21205 82ND PL W.PDF111111111111
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21205 82ND PL W
ADDRESS: 07 04,2/ 2, 212V --- �?�Z k!
TAX ACCOUNT/PARCEL NUMBER: ow- ez'z- �,,, 0o
BUILDING PERMIT (NEW STRUCTURE): 4)/,;yj -]iz �'9)
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: 05 - DETERMWATfON: Conditional Waiver Slu�y Required Xwaiver
DISCRETIONARY PERMIT #'S:"l
1-31,111,"<< �'hw A ZJ 11"4 6:)� 11M11,1V- J— A A.- 1—
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
FASHMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:—
SCALEDPLOT PLAN DATED:
SEWFR LID FEE
SHORT PLAT FILE:
SIDI� SEWER AS BUILT DATED:
SIDE SEWER PERMfT(S) �:
GEOTECH REPORT DATED: 4,
STREET USE / ENCROACHMENT PERMIT
FOR:
WATER METER TAP CARD DATED:
T�x) 1, � --
LOT: BLOCK:
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LATEMKIDS'PsTomis\Strect File Checklist.doe
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STATUS: ISSUED 3/27/2007
Expiration Date: 3/27/2008
Parcel No:00467400002800
YRO-PERIYONNINER
MICHEL CONSTRUCTION INC
7907 212TH ST SW STE 102
EDMONDS, WA 98026
425-776-2211
NEW SFR
VALUATION: $173,629
CITY OF EDMONDS
121 5T H AVENUE NORTH - EDMONDSWA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
#: BLOM&
BUILDING PERMIT
Address,'.21,205- 82ND.-PUW'FDM(
APPLICANT CONTRACTOR
MICHEL CONSTRUCTION INC MICHEL CONSTRUCTION INC
7907 212TH ST SW STE 102 7907 212TH ST SW STE 102
EDMONDS, WA 98026 EDMONDS, WA 98026
425-776-2211 425-776-2211
LICENSE #: MICHEC1061 D5 EXPA/19/2008
PERMIT TYPE: Residential
PERMIT GROUP: 64 - Single Family Residence Ncw
GRADING: N CYDS: 0
TYPE OF CONSTRUCTION: VI3
RETAINING WALL ROCKERY: N
OCCUPANT GROUP: R.3
OCCUPANT LOAD:
FENCE: N ( 0 X 0 FT.)
CODE: 2003
OTHER: N ------- OTHER DESC:
ZONE: RM-2.4
NUMBER OF STORIES: 2
VESTED DATE:
NUMBER OF DWELLING UNITS: I
BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0
BASEMENT: 0 1 ST FLOOR: 721 2ND FLOOR: 1005
3 RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER. 0
13RD FLOOR. 0 GARAGE. 430 DECK. 0 OTHER. 0
FRONT S ETBACK SIDESETBACK RE4R s ETBACK
REQUIRED: 15 PROPOSED: 15 IREQUIRED: 10 PROPOSED: 10::�R�EQUIRED: PROPOSED:
HEIGHT ALLOWED:30 PROPOSED:25 IREQUIRED: 10 PROPOSED: 10
SETBACK NOTES:
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED
THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27.
HlSyi9AT4' >�Q A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID
x I / 0!!p 'y' ,, — -;., , , — —, �\ /I I
ATTENTION
ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI I0/IRCI 10.
ARCHIVE APPUCANT ASSESSOR OTHER
0
0
STATUS: ISSUED BLD20060799
CONDITIONS
If Landscape Sprinkler System is being installed must provide backflow assembly test report upon installation.
Lot line stakes must be in place at the time of foundation/setback inspection.
Installation, use and maintenance of per manufacturerd equipment and components shall be per manufacturces specifications,
installations instructions, and applicable state codes. Provide manufacturer's information on site for Budding Inspector.
Approval of this foundation design is conditional subject to inspection of existing site soil conditions.
Retaining Walls must be designed and constructed to resist the lateral pressure of the retained material.
Provisions must be made for the control and drainage of surface water around buildings.
• Installer shall provide the manufacturer's installation, operating instructions, and a whole house ventilation system operation
description. A label shall be aT=d to the whole house timer control that reads "Whole House Ventilation" (see operating
instructions).
• Maximum Height 25 feet. Measured from average elevation of undisturbed soil at comers of extended building rectangle.
Subject to field check by building department.
Hose Bibbs (exterior faucets) are required to have a permanently affixed anti -siphon device installed.
In addition to the required pressure/relief valve, an approved listed expansion tank shall be installed on all hot watertanks. Per
UPC 608.
Type B or L vent connectors required on fuel -burning appliances pass ing through unheated spaces. Per IMC 803.2
Obtain Electfic'al Permit from State Department of Labor & Industries. 425-290-1309
Pursuant to UPC 605.2 a water service shutoff shall be installed on the water line as it enters the building.
Gas pipe test must be observed by City Budding Inspector, affidavits shall not be accepted.
City approved plastic piping may be used in water service piping provided that where metal water service piping is used for -
electrical grounding purposes, replacement piping shall be of like materials (UPC 604.8). A state electrical permit and
inspection is required if electrical grounding is altered, removed, improved, or added. Contact State Dept. of Labor &
Industries Electrical Division at 425-290-1309.
Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check the job card for all required City inspections including final project approval and final
occupancy inspections.
Provide combustion air perIMCChapter7 forcommercial and multi-fainily residential installations, and IRCChapter 17 forone
and two-family dwellings.
Any request forthe modification, variance or other administrative deviation (hereinafter "variance") must be specifically called
out and identified. Approval ofany plat orplan containing provisions which do not comply with City code and forwhich a
variance has not been specifically identified, request and considered by the appropriate City official in accordance with the
appropriate provision ofCity code orState lawdoes not approve any items not to code specification.
Pursuant to UPC 608 a pressure regulator valve (PRV) shall be installed near the water shutoff.
Sound/Noise originating fromtemporary construction sites as a result ofconstruction activity are exempt fromthe noise limits
of ECC Chapter 5.30 only during the hours of 7:00amto 6:00pmon weekdays and 10:00amand 6:00pmon Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction s ites/activites must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
INSPECTIONS
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE
PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6)
BUILDING (425) 771-0220 EXT. 1333 1 ENGUIEERING (425) 771-0220 EXT. 1326 1 FIRE (425) 771-0215
I PUBLIC WORKS (425) 771-0235 1 PR&TREATMINT (425) 72-5755 1 RECYCLING (425) 2754801 _J
When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being
requested, Contact Name and Phone Number, Date Prefereed, andwhether you prefer morning or afternoon.
1: 9 0
E-StorrnTightline
E-Storm Connect to Stub
EFooting Drain Connection
E,Footing Drywell
E,Water Service Line
B-Cross Connection Final
F,Engineering Final
B-Setbacks
B-Footings
B-Foundation Wall
B-Foundation Drainage
B-Isolated Footings/Piers
B-Slab Insulation
B-Plumb Ground Work
B-First Floor Framing
B-Plumb Rough In
B-Gas Test/Pipe
B-Equipment-Mech
B-E-Aefior Sheathing
B-ShcarNaifing
B-Height Verification
B-Framing
B-Wall Insulation/Caulk
B-Floor Insulation/Caulk
B-Ceiling Insulation/Caulk
B-SheetrockNafl
B-Plunibing Final
B-Mechanical Final
B-Building Final
P-Planning Final
Landscape Sprinkler Assembly Inspection
"67�) 7q7
Dennis M. Bruce, RE. za'V-O-aW
zmi� —zl7elq 2—a�-0&0- I
M. S. C. E., M. B. A. Geotechnical /Civil Engineer
June 21, 2006
JUL 0 5 20,06
BUILDING DEPAPUWff
CITY OF 0f,40INDS
City of Edmonds
c/o Michel Const., Inc. STREET FILE
7907 212t' St. SW #102
Edmonds, WA 98026
Subject: Geotechnical Evaluation I Foundation Recommendations
Pr I osed 8 Now Residences
82 Pl. W. @ 212th St. S.W. (Southeast Corner)
This engineering report presents the results of a geotechnical evaluation of the
Michel Construction property at the southeast corner of 82nd pi. W. and 2121h S W.,
Edmonds, WA. This evaluation was required due to owner / contractor concerns
regarding new residence, as well as City of Edmonds requirements.
REFERENCES:
• Overall property survey (furnished by owner)
• Site Plan by McGrew — Michel dated April 19, 2006
• Site photographs
BACKGROUND:
The overall property for this project is rectangular in shape with approximately
150 feet of frontage along 212 th SW, and approximately 162 feet of frontage along 82nd
Pl. W. (See survey and site plan).
At the times of this investigation and report, it is understood that the two existing
single family residences on 82nd Pl. W. will be demolished in conjunction with the overall
development of eight new single family town homes. The proposed access for the eight
new homes is via a central driveway off 82nd pl. W. See site plan.
The portion of the existing property that is not been developed (the easterly
portion) contains dense grasses, shrubs, and a few mature trees.
The overall property for the eight new homes contains relatively little slope with
no locations of slopes exceeding twenty percent in declination.
SOILS * FOUNDATIONS * SITE DEVELOPMENT - INSPECTION - DRAINAGE o DESIGN& PERMIT e LEGAL
P.O. Box 55502 - Shoreline, WA 98155 - (206) 546-9217 - FAX (206) 546-8442
City of Edmonds
c/o Michel Const., Inc.
June 21, 2006
Page 2
EVALUATION:
This engineer has done extensive geotechnical investigations with similar Michel
Construction projects along 212 th SW. The property immediately to the east
(approximate address 8012 212 1h St. SW) has been investigated with soil test pits and
found to contain extremely dense native sub -grade soils consisting of silty sands with
gravels.
In order to augment the existing site geotechnical information, four (4) soil test
holes were hand dug by this engineer on June 20, 2006 in the vicinity of the easterly
new homes. The findings of all four (4) test holes, as well as the adjacent sub -grade
soils (to the east) revealed similar sub -grade conditions, namely:
0" to 6"
6" to 38" (bottom of test holes)
Grasses, roots, organic silt.
Dense to very dense slightly silty
sands with aravels
No water was encountered in any of the four test holes. All test hole walls
remained vertical and stable. No sloughing or caving occurred.
CONCLUSIONS / RECOMMENDATIONS:
Based on the findings of this engineers investigation as well as experience in the
area with similar projects, the Michel Construction, Inc. property at the southeast corner
of 82nd pl. W. and 212�h SW, Edmonds, WA is aeotechnically aRproved for the
proposed eight new residences, 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 wall design, use friction factor of 0.55 and passive pressure of 350
P.O.
Geotechnical inspections are recommended if necessary per City of Edmonds.
The proposed eight homes contain minimal excavation requirements of less than
three feet excavation with standard footings. No significant geotechnical impacts
occur with this project.
City of Edmonds
cto Michel Const., Inc.
June 21, 2006
Page 3
The proposed structures 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
excavated hole, the width of the over -excavation at the bottom must be at least as 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.
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:
Paramete
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.
City of Edmonds
c/o Michel Const., Inc.
June 21, 2006
Page 4
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
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
Active Earth Pressure*
Passive Earth Pressure
Coefficient of Friction
Soil Unit Weight
Where:
Design Value
35 p.c.f.
350 p.c.f.
0.55
125 p.c.f.
(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).
The values 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.
City of Edmonds
c/o Michel Const., Inc.
June 21, 2006
Page 5
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
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 sift 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.
EXC"ATION AND SLOPES:
At the time of this investigation and report, it is understood that soil cuts will not
exceed three feet in depth (no lower basement levels are proposed). Thus, no
temporary shoring will be required for these nominal excavation depths. If site
conditions dictate, however, and soil cuts exceed four feet in depth, additional
geotechnical evaluations and recommendations for any necessary temporary shoring
are required.
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.
City of Edmonds
c/o Michel Const., Inc.
June 21, 2006
Page 6
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.
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 four 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 area 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.
City of Edmonds
c/o Michel Const., Inc.
June 21, 2006
Page 7
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
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
Coml2action
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-1557-78 (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
Ai 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.
City of Edmonds
c/o Michel Const., Inc.
June 21, 2006
Page 8
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 overall property nor the existing two
residences on 82nd Pl. W. It is understood that the new eight town homes will contain
gutters down spouts and storm water tight line connections into the existing City of
Edmonds storm water system.
Note: The sandy sub -grade soils are very capable of accepting infiltration as a
means of storm water management. If desired, this engineer could provide geotechnical
criteria for storm water infiltration design.
CONCRETE:
All 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:
At the time of this investigation and report, it is understood that minimal
excavation (less than three feet) and standard reinforced concrete foundations are
proposed.
The site contains excellent sub -grade soils and does not contain any inherent
geotechnical challenges. Thus, detailed and rigorous geotechnical inspections are not
required, unless deemed so by the City of Edmonds.
If required by the City of Edmonds, this engineer is available to provide
geotechnical inspections.
SUMMARY:
The proposed eight town home development by Michel Construction, Inc. at the
southeast comer of 82n PI W. and 212 th SW is geotechnically viable when
constructed in accordance with the recommendations herein, compliance with City of
Edmonds approved plans and requirements, and key geotechnical inspection during
construction.
City of Edmonds
c/o Michel Const., Inc.
June 21, 2006
Page 9
CLOSURE:
The findings and recommendations of this report were prepared in accordance
with generally accepted professional engineering principles and practice. No other
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.
M.
WA
61)
17405
INAL
F1 -�R-R E 8 1 40
c.c. Michel Const., Inc.
7907 212'h St. SW #102
Edmonds, WA 98026
DMB:jpb
Dennis M. Bruce, P.E.
Geotechnical / Civil Engineer
LOTCOVFRAGE
2120901-4
4577-00/12.375.00 - 37%
2121101-4 a) z
4577-00/12.000 - 38% _qz� u
------- EXISTING GRADE u
—PROPOSEDGRADE
PARKING REQUIREMENTS
(8) q 13RD - 2XR - 16
....... TOTAL REQ. - 16 SPOTS z
..... 212th SW ACrUAL - 16 SPOTS
29
A 420.25' A- C9.68'
L_ B 421.75' B- 42 .5 u
................ C
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...........
AVE GRADE - 420.RS' AVE GRADE 1211. W
21-9 #2 21211.2
A 422 A- 42..7.'
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REVISIONS:
PRINTED:
6.22.06
PLOT -PLAN
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2120901-4 .
4577-00/12,375-00 - 37%
21211 #1-4
4577-00/12,000 - j8%
------- EXJSnNG GRADE
PROPOSED GRADE
TOTAL REQ. 16 spoTS
ACTUAL - 16 SPOTS
212.9 .1
A, 4:0*21'
AVE GRADE - 420.Rg'
21209 02
A 422.00'
li: 422,70'
a 421.60'
AVE GRADE - 40 1.0.1-
21209 i3
A' 4:3-05'
B- 4 3-75'
AV& GRADE - 423.00-
21209 #4
A, 423.9V
B- 425-4-'
AVE GRADE
(L) z
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21211 01
A 419-68'
a' 420,51'
u
AVE GRADE - A20, I.-
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A. 420-70'
B- 421-49'
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D. A2.1-1'
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21211 #4
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B-426.921
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LLI
RECEIVED
r
MAR 13 2007
BUILDING DEPARTMENT
CITY OF EDMONDS
FERNCO
CONNECTAT C/o
EXISTING
CONC. 212 ST SW
LATERAL 5' 50
OFF
220 BEND bLNU
4'DEEP
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0 CITY OF EDMONDS SIDE SEWER AS -BUILT
x:::) ADDRESSi PERMIT
21205,21209,21213,21217 82ND PL W NO. MULTIPLE
CONTRACTOR, :ffOWNER, SC LEi
MI:HOSANNA CONST CHEL CONST NTS
DATE INSPECTED, INSPECTED BYi DATE DRAWNi DRAWN BY,
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CITY OF EDMONDS SIDE SEWER AS -BUILT
A
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tA 21205 82ND PL W NO, ENG20060297
CONTRACTORi HOMEOWNERi SC LEi
HOSANNA CONST MICHEL CONST I NTS
DATE INSPECTEDi INSPECTED BYi DATE DRAWNi DRAWN BY,
08-06-2007 1 JH 1 08-14-07 J.TRIEU
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k 21205,21209,21213,21217 82ND PL W MULTIPLE
CONTRACTOR, OMEOWNERi SCALEi
HOSANNA CONST :1 MICHEL CONST NTS
DATE INSPECTED, INSPECTED BYi DATE DRAWNi DRAWN BYi
At 1890 08-06-2007 JH 08-13-07 J.TRIEU
E.Djo,_
CITY OF EDMONDS SIDE SEWER AS -BUILT
c:) ADDRESS, PERMIT
21209 82ND PL W NO. ENG20060299
CONTRACTORi HOMEOWNERi SC LEi
HOSANNA CONST MICHEL CONST I NTS
DATE INSPECTEI)i INSPECTED BYi DATE DRAWNi DRAWN BYi
08-06-2007 1 JH 1 08-14-07 J.TRIEU
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0 E,0,4, CITY OF EDMONDS SIDE SEWER AS -BUILT
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ADDRESSi PERMIT
21205,21209,21213,21217 82ND PL W NO. MULTIPLE
CONTRACTOR, MEOWNERi SCALEi
HOSANNA CONST 1! MICHEL CONST I NTS
DATE INSPECTEI)i INSPECTED BY, DATE DRAW I DRAWN BYi
at 1890 V� J.TRIEU
08-06-2007 JH 08-13-07
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121213
GARAGE
4
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50 BEND
WYE 2.8'DEEPJ 6" PVCJ
CITY OF EDMONDS SIDE SEWER AS- BUILT
A
6 ADDRESSi PERMIT
tA 21213 82ND PL W NO. ENG20060297
CONTRACTOR, HOMEOWNER, SCALEi
HOSANNA CONST I MICHEL CONST I NTS
DATE INSPECTEI)i INSPECTED BYi DATE DRAWN, DRAWN BYi
08-06-2007 1 JH 1 08-14-07 J.TRIEU
FERNCO
CONNECTAT C/o
EXISTING
CONC. 212 ST SW
LATERAL 5' _-450
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DEEP
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REDUCER >
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WYE 2.5'
DEEP
G)
G)
4" C/O
Ep* CITY OF EDMONDS SIDE SEWER AS -BUILT
0
�lp
x::� ADDRESSt PERMIT
21205,21209,21213,21217 82ND PL W NO. MULTIPLE
CONTRACTOR, OMEOWNERi SC LE,
HOSANNA CONST MICHEL CONST NTS
DATE INSPECTEI)i INSPECTED BYi DATE DRAWNi DRAWN BYi
&t 1890 08-06-2007 JH 08-13-07 J.TRIEU
220 BEND
4'DEEJ
0 f Ep*
0
WYE 2'DEEJ 61' PVCJ
CITY OF EDMONDS SIDE SEWER AS -BUILT
1 ADDRESS, PERMIT
21217 82ND PL W NO. ENG20070098
CONTRACTOR, HOMEOWNER, SCALEi
HOSANNA CONST MICHEL CONST NTS
INSPECTED, INSPECTED BYi DATE DRAWNi DRAWN BYi
1 08-06-2007 1 JH 1 08-14-07 J.TRIEU
FERNCO
CONNECTAT
EXISTING
CONC.
LATERAL 5'
nFFPL
220 BEN D
4'DEEP
G)
m
LA
WYE 2.8'
DEEP
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DEEP
6" TO 4"
REDUCER
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VVYE 2.5'
DEEP
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0.2'
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---------WYE 2' >
X
DEEP >
G)
m
212 ST SW
00
N)
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21213
0 E.D*
.V, CITY OF EDMONDS SIDE SEWER AS -BUILT
It 0
ADDRESS, PERMIT
21205,21209,21213,21217 82ND PL W NO. MULTIPLE
CONTRACTORi HOMEOWNERi SCALEi
HOSANNA CONST MICHEL CONST NTS
,6k 1890 DATE INSPECTEI)i INSPECTED BYi DATE DRAWN, DRAWN BYi
08-06-2007 1 JH 1 08-13-07 J.TRIEU
0. 4 �. '15 1
#P20 CA File No:
Critical Areas Checklist
Site Information (soils/ topography/hydrology/ vegetation)
1. Site Address/ Location: D.-t ��o pi.. fl_4v,_U�s, UIA
2. Property Tax Account Number: 0 4G-lLk 001D C) 71 M
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? X yes; no.
.1f yes; how is site developed? 114"
5. Describe1he general site topography.- Check all that apply.,
Flat: less than 5-feet elevation change over entire site.
Rolling.. slopes on.site' generally. less than 15 % (a vertical rise' of 10-f6et over a horizontal
distance of 66-feet).
-.-Hilly: slopes ;� presefif on sit,& of More than,- 15 % and� less than 30% (a vertical rise of 101-feet
over a horizontal distance of 33 to 66-feet).
Steep: grade.s, of greater than 30% -present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
6. ;Other.(please describe):
6. Site contains,areas of Yeat-rou'nd standing w atei: ---Approx.' Depth:
7. Site contains areas of seasonal standin water: ;A prox. Depth:
P..
What season(s�) of. the year?..
8. Site is in theiflci6dway flo6dpJAin of
9. Site. contam''s a creek or an area w here water flows across the grounds surface? Flows are. year-round?
Flows are seasonal? (VVhat time of year?
10. 'Site is primarily: forested ..meadow ;,shrubs mixed'
urban landscaped (lawn, shrubs etc)
11. Obvious wetland is piesent on,site!
F&City-Staff Use On y
1. Plan Check Number, if applicable?
-24-�
2. Site is Zoned?
3. SCS mapped soil type(s)? tA P-s"i ClAr-It-7) �L- 16-- -4-GO
4. Critical Areas inventory or C.A. 'map indicat6sCritical Area on site?
5. Site 'within designated 'earth subsidence lan&fide'hazard area?�_ (4-0
DETERMINATION
STUDY REQUIRED., WAIVER
Reviewed t". C_*_- h, Jc�-,--
Critical Areas Check] ist/3.25.2004
of E D 020
City of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
9`� Fax: 425.771.0221
The Critical Areas Checklist contained on this form is to
be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to complete the Checklist should be easily
available from observations of the site or data available at
City Hall (Critical areas inventories, maps, or soil
surveys).
Date Received: slut 0
City Receipt #:
Critical Areas File #:
Critical Areas Checklist Fee: $135.00
Date Mailed to ADDlicant:
A property owner, or his/her authorized representative,
must fill out the checklist, sign and date it, and submit it
to the City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff -in finding and locating the
specific piece of property described on this form. In
addition, the applicant shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff'
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees
to release, indemnify, defend and hold the City of Edmonds hannless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in -whole or part upon false, misleading, inaccurate or
incomplete information furnished by the applicant, his/hei/its agents or employees.
By my *signature, I certify that the information and exhibits herewith submitied are true and correct to the best -of my
knowledge and that I am authorized to file this applicatio on the behalf of t e,9wner as listed below.
SI G*NATURE OF APPLICANVAGENT DATE
Property Owner's Authorization
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land.use application,
and grant my permission f�r the public officials and'the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attendant to this ap lication.
SIGNATURE OF OWNER to-s-
tl . // W-1- V �� 'TE
Owner pph"nt.
YZ
Name V
. 0/?,07 ?2
Street AA.&ess
MAP
City State Zip
Telephone:
Applicant Representative.*
1V*1_r) "/, c4z�;
Name
7, 7 17 * d 6 A I/L' Z
Street Address
71
City State Zip
Telephone: (g2Lr - 27d-,1�11
Email address (optional): - Email Address (optional):
NOTICE:
Nb-warranty ... of -a-ccuracy..
The -information'shown on the attached
map(s) was compiled for use by the City of
Edmonds, its Employees and Consultants.
The City of �Edm.onds does not ' warrant the
accuracy of anything set forth on these
map(�_). Any person or entity -requesting a
copy should conduct an independent
inquiry regarding the information shown on
-m a p (s), Including, but not limited to,
th-e loc'ation of any sewer stub shown. Such
sewer stubs may or may, not exist and may
or may not exist at the location shown.
Neither the City of Edmonds nor its
e rn pl- o-y e e-s o -r o ff I c e *r-,--,, -'s, h a I. I b e 1.1- a- b'Fe f o r t h e
information given on this map(s), nor for
ation provided based
any one represent
upon said map(s).
STREETFLE
APPLICATION
CARD No . ......................................
TIhe City of Edmonds
for
SIODE SEWER PERYaT
OUTSIDE INSIDE E] REPAIRS
EASEMENT No . ......................................
------------
I.V
.....................................................
CONTRACTOR ---- ......... ............................................
STREET
PERMIT No.
V
FlOVS19go. .......................
4. .......
AVENUE LOT 'No - -------- .............................................................
BLOCK No . ...............................................
NAMEADD . .............................................................................................................................................................
Date
BACXFIX,L WORK'ORDER ISSUED .......................
SEWER WORK ORDER ISSUED ..............................
I
.... DEPOSIT, $ ................. ......
Approved:
DATE.........................................
By
#P20
RIO
Critical CAFileNo. 72—
..Areas Checklist
i e
(soils/�Opo y/hydx
gr4ph 0 09Y/yegetatiqn)
2.,
OPert)r Tax A
ccount Nuinb
er.
3. Apptoximat)L- Site SiZe
(acres or s*quaro
10
this site
C'UrPEntly de'veloped"
Lyes;. no. F
ON
yes;-h6 is site� dev'61'6j�?
:5. I)esm,-be the general. site
tDpogr�phy.-!ChL
t apply.
Flat
ess ffian 5-feet ele tion change over
eva
entire site..,
Iko. on-sife gen-etally 1 than
-al
(a verfic, rLse t
of- 1046-e over a horizontal'
distance of 66-fee
Hilly- slopes. present
on more tha. - n 15% and less than $6%
.over a.'horizontal-distajj6� of 33 to 66-feet). (a vertical rise 0� 10-feet
Steep: gra&p of
greater than 30% presenfort site (a vertical rise -fee
distance of less ffian 3 -3 ,of 10
3-feet). t over a hori7-ontal
-- ---------- Othey (please desddbe
6.: Sjt6 cohtaijIs
areas �fo
Of.Ye-.. -r6izn.ds.fIim
A -ox
ppr
Site cpnta� areas of seasbriaj
Water_
Approx, Depa.
What.season(s) of thL, year? --------
Site is in the' f ic`16dwaly. jqo
6dplain
Of a water ourse.
9. Site contairis a creek or an are
a where water flows across the
Flows are seas groimds surfaqe?.;Fl
onal� ows- are year-round?.
10. sjtdjg (What time oflyear?
fore9ted
d
mea: ow shrubs,
u-rban landscaped
(lawnshru. etc)
9u� Wietland. is present on site- e -
..... . . . . . .
taff Me ol
Plart Uteck Number, if appji
cable?.
2--
SitL IS ZA)ne(!?
7
:3. mapped spil,
typqW A -,I>
CH
4.
PER INT
AT:
Occupancy established by this certificate:
I R
DEPARTMENT OF BUILDINPS
RNAT(6' AL RESIDENTIAL CODE -SEC
Ouilding P(
y
Dwell.lhg Units:
R110
it M 2006-0797
1
�'�"Type_of Constructio�� VB
No. Stories: 2 Basement: �N/A-'.
2th
t 0 7907-. SW #10'2,-,, dmonds, WA 98026
Owner of building: Michel Construc i n _,,St�,qw_*1 n
The Single Family Residence at: 2121,1*82 n Place WL�_:�__��_�_has_beeni inspected and approved complying with the
requirements of the 2003 edition of the lnternatiohalkeside6tial�Code�as.�adopted I by the City for the group and division of occupancy and
the use for which the proposed occupancy is classified_��l
Issued this 29 th day of March, 2010
Chief Building Official
By:
Any change of occupancy or use requires a buildirig peribit and a now Certificate of Occupancy issued by the City of Edmonds Building Official.
Df,PARTMENT OF BUILDINGS
PER INTERNATIONAL RESIDENTIAL CODE -SECTION R110
AT:
Occupancy established by this certifi
No. Stories: 2 Basement: ,
Owner of building:
Buil'd ing Pc
If
Dwellihg Units:
k --L�4--'Type-6f Cbhstructi
LOS
M 2006-0799
V13
The Single Family Residence at: 21206 Place �--�has-been' inspected and approved complying with the
requirements of the 2003 edition of the Internatiohal. kesideritiaVCodeas�adopted by the City for the group and division of occupancy and
the use for which the proposed occupancy is class ifie&�����
Issued this 29th day of March, 2010
Chief Building Official
. I I
By:
Any change of occupancy or use requires a building permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official.
PER
AT: 2120782 n1 Pla
Occupancy established by this certificate:
No. Stories: 2
Owner of building:
DEPARTMENT OF BUILDINGS
ERNATIONAL* RESIDENTIAL CODE,SECTI(
Bui Iding Pern
3— Dwell.ihg Units:
—"Type-of Construction
/A-,
R110
it #: 2006-0801
The Single Family Residence at: 21207-82"'lPla'ce W.:�-, �—L— --has-beerf inspected and approved complying with the
requirements of the 2003 edition of the Internatiohal Res ideritiaModwavadopted - by the City for the group and division of occupancy and
the use for which the proposed occupancy is classified
Issued this 29th day of March, 2010
Chief Buildina Official
By:
Any change of occupancy or use requires a building permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official.
PERINTER
AT:
Occupancy established by this certificate:
A
Df,PARTMENT OF- BUILDINGS
MATIONAL R ESIDENTIAL CO6E,SECTION R110
'R6ildi�glOqrmit 2006-0795
DWell.iiig Units:
N/A- f, e-6f Construction
Basement:
No. Stories: 2 'j Typ
Owner of building:
Michel Con
The Single Family Residence at: 2120982 n4lalc"e' W.-t2-, �---�---has-been inspected and approved complying with the
requirements of the 2003 edition of the Internatiohal Res ideritiaVCodeas�adopted by the City for the group and division of occupancy and
the use for which the proposed occupancy is classified
Issued this 29 th day of March, 2010
Chief Building Official
By:
Any change of occupancy or use requires a buildifig permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official.
DE
PERINTERN
AT: 2121382 nd Place W
Occupancy established by this certificate:_
No. Stories: 2 Basement: —
Owner of buildi
1AFV
'MENT OF BUILDIN!PS
RESIDENTIAL COD&SECTION R1 10
Building Permit M 2006-0794
)well.ihg U61ts:
j--,�ype.,of Con'structio� VB
ndlThe Single Family Residence at: 21213 82 Place W. ��---�-:—has-beeh inspected and approved complying with the
requirements of the 2003 edition of the Internatiohal Res ideritial-Cadwasa-dopted I by the City for the group and division of occupancy and
the use for which the proposed occupancy is classifie�d���"z�����
Issued this 29 th day of March, 2010
Chief Building Official
By:
Any change of occupancy or use requires a building permit and a now Certificate of Occupancy issued by the City of Edmonds Building Official.
ity
AIM
D�E,PARTMENT OF BUILDIN - !PS
PER INTERNATIONAL RESIDENTIAL CODE,SECTION R110
nd
AT: 2121582 Place W
B i I d i n g 'P e- rt i t M 2006-0796
Occupancy established by this certificate: R3 Dwellih g* Units:
y e of nstruct o
No. Stories: 2 Basement: ��/A C61 i n VB
TYlp
7— —
Owner of building: Michel Constructk n /,-190*;r�'-i�2t�tSt-SW-,.,.-.-Edmonds. WA 98026
\. '2nd
The Single Family Residence at: 21215 8 1place W-:�--�—�—has-been inspected and approved complying with the
requirements of the 2003 edition of the Internatiohal Res iden'tial--Code�as�adopted by the City for the group and division of occupancy and
the use for which the proposed occupancy is class ifie�&�����
Issued this 29 th day of March, 2010
Chief Building Official
N 14-, 11 1 j
By:
Any change of occupancy or use requires a building permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official.
DEPACRITOMEN'T OF-,bU4';1_LIjIN,9S
PER INTERNATIONAL RESIDENTIAL CODE -SECTION R110
AT:
Occupancy established by this certificate:
No. Stories: 2
Owner of building:
Basement:
Michel CoF
�'Puilding
7
I Dwellihg Units:
The Single Family Residence at: 2121
requirements of the 2003 edition of the Internati
the use for which the proposed occupancy is cla&
By:
e-6f Constructio
!it #: 2006-0798
li'inspected and approved complying with the
by the City for the group and division of occupancy and
Issued this 29 th day of March, 2010
Chief Building Official
Any change of occupancy or use requires a building permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official.
CP
(ity :0.A
L
D f kk—T—M E N IRGS
PER INTERNATIONAL RESIDENTIAL CODE -SECTION R110
"d
AT: 2121982 Place W �_Build'in�g Permit M 2006-0800
Occupancy established by this certificate: R3 Dwelllhg Units:
ype-of - CorjSt UCt,o
No. Stories: 2 Basement: ��/X� 'IT r VB
-1 "'ype-o'-'
.>th f" w 1
�V —_r,��—,-1,55VII�Stf_q Iii n !,Edrnonds., WA 98026
Owner of building: Michel Constructh
n�jThe Single Family Residence at: 21219 82 Place has�_bee-n inspected and approved complying with the
requirements of the 2003 edition of the Internatio6al kesideritiakCode-as�adoptdd by the City for the group and division of occupancy and
the use for which the proposed occupancy is classified.
Issued this 29 th day of March, 2010
Chief BuildirtgOfficial
By:
Any change of occupancy or use requires a builcring permit and a now Certificate of Occupancy issued by the City of Edmonds Building Official.
CITY OF EDMONDS
121 5TH AVENUE NORTH * EDMONDS, WA 98020 * (425) 771-0220 - FAX (425) 771-0221
1 Website: wwwdedmondsma.us
%.� - �__ - DEVELOPMENT SERVICES DEPARTMENT
111c.,S9,11 Planning - Building - Engineering
August 22, 2006
MEMO TO:
Edmonds School District
Verizon Northwest
SNOCOM Police and Fire Dispatch
SNOPAC
Snohomish County E911
U.S. Post Office
Snohomish County Assessor's Office
Snohomish County Information Services
Snohomish County P.U.D.
Puget Sound Energy
Edmonds Fire Department
Edmonds Police Department
Edmonds Utility Billing
Edmonds Public Works
Edmonds Building/Street File
Edmonds Address Files
Lynnwood Disposal
Comcast Cable
Waste Management Northwest
GARY HAAKENSON
MAYOR
Please be advised that the attached addresses have been added to the Edmonds address
system: Existing addresses of 21207 and 21211 to be demolished (existing SFR's).
Existing Address of 21207 82nd P1 W, Change to: 21217, 21213, 21209, and 21205 82nd PI W
Existing Address of 21211 82nd P1 W, Change to: 21219, 21215, 21211, and 21207 82nd PI W
Occupancy: R5
Tax ID Number: 467400002700 & 467400002800
Design Review File: ADB-2005-0171 Lot Vs: Multi -family zone, individual
ADB-2005-0170 Condominium Units
I
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.
Respectfully,
Theresa Umbaugh
Permit Coordinator
Edmonds Building Department
L\,remp\DST's\M aster Letters\New Address8/22/2006
Incorporated August 11, 1890 0
S
Sister Citu - Hp.kinan. hin;in
�,-Toyl
21028 21026 21028 -2-1103 21 '04 21110 21tio 21
> 21112
1
21114
< 211
8305 21116
21112
21111: 1126 6 1 21117
8325 ;7,
7609
............. .................. ......
21 '1"
330 6
& 0.
7530
CID
P4 fz� � DO
all
CD
21221
21223
1221 Z C\j
131 C\1
21229�, 21302
CO
21313�..
21311
21405 T-
21223 CID
St. Alban's -Z
Gy�
Church
21313
8301
21417�, 7
M at w
:i-- ---I ) Edmonds Woodway
21429: 215-M ST SIN
High School
214251 F.- F-o- z S
21501 7600
Park,rig //7
8127
21 p w V
0
Go
1,1315 8128
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I
Revised Detention Sizing Calculations
for
Michel Construction, Inc.
32 nd pL. W. S-Lot
Use CN = 85 for All of Existing Site
Date Prepared.,
Prepare. d for:
ro 0
Prepared by. -
Plan Check # 20060794
September 28, 2006
Michel Construction Inc
7907 212(h S.W., #102
Edmonds, Wa. 98026
(425 776-2211
V I M J?
Donna L. Breske., P.E.
6621 Foster Slough Road, Snohomish., Wa. 98290
Phone: (425) 334-9980,, Fax: (425) 334-7380
STREET FILE
RESUB
NOV - 3 2006
BLAL
0AN0GF0EEDPMA&MCV
SIT AREA = 24,176 SF (0.555 ACRES)
EXISIING COND1710N.- USE MEADOW, CN=85 FOR EN71RE SIT
P2 = 1.5 IN.
PIO = 2.0 IN.
PlOO = JO IN
PROPOSED IMPERWOUS 12,545 SF (0.288 ACRES), CN=98
PROPOSED. PERWOUS ='11,631 SF (0.267 ACRES), CN=86
IMPERWOUS EXHIBIT 9-27-06
MICHEL 82nd PL WEST 8-LOT JOOJ4
0 '1
9/27/06 4:22:50.pm pAge 1
MICHEL CONST, 82ND PL. W., 8-LOT
USE CN=85-FOR EXISTING CONDITION
BASIN SUMMARY
BASIN ID: A10OX
SCS METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL .... :
NAME: 100 YR, 24 HR EXISTING
0.56 Acres BASEFLOWS: 0.00 cfs
TYPElA PERV
3.00,inches AREA..: ..0.56 Acres
10.00 min CN.,...: 85.00
TC.... : 14.68 min
ABSTRACTION COEFF: , 0.20 i
TcReach Sheet L: 26.00 ns:0.1500 p2yr: 1.50 s:0.192.3
TcReach Sheet L: 123.00 ns:0.1500 p2yr: 1.50 s:O�0407
PEAK RATE-: 0.19 cfs VOL: 0.07 Ac-ft TIME: 510 min
BASIN ID: AlOX NAME: 10 YR, 24 HR EXISTING
SCS METHODOLOGY
TOTAL AREA ....... : 0.56 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : TYPElA PERV
PRECIPITATION .... : 2.00 inches AREA..: 0.56 Acres.
TIME INTERVAL .....
10.00 min CN .... : 85.00
TC .... : 14*.68 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 26.00.ns:0.1500 p2yr: 1.50 s:0.1923
TcReach - Sheet- L: 123.00 ns:0.1500 p2yr: 1.,50 s:0.04.07
PEAK RATE: 0.08 cfs VOL: 0.04 Ac-ft TIME: 510 min
BASIN ID: A2X
SCS METHODOLOGY
TOTAL AREA .......
'RAINFALL TYPE....:
PRECIPITATION....:
TIME INTERVAL.... :
NAME: 2-YR, S4-HR EXISTING
0.56 Acres.
TYPElA
1.50 inches
10.00 min
BASEFLOWS'
AREA. . :
CN.... :
TC.... :
0.00 cfs
PERV
0.56 Acres
8.15, ; 0 0
14.68 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 26.00 ns:0.1500 p2yr: 1.50 s:0.1'923
TcReach - Sheet L: 123.00 ns:0.1500 p2yr: 1_50 S:0.0407
PEAK RATE 0.04 cfs VOL: 0'.02 Ac-ft TIME: 51-0,min
IMP
0.00 Acres
0.00
0.00 min
IMP
0.00 Acres
0.00
0. 00 min
IMP .
0.00 Acres
0.00
0.00 min
9/27/06 4:22:50 pm
MICHEL CONST, 82ND PL. W., 8-LOT
USE CN=85 FOR EXISTING CONDITION
BASIN ID: B100D
SCS METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL .... :
BASIN SUMMARY
NAME: 100 YR, 24 HR DEVELOPED
0.56 Acres BASEFLOWS: 0.00 cfs
TYPElA PERV
3.00 inches AREA..: 0.27 Acres
10.00 min CN .... : 86.00
TC .... : 10.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.29 cfs VOL: 0.10 Ac-ft TIME: 500 min
BASIN ID: B10D NAME: 10 YR, 24 HR DEVELOPED
SCS METHODOLOGY
TOTAL AREA ....... : 0.56 Acres
RAIN FALL TYPE .... : TYPElA
PRECIPITATION .... : 2.00 inches
TIME INTERVAL .... : . 10.00 min
ABSTRACTION COEFF: 0.20
page 2
IMP
0.29 Acres
98.00
10. 00 min
BASEFLOWS: 0.00 cfs
PERV IMP
AREA..: 0.27 Acres 0.29 Acres
CN .... : 86.00 98.90
TC .... : .10.00 min 10.00 min
PEAK RATE: 0.17 cfs VOL:. 0.06 Ac-ft TIME:
500 min
BASIN ID: B2D
NAME: 2 YR,
24 HR DEVELOPED-
SCS METHODOLOGY
TOTAL AREA ....... :
0.56 Acres
BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... :
TYPElA
PERV
IMP
PRECIPITATION .... :
1.50 inches
AREA.,.: 0.27 Acres
0.29 Acres
TIME INTERVAL .... :
10.00 min
CN .... : 86.00
98.00
TC .... : 10.00 min
10.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.11
cfs VOL: 0.04
Ac-ft TIME: 500 min
9/27/06 4:24:43 pm page
MICHEL CONST, 82ND PL. W., 8-LOT
USE CN=85 FOR EXISTING CONDITION
HYDROGRAPH SUMMARY
HYD
NUM
PEAK
RUNOFF
RATE
cfs
TIME
OF
PEAK
min..
VOLUME
OF
HYDRO
cf\AcFt
Contrib
Area
Acres
�l
0.036
510
874
cf
0. 56'
2
0.081
510
1542
cf
0.56
3
0.191
510
3088.cf
0.56
4,
0.111
500.
1756
cf
0.56
5
0.172
500
2693
cf
0.56
6
0.290
500
4364
c�
0.56
11
0.042
580
1756.cf
-0.56
12
0.056
590
2693
cf,
0.56
13
0.194
530
4364
c f
0.56
9/27/06 4.:24:43 pm page 2
MICHEL CONST, 82ND PL. W., 8-LOT
USE CN=85 FOR EXISTING.CONDITION
DISCHARGE STRUCTURE LIST
f
MULTIPLE ORIFICE I-D No. 01
Description: OUTLET ORIFICE
Outlet Elev: 414.70
Elev: 413.70 ft Orifice Diameter: 1.2000 in�
Elev: 416.81 ft Orifice 2 Diameter: 2.3000 in.
a
9/27/06 4:212:50 pm
MICHEL CONST, 82ND PL—W., 8-LOT
USE CN=85 FOR EXISTING CONDITION*
----------------
STORAGE STRUCTURE LIST
UNDERGROUND PIPE ID No. Pl
Description: 31 DIAMETER DETENTION PIPE
Diameter: 3.00 ft. Length: 88.00 ft.
slope ... : 0.0000 ft/ft upstr: dnstr:
cu, aie, dd�cfe-a SC�
L)e- +70 forooe In,
211
CB
page. 3
, P. I or �lp
lel fA (pe,
Jov 1 V
2 pe, 2- - 4".".4 8
Uo (ume- I in -7-
z
2 [ly 7 '9. 13, ='72,,857CF
J
P
alev+ I
I-e. .'
Lz 7 7, 85 -�t 3
Use 78 I-P 0 pipe
f,
9/27/06 4:24:45 pm page 3
CONST, 82ND PL. W., 8-LOT
USE CN=85 FOR EXISTING CONDITION
LEVEL POOL TABLE SUMMARY
MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE M . 14 -recq
< -------- DESCRIPTION --------- > (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) tva_)l
2 YR 24 HR ................... 0.04 0.11 Pl 01 415 ' 88 11 227.14 cf 0.01
10 YR 24 HR .................. . 0.08 0.17 Pl 01 416.73 12 448.99 cf 0,00
100 YR 24 HR ................. 0.19 0.29 Pi 01 417.60 13 615.26 cf O� fli
0
STREET FILE
Name of Proposed Project: if,614a %
0
CITY OF EDMONDS MAR 0 5.2007
kFFIC
_lMp_ACT_ ANA_LyS_IS_ L N
Owner/Applicant:
(�Y� t4c.
Name
71,17 E(27� 57
Street/Mailing Address
61wff
city State zip
Telephone:
WORK SHEET
Applicant Contact Person:
. ?)ax�-Fldt gk6ko-zt-)
Name &
- 7T-07 -- 014-4 _srr
Street/Mailing Address
6heif� /-,
city State zip
Telephone: 4?�f-
Traffic Engineer who prepared the Traffic Impact Analysis:
Firm Name
1. PROJECT DESCRIPTION
a. Street address Qfknown).-
Contact Name
b. Location:
1 --4 ;?(e6 ST. 5
c. Specify existing land use: % 57FA C
d. Specify proposed type and size of development: A - 01E
Telephone
(Attach a vicinity map and site plan.)
e. When will the project begin construction and when will it be completed?-L&W eWilw Oyd
f Define proposed access locations:
S.
1 01 A^ / --.& .--U- C-- ''r/
Page I
0
0
2. TRIP GENERATION
a. Existing Site Trip Generation Table:
Land Use
Daily (ADT)
PM Peak-Ho'ur Trips
IN OUT
SF
b. Proposed Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN OUT
4-flo
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
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. Traffic impact
fee shall be calculated from the Edmonds Road Impact Fee Rate'Study Table 4 (attached) and as identified
in ECDC 18.82.120, except as otherwise provided for independent fee calculations in ECDC 18.82.130.
-76 X 4-74.
;AENGRU)=Tc11\Cfty PToJem%TJA GuI&Ju I ws\TnonVAm1yW0A 9-04.&C Pag!� 5
lqq
r,4
.Q)
u
cz
P-4
C14
00
w
SW
9
LOTCnVERAfZR
2120901-4
4577.06/12,375-00 37%
2121101-4
4577.00/12,000 - j8%
------- EXISTING GRADE
PROPOSED GRADE
TOTAL
REQ. - 16 SPOTS
cu
ACTUAL - 16 SPOTS
21209 #1
91 it I.
A- 4:G.25,
B.4 1-75'.,
A.4tg,60'
a. 420-51'
Lai-
AVE GRADE - A20AR'
AVRO DR-AMIR'
21209 #9
A- 422.00�
8
2.2 . #�A
A- 4---7-'
4:2.70'
C: 4 1.6o'
B-4 .49'
C. 422!.2.'
AVE GRADR A. 1.81'
21209 i3
AVE GRADE
2-211-3
A- "82'
& 423.05'.
B. 423-75,
42
B- 423--4*
AV2 GRAD&
AVE ORAIDE Aga.04'
212.9 14
A 423 9c'
8:
21211 #4
A: 423.36'
425., 4w
B 426.92'
423,30'
u
0
Lu
o 0
'u V8�
Zc,c)4 -c-7qq
-/b 2CUe - OSZ- /
Dennis M. Bruce, P.E.
M.S.C.E., M.B.A.
I
June 21, 2006
City of Edmonds
c/o Michel Const., Inc.
7§07 212 th St. SW #102
Edmonds, WA 98026
Geotechnical /Civil Engineer
Subject: Geotechnical Evaluation I Foundation Recommendations
Pro osed 8 New Residences
82 YPI. W. @ 212'h St. S.W. (Sloutheast Corner)
R-1, ER, C-1 FF rlf E., 7R.,
J 0 5 21
UTY CF
This engineering report presents the results of a geotechnical evaluation of the
Michel Construction property at the southeast corner of 82 nd Pl. W. and 212 th S.W.,
Edmonds, WA. This evaluation was required due to owner / contractor concerns
regarding new residence, as well as City of Edmonds requirements.
REFERENCES:
• Overall property survey (furnished by owner)
• Site Plan by McGrew — Michel dated April 19, 2006 STREET FILE
• Site photographs 01
BACKGROUND:
The overall property for this project is rectangular in shape with approximately
150 feet of frontage along 212 1h SW, and approximately 162 feet of frontage along 82 nd
Pl. W. (See survey and site plan).
At the times of this investigation and report, it is understood that the two existing
single family residences on 82 nd Pl. W. will be demolished in conjunction with the overall
development of eight new single family town homes. The proposed access for the eight
new homes is via a central driveway off 82 nd pl. W. See site plan.
The portion of the existing property that is not been developed (the easterly
portion) contains dense grasses, shrubs, and a few mature trees.
The overall property for the eight new homes contains relatively little slope with
no locations of slopes exceeding twenty percent in declination.
SOILS o FOUNDATIONS o SITE DEVELOPMENT o INSPECTION * DRAINAGE o DESIGN & PERMIT o LEGAL
P.O. Box 55502 - Shoreline, WA 98155 - (206) 546-9217 - FAX (206) 546-8442
City of Edmonds
c/o Michel Const., Inc.
June 21, 2006
Page 2
EVALUATION:
This engineer has done extensive geotechnical investigations with similar Michel
Construction projects along 212 th SW. The property immediately to the east
(approximate address 8012 212 th St. SW) has been investigated with soil test pits and
found to contain extremely dense native sub -grade soils consisting of silty sands with
gravels.
In order to augment the existing site geotechnical information, four (4) soil test
holes were hand dug by this engineer on June 20, 2006 in the vicinity of the easterly
new homes. The findings of all four (4) test holes, as well as the adjacent sub -grade
soils (to -the east) revealed similar sub -grade conditions, namely:
0" to 6"
6" to 38" (bottom of test holes)
Grasses, roots, organic silt.
Dense to very dense slightly silty
sands with gravels
No water was encountered in any of the four test holes. All test hole walls
remained vertical and stable. No sloughing or caving occurred.
CONCLUSIONS I RECOMMENDATIONS:
Based on the findings of this engineer's investigation as well as experience in the
area with similar projects, the Michel Construction, Inc. property at the southeast corner
of 82 nd Pl. W. and 212 th SW, Edmonds, WA is -geotechnically approved for the
proposed eight new residences, 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 wall design, use friction factor of 0.55 and passive pressure of 350
P.C.f.
Geotechnical inspections are recommended if.necessary per City of Edmonds.
The proposed eight homes contain minimal excavation requirements of less than
three feet excavation with standard footings. No significant geotechnical impacts
occur with this project.
City of Edmonds
c/o Michel Const., Inc.
June 21, 2006
Page 3
The proposed structures 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
excavated hole, the width of the over -excavation at the bottom must be at least as 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.
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
Design Value
Coefficient of Friction 0.55
Passive Earth Pressure 350 p.c.f.
Where:
(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.
City of Edmonds
c/o Michel Const., Inc.
June 21, 2006
Page 4
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
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
Active Earth Pressure*
Passive Earth Pressure
Coefficient of Friction
Soil Unit Weight
Where:
Design Value
35 p.c.f.
350 p.c.f.
0.55
125 p.c.f.
(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).
The values 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.
City of Edmonds
c/o Michel Const., Inc.
June 21, 2006
Page 5
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
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
shouldbe 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 soil cuts will not
exceed three feet in depth (no lower basement levels are proposed). Thus, no
temporary shoring will be required for these nominal excavation depths. If site
conditions dictate, however, and soil cuts exceed four feet in depth, additional
geotechnical evaluations and recommendations for any necessary temporary shoring
are required.
. 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:1V.
City of Edmonds
c/o Michel Const., Inc.
June 21, 2006
Page 6
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.
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 s16 ped 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 four 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 area 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.
City of Edmonds
c/o Michel Const., Inc.
June 21, 2006
Page 7
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
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
91 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.
City of Edmonds
c/o Michel Const., Inc.
June 21, 2006
Page 8
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 overall property nor the existing two
residences on 82 "d pl. W. It is understood that the new eight town homes will contain
gutters down spouts and storm water tight line connections into the existing City of
Edmonds storm water system.
Note: The sandy sub -grade soils are very capable of accepting infiltration as a
means of storm water management. If desired, this engineer could provide geotechnical
criteria for storm water infiltration design.
CONCRETE:
All 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:
At the time of this investigation and report, it is understood that minimal
excavation (less than three feet) and standard reinforced concrete foundations are
proposed.
The site contains excellent sub -grade soils and does not contain any inherent
geotechbical challenges. Thus, detailed and rigorous geotechnical inspections are not
required, unless deemed so by the City of Edmonds.
If required by the City of Edmonds, this engineer is available to provide
geotechnical inspections.
SUMMARY:
The proposed eight town home development by Michel Construction, Inc. at the
southeast corner of 82n PI W. and 212 1h SW is geotechnically viable when
constructed in accordance with the recommendations herein, compliance with City of
Edmonds approved plans and requirements, and key geotechnical,inspection during
construction.
City of Edmonds
c/o Michel Const., Inc.
June 2�1, 2006
Page 9
CLOSURE:
The findings and recommendations of this report were prepared in accordance
with generally accepted professional engineering principles and practice. No other
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 sh * ould be notified to observe the
situation and review and verify or modify the recommendations.
If there are any questions, do not hesitate to call.
0 y
A14
Dennis M. Bruce, P.E.
-Geotechnical / Civil Engineer
c.c. Michel Const., Inc.
7907 212t' St. SW #102
Edmonds, WA 98026
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PARKING BLOUIREMENTS
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R ISIONS:
RECEIVED
MAR 13 2007
BUILDING DEPARTMENT
CITY OF. EDMONDS
STREET FILE
0
m
M
21219 F212071
-45 BEND
L--6.5' '--4" PVC
\-6" SDR 35 PVC
6" TO 4" WYE
4.3'DEEP
\\-6" \CLEAN OUT (C/O) @ GRADE
ONNECT TO LATERAL
YDRANT
NOTICE: NO WARRANTY OF ACCURACY. The information shown on the attached map was compiled for use by the City of Edmonds, its employees and consultants. The City of
Edmonds does not warrant the accuracy of anything set forth on the map. Any person or entity requesting a copy should conduct an independent inquiry regarding the information
shown on the map, including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown.
Neither the City of Edmonds nor its employees or officers shall be liable for the information given on this map, nor for any oral representation provided based upon said map.
E.0 * CITY OF EDMONDS SIDE SEWER AS- BUILT
01-
ADDRESS: PERMIT
21219 82ND PL NO. ENG 20070093
CONTRACTOR: HOMEOWNER: S ALE:
01i HOSANA CONSTRUCTION MICHEL CONSTRUCTION I NTS
.at. 1890 DATEINSPECTED: INSPECTED BY: DATE DRAWN: DRAWN BY:
6/13/07 1 J. HAWKINS 1 6/25/08 1 B. SHIU
STREET FILE
;0
0
'0
m
m
//v"
21219 21215 21211
8"
L CONNECTTO
LATERAL 8
45'BEN PVC
SDR. 35 PVC
6" TO 4" V%rYE
4'DEEP
\\--6" CLEAN OUT (C/O) @ GRADE
HYDRANT
NOTICE: NO WARRANTY OF ACCURACY. The information shown on the attached map was compiled for use by the City of Edmonds, its employees and consultants. The City of
Edmonds does not warrant the accuracy of anything set forth on the map. Any person or entity requesting a copy should conduct an independent inquiry regarding the information
shown on the map, includ ing, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown.
Neither the City of Edmonds nor its employees or officers shall be liable for the information given on this map, nor for any oral representation provided based upon said map.
E.D* CITY OF EDMONDS SIDE SEWER AS -BUILT
01-
6 ADDRESS: PERMIT
21215 82ND PL NO. ENG 20060301
C 0
ONTRACTOR: HOMEOWNER: S
C 0 1 1
rHOSANA CONSTRUCTION MICHEL CONSTRUCTION
DATEINSPECTED:
INSPECTED BY:
DATE DRAWN:
DRAWN BY:
6/13/07
J. HAWKINS
6/25/08
B. SHIU
SREET FILE
'U
X
0
'a
m
2
m
/Az
e--1 6"
FCONNECTTO
LATERAL 4" C/O--�
450BENU'�4"PVC
SDR 35 PVC
\--6" CLEAN OUT (C/O) @ GRADE
I
\LHYDRANT
6" TO 4" WYE
4'DEEP
NOTICE: NO WARRANTY OF ACCURACY. The information shown on the attached map was compiled for use by the City of Edmonds, its employees and consultants. The City of
Edmonds does not warrant the accuracy of anything set forth on the map. Any person or entity requesting a copy should conduct an independent inquiry regarding the information
shown on the map, including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown.
Neither the City of Edmonds nor its employees or officers shall be liable for the information given on this map, nor for any oral representation provided based upon said map.
.1 () F E.Djo,_
CITY OF EDMONDS SIDE SEWER AS- BUILT
ADDRESS: PERMIT
21211 82ND PL NO. ENG 20060304
CONTRACTOR: HOMEOWNER: SCALE:
HOSANA CONSTRUCTION MICHEL CONSTRUCTION I NTS
DATEINSPECTED: INSPECTED BY: DATE DRAWN: DRAWN BY:
6/13/07 J. HAWKINS 6/25/08 B. SHIU
V1
STREET FILE
21215
�011
JA 0,
/---1 6".
CONNECTTO 3
TTO
LATERAL
16"
4" PVC--__
45'BEND----:
\-6" SDR 35 PVC Z450 BEND
\\\--6 CLEAN OUT (C/O) @ GRADE 3.5'DEEP
6" TO 4" REDUCER
HYDRANT
NOTICE: NO WARRANTY OF ACCURACY. The information shown on the attached map was compiled for use by the City of Edmonds, its employees and consultants. The City of
Edmonds does not warrant the accuracy of anything set forth on the map. Any person or entity requesting a copy should conduct an independent inquiry regarding the information
shown on the map, including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown.
Neither the City of Edmonds nor its employees or officers shall be liable for the information given on this map, nor for any oral representation provided based upon said map.
0 F E,0j
CITY OF EDMONDS SIDE SEWER AS- BUILT
4N, ADDRESS: PERMIT
21207 82ND PL NO. ENG 20070095
CONTRACTOR: HOMEOWNER: SCALE:
dl HOSANA CONSTRUCTION I MICHEL CONSTRUCTION I NTS
DATEINSPECTED:
6/13/07
INSPECTED BY:
1 J. HAWKINS
DATE DRAWN:
1 6/25/08
RAWN BY:
� B. SHIU
PLANTING 9CHEVULE
0 AZAEILEA, SGALLON
AM TOUGA MEKTENOtAW 212th SW
flMOUNTAIN HEMLOCM 6-12'
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r—, CIETUa 9,ALYFOUUI) / OA6ELEAF
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16001 WNIKOL PANEL
CEDAR FENCE
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;12THSW,#102JE0M0NDS,WA 98026
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McGrew Michel
212XX 82ND 5T 5W61 BUILDING DES IGN
EPMONP5, WA. 9502
7907212THSTSW, EDMONDS WA98026 OFFICE: 425.776.2211 FAX:425.778.9086
STREET FILE
CITY OF EDMONDS *LARRY S. NAUGHTEN
250 - 5TH AVE. N. - EDMONDS, WA 98020 * (206) 771-3202 MAYOR
COMMUNITY SERVICES: PETER E. HAHN
Public Works e Planning 9 Parks and Recreation 9 Engineering DIRECTOR
, 890 . 19 L)
April 29, 1991
Carolynn Sue
21215 - 82nd Pl. W.
Edmonds, WA 98026
Dear Carolynn Sue:
I have reviewed your account and will allow a credit to your account
according to our City policy: the average consumption for the same
period during the previous year charged at normal customer rates, plus
the excess usage charged at the City's cost, plus a surcharge of 15%
applied to the excess only. Only one leak credit will be granted in
any three year period.
Should you have any additional questions, please contact Ilene Larson,
Utility Billing Clerk.
Sincerely,
iwx&4
� Holland
Water/Sewer Supervisor
RH/l k
cc: Ilene Larson
Utility Billing Clerk
#436575/TXTWATER
0 Incorporated AL49USt 11. 1890 0
Sister Cities International — Hekinan, Japan
F3
Johns -Manville pipe Division
Ivan Thompson
18o39 Burke Ave. No.
Seattle ' WA 98133
Phonei 206-622-4061
890 -
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works e Planning e Parks and Recreation 9 Engineering
March 26, 1991
Carolynn Sue
21215 - 82nd Pl. W.
Edmonds, WA 98026
Dear Resident:
5-0�
all
On March 25, 1991 a door hanger was put on your door regarding a
possible water leak in the water system.
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
Pr-
c�6,P I 0i
Our most recent reading of your water meter indicates unusually high
consumption and/or a current water leak in the system. Please check
for leaking faucets, toilets, pipes etc., as no billing credit is
allowed on these items.
If you have any questions regarding this, please call Utility Billing
at 771-3051 or Water Maintenance, 771-3202, extension h7 or 318.
Sincerely,
Rg'. � o V11 a and
Water/Sewer Supervisor
RH/lk
FOLLOWUP/TXTWATER
0 Incorporated August 11, 1890 o
Sister Cities International — Hekinan, Japan
;W- " YL-?Uet)
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BY USER--IJL250
04/25/91
11*58*02
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4/25/91
CITY OF EDMONDS
UB2011
Inquire Customer His.tory-
DETAIL
Customer
Key
C-u-s t o-m-e-r-
No. 436575
SUE dAROLYNN_
OLd Not
40727500
Tr a n
Desc r i P i 0 TV
Tran
Elate
Sry Elate Reading
Type Rate Cons Seq
Type
Amount
BaLance
E.
04/09/91
03/25/91 000132
21 0001 237 000
1
33*97
262*85
04/09/91
03/25/91 000132
1-2 000.1 237 000
1
12*20
22e*8(3
04/09/91
03/25/91 000132
1-1. 0001 237 000
1
212*20
21.6' 61B
20
02/12/91
P
150*00-
4*48
-0-2/07/91
_01/25/_91 00OB95
2-1 0001 133 000
1
32*60�
154*48
22
02/07/91
01/25/91 000995
1-2 0001 133 000
1
7906
121*88
02/07/91
01/25/91 000895
1-1 0001 133 000
1
122*76
114482
01/02/91-
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7,94-
12/10/90
11/28/90 000762
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1
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12/10/90
11/28/90 000762
1-2 0001 111 000
1
5,97
109*46
12/10/90
11/28/90 000762
1-1 0001 111 000
1
103 * 84
103o�4
11/06/90
P
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Due Date
TotaL
Current 1
2
3
5/03/91
262*85
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4*48
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Cmd2-DtL/Sum FiLL in re%uired
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= CONTINUE 7 = END 2
Cmd5--Src
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262 85
000 258 37
4,48 *00
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PRINT KEY FROM-Y4 BY IJSER-IJL250 04/25/91 11#58*05
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4/25/91 CITY OF EDMONDS UB2011
11*#56*#51 AM Inquire Customer History DETAIL
Customer.Key
Customer No* 436575 SUE CAROLYNN
OLd No* 40727500
A
9
0
Piz,
T):An ,,
Desc r. i p t i on/
Tran
Date
Sry Date
Reading
Type
Rate
Cons
Seq
Type
Amount
Bal.ance
10/08/90
09/27/90
000651
2--1
0001
31
000
1
32*60
69,65
10/08/9,0
09/2 7/L90
00065.1
1-2-
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37*05
10/08/90
-
09/2'7/90
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08/28/90
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08/09/90
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07/23/90
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06/07/90
05/30/90
0005T6
2-1
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8
000
1
32*60
48*89
0
06/07/90
05/30/90
000596
1-2
0001
e
000
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000596 ..1 0001
04/30/90 P 50#00- # 15
----------
NW 114.9 NE 114, SEC. 3 01 T. 2 7 N. I R. 4 E, W. M.
DM71ON RPE UPSTREAM AM? LOCK DETAIL
..q 7 7 M-
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05
TOP GARAGE
t No, Mp GARAGE TOP GARAGE TOP GARAGE
SLAB a=4X 2'
EL-419.3- EL-421.5' SLAB a-4228'
r
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r 4"-8" QUARRY SPALLS
8"-12"_MIN. DEPTd
�-'�v_vvvvv\/\/\/\/\/\/\/\/\/vv
\/V\
Nkp 4i vvx/\""'
4�1 -41
PROVIDE FULL WIDTH OF INGRESS/
EGRESS AREA
CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE
DURING THE CONSTRUCTION PERIOD,
CITY INSPECTION REQUIRED ON ALL EROSION CONTRO
MEASURES BEFORE WORK CAN BEGIN,
TE&I'PORARY GRAVEL
'CONSTRUCTION ENTRANCE- ri
N.TS. Edmonds STD's E1.2 k -
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
SURVEYED BY- 6 & C SURVEYING
VER77CAL DATLIM - NAVD88, GEODE77C:"GPS, POINT NAME SC40. 2 112"
BRASS DISK IN CONC MASS A T ClU.5- WA Y INTX OF 212TH ST SIM, 84TH A VE
W & MAIN ST ELEV = 420.95 (OR7740)
-GRADWG NO
GRADING FOR THE PROPOSED
BUILDINGS CAN ONLY GO NE THE
FINISHED FLOOR.
LEGEND
BUILOING
A SPHAL T PA VEMEN T
CONCRETE SURFACEIWALK
CA M1 BASIN
SEW MAYHOLE
FIRE HYDR4NT
FENCE AS NOTED
r I
POW POLE
PROP
ASPHALT
CONCRETE
@
S70RU DRAIN MANHOLE
0
CATCH BASIN
SEWER MANHOLE
FIRE HYDRANT
IVA TER METER
H
4ALVIE
X---q
BEND
170
7EE
10.
7HRUST BLOCKING
SILT FENCNG
-X-
FENCE
CLEARING LIMI IS
FA:
- FIELD ADUST
1E.
-'W VERT ELEVA IICN
C.O.:
SANITARY SEKR CLEAN OUT
SSMH.
SNA17ARY SM MANHOLE
W.
WA TER *--MR
C8.
CATCH BASIN
CITY INSPECTION REQUIRED ON'ALL EROSION CONTROL
MEASURES BEFORE WORK CAN BEGIN,
18.30,050 DEVIELMOT APPROVAL STANDARDS FOR EROSION AND MIMENTATION CONTROL (ESC) PLAN.
A. ESC MINIMUM REQUIREMENTS ALL ACIIWIIES NECESSITA77NO A CLEARING OR GRADING PERMIT AND ALL U77UTY
PROJECTS CONSISTING OF MORE IHAN 500 UNEAL FEET OF MENCH EXCAVA71ON SHALL BE REQUIRED TO CONTROL
EROSION AND SEDIMENT DURING CONSIRUC710M AND 70 PERMANENTLY STABILIZE EXPOSED SOIL RESUL71NG FROM
CONSTRUC770N. PRO.ECTS INVOLWNG A CRIIICAL AREA MAY ALSO BE REQUIRED 70 COMPLY W7H ANY COMBINA770N
OF THE ESC MINIMUM REQUIREMENT& COMPLIANCE WLL BE DEMONSTRATED THROUGH THE IMPLEMENIA17ON OF AN
APPROVED ESC PLAN. GUIDELINES FOR PREPARING ESC PLANS ARE PROVIDED IN 7HE MANUAL THE PLAN MUST
ADDRESS THE FOLLOWNG REQUIREMENTS.
ESC MINIMUM REQUIREMENT - CONSTRUC710N ACCESS ROUTE*, CONSMUC71ON VEHICLE ACCESS SHALL BE,
RIENEVER FRACYCAL, UM17ED 70 ONE ROU7F. ACCESS POINTS SHALL BE STABILIZED NIH QUARRY SPAUS OR
CRUSHED ROCK 70 MINIM12E THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A
ROAD SURFAC& THE ROADS SHALL BE CLEANED WOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE
REMOVED FROM ROADS BY SHOVEVNG OR SWEIEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL
AREA NIHIN 24 HOURS. STREET WASHING SHALL BE ALLONED ONLY AFTER SEDIMENT IS RENOWD IN THIS MANNER.
2 ESC MINIMUM REQUIREMENT - STABIUZA77ON OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING
AC711417ES SHALL BE STAVIL12ED BY SUITABLE APPUCA77ON OF BMPS� INCLUDING, BUT NOT LIMITED Ta SOD,
HYDROSEEDING, OR OTHER VEVETA71ON, PLAS71C COVERING,- OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED,
AND MAINTAINED IN ACCORDANCE W711 THE MANUAL THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN
APPROVED 77METABLE. (T)PICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TKV DAYS FROM OCMBER I
THROUGH APRIL 30 AND NO MORE 7HAN SEVEN DAYS FROM MAY I TFIROUGH SEPTEMBER 30).
I ESC MINIMUM REQUIRE14ENT - PROIEC77ON OF ADJACENT PROPER77ES ADJACENT PROPERINS SHALL BE PROTECTED
FROM SEDIMENT DEPOMIION BY APPROPRIATE USE OF VEGET4 IIVE BUFFER STRIPS; SEDIMENT BARRIERS OR RL TERS�
DIKES CIR MULCHINa OR BY A COMBINA710H OF THESE MEASURES AND OIHER APPROPRIATE BMPS.
4. ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY
INSPECTED AND MAINTAINED BY 7HE OWER TO ENSURE CON77NUED PERFORMANCE OF IHEIR INTENDED FUNC770N. ALL
MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE NIH THE MANUAL
5 ESC MINIMUM REQUIREMENT - OTHER BMPS. AS REQUIRED BY 7HE CITY, 07HER APPROPRIATE* OMPS 70 M17IGATE
THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED.
6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND U77UTY CONSTRUC`770N. THE CONSIRUC77ON OF
UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE rOLLOWNQ
A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS�
8. 7HE PLACEMENT OF EXCAVATED MATERIAL HHERE CONSISTENT NTR SAFETY AND SPACE CONSIDERAIIONS SHALL
PLACED DIV THE UPHILL SlDE OF TRENCHES,
C. 7RENCH DEWATERING SYSTEMS (MUST DISCHARGE IN70 SEDIMENT 7RAPa SEDIMENT PONDS; OR 07HER ACCEPTABLE
MEANS),
D. TRACKING AND SPILLING OFMATERIALS ON STREETS DUE TO HAUUNG�
E DAILY CLEANUP AND STREET MAINTENANCE
Z ADD17701VAL ESC MINIMUM REQUIREMENTS FOR LARGER DEMOPMEN7S. ALL NEW DEVELOPMENT AND
REDEVELOPMENT 7HAT INCLUDES LAND DIS7URSING AC771477ES OF GREATER THAN, OR EQUAL TO, ONE ACRE IN
ADD17701V TO MEETNG THE MINIMUM REQUIREMENTS SET FORTH ABOVE 91AU COMPLY INIH ESC REQUIREMENTS LISTED
aHow
8. ESC MINIMUM REQUIREMENT - DELINE47E CLEARING AND EASEMENT UM17S IN THE FIELD, MARK CLEARING LIM17S
ANDIOR ANY EASEMENM SETPACKS� SENS71VEICRIIICAL AREAS AND THE BUFFERS; IREES AND DRAINAGE COURSES.
9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING. PRIOR 70 LEAVING 7HE SITE', STORM WATER RUNOFF SHALL
PASS 7HROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR 07HER APPROPRIATE BMPS SEDIMENT PONDS AND TRAFS�
PERIMETER DIKES, SEDIMENT BARRIERS� AND OIHER BYPS INTENDED 70 TRAP SEDIMENT ON-STE SHALL BE
CONS7RUC7ED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE FZINC71ONAL BEFORE LAND DISTURBING
ACTIVIIIES TAKE PLACE. EARIHEN STRUCTUREA SUCH AS DAYS; DIKES, AND DIVERSIONS SHALL BE SEEDED AND
MULCHED ACCORDING 70 AN APPROVED TIMETABLE
10 ESC MINIMUM REQUIREMENT - CUT AND FILL Stoma CUT AND FILL SLOPES SHALL BE DESIGNED AND
CONSTRUCTED IN A MANNER THAT WLL MINIMIZE EROSSION. IN ADDIIION, SLOPES SHALL BE STABILIZED IN
ACCORDANCE NIH ESC REQUIREMENT NO. I
It. ESC MINIMUM REQUIREMENT - CONTROLLING OFF-97E EROSION. PROPERIzEs AND WATER WAys DOwS7REAA4 rRom
DEVELOPMENT SIB SHALL BE PRO7ECTED FROM EROSION DUE 70 INCREASES IN THE VIXUME, VELOCITY, AND PEAK
FLOW RATE OF STORM WATER RUNOFF FROM THE PROECT SITE.
12 ESC MINIMUM REQUIREMENT - STABILIZ47ION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS. ALL
TEMPORARY ON-97E CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABIL12ED TO PREVENT
EROSION FROM IHE EXPECTED VELOCITY OF FLOW FROM A W-YEAR, 24-HOIJR FREQUENCY STORY FOR INE
DEVELOPED COND1710N. STABIUZA71ON ADEQUATE TO PREVENT EROSION OF OUTLEN ADJACENT STREAM BANKS;
SLOPES AND DOW4STREAM REACHES SHALL HE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS
13. ESC MINIMUM REQUIREMENT - SIORM DRAIN INLET PROTEC770N. ALL S70RM DRAIN INLETS MADE OPERABLE
DURING CONSTRUCIION WIALL BE PROTECTED SO THAT STORY WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE
SYSTEM IIIIHOUT FIRST BEING FILTERED OR OTHERNSE TREA70 70 REMOW SEDIMENT
14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BYPS, ALL TEMPORARY ER09ON AND SEDIMENT CON7ROL 8MPS
SHALL BE REMOVED W7HIN 30 DAYS AFTER FINAL 97E STABILIZA710N IS ACHIEM OR AFTER 7HE. TEMPORARY RUPS
ARE NO LONGER NEEDED. 7RAPPED SEDIMENT SHALL BE REMOVED OR STABIL12ED ON 97F. DIS77JRBED SOIL AREAS
RESUL 7ING FROM REMOVAL SHALL BE PERUANENX Y STABIL12ED.
?a EROSION AND SEDIMENT CONTROL REQUIREMENT - DEWATERING C0NS7RUC7ION SIM DEWAM?ING SYSTEMS SHALL
DISCHARGE IN70 A SEDIMENT 7RAP OR SEDIMENT POND.
16. EROSION AND SEDIMENT CONTROL REQUIREMENT - CONTROL OF POLLUIANTS OTHER 7HAN SEDIMENT ON
CONSMUC77ON 97M ALL POLLUIANTS OTHER THAN SEDIMENT THAT OCCUR ON VIE DURING CONSTRUCHON 91ALL
BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONIAMINA710N OF SMRM WATER
IZ ER09ON AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL UARILITY PERFORMANCE BONDINa OR OTHER
APPROPRIATE FINANCIAL INSIRUMENM SHALL BE REQUIRED FOR ALL PROECTS TO ENSURE COMPLIANCE WTH THE
APPROVED EROSION AND SEDIMENT CONTROL PLAN. [ORD. 3013 9 1, 19951
FILTER FABRIC
SECURED TO 2" X 2"
/GRATE 14 GA. WIRE FABRIC
EQUAL
2" X 2" WOOD OR
PY)HIVAI IrMT ----------
CB
FILTER SOCK WITH
OVER FLOW HOLES
I CATCH BASIN I
STRAW BALES MAY BE USED IN
CERTAIN CIRCUMSTANCES (SEE
DETAIL E111), THIS APPLICAITON
SHALL BE MAINTAINED AT ALL
TIMES DURING CONSTRUCITON
PERIOD,
TEMPORARY SEDIMENT
TRAP FOR CATCH BASIN. 1'3
N.TS. Edmonds STD's -
2'-0"
8"- 12"
u
8"
PLACE 3/4--1.5" WASHED GRAVEL IN
<)
01
C9
PUGET DR
'PERS
ST
0
9
A�,
MAIN ST
cn
> q
96TH ST
CD
r*-
SrPL-7
11121
j
ZN
a.
co
W
W
220TH ST SIN
u
VICINITY MAP
N.TS. I
_Q=7RUQjj0N SLQMM
1. CALL ENGINEERING INSPEC77ON LINE (425-771-0220, EXT. 1326) TO SET UP A PRE-CONS7RUC77ON
MEE77NG WITH OWNER, CONTRACTOR, DESIGN ENGINEER AND CITY ENGINEER.
2. TEMPORARY EROSION CONTROL MEASURES TO BE IN PLACE AND INSPECTED PRIOR TO ANY
CONS7RUCTION OR SITE CLEARING.
3. REWEVY EROSION & SEDIMENTA77ON CONTROL NOTES.
4. CONTRACTOR IS TO PROVIDE DUST CONTROL MEASURES AS REQUIRED INCLUDING STREET SWEEPING.
5. ROUGH GRADE, INSTALL U77LI77ES & STORM SYSTEM PER PLANS.
6. DESIGN ENGINEER SHALL INSPECT KEY PROJECT ASPECTS DURING CONSTRUC770N.
7. IFINAL GRADE, PLACE AND HYDROSEED PER NOTES & DETAILS.
8- REMOVE TE.S.C. FACIL177ES PER CITY APPROVAL.
ERO-SON it SMIMERTA77QN CONIROL NOES:
1. DURING CONSTRUC77ON, S7RAW OR 07HER MATERIAL 7-0 COVER EXPOSED EARTH SHALL BE ON LOCA77ON
AND READY TO USE. F THE NEXT KEATHER DAY FORECAST IS RAIN, THE S17E SHALL BE COVERED AT THE
END OF THE DAY THE S17E SHALL BE COVERED IF' THE NEXT DAY IS A NON -WORKING DAY.
Z SOIL STOCKPILES ARE TO BE COVERED WITH VISQUEEN IRTHIN 24 HOURS.
3. IMMEDIATELY FOLLOMNG nNISH GRADING, FINAL LANDSCAPING IS TO BE INSTALLED OR HYDROSEED OR
MULCH AREAS OF EXPOSED EARTH.
INSPEC77ON NQTE.-
I. CALL THE CITY ENGINEER INSPEC77ON LINE (425-771-0220, EXT 1326) 24 HOURS IN ADVANCE
FOR ALL ENGINEERING INSPECTIONS.
FILTER FABRIC MATERIAL IN
CONTINOUS ROLLS. USE STAPLES
OR WIRE RINGS TO ATTACH
FABRIC TO WIRE.
I I WIRE MESH SUPPORT
2 11-on TO SUPPORT FILTER F
..I
2'-6" k,_BURY BOTTOM OF FILTER
MATERIAL 8" TO 12"
THE TRENCH AND ON BOTH SIDES OF 2" X 2" WOOD POSTS OR
FILTER FABRIC FENCE ON THE SURFACE. EQUIVALENT
CITY INSPECTION REQUIRED ON ALL
CONTRACM/DMOPM SHM MAINTAM MO RMAM EROSION CONTROL METHODS BEFORE
STRAW BALES TO INSURE PROPER EROSION CONTROL, nTWrO unov rAM Drr.Tkl
REV. DESCRIP77ON DATE
Respond to city Plan RevIew Comments dated August 1, 2006 10-2J-06
2
4
5
27367
UTH177 CONFMCT NOTE: GIs I �k
IHE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 7HE LOCA770N, DIMENSION AND DEPTH OF ALL EVS77NG U17UIIES WINER
/ONAL
SHO1W DIV THESE PLANS OR'NOT, BY POIHOUNG NE UTILITIES AND SURVIEYING THE HORIZONTAL AND VERIICAL LOCA7701VS PRIOR TO
CONSTRUC770N. THIS SHALL INCLUDE CAWNG U17UTY LOCATE AT 1-800-424-5= AND THEN POIHOUNG ALL OF THE ENS77NG
UI7UI7ES A T THOR LOCA 77ONS OF NEW UIILITY CR05SINGS 70 PHYSICALL Y VERIFY RIETHER OR NOT CONFLICTS EVST. LOCA 7101V OF EXPIRr-.S: I IJ05/v
SAID U77U77ES AS SHOW ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA 71ON AND ARE StIAECT TO VARIA 770N.
T1,-'_`MPORARY FILTER
FABRIC FENCING
N. T. S. Edmonds STD's El. I
GRADYNG QUAN
CUT- 648 CY
FILL: 50 CY
GRADING QUAN7177ES ARE RO(01
CALCULA IIONS THAT DO NOT IAKE
INTO ACCOUNT SHRINKAGE 011
SKWGE
PREPARED B K
DONNA L. BRESKE, P.E.
6621 FOSTER SLOUGH RD.
SNOHOMISH, WA 98290
PHONE: (425) 334-9980
FAX: (425)
F-11 I 11%lf I �Wl I Wwl T%O I I l%w I I IT r I I - %_ 1�u LLI
1-1 61'
D RESUB
k C1 TY ENGINEER 6A TE
NOV - 3 2006
E 3 L) I L E N N OEFOP6 ROTNMC V
crry OF M
SHEET INDEX
I of 3 CLEARING, E.S.C. & GRADING PLAN S17E ADDRESS
2 of 3 ROAD DRAINAGE PLAN
3 of 3 SEWER WATER PLAN 21207 82nd PLACE WEST
EDMONDS, 'WA. 98020
CLEARING, E.S.C. & GRADING PLAN
FO 1. aT)
MICHEL 82nd IPLAVCE� LOTS
TAX ID's: 0047400002M 00467400002800 PFN:
DEVELOPER: Michel Constructfon, Inc., 7907 212th ST SK Edmonds, WA, 98026, (425) 776-2211
SCALM I!= 20' 1 ISSUE DATE., 5-18-06 1 SRT NO. I OF 3
INSTALL "2" EXPANSION JOINT
CURB AT 1:12
MATERIAL (TYPICAL)
REMOVE AND REPLACE
CURB AND GUTTER
Alp
B-1
00 0 000
ZE
LL
000000
nofton
LL
DETECTABLE WARNING
PATTERN (TRUNCATED DOMES)
"0
;0�00
00000 0
LL
LL
SEE RAMP DETAIL 9 DWG# E2.22
000 000
000000
RAMP AT 1:12
L
EXISTING
SIDEWALK
oo 00
0000000
0 0 00 0
00
1
000
0 0 0
000000
0 0
0 00
10
0 0
0 k-0
f
20 0-
-
SAW CUT AS REQUIRED
LT6%0'TILE NG STRIP
1I WIDE tTAYRPNICINAL)
CURB RAMP-'
2 . 5' LONG 3' LANDn\1NG_ REFER TO DETAIL
TYPICAL ON ALL E2.22 FOR SPACING
RAMPS AND SPECIFICAITONS
6.0' MINIMUM CURB LENGTH
RAMP SHALL BE FLUSH 949-0:1 3' LANDING r_R_bADSIDE CURB SHALL BE AT A 1:12 i[6-PE]
WITH GUTTER LINE ES I I THE DISTANCE OF THE RAMP
1:12 MAX SLOPE
M
AD �0� R
6
R SID
'N'MUM CURB LENOT 'I
SHALL BE AT A 12 SLOPE
THE DISTAN OF THE RAMP
1. OPF
SI_
12 MAX
GRADE.
-95% COMPACTED SUBGRADE.
CONCRETE CURB AND GUTTER ADD CRUSHED ROCK BASE AS REQUIRED
SEE DETAIL E-2.8 2'
(NEW CONSTRUCTION ONLY)
1/2' FULL DEPTH EXPANSION JOINT MATERIAL ZDETECTABLE WARNING PATTERN
SECTION B-1 (TRUNCATED DOMES)
ADA RAMP DETAIL (TYPE 2) 1
N. T. S. Edmonds STO E2.15 I\ �_
ROW Q
'30,
COVER ELEV. = 421.50 FA
POLYPROPYLENE
S7EPS
6" MIN. 100-YR EL 4IZ60
OVERFLOW EL=41Z60
ELBO .81
W IE=416
twirwr nIA =9 3
PIPE SUPPORT
6" PVC
3.0' DIA DETEN PIPE
57
It 6" x 6" x 6' PVC IEE-- J6 x 24" REDUCER
7' CB-Z TYPE 2 48
Ir Y
IE, W42,00 FA
CO-10 TYPE 2 48" 3 if , -7
EX. CO TRG Tom VE Via r In -415.70-OUT
TOP=421.50 FA 4
c IE=414.70 '-,,,1E(&S)=417.7O-1N VIC
r st
NEW IE(E)=4 4.0 r ------ 7==
428 -
CHANGE CO
1215
__'� -- T
-0 YPE 2-480 NTH
'0 N
IT tOUD LID USH
SAWCUT 2'FROM TH SIDEWV�A
EDGE OF EX PM r. Uv W44".1
HEAT & TACK
NIH ASPHALT
SEALER. (TYR)
EX. S-50 I
M
51- IN I,V 2 00S
u
117=410.113
PAINT STRET EX. Cf? A
CURB YELLOW ffE__A1z-fiJ__' L
IL= if 4 ' 51
N W IE(E)=41
E 14511�
(ADJIUST TOM TO
NEW GRADE,
0. p 0 u. 1.
-5.0, 9.5, 5,-r, pvc 0 13. 0%
SIDEWALK
12 '+ I - 1
17*+/
7 EX. PWT SPHALT -4
EXISTING KIDENING
r N
RT 2 x 6t
'TOP-4
10
0
RT
.T P
4
9
2
6
4
' 2,
4 2
,6. 1,
TYPE "A" 00- 4218 1
20+00,
CURBIGU"ER
2% 10+81.16 82nd ' PL W
-2% -2%- 6 ':.+E \V 20+00.00, PLAT ROAD
CB-' 41
10+6600
A\ ,I
T 2 .26
1T0P=41z98
S IE=415.48
1.00 INSIDE EXIS71NG EDGE OF 30 coMp. DEPTH CLASS "B" PROPOSED MAILBOX LOCATION &,L
82n d PL. W, ASPHALT CONCRETE SIDEWALK InAIR" PER SID Ea5 n,
3" COMP. DEPTH AT9 PAINT STREET
NITS. 6" MIN. COMP. DEPTH CURB YELLOW
EX ca
GRA VEL BASE IVP=417.97
DETECTABLE WARNING PATTERN AREA IE-41507
1/2" SHALL BE YELLOW.
NOMINAL DIMENSIONS A RAMP NOTD WDEWALKS� CONSTRUCr NEW
B 1. AT LOCA71ONS NIERE NEW RAMPS ABUT EKSTING CURB, GUTIERS; PLANTER STRIPS; AND
'. ! ".,: � '... 1*CUj?ING COMPOUND of? SHALL BE COVERED AND KEPT MOIS
RAypS To MATCH ADJACENT SURFACES
��l /4"
0
2. ALL CONCRETE SURFACES SHALL HAVE A UGHT BROOM FINISH.
S
T FOR 72 HOURS.
J, CONCREN SHALL BE SPRAYED NIH A
B
A
TED DOMES) SHALL BE REQUIRED ON ALL PUBLIC SIREETS AND PRIVA7E
4. DETECTABLE WARNING PA TTERNS (TRUNCA S,
ID (DIA DS) TO BE USED AS INDICATED. AL04ci 1bV`a
sIREm SERVING nvr OR MORE LOTS TRAC ON GR MON
TRACTION GRID PATTERN
TACTII F WARNING TEXTURING 5. DETECTABLE WARNING PATTERNS SHAu BE YELLOW IN COLOR, SET AND SECURED IN CONCRET& AND SHALL MEET THE
PLAN DIMENSIONS AND SPACING SHOO. Swam,
DETAIL A 6. TAC77LE WARNING 1EXTURING SHALL BE DONE Iff TH AN EXPANDING METAL GRATE PLACED AND REMOVED FROM WT
(0 C CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOW. THE LONG AXIS OF THE DIAMOND PATTERN SHAU BE
1�_,
MA . n PERPENDICULAR To THE CURB. GROOVES SHALL BE 1/8' DEEP AND 114- WDE
A I 5/E' 2 3/ 1" J __9zM____AM0_ / S 89V647' E
B 5/8" 1 1/," 1 _� [.,2- �h
C - F/I 6 3/4'_ ELEVATION ADA RAMP NOTES TYPE 2 & 5
F_ /8 1 7/13'
'DETAIL B
REMOVE AND REPLACE
CURB AND GUTTER
SOUD HDPE LDCAING LAD
WASHM ROCK
f - 14.
BEARING SOIL
DRYWELL DETAIL
NITS.
SAW CUT OR REMOVE
TO NEAREST JOINT
EXIST 5' SIDEWALK
000
00 0 1/2- EXPANSION JOINT
V-0" TACTILE STRIP
SIDE RAMP SEE DETAIL B
1. 12 (TYPICAL) (TRUNCATED DOMES)
6" CONC. CURBING SHALL EXTEND TO
THE LIMITS OF THE SIDE SLOPE AND
SHALL MATCH THE TOP OF THE SIDEWALK
EXIST 5' SAW CUT AS REQUIRED
SIDEWALK
NW 114.9 NE
114,
SEC.
30, T.27 N, R.4 E.,
W.M.
INSTALL UPSIREAM REDUCER AS SHOW
IN ORDER 70 PRMT UPSMEAM AIR LOCK
SPECIFICAPON FOR CUP OP17ON'
J'DJA CMP-16GA WITH 12 GA ENDS
2 ;j x P.. IN. CORREGA 110N ALUMINIZED
/I
DETEV710N PIPE UPSTREAM M LOCK DETAIL
STEU OR ASPHALT TREATED.
----------
........ ........ ........ ------_-------
(_'C'11C WALI,
AOR 4* PVC FW77NG
z
Vq) _77 a
K K7 7'r
COM770N (nP.)
WIR
ADS N-12 NSER-12* DIA
wItRUM PMFWAIM HW
_T
7+81.16 82nd PL W CIL
7+00. 00, PLAT ROAD 120 00
X
Cn
ja
e 1�. f MAX. SLOPE
42.50'
32,50,
32.50,
42.51'
F - - -
- - - - -
15'BSBL (TYP)
3 2
4
14485 SF
Z646 SF
2,629 SF'9
4415 SFI
Eg
I
I
I
N 89'37'22" W
(n
Cn
I
142.50'
N OOW'00* E
32.50'
42.$1'
32.50'
2
3
4
3,400 SF
Z600 SF
Z600 SF
4401 Sir
L - -
15, BSBL (TY)
_j
42.50'
32.50'
32.50'
4251 #
yB. 111
TOP=422.2 FA
IE=418.32
2" MIN AG PVIVIT
!A a
2""CSTC
4---1-1/4"CSBC
APPROVED SUBGRADE
PAVEMENT DETAIL
N. T. S.
NOTES:
1. FORMS SHALL BE TRUE TO LINE AND GRADE
AND SECURELY STAKED.
2. THRU JOINTS SHALL BE PLACED ADJACENT
TO CATCH BASINS.
3. EXPANSION JOINTS SHALL BE EVERY 10 FEET
AND DUMMY JOINTS EVERY 5 FEET.
4. THRU JOINTS SHALL HAVE 1/2- TO 5/8" WIDE
PREMOLDED JOINT FILLER.
5. CONCRETE SHALL BE CLASS 3- 300OPS1.
6. FINISH SHALL BE LIGHT BROOM.
7. CURB SHALL BE SPRAYED WITH CLEAR CURING
COMPOUND OR SHALL BE COVERED AND KEPT MOIST
FOR 72 HOURS.
8. ALL SIDEWALKS POURED BEHIND CURB IN
DRIVEWAY AREAS SHALL BE 6" THICK OVER 2" OF
N OOVO'00* E CSTC WITH SUBGRADE COMPACTED TO 95% MAXIMUM
DENSITY. STANDARD TYPE "A"
LOT LAYOUT EXHIBIT CURBIGUTER DETAIL
SCALE: 1 40' N. T. S. Edmonds STD E2.8
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
SURVEYED By. C & C SURVE)ING
SIGNS SHALL BE
ra
823,14
CONSTRUCTED OF 14 GAUGE
ALUMINUM AND THE MINIMUM
VER77CAL DATUM - NAVD88, GEODETIC GPS, POINT NAME SC40. 2 112-
DETECTABLE WARNING PATTERNS
(TRUNCATED DOMES)
82,346
WIDTH SHALL BE 12*. THE
BRASS DISK IN CONC MASS AT C/L 5-WAY INTX OF 212TH ST SIM, 84TH AVE
ADDRESS NUMBERS SHALL BE
W & MAIN ST. ELEV = 420-95 (ORTHO)
6.0'
5.0, -,
82348
Y' HIGH REFLEm wHffE.
-
P)
I tv 00 AWPR
T
V WDE TACTILE STRIP (TYP)
ALL LOCATIONS
VARIES-
82350
SET ON A GREEN
'AcKGROUND.
REV. I
DESCRWI70N
DA TE
�IE 12
rll(plgtzp"
RAMP $HALL BE FLUSH AT
I
Respond citl Plan Review Comments dated August 1, 2006
10-23-06
MAIN RAMP- 2% SLOPEP��'"
J
THE OU M LINE
[_��
1.
SLOPE
-
ADDRESS SIGNS ARE
REQUIRED WHEN THE
2
ADDRESSES CANNOT BE SEEN
FROM THE STREET. SIGNS
SHALL BE PLACED ON A
3
SIDEWALK THICKNESS SHALL BE .591--/
CONCRETE CURB AND GUTTER
SEE DETAIL E-2.8
2!
95X COMPACTED SUBGRADE. ADD
CRUSHED ROCK BASE AS REQUIRED
474" TREATED WOOD POST
4
5
(NEW CONSTRUCTION ONLY)
HEIGHT TO BOTTOM OF SIGN
11r FULL DEPTH MANSION JOINT MATERIAL
SECTION B-1
SHALL BE 300
VT= CONFUCT NOTE.
wriFIMMAMM WAI I PF PF�rPDNSIBLE RW MIFVNG THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING U77LI17ES IWETHER
ADA RAMP DETAIL (TYPE 5) 2
N. T. S. Edmonds STD's E2.18
OUTLET 1E.=414.70 ORIFICE EL=413.7 +/-
PVC INSIDE DIAMETER CAP.
: pl.N 9" MIN. DRILL 1.2" omna IN
CENTER OF CAP.
SECURE WTH ADHESIVE &
0: 4 4 STAINLESS S7EEL SCREKS.
1 RES TRICTOR MANHOLE CB-1 1-_3�
N. T. S.
0 Scale 111 201
Z
10" 6" MIN.,
7!: 6" 36 6" 50
2 1/2" 2 1/2"
COMPACTED
NATIVE MATERIAL
7- OR APPROVED
2' MIN COVER FI" AS REQUIRED q-
I R 0
38" DIA. DETENTION PIPE
31
X
TRENCH FILLED WITH
3/4- TO 1-1/2" WASHED NOTES:
GRAVEL OR PEA GRAVEL 1. EXTRUDED CSWENT CONCRETE CURB SHALL BE BONDED TO
... .. THE PAVEMENT WTH TACK COAT OR SLURRY MIXTURE
29
ADHES1W.
-4 1179 1 2. ANTS IN EXTRUDED CEMENT CONCRETE CURB SHALL BE
CUT VER77CALLY AT 10 FOOT INTERVALS 70 A MINIMUM
6 49 DEPTH OF 5 INCHES. SAMD CUTS SHALL BE 1/8 INCH
MINIMUM RD 7H.
DETENTION PIPE BEDDING DETAIL EXTRUDED CURB DETAIL
NITS. N. T. S.
CITY INSPECTION REQUIRED ON FORM
WORK PRIOR TO POUR
NOTE: CB'S WITHIN ROW SH
I
HAVE LOCKING VANED . GRAT�ELS]L EXPANSION JOINT DUMMY JOINT
PLASTIC OR CAST IRON GRATE
ITeMIN
12! M 18" N-12 OR RCP PIPE
0
FULL DEPTH 1/2" EXPANSION
NOTE, jr TO 0' PVC PIPE JOINT MATERIAL
CORE -DRILL HOLES GROUT PIPE TO BASIN L
0 FOR YARD BASINS
WITH MULTIPLE
C NS
...... Ir CONCRETE BASE
YARD BASIN DETAIL
N. T. S.
5-1/2"
1" R
1 " BATTER
1"R CITY INSPECTION RI
FORM WORK PRIOR
0.05 FT
�14
18" STANDARD
I
J
40
%
Aj
40
A
4 A.
2' MIN.
10, O.C.
5'
O.0
PLAN
SAW CUT ACP A MIN.
OF 2' FROM EDGE OF
GUTTER.
UNDISTURBED EARTH OR
SECTION %COMPACTED NATIVE MATERIAL
2' MIN. UNLESS OTHERWISE SPECIFIED
SAWCUT BY ENGINEER
2"- 5/8" MINUS CSTO
N 0 T E:
1. CONCRETE SHALL 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 SHAH BE POURED SEPARATELY FROM SIDEWALK
8. CONCRETE SHALL BE SPRAYED WITH CLEAR CURING COMPOUND
OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS.
7. SAW CUT AND REMOVE ACP PAVEMENT A MIN. OF 21 FROM GUTTER
FACE TO INSURE ADEQUATE COMPACTION OF ACP AND GUTTER SUBGRADE
CONCRETE SIDEWALK
r8
us
Edmonds -S R
NITS. TD's E2.13
NOV - 3 2006
24" ARTERIAL \\2'- Ble MIINUS CSTC A R VED FOR CONSTRUCTION SITE ADDRESS
80 16 212th STREET Sw
CITY ENGINEER DA TE EDMONDS, WA. 98026
ADDRESS SIGN DETAIL
NW 114., NE 114, SEC. 30., T. 27N.? R. 4E., W.M.
(FOR FUTURE DEVELOPMENT)
-PLACE 2X4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO
INSURE J FEET EX7ENDS ABOVE GRADE. PAINT TOP 18 INCHES WH17E.
IN J INCH HIGH LET7ERS S7ENCIL THE NUMBER OF EVEN FEET FROM
GROUND ELEVA77ON TO THE SEWER STUB INVERT.
8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2X4
STAKE AT OR ABOVE FINISHED GRADE
CAS71RON LOCKING LID
LAMPHOLE COVER
(EAST JORDAN IRON WORKS CO.)
(MODEL 1. OOJ66108)
6" WYE AND 45' BEND
6" LA 7ERAL RUN TO HAVE
SLOPE OF 2% MIN. TO
10% MAX
RUBBER JOINT BISCUIT PLUG OR
07HER APPROVED WA 7ER77GHT PLUG
N 0 T E.-
1. WHEN TAPPING INTO EXIS77MG MAIN
AN INSERTA-TEE SHALL BE USED.
PLACEMENT OF TEE SHALL DEPEND
ON DEP7H OF SEWER MAIN. AS A
MINIMUM, THE 7EE SHALL BE PLACED
AT A 45 DEGREE ANGLE.
2 F CONNEC77NG SIDE SEWER TO EXIST
CONCRE7E LPERAL, A CONCRE7EIPVC ADAP7ER
SHALL BE USED AND SECURED PER MFGR'S 1NS7RUC77ONS,
@ INSTALL CHECK VALVE ON AIETER INSTALLA77ONS FOR NEW
BUILDING CONSMUC77ON ONLY. DELETE CHECK VALVE FOR
MEJERS INSTALLED IN CONSTRUCT70N WTH REPLACEMENT
OF EVS77NG WA TER MA INS.
11
00
R
BALL VALVE
11
00
I "
22.5 0 OR
45* BEND
TYPICAL SEWER LA TERAL
N. T. S. Edmonds STO E6.4
MEIER INSTALLED BY CITY
R171 "06. ViTATI-4
C31
(D (D
C
rA
A
FOR VACANT LOT (FUTURE USE) CURB STOP SHALL BE PLACED
A PROPE.R IrE A LOCA71ON MARKED WIH PAINTED
T X 4 T W I NQ
2" 7Y A ER STENMED ON IT
SHALL BE INSTALLED F E)OSTING YOKE HAS NO CURS STOP
DEPTH SHALL BE 18".
TML OT
ALL 314" OR I" SERWCEE TO BE TYPE W" SOFT COPPER TUBING.
CEMENT LINED D.I. BRONZE CORP. STOP NTH CC THREAD INLET AND COPPER (CITS) GRIP OUTLET
(FORD OR MUELLER)
WMERMAIN W7H 71YPE -K- SOFT COPPER TUBING OR HIGH MOLECULAR POLY PIPE. (160 PSI).
WON TWE JOINT TRACER WRE SHALL BE MAPPED AND TAPED TO POLY PIPE.
D BRONZE CURB STOP Kf TH EIP THREAD.
E 314' ME7ER SETTER EQUAL TO A. YM, McDONALD A Y20212WMJ
THIN INTH ANGLE BALL VALVE WIH LOCK WNGS, CHECK VALVE, 12' TALL
STEEL INLET AND OUTLET HORIZONTAL INTH DUAL PURPOSE CONNE077ONS
DOUBLE STTAP SADDLE REQUIRED WIEN TAPPING THIN STEEL
MID -STATES PLAS770 METER BOX ( US It X 18 X 12) IRTH
MS 11 X 18 DUC71LE LID NTH READER
6 " 7EE
POSSIBLE
SEWER MAIN
LOCA 71ON
CONNECRON A T
MAIN SHALL BE
AT 45* ANGLE
OR GREA 7ER
POSSIBLE
SEWER MAIN
LOCA 77ON
PROPERTY
LINE
FINISHED
GRADE
37%
PAINTED 2 X 4- W7H "WATER' STENCILED ON IT Q BRASS compREwoN nmNG
WATER SERVICE TO HOUSE
(D HIPTX C73 GRIP 14GA. KIRE TRACER (TAPED
TO POLY PIPE EVETY 107
NOTE: PVC PIPE SHALL NOT BE USED FOR WATER SERVICES
,314"'-1" WATER SERVICE INSTALLATION
N.TS. Edmonds S7D EZ6
f�
MM17ON PIPE UPSTWAM AIR LOW DL7AX
-7-
SA %CUT 2' FROM
EDGE OF EX PNT DEPTH OF ASPHALT CONCRETE PATCH SHALL
HEAT & TACK MATCH EXISTING PAVEMENT DEPTH WITH 2' MINIMUM
INTH ASPHALT ON COLLECTOR STREETS AND 3' MINIMUM ON MAJOR
)L ARTERIAL STREETS
SEALER, MIR.)
J.
.-A
1,90
< 4 FINAL JOINT SHALL BE SAW CUT AND ALL
EXPOSED EDGES SHALL BE TACKED NEATLY WITH
AR-4000W,
cirr- )A MR r2 <SEE NOTE #3)
ltmTko� I EXISTING ACP
1.01 f 1 i..Jrl,
NT C-4w, urlLers's f T" METER5; Ka ------
PIP
P-& VEXSTING,�,,ETS "WEr-yl
Tlc:'n
e4
CCWNEC7 EkSTING A
:v=-Lje,-z L.-,v 0, W=\\ It
`o-' LA R' L VING '0 4 .41
V..j 12tfW -..%
. 40,.
SPL44L P;,G TV'o V_-j?t1aUC_ E ST J12OZ .4
I I'��\ 1 14 4 : 4,
SSCO AT PROPER TY SDE SEMR .'4'.-'. " .4 :..
UNE ROW SIDE 0) MIN. SL (71p)
L'I tie% C^-j
Y"Ar
0e; k
qA
It (46T -,A "TeRAL S IE=411.9 IE=412.6
r
/Er411.5 IE=413.12 A
6A411.
77777 1- MIN. MIN. MIN.
SSCO AT PROP. LINE (TYP.) f .1 ut
fx. 6" S 11), 1 6-r -1 SSCO -7
20+00 21
10+81.16 82nd PL W SSCO
.... .. ...
20+00.00, PLAT ROAD
IE=411.7
MIAI.
MIN. IE=412.92
MIN, REFER TO THE CITY OF EDMONDS
w
SSCq A BLDG (TYP.) MODIFICATION TO SECTION 9 OF
-�11 vil) n 61 MIN DEPTH 1 1/4 MINUS CSBC WSDOTIS STANDARD SPECIFCATIONS
FOR BACKFILL MATERIAL GRADATION,
IMPORT OR NATIVE MATERIAL,
SHALL BE COMPACTED TO 95X
CONNECT 70 ENS77NO MAXIMUM DENSITY.
\,__.--1X NE'� WATIR LATERAL
ME7ET.NffCftW DIS17NO SFR (SEE NOTE #2)
�E�?UOEO
OR
1 411.9
044
T&Iqll G MEFER 4IS&V
OR INS TAU N LA TV AL
li 6A7Fg!:;V AS REQUIRED.
I.A. Q? SSSCwO AT PR 7PE 77Y
LINE CROSSING-RO1 9 x NOTESi
1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT
4 STANDARD SPECFICATIONS FOR BACKFILLING REQUIREMENTS,
2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANY
DOCUMENTING BACKFILL MEETS A MINIMUM 95% DENSITY PER ASTM D 1557,
3. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH
CRS-1 OR CRS-2 SEALANT,
Avv4 1�'Tall
TYPICAL ACP AND UTILITY PATCH
N. T. S. Edmonds S7D E2.3
wo
IF 51 Ir:, TD t_-�,7 _46ATt5l
br,VA t0tb Fya�W
M41�IV�l a r4U4FW VWMq
RESUB
10 a 10 20 IV
M M - � !,f) V - 3 2 0 0 6
21� 4WAMENT
Scale 1" 20' NR WONDS
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
/ih SURVEYED BY' C & C SURYEWNG AT FOR CONSTRUC77ON
NAV088, GEODE77C GPS, POINT NAME SC40. 2 112 011 41ZAO S17E7 ADDRESS
VERTICAL DATUM DA 21207 82nd PLACE WEST
BRASS DISK IN CONC MASS AT CIL 5-WAY INTX OF 212TH ST SW, 84TH AVE CITY ENGINEER
W & MAIN ST. ELEV = 426.95 (ORTHO) EDMONDS, WA. 98026
PLANTING 5GH EX LE
AZAELEA: 5 GALLON
T5UGA MERTEN51ANA/
MOUNTAIN HEMLOCK: ro'-12'
PINUO NIGRA /AU5TRIAN PINE: 0'-12'1
ACER CIRCINATUM/VINE MAPLE: 6-101
CORNU5 KOU5A/ KOU5A
DOGWOOD: 6-10,
PYRU07 CALLERYANA'GLEN FORM'
CAPITAL PEAR: 3" CAL 13R. HT
THUJA PYRAMIPAI-15
PYRAMIPAI-15. 5'
V113UKNIUM PAVIDII/ DAVID
V113UKNIUM 2 GALLON
8 13ER13EP,15 THUN. / ROYAL
13UPGANPY 13AKBERKY: 1 GALLON
0 H05TA: 1 GALLON
PHORMIUM TENAX RU13KUM
NEW ZEALAND FLAX: 5 GALLON
RHOE)At)ENPPON/'UNIQUE':'24"-50tl
CHOISYA TERNATA/
MEXICAN ORANGE: E5 GALLON
VINCA MINOR: 4" POT5/ 24" O.C.
LAWN
ARCTOOTAPHYLOO UVA-UR511
KINNIKINNICK: 4" POT6/ 24�'O.C.
C15TUO 5ALVIFOLIU5 / OAGELEAF
ROCKR05E: 1 GALLON/24" O.C.
FTc--1 IRRIGATION CONTROL FANEL
rol CEPAR FENCE
TRASH CAN$ IN EACH INDIVIDUAL UNIT
LIGHTING52EPULE
, 00 WATT PORCH LIGHT
o
HEIGHT. T-O"
5TYLE: AMERICAN MI05ION 7-1/4" HIGH
OTEEL POCKET WALL LAMP(06094)
RY I A MPr, PI I 1c;
rth4r- f&-w RQJ9
stoelp- 4;e" t�o 41)0
to f or a� �0-w.
t2d-� 'Dev�C4
APP90VED-,V.-V8TE�--
ING
Data:
406'aft'l.212th SW I
S 89006'47" E
�IJO FIR
: REMOVED
0 FIR
EMOVED
44). rorLAK
TO 13E REMOVED
SCALE: 1" = 20'-0"
LOTCOVERAGE
21209 #1-4
4577-00/12,375-00 = 37%
21211 #1-4
4577-00/12,000 = 38%
------- EXISTING GRADE
— PROPOSED GRADE
PARKING REQUIREMENTS
(8).q BED = QX8 = 16
TOTAL REQ. = 16 SPOTS
ACTUAL = 16 SPOTS
21209 #1
A- 420.25'
B. 421-75'
C. 421.05'
D. 4ic).l.c;
AVE GRADE = 420-55'
21209 #2
A- 422-00'
B- 422-70'
C. 421.6o'
D. 421.00'
AVE GRADE = 42:1.83'
21209 #3
A. 423-05'
B. 423-75'
C. 423.15'
D. 422.0.9;'
AVE GRADE = 423-00'
21209 #4
A- 423-90'
B. 425-40'
C. 423-30'
D. 427-0.W
AVE GRADE = 424-91'
21211 #1
A- 419.681
B- 420-51'
C. 420-43'
D. 41o.86'
AVE GRADE = 420.12'
21211 #2
A. 420-70'
B. 421-49"
C. 421.20
D. 420-62'
AVE GRADE 421.00'
21211 #3
A- 421.82'
B- 423-04'
C. 421.96'
D. 421.q-;'
AVE GRADE = 422,,04'
21211 #4
A. 423-36'
B. 426.92'
C. 423.98'
D. 422.24'
AVE GRADE = 424-13'
%f
APPROVED BY PLANNING
o cx--
al.--lill fl-lat wllm--1
JUL 0 5 20MOO
BU;LDiNG Dr-PARTMENT
CITY OF EDkiloNDS
z
�7
3:
z
0
M
LLI
(o
U
z
0
w
lu
).22.06
IONS:
PRINTED:
-1 m VrE rl
F, — C —
0 5
sull-oluo
cirt, C?
NW 114.9 NE 114, SEC. 3 0, T. 2 7 N, R. 4 E. 2
W.M.
54' MH Y 2 LIDS
Rlhf=420. 6
IE=410.18
Scale 1" = 20'
8" PSS
3 , 7jo-
212TH ST Sw"
__4 28�
5' CONC WALK 4N
426----
GRADING NO
GRADING FOR THE PROPOSED
BUILDINGS CAN ONLY GO THE WE
FINISHED FLOOR.
LEGEND
BUILDING
ASPHALT PAVEMENT
CONCRETE' SUFFACE14VALK
CA Mq BASIN
SM MANHOLE
D FH
FIRE HYDRANT
YC-X
FENCE AS NOM
-0-
POER POLE
pp
J.00- J,00- PR(2P_O
-0
�A 0 , I ASPHALT
0 r
U)
3 6.00 8.00
IiA-14 I MPOr CONCRETE'
(A 4
LID TO 41Z84- 03 \FF--4H4_ FF-4Z.00 FF-42226 FF=42.159 A:
EX. C6 @ STORM DRAIN AIANHOLE
A
1_0P�--41Z6T_- Al.
0 CATCH BASIN
IE=414-.51
TOP�GARAGE 7W G4RAGE TOP G4RAGE TOP a4R40E SM HANHaE
sup am am a
. . . . . . . SLABIEL-4=2' -421.5' SLAB awma), -
1.78
7
FIRE HYDRANT
A.1 WA TER METER
VALVE
1b. N 16 1 0
A-
4
6
EX, -STUB BEND
-z8x six ghs"O", zwx\ to
TEE
N 9 )100 0 150.02 THRusr BLocrimG
00
418.0 11R 13 --C- SILT I'DVOING
GUTTER
C.4
BREAK A. CLEARING UMMS
UNE o7 1W WWAR
11 1421.78
2 SLAG EL-42aY.. j V GMAGE TOP GARAGE FA: RELD ADAIS7
mf aVAGE am EL-4214f 4
05 Sue &L=42Z�1'1.1 1E. INVERT EIEW77ON
A*
CO.: SANITARY SEWR CLEAN OUT
SSMH. SNAIIARY SEC? MANHOLE
W,, WA TER HEIEP
CIV
x
JL76499 tu CO.- CATCH BASIN
N 90?00'00" E 150.02
RADIUS VARIES
TYPE 2 CURB RAMP
5' LONG RAMP MIN.
(SEE DETAIL E-2.15)
1' BEHIND START OF RAMP
CONCRETE SHALL BE CLASS 3- 300OPSI
CONCRETE CURB AND GUTTER
OR 16" VERTICAL CURB (TO MATCH
EXISTING CURBING) SHALL EXTEND
TO END OF RADIUS.
EXTRUDED CURB SHALL START
AT END OF RADIUS
TRANSITION S PE SHALL
BE 1: 12 (TYPr
TYPE 1 CURB RAMF
5' LONG RAMP MI
Z-,/(SEE DETAIL E-2.t
CONCRETE CURB AND GU77ER
PLACE FULL DEPTH EXPANSION JOINT
BETWEEN C/G AND HIGH TRAFFIC LOAD GUTTER
IF WING AND C/O ARE NOT POURED AS ONE UAIT
CURB/GUTTER AND WING FOR HIGH TRAFFIC
LOAD GUTTER MAY BE POURED AS ONE UNIT.
FULL DEPTH EXPANSION JOINTS SHALL BE PLACED
IF WIDTH OF OPENING EXCEEDS 15'.
ASPHALT SURFACE
CITY. -.OF "ED4dND,S
REVISIONS STANDARD DETAIL
API'Kuvr_u UT WA
D. GEBERT ly6/03 HIGH TRAFFIC LOAD DRIVEWAY ACCESS
(WITH APHALT DRIVEWAY APPROACH)
DATE 7/24/01 SCALE NTS NO. E2.27
18.3aO50 DMOPMOT APPROVAL STANIMM FOR SWON AND SW#fiWTA7WN CONTROL W) PLAN.
A. ESC MINIMUM REQUIREMENTS ALL AC17W77ES NECESSITATING A CLIEARING OR GRADING PERMIT AND ALL UTILITY
PRO,ECTS CONMS77NG OF MORE THAN 500 UNEAL FEET OF TRENCH EXCAVA770N SHALL BE REQUIRED 70 CONTROL
EROSION AND SEDIMENT DURING CONS7RUCIZON AND TO PERMANENTLY STABIUZE EXPOSED SOIL RESUL71NG FROM
CONSTRUC7701V PROECTS INVOLVING A CRI77CAL AREA MAY ALSO BE REQUIRED 70 COMPLY WIN ANY COWSINA77ON
OF THE ESC MINIMUM REQUIREMENTS COMPLIANCE KL BE DEMONSTRATED THROUGH THE IMPLEMENTA77ON OF AN
APPROVED ESC PLAN. GUIDELINES FOR PREPARING ESC PLANS ARE PROVIDED IN THE MANUAL THE PLAN MUST
ADDRESS THE FOLLOWNG REQUIREMENTS-
1. ESC MINIMUM REQUIREMENT - CONSIRUC7701V ACCESS ROUTE. CONSTRUC710N VEH1W ACCESS SHALL S&
IMENE'n PRA077M LIMITED TO ONE ROUTE. ACCESS PaNTS SHALL BE STAB11i2rD 107H QUARRY SPALLS OR
OTUSHED ROCK 70 MINIM12E 7HE 7RACk?NG OF SEDIMENT ON70 PUBLIC ROADS F SEDIMENT IS 7RANSPOR7ED ONTO A
ROAD SURFAq, THE ROADS SHALL BE "NED THOROUGHLY AT THE END OF EACH DAY SEDIMENT SHALL BE
REVOIOED FROM ROADS By S1yOVVJNG OR SKMNG AND BE IRAN70TED TO A CONTROLLED SEDIMENT DISPOSAL
AREA WTHIN 24 HOURS STREET WASHING SHALL BE ALLOKED ONLY AFTER SEDIMENT IS R&WOVED IN 7H/S MANNER.
2 ESC MINIMUM REQUIREMENT - STABILIZ4 ZION OF EXPOSED AREAS ALL SOILS EXPOSED BY LAND DISIURBING
ACT11VITIES SHALL BE STABILIZED BY SUITABLE APPUCA77ON OF BYPS; INCLUDING, BUT NOT LIMITED TO, SOD,
HYDROSSEDIN4 OR 07HER VEGEIA770N, PLAS77C COWRNa OR MULCHINa ALL BYPS SHALL BE SELECTED, DESIGNED,
AND MAINTAINED IN ACCORDANCEWTH THE MANUAL THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING 70 AN
APPROVED TIMETABLE (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE INAN TKV DAYS FROM OCMBER I
THROUGH APRIL JO AND NO MORE IHAN SM DAYS FROM MAY I THROUGH SEPTEMBER 30).
3. ESC MINIMUM REQUIREMENT - PROTE07701V OF ADJACENT PROPERTIES ADJACENT PROPERTIES SHALL BE PROTECTED
FROM SEDIMENT DEPOS171ON BY APPROPRIATE USE OF' WQETARW BUFFER STRIPS, SEDIMENT BARRIERS OR FILZER4
DIKES OR MULCHINa OR BY A COMBINA770N OF THESE MEASURES AND OTHER APPROPRIATE BYPS
4 ESC MINIMUM REQUIREMENT - MAINIENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL a REGULARLY
INSPECTED AND MAINTAINED By THE OIWER TO ENSURE COIV71NUED PERFORMANCE OF THEIR INTENDED FVN0770N. ALL
MAINTEIVANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE INIH THE MANUAL
5 ESC MINIMUM REQUIREMENT - 07HER UMPS AS REQUIRED BY THE CITY OTHER APPROPRIATE BMPS TO M171GATE
THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED.
6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDDWOUND U77U7Y CONSTRUC710N. THE C0NS7RUC71ON OF
UNDERGROUND U77UTY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWN2
A. EROSION CONTROL FOR EXCAVATED AND S70WRLED MATERIALS,
B. THE PLACEMENT OF EXCAVATED MA7ERIAL IWERE CONSISTENT WIH SAFETY AND SPACE CONSDERAVONS SHALL BE
PLACED ON THE UPHILL SIDE OF 7RiWCHM
C TRENCH DEWATERING SMTEVS (MUST DISCHARGE INTO SEDiMENT 7RAPS� SEDIMENT PONDS; OR 07HER ACCEPTABLE'
MEANS'
D. 1RACKiNG AND SPILLING OF MATERIALS ON SIREFIS DUE TO HAUUN(�
E DAILY CLEMVP AND STREET MAINTENANCE
Z ADDI77ONAL ESC MINIMUM REQUIREMENTS FOR LARGE? DEVELOPMENTS ALL NEW DEVELOPMENT AND
REDEVELOPMENT THAT INCLUDES LAND DISIUR81NO ACTIVITIES OF GREATER THAN, OR EQUAL 70, ONE ACRE IN
ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY W7H ESC REQUIREMENTS LISTED
BELOW
8 ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, MARK CLEARING LIMITS
ANDIOR ANY EASEVIENTS, SMACKS� SENS177VEICRIPCAL AREAS AND 7HE BUITEI?S� TREES AND DRAINAGE COURSES,
9. ESC MINIMUM REQUIREMENT - SEDIMENT MAPPING, PRIOR TO LEAVING THE STE, STORM WATER RUNOFF 91AU
PASS THROUGH A SEDIMENT POND OR SEDIMENT IRAP, OR OTHER APPROPRIATE SUPS, SEDIMENT PONDS AND ZRAP4
PERIMETER DIKa SEDIMENT BARRIERS, AND OTHER 8MPS INZIENDED 70 TRAP SEDIMENT ON-SM SHALL BE
CONSIRUCTED AS A FIRST STEP IN GRADING. THESE OMPS SHALL BE FUNC7701VAL, BEFORE LAND DIS7URBING
AC71WIlES TAKE PLACE. EARTHEN STRUCIVRa SUCH AS OAK DfKE4 AND DIVERSIONS SHALL BE SEEDED AND
MULCHED ACCORDING TO AN APPROVED 77WABLE.
ia ESC MINIMUM REQUIREMENT - CUT AND FILL SLOPES CUT AND FILL SLOPES SHALL BE DESIGNED AND
CONSTRUCTED IN A MANNER THAT WU MINIM12E EROSION. IN ADD1770N, SLOPES SHALL BE STABIUZED IN
ACCORDANCE Iff TH ESC REQUIREMENT NO. I
It. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION, PROPER77ES AND WATER WAYS COMSTREAM FROM
DEVELOPMENT SITES SHALL HE PR07EC70 FROM LROSION DUE 70 INCREASES IN THE VOLUmE, VELOCITY, AND PEAK
FLOW RA TE OF STORM WA TER RUNOFF FROM THE PROJECT STE,
12 ESC MINIMUM REQUIREMENT - STABIUZ47ION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS ALL
EROVON FROM EVE07ED VELOCITY OF FLOW FROM A TN0- R, 24-HOUR FREQUENCY STORM THE
DEVELOPED CONDITION. STABIUZ477ON ADEQUATE TO PRMr EROSION OF OUTLETS, ADJACENT STREAM BANKS,
SLOPES AND DOYNSIREAM REACHES SHALL BE PROVIDED AT THE OUXEIS OF ALL CONVEYANCE SYSIENS,
15 ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTEC770N. ALL STORM DRAIN INLETS MADE OPERASLE
DURJNG CONSTRUC770N SHALL BE PROTECTED SO THAT STORM W47ER RUNOFF SHALL NOT ENM? THE CONVEYANCE
SYSTEM W771OUT FIRST BEING RL TERED OR OTHERWSE MEA TED TO REMOVE SEDI#FjVT.
14 ESC REQUIREMENT - REMOVAL OF TEMPORARY BMPS ALL TEMPORARY JWOSION AND SEDIMENT CONTROL BMP$
SHALL BE REMOVED WTHIN 30 DAYS' AFIER FINAL SITE STABIUZA7701V IS ACHIEVIED OR AFTER THE 0PORARY BMPS
ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABIUZED ON SIZE DjS7URBED SOIL AREAS
RESUL71NG FROM REWOVAL SHALL BE PERMANENTLY STABIUZED.
15. EROSION AND SEDIMENT CONIRCIt, REQUIREMENT - DEWATERING CONSTRUC770N SITES DEWATMNG S)ISTEMS SHALL
DISCHARGE IN70 A SEDIMENT TRAP OR SEDIMENT POND.
16. EROSION AND SEDIMENT CONTROL REQUIREMENT - CONTROL OF POLLUTANTS 07HER THAN S021MENT ON
CONSIRUMION 97ES ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON STE DURING CONSTRUC770N SHALL
BE HANDLED AND D19VSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINA 7701V OF STORY W4 TER.
IZ EROSION AND SEDIMENT CONMOL REQUIR&YENT - FINANCIAL LIABILITY. PWORMANCE BONDING, OR 07HO?
APPROPRIATE' FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROECTS TO ENSURE COMPLIANCE W7H THE
APPROVED EROSION AND SEDIMENT CONTROL PLAN. [ORD. 3013 9 1, 19951
STRAW BALES MAY BE USED IN
CERTAIN CIRCUMSTANCES (SEE
DETAIL E111), THIS APPLICAITON
SHALL BE MAINTAINED AT ALL
TIMES DURING CONSTRUCITON
PERIOD.
TEMPORARY SEDIMENT
TRAP FOR CATCH BASIN
FILTER FABRIC -
SECURED TO 2" X 2"
14 GA. WIRE FABRIC
EQUAL
2" X 2" WOOD OR
EQUIVALENT
8"
PLACE 3/4"-1.5" WASHED GRAVEL IN
THE TRENCH AND ON BOTH SIDES OF
FILTER FABRIC FENCE ON THE SURFACE.
C,
0,
C12 0 0 0
A.,
4v
i. q
VICINITY MAP
N.rS.
L
sjrl-yv
1 ju
-CONSTRUCTIQU SOUEN-M
1. CALL ENGINEERING INSPEC71ON LINE (425-771-0220, EXT 1326) TO SET UP A PRC-CONSTRUCTION
MEETING K17H OVINER, CONTRACTOR, DESIGN ENGINEER AND CITY ENGINEER,
2. TEMPORARY EROSION CONTROL MEASURES TO BE IN PLACE AND INSPECTED PRIOR TO ANY
CONSTRUC77ON OR SITE CLEARING.
J. REVIEW EROSION & SEDIMENTA77ON CONTROL NOTES.
4. CONTRACTOR IS TO PROWDE DUST CONTROL MEASURES AS REQUIRED INCLUDING STREET SKEEPING,
S. ROUGH GRADE, INSTALL U77LI77ES & STORM SYSTEM PER PLANS.
6. DESIGN ENGINEER SHALL INSPECT KEY PROJECT ASPECTS DURING CONSTRUC770N.
Z nNAL GRADE, PLAC15 AND H)SIROSEED PER N07ES & DETAILS.
8- REMOVE TE.S.C. FACIL177ES PER CITY APPROVAL.
EROSLON A SOMM TA 770N - 00N TROL NO M&
I. DURING CONSTRUCTION, STRAW OR 07HER MATERIAL TO COVER EXPOSED EARTH SHALL BE ON LOCA71ON
AND READY TO USE. F THE NEXT 14SATHER DAY FORECAST IS RAIN, THE SfTF SHALL BE COVERED AT THE
END OF THE DAY. THE SITE SHALL BE COVERED F THE NEXT DAY IS A NON -WORKING DAY.
2 SOIL STOCKPILES ARE TO BE COVERED KITH VISQUEEN VVINN 24 HOURS.
J. IMMEDIATELY FOLLOWNG F7NISH GRADING, nNAL LANDSCAPING IS TO BE INSTALLED OR HYDROSEED OR
MULCH AREAS OF EXPOSED EARTH.
WS=770K.NQM#
I. CALL THE CITY ENGINEER INSPEC77ON LINE (425-771-0220, EXT 1326) 24 HOURS IN ADVANCE
FOR ALL ENGINEERING INSPECTION&
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMA77ON
SURVEYED BY: C & C SURVEWNG
VER17CAL OATUM - NAVD88, GEODE77C GPS, POINT NAME SC40. 2 112"
BRASS DISK IN CONC MASS AT CIL 5-WAY INTX OF* 212TH ST SIM, 84TH AVE
W & MAIN ST ELEV = 420.95 (OR7HO)
CONTRACTM/0EYMMM SNAIL MAINTAIN MD MUM
STRAW BALES TO INSURE PROPER EROSION CONTROL,
FILTER FABRIC MATERIAL IN
CONTINOUS ROLLS. USE STAPLES
OR WIRE RINGS TO ATTACH
FABRIC TO WIRE.
11 WIRE MESH SUPPORT FEI
IL_ TO SUPPORT FILTER FAB
20-011 1 1.
2'-6- 11 �,, BURY BOTTOM OF FILTER
MATERIAL 8" TO 12"
'2" X 2" WOOD POSTS OR
EQUIVALENT
CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN,
TEMPORARY FILTER I
FABRIC FENCING a,
N.TS. Edmonds S7D's El. 1
MADING WN77
cur, 648 CY
nLL: 50 CY
GRADING QUAN7177ES ARE ROUGH
CALCULA 71ONS 7HA T DO NOT TAKE
INTO ACCOUNT SHRINKAGE OR
SICELLAGE.
STREET FILE
GO 3 S � 11,91 PL w
A�PROVED FOR CONSTRUC77ON
ZA - ygE-OW4 Eg r/zr3 Az- o,:: � 9
CITY ENGINEERM-16 'Divislarl DA TE
Dovolgq�
Dwv 14 Z-
SIR i 7 261)`�i'
BUILDINGDEPAMNIENT
SHEET INDEX CITY OF EDMONDS
1 of i CLEARING, E.S.C. & GRADING PLAN SITE ADDRESS
2 of 3 ROAD & DRAINAGE PLAN
3 of i SEWER & WATER PLAN 21207 82nd PLACE WEST
EDMONDS, WA. 98020
INSTALL 1/2' EXPANSION JOINT
AT 1: 12 MATERIAL (TYPICAL)
REMOVE AND REPLACE
CURB AND GUTTER
ZL
00 0
B-1 010 10
000 00
0 0
0 00
. 0�
P% �Of%
LL
Wo
DETECTABLE WARNING
0 �0 0
00
LL
PATTERN (TRUNCATED DOMES)
SEE RAMP DETAIL 9 DWG# E2.22
000
00 00
0 0 00
LL
0 0
0 00
0 0
10020002021
R P
A
AT 1: 12
L
EXISTING
SIDEWALK
000
000 00
000000
000000
j
LITIN -- SAW CUT AS REQUIRED
CTILE r IN
1� TARN G
CU 8 RAMP--' I' 7),P. I-*- I WOE YPICAL) STMP
2.51 LONG
3' LANDING REFER TO DETAIL
TYPICAL ON ALL E2.22 FOR SPACING
RAMPS AND SPECIFICAITONS
6.0' MINIMUM CURB LENGTH 5.50
RAMP SHALL BE FLUSH u 3' LANDING -
WITH CUTTER LINE VARIES MOAD SIDE CURB SHALL 19E AT A 1:12 SLOPE
THE DISTANCE OF THE RAMP
1:12 MAX SLOP
4DING
: R
M
0 D �0� N
a 'MUM CURB LENGTI
AD 1 9 SHA 9 A A 12
S' R LL ' T " SLOPE
THE DISTANCE OF THE RAMP
1. SLOPE
12 MAX
CONCRETE CURB AND R -95X COMPACTED SUBGRADE.
ADD CRUSHE ROCK BASE AS REQ1
SEE DETAIL E-2.8 2p ADD CRUSHED ROCK BASE AS REQUIRED
(NEW CONSTRUC71ON ONLY)
1/2* FULL DEPTH EXPANSION JOINT MATERIAL ZDETECTABLE WARNING PATTERN
SECTION B-1 (TRUNCATED DOMES)
ADA RAMP DETAIL (TYPE 2)
N. T. S. Edmonds STD E2.15
ROW q
NW 114., NE 114., SEC. 30., T.27 N., R-4 E., W.M.
UCER AS SHOW
SOUD HDPE LOMNO LID IN ORDER 70 PREVRT UPSTREAM AIR LOCK-\ 3'DIA CUP-16GA NTH 12 CA ENDS
SPECIFICAVON FOR CUP OP77ON,
2 ;6 x Y2 IN. CORREGA 77ON ALUMNZED
OB 11 DEMM PIPE UPSIREAM AIR LOCK DE7AIL ca j2 STEEL OR ASPHALT MEATED.
POL YPROP nENE
5' CONC WALK
OR 4- PVC 1`00117ING 6 MIN.
DRAIN MNECMW (rtP.) i 100-YR EL 41Z60
OVERFLOW EL=41ZOO
to -a- Y
Ar 12" WTR
ADS N-12 RfSV�42' AIA 8" PSS z
wIMM FMORWED H=
CC
X, ELBOW IE=416.81
WAM ROCK 390 \ PIPE SUPPORT - 6" PVC ORIFICE DIA.=2.3"
CR Ij TYPE 2 48" 212TH ST CB- TYPE 2 48' 3.0'Dli DE7ENhON PIPE
EX. CB Ifamcla? mmcq S =422,00 FA 6" x 6' x 6" PVC TEE
TOP=41834 MP-421.50 FA 4 IE(49-41570-OUT 36' x 24' REDUCER
IE=41J.45 IF=Ald, 7n \1E(ES)-41Z7O
NEW IE(E)=4 4.0
0 UUNU WALI VC
CHANCE CH
NTH 42a _x
-0- PPE 2-48
WRING so pp USH a w w
SAWCUT 2' 7H CW,1 J5- X 24-�Rro (710 r2
4 ORIFICE EL=413.7
HEAT & TACK W-15' PVC 0 4.67X PVC INSIDE DIAMEIER CAP.
78 - J60 N-f2 OR CUP a O.Oox '-6w P" IIX' OU7LET IE=414.70
Ra OF EX PMT tAQ
'TOP APTIFf
Iff 1H ASPHALT =4t&9 9` 0N.
SEALER. (TYR.) I F007ING DRAIN DRILL 1.2" ORIRCE'IN
DRYWELL DETAIL --------------- / ------------- is, BSBL --- ---- ----- DRYMU CEN7ER OF CAP.
EX. SSUH OD SECURE WTH ADHESIVE &
N. T. S. 54' MH ly 2 LIDS C� 7-Li 4 STAINLESS SIEEL SCREWS.
R111=420. 6 _u 3
4
IE=410.18 00
p RESTRICTOR MANHOLE CB-1 /0 3�
-100 cv. 10
PAINT SMEET A 3.00 ... -3.00 0
A 100- --
CURB MUOW 'u \ - - AWMD RMVVX /
1 MPW 9MMCE 0 N. TS.
17'+1- -1 SIDEWALK
EXIS77NG EX. PVA4T - I _�SPHALT
WDENING
TYPE DA "
CURBIGUTTER
2%
A. Oro -2X
I I A I i z zicale I = ;du
D PWOSM REZMCE PROP= ROMA 1 0
�A'ISJ 7 a00 8100 _u
UD TO 41Z84N
EX. CB 6- �-36'---� 6-
ry
IE=414.51
TOP=41Z 4
0
7
COMPACTED
NATIVE MATERIAL
2' MIN COVER
OR APPROVED
Ar
FILL AS REQUIRED
#
I
71
W
0
DIA. DETENTION PIPE
E X. 6
2
WIWI racj�
Ift
III )
fr)
I tA
bj
TRENCH FILLED WITH
10+81. 16 82ild Pt. W pp kit I lu. 02, (A . . . 3/4" TO 1-1/2" WASHED NOTES:
to
1 00 .%% GRAVEL OR PEA GRAVEL f rywiffirn J11n.1rur ^AA#P,6r
20+00. 00, PIA T ROAD ... ...
--J 20 ...
CONCRE7 GUTIE`R - 14"
C§ J . . . . . . .
SE GRADING SHEET A14 IT I -11MIP-ITM11-1
SAWCUT NOTE. NEAT LINE CUT, CLEAN, HEAT FOR STANDARD DETAIL at
S 204-JO. 80 6"
TACK EDGES WTH SEALER CSS-1 AND SEAL WTH 6
IEXSI4)-415.49 STA 20+8a24
51S 40
HOT ASPHALT CEMENT &
CUT SHALL BE AT LEAST
1.0' INSIDE EXIS77NG EDGE OF PAVEMENT IE'N&SE)-415.49 IE(W)-416.53 IN
82n d PL. W. ASPHALT CONCRETE SIDEWALK IFLAIR' PER STD E&5----"
3" COMP. DEPTH CLASS "B"
t0*014 PROPOSED MAILBOX LOCA ?ION & aO0 Aw - DETEN77ON PIPE BEDDING DETAIL
3" COMP. DEPTH ATR 15' -.ft 3.00. N. T. S.
N. T. S. - I J.00 0
PAINT STREET BS8L 1 -3.00
6" MIN. COMP. DEPTH CURB YaLow PROP= aMCE PROPOM RES00CE
GRA VEL BASE EX. C8 PROPOO \PX�ZCE PROPOSED RESSIDEIKXE'
DETECTABLE WARNING PATTERN AREA TOP=4lZ9?7 > V.
1/2" 1 /
SHALL BE YELLOW. IE=415. 111/1
LNOMINAL DIMENSIONS A RAMP NOTE.
B 1. AT LOC4770NS WHERE NEW RAMPS ABUT-EXIS77NG CURB, GUTTERS, PLANTER STRIM AND SIDEWALKS, CONSTTUCT NEW
1-1/4 ��l /41p RAMPS TO MATCH ADJACENT SURFACM
2 ALL CONCRETE SURFACES SHALL HAVE A LIGHT BROOM RNIS11.
A B J. CONCRETE SHALL HE SPRAYED NIH A CURING COMPOUND 01? SHALL BE COWWO AND KEPT MOIST FOR 72 HOURS,
A DETECTABLE WARNING PATIERNS (IRUNCATED DOMES) SHALL BE REQUIRED ON ALL PUBLIC SIR&M AND PRIVATE
TRAC11ON GRID PATTERN STREM SERWNG FIVE OR MORE LOTS. 7RA07ION GRID (DIAMONDS) TO BE USED AS INDICATED.
TACTILE WARNING TEXTURING
PLAN a DETECIABLE WARNING PATTERNS SHALL BE MLOW IN COLOR, SET AND SECURED IN CONCRET& AND SHALL MEET THE
DETAIL A DIMENSIONS AND SPACING SHOW.
f.0 C 6 TAC77LE WARNING 7UTURING SHALL BE DONE W7H AN EXPANDING HEIAL GRATE PLACED AND REHOWD FROM WET
Al. CONCRETE TO LEAVE A DIAMOND PA TIERN AS SHOW. THE LONG AXIS OF THE DIAMOND PA TIERN SHALL BE
A PERPENDICULAR TO THE CURB, GROOMES SHALL BE 118" DEEP AND 114" WDE
B s/81 1 1/,' - I
C ld 3/4 ADA RAMP NOTES TYPE 2 & 5
D ELEVATION
DETAIL B
REMOVE AND REPLACE SAW CUT OR REMOVE w 14 MAO
CURB AND GUTTER TO NEAREST JOINT
10+81-16 82nd W
42 Is 20+00,00, PLAT 120
00 EXIST 5' SIDEWALK
0 00 000
0 4.
0 0
0 1/2- EXPANSION JOINT
0 %0
30
z,
1'-0* TAC71LE STRIP
SIDE RAMP SEE DETAIL B
:12 (TYPICAL) (TRUNCATED DOMES) 85
6" CONC. CURBING SHALL EXTEND TO
THE LIMITS OF THE SIDE SLOPE AND
SHALL MATCH THE TOP OF THE SIDEWALK
EXIST 5'
SIDEWALK SAW CUT AS REQUIRED
wa 6.w I - 15.0. 1
(Typ)---- CION
102 VBEHIND'AAWPR'
SIDEWALK THICKNESS SHALL BE 5.51,
ADA RAMP DETAIL (TYPE 5)
N. T. S. Edmonds STD`s E2.18
4BLE WARNING PATTERNS
�TIRUNCATED DOMES)
' WIDE TAMLE STRIP (TYP)
'LL LOCATIONS RAMP SHALL BE FLUSH AT
THE (AJTTER UNE
_ 4
MLjMjjjjjjjV=!��2 �16
CONCRETE CURB AND GUTTER
ITAIL ' M 95% COMPACTED SUSCRADE. ADD
N EVfE
CONSTR;CT'ION ONLY) 2' CRUSHED ROCK BASE AS REQUIRED
1/2' FULL DEP7H MANSION JOINT MATERIAL
SECTION B-1
4 CV
A 3
4 NOTE: CB'S WITHIN ROW SHALL
........... HAVE LOCKING VANED GRATES
4 P V� ROOF DRAIN
L-------
jjf,A ------- /0 M)OL --------------- t -- ---- ------------ i
FH TOP=418.7 FA
IE=416.28 To
01 1 Y.81 -sibpE (rip.) -r
A 5AfA L:T PATC. 14 rl>
ee(WZ15�,3 T%�A- C '-60 PVC Nox ya 63'-60 PVC "00,T I
-Tteg ISVI men ou - -1��=ftg . "I
C1 Lk 4 LE&a_ i
1E=41ZO6 N 90?00'00" E 150.02 PLA
5 W=422.2 FA r=-
IE;*41&32
SPHAL T RAMP
0 11- 1 MAX. SLOPE
le MIN
: :.4
W02000"oWWRIN, INS, 101's"006wo MIMM0,10,06 MEMO
OR CAST IRON GRATE
12" TO Ir N-12 OR RCP PFE
Lou= anAu = owvutu tu
ADHESIVE.
2. JONTS IN EXTTUDED CEVOT CONCRETE CURB SHALL BE
CUT VER17CALL Y AT 10 FOOT INTERVALS TO A ARNIMUM
DEPTH OF 5 INCHES. SAWED:CUTS SHALL X 1A INCH
MINIMUM WDIN
TAIL r6
4 EXTRUDED CURB DE
N. T. S.
CITY INSPECTION REQUIRED ON FORM
WORK PRIOR TO POUR
EXPANSION JOINT DUMMY JOINT
44:
.14
'4
40
4
A 04""
2 MIN.
1 0' O.C.
5' O.0
SAW CUT ACP A
--j2_30- 42.51
2" MIN AC PVMT NOTE, FULL DEPTH 1/2" EXPANSION
Lii, .�l e TO on PVC PIPE JOINT MATERIAL
= . CORE-DRILI. HOLES . .
15 BSBL (TYP) - GROUT PIPE TO BASIN re) 7'
2 CSTC r" YARD BASINS
wTti muLTIPLE
4"-1-1/4"CSE3C CONNECTIONS md 2%,
APPROVED SUBGRADE
4 ILI
J. 485 SF Z 646 SF Z� Z629 SF F� 440 SF ;PA" --e. CONCRETE BASE
PA VFMFN T I-)F-TAII 1 1:.
FS I f 4 A rAKU tfAZ)11V UL /L
F1 ?h
Ft N.TS.
IL N 89J722" W (i) N.TS.
NOTES:
142.50' N OOVO'00" LF j2.501 42.$?' 1. FORMS SHALL BE TRUE TO LINE AND GRADE
J2.50' AND SECURELY STAKED. Op' 5-1/201
2. THRU JOINTS SHALL BE PLACED ADJACENT 1" R
TO CATCH BASINS.
3. EXPANSION JOINTS SHALL BE EVERY 10 FEET
AND DUMMY JOINTS EVERY 5 FEET.
In BATTER
4. THRU JOINTS SHALL HAVE 1/2" TO 5/8' WIDE
4 PREMOLDED JOINT FILLER.
3,400 SF 2,600 SF 2,600 SF 44olw 5. CONCRETE SHALL BE CLASS 3- 300OPSI. 1nR CITY INSPEC71ON REQUIRED ON
6. FINISH SHALL BE LIGHT BROOM. FORM WORK PRIOR TO POUR
L - 7. CURB SHALL BE SPRAYED WITH CLEAR CURING 04
15' 8S6L (Tvtl - - COMPOUND OR SHALL BE COVERED AND KEPT MOIST 0.05 FT/`F
50# Sol FOR 72 HOURS.
1 42. 32.50' 32, 42.61- _j 8. ALL SIDEWALKS POURED BEHIND CURB IN 4 A.
DRIVEWAY AREAS SHALL BE 6" THICK OVER 2" OF 4
N OOVO'0O* E A' 6"
CSTC WITH SUBGRADE COMPACTED TO 95X MAXIMUM
DENSITY. 4
J) . .. 4:w
STANDARD TYPE "'A
LOT LAYOUT EXHIBIT
�1 :11 P�11 11
CURBIGUTER DETAIL
SCALE: 1 0 = 400 N.TS. Edmonds STO E2.8
BOUNDARY AND TOPOGRAPHIC SURVEY INFORmA77oN - 18" STANDARD
nA0 I
SIGNS SHALL BE a _n Vr_ 1 Qu, a r; J11 ou/Tvr. rityu PUN 1 r-r% 1 M
I
82J44 coNsmucED OF 14 rAuoE \2-- 5/8- MINUS CSTC
ALUMINUM AND THE MINIMUM vER"ncA L DA Tum - NA wao, GEoDErc GPS, POINT NAME SC40. 2 112"
82346 WIDTH S11ALL BE 12'. THE BRASS DISK IN CONC MASS AT C/t 5-WAY INTX OF 212TH ST SIM, 84TH AVE
ADDRESS NUMBERS SHALL BE W & MAIN ST. ELEV 420.95 (ORTHO)
82,348 3H HIGH REFLEVeW WHITE,
SET ON A GREEN
182J50 'AcKGROUND, mv. DESCRM01V RATE
h.
MIN.
OF 2 FROM EDGE OF
PLAN GUTTER,
ruoufxr,134 Pfui%2 Mr. !=1y ROMW tuTHMCf111aF Wf= AUgusr 1, eUUV 10-23-06
REQUIRED WHEN THE PREPARED BY.-
Annomc" rAwnr Pr g=m --/A Add concrete outter at enW remove DroDsosed CBs & add CR & in n4unfin 1fr;vqwnv 0- 1 7-na A;4 Ij -
FROM THE STREET SIGNS
SHALL BE PLACED ON A
04" TREATED WOOD POST.
HEIGHT TO BOTWM OF SION
SHALL BE 301,
ADDRESS SIGN DETAIL
3 ,
4
5
VTMff CONFUCT NOTB.-
THE CONTRACTOR SHALL BE RESPONSI&E FOR VERIFYING THE LOC4770N, DIMENSION AND DEPTH OF ALL EXISTING UnUIIES WHEWER
SHOW ON THESE PLANS OR NOT, By P07HOLING THE UW77ES AND SURVEWNG INE HORIZONTAL AND WNICAL LOCA 77ONS PRIOR TO
CONSIRUC770N. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN POTHOUNG ALL nf 7ME PINCnAW
U77LI71ES AT 771EIR LOCAIIONS OF NEW U77LITY CROSSINGS TO PHYSICALLY KNIFY WEIHER OR NOT CONFUCIS EXIST LOCAVON OF
SAID UnU77ES AS SHOW ON THESE PLANS ARE BASED 1PON THE UNVERIFIED PUBLIC INFORMA 71ON AND ARE SMECT TO VARIA 770N. I-- EXPIRES: 11/05709�
DONNA L. BRESKE, P.E.
66R1 POSTER SLOUGH RD.
SNOHOMISH, WA 98290
PHONE: (4o25) 334-9980
FAX: (425) 334-7380
UNDISTURBED EARTH OR
2' MIN. SECTION \COMPACTED NATIVE MATERIAL
SAW CUT UNLESS OTHERWISE SPECIFIED
5/8" MINUS CSTO BY ENGINEER
N 0 T E.-
1. CONCRETE SHALL 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 FROM SIDEWALK
6. CONCRETE SHALL BE SPRAYED NTH CLEAR CURING COMPOUND
OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS.
7. SAW CUT AND REMOVE ACP PAVEMENT A MIN. OF 2' FROM GUTTER
FACE TO INSURE ADEQUATE COMPACTION OF ACP AND GUTTER SUBGRADE
CONCRETE SIDEWALK
N. T. S. Edmonds STD's E2.'1,3
i V 2drE
I OVED FOR CONS7RUC77ON
'Ify EN61NEEPIA16 DIVIS100 DA7E
BUILDING DLPARThfiEN7
cir! �`!Z" r-7,11'r.11171-
S17E ADDRESS
8016 212t,h STREET SW
r-wilf"Iy"?, rym. VOLIZU
ROAD & DRAINAGE -PLAN
FOR
MICHEL 82nd PLACE LOTS
TAX Vs: 00=600300102 OONJ600300110
00=600300101 0037J600300109 PFN.-
DEVELOPER' Michel Construction, Inc., 7907 212th ST SW, Edmonds, 14A., 98026, (425) 776-2211
scm: I 1�__ 20, ]OUR DAM' 5-18-06 SHT NO. 2 OF 3.
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----------- it
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- — ------------------- ----- Z,
11 TO
- - - - - - - - - -
13E EM VE
TMOVED
EXle"nHO HOME TO BE P
Lp TO DE MMOVED
150'.00'
S 89006'47" E
APPROVED AS NOTED
mEERING
DaW
LEGEND:
36" Mlm. Traffir, Comeo (5paced 10'0-C-)
X Olon Mounted on Floot or Trlpod
J*510n Mounted on'rype 11 [3,qrrlrade
5
I
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5.22.06
REVISIONS:
PRINTED:
5CALE: 1" = 20'
54)'MH
W1 2 LIP5
TOP = 420.60
EX CD 1,
TOP = 41
IE = 410,22
IE = 4M
NEW 19
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LOT -COVERA—Gi
21205,09,13,17
4577-00/12,375-00 = 37%
2120741,15,19
4577-00/12,000 = 38%
------- EXISTING GRADE
PROPOSED GRADE
IMAGINARY PROPERTY LINES
P—AR-KING REQUIREMENTS
(8) _q BED = 2X8 = 16
TOTAL REQ. = 16 SPOTS
ACTUAL = 16 SPOTS
INDIVIDUAL TRASH CANS IN EACH UNIT
21217
21219
A- 420.25'
A. 09.68'
1421-75'
B. 420.51'
C- 421.05'
C. 420-43'
D, 4 1 Q. 5
D. 41c).86'
AVE GRADE 420-55'
AVE GRADE 420.12'
21213
21215
A- 422.00'
A. 420-70'
B- 422-70'
B- 421-49'
C. 421.6o'
C. 421.20'
D. 421.00'
D.42o.621
AVE GRADE 421-83'
AVE GRADE 421.00'
21209
A- 423-05'
21211
A. 421.821
B- 423-75'
B. 423-04'
C. 421.96'
C- 423-15'
D, 21ag'
D. 422,05'
AVE GRADE 423-00'
AVE GRADE 422-04'
21205
21207
A- 423-50'
A. 423-36'
1425-50'
B. 426.92'
C. 428.o8'
C. 423.98'
D. 421.10'
D 422.24'
AVE GRADE = 425-10'
AVE GRADE 424-13'
APPROVED BY ENGINEERING
Date: —
TO zwag
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REVISIONS:
10.31.06
PRINTED:
04, - 767 1 SO
DEC 07 2006
faLML Mo
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NEW POLE
5ET 25'N AND Z E
OF 13.O.POLE
Revision
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64�-30"
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LD 0 EX1511N(9 HOL15E TO 15E REMOVED 0 Lo
L6 TO DE REMOYED
yo
4u49,4 4020
150.02' 422
N 90000'00" E
Zone �- �-2. Comer k- Flag,
Set ack
�red
LNw
—A=AL
Front
is -
=/10-/ 0
(Oil
Sides
Rear
Other
------
Is-
iis!sht
30
7-
APPROVED BY PLAN ING
7
x LOCATIONS WHERE STAKES
ARE TO 13E LOCATED
"LOT COWR&GE
21205,09,13,17
4577-00/12,375-00 = 37%
21207,11,15,19
4577-00/12,000 = 38%
------- EXISTING GRADE
PROPOSED GRADE
IMAGINARY PROPERTY LINES
PARKING REQUIREMENTS
(8),q BED = QX8 = 16
TOTAL REQ. = 16 SPOTS
ACTUAL = 16 SPOTS
INDIVIDUAL TRASH CANS IN EACH UNIT
21217
21219
A- 420.25'
A. 09.68'
B- 421.75'
B- 420-51'
C. 421.05'
C- 420-43'
D, 41c).vr;
D. 41c).86
AVE GRADE 420-55'
AVE GRADE 420.12'
21213
21215
A- 422.00'
A- 420-70'
21-49'
C. 421.6o'
c- 421.20'
D. 421.00'
D. 42o.62'
AVE GRADE 421.83'
AVE GRADE 421.00'
21209
21211
A. 421.82'
A. 423-05'
B. 423-04'
B. 423-75'
C- 423 15'
C. 421.96'
D. 422.05'
AVE GRADE 423-00'
D. 421.qg;'
AVE GRADE 422'.04'
21205
21207
A. 423-50'
A. 423-36'
B. 425.50'
B. 426.92'
C. 428.08'
C. 423-98'
D. 4 2 R. -q 0'
D. 422.2,1'
AVE GRADE 425-10'
AVEGRADE= -:13'
4
W w PA
0110
AS NGTED
00"T"EET FILE
APPROVE
FIR D,
NOV 08 20U
-WILDING DEPARNAEN-1
1111TY OF FC)MONOC,
JL LO JTL"L A
5CALE: f=20'-0"
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ZEVISIONS:
-1.06.07 .
PRINTED:
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R 'RE: i�\17 R s 110 K
NOV 08 ?007
ILDING DEPARTNIPPi
CITY OF EDMONDf,
1P# 20#
MERIDIAN ASSUMED
20 0 20
40
VERTICAL DATUM — NAVD88, GEODETIC GPS, POINT NAME SC40. 2 1/2"
BRASS DISK IN CONC MASS AT C/L 5—WAY INTX OF 212TH ST SW, 84TH AVE
W & MAIN ST. ELEV = 420.95 (ORTHO)
RECORDER t S CERTIFICATE
filed for record this — day of — 20— at -----M
in book — of — at page — at the request of
JOHN JOSEPH HOLMES, PLS
5' CONC WALK
(FLOWLINE --------- PSU---- ----------
--------------------- x 0]R
---------------- ------
------------------------ �/ ---------------------
12" WTR
R" DQQ
— — — — — — — — — — — — — — — — — — — — —
- - - - - - - -- - - - - - - - -- IIZT-
ASPHALT PVM7'T 212TH ST -"�V/
4 2
0� it'll
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A I
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SURVEYOR'S CERTIFICATE �Ns - �— —
This map correctly represents a survey made by me or under
my direction in conformance with the requirements of the
Survey Recording Act at the request of MICHEL CONSTRUCTION
in NOVEMBER, 2005
& C Surve y1ing
if'�4509 243rd PL SW
Mountlake Terrace, WA 98043
(425)673-7502 (206)523-1654
ff ------------------ ---------------- I --------------
----------------
---- -------- 7 ------------
0
STRF,
FILE
7 1 -, 7�7'
V13 vysa
IOU V311.1--J4
,
0
66�N
TOPOGRAPHY
EXHIBIT
FOR
MICHEL CONSTRUCTION
NW 1/4, NE
1/4, SEC.
30,
T. 27N9 R. 4Ej W. M.
DRAWN BY: JJH
MAP FILE: 5205SPTP
DATE: 11/21/05
SCALE: 1" = 20'
PROJ NO: 5205
SHT: 1 OF 1
Manager
Superintendent of Records
Certificate No. 38977
STREET FILE
f'-
JUL 0 5 0,
CV OF ED1,41LIND.-I