651 3RD AVE N.PDFIII I iiiiiiiiii
4861
651 3RD AVE N
ADDRESS: aj-
TAX ACCOUNT/PARCEL NUMBER:2-0 M2� M20\ M7)
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR-
CRJTICAL AREAS:
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:_
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
DETERMINATION: E] Conditional Waiver El Study Required E] Waiver
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S).#:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
OTHER:
LATEMP\DS'Ps\Fom-ks\Street File Checklist.doc
I —
17 ". 1 S () "I
June 26, 2008
0 1 / 3rd
GARY HAAKENSON
CITY OF EDMONDS MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: wwwdedmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
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 Courity 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
Please be advised that the previously un-addressed/un-developed site (attached) has been
assigned the address of 651 3rl Ave N.
Tax ID Number: 27032400201200
Perm it/Pla t/Design Review File: Design Review S-2008-0033
If you have any questions regarding this letter, please contact me at 425-771-0220 or
Urnbaugh@ci.edmonds.wa.us. Please contact me if you wish to be removed from this list.
Respectfully,
Theresa Umbaug
Permit Coordinato
Edmonds Building Department
L\Temp\DsT1s\masier Letters\Nexv Address6/26/2008
Incorporated August 11, 1890
Sister City - Hekinan, Japan
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Drainage Plan:
OP
Due to the relative.flatness of the property there is no concentrated'.
PR00% 9.19 surface water entering or leaving the site. Rain water has been absorbed
-WAI\
31 *4 through the large area of lawn in -the past. The proposed driveway will
V drain into a detention system and on to the. -city storm drain. The city
storm system will be extended to Caspers Street as part. of the city
V, 4t, project. The existing unattachedgarage will have the downspouts
connected to the same detention -system. Footing drains from the
garage will be tied in to the outflow and on to- the city system.
I.0
No contour lines have been included in the plan as there is not two,
feet of slope on the property.
B-385.
The proposed driveway will be 2875 square feet of impervious surface.
VICINITY MAP,
x4a The existing unattached garage is .1200 for a total -of 4075 square feet.. NOT TO SCALE
Erosion Control Plan
CAM==
City standard erosion control measures shall be. in,place as deemed
necessary by the City Inspector. This may include any or all of the
MSE
following:
'If nmvrwAyn
PI I Q1 -inpA 11T.T A TY
STANDARD DETENTION SYSTEYWORKSHEET
.(5000 SF.OR LESS)
OWNER: ADDRESS—, CALC. BY:,'
PHONE� q?=E -77.± _13LZO
DATE:
PIPE DIA. /0
IMPERVIOUS SUFACE AREA PIPE LENGTH [ORIFICE
FOOTING- DRAINS SHALL NOT BE.- CONNECTED TO DETENTION SYSTEM
/--LOOKING LID (TYP.)
RIM ELEV.3� 95 IM ELEV. 3'9 1 7
DETENTION PIPE LENGTH 61 MIn. dearanco
-INISHED Messumd from top of
3RADE / r FCono. box or dser. RIM EI.Ev.36s 6
TIGHTLI
0-5%TOI.O%SLOPE
.ELEV.31q,.()
TO C17Y COWEYANCE
"INV.
ELEV.
OUTLET
UPPER CATCH BASIN CONTROL
ROM CONTROL CS 1--0AIFICE
'X2'X12"DEEP CONTROL CATCH BASIN
(4'-6 QUARRY SPALLS OR EQUAL)
FROM CONTROL CS IN. 6"COVER
SHALL BE PERPENDICULAR ,
TO SPREADER TRENCH-
PERF. PIPE SHALL BE
LEVEL & CAPPED AT ENDS,
IPRAP OUTLET
INV. ELEW
taully I KUL. um
RENCH SHALL BE LINED
WITH MIRAF1 A ON TOP
"WASHED DUN ROCK
SPREADERTRENCH
NOTES
1. CALL ENGINEERING DIVISION (771-0220 EXT.1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION
SYSTEM INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS,
2. Responsibility for operation and maintenance of drainage systems on private property Is the responsibility ofthe property
owner. Material accumulated in the storage pipe must be flushed out and removed from catch basln4 to allow proper operation.
The outlet control orifice must be kept open at all times,
CITY STORM
CONVEYANCE
SYSTEM
-SPREADER TRENCH
SHALL BE AMIN.
OF 10'LONG AND
PERPENDICULAR
.TO CONTROL CB.
E1.2 Rock Entrance
E1.3 Filter Sock CB Protection
I also intend to use plastic tarps to. stabilize piles of soil. I will have
straw bails on hand in the unlikely event they be needed.* I live on
8.09 the property and will be here to manage any conditions that may arise..
Sots.;
Grading Plan:
The proposed finished grade will be the same -as the existing grade.
The contour lines will be less thaii two feet so were not on the.drawings.
Spot elevations are. included though.
There vAll be no -new building.% at this tiniie so fboting.�elevatiots are not
included. There are no streams or creeks.
Grading calculations show 35.5 yards will be moved to allow for the
driveway and drainage system. This, includes a total of 405 1 1 inear feet
of trenching for tight lines and footing drains,
SEQUENCE OF CONSTRUCTION:
a. Schedule pre -construction. meeting with City Engineering Division
at 425-771-0220, ext. 1326.
b. Review erosion control notes.
c. call for utility locates.
d. Install ESC measures as required and maintain dust control..
e. Install utilities and perform other site improvements.
f. Stabilize exposed areas.
g. Remove ESC measures once the site has been permanently -
stabilized.
APPROVED AS NOTED
BY GINEERING
Date:
rww om
or- 00wo-r. WILL
tW
4 10
SEVOACES
JUAN, LOPW
C
ASPHALT THICKENED EDGE.
AS VIEWED LOOKING SOUTH OR LOOKING EAST
THICKNESS
2' MIN AC PAVEMENT
01 - 1,10. #,Vrr
NOTES
1 .20' concrete driveway apron'to be installed by City
*2 20'. concrete driveway apron to be installed by City
*3 Sanitary sewer stub to be installed by o winers contractor. Sewer
lateral to be 6" to the property line. A 6" cleanout with 12" locking
CI lamphole cover will be installed on right' -of -way side of property
line as per City standard -detail E6.4
*4 Future location of water meter. City to install stub and meter box.
*5 � City toinstall new storm drain catch basin and stub line to just
within property line of parcel B. Owner will connect on site storm
system at this point.
*6, 0 wner to install asphalt driveway
*7 Ownerto. install storm drain detention system
*8 Approximate location of new easements for City sidewalk project
as per City design. Owner to record easements on short plat.
*9 Approximate location of proposed walkway as per City design. -
SHORT PLAT NUMBER P.hi2OO80033
STORM DRAINAGE PLAN
EROSION CONTROL PLAN
GRADING PLAN
'FOR
ED CASPERS
IN SW.V4NWI/4- SECTION'24,- T.27N-.- R.3E., W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
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