur.
S—e— 7;�� 0 _C1 /
(STAFF COMMENTS)
g. Proposed measures to reduce or control transportation impacts, if any:
(STAFF COMMENTS)____:JaJj_'(
Q
15. Public Services
a. Would the project result in an increased need for public services'(for example: fire protection, police
protection, health care, schools, other)? If so, generally describe.
14-11
(STAFF COMMENT
b. Proposed measures to reduce or control direct impacts o'
n public -services, if any:
(STAFF COMMENT
Page 21 of 24
sepa dweklist - pubfir-doc:8.302DOI
C 0 1 0 0
16. Utilities
r current) available at the site:(C'-e:1e6ct1�ici g'�
Ci
a. y Cnatural,__ �..wat ' �rrefuse servi telep. on
(:sa:n�it�ary �siwe -- eptic system, other:
b. Describe the utilities that are proposed for the project, the utility providing the service, and thegenieral
construction activities.on the'site-or in the immediate vicinity whf��--nd-ght be heeded.
los
(STAFF COMMENT
C. SIGNATURE
The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to
make its decision.
Signature of Proponent
Date Submitted.
Page 22 of 24
Sep dmwin - pubrr-d=8.30M01
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It BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBUC
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DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
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PERMIT APPLICATION: 1180DAYS
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Engr. Inspection
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IN INTEREST, AGREES TO INDEMNIFX DEFEND AND HOLD HARMLESS THE CITY OF
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Fire Inspection jI5/
Receipt #
IALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
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9 DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
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CALL
This application is not a permit until signed by the
TION; AND IN DOING THE,�RK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
Building Official or his/her Deputy: and Fees are paid, and
CODE OF E OF WASHINGTON RELATING TO
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FOR INSPECTION
receipt is acknowledged In space provided.
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PANCY HAS BEEN GRANTED. UBC109/IBC110/IRC110.
ORIGINAL - FILE - YELLOW - INSPEAR
PINK -OWNER - GOLD -ASSESSOR
09/03 PRESS HARD -YOU ARE MAKING 4 COPIES
CB RIM = 57.71 CB CB 12 LEGAL DIESCRIP700N
IE (W) 56.311-8- (90.3' N of parcel)
LEGEND- 247 - 4TH AVENUE SOUTH:
2" DOMES77C SERWCE INSTALL 2" PVC TO PREVENT SSIVIH A All that portion of the Southeast quarter of the Southeast quarter of the Southeast
POWER POLE 3.68 quarter of Section 23, Township 27 North, Range 3 East, W.M., in Snohomish County,
UPSTREAM AIR LOCK RIM 6
(COPPER OR HI-MOL POLY) IE (N/S) 55.31-8-
-0- POWER POLE Vf/ Washington, described as follows:
60 59.4 PUGET
UG UNDERGROUND DR,
OP Commencing at a point 506.9 feet North of the Southeast quarter of said subdivision; SOUND
-0- = PWR POLE W/UNDERGF
UG DROP & LIGHT POLE OUND thence West 168.71 feet to the true point of beginning; thence West 122.71 feet; thence
DETEN77ON PIPE UPSTREAM AIR LOCK DETAIL = CATV POLE North 66.5 feet; thence East 122.71 feet; thence South 66.5 feet to the true point of
-4- beginning.
2 BA CKFL 0 W A SSEMBL Y
0) = POWER METER EDMONDS
4 q PER DRW NO. EZ 10 10 = POWER VAULT FERRY .
1 (Also known as Lots 33, 34, and the South half of Lot 35 and the North 4 feet of Lot 32 TERMINAL
IN LARGE ME7ER BOX LEGEND. MERIDIAN ROS V28, PG192 = HYDRANT RIM 65.72 in Block 1 of Olympic View, according to the unrecorded plat thereof).
FA: FIELD ADJUST = WATER VALVE IE (N) = 61.7-8- 251/253 - 4TH AVENUESOUTH:
RD: ROOF DRAIN = WATER METER
IE (S) = 61.828"
T
IE: INVERT ELEVATION GAS VALVE
61 YD: YARD DRAIN 10 0 10 20 SEWER CLEANCUT .1-F(W)=61.82-IN-NEW All that portion of the Southeast quarter of the Southeast quarter:of the Southeast
7RANS177ON NEW 0, quarter of Section 23, Township 27 North, Range 3 East, W.M., in Snohomish County,
�. A CBJ2-TWE 2-48" SSCO: SANITARY SEWER CLEAN OUT
SIDEWALK TO EX. SSMH: SNAITARY SEWER MANHOLE MAINTAIN 1.5' MINIMUM COVER OVER PIPE Washington, described as follows:
> W SOLID LID Commencing at a point on the East line of sold subdivision 446.9 feet North of the V)
In SITE �BIVI* WM: WATER METER PLACE DUC77LE
T
(TYP.) TOP= 68. 0 SLEEVE Southeast corner thereof; thence West 168.71 feet to the true point of beginning; thence
X CB: CATCH BASIN IRON W
Ei_ IE(N-E)=62. AROUND 6" PVC West 122.71 feet; thence North 60 feet; thence East 122.71 feet; thence South 60 feet to 2 CA TY <
60.4 1/ V- 0 LOW CONC CURB N 89*47'06" E 122.68 UNDERA ROCKERY 51 LF-6" PVC @ 0.4% ......... j the true point of beginning. 8 PARK
59.7 4'
(Also known as Tract 31 and the North 14 feet of Tract 30 and the South 21 feet of Tract
32 in Block 1 of Olympic View, according to the unrecorded plat thereof).
FIE�66
RESILIENT GA 7E 0 X IE=66
A 50 LF -4
VAL VES PER 50 LF -4' DIA ALUMINUA44 0.07" W/30" REDUCERS DT 8 VERTICAL DATUM
0
z
14
,D VERTICAL DATUM AND SITE BENCHMARK (BM) TOP SOUTHWEST BONNET BOLT ON FIRE
E Z18 - 6"
C4 _a, (A� HYDRANT OPPOSITE NORTHWEST CORNER OF SITE. ELEV = 62.26
EXIS WM TO
FIR 10 65.7
uz)Lu The drawing shown hereon does not necessarily contain all 'of the Information
7 \Ll NEW FD 62.5
IRRIGA TION 7ER
T"A obtained or developed by the surveyor in his field work, office work, or research.
WM T.RUCIM -SEDUENCEI
RE-L 4' SWEEP CB A
CONS
6G.
AS 0 WN CBJ11- TYPE 2"48- DN 12
0 1, CALL ENGINEERING INSPECTION LINE (425-771-0220, EXT, 1326) TO SET UP A PRE -CONSTRUCTION
60. CON7ROL S7RUC7VRE
4
BA PRE VENTER - .. . .. 1. < . WIGRA 7ED LID MEETING WITH OWNER, CONTRACTOR, DESIGN ENGINEER AND CITY ENGINEER,
ZNSTAL
�Ts
r
3-
2" FIRE SPRINKLER LINE C900 PVC
PER EZ10 60.0 14 2, TEMPORARY EROSION CONTROL MEASURES TO BE IN PLACE AND INSPECTED PRIOR TO ANY
TOP= 68. 0
7--.1 CONSTRUCTION OR SITE CLEARING,
REMOVE EX. WIDE SIDEWALK IE(W-E)=62.0 L> 3, REVIEW EROSION & SEDIMENTAT117N CONTROL NOTES,
n�,4 0 rr,
.118 LF 2-112 SCH 40 PVC
0
AND CE N TH 7' DE A
0 4. CONTRACTOR IS TO PROVIDE DUST CONTROL MEASURES AS REQUIRED INCLUDING STREET SWEEPING,
IL F0077NG DRAIN
Z'
I A 0 5, ROUGH GRADE, INSTALL UTILITIES & STORM SYSTEM PER PLANS,
SIDEWALK EDMONDS Df TA z
0 BOTTOM OF F0077NG=60.18 CA
170 1 "Al IAI 71 IAfin in
i� . 0.� 6, DESIGN ENGINEER SHALL INSPECT KEY PROJECT ASPECTS DURING CONSTRUCTION,
z . M
t'Llir
f Ir-IT
3 IKII-.
M
>
63.5 +
CHANNEL DRAIN,-34.5LF
0'-%,REPLACE
EX. CU AND
Trn
GUT7ER AS D E7ER NED
2
TREE DESIGNATIONS: A
By 7��y EN
20'
+ 64.0
(NUMBERS INDICATE DIAMETER
I.E. BI 6: 6" BIRCH)
Pli
63.9
BI BIRCH
61
-LOCA 7ED
60.3
b6f
CE CEDAR
DT DECIDUOUS
PO E
� *
A,
t . .
4N
DW DOGWOOD
Ss
S L
4.
.4
FIR FRUIT
MA MAPLE
Be
IN
7, rINAL GRADE, PLACE AND HYDROSEED PER NOTES & DETAILS,
8, REMOVE T.ESC, FACILITIES PER CITY APPROVAL,
CHECK VALVE
BALL VAL W IN
VAL W BOX
2 -1/ - 70 2- REDUCER
2
QUICK RELEASE UNION
rwtvitin 970JAWW.99
11 a 7
PUGET DR
CASPERS ST
z
civic
61
CENTER
PLAYFI ELD
VICINITY MAP
HUMMINGBIRD
HILL PARK
n
MAIN ST
YOST
MEMORIAL
PARK
TO NEMA 0 PANEL E, STAINLESS STEEL NOTES:
T MWIRPTV r%HPR QWAH 93V 93MIMM 'M
WI = WILLOW UVULU AIEI-ZU Uff
CB JJ- TYPE 1 �f 1. 1� /-.W q)- -, VIP THE PAVEMENT WITH TACK COAT OR SLURRY MIXTURE
J, i EQUIVALENT
TOP=61.05 ADHESIVE.
X SCH 40-l' PVC
o CHANNEL DRAIN,-67.5LF > 2-112- SCH 40 PVC law
IE=58.55-INIOUT CONDUIT FOR POKR 2. JOINTS IN EXTRUDED CEMENT CONCRETE CURB SHALL BE
t .4
66.6
DE7EN770N SY57Ehf 6 + CUT VERTICALLY AT 10 FOOT INTERVALS TO A MINIMUM
4.8 64.9 > 3 SUAIP PUMP DEPTH OF 5 INCHES. SAWED CUTS SHALL BE 1/8 INCH
DT 5
60.5 GOULD 314 HP
EMERGENCY OVERFLOW
REMOVE EXIS77NG 62 PVC -IN MINIMUM WIDTH.
oo
61jr N 89'46'40" E 122.68 Z* oo OS0712BHF OR EQUIVALENT
DRIVEWAYS AND REPLACE NTH
-57
1E .47 EXTRUDED CONCRETE CRUB
7' cifir"jAIA i v Dry rnwwn c A W 11 &A. I
WOOD FENCE
MA 8 NOTE: THE ALLEY SHALL BE WIDENED BOTTOM OF 0=54.4
Ulk ro 1,9 f , tuma MERCURY ONIOFF
DETAIL E2. 13 66. TO THE FULL WIDTH AND SHALL BE FLOAT SW TCH
60.6 ='K777 OVERLAID FORM PROPERTY LINE TO
+ 64.5 BI a
P PROPERTY LINE, ON EL-5Z4 PUMP 8AVN
OFF EL-55.4 CB16
TWE 2-010
STORM WA TER SUMP PUMP BASIN DETAIL'- CB #6
4
N. T. S.
< CONCRETE EXTRUDED CURB (7YP.) 12
M
NO 7E.- 7URN OFF THE 4
z
WATER SERVICES AT C 62.8
7HE COPR AND M
REMOVE THE LINE. 60.8
0 + 64.7 65.�4 + 65.9+
(Al 65.7
c DT 8 SEE DETAIL
A 0) 01 BELOW 1016
EXPANSION
JOINT
DUMMY
JOINT
A
':A
.4
.4
A%
14
4A:
14 A'
10, O.C.
5' O.C.
MAPLEWOOD
HILL PARK
M.
a I,, V(_1 (10
A4 0 4 66.6 SEE NOTE "A"
A
SLAB ELEVATION 62.18 6co PLAN
0 EXPANSION
+ . 1.1
P1.6 EXPANSION JOINT
JOINT
51 TO 7*
W 2X
'4 YD 11-12 " - I . 4-
CB#4rvPUMR BASIN ITOP=62.9 F 40-
4
4- 1'
44' q
TYPE 2rv48 F007ING DRAW 1E=60.9-INIOUT A
A
TOP= 62. 0 FA BOTTOM OF F007ING=60.18 NOTE.
A- IF DRIVEWAY WIDTH
IE(N)=57.47-IN RD lz�sl / / / 15' INSTALL A FULL DEPTH TYPE "Au CURB AND GUTTER DISTURBED EARTH OR
R1 a
"4 EXPANSION JOINT. FULL DEPTH 1/2' COMPACTED NATIVE MATERIAL
+65.4 66.0 OR EXPANSION UNLESS OTHERWISE SPECIFIED
)=59.5-IN 0
IE(E + o., DRIVEWAY APRON SHALL BE A MINIMUM 16" VER11CAL CURB JOINT MATERIAL BY ENGINEER
63.8 + @ 1. 67o + 64.
82 L OF 6" THICK AND SHALL BE PLACED ON (TO MATCH EXIST. ONLY)
F 6" PVC
bT. 8-, 2- OF 5/8- CSTC AND COMPACTED GRADE SECTION
LOW 5" CONC CURB N 89'46'17" E 122.67 Bi e
CONCRETE SHALL BE CLASS 3- 30OPSI
67.0 11. 6* EXPANSION CITY INSPECTION REQUIRED ON FORM WORK PRIOR
TO POUR
z WOOD FENCE NOTES:
61.)
61.3
CURB AND GUTTER SHALL BE POURED
(m W, QBe,. SEPARATELY FROM THE SIDEWALK. 02 S 6" CURB 1. CONCRETE SHALL BE CLASS 3- 300OPSI
0 1 2. CONCRETE SHALL BE BROOM FINISHED
14 :M TYPE 2-48" C6 PRIOR TO POUR. 3. SIDEWALK THICKNESS SHALL BE 5-1/2'.
TOP 68. 0 2" MIN AC PVMT CB B 4. SIDEWALK THICKNESS AT DRIVEWAYS SHAH BE 6- THICK.
DRIVEWAY CURB WNSMONk DEIAIL FOR 5. CURB AND GUTTER SHALL BE POURED SEPARATELY FROMSIDEWALK.
CURB AND GUTTER OR VER7CAL CURBS 6. CONCRETE SHALL BE SPRAYED NTH CLEAR CURING COMPOUND OR
2" CSTC RIM 66.43----' STANDARD DRIVEWAY ENTRANCE SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS.
IE (N) = 63.02-8"
.. '#4 OVERFLOW EL=66.0 4"-1-1/4"CSBC IE (S) = 62.98-8- AP11HOVED AS NOTED ItAt7V- P79C--
16' -CON CRETE SIDEWALK
PAVEMENT DETAIL IE (W) = 63.01-8- APPROVED FOR CONSTRUC11ON LtY EN IN G
ELBOW IE=64.6 ---- up- 6" �_36 6* RIM = 68.14-------, Date: TAX PARCEL NWs, SITE ADDRESS
621.2 61.5 COMPACTED IE (N/S) .59.11-8- REVID 8M Oki 27032300412000 249 4TH AVE S.
-1 SSMH B 27032300412100 EDMONDS, WA. 98020
ORIFICE DIA.=1.5" NATIVE MATERIAL CITY ENGINEER DATE
OR APPROVED Lj, -
PLASTIC OR CAST IRON GRATE 6" PVC 1.5' MIN COVER o--FILL AS REQUIRED REWSION 13: RESPOND TO CITY PLAN REWEW COMMENTS DAIED 2-28-06. DATE: 3-9-06
6 x 6" x 6' PVC 7FE NIT I
1 41 CITY GFIEDMONDS b
(121.2' S of parcel) REWSION 12.' RESPOND TO CITY PLAN REWEW COMMENTSIREWSE DE7EN77ON SY57EM. DA TE, 2-13-06 a'-'ILDING DEPARn-IE 'PEE' FILE FILE NO.
36" DIA. DETEN11ON PIPE
REVISION #1: RESPOND TO CITY PLAN REWEW COMMENT5 DAIED 9-1-05. DATE. 10-14-05
6" PVC TRENCH FILLED WITH
OURET IE=62.0 omncE EL=61.8 UTIL[TY CONFLICT NOTE:
3/4- TO 1-1/2' WASHED PREPARED BY:
14" MIN CAUTION:
12" TO 1lr N-12 OR RW PIPE .1 PVC INSIDE DIAMETER CAP ... ... GRAVEL OR PEA GRAVEL
SECURE NIH ADHESIVE & .... THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DRAINAGE, ROAD, SEWER
4\11
isz�,i,
THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING DONNA L. BRESKE, P.E.
4r MAX BY WATER FOR
A 9 MIN. 5R-ILL 0. 75N ORIF7CE IN U17LITIES WHETHER SHOWN ON THESE PLANS OR NOT V4\
"A
CEN7ER OF CAP. POTHaING THE UTIL177ES AND SURVEYING THE HORIZONTAL vg 1,
N 0 7-- 20 6621 FOSTER SLOUGH RD.
4' TO 6" PVC PIPE 4 STAINLESS STEEL SCREWS. 4' AND VERTICAL LOCA71ONS PRIOR TO CONSTRUC770N. THIS MICHEL CONSTRUCTION
CORE -DRILL HOLES .: . - 1. 6"
GROUT PIPE M BASIN SHALL INCLUDE CALLING U7707Y LOCATE AT 11
FOR YARD BASINS
I /�, 2736
NTH MULTIPLE I _::z -800-424-5555 AND THEN POTHOLING ALL OF THE N;
:A.-. CONNECTIONS
01 0
Al SNOHOMISH, WA; 98290
EXISTIIIG UTILITIES AT THEIR LOCA77ONS OF NEW UTIL17Y 4TH AVE S. CONDO'S
'j DETENTION PIPE BEDDING DETAIL CROSSNGS TO PHYSICALLY VERIFY WHETHER OR NOT
RES TRI C TOR DEVICE CB #1 CONFLCTS EXIST. LOCATION OF S41D UTILITIES AS SHOWN y PHONE: (425) 334-9980
11" CONCREM BASE
A
NOT TO SCALE ON VfSE PLANS ARE BASED UPON THE UNVERIFIED
YARD DRAIN N. T.S.. PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. EXPIRES: 11/05/07 1 FAX: (425) 3341-7380 SCAU: I"=10' DRAWN DATE: 6-2-05 SHT NO. 2 OF 2
pr V
,�, �5
u
A. 62-33'
L3.65.30'
C. (35.901
/4= 64-16AVE GKAPE
MAX /ACTUAL HEIGHT: 94,16
15T FLOOK: 62.16'
2NP FLOOK: 72.15'
3KI) FLOCK: 62,15'
1 m PE R-V-lO- u 5
5UILPING (+ EAVE5):4,67,5.O&!5Q, FT.
PKIVEWAY: 3,905.45 5Q. FT.
tlATIO: 52.505Q. FT,
TOTAL: 12,106.53 50. FT.
LOT COVERAO-E:
6,905.25 50. FT/15,517.505Q. FT. = 44%
LOT SLOPE:
4% E-W
FTA-. 2703-230-041-2100,
2703-230-041-2000.
leg 13AKKIEK FREE 5TKIPPING
PATUM POIN
KIM OF EXIOTING CATCH DAE31N 101'
NORTH OF 13ENCH MAKK. KIM 57.71
BENC]HM E
'T 13Ct
TOP 6OUT EOT [30NNET 5OLT ON
F lyp
IKE HYP PPO51TE NOKTHWE
IT
COKN IT Vk2,k(3.A A-'
30.00 1
4'FENC
W1 CL2ATIO
Z Q
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TOP
C13,\
&.95
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IE. E
5,551
Lu
Lu Z Z
U r
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us
Lu 52
, C Lu
I w
C,
0,8
0 a -.. \ - I
6" PECIPUOUO
TO DE REMOVED
4 FENCE
W1 CLEMATI.�E
61, PECIDUCUE3
'TO 13E KEMOVED E
TYPE 11
PUMP TANK
W/ PUMP
LIP = 62.00
FLOOK= XX.XX 62
MAX 5'KOCKEKY MAX,3'KOCKEKY
TOP: 65.00 TOP: Gro.00
TOE: ro2,lb TOE: 03.00
NEW TYPE 11 C13
Tor, (0-6.50 64N
/!,E. 62.00 IN/OUT
KEDSTACKED
201 �1) PORCH LIGHT
301 (1) PORCH LIGHT
0
SCALE: 1" = 10'-0"
7
'%AX 31KOCKEKY
'56 C
TOE: 4.00
47000" E
WoMm
mmmilemmm
NEW TYPE 11 C13
TOP ero.50
"%r<-.00 IN/OUT
x i
MAX 3'KOCKEKY
TO P: ro 6. 0 0
TOE: 63.1& 6
1). 1. IF LE55 THAN 11 OF COVER
I
FLANTINQ 5CHEOULE
,$) AZAELEA: 5GALLON
LA�w
0 T9UGA MERTENSIANA/
MOUNTAIN HEMLOCK: ro -12'
PINU5 NIGRA /AUSTRIAN PINE: 6-12'
ACER CIRCINATUM/VINE MAPLE: 51-101
CORNUO KOU5A/ KOU5A DOGWOOD: 6-10'
FRAXINU5 PENNOYVANICA'OUMMI'V
SUMMIT ASH: 6-10'
street trees must have a Vcallper & 0'
�ramchl toavoW comflicts wl pedeetrImme.
THUJA WAMIDAL15 / PYRAMIVAI-15: 5'
13ERL3ERIO THUM
ROYAL f3URGANDY 13AR13ERRY: I GALLON
HOOTA: I GALLON
0
PHORMIUM TENAX RU13RUM
NEW ZEALAND FLAX: 5 GALLON
(D PHODADENDRON/'UNIQUE': 24"-30"
CH015YA TERNATA/
MEXICAN ORANGE: 5 GALLON
VINCA MINOR: 4" POT5/ 24" O.C.
LAWN
ARCT05TAPHYLO5 UVA-UROI/
KINNIKINNICK: 4" POTS/ 24" O.C.
C15TUS SALVIFOLIU5 / .
5ACPELEAF ROCKROSE: I GALLON/24" O.C,
Fl-C7 IRRIGATION CONTROL PANEL
TRASH ENCL05URER TO 13E
OURROUNDED 13Y O'CEPAR FENCE
LIGHTINO rKHEPULE
A GO WATT PORCH LIGHT
HEIGHT, 7-0"
STYLE: # 6L 9456452
BY THOMAS LIGHTING
11 1 qmft��
6CEPAR GAR13AGE ENCL050RE
1X4 FENCE DCARD
---------------------------------------
`2) ro" 131KCH TO
13E KEMOVED
APPROVED BY PLANNING
In%
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STRE"'ILE
RESUB
MAR 15 2006
BUILDING DEPARTMENT
CITY OF EDMONDS
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REVISIONS:
11.07.05
02-09.06
03.15.06
zy
au
qq- qt,,
U�nl)5Uq-l-
21
IA,1�7
STREET FILE
MAR 15 2006
SUILDING DEPARTMENT
-ITY OF EDMONDS
rAVF.P,AOF- NADE
A. 62.35
13.65.30,
C. 65.901
Q. 63,20'
/4= (54.16AVE GKAPE
MAX /ACTUAL HEIGHT: 94.16'
15T FLOOK- 62.15'
2NP FLOOK: 72.16
30 FLOCK: 52.15'
IMPERVIOL15-
13UILPING (+ EAVE9): 4,675.06 5Q. FT.
PKIVEWAY: 3,905.4550. FT.
PATIO: 52.505Q. FT.
TOTAL: 12,106.&3 OQ. FT.
L COVERAGE:
6,906.25 5Q. FT./15,517..50 5Q. FT, = 44%
LOT 5LOPE:
4% E-W
PTA-. 2705-230-041-2100,
2703-230-041-2000.
M13AKKIEP\ FREEOTRIPPING
i
(0'" PECIDUOU5
TO 13E REMOVE0
TYPE 11
PUMP TANK
W/ PUMP
LIP = (32.00
FLOOK= XX-XX
30.00 1
KIM OF EMOTING CATCH 137'q-101'
I�
NOKTH OF DENCH MAF IM 57.71
TOP 5OUT EOT 5ON ET 13OLT ON
0
FIKE HYPFI NT OFFO -TE NOKTHW
COKANEK-) !4.31TE ELE 02.2ro.
IN EW WMIi A^NOzv*
62
10.00 1
7
7.701
7�
INJ
C) I
6! 15.00,
MAX 3'KOCKEKY MAX 3'KOCKEKY Ax 51 KOCKEKY
511OCKI
�OP: 65.00 TOP: (56,00 A ''5,300
(56.00
TOE: (62.1 & TOE: 65.00 400
TO 4.00
NEW TYPE 11 C13
/TOP rorobo 64"99 47 11 E
IE. 62.00 IN/OUT al
G 13IRCH TO
v ..efo' 16" PECIPUOUO TO
3" PEC
15TING HOU5E TO 13E KEMOVEP
FATIlb
M4O-A
4 0 1% OLOPE
0
0 A&CM Appl-d—=
NEW TYPE 11 C5
'4E
C5
P rof-5.50 MAX 3'KOCKERY
` To
IN/CUT P: 66.00
62,00 IN/CUT " �1
T
To 16
ITOE: (65-3.16
UOU TO
VED
. 1. IF
�Aryageftecycle
and location
-r- �
0 THAN 1'OF COVER
jlectij�n—aiii�7e
9provpd by:
HEIGHT CAL-C-5-
A 62,33
13 65.30
C 65190
12 63,20
/4 = (3-4,15 = AVE GKAPE
EX15TING GKAPE
PKOPOOEP GKAPE
PARKING REQUIEEMENTO
(3)113EP = 1-50 4.5
(1) 213ED = 1.6XI Ib
(13 DEP = 2X4 5
TOTAL REQ. = 14 SPOTO
ACTUAL = 145POT5
MAPLE
'A,
zi,
-------------
60
MAX. 14*/,-' LOPE
-------- - -Aj'
<
GHO TO 13 E KE, MI E,
EX19,
--------- ----- - ro
- --------- ----------------------------------------
(2) 6" 131KCH TO 6" WILLOI TO
13E KEMOVEI) 13E KEMO�Er
"IN
LOT LINE STAKES MUST
BE IN PLACE AT TIME OF
FOUNDATION INSPECTION
APPROVED BY PLANNING
72-
PARKING SPACES REQ'D_ 14--
PARKING SPACES PROPOSED 14
BARRIER FREE PARKING SPACES munomwo
wmum� —4...
Zone___Ld-j,s
Comer
—Flag
Setbacks
LegLfired
A&W91
Front
11".7
Sides
10'
19/
Rear
151
32,
Other
Hei&_
3o (?,IgL
RESUB
FEB 0 9 2006
SUILDING DEPARTMENT
CITY or- EDMONDS
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REVISIONS:
11.07.05
02.09.06
1:111IN I Eli:
2.09.06
-3j) s
M, Fail
ON5TRUCTION
,�..,AHEAP
W20-? 13/0
6
5HOULPER
CL05EP
W20-? D/0
36110roll
I N 5TA L L 5 1 PENA L K
CL05EP 51GN
5HOULDER
GL05EP
W20-? 13/0
ON5TRUCTION
s,.,, A HEAP
20-? 5/0
36110611
b
6
U)
KIM OF EMOTING CATCH 13A51N 101'
NORTH OR 13ENCH MARK. KIM 57.71
)P�
IKE
13
13
13
0 IN
TO DE KEN
mm
won\
PETENTIa TANK
W/ PUMP
LI I) = 62.00
FLOOK= XXOM
C3
C3
VEOT 13ONNET DOLT ON
,NT OPPOOITE NOKTHWEE)T
91TE ELEV 62.265.
NEW WM
1 r-"-r All M11'
b
0
13E
MAX5'ROCKERY
TOP: 65.15
TOE: (52.15
OvEi� 0 nn''
- — -;;44
Ml
�
WOW
15.
11,00,
- --------------------------------------------
6
...........
PAT90
..... .......
EMOTING HOU5E TO DE REMCVEP
J
4
MAX, 14% OLOPE
z
23.50
20.
50'
-------------
MAX. 5% OLOPE
12" CEPAR Tb
13E IIEMOVE�
U)
..
-54'. '60 ft
-------
----- ---- ------
(0-
.2%
OLOPE
.... . ....... . . . . . ........ ..
EXIOTING GAKAGE
TO 13E REMOVED
(0,
24.00"
A
L.
. . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . .
2 CAR PRIVATE OARAGE
TOO
N
mmmimmommm-
890 4ro' -E
mm mw7x�-
Mai
"mom, N.
16.
-4
L3
......................
MAX. 140/. 5LOPE
(D PARA EL
AL
TO
LL5 ON
LL 13E 5TRIFED
E FARKINO.
8.50
6" 131K TO
H
L
13E REMOVED
&'MAPLE TO
�0
13EREM0
---------------
z
12
(5"
DECIPLIOU5 TO
I
4
f5E
--------------
REMOVED . ......
U_
_A 6,
01
L 5LA13 ELE ON (52.16
EMOTING HOU5E TO 13E REMOVED
2 50,. 'oft,
z
z
4-- PVC 0 1% OLOPE
17.50' i
15.00
MAX. 14%5LOPE
----------
LIJ
ING HOU5
-b t3rREMOVED,
-
-------------
----------------
N 890 46(.1,711 E
WILL011
13E KEMO�E
VIZ,
aw.
0') >-* )06
.... .. . 20 5 Ift �11 S49 tii Pin
'0
_J
QW "j
to------
-----F W I lut
216th Si sw--
16tiust
plfi� stw,
>
Elm Ot� 22 th St Sw�'
to) 1>
`W 118
-d
--,I ".
220.
1' 2 �Sth St Sw
F __230th St Sw
rn
232nd
L
P1 SW
0.
236tti" st sw
ra
NOV 0 7 H:"�
13UILD1140 DEPARTMENT
CITY or- EDMOND$
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REVISIONS:
11.07.05
KEN I LU:
11.08.05
I
L,7000
NOV
0 7 20005
BUILDING
DEPARTMENT
cl-N OF EDINAONIDS
RIM - 57.71 B (90.3' N of parcel) NOTES
IE (W) - 56.31-8"
1. CATCHWINS TO BE CONSTRUCTED IN 18-M-050 QMQPMENT AEMYAL STAMA60 FOR'EROM AND SWINOTA n0N MM = WN.
LEGEMID ACCORDANCE W17H ASTU C 478 (AASHTO M
SSMH A tq?Lk�WKC 890 UNLESS OTHERWISE SHOWN A. ESC MINIMUM REQUIREMENTS. ALL AC77WVES NECESSITARNG A CLEARING OR GRADING PERMIT AND ALL U77LITY
60 59.4
A
NOTE.- INSTALL QUARRY SPPALL ROCK
AT THE REAR OF THE PROPERTY FOR
A 7EMPORARY ACCESS TO THE SITE.
POWER POLE
RIM - 63.68
NOTED IN THE WSDOT APWA
rtf Ut/tU Ii:1 (oUYVZ1Q IINU Ut MUKt: IHAN DUU LINtAL 1-ft I Ut IREENCH EXCA VA 77ON SHALL BE REQUIRED TO CONTROL
/S) 55.31-8"
SPECIFIC477ONS.
EROSION AND SEDIMENT DURING CONSTRUC77ON AND TO PERMANENTLY STABILIZE EXPOSED SOIL RESULTING FROM
-0-
UG
POWER POLE W/
UNDERGROUND DROP
2. REINFORCING SHALL BE EQUIVALENT TO
LOCKING RAME AND GRATE (SEE
CONSTRUC770N. PROJECTS INVOL WNG A CRI71CAL AREA MA Y ALSO BE REQUIRED TO COMPL Y NTH ANY COMBINA 77ON
0-0-
PWR POLE W/UNDERGF
OUND
WELDED WIRE FABRIC HAWNG A MINIMUM AREA
ST01 DWG 5-180 FOR DETAILS)
OF THE ESC MINIMUM REQUIREMENTS, COMPLIANCE WLL BE DEMONSTRA TED THROUGH THE IMPLEMENTAI70N OF AN
UG
DROP & LIGHT POLE
OF 0. 12 SQUARE INCHES PER FOOT. WaDED
APPROVED ESC PLAN, GUIDELINES FOR PREPARING ESC PLANS ARE PROVIDED IN THE MANUAL. 7HE PLAN MUST
CATV POLE
WIRE FABRIC SHALL COMPLY TO ASTM A 497
'1.
H M22 MRE FABRIC SHALL NOT BE
No
rLA
ADDRESS THE FOLLOWING REQUIREMENTS.,
POWER METER
I
C D IN H KNOCKOUTS.
T
1. ESC MINIMUM REQUIREMENT - CONSTRUC77ON ACCESS ROUTE. CONSTRUC ON
77 VEHICLE ACCESS SHALL BE,
iff lop
POWER VAULT
3, THE BOTTOM OF THE PRE= l9ASE
WHENEVER PRACTICAL, LIM17ED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED K17H QUARRY SPALL$--,QR`.
HYDRANT
SEC77ON MAY BE ROUNDED.
CRUSHED ROCK TO MINIMIZE 7HE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORIEU-,�'D k7`0 �A;.,
MERIDIAN - ROS V28, PG192
WATER VALVE
RIM 65.72
IE (N) = 61.7-8-
4. PREOW BASES Sh4u BE FURNISHED
2'X4A'X8` SOLID BRICK USED
ROAD SURFACE, 1HE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT'skma,.-Be",
WATM KAPT17P
M*f Ir (QN = al sqor�plp
WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS
MD VIMAI ArtfilCMCAff TA
REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A'CONTROLLED SEDIMENf.'DISPOSAL
29 1>1 = GAS VALVE SHALL HAVE A WALL THICKNESS OF 2' GRADE. 6* HIGH MAX. AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REh (OVED IN THIS MANNER.
10 0 10 20 ID = SEWER CLEANOUT MINIMUM. 2. ESC MINIMUM REQUIREMENT - STABILIZA77ON OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTLIRSING
AC77WRES SHALL BE STABILIZED BY SUITABLE APPLICA 71ON OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD,
5. KNOCKOUTS MAY BE ON ALL 4 SIDES 0 � &
WITH MAXIMUM DIAMETER OF 20". HYDROSEEDING, OR OTHER VEGETATION, PLAS71C COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED,
> KNOCKOUTS MAY BE EPER ROUND OR T' AND MAINTAINED IN ACCORDANCE NTH 7HE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN
ROCKERY
S TE
_u ROCKERY 1 4' HIGH SHAPED. PIPE TO BE INSTALLED IN FACTORY TABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1
3: -b
> (D I' - 4' HIGH 7HROUGH APRIL 30 AND NO MORE THAN SEWEN DAYS FROM MAY 1 7HROUGH SEPTEMBER 0)
60.41 59.7 .4- LOW 4" CONC CURB N 89*4-7'06" E 122,�B_ 6. KNOCKOUT OR CUTOUT HOLE SIZE IS J. ESC MINIMUM REQUIREMENT - PR07EC71ON OF ADJACENT PROPERRES. ADJACENT PROPER17ES SHALL BE PR07ECTEO
EQUAL TO PIPE OUTER DIAMErER PLUS FROM SEDIMENT DEPOS177ON BY APPROPRIAM7 USE OF VEGETA77VE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS,
4
CONCRETE INLET WALL 7HICKNESS 6* OR 12m CONCRETE RISER
SEC77ON CLASS 4000 DIKES OR MUL CHING, OR B Y A COMBINA 77ON OF 7HESE MEA SURES A ND 0 THER A PPROPRIA TE BYPS,
7. THE TAPER ON THE SIDES OF THE 4. ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BYPS SHALL BE REGULARLY
20' PRECAST BASE SECTION AND RISER SECTION CONCRETE INSPECTED AND MAINTAINED BY 7HE OMER '70 ENSURE CON77NUED PERFORMANCE OF 7HEIR IN7ENDED FUNC770N. ALL
4 0
0 DT 5 SHALL NOT EXCEED 112- PER 9 JA.
0 MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE NTH THE MANUAL.
z
0, 5. ESC MINIMUM REQUIREMENT OTHER BMPS. AS REQUIRED BY 7HE CITY� OTHER APPROPRIATE BYPS TO M177GATE
CONCRETE INLEr MAME AND GRATE
EXIS77NG MY TO P-7
;u FR 10
BE USED FOR Uj //////77//7-/ 00 7717 65.7 WA SPECIFIC477ONS AND MEET THE 6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND U77LITY CONSTRUC770N. THE CONSTRUC77ON OF
IV S REQUIREMENTS OF FEDERAL
NEW IS 62.5 . f UNDERGROUND U77LITY LINES SHALL SPECIFICALLY ADDRESS 7HE FOLLOWING:
SPECIFIC4770N RR-F-621D. MA77NG
IRRIGATION METER wm &-s SURFACES SHALL HE FINISHED TO ASSURE 3" A. EROSION CONTTOL FOR EXCAVATED AND STOCKPILED MATERIALS,-
-LOCA 7E--, �, Nj Cs A
A 0
RE 6.5 NON -ROCKING FIT. B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT NTH SAFETY AND SPACE CONSIDERA77ONS SHALL BE
AS SHOWN Kv DW 12 PRECAST BASE SEC77ON PLACED ON THE UPHILL SIDE OF TRENCHES,-
9. FRAME AND GRATE MAY BE (MEASUREMENT AT THE TOP OF
60.7 INSTALLED Wini FIANGE DOWN OR CAST' C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE
lo 2b"
4 12.3Y INTO RISER. ME ME) MEANS);
BA CKFL 01� PRE VEN TER
A TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING;
PER EZ 10 60.11 14 9.27o SEE TEXr SEC77ON 5-06
ICA WSDOT APWA PLAN I -A E. DAILY CLEANUP AND STREET MAINTENANCE,
17"
Z ADD1710NAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW DEVELOPMENT AND
z
REDEVELOPMENT THAT INCLUDES LAND DISTURBING AC771477ES OF GREATER 7HAN, OR EQUAL TO, ONE ACRE IN
F0077NG DRAIN _%
z ADD17ION TO MEE77NG 7HE MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY K17H ESC REQUIREMENTS LISTEO
0
0 BOTTOM OF FOOTING=60.18 m TCH13ASIN TYPE 1 BELOW.
5
rn ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, MARK CLEARING LIM17S
63.5 + ANDIOR ANY EASEMENTS, SETBACKS, SENSI 77 VEICRI nCAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES.
A ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORY WATER RUNOFF SHALL
C',
.4 R
TREE DESIGNATIONS: CO E I V457%1L, seww PA SS 7HROUGH A SEDIMEN T POND OR SEDIMEN T TRA P, OR 0 THER A PPROPRIA TE BMPS, SEDIMEN T PONDS A ND TRA PS,
[)CDI�- 1, �J-5' 2 PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BYPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE
+ 64.0 (NUMBERS INDICATE DIAMETER v FRAME AND GRATE OR RING AN OVER
I E BI 6: 6" BIRCH) 0. (GRATE OR COVER SHALL BE LOC G) CONSTRUCTED AS A FIRST STEP IN GRADING. n4FqF R114P.4Z _q;4AI I PF F11Nr77nNAI PPrnPP I AA1n nIC771PP/Mr
BI BIRCH
61 # 60.3 4F elk CE CEDAR
DT DECIDUOUS 00
DW DOGWOOD
F gir �
RX FIR FRUIT
MAk MAPLE
T .1 WI WILLOW
�`q 7
L J
-td
,�j QUARRY SPAL
6
J EN TR +
64.8 64.9
60.5
pA, 61jr N 89*46'40" E 122.68
4
WOOD FENC E
60.6 + 64.5
2 al 6 al a
61.-
61 .6- ell-
7-
>
< CONCRETE EXTRUDED CURB (TYP.)
m
z +
62.8
m
60.8
65�4
65.7
0 + 64.7 +
DT 6
01
All P
0
4� 4
A
61.1 SLAB ELEVATION 62.18 + 66.0
+ .1 T_
61.6
4
ADD QUARRY SPALL AT REAR
END OR PROPERTY IS USED FOR
F0077NG DRAIN TEMPORARY CONSTRUC77ON ACCESS.
Z,z z z
61.1 DT eV BOTTOM OF FOOTING=60.18
L
r4lsE ISOLATIOI� RZiQUIRE 13
DOM' ST1CVJAT'9R L� 0 TrOBA +65.4
J--I shown an 63.8 + + 64.7�
�DC*A 0 DCVA
i rl; I El 3 p r%, E
__A1, L Shown in 3hee: LOW 5", ON CURB B1 a
Al I
6 ------------
6.
ATION Y, X.,DCVA WOOD FENCE
3howfl on
uv ion
12tc
C14 -1' 0 1 .
'PLA, RISER OR ADJUSTMENT SECTION
j AC77WIlES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAYS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND
A HANDHOLDS MULCHED ACCORDING TO AN APPROWD 77METABLE,
P CE I
10. ESC MINIMUM REQUIREMENT - CUT AND FILL SLOPES. CUT AND nLL SLOPES SHALL BE DESIGNED AND
WA 8" FLAT SLAB COVER
CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STA61LIZED IN
L16.3 -
? ACCORDANCE NTH ESC REQUIREMENT NO. 2.
-ISS 20" X 24" OR STEPS AND LADDER 11, ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION. PROPER71ES AND WATER WAYS DOWNSTREAM FROM
24" DIAMETER
lb DEWLOPMENT SITES SHALL BE PROTEC7ED FROM EROSION DUE TO INCREASES IN 7HE VOLUME, VELOCITY, AND PEAK
1b lb FL 0 W RA TE OF S TORM WA TER RUNOFF FROM THE PROJEC T S1 TE.
GO
12 ESC MINIMUM REQUIREMENT - STABILIZA77ON OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS. ALL
48160
> TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT
166.6 Y -HOUR FREQUENCY STORM FOR E
EROSION FROM THE EXPECTED VELOCITY OF flOW FROM A TWO EAR, 24 TH
>
iwl)T 6
F DEVELOPED COND/770N. STABILIZA77ON ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS,
m .7 SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT 7HE OUTLETS OF ALL CONVEYANCE SYSTEMS.
13. ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTECTION. ALL STORY DRAIN INLETS MADE OPERABLE
DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER 7HE CONVEYANCE
MA 8 am S YS TEM N THOU T FIRS T BEING FIL TERED OR 0 THER INSE TREA TED TO REMO VE SEDIMEN T.
a
66.1 14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BYPS. ALL TEMPORARY EROSION AND SEDIMENT Coma Bmps
I SHALL BE REMOVED N7HIN JO DAYS AFTER FINAL S17F STABILIZA71ON IS ACHIEVED OR AFTER THE TEMPORARY BMPS
61 -NO LONGER NEEDED. -TRAPPED SEDIMENT -SHALL -BE REMOVED OR STABILIZED ON SIM DIS7URBED SOIL AREAS
A RE
RESUL77NG FROM REMOVAL SHALL BE PERMANENTLY STABILIZED.
z REINFORCING STEEL
'am-5.67o E . .: F (FOR PRECAST BASE WITH INTEGRAL RISE 15. ER05ION AND SEDIMENT CONTROL REQUIREMENT - DEWATERING CONSTRUCRON S17ES. DEWATERING SYSTEMS SHALL
S Tk� IF E PAIK1,16" MORT�R FILL C14 1 15 SO IN/FT IN EACH DIRECTION FOR 8'. DIA DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND.
0.
0.19 SO IN/FT IN EACH DIRECTION FOR 54
STAI L 16. EROSION AND SEDIMENT coNma REQUIREMENT - CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON
12 -PRECAST BASE WITH INTEGRAL RISER
CONSTRUC770N S17ES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUC770N SHALL
48" DIA-6" -GRAVEL BACKFILL FOR PIPE
54#0 DIA-8"-:zj,j_ ... ... .. BEDDING, 6" MIN COMPACTED BE HANDLED AND DISPOSED OF IN A MANNER 7HA T DOES NOT CAUSE CONIAMINA 77ON OF STORM WA TER.
�b,8.5 DEPTH, FOR PRECAST BASES ONLY. IZ EROSION AND SEDIMENT coNma REQUIREMENT - FINANCIAL LIABILITY. PERFORMANCE BONDING, OR 07HER
*FOR EPARATE CAST APPROPRIATE FINANCIAL INS7RUMENTS, SHALL BE REQUIRED ALL PROJECTS TO ENSURE COMPLIANCE INTH THE
C 0 Ly
IN PLA E N SEPARATE CAST IN PLACE OR SEPARATE PRECAST BASE APPROVED EROSION AND SEDIMENT Comm PLAN. [ORD. JOIJ 1, 1995].
65. 1 9-� "0" RING REINFORCING STEEL (FOR SEPARATE BASE ONLY)
0.23 SO IN/FT IN EACH DIRECTION FOR 48n DIA CMS TRUC TION SE-QUENCE2
0.19 SO IN/FT IN EACH DIRECTION FOR 54" DIA
am
66.6 PRECAST BASE JOINT
1. CALL ENGINEERING INSPECTION LINE (425-771-0220, EXT 1326) TO SET UP A PRE -
CONSTRUCTION MTG, WITH OWNER, CONTRACTOR, DESIGN ENGINEER AND CITY ENGINEER,
CATCHBASI TYPE 2r-48' 2,. TEMPORARY EROSION CONTR17L MEASURES TO BE IN PLACE AND INSPECTED PRIOR rO ANY
it .9 CONSTRUCTION OR SITE CLEARING.
fe 1., 3. REVIEW EROSION & SEDIMENTATION CONTROL NOTES,
(,Amer
0 4. CONTRACTOR IS TO PROVIDE DUST CONTROL MEASURES AS REQUIRED INCLUDING
CONCREIV 2,500 psl MINI S TREE T S WEEPING,
NN SIM' GRADE 40 R12UGH GRADE, INSTALL UTILITIES & STORM SYSTEM PER PLANS,
CLEAR COWR: J" FOR CONCRE ST -2" CLEARA 6, ESIGN ENGINEER SHALL INSPECT KEY PROJECT ASPECTS DURING CONSTRUCTION,
AGAINST SOIL - 2' FOR ALL 0 r-gaE -VAN to I Z INAL GRADE, PLACE AND HYDROSEED PER NOTES & DETAILS,
66.0 LWA77ONS TAL I �EINFORCEMENT 8 EMOVE TESC, FACILITIES PER CITY APPROVAL,
+ 0104 1 V
PARKING STALL It 61tt
WR77CAL RD FORCEMENT r" r7ki & SEDINENTA T-M CQjNT_RM -_ NDTESt
66 ee I#,-"_j4 0 160 1. D RING CONSTRUCTION, STRAW OR 13THER MATERIAL TO COVER EXPOSED EARTH SHALL BE ON
---67.0 LOCATION AND READY TO USE. IF THE NEXT WEATHER DAY FORECAST IS RAIN, THE SITE SHALL BE
TING REINF COVERED AT THE END OF THE DAY. THE SITE SHALL BE COVERED IF THE NEXT DAY IS A
CON77NUOUS NON -WORKING DAY.
0 q Ito - _SOIL ST13CKPILES ARE T13 BE COVERED WITH VISQUEEN WITHIN 24 HOURS,
to 3
CCS ipproved y: It - IMMEDIATELY FOLLOWING FINISH GRADING, FINAL LANDSCAPING IS TO BE INSTALLED OR HYDR13SEED
6 IF PAINTED ON SIGN �2
FILTER FABRIC FENCE STRIPE ce B )<gymjvv OR MULCH AREAS OF EXPOSED EARTH,
Fire PCPt-00nCur=ccBy'_ 44 1
PAINT SYMBOL W/ 3/4
Gh : .. I
civil Pl= Verifleatian BY: _j_mo
IIN
TEMPOARARY CONSTRUCTION
ENTRANCE
2 of x4" DOUGLAS FIR
(NO.1 GRADE) OR STD.
METAL FENCE POSTS
4' 0. C.
48" WDE FILTER FABRIC
MIRAF1 10OX OR EQUAL.
LAY FILTER FABIRC IN
TRENCH. 3 0_011
BACKFIL4 W/PEA GRAVEL 2
6
6
PEA GRAVE
11-6#1
6
FILTER FAVRIC FENCE DiEML
4'- 0" IF PAINTED ON PAVEMENT
PAINT SYMBOL W1 4" STRIPE
1 1 \-4-* PVC F007ING se" I
?A V -J�& -V CA L E CITY ENG INSPECTION LINE (425-771-0220, EXT. 1326) 24 HOURS IN
ax 60 '0W PP EL _-C C)
4m P CTWIM&A ED
IN FIL MR FABRIC OUTPW 0 t94 1pq A VANCE FOR ALL ENGINFE RING INSPECTIONS.
MIRAR 14ON OR L90 rujAcem
EQUIYAMT Ob
CONCRETE RETAININ WALL DETAIL ADDRESS
GRID FOR LAYOUT ONLY ZVI NOT TO SCALE APPROVD FOR CONSTRUC 249 4TH AVE S.
NOT TO BE PAINTED EDMONDS, WA. 98020
REWSION RESPOND TO CITY PLAN REWEW COMMENTS DATED 2-28-06, ADD RETAIN WALL DETAIL DATE.- 3-9-06
REWSON 12: RESPOND TO CITY PLAN REVIEW COMMENTSIREWSE DE7EN77ON SYSTEM. DATE. 2-1J-06 FILE NO.
CITY ENGINEER bATE A**�
REWSON #I: RESPOND TO CITY PLAN REVIEW COMMENTS DATED 9-1-05. DATE.- 10-14-05 Ix 8
UTILITY CONFLICT NOTE: PREPARED BY:
CAUTION:
GRADING AND TESC
THE OONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING __ 4" 1
THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING DONNA L. BRESKE, P.E.
NOTES AND DETAILS
UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY
POTHOLWG THE UTILITIES AND SURVEYING THE HORIZONTAL 6621 FOSTER SLOUGH RD. R E.'; S fi, k7nll
AND VER77CAL LOCATIONS PRIOR TO CONSTRUCTION. T141S MICHEL CONSTRUCTION MAR 15
SHALL INCLUDE CALLING UTIL17Y LOCATE AT .006
'p. A1,201
1-800-424-5555 AND THEN POTHOLING ALL OF THE . A, �-�) 4� , onvnvivu0n, "IA uurjvv
e�!-'GISTEV,"i /1" 1,b BUILDING DEPi ATIVIEW
;Pi -L �q , & CITY OF EDN ONDS
EXISTING UTILITIES AT THEIR LOCATIONS OF NEW UTIL17Y 4TH AVE S. CONDO'S
CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT PHONE: (425) 334-9980
CONFLICTS EXIST. LOCATION OF SAID UTILI'TIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED F-UPIRES: 11/ SCALE: I 10' DRAWN DATE: 6-2-05 SHT NO. I OF 2
PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. I I FAX: (425) 334-7380
CB RIM = 57.71 CB CB J2
IE (W) 56.31-8-
r_ - - I I LEGEND
INSTALL 2" PVC TO PREVENT
2" DOMES77C SERWCE POWER POLE
(COPPER OR HI-MOL POLY) UPSIREAM AIR LOCK POWER POLE V/
59.4 UG
60.1 UNDERGROUND DROP
PWR POLE W/UNDERI
DROP & LIGHT POLE
DETEN77ON PIPE UPSTREAM AIR LOCK DETAIL CATV POLE
4- 2" BACKFLOW ASSEMBLY POWER METER
PER DRW NO. EZ 10
lot FA = POWER VAULT
IN LARGE METER BOX LEGEND = HYDRANT
ZNSTAL
4 MERIDIAN ROS V28, PG192 = WATER VALVE
A. FA: FIELD ADJUST (D
RD: ROOF DRAIN I Mm FEEE�I = WATER METER
IE: INVERT ELEVATION = GAS VALVE
YD: YARD DRAIN 10 0 10 20 = SEWER CLEANCUT
IRANS17ION NEW CB12-TYPE 2-48" SSCO: SANITARY SEWER CLEAN OUT MAINTAIN 1.5' MINIMUM COVER OVER PIPE
SIDEWALK TO EX SSMH: SNAITARY SEWER MANHOLE
> WISOLID LID VjM! WATER METER PLACE DUC77LE
(90.3' N of parcel) LEGAL DIESCRIP'nON
247 - 4TH AVENUESOUTH:
S SSMH A All that portion of the Southeast quarter of the Southeast quarter of the Southeast
RIM = 63.68 quarter of Section 23, Township 27 North, Range 3 East, W.M., in Snohomish County,
IE (N/S) = 55.31-8- Washington, described as follows: PUGET
Commencing at a point 506.9 feet North of the Southeast quarter of said subdivision; SOUND
thence West 168.71 feet to the true point of beginning; thence West 122.71 feet; thence
North 66.5 feet; thence East 122.71 feet; thence South 66.5 feet to the true point of
beginning.
EDMONDS
FERRY .
(Also known as Lots 33, 34, and the South half of Lot 35 and the North 4 feet of Lot 32 TERMINAL
RIM = 65.72 in Block 1 of Olympic View, according to the unrecorded plot thereof).
IE (N) - 61.7-8- 251/253 - 4TH AVENUE SOUTH:
IE (S) = 61.82-13"
1_Fffl=61.82-1N-NEW All +Hn+ ^r+l- _f +k- cz--+k 4- 4- -C 4. " C
CASPERS ST
z
civic
CENTER
P1AYFl
QEID
11 - 4uul V1 W e outheaSL quarLer of Tne Z)OUltneast ANDERSON
quarter of Section 23, Township 27 North, Range 3 East, W.M., in Snohomish County, PARK
Washington, described as follows:
Commencing at a point on the East line of said subdivision 446.9 feet North of the cown
(TYP.) M ".. . -4 TOP= 68. 0 Southeast corner thereof, thence West 168.71 feet to the true point of beginning; thence
El CB: CATCH BASIN IRON SLEEVE I %A) 6 W
> IE(N-E)=62.0
AROUND 6" PVC 51 LF-6" PVC 0 O.4Z
T P/ V-1 N 89647'06" E UNDER ROCKERY
60.4 LOW 4'�CONC CURB 122.68
59.7 4'
IE=66 Ar
RESILIENT GA 7E 0 1
0 50 LF -4' DIA ALUMINP" 0.0% W/30" REDUCERS
VAL VES PER 0
z
E 7. 18 - VC& 0
EXIS77NG WM TO W-4
y V
ev
BE USED FOR NE W FD (a 62.5 + 3.9
IRRIGA 77ON ME7ER
WU 4' S WEEP
RE-LOCA
6a.5 CBJ1- TYPE 2,48
AS SHOWN
CONTROL STRUCTURE
611' 7� PREV
E
N 7ER 4 WIGRA TED LID
BACKFLO
2" RRE SPRINKLER LINE C900 PIAC
PER EZ 10 60.0 4 TOP= 68. 0
V
-E
REA40VE EX 5' WIDE SIDEWALK M 118 LF 2-112" SCH 40 PVC IE(W )=62.0
0
0 50 LF -4
0
z
0
W 0 Y
M T
5ED FOR
V M T
E ER
.LOCA TE
SHOW
AND REPLACE KITH 7' WIDE 0.
.0 4 FOOTING DRAIN
Z*
SIDEWALK PER EDMONDS DETAIL 4 BOTTOM OF FOORNG=60.18
0
E2. U AWWWWOM
z
N0x2NzF_- M 9'. CHANNEL DRAINr-34.5LF
PIN 63.5 +
ACE EX. CURB AND
4 TREE DESIGNATIONS:
GUT7ER AS DETERMINED 20 (NUMBERS INDICATE DIAMETER
*--0- -q- + 64.0
By THJ�� ENGINEER. 20' A I.E. BI 6: 6" BIRCH)
pc
.1 BI BIRCH
61 RE-LOCA70 EX. 60-3 - . . . . I . . . . CE CEDAR
1? . I . - -1. ' DT DECIDUOUS
C?;Pf POWER POLE & 16 DW DOGWOOD
4
FIR FRUIT it-
STTEEE LIGHT 4 1 -2;0 1
z MA MAPLE
71 WI WILLOW
CB JJ- TYPE 1 017 L
TOP=61.05
CHANNEL DRAIN--67.5LF -
IE=58.55-INIOUT
tz-
:'� I I . 64.8 64.9
DE7EAI770N SYSTEM M
dERGENCY OVERFLOW REIVOVE EXIS77NG 60.5
7 N 89*46'40" E 122.68
DRIVEWAYS AND REPLACE W TH 'It 4
P OM DS OA WOOD FENCE
7' SIDEWALK PER EDMONDS
D 0 T IL 13
ETAIL E2. 13
60.6 64.5 2 81 6
61 4h,
61'.
r
>
CONCRETE EXTRUDED CURB (TYR)
<
M
NOIE: TURN OFF THE z 4 62.8
WATER SERWCES AT Iz
THE COPR A ND M . A
REMO VE 7HE LINE. 60.8 65.;4
+ 64.7
0 DT 6
CA
0
r
44 4. r.6.o
SLAB ELEVATION 62.18 +
61A 0
4 4
CB#4r-,PUMR BA SIN
no-
r mr. nRAIN
est 142-1 1 leet; Lhence Norith DU Teelt; thence East 122.71 feet; thence South 60 feet to am PCITY < <
the true point of beginning. ARK a X
(Also known as Tract 31 and the North 14 feet of Tract 30 and the South 21 feet of Tract
32 in Block 1 of Olympic View, according to the unrecorded plat thereof).
VERTICAL DATUM
C7D VERTICAL DATUM AND SITE BENCHMARK (BM) - TOP SOUTHWEST BONNET BOLT ON FIRE
HYDRANT OPPOSITE NORTHWEST CORNER OF SITE. ELEV = 62.26
The drawing shown hereon does not necessarily contain all of the Information
obtained or developed by the surveyor in his field work, office work, or research.
TRUIC TMN.... S-E-QUENCEt
1, CALL ENGINEERING INSPECTION LINE (425-771-0220, EXT, 13R6) TO SET UP A PRE-CONSTRUCTIDN
MEETING WITH OWNER, CONTRACTOR, DESIGN ENGINEER AND CITY ENGINEER,
2. TEMPORARY EROSION CONTROL MEASURES TO BE IN PLACE AND INSPECTED PRIOR TO ANY
0 CONSTRUCTION OR SITE CLEARING,
X
> 3, REVIEW EROSION & SEDIMENTATION CONTROL NOTES,
�2
r� 4, CONTRACTOR IS TO PROVIDE DUST CONTROL MEASURES AS REQUIRED INCLUDING STREET SWEEPING,
z
0 .5, ROUGH GRADE, INSTALL UTILITIES & STORM SYSTEM PER PLANS,
M
6. DESIGN ENGINEER SHALL INSPECT KEY PROJECT ASPECTS DURING CONSTRUCTION,
7. FINAL GRADE, PLACE AND HYDROSEED PER NOTES & DETAILS,
8. REMOVE Tzsc, FAciLrTrEs PER CITY APPROVAL,
CHECK VALW
L Yr
BALL VALVE IN
VAL W BOX
2-112" TO 2' REDUCER
QUICK RELEASE UNION
ACA11kin nrl.-AWMI-C-3
PUGET DR
MCINITY MAP
HUMMINGBIRD
HILL PARK
71
MAIN ST
_LYOST
MEMORIAL
n PARK
STAINLESS' S`7ER NOTES:
TO NEMA 4X PANa E A'. RAIL SYS7EW
. - ___ GOULD A 10-20 OR 1. EXTRUDED CEMENT CONCRETE CURB SHALL BE BONDED TO
P EQUIVALENT THE PAVEMENT NTH TACK COAT OR SLURRY MIXTURE
Ali SCH 40-1" PW ADHESIVE.
2. JOINTS IN EXTRUDED CEMENT CONCRETE CURB SHALL BE
2-112" SCH 40 P1 ON CONDUIT FOR PORR CUT VER71CALLY AT 10 FOOT INTERVALS TO A MINIMUM
SUMP PUMP DEPTH OF 5 INCHES. SAWED CUTS SHALL BE 1/8 INCH
6' PVC -IN COULD 314 HP MINIMUM WIDTH.
WS0712GHF OR EQUIVALENT EX-MUDED., CON.CREIE CRUB
/E-5Z4�7ji S',-Oleoe
NOTE: THE ALLEY SHALL BE WIDENED BOT= OF 0=54.4
TO THE FULL WDTH AND SHALL BE MERCURY ONIOFF
OVERLAID FORM PROPERTY LINE M FLOAT SWTCH
ONa-5Z4 PU%' BASIN
PROPERTY LINE� OFF EL-55.4 '\_ 0 1+ ,
TYPE 2-48"
STORM WA TER SUMP PUMP BASIN DETAIL - CB 11�4_
SEE DETAIL
BELOW
cot..
NoT.S.
SEE NOTE "A"
EXPANSION EXPANSION
JOINT JOINT
N07E.-
TYPE 2"48 4 BOTTOM OF F007ING=60.18
ell
TOP=62. 0 FA A- IF DRIVEWAY WIDTH
15' INSTALL A FULL DEPTH
z EXPANSION JOINT. TYPE "A" CURB AND GUTTER
1E(N)=57.47-1N RD 66.0
44 tj 5.7 + OR
IE(E)=,59.5-IN of P VIC DRIVEWAY APRON SHALL BE A MINIMUM 160 VERTICAL CURB,"'�
@ 1. 67o + 64. OF 6" THICK AND SHALL BE PLACED ON (TO MATCH EXIST, ONLY)
63.8 + 82 LF 6 2- OF 5/8" CSTC AND COMPACTED GRADE
6T 8-
LOW 5" CONC CURB IN 89*46'17" E 122.67 BI 6 CONCRETE SHALL BE CLASS 3- 30OPSI 6# EXPANSION
---67.0 JOINT
61
61.3 CURB AND GUTTER SHALL, BE POURED
WOOD FENCE
VA a 41 SEPARATELY FROM THE SIDEWALK. 12S CURB
CITY INSPECTION REQUIRED ON FORM WORK
PRIOR M POUR.
7rE 2-48" C8
CB B
> "A TOP 68. 0 2" MIN AC PVMT DRIVEWAY CURB WNSMOML DETAIL FOR
CURB AND OU77ER OR VEOCAL CURBS
2" CSTC RIM - 66.43 STANDARD DRIVEWAY ENT-RANCE
4
4"-1-1/4"CS13C IE (11`4 = 63.02-80
'.. 44 OVERFLOW EL=66.0 IE ($ = 62.98-8" 16,
PAVEMENT DETAIL IE (MI) = 63,01-8- APPROVED FOR CONSTRUC"nON
ELBOW IE=64.6
60 6" RIM 2 68.14
IE (WS) = 59.11-8"
6212 61.5 ORIFICE DIA.=1.5 COMPACTED
NATIVE MATERIAL SSMH B CITY ENGINEER DATE
6" PVC OR APPROVED REVISION 13.1 RESPOND TO CITY PLAN REVIEW COMMENTS DATED 2-28-06. DAIE- 3-9-06
1.5' MIN COVER ,-FILL AS REQUIRED
PLASTIC OR CAST IRON GRATE (121.2' S of parcel) REVISION 12.' RESPOND TO C17Y PLAN REVIEW COMMEN7S11?EWSE DE7FN7ION SYSTEM. ' DATE. 2-1J-06
Ile- 1'. A] 6n x 6" x 6" PVC TEE 4R DIA._DETENTION PIPE REVISION /I: RESPOND TO CITY PLAN REVIEW COMMENTS DATED 9-1-05, DA7E, 10-14-05
TRENCH FILLED WITH UTILITY CONFLICT NOTE: PREPARED BY:
6" PVC
OURET IE=62.0 ORInCE EL=61.8 314" TO 1-1/2" WASHED CAUTION:
PVC INSIDE DIAMETER CAP ... ... GRAVEL OR PEA GRAVEL
le MIN Ir TO Ir N-12 OR RW PH THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIF)ING
oR
C I Wr nJ AnUCCItir A, I ,
T)01VMA T 'PPP(ZTCV 1) V
T� LOC47ION, DIMENSION AND DEPTH OF ALL EXISTING
7, ........ .......
UTILI77ES WHETHER SHOWN ON THESE PLANS OR NOT, BY
42" MAX DRILL 0.75" ORIFICE IN
I E I A 9" MIN. POTHOLING THE U77LITIES AND SURVEYING THE HORIZONTAL
0 CEN7ER OF CAP. 6621 FOSTER SLOUGH RD.
TH
20 AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. IS
NOTF_ 4" TO r PVC PIPE 4 STAINLESS S7EEL SCREWS. SHALL INCLUDE C4LLING U77LITY LOCATE AT
LI �- . 4 4 7.1 "L�.
CORE -DRILL HOLES CROUT PIPE TO BASIN 6" 2736
4 1-600-424-5555 AND THEN POTHOLING ALL OF THE & SNOHOMISH, WA 98290
NS
FOR YARD BASI 4'
Al
EXISTING UTILITIES AT THEIR LOCA77ONS OF NEW UTILITY
WIH MULnPUE L
CROSSINGS TO PHYSICALLY VERIFY WHErHER OR NOT
CONNEC'nONS (425) 334-9980
X
L
I I �- I DETENTION PIPE BEDDING DETAIL j CONFLICTS EXIST. LOCA77ON OF SAID U77LITIES AS SHOWN PHONE:
RESTRICTOR DEVICE CB 1 ON THESE PLANS ARE BASED UPON THE UNVERIFIED
6" CONCRETE BASE NOT TO SCALE I EXPIRES: 11/05/07 -7380
YARD DRAIN N. T. S. PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. FAX: (425) 334
-4
EXPANSION
JOINT
DUMMY
JOINT
4. .: f - .. 14,
:A
.4'
to
A`
%
�4
4"
4:
A
.7
�4'
10, O.C.
5' O.C.
MAPLEWOOD
HILL PARK
3b.
PLAN
5' TO 7'
2%
4A'
UNDISTURBED EARTH OR
FULL DEPTH 1/2" COMPACTED NATIVE MATERIAL
EXPANSION UNLESS OTHERWISE SPECIFIED
JOINT MATERIAL BY ENGINEER
SEc'nON
CITY INSPEC11ON REQUIRED ON FORM WORK PRIOR
TO POUR
N07FS:
1. CONCRETE SHAH BE CLASS 3- 300OPSI
2. CONCRETE SHALL BE BROOM FINISHED
3. SIDEWALK THICKNESS SHALL BE 5-1/2".
4. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK.
5. CURB AND GUTTER SHALL BE POURED SEPARATELY FROMSIDEWALK.
6. CONCRETE SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR
SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS.
CONCRETE SIDEWALK
TAX PARCEL NO's. SITE ADDRESS
27032300412000 249 4TH AVE S.
27032300412100 EDMONDS, WA. 98020
FI LE N 0.
DRAINAGE, ROAD5 SEWER &
WATER FOR
MICHEL CONSTRUCTION "UBS
4TH AVE S. CONDO'S MAR 5 2006
'..DING )EPARTMENT
OF E[WAONDS
SCALE: I"=10' DRAWN DATE: 6-2-05 SHT NO. 2 OF 2