20000505.pdf0 PIRES
USE PERMIT
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CITY OF EDMONDS ZON
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CONSTRUCTION PERMIT APPLICATI N AD.
OWNER NAMEINAME OF BUSINESS PLAT NAM51SUBDIVISION NO LOT N!� LIDN0,:".,- I'
LID EE $
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MAILING ADDRESS 0, 0
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP W 1.1-
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NAME
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ADDRESS
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CITY
NAME
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ADDRESS DATE
VISE REVIEWED By
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SHORELINE OR ADBIT INSPECTION
VARIANCE OR CU RED'
STATE LICENSE NUMBER EXPIR I N DATE CHECKEDBY - E3YES NO
SEPA RE SIG ARIA HEI.Ml
CC 911TE EMP ALLOWED .0 Ep
PROPERTY TAX ACCOUNT PARCEL NO. PRO"O's
EXP
REQUIRED SETBACKS PROP
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ER E 'FT FIRE 0 u CE SEA
RESIDENTIAL PLUMB- I ME.. 'LOW -s SIDE - REAR
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NUMBER SPECIAL INSPECTOR AREA LOAD
REQUIRED E] YES
STORIES
I N
DESCRIBE WORK TO BE DONE IMARKS
ROGRESS INSPECTIONS PER UBC 1081FINAL INSPE
VALUATION FEE
PLAN CHECK FEE
HEAT SOURCE GLAZING I LO SL . O,PE % BUILDING
6-
PLAN CHECK NO: VESTED DATE PLUMBING
MF.CHANCAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS 11", 11
ON Y. Y CONST A TION NLIC
I: OE DONE ON PnivAT C.ON THE P
DOM E RAOLPERTDY ARQUEESC,ET )WILLAEQUIHE IK,
AIN (CURDS, SIDJW SKS ATELWAAYNS.IST
E�AR E PERM SION STATE SURCHARGE
PERMIT APPLICATION: 160 DAYS
WORK I ITTED WITHIN ISO DAYS
END REVIEW FEES
PERMIT LIMIT' 1 YEAR ' PROVIDED 'S STA
SEE BACK OF PINK PERMIT FOR ORE INFORMATION ENO. INSPECTION FEE
'APPLICANT, ON BEHALF OF HIES OR HER SPOUSE, HEIRS. ASSIGNS AND SUC ESORS
CITY OF
IN INTEREST, AGREESTOING NTlY. DEFEND AND HOLD HARMI -S T,:ANYA.D NEIIEE
RECEIP
!�DNIDNOISIAIII"TON 'S OV`,C,'ALS. A�WISING DIRECTLY OR INDIRECTLY
LL "'M .A A.A.EiDF W A SMIT EAMIT SHALL NOT BE PLAN CHECK DEPOSIT
FROM THE ISSUANCE .1 THIS PF ISSUANCE OF THIS P CITYORDINANCE
MODIFY. WAIVE OR RED CE AN EQ IREMENTOFANY IPT -0
NFORCEANY
DEEMED 10 ULTTYTYR U ORDINANCE PROVISION. RED
TOTAL AMOUNT DUE
0 NOR LIMIT IN ANY WAY THE CtTY'S ABI
I HEREBY ACKNOWLEDGE THA.1 I I HAVE READ THIS APPLICATION. THAT THE INFORMATI N PPLIC ION APPROVAL
I AM THE OWNER. OR THE OU
A TIlOFTZEQ AGENT OF .g d by th,
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GIVEN IS CORRECT AND THA ED LATING CONSTRUC CALL y I`- �ld,
AD ' E TO COMPLY WITH CITY AND STATE LAWS Pb
UTHORIZED THEREBY. NO 'ERSO TOM
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,T�,.ENOW'.'R MIN'G RELATING TO FOR INSPECTION
,AN N.OINGT.E...KA - AIE
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IT S UNLAWFULTO USE' OR OCCUPY A BUILDING OR STRUCTURE UNTIL 771-0221 ORIGINAL FILE YELLOW INSPECTOR
PINK -OWNER GOLD - ASSESSOR
A FINAL INSPECTION HAS I EEN MADE AND APPROVAL OR A CERTIFI
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX
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2. 5 00'34'46" UJ IN TOP OF FENCE FOST�
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00*34'25" W SET RE5AR W/CAP *305
OF WOOD PENCE
164' TO CONCRETE MONUMENT 165.45' ob, FAST
FOUND IN 220TH 6TIREET 8W.
ELEvATION OF MONUMENT 15 200'
5ET To +100' BA5E FOP, HEIGHT CALC.
4EIGHT CALIC. 51TE FLA
- ------------------------- -------------------------------------
Project Review Checidist
Project N. Plan Check #: �-Q
Project Address: Receipt Date: f '1[0
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Receipt # 16,
DEC
Clary cop,
DRAINAGE REPORT
FOR THE
VEVIK SHORT PLAT
AT 8906 22e ST. SW, EDMONDS
WITHIN SEC. 30, TWN. 27 N., R. 4E., W.M.
SNOHOMISH COUNTY, WASHINGTON
JRR # 99-90
PREPARED FOR:
JON VEVIK
8906 22e ST. SW
EDMONDS, WA 98026
(425) 673-6466
PREPARED BY:
RONALD K RIACH, P.E.
d.b.a. JRR ENGINEERING
16030 62ND AVENUE WEST
EDMONDS, WA 98026-4724
PN. (426) 787-6020
FAX (426) 742-6221
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This report has been prepared by JRR Engineering for JOR Vevik as support information for a Short
Subdivision within the City ofEdmomds. Any revisions to the proposed project may not use or
depend upon this report without the written permission of JRR Engineering.
City approval for the short plat will require items which are generally as fbUows:
Provide an off -site analysis
2. Identify existing conditions and possible development impacts
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3. Show compliance with City code requirements for drainage
o ds code
Calculations and design plans are based on good engineering practice, City OfEdm n
requirements, methods and procedures in the Department ofEcology Stormwater Management
Manual for the Puget Sound Bashi (1992), and investigation ofthe existing system in the project area.
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General %te D— aon/Condition
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The subject property (site) consists of one lot totaling approximately 754 SFJ.614-acyes) and is
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located on the North side of220th St. SW approximately 300 R WeiCof-88m Ave. W. Said property
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has a street ad dress of 8905 220th St. SW, Edmonds, and is within the SW quarter ofthe NW quarter
further
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of section 30, township 27 North, range 4 East, W.M., Snohomish county, Washington
65
described as:
Lot 12, Aurom Heights Division No. 3, according to the plat thereof, recorded in
Volume 13, of Plats, page 45, records of Snohomish county, Washington.
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The site is bounded to the south by a public right-of-waY , and on the north, east and west by
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residential improvements of a sirnilar nature to the subject site.
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Existing drainage at and around this site consis ts of urban ninoff. Atthistimethereisno storm
building on the site ufilim splash blocks
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drainage system on the site to collect runoff. The existing
and no down stream drainage is currently impacted. No wetlands have been identified on or adjacent
to the site. The project is outside the floodplain and co ntains no shorelands.
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on the south edge ofthe property is an open conveyance system (road side ditch). Driveway culvert
informati on can be found on the General Site Plan. The
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diameters, invert elevation, and flow direction
two thirds ofthe site cu trently drains to a I ow lying area about 210 feet north and 30 f�et
northerly
ofthe southeast property comer. Runofffrom the southerly one third of the site flows
west
uncontrolled to the roadside ditch in. 22& St. SIA.
Pmmsed Drabagg
Developed runoff from the site will be routed southerly similar to the present condition. An increase
enoes on
in impervious area is proposed. Runoff from the existing residence on parcel A, the new resid
ed ca ins an co ey
ed via tch bas d nv ed by
parcels A and B, the paved access and parking areas will be coU
a combination of PVC and corrugated metal pipe (CNIP) to a detention pipe and then to a Type 2
catch basin which will contain an outlet control tee. A portion of the conveyance system will also act
as the detention system.
DeveIgnmot IMUMIS
The parking configuration, landscaping and drainage improvements are proposed to provide access
and parking for the proposed use and improve the collection of surface water runoff on the site.
No significant erosion has been observed on -site and no significant erosion is anticipated on the
subject property or adjacent properties, due to the proposed development.
Post development peak flows are expected to have no significant impact on existing downstream
conditions as described in the following off -site Analysis & Downstream Conditions summary
information.
it is also anticipated that:
(1) Modification to the existing drainage system will not cause runoff to be diverted onto
or away from the adjacent downstream property
(2) The proposed improvements are not expected to aggmvate an existing drainage
problem or create a new drainage problem adjacent to downstream properties.
(3) A single orifice control structure is proposed for treatment and for releasing runoff at
pre -developed rat- (see plan).
(4) The proposed project conveyance system will contain and convey the 100-year design
storm.
(5) The Clearing Limits which am anticipated consist of and coincide with the property
lines, which will be marked prior to construction to indicate and delineate proposed
improvements.
Erosign/Sw es—
em ed midmAze th
to 0
Silt fencing, construction entrance and typical cover techniques will be ploy
on. Erosion and sedimentation control details have been provided
potential for erosion and sedimentati
in the construction drawing submittals.
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Soils:
AiderwGod Series
Hydrologic Group "C'
Runoff Characteristics:
E)dsting Proposed r—: 81 second growth.
86 Landscape (900d condition)
gg impervious stufaces
Design Storms:
2-Year Design storm precipitation 1. 5 tnch-
2 inches
10-Year Design storm precipitation
100-year Design storm precipitation 3 inches
preDgvelopment Condition:
Site Area = 7980 SF ( 181 ac.)
Landscape Area = 6228 SF ( 14 ac.)
Impervious Area = 1652 SF (.04 ac.)
10-year Design stom Peak —Off= -04 C6
100-Year Design storm peak runoff =-.M &
post-Dev&pment Condition-.
Site Area = 26,754 SF (.614 ac.)
Landscape Area = 14,542 SF (.33 W-)
impervious Area = 12,212 SF (.28 ac.)
10-Yar Design storm peak runoff = .19 cfs
100_yM Design storm peak —off = -34 cfa
Detention Required: 980 R3
Detention Provided: 980 W
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Dedicate or show 0 dication for 30 Feet oi public, x
right-of-way from 4 renterline of 220* SL S.W.
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Aide 20 twi asse ementforaccess all x
proposed lots.
Provide easements as needed for utilities. x
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curb d rs a s ontage of p x
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on 22& St. S.W. Face of concrete curb to be Ic:cjat;ed,a
_of_way.
way
feet north ofthe centerfinc Of the right -"Y.
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minimum of22
to =-of
construct 5:1 asphalt tapers from fare of curb �inng x
pavement at east and West ends OfPrOPerLY-
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Private arms to be paved to a total width of 16 feet plus
Al
- or curbs and gutters.
thickened asphalt edge
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dm�d tmzro'='d on proposed Lot C.
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construction on proposed Lots A and IS must be designed to
urijim Trart A for turnaround arm
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cfpropertyon=�St. S.W. Provide asphalt tapers to
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connect to pavement widening.
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Provide servK;
Conneato mblic water sYstem.
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jr;;4j� astvice to each IOL
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Co ect to ublic sewer sYstOUL
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tion the entire
development in accordance with pre e report.
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Construction of public in 2206 St. S.W.
minimum of 12" concrete pipe and must be in accordance
with plow Vroved by the City Engineer
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Coonnect all new pervious surhzes to Storm
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Required for all now services
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The site is generally at the same grade as the abutting properties, and is generally W1 aflect0d by
.Upstream off -site areas". StornlrunOff9enetally's"n"ted to that which is generated "On -site".
Downstream conditions consist of a road side ditch and pipe drainage system draining to Westgate
pond. Mnimaj erosion has been observed around the existing grading- No significant erosion is
anticipated on the subject property due to the proposed development,
Post development peak flows are expected to have no significant impact on existing downstream
conditions.
DOWNSTREAM ANALYSIS
THE STORMWATER OUTFALL FROM THE PROPOSAL WILL BE DIRECTED INTO THE
EXISTING ROADSIDE DITCH ON THE NORTHSIDE OF 220TH ST. SW NEAR THE EASTLINE
OF THE SUBJECT PROPERTY- THE DITCH ELEVATION AT THIS POINT IS 438.16
( CITY OF EDMONDS SEWER DATUld ). THE PROPOSAL CALLS FOR DIRECTING THE
DRAINAGE WATERS I-,i THE EXISTING ROADSIDE DITCH OR IN A 12" COVERED STORM
DRAIN ON GRADIENT COb1PATABLE WITH THE EXISTING FLOWLINE. WHICH IS DESCRIBED
AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EAST LINE OF THE PROPOSAL
AND THE ROADSIDE DITCH, HAVING AN ELEVATION OF 438.16; THENCE WEST ALONG
THE DITCH LINE, A DISTANCE OF 24.0 FT. TO THE INLET OF A 12" CONC. CULV-
18 FT. IN LENGTH UNDER A DRIVEWAY, THE INLET I.E. BEING 437.84 AND THE
OUTLET I.E. 437.62; THENCE CONTINUING WEST IN AN OPEN DITCH, A DIST. OF
93.0 FT. TO THE INLET OF A 1011 cONC. CULV. 26 FT. IN LENGTH UNDER A
DRIVEWAY, THE I.E. OF THE INLET IS 435.46 AND THE OUTLET I.E. IS 435.37;
THENCE CONTINUING WEST IN AN OPEN DITCH, A, DIST. OF 11.0 FT. To THE INLET OF
AN 81, CoNC. GULV. 22 FT. IN LENGTH UNDER A DRIVEWAY, THE INMT OF THE
INLET IS 434.96 AND THE I.E. OF THE OUTLET IS 433.36.- THENCE CONTINUING
IN AN OPEN DITCH, A DISTANCE OF 61.0 FT. To THE INLET OF AN 8" CONC- CULV-
THE I.E. BEING 428.77.; THENCE CONTINUING UNDERGROUND, A DIST.
OF 105 FT. TO A CB. TYPE I, HAVING A GRATE ELEV. OF 421.52 AND THE I.E.
Op AN 81, cONC OUTLET BEING 420.20, THIS CB- IS LOCATED 5 FT- NORTH
OF THE FOG LINE ON THE NORTHSIDE OF 220TH SW: THENCE CONTINUING
WESTERLY, UND ERG ROUND, A DIST. OF APPROX- 170 FT. TO A BRICK TYPE CB.
THE GRATE ELEV- BEING 411.63
LOCATED 14 FT . NORTH OF THE FOG LINE,
AND THE I-E- OF THE 8" CONC. PIPE BEING 410.4. THE OUTLET IS A
12" ADS N-12 PIPE, HAVING AN I.E. OF 406.6.: THENCE NORTH UNDERGROUND
IN A DRAINAGE E&SEmENT ALONG THE WEST SIDE OF LOT 7, PLAT OF AURORA
HEIGHTS DIV . NO. 3, A DIST. OF 110.0 FT. TO A CB TYPE 1, HAVING A
GRATE ELEV- OF 407.91. THE I.E. OF THE 12" INLET IS 406.10 AND THE
OUTLET I.E. IS 406.0; THENCE CONTINUING NORTH IN A 12" ADS UNDERGROUND
78 FT. MORE OR LESS TO THE Top OF THE SOUTH BANK OF WESTGATE POND.
HAVING AN I.E. OF 405.98. WESTGATE POND IS A NATURAL POND ACCEPTED By
THE CITY OF EDMONDS AS A RECEIVING POND FOR STORM WATER RUNOFF FROM
THE NEIGHBORING PROPERTIES, HAVING A MEAN HIGH WATER ELEV' OF 401.5 FT-
WESTGATE POND IS SITUATED IN THE SOUTHERLY AM OF LOT 1, PLAT OF
AURORA HEIGHTS DIV. NO. 3. CITY OF EDMONDS-
THE TOTAL LENGTH OF THIS DRAINAGE SYSTEM IS 717.5 ft- THE DRAINAGE
ENGINEER FOR THE CITY OF EDMONDS RAS VERBALLY STATED THAT THIS ANALYSIS
DOES NOT HAVE TO BE CARRIED OUT ANY FURTHER DUE TO PREVIOUS STUDYS
DOWNSTREAM To THE WEST FROM WESTGATE POND'
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NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE
IT IS DUE TO THE QUALITY OF THE DOCUMENT.
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ENqlNEERiNCl & PiANWINq SERViCES
16030 52nd Avenue West - EdMondS, WA 98026-4724
(425) 745-J766 - FaX (425) 742-5221
Project Name.--VAO-01, r 6 4- - NO.:-
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16030 52nd Avenue West - Edmonds, WA 98026-4724
(425) 749-+7N - Fax (425) 742-5221
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Name Title Date
VERIFIED BY CITY BUILDING INSPECTOR
Name Date
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DATE:
MEMO TO: PERMIT COORDINATOR, BUILDING DIVISION
FROM: FIRE DEPARTMENT DATE --
ENGINEERING DIVISION DATE—Ski/�
LANNING DIVISION DATE
PROJEC
SITE ADDRESS- su
31
PERMIT# _Q0505ADB#_DATE INSPECTED
DESCRIPTION OF WORK TO BE INSPECTED L,
A field inspection was conducted to determine compliance with approved plans. Final approval denotes that
there are no objections from the above signed Department to the granting of:
approval of the described work
_____----Performance Bonds associated with the project may be released
__GRANT FINAL PROJECT APPROVAL
__)(—GRANT FINAL PROJECT APPROVAL WITH CONDITIONS NOTED
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PERMIT APPLICATION: IODDAYS
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WOR SSTARTE.WITHIN 180DAYS
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ENG. REVIEW FEES
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ENO. INSPECTION FEE
PLICANT, ON GEHAV.F P HIS OR HER SPOUSE, HEIRS, ASSIGNS AN. SUCCESORS
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NPINTEREST. AGREES TZI NDEMNIFY. DEFEND AND HOLD HARMLESS THE CITY OF
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OR INDIRECTLY
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ALLCLAIMS FOR DAMAGES CIFWHATEVER NATURE, ARISING DIRECTLY
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PLAN CHECK DEPOSIT
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0 No ILITY TO ENFORCE ANY ORDINA CE ISION.
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I HE REBY ACKNOWLEDGE THAT I HWE 11EA. THIS APPLICATION: THAT TH E IN FORMATION
APPLICATION APPROVAL
GIVEN IS CORRECT. AND THAT I AM T'HE OWNER, OR THE DULY AUTHORIZED AGENT OF
P., . p.1 U01 ll,ad by Ihl
THEOWNEn. I AGREE TO COMPLY WITI�CITY AND STATE LAWS REGULATING CONSTRUC
CALL
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TION; AND IN DOING THE WORK AUTHO IZED THEREBY, NO PERSON WILL BE EMPLOYED
O� OF WASHINGTON RELATING TO
FOR INSPECTION
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IT IS UNLAWFUL TO USE OR OCCUPY A BUJILDING OR STRUCTURE UNTIL 771-0221
A FINAL NSPECTION HAS BEEN MADE AND APPROVAL OR A CERTiFl-
ORIGINAL FILE YELLOW INSPECTOR
CATE OFIOCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
FAX
PINK - OWNER COLD - ASSESSOR
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