22522 95TH PL. W.PDFiiiiii iiiiii
9392
22522 95TH PL. W
ADDRESS:
TAXACCOUNT/PARCELM
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICALAREAS#: 0Lr2-0,Zj DETERMINATION: 0 Conditional Waiver E]StudyRequired AWaiver—
CRITICAL AREAS #: DETERMINATION: F1 Conditional Waiver Study Required E] Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER - list permit Vs):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED: 10
SEWER LID FEE $:
LID #:
SHORT PLAT FILE:
LOT:
BLOCK:
SIDE SEWER AS BUILT DATED:
'SIDE SEWER PERMIT(S) #: Ov Lj 5 0
GEOTECH REPORT DATED:
STREET USE/ENCROACHMENT PERMIT #:
FOR:
"WATER METER TAP CARD DATED:
OTHER:
TF04-Z
--�Jyn - 6711:1110
L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc
City
of
WOW
DEPARTMENT OF BUILDINGS
I , —
PER INTERNATIONAL RESIDENTIAL CODESECTION R110
th
AT: 22522 95 Place W, Edmonds —*�—�Building Permit#: 20100429
Occupancy established by this certificate: R 3(f� Dwelling Units:
V
No. Stories: 2 Basement: N —T-,Ype�of-Construction: B
Scott Kintz and Jenfeng fi�'-
Owner of building: W
95th
The Sin
-gle Family Residence at 22622 Place W, Edmonds, WA hai�--been ins e i Zdand approved complying with the
requirements of the 2006 edition of the International Residential Code-tis-adopted,by the City for the group and division of occupancy
and the use for which the proposed occupancy is classified
Issued this 13th day of January 2011
Chief Building Official
By:
Any change of occupancy or use requires a building �ermit and a new Certificate of Occupancy issued by the City of Edmonds Building Official.
STREET FILE
KlN'lrz wul EDMONDS
SECTION 25, TOWNSHIP 27 N, RANGE 3 E, W.M.
CONNECT @ 413.0
EXISTING CATCH BASIN/
DATUNI
POINTCB 416.80',,
ALL DOWNSPOUTS TO (3- MIN. SEPEARATION
TIGHTLINE TO EXISTING BETWEEN WATER SERVICE
DRAINAGE SYSTEM
LINE AND OTHER
NEW POWER,
UTILITIES REQUIRED)
CABLE & PHONE
su'22'56"�'_-
,
NEW NATURAL b;
F-pER'MANENT
SEEDING ON NEWWATER..
ALL DISTURBED LINE
AREAS (A) 420.60' (B) 419.50
NOT TO BE TIED INTO
DETENTION SYSTEM
PLAN:KINTZ
z FOOTING FOOTINGIPOSITIVE
DRAIN DRAIN S.D. TIGHTLINE
SANITARY SEWER
HOOK UP (4- PVC)
CONNECT @ 414.0
(D), 420.40' (C) 417,.g(
ff-6"SETBACK UZ —
HEIGHT CALCULATION
(A) 420.60
(B) 419.50
(C) 417.80
(D) 420.40
AVERAGE = 419.58'
MAX BUILDING HT = 444.58
ACTUAL BUILDING HT = 444.23
i GAS Lir
ipDRIYEWAY
P
Ui
EX. DET. BYPASS
EX. 8 PVC SD DR-AIN CONNECT FOOTING DRAIN ONLY
EXISTING ACCESS INSPECTED @ TIME OF S.P. INSPECTED @ TIME OF S.P.
KA��E_ M—E N_TD _RIV EWAY — — — — — — — — — — — — — — — — — — — — — — -
TO 95TH PL SW.
7 SO - SO SO SO SO SO - SO 7 SO - SO - SO - SO - SO
__5D LD 11777777,
5D D
-W _w _w _w _w w _w _w _w _w
SD s
CONNECT TO EX.
POWER AND GAS STUBS
It I EX. I" POLY.
CONNECT TO EX.
INSPECTED @ TIME OF S.P.
1"WATER STUB
N
UTILITIES NOTE:
EXISITING 6" PVC ALL NEW UTILITIES MUST
W/ 2% SLOPE GO -UNDERGROUND
cn
60 C14
EXISTING 0 10 20
FENCE Ldd.A.Al
HORIZONTAL SCALE
I I NEW
L/�6"JPVC
EX * SS STUB
INSPECTED @ TIME OF S.P.
SEWER EXTENDS EAST TO
_�38, 0 SS SS MAIN IN 45TH PL SW
CONNECT TO INSPECTE . D @ TIME OF S.P
EX. SS W/ PVC
6"PVC EXISTING CATCH
DOWNSPOUT BASIN
CONNECTION
LEGAL DESCRIPTION
SECTION 25 TOWNSHIP 27 RANGE 03 QUARTER SE - PINE CREST BLK 000 D-01 -
LOT 3- OF CITY OF ED SP S-05-140 AFN 200703215217 BEING A PTN OF TR 87 SD
PLAT.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
BENCHMARK
TOP OF EX. CATCH BASIN 10' WEST OF THE NORTHEAST PROP CORNER.
ELEVATION =416.80
SITE DATA
SITE ADDRESS: 22522 95TH PLACE WEST EDMONDS, WA. 98020
TAX ACCOUNT NUMBER: 00544300008701
ZONING: UGA EDMONDS
ZONING:
RS-8
Date:
aahD
ACCEPTABLE TIGHTLINE
SDR 35 MATERIAL MAXIMUM DRIVEWAY
SLOPE ALLOWED 14%
SCH 40
N 12 l
P810 �ANCORREVISIOPNI
OCT 2 1 AM
$UILDING I
CITY OF
QWNERZAPPLIC�NT
SCOTT KINTZ & YANFENG WU
P.O. BOX 335
MOUNTLAKE TERRACE, WA 98043
CIVIL ENGINEER
OMEGA ENGINEERING, INC.
JOSEPH SMEBY, PE
2717 ROCKEFELLER AVE.
EVERETT, WA 98201
425.387.3820
F: 425.259.1958 rE
6)7.0/)0
CONTACT OLYMPIC VIEW
WATER/SEWER DISTRICT
TO INSPECT SIDE SEWER
WATER SERVICE LINE
INSPECTIONS REQ'D. CALL
425-771-0220 EXT. 1326
(BY CITY OF EDMONDS)
PROVIDE AS.-BUILTS FOR
WATER AND SEWER TO
CITY OF EDMONDS
EAPPLICANT SHALL REPAIR/REP07777
I
DAMAGE TO UTILITIES OR FRONTAGE
IMPROVEMEN,TS IN CITY RIGHT-OF-WAY PE3R
CITY STANDARDS THAT IS CAUSED OR
CCURS DU ING THE PERMITTED-PROJEC
24 HOUR NOTICE REQ.
FOR INSPECTION
46"ITREET FILE
DETENTION SYSTEM DESIGNED FOR : 7797 SQ. FT.
IMPERVIOUS SURFACE WATER RUNOFF FROM:
EXISTING 22520-95TH PL W 3457 SQ� FT.
EXISTING ACCESS ROAD 1140 SO. FT.
PROPOSED : 22522-95TH PL W 2_5-2_<-SQ. FT.
TOTAL TO DETENTION SYSTEM -?12ZSQ. FT.
IMPERVIOUS SURFACE CHART
LINE
TYPE
AREA (SQUARE FEET)
1.
EXEMPT
0
EXEMPT
NON-EXEMPT
.2.
REPLACED
0
0
3.
NEW
N/A
2504
4.
TOTAL REPLACED +
NEW (NON-EXEMPT)
2504
POLD 2010-0429
KIN.IrZ WU �EDMONDS
SECTION 25, TOWNSHIP 27 N, RANGE 3 El W.M.
EX. DE'I'. BYPASS I
EXIS,TTNG GVEC11 BASf N LA. 0 rVUSUL)RAIN CONNECT FOOTING DRAIN ONLY
DATUM POINTCB 416.80 INSPECTED @TIME OF S P. INSPECTED PTIME OF S.P.
EXISTING ACCESS
F" - - - - EA�_E - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - -
MENT DRIVEWAY
TO 95TH PL SW.
Sri SD sc, - .- - — - ----- S(, SD . ......... ... �D U)
- - ----------
Id — ------- w w --- — --- W W w w ------- — w sv `e
'PROTECTION EX. I" POLY.
E1.3 INSPECI ED @) TIME OF S.P.
N
G 6" PVC
�OPE
T FENCE
4D E1.1
USTING 0 10
,'NCE
HORIZONTAL SCALE
3 STUB
FCTED (4) TIME OF S.P.
SEWER EXTENDS EASTTO
MAIN IN 95TH ��L SW
INSPECTED (q) TIME OF ST
I
EXISTI NG CATCH�
BASIN
ZONING:
OWNER/CONTRACTOR I S RS_8
RESPONSIBLE FOR EROSION
CONTROL AND DAMAGE
LEGAL DESCRIPTION
SECTION 25 TOWNSHIP 27 RANGE 03 QUARTER SE - PINE CREST BLK 000 D-01 -
LOT 3 OF CITY OF ED SP S-05-140 AFN 200703215217 BEING A PTN OF TR 87 SD
PLAT.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
BENCHMARK
TOP OF EX. CATCH* BASIN 10' WEST OF THE NORTHEAST PROP CORNER.
ELEVATION =416.80
SITE DATA
SITE ADDRESS: 22522 95TH- PLACE WEST EDMONDS, WA. 98020
TAX ACCOUNT NUMBER: 00544300008701
ZONING: UGA EDMONDS
OWNER - /APPLICANT
SCOTT KINTZ & YANFENG WU-
P.O. BOX 335 1
MOUNTLAKE TERRACE, WA 198043
CIVIL ENGINEER
OMEGA ENGINEERING, INC
JOSEPH SMEBY, PE
2717 ROCKEFELLER AVE.
EVERETT, WA 98201
425.387.3820
F: 425.259.1958
N
)0
OMEOA
ENGINEERING, INC.
2717 Rockefeller Avenue
fel Everett WA 98201'
(o)425.387.3820 (f). 425.2591958
%0
ALL EXPOSED SURFACES TO -
BE COVERED WITHIN 2 DAYS
24 HOUR NOTICE REQ.
FOR INSPECTION
STRE I ET FILE
REVISION
OCT 2 120
BUILDING DEPARTMENT
. CITY OF EDMONDS
EROSION CONTROL PLAN
D ATE JOB NO. SCALE SHEET
11
)8-18-2010' 10-081 1 — 20' 1 OF 2
0
A
Recording Requested By and
When Recorded Mail To:
01 MPI C. V tc4o U
"10o02-(.o
"""'71191 5 PGS
1@/ 07/2@08 10:40am 00
SNOHOMI SH COUNTY) WPH'INGTON
- ACISE TAX
RiQUIRED
OCT 0 7 2006
KIRKE SIEVERS, Snohomish County Treaswer
By— - KIRKE SIEVERS -
Document Title(s) (or transactions contained therein):
1. Agreement and Sewer Easement
2.
3.
4.
Reference Number(s). of Documents assigned or released:
(on page�_ of document(s))
Grantor(s) I�Last name first, then first name and initials)
I . Olympic View Water and Sewer District
2. Chris Yockey
3.
Additional names on pMS_ of document.
Grantee(s) (Last name first, then first name and initials)
I . Chris Yockey
2.
3.
Additional names on page of document
Legal Description
Section 25 township 27 range 03 quarter SE Pine Crest Blk 000 D-02 Lot 2, lot 3 and Lot 4
Additional legal is on page — of document.
Assessor's Property Tax Parcil/Account Number
00544300008701
00544300008602
00544300008702
RESUB
SEP 14 20110
BUILDING DEPAP.11AENT
STREET FILE CiTy OF EDMONDS
OLYMPIC VIEW WATER & SEWER DISTRICT
23725 EDMONDS WAY
EDMONDS WA 98026-8977
(425) 774-7769
AGREEMENT AND SEWER EASEMENT FOR
COMMON LINE SEWER OWNERS
THIS AGREEMENT is entered into to be effective this dav of 4�Lk 2 0.
by and between the Olympic View Water and Sewer District, a municipal cot —oration, located in
Snohomish County, Washington, hereinafter referred to as "District", and
1) Chris & Jennifer Yockey owner(s) of the following described property in Edmonds, Snohomish County,
Washington, to wit: 22522 95th PI W Edmonds WA 00544300008701
Section 25 Township 27 Range 03 Quarter SE — PINE CREST BLK 000 D-01 — LOT 3 OF CITY OF ED, SP S-05-
140 AFN 200703215217 BEING A PTN OF TR 87 SD PLAT
and, 2) Chris & Jennifer i Yockey owner(s) of the following described property in Edmonds,. Snohomish
County, Washington, to wit: 22520 95th PI W Edmonds WA 00544300008602
Section 25 Township 27 Range 03 Quarter SE — PINE CREST BLK 000 D-02 — LOT 2 OF CITY OF ED SP S-05-
140 AFN 200703215217 BEING A PTN OF TR 86 SD PLAT
and, 3) Chris and Jennifer Yockey owner(s) of the following described property in Edmonds, Snohomish
County, Washington, to wit: 22604 9e PI W Edmonds WA 00544300008702
Section 25 Township 27 Range 03 Quarter SE -- PINE CREST BLK 000 D-02 — LOT 4 OF CITY OF ED SP S-05-
140 AFN 2007032152.17 BEING A PTN OF TR 97 SD PLAT
and 4)
Co�nty, Washington, io-�WEt
and, 5)
County, Washington, t
,owner(s) of the following described property in Edmonds, Snohomish
.owner(s) of the following described property in Edmonds, Snohomish
and WHEREAS, the Manager of the District is authofted to apprbve a side sewer that serves more than
one property upon joint agreement by the owners of all properties involved, and upon the condition that the
side sewer be constructed in accordance with District standards and specifications.
NOW THEREFORE, for and in consideration of the mutual covenants and benefits to be derived
therefrom, the parties do agree as follows:
That a side sewer shall be constructed in accordance with the District's standards and
specifications.
2. There shall be an easement four (4) feet wide and each party hereto does grant and
convey to the other an easement over his property for the period and purposes
hereinafter expressed.
3. The cost of maintenance, repair or reconstruction of that portion of the sewer used in
common shall be bome in equ6l shares by the owners except that the owners of any
lower parcel shall not be responsible for the part of the sewer above their connection;
and when necessary to repair, clean or reconstruct the sewer, the parties to this
agreement shall have a right of entry for that purpose. Whenever entry is Made to repair,
clean or reconstruct such work shall be done in a workmanlike manner, and the premises
shall be promptly restored to their previous condition as soon as is reasonably possible..
4. The property owners who are parties hereto, their successors, assigns, (or tenants) do
hereby agree to indemnify and save harmless the Olympic View Water and Sewer
District and its commissioners, officers, and employees from all future damages resulting
from the connection of the side sewer to the above described premises.
5. This agreement shall be filed with the County and shall be a covenant with the land and
binding upon all parties and their heirs and assigns forever.
OLYMPIC Y" WATER
'yAND SEWER
DIST3HQr,Genera-1- MaMiger
2
0 0
OLYMPIC VIEW WATER & SEWER DISTRICT
23725 EDMONDS WAY
EDMONDS WA 98026-8977
STATE OF WASHINGTON)
COUNTY OF SNOHOMISH)
On this C>� day of 2008, before me, the undersigned, a
Notary Publirn in and fo6 the f Waoington, duly commissioned and swom, personally
a
appeared. KJDOe-V - JLt , to me known to be the Manager of
Olympic View Wkiter and Sewer District, the municipal corporation that executed the foregoing
instrument, and acknowledged to me that the said instrument was signed as the free and
voluntary act and deed of said municipal corporation, for the uses and purposes therein
mentioned, and on oath stated that they were authorized to execute the said instrument and that
the seal affixed is the corporate seal of said corporation.
WITNESS my hand and official seal he pffixed the day and year in this certificate above
written..
off DAIVI,"� -
0
PUBOC, 0
A�
OF wp's\
�JqARY PUBLIC in ind for the State of Washington,
residing at k�4
My Commisgion Expires 0'3:5T'o'�
OLYMPIC VIEW WATER & SEWER DISTRICT
23725 EDMONDS WAY
EDMONDS WA 98026-8977
STATE OF WASHINGTON)
COUNTY OF SNOHOMISH)
On this 10 �day of A:!�j Q0 20 personal p ared before me, the undersigned,
in, an �e
kt(4
a Notary Public d for t1i6 State of Washington, S. I
to me known to be the individual(s) above described, who executeEl the for4going instrument,
and acknowledged td me that the said instrument was signed as the free and voluntary act and
deed of said ihdividual(s) for the uses and purposes therein mentioned.
WITNESS my hmp, and official seal -hereto affixed the day and year in this certificate above
written. 101110' �:e"
# 1�. DAAII:-,,
...........
S%014
�60TAqy Z -1k
N6ARY PUBAC in and for the State of Washington,
PUBL%Q
residing at i WA
'41 $it My Commission Expires
-,-OF WASW"l
STATE OF WASHINGTON
COUNTY OF SNOHOMISH)
On this day of 1 20 _,_, personally appeared before me, the undersigned,
a Notary Public in and for the State of Washington, I
to me known to be the individual(s) above described, who executed the foregoing instrument,
and acknowledged to me that the said instrument was signed as the free and voluntary act and
deed of said individual(s) for the uses and purposes therein mentioned.
WITNESS my hand and official seal hereto affixed the day and year in this certificate above
written.
NOTARY PUBLIC in and for the State of Washington,
residing at
My Commission Expires
0
City of Edmonds
Traffic Impact Analysis Worksheet
"C. lj�c)z
Name of Proposed Project:
Owner/Applicant
,5 CZ4-4— A(`,, + Z- luaevr�q Wu_
Name <) La r"01,5 Q
Strerailing Address
City State Zip
Telephc(�4-_�2��q_�2
I X P\,I- Z_ 4111, f I WA
Applicant Contact Person:
NUQ VVL_ Lj�,_
iName ti
2 11 �, fc b & -j
Street�Mailing Address
tq V1 VA L-) CAJA- qS-0-3 G
city , State Zip
Telephone: -75c4-2-rt-a2
Traffic Engineer who prepared the Traffic Impact Analysis (if applicable):
Firm Name
Telephone:
THRESHOLD LEVELS OF ANALYSIS
Contact Name
E-mail:
Project Traffic Levels
Sections to Complete
I. Less than 25 peak --hour trips generated
1 and 7 only (Worksheet/Checklist)
II. More than 25 peak -hour trips generated
All sections
PROJECT DESCRIPTION
�_ (.4.) �031*REET FILE
a. Location - Street address:
(Attach a vicinity map and site plan.)
b. Specify existing land use:
c. Specify proposed. type and size of development:
Lo CP (# of residential units andlor square footage of building)
REBUS
Revised on 6124110
E82 - Traffic Impact Analysis Worksheet SEP 14 201CPage 1 of 5
BUILDING DEPARF'MENT
CITY OF EDMONDS
Jq-,5 500Y) a '4- ).r
S
d. Date construction will begin and be completed: C�?' 0
e. Define proposed access locations:
f. Define proposed sight distance at site egress ocat
A 7: 1 A 0
)o
2. TRIP G NIERATION
Source shall be the Eighth Edition of the Institute of Transportation Engineers (ITE) Trip Generation
manual. For independent fee calculations, the current edition of the ITE manual may be used.
ADT = Average Daily Traffic
PM Peak -hour trips (AM, noon or school peak may also apply as directed by the City Engineer)
a. Existing Site Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
AN
OUT
b. Proposed Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN
OUT
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:
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 2 of 5
0 0
3. TRIP DISTRIBUTION
Prepare and attach a graphic showing project trip distribution percentages and assignments. For
developments that generate over 75 peak -hour trips, the City Engineer reserves the right to require
trip distribution to be determined through use of the City traffic model.'
4. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY
a. Have sight distance requirements at egress location been met per AASHTO requirements?
b. Intersection Level of Service (LOS) Analysis:
Intersections to be evaluated shall be determined by the City of Edmonds Traffic Engineer
Existing Conditions
LOS
Delays
Year of Opening
LOS
Delays
Five Years Beyond Change of
Land Use
LOS
I
I
Delays
I
I
c. Describe channelization warrants:
(Attach striping plan.)
d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths):
50%
95%
Existing Conditions
Year of Opening
Five Years Beyond Chan e of
9
Land Use
e. If appropriate, state traffic control warrants (e.g. stop sign warrants, signal warrants):
f. Summarize local accident history2 (only required for access to principal and minor arterials):
Available upon request at City of Edmonds Development Services Department
2 Available upon request at City of Edmonds Police Department
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 3 of 5
0 0
5. TRAFFIC VOLUMES
Provide the following and other planned development traffic within the city.,
a. Describe existing ADT and peak -hour counts (less than two years old), including turning
movements, on street adjacent to and directly impacted by the project.
b. Describe the estimated ADT and peak -hour counts, including turning movements, the year the
project is fully open (with and without project traffic).
c. Describe the estimated ADT and peak -hour counts, including turning movements, five years
after the project has been fully open (with and without project traffic).
d. State annual background traffic growth factor and source:
6. LEVEL OF SERVICE (LOS) ANALYSIS
a. Summarize Level of Service Analysis below and attach supporting LOS analysis documentation.
Provide the following documentation for each arterial street or arterial intersection impacted by
ten or more peak -hour trips. Other City -planned developments, must also be factored into the
LOS calculations.
LOS
LOS
Existing Conditions
Existing
Delays
Year of Opening
With Project
Without Project
Five Years Beyond Change of
Land Use
I With Project
Without Project
b. Note any assumptions/variations to standard analysis default values and justifications:
1 A list of planned developments are available at the City upon request for public records
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 4 of 5
0 0
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.
CHANGE IN USE
Fee for prior use shall be based on fee established at the time the prior use was permitted. If the
previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04),
the 2004 ECDC 18.82.120 impact fee shall be used.
ITE Land Use Category
Per Unit
Fee Rate
New Use
$
Prior Use
$
X
X
Units in
square feet,
# of dwelling,
vfb. etc.
New Use Fee: $ Prior Use Fee: $
,X/�jEW DEVELOPMENT
ITE Land Use Category
Per Unit.
Fee Rate
Few Use
10
$SLI 0,
0 OTHER
a
. Units in
square feet,
# of dwelling,
vfp, etc.
I
Fee
Fee
MITIGATION FEE RECOMMENDATION:
$
INDEPENDENT FEE CALCULATION: $200.01(LEgnsultant fee)
$
TOTAL TRAFFIC IMPACT FEE
$
t7h -7bO
City ofJAIrnonds, Engineering Division Approval Date
* Fews Wgwwo 14maelL SHOca "
No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative.
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 5 of 5
W
E�l M
r�l ON
EXISTING CATCH BASIN/,
DATIM POINT CB 416.80'
ALL DOWNSPOUTS TO
TIGHTLINETO EXISTING
EXISTING ACCESS
DRAINAGESYSTEM
EASEMENT DRIVEWAY
POWER,
CABLE
TO 95TH PL SW.
& PHO�E
S88' 22'56*E�
17 EXISTING
419' ATERLINE
STOPS HERE
NATURA
FP.... NENT
ERM-A
�11 GAS LINE
0 NOTE: XSEPERATION
S EEDING ON
ALL DISTURBED (A) 420.60'
FROM WATER TO
(B) 419.50'- OTHER UTILITIES
AREAS 7�
-------- I
.,- ��. *. ..'. I
-T.. - . . * . . I
- POSITIVE
FOOTING
-DRFV AY:-'.
DRAIN
PLAN: KINTZ
ISIING 6" PVC
NEW L W/ 2% SLOPE N
ATER.,.
'LINE
Cn
CN
COVER SOIL STOCK
PILE WITHIN 24 HO URS
'_
I
-7
-SANITARY SOIL
So
�6_ .."SEWER 'OIL
To IL)
CK
STOCK
SiOCK
--HOOK LPILE
____�EXISTING
UP
(4- PVC)
FENCE
38'-d"
(D) 420.40' .... .
7�_
.... (C) 417.801- 1-11 -- ----------- ----
EXISTING SS
T-6"SETBACK U.N.O.
418"
420' '415" 1 6- C.O.
S88* 23'3"W 417, 416' T.L. EXISTING CATCH BASIN
FOOTING ELEVATION: 414.6'
HEIGHT CALCULATION
(A) 420.60
A PjaW&S AZKV� TO 6CVPdZNTF-
(B) 419.50
oa^iPaAe-re AA-m-i-Ty PLAO
(C) 417.80
F011L
(D) 420.40
&a*s%t,*z, oot-1-trAL. mAo
epaAn el &*)Oen LDM STYLES
AVERAGE = 419.575
P/L - PROPERTY LINE
MAX BUILDING HT = 444.575
SB/L - SETBACK LINE
ACTUAL BUILDING HT = 443.5
S - SILT FENCE
GRADING:
120 YDS TO
REMAIN,ON.SITE,
J ho
ZONING:
RS-8
G - GRADE LINES
APPROVED BY PLANNING REVISION
I (). 7,S. I D OCT 21 20iii
8UILDiNG DEPARTMENT
Scale
1" = 20ft
Lot* 3
Owner
Scott Kintz
PO Box 335
Mountlake Terrace,
WA 98043
Site Address _n
22522 95th PI W W.—Is
Edmonds, WA 98020 T-07
Assewor's Parcel No. M
Tax ID: 00544300008701
Silt Fence
Install a slit fence on the downhill
side of disturbance and adjacent to
any water erosion / soil control
measures. Maintain throughout
construction. Provide positive
drainage from structure.
Lot Size
8024 square feet
Percentaae of Coveraee
22%
1pn�grvious Surface Calculations
Building Footpr.int*: 1772
Drive/Walk ways, Patios: 753
Total Impervious Area: 2525
zone 2; Comer_Flag_Z
Setbacks Recittired Actual
FFefA- +
=Sides 10
Rew :7.5 g�;, If
.Odle W :z. 67
HeWit
BUIIDMU=TUM_ 11=05; ffV=EA, GARAGE
ARFA COVERED PORCH AREA, AND COVERED AREA OF 2nd
FLOOR CANTILEVER AT DINING ROOM SLIDING GLASS DOOR.
THIS AREA DOES NOT INCLUDE THE ROOF OVERHANG AS NO
PART OF THE ROOF OVERHANG EKCEEDS 30"
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