17409 76TH AVE W.PDF11111111111111
15073
7409 76TH AVE W
AUG NO EXCISE TAX
0 REQUIRED
20 207220403
..."'.........107/22/2002 01:48'PM Snohomish ENONEER'NG
?..0002 RECORDED County JUL 2 2 20OZ
AFTER RECORDING MAIL TO: 8W QUIUjI, sacheMn =qjl
ANTINI
By
�ame Rob Michel
212" SW, #102
is
t
DRAINAGE EASEMENT AND
DFTiNTION TANK MAINTENANCE AGREEMENT
. .. ......... .
FIRST AIWERIt 00,15tC
Whereas Regin�ticl ji Br -to)" '�ncl Valeriq-� Bruce, husband and wife, are the owners of the following
legally described property.
Lot 1 of City*'of,-Edriiqrfds' S.Wt Plat No S-98-121, According to the Short Plat recorded March
7, 2000, under ree6'rdin4'Nq.2W003075002, in Snohomish County, Washington, and
TRACTA A non-ljxcliL�;ve-�4�6m`�-nt for ipgress and egress and delineated on City of
Edmonds Short Plat *�o -.,8-9a-111jccQrdin§Ao Short Plat recorded March 7, 2000, under
recording No 20000��-5002,.*.in*'Sr.Tb"hom4tfi County, Washington
Whereas Michel Construction, Inc- , Is 4tie" own6'r of the following legally described propert
.., ..., . %.., y
Lots 2, 3, and 4 of City of EdMonds Short Plat' No S-98-121, According to the Short Plat
recorded March, 7, 2000, under recording' No..20000075002, in Snohomish County,
Washington, and
fess and egress and delineated on City of
TRACT A A non-exclusive easemehl for N+9 ,
Edmonds Short Plat No S98_121, acdo.rding tp-S�oK-Pl�d recorded March 7, 2000, under.
recording No 20000307-5002, in Snoh&M6.G6un!y, Washington
J�JS DOCUMENT IS RECORDED AS A COuli i W
NOW, therefore FIRST AMERICAN TITLE INSURANCE CO
ASSUMESAO LIABILITY FOR SUFFICIENCY.
Reginald D Bruce and Valerie L Bruce, Grantors, estabfish-aAW969APSW�d across the following
described portion of their property, for the purpose of constrij . ctiqn, of . a storm water detention tank,
and access for maintenance of said tank
The south 52,feet of the West 21 feet of Lot 1 of City'%of..Edin9mds Sj-wl Plat No S-98-121,
According to the Short Plat recorded March 7, 2000, uhder-r'�co.rdi�g..Nb-,200003075002, in
Snohomish County, Washington for the benefit of Lots 2,.5 and,4 of-*City.of Edmonds Short
Plat No S-98-121, According to the Short Plat recorded Warch 7*,`2000;*. qndef recording No
-200003075002, in Snohomish County, Washington ... ... ..
Owners of Lots 2, 3 and 4 described above shall maintain the L approximaQy 1.61'x 39 x Xfcpncrete
detention tank constructed within said area, including pump -out cleaning, a*S"n(pc*e'ss4r-y;.and,-.jhe cost
of said maintenance shall be the responsibility of the owners of Lots 2, 3 and 4* Th4deptiement is
granted with the express understanding that the detention tank occupies the driv`e'wa*y' a9ce . ss to Lot 1
Owners of Lots 2, 3 and 4 shall notify owner of Lot 1 a minimum of five (5) days irr`adNqnte6T'any`--.
maintenance to be performed on said detention tank which would obstruct acces�-to'Lot 1 dr�veway�
Page 1 of 2
the'event of a catastrophic failure of said detention tank, repair to said tank must be undertaken by
...ownej� of Lots 2, 3 and 4, at their sole expense, within five (5) days of the date driveway access to Lot
1 .!A.6b§trycted Repair must be completed within fifty (50) days of date of failure
.1his.eauem6ni and maintenance agreement shall be perpetual and shall run with the land for benefit
:;and'burdbns-;Df.heir&-and successors in interest to the described parcel
.......... -7
Paf6d Is-'- f A,&&, -2002
aid D Bruce,.Grantee
:-"Val&�Je L Brue e",",G rantee
Robin-W. Mi*rhel, President;
Inc, rantor
STATE OF WASHINGTON
Y*6
COUNTY OF SNOHOMISH
certify that I know of have satisfactory evidencolhat R-EGIN�NLD D BRUCE and VALERIE L BRUCE
are the individuals who appeared before me, and said- fi6dividjua1r;.ack6DwIedged that they signed this instrument,
and on oath stated that it to be the free and voluntary acl.aflsuch-�paity for the uses and purposes mentioned in
this instrument
all
Pauli Harrigan.,
Notairy P6blic*in artb for the State of�
W ing'M 'Edmonds
as6'iaQton re.std
2-10-6114 0 My appi5i1fftiS9pf'6xpireq 2/1-0/04
STATE OF h#%.dT
op W A'S%N�" ss
COUNTY OF SN6H0Mj§H,
I certify that I know of have satisfactory evidence that ROBIN W MICHEL,--(� the'pprson who appeared
before me, and said person acknowledged that he signed this instrument, il . nd ojf'oath*-9tated that he was
authorized to executethe, M I nt and acknowledged it as the President of Mrcfiel Cpn�t�uction, Inc , to be the
MPII
free and voluntary a6t )fty the uses and purposes mentioned iri'tMs in�trii f
* V!
IV
Paula Harrigan
Notary Public in and for the State',01'
Washington residing at Edmonds
FO
My appointment expires 2/10) 4
it W'o -7
of X
Page 2 of 2
2002072204'03
C�TY COPY
Dennis M. Bruce, RE.
M.S.C.E., M.B.A. Geotechnical /Civil Engineer
September 11, 2000
Mr. Rob Michel r- &,�
STR'tt
Michel Construction, Inc. T FILc
7907 - 212th Street S.W. #102
Edmonds, Washington 98026
Subject:
SEP .13 20ag
DEVELOPMENT SEjIVICES
CITY OF EDMONDS CTR.
dmonds
This engineering report presents the results of a geotechnical evaluation of the
property at 17409, 17407 and 17405 - 76th Avenue West, Edmonds, Washington.
This evaluation was necessitated by City of Edmonds requirements.
REFERENCES:
• Vicinity Map (figure 1)
• Site / drainage plan by John Mellor, P.E., approved by City of Edmonds
Engineer March 9, 2000 (copy in city file)
• Geotechnical engineering report and steep slope evaluation by Nelson
Couvrefte & Assoc., dated March 14, 1995 (copy in city file)
• Site photographs, (available).
BACKGROUND:
It is understood that Lots 2, 3, and 4 are part of an overall parcel containing Lot
No. 1 with existing residence, and Lots 2, 3, and 4 (see site map). This investigation
deals with Lots 2, 3, and 4 with regard to geotechnical slope issues. It is understood
that property owner wishes to construct single family residences on each of Lots 2, 3,
and 4. No development or construction has occurred on the lots to date.
Lots 2 and 3 gently slope to the west. Lot 4 contains a "flatter portion, as well
as a more steeply sloped rear (easterly portion). Lots 2 and 3, and the flatter portion of
Lot 4 are densely vegetated with shrubs, bushes and trees (see photographs). The
steeper (easterly) portion of Lot 4 contains mature trees and shrubs.
SOILS - FOUNDATIONS - SITE DEVELOPMENT - INSPECTION - DRAINAGE - DESIGN & PERMIT - LEGAL
P.O. Box 55502 - Shoreline, Washington 98155 - (206) 546-9217 - FAX 546-8442
Michel Construction
Pagetwo
ASSESSMENT:
While not within the scope of this evaluation, this engineer assessed the
existing residence on Lot 1 for any geotechnical distress. No evidence of any
foundation settlements or shifting were observed. Visual assessments of Lots 2, 3,
and 4 by this engineer throughout the past year revealed no evidence of any
geotechnical distress: No sliding, no creep, no shifting, nor any significant erosional
degradation was observed on the overall property, including Lots 2, 3, and 4.
In order to augment existing site geotechnical information, soil test pits were
dug (by backhoe) under this engineer's observation on September 11, 2000.
The findings of the three soil test pits (plotted on the site plan) were very similar,
namely:
01' to 61' Organics, roots, and black silt
6" to 16' Brown silty sand, moist, with silt lenses
16" to approx. 6' Dense to very dense grey sand with gravels
Ground water was encountered at three foot (3') depths in each of the three test
pits. All test pit walls remained vertical and stable throughout the excavated time
frame (approximately two hours).
CONCLUSIONVIRECOMMENDATIONS:
Based on the findings of this investigation, and experience with similar sites in
the area, Lots 2, 3, and 4 are geotechnically approved for the proposed single
family residences, subject to the following conditions:
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
provided the drainage zone is inspected and verified by this engineer.
For retaining wall design, use a friction factor of 0.55 and passive pressure of
350 p.c.f.
The foundations for the proposed structures may be placed anywhere on Lots
2, 3, and 4, within the City of Edmonds setback distances.
Michel Construction
Page three
Geotechnical inspection by this engineer l2rior to any foundation concrete
placement.
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 ml nl.m'u,m, Widths of eighte' en' (1* 8) 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 overexcavation 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 overexcavation at the bottom must be at least
as wide as the sum of two times the depth of the overexcavation and the footing width.
For example, an overexcavation 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 three thousand (3,000) 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
Coefficient of Friction 0.55
Passive Earth Pressure 350 p.c.f.
Michel Construction
Page four
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.
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 recompacted 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:
30 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 deflect 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).
Michel Construction
Page five
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. 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 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 as 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:
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
Michel Construction
Page six
(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 1:1 (H:V). It is
important to note that sands do cave suddenly, and without warning. The contractors
should be made aware of this potenbal 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.
Groundwater was observed in each of the three test pits during the field work.
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 and site should be graded so that surface water is directed off
the site and away from the tops of slopes. Water should not be allowed to stand in any
area where foundations, slabs, or pavements are to be constructed. Any exposed
slopes to be covered with plastic to minimize erosion. Final site grading in areas
adjacent to buildings should be sloped at least two (2) percent away from the building,
except where the area adjacent to the building is paved.
GENERAL EARTHWORK AND STRUCTURAL FILL:
The proposed building and pavement areas should be stripped and cleared of
all surface vegetation, all organic matter, and other deleterious material. The stripped
or removed materials should not be mixed with any materials to be used as structural
fill.
Michel Construction
Page seven
NOTE: Specific clearing limits to be established at pre -construction meeting with City
of Edmonds building officials and inspectors.
Structural fill is defined as any fill placed under the building, behind permanent
retaining or foundation walls, or in other areas where the underlying soils needs to
support loads. This engineer should observe site conditions during and after
excavation prior to placement of any structural fill.
All structural fill should be placed in horizontal lifts with a moisture content at or
near the optimum moisture content. The optimum moisture content is that moisture
content which results in the greatest compacted dry density. The moisture content of
fill soils is very important and must be closely controlled during the filling and
compaction process.
The allowable thickness of the fill lift will depend on the material type,
compaction equipment, and the number of passes made to compact the lift. In no case
should the lifts exceed twelve (12) inches in loose thickness. The following table
presents recommended relative compaction for structural fill:
I CONUO Nam"Fron- M-
Beneath footings, slabs or walkways
Behind retaining walls
Beneath pavements
Minimum Relative
Coml2action
95%
90%
95% for upper 12 inches of
subgrade, 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 silty, on -site soils
are 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 silty and thus are
moisture sensitive. Grading operations will be difficult when the moisture content of
these soils exceeds the optimum moisture content.
Michel Construction
Page eight
Moisture sensitive soils will also be susceptible to excessive softening and
"pumping" from construction equipment traffic when the moisture content is greater
than the optimum moisture content.
Ideally, structural fill which is to be placed in wet weather should consist of a
granular soil having no more than five (5) percent silt or clay particles. The percentage
of particles passing the No. 200 sieve should be measured from that portion of the soil
passing the three -quarter -inch sieve.
The use of "some" on -site soils for fill material may be acceptable if the upper
organic materials is segregated and moisture contents are monitored by engineering
inspection.
DRAINAGE CONTROLS:
No drainage problems were evident on Lots 2, 3, and 4. Surface runoff flows
generally westerly into the existing drainage channel. This engineer recommends
compliance with the City of Edmonds standard storm water drainage controls.
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.
INSPECTION8
The recommendations of this report are only valid when key geotechnical
aspects are inspected by this engineer during construction:
• Soil cuts
• Foundation subgrade verification
Any retaining wall, or rockery placement
Any fill placement and compaction
Subsurface drainage installation
SUMMARY:
The three proposed single family residences (on Lots 2, 3, and 4) are
geotechnically viable when constructed in accordance with the
Michel Construction
Page nine
recommendations herein, compliance with City of Edmonds approved plans
and key geotechnical inspection during construction.
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.
X 'Oe)o
0
Dennis M. Bruce, P.E.
Geotechnical/Civil Engineer
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DEVELOPMENT SERVICES CTA.
CITY OF
7iPT
.9
NO:. 947'...
City of Edmonds
PERMIT EXPIRES
PC. SIDE SEWER PERMIT
am
Address of Construction: 76 X, 1,,'C 9/,LIID #
Property Tax Account'Parcel'No. _0 ;I /,Yo
Attach copies of all access and utility -easements /5,4Verified and Aporo V*ed b
Owner and/or Contractor:
Contractor License uilding Permit 00
Single Family invasion into City *Right -of Way: E] Yes N4N 0
Multi -Family (No. otunits *RW Construction Permit
F] Commercial (No. of Units Cross other "Private Property: Ej Yes No -
El Public "Attach legal description and'c6py of recotdAd *easemept.
Owher/Contractor
Owner or contractor signature and. acknowledgement statemerif. Date
By signing for this permit I certify that I have read the City's public. handout entitled
ide Sewer Specifications, and shall comply with all City requirements outlined therein.
I-®r
CALL DIAL -A -DIG (1--800-425-5555) BEFORE ANY EXCAVATION-V
W'FOR INSPECTION CALL. 425-171-0220 extension ?329:-W
HOUR NOTICE REOUIRED FOR ALL INSPECTION REOUESTS
..........
. .... .. FOR OFFICE USE ONLY . .. ...
. ......... .
Permit Foo Repair Fee.$— Issued By:
Trunk Charge Date Issued:
$ A lo
77 Assessment Fee Receipt No:
City Permit Surcharge Fee $5.00 Total Foes Paid
NOTE: IF JOB SITE IS, NOT READY FOR INSPECTION WHEN.
INSPECTOR ARRIVES.- A $45.RE-INSPECTION FEE WILL. BE CHARGED..
Job Site* Ready YES NO. Date:. 7- Initial:—.
Partial Inspection: Date: Initial:
V
P F
artial Inspection: Date: Initial:,
FINAL INSPECTION APPROVED: bate: L/:1 Initial:'D/T. As-buil : t to Street File:
t�, PERMITMUST BE POSTED ON JOB -SITE.
White Copy: File Green'Copy: Inspector Buff Copy: Applicant
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'A u
CITY
D F EDMONDS SI-D.E SEWER AS -BUILT
ADDRESS
17409
76TH
AVE w
PERMIT
NUMBER 9 4 7 1)
HOMEOWNER
CONTRACTOR
MICHEL CONST,
DATE
06/07/01.
DRAWN ISMAEL ABILA
BY
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SITE PLAN
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42.67' 1 - RS-20
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............. I ..................................................... . ..........
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rJEAS11%4 SEIDEM 12,1946 q.i� (gross SCALE
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9,151 sq.ft, (in
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't2j6.960 sq;ft. 13.469 shl ft. 16 Lj> N $9-01-34- W .117
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LEGEND
HA-1
NUMBER AND APPROXIMATE
LOCATION OF HAND AUGERS
A
A A CROSS-SECTION A -A!
FIGURE
NEL,§ON-couvRErrE & ASSOCIATES, INC. HEMP SHORT PLAT 2
Q01.11W GEOM000M Elwawffft. GMOWM I
ENYPDNWNM SCOn" =1 E MO. DATE
Reference: Site plan created ftm a site plan entitled 'Preliminary Short Subdivision for Peter L Hemp," prepared by 145795 MARCH 1995
Lovell-Sauerland & Associates. Inc., dated December 1, 1994.
TnE ET FILE
City of Edmonds
Critical Areas Determination
Applicant: I Peter I— Hemp Determination;9: I CA-95-9
Project N2mc: nemp S1 . ior�l �Stibdiivision Permit NIumber: F
Site Location: 1 17411 76th Av. N. Properly Tax Acct 9: 1 5131-000-141-0407
Project Description
.non -project specific
A s,tc'ns, I
' I pcction of the propeii), has revealed a steep slope xvhich may be as steep or steeper than
300/c and there is more than 20 feet of vertical elevation gain.
Based on the above findings, it is determined that There is potential for critical areas on or adjacent
to the site. A Critical Areas Study is required to delineate the boundaries of the potential critical
area� its buffers and setbacks. A licens(d surveyor must create a topograpmc map of the site
which indicates all areas which slope 30% or more and have a vertical gain of 20 feet or more
v.ithin the 30% slopes. The map must also show the location of the buffer associated with the
steep slope.
If the prop" owner wishes toapply for 2 specific development permit which they feel
would not impact the Cri(ic-RI Areas located on the sitc� they may submit their proposal to
the.Planning Department for review. If the.Planning Department finds that the proposed
devc1opment permit will not adversely impact a Critical Area or its buffers, a conditional
waiver may be issued on a project by project basis.
I Nrinish
Name
Jsniisry 20, 199-5
Signature Date
EC E T
a'VELOPMEN i - . �jji'
CITY 0�
C) L0 LD
N IN 0
n
N &�-40'27' W 625 2, 0,9'
,q
A%;j
DEVELC)pM
CITY 4�&T SERft;:s Cy.R.
OF
215
FILE
13,469 FT. to
NING
�IED AN
AIR 01
A� ....... �B
7.714m;, 4 Av Aoz�vyl
LU Lij
L0
P0
C)
0
C) A OROVED
0 / P
//z Z / ll �, I
IN
In
220 IN
898.94 ft2
=55.59'
7.24y 20.001
R=20.
W A E R, 455
675 W1
OT 2 3, ��4
L6'N
PLOT PLAN
SCALE 1"= 20' c\j
RECEIVED
I . CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
MAILING ADDRESS
CITY ZIP TELEPHONE
NAME
j
ADDRESS
"�y
CITY ZIP TEL�EPHONE
x" 1�
NAME
ADDRESS
CITY ZIP TELEPHONE
STATE LICENSE N UMBER EXPIRATI rON DATE CHECK
7
PROPERTY TAX ACCOUNT PARCEL NO.
NEW RESIDENTIAL PLUMBING MECH
ID ADDITION Ej COMMERCIAL COMPLIANCE OR
CHANGE OF USE
REMODEL 0 APARTMENT SIGN
GRADING FENCE
ft L.
5
PERMIT EXPIRES Q'4(01014.
USE
PERMIT
21 Cy- 3761
NUMBER
JOB
ADDRESS
7'4�9 1
74�
7
SUITE/APT#
PLAT NAM E/SUBDIVI SION NO.
LOT NO.
LID NO
01
LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIJL STREET MAP
-)
TESCP Approved 0
RW Permit Required 0
- ,
Street Use Permit Req'dW 0
�/e
EXISTING
inspection Required IPQ
SideWalk Requlredk�
REQUIRED DEDICATION—
FT
Underground
Wiring required
ME�F� SIJE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
�4
S
YE _)� NO
z
1-3,
E
REMARKS
OWNER/CONTRACTOR RESPONSIBLE
FOR EROSION CONTROL/DRAINAGE
W
J
ENGINEERING
R;VIEWfD/DATE
65
FIRE REVIEWED BY DATE U)
LL
BY
VARIANCE OR CU
SHORELINE OR ADB#
INSPECTION
BOND
RERD
POSTED
I
OYES kNO
SEPA REVIEW
C OMPLETE EXEMPT
SIGN AREA
ALLOWED PROPOSED
HEIGHT
ALLOWED PROPOS'ED
I
,
EXP
LOT COVERAGE
REQUIRED SETBACKS (FT.)
PROPOSED SETBACKS (FT.)
ALLOWED PROPOSED
FRONT SIDE REAR
FRONT UR SIDE REAR
o'
z
z
PARKING
REOD PROViDED
LOT AREA
PLAN G'�EVIEW�?.Bj DATE
I
L_j REPAIR CYDS . X FT)
Ivi L_j (
C] DEMOLISH 0 TANK f—I OTHER
inGARAGE RETAINING WALL
GAfIPCRT ROCKEIRY 0 RENEWAL
(TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
C
NUMBER NUMBER OF. CRITICAL
OF DWELLING AREAS
STORIES UNITS NUMBER
DESCRIBE WORK TO BE DONE
At
CHECKED BY
TYPE OF CONSTRUCTION
CODE
OCCUPANT
1177-
GROU &Ia_
SPECIAL INSP TOR
AREA
CCUPANT
CC
tA
REQUIRED YES
sc,
I
Cl
V CAD
H EAT SOURCE GLAZING % LOT SLOPE %
%4
PLAN CHECK NO: VESTED DATE
e-'V-35_5"'
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.
Uj PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT'. I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
"APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
W IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
M
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY,
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
_j DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0 1 1 ."
.1 NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE A NY ORDINANCE PROV SON
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER. OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE 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.
NATURE (OWN7R 0f34GEl`+Q_ DATE SIGNED
ATTENTION
IT IS VNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE ANO APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
5/98
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D
CV
VALUATION
FEE
PLAN CHECK FEE
(a) 0'
BUILDING
PLUMBING
MECHANICAL
GRADING/FILL
STATE SURCHARGE
ENG. REVIEW FEES
&
7Z
ENG. INSPECTION FEE
-LAND86APING,
'NSPECTION"FEE P
PLAN CHECK DEPOSIT
RECEIPV
2_3
TOTAL AMOUNT DUE
RE fEIPT
f
APPLICATION APPROVAL
This application is not apermit until signed by the
CALL
Builpl�ng Official or his/her Deputy: and Fees are paid. and
FOR INSPECTION receipt is acknowledged in space provided.
OFFICIALS SIGNATURE- DAIE
(425)
771-0220
J.,FfELEASED BY DA*
.
EXT333
771-0221.
ORIGINAL - FILE YELLOW - INSPECTOR
FAX. PINK - OWNER GOLD - ASSESSOR
CITY Of EDMONDS
SINGLE FAMILY/DUPLEX COVER SHEET
Directions: Applicants are to complete the Information In the WHITE BOXES ONLY (Shaded boxes are for City
. so on I y ). This cover shoot must accompany each building permit application for a how single-lamily
residence. . .
PROJECTADDRESS 17-401 7&4vy_,A1
PROPERTY TAX ACCOUNT PARCEL #
DESCRIPTION OF WOR K _!�=Azeji 3�7jt
OWNER Ajlgk�,$ PHONE
CONTACT PERSON ayt&Hr PHONE -776-27W
E-MAIL FAX 776-'70194
MAILING ADDRESS
FAX CORRECTIONS MAIL CORRECTIONS E-MAIL CORRECTIONS
:Y SIGNING THIS STATEMENT I UNDERSTAND THAT I Ail THE CONTACT PERSON FOR THIS PROJECT. 17 IS MY
ESPONSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE
ST A TUS OF THE APPLICATION. I UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT
8 UBMITTAL ANY DISCRETIONARY PERMITS THAT MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE
THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY DOCUMENTATION IN ORDER TO MAKE A
COMPLETE APPLICATION AND NO DISCRETIONARY APPROVALS ARE REQUIRED.
SIGNATURE AV16 H I- DATE Or-( 'IF -00
ZONING INFORMATION..
ZONE LOT A13EA 13 91
NUMBER OF DWELLING:,11NITS' EXISTING -0- DEMOLISHED PROPOSED
DISCRETIONARY APPROV . AL . S CA Determination
SUBDIVISION CU VARIANCE SHORELINE
SEPA_ Expires __ OTHER
City Use Only
LOT COVERAGE INFORMATION
EXISTING SF PROPOSED SF2,5/4,V4V_TOTAL SF7-514 9,tll'� %
HEIGHT CALCULATION INFORMATION
C. 0201,
DATUM _641VNAVA01? /17. 00, A2441S
AVE- 5'. 74 MAX A C T U A L Z-00.
SETBACK INFORMATION
kEQ IIRED FRONT -75 SIDE ID, I SIDE* /0 1 REAR 2_51
—7or7— si
PROPOSED FRONT 2-S' SIDE DE /0' REAR
7-
CNR LOT y:ES NO FLAG%LO . T YES NO -ST, DEDI E JRNOL��T`:
c-Ely S
ADU STATEMENT RE�4l� YES (RHO
RECORDING IF
STAFF COMMENTS:
ENGINEERING INFORMATION
DRIV . EWAY SLOPE % GRADING CYDS J�&O eYCIS
EASEMENTS
EXISTING IMPERVIOUS AREA CONSTRUCTED BEFORE 1977 A14 SO.FT
EXISTING IMPERVIOUS AREA INSTALLED 1977 OR LATER tV4 SQ.FT.
PROPOSED NEW NET IMPERVIOUS SURFACE
City Use Only
SIDEWALK REQUIRED [:]YES []NO DRAINAGE PLAN REQUIRED [:]YES []NO
UNDERGROUND WIRING REQUIRED []YES [:]NO
STREET DEDICATION FT. LID#
STAFF COMMENTS:
SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT (City Use Only)
SOILS, STRUCTURAL:
EISTART.OF WORK E]PLACEMENT OF REINFORCEMENT
f'tcXCAVATION 11 GRADING OPLACEMENT OF CONCRETE
94 HORING INSTALLATION & MONITORING El BOLTS INSTALLED IN CONCRETE
PROOF ROLLING 0STRUCTURAL MASONRY
PLACEMENT OF FILL & COMPACTION STRUCTURAL STEEL ERECTION
LaSUBSURFACE DRAINAGE OHIGH STRENGTH BOLTING
19VERIFY SOIL BEARING WELDING (WABO CERTIFIED ONLY)
PI.LEPLACEMENT 0OTHER
EROSIONCONTROL
GENERAL SITE MONITORING BY THE
GEOTECHNICAL ENGINEER OF RECORD
14GENERALSITE M'ONI . TORING BY THE
EOTECHNICAL ENGINEER OF RECORD
'DURING WET WEATHER CONSTRUCTION
FINAL,GRADING & FI , ELD REPORT
OTHER
APPLICANT 01(_t7lIll� PLAN CHECK 0
/-or Z. 5P 16q 21 DATE RECEIVED
BUILDING CONSTRUCTION INFORMATION
CODE EDITIONS 1997 UBC. UMC. UPC, WSEC, VIAO WITH AMENDMENTS
DESIGN CRITERIA WIND EXPOSURE 8 WIND SPEED 80 MPH SEISMIC ZONE 3
Floor Live Load Roof Snow/Live Load Balcony Live Load
Floor Dead Load Roof Dead Load Balcony Dead Load -
NUMBER OF STORIES 2- BASEMENTS A1,4 FLOOD ZONE
LOT SLOPE S ILS tIEPAF�T PROVIDED [] YES [] No
FLOOR AREA (MEASURED TO EXTERIOR FACE OF EXTERIOR WALL)
Existing Proposed Total
Living Space
Garage
Carport
Dock/Covered Porch
Otller�
ENERGY CODE COMPLIANCE INFORMATION
FUEL TYPE GAS, OIL [] ELECTRIC 1:1 OTHER
FORCED AIR [:]HEAT PUMP [:]HYDRONIC []OTHER
ENERGY CODE METHOD OF COMP LIANCE
el PRESCRIPTIVE: List Option
13 TARGET UA APPROACH: Provide UA Calcuations
El SYSTEMS ANALYSIS: Provide Computer Analysis
ENERGYIVENTILATION WORKSHEETS PROVIDED
WINDOW SCHEDUL E PROVIDED
FOR CITY USE ONLY
Coiling Insulation--f
Wall Insulatio
Floor Insulati n
Door U-Value �t
Window U -Value-L&
Skylight U.Value__.
Glazing
VENTILATION CODE COMPLIANCE INFORMATION
KITCHEN FAN CFM BATHROOM FAN(S) CFM_5a LAUNDRY FAN CFM LO 0
SYSTEM
WHOLE HOUSE VENTILATION
IVEXHAUST OPTION
FRESH AIR TO BE PROVIDED TO
WINDOW VENTS QJL 1K] WALL PORTS
EACH HABITABLE ROOM WITH:
EXHAUST FAN TO BE CONTROLLED WITH
24 HOUR TIMER AND SIZED AS FOLLOWS:
FI - 2 BEDROOMS: 50 - 75 CFIM
-I
4 BEDROOMS: 100 - 150 CFIM
0
�
3 BEDROOMS: 80 - 120 CFM
El 5 BEDROOMS: 120-180 CFIM
C3 HVAC INTEGRATED OPTION
DEDICATED HEAT RECOVERY VENTILATION OPTION
-7
SEPARATE PERMITS (City Use Only)
E]RIGHT OF WAY CONSTRUCTION PERMIT
[]MECHANICAL PERMIT
CIENCROACHMENT PERMIT
0PLUMBING PERMIT
ELECTRICAL PERMIT
.,
0 WATER METER
I;TATE
EN . CE PERMIT
13SIDE SEWER PERMIT
[]RESIDENTIAL FIRE SPRINKLER PERMIT
E]IFIRIGATION (SPRINKLER SYSTEM)
[3OTHER
0OTHER
Any request lor modification, variance or other administrative deviation (herinafter "variance*)
must be specifically Called out and Identified. Approval of any plat or plan containing provisions
�hich do not comply with the city code and for which a variance has not been specifically
identified. requested and considered by the appropriate city official In accordance with the
appropriate provision of city code of state low does not approve any items not to code
specification.
PERMITISSUANCE AP OV S�
PLANNING REVIEW & APPROVAL
CONDITIONS OF APPROVAL:
Wiy Be Only)
DATE
EN . GINEERING R.EVIEW& APPRO�Al, C
CONDITIONS OF APPROVAL:
DATE]jZ"
BUILDING REVIEW & APPROVAOJZ_15(12�i
CONDITIONS OF APPROVAL:
JA f>ATE
ESC Minimum Reauirement - Stabilization of
Exposed Areas. All soils exposed by land disturbing
activities shall be stabilized by suitable application of
BMP's, including but not limited to, sod, hydroseeding,
or other vegetation, plastic covering, or mulching. All
BIVIP's shall be selected, designed, and maintained in
accordance with the Manual. The exposed soils shall
be stabilized according to an approved timetable.
(Typically, no soils shall remain exposed for more than
two (2) days from October 1 through April 30 and no
more than seven (7) days from May 1 through
September 30).
20,
30'
2 0'_
I
1ASPHAL F Ii
M
11 X
-EL 197.8; SIDE
011
SEWER CONNECTION
M
M
WITH MAIN
X
X
>
M
EX CB
M
GE 207.11
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11 L
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GE 2112.85
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EX CB
C151
GE 2112.99
OD 2T
75
'00
11 0
IE 20
Zl+i
240
235
230
225
220
215
210
Iu 13 _� 1i
TO L_ CONNE�T TO
IOUTSIDE DROP
SEC 8, TNP 27N, RNG 4E, W.M.
LEGAL DESCRIPTION: t
A portion of Tract 141, Plot of Meadowdale Beach,
according to the plat thereof recorded in Volume 5 of
Plats, page 38, records of Snohomish County, Washington,
described as follows:
Beginning at the Southeast corner of the Plot of Meadowdale
Estates, according to the Plat thereof recorded in Volume 18 of
Plats, page 77, records of Snohomish County, Washington, said
point of beginning bein� also the Northeast corner of Tract 141;
THENCE South 01*24'51 ' West along the Easterly line of said
Tract 141, 190.38 feet;
Thence' North 89*01'34" West 164.16 feet to the true point of
beginning;
STRUCTURE TO BE REMOVED
'7
PLAYFULDS
169T"� P, SW
it w. Pt.
)y
THENCE continuing North 89'01'34 West, 475.50 feet to the SW A
172NO PL
FL
Easterly line of 76th Avenue West as recorded under Auditor's 141' 9 4�. "' " . ' - I...
H \ " ;"i 174T" S, - I - � 173RD PL W
175TH S� = 4 . W
o'
File N o. 7809140254; 17 P T 174TH ;L S1
SW
- Q *
'r ST
I TH SW
I IT
THENCE North 00*08'15" East, along said Easterly line 194.51 feet
C**Ty 1111TH SI W iV�
PAW
to the Southwest corner of said Plat of Meaclowdale Estates; M. III.
loot" T
S I T E
ARM. ST
; . �1 �j
SW
THENCE South 88*39'36" East along the Southerly line of sold Plot MA I
lot It Sm
iv I
ST j . WHI. .. I r
of Meadowdale Estates, 352.08 feet to the Southwest corner of jn)ftq.� IF Vj_FIL _X_; I 1,4N Isis
rL - --- - n - R I - _3�. lot- T.
N1 *X -v
i IT
P 4, 1 'MOZZIL Sul SW
_114 ".f% ..�
said Lot 14 of said Plot of Meadowdole Estates; J�_
1.16 IN"
so V
THENCE South 01*24'51" West, 92.17 feet;
FL SW
THENCE South 89' 01'34" East 127.73 feet; 188TH
FEWY III
Rpe 7q. PIL SW SW
PL sw, L7 pt 91 _M
lo; cc
I 102TH. St Sht FS
V,,� I?DTH -- ST SW
THENCE South 01*24'51" West, 100.00 feet to the point of beginning. I8jTJJ(, RE-—
L !Wmi W - III
'0,�4Vr t; X TL SW PS
at
Pt Z
I?zw
PL Sm
jn!!y SW 11� Z�
l"M 7 -Affc I
(ALSO KNOWN AS Lot D of Short Plat recorded under Recording No.
9E . .1 Ilya C3 1W
ft it 104TV $I SW 4, t6 - j
7809140255 and revised under Recording No. 8008270140.) -1 SW "r, : . __5 FRID
X. � I OrTH V� ,01' .4 �+. ".
Situate in the County of Snohomish, State of Washington.
IE 231.95, INSTALL CLEAN
OUT AT END OF 6" SEWER
IE 223.47 @
CONNECTION
IE 228.77 @
CONNECTION
WITH SIDE SEWER,
LOT 2
WITH SIDE SEWER,
LOT 3
7-
INSTALL C.O.--,-z
GE 231.02
IE 227�y
INSTALL C.O.----i
GE 222.13
1 E /219. 4 5
INSTALL C.C.
GE 214.41
0
IE 211.75
@ B-915%
CMp @
7.1)411
7. 065%
@ 7.70605%
2r p\/c(3034)
'J.2()
205 - I
0+00 0+25
1+25 1+50 1+75 2+
2+50
245
240
235
230
225
220
215
210
205
3+50
VICINITY MAP
r--GRADING QUANTITIES:
1,387 CU YDS OF C UT
1,068 CU YDS OF FILL
\0 DATUM:
OCA
RIM OF CATCH BASIN AT
FLOWLINE OF FACE OF CURB
AT THE NORTHEAST CORNER
OF SITE, ELEV. = 352.66
0 1.r)
(D (0 t4r) c). c)
C-1 (IV (IV (\4 (IV
N CC) (IV 0)
20' 8" CMP @ 17.9% w/ 3:1 BEVEL END
TO PICKUP RUNOF� FROM STREAM/DITCH
CONSTRUCTION SEQUENCE
1. CALL FOR PRE -CONSTRUCTION MEETING WITH CITY OF EDMONDS
SITE INSPECTION, (425)771-0220.
2. CALL DIALDIG(UTILITIES UNDERGROUND LOCATION CENTER)
1-800-424-5555.
3. ERECT FILTER FABRIC FENCE & INSTALL CONSTRUCTION
ENTRANCE
4. CLEAR AND GRUB SITE.
5. ROUGH GRADE SITE PER GRADING PLAN.
6. INSTALL SANITARY SEWER PER PLAN.
7. INSTALL OTHER UTILITIES: STORM, WATER, GAS, POWER,
TELEPHONE, ROCKERY, ROAD, ETC.
8. FINAL GRADE AND PAVE. REMOVE CONSTRUCTION DEBRIS FROM
POND(SILT, ETC.)PRIOR TO STABILIZING SITE.
9. HYDROSEED, MULCH, AS NECESSARY.
10. REMOVE THE REMAINING TEMPORARY EROSION/SEDIMENTATION CONTROL
ONLY AFTER THE SITE HAS BEEN STABILIZED AND CITY OF EDMONDS
SITE DEVELOPMENT INSPECTOR HAS APPROVED THE REMOVAL.
C/)
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1. LOT201798'121
2. PROPERTY TAX ACCOUNT NUMBER: LOT 2 OF 5131-000-141-1405
3. VICINITY MAP (SEE TMS PAGE)
4. NEW CONSTRUCTION FOR 17409 76TH ST. S.W. EDMONDS, WASIIINGTON 98026
5. OWNER: MICTiEL CONSTRUCTION INC. - 7907 212TH ST. S.W. #102 EDMONDS, WA. 98026 776-2211
6. CONSTRUCTION DRAWING: MICHEL CONSTRUCTION, INC. 7907 212TH ST. S.W. #102 EDMONDS, WA. 98026 776-2211
7. STRUCTURAt ENGINEER: WENDELLREED, 8311 212TH ST S.W. EDMONDS, WA. 98026 546-9217
8. CIVIL ENGINEER: DENNIS M. BRUCE, P.E. P.O. BOX 55502 SHORELINE, WA. 98155 546-9217
9. GEOTECFINICAL ENGINEER: DENNIS M. BRUCE, P.E. P.O. BOX 55502, WA. 98155 546-9217
10. LEAD DESIGN PROFESSIONAL/CONTACT PERSON: DWIGHT MCGREW 776-2211
11. ZONING: Ra! la,13,469 SQ.FT.
12. TOTAL NUD�bER OF DWELLING UNITS 1
13. ACTUAL LOT, COVERAGE = 2,541.87/13,469= 19%
14. MECHANICAL SYSTEM: FORCED AIR RHEEM 80% GAS FURNACE RGDG-05,80,000 BTU
15. WIND EXPO,��RE B, SEISMIC ZONE 3, SOIL: 200OPSF
16. OCCUPANCY: GROUP R ' DIVISION 3 TYPE V/N.
17. COMPLIANCE PATH: COMPONENT PERFORMANCE APPROACH GLAZING= 16.90%
18. GLA7,ING U.. VALUE =.380, DOOR U VALUE.=.400, CEILING R VALUE=38, WALL R VALUE=19, SLAB R VALUE=10
19. COMPLY Wrl7H UBC, UPC, UMC, UFC, VIAC, AND WASHINGTON STATE ENERGY CODES
20. LOT SLOPE= 2.5% E-W
21. CA FILE NUMBER 95-9
22. ADB NUMBER N.A.
23. SET BACKS: FRONT 25', SIDE 10', REAR 25'
24. IMPERV. SURFACE AREA; DRIVEWAY 898.94 SQ. FT. RESIDENCE 2541.87 SQ. FT., PATIO 154.00 SQ.FT.
25. FMIGHT CALCS FOR 17409.(A 218.35 + B 230.02 + C 230.56 + D 224.12) = 225.76'
26. DATUM POINT: SAN SEVVER MAN HOLE ON 76TH ST. SW 197.80'
27. NLAX HEIGHT:-25', MEASURED FROM AVERAGE ELEVATION OF UNDISTURBED SOIL AT CORNERS OF EXTENDED
0 0
BUILDING RECTANGLE, SUBJECT TO FIELD CHECK BY BUILDING DEPARTMENT
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28. TRANSIT SHALL BE SET UP FOR INSPECTOR AT FRAMING INSPECTION TO CHECK HEIGHT OF STRUCTURE.
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29.. LOT LINES STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION
30. ADDRESS NUMBERS SHALL BE POSTED PAINLY VISIBLE AND LEGIBLE FROM STREET OR ROAD FRONTING PROPERTY.
31. ALL NEW EXTENDED, RE -BUILT OR RELOCATED ELECTRICAL UTILITY AND.OR SERVICE SHALL BE PLACED UNDERGROUND
32. ACCEPTABLE TIGHTLE\JE MATERIAL SCH 40 PVC OR EQUIV, SDR 34. (ASTM D3TM D3034)
"VARIANCE")
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33. ANY REQUEST FOR MODIFICATION, VARIANCE OR OTHER ADMINISTRATIVE DEVIATION (HEREINAFTER
MUST BE SPECIFICALLY CALLED OUT AND IDENTIFIED. APPROVAL OF ANY PLAT OR PLAN CONTAINING PROVISIONS
0
WFUCH DO NOT COMPLY WITH CITY CODE AND FOR WHICH A VARIANCE HAS NOT BEEN SPECIFICALLY IDENTIFIED, RE-
QUESTED AND CONSIDERED BY TTIE APPROPRIATE CITY OFFICAL IN ACCORDANCE WITH THE APPROPRIATE PROVISION
OF CITY CODE OR STATE LAW DOES NOT APPROVE ANY ITEMS NOT TO CODE SPECIFICATION..
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