21918 78TH PL W.PDF111111111111
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21918 78TH PL W
ADDRESS:
TAX ACCOUNT/PARCEL #:
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: El Conditional Waiver Study Required El Waiver
CRITICAL AREAS #: DETERMINATION: Conditional Waiver El Study Required E] Waiver
DISCRETIONARY PERMIT #S:
DRAINAGE P LAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER — list permit #'s):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
LID #:
SHORT PLAT FILE:
LOT:
BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USEIENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc
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Certificate of Occ
upana
Building Division
Oc.
This certificate is issued in accordance with die requirements of Section I I I of the 09 International Building Code certifying
that at the time of issuance this single family residence was. in compliance with the applicable provisions of the codes and
ordinances of the city regulating construction and use of buildings.
Description: 64 - Single Family Residence New
Site Address: 21918 78TH PL W, EDMONDS
Construction Type: VB
Owner:
16108 ASH WAY, SUITE 201
LYNNWOOD, WA 98087
Louilding 0iffic'ial
Permit No:
Parcel No:
Occupancy Group
POST IN A CONSPICUOUS PLACE
BLD20120576
00461000201500
R-3
03/01/2013
Date Issued
STREET ALE
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
I=STREET
Name: 'ge
Site Address: (�.(g el (�J
Date: - .7
Plan Check --76
2 -D 12
Project Description:
Reduced Site Plan Provided((&/ NO)
Zoning: 7S-'/7- S- I
Map Page:
Corner Lot: (YES J Flag Lot: (YES IDO
Critical Areas Determination ff:
El Study Required 6q(�=? o0 6W
Waiver
SEPA Determination:
,ULExempt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
- Requil-ed tbacks
Street:
S�e 7.
Sid
1 12�' 71
Rear:
Actual Setbacks
Street: 0 S .
Side:
-7_ �5-
Side 7,S-
Rear:. 35�
Detached Structures:
El Rockeries:
G Fences/Trellises:
OT-Bay Windows/ProjWing Modulation: C
&-Stairs/Deck: kti 0 WO, r_t,
Height
Datum Point: 4)
kk of(5L -4-
Datum Elevation:
Maximum Height Allowed: C_� -7)
Actual Height.J�. L(
Other
Parking Required:
Parking Provided: 2
Lot Area- 6, IV7
Maximum Lot Coverage: 35% Proposed: 70
Lot Coverage Calculations: hV eV'C� t J 0-�-k -2- 01
ADU Created: (YES / toy
Subdivision: (9 --7 P-0 Z ot
Legal Nonconforming Land Use Determination Issued: (YES 12))
6 c S Cofnments
(S 396 -qo I S- q 7- o & Iq 7- 7'� a (,,5
F 17 7 6 ItIT mc, Y,
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Plan Review By:
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ENGINEERING DIVISION FIRE HYDRA1,11
(M AS NOTE
Date:
Nil bvvA t t-
LOVELL- SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036
TELEPHONE: 425.775.1591 LSA FILE NO. 4912 DATE: 8-30-12 DRAWN: JTT
STONEBRIDGE, LOT 1
BELTON HOMES, LLC
16108 ASH WAY, SUITE 201
LYNNWOOD, WASHINGTON 98087
OFFICE : 425-775-8661 FAX : 425-742-8469
SITE PLAN INFORMAT10N STATE REGISTRAT10N #BELTOHL883L2
PROPERTY OWNER & CONTRACTOR: LOT COVERAGE
BELTON HOMES, LLC FOOTPRINT - 1,984 SQ FT
16108 ASH WAY SUITE 201 COVERAGE 1,984-.6,187=32.1%
I
LYNNWOOD, WA 98087
425-775-8661
SITE ADDRESS:
21918 78th PLACE W.
EDMONDS, WA 98026
LEGAL DESCRIPTION:
LOT 1, STONEBRIDGE COURT
ASSESSOR'S PARCEL NUMBERS:
00461000201500, 00461000201600,
00461000201701
IMPERVIOUS AREAS -
HOUSE/EAVES/PORCH 2,198 SQ FT
DRIVEWAY 485 SQ FT
CONCRETE 211 SQ. FT
TOTAL 2,894 SQ FT
BUILDING HEIGHT CALCULATION
(ORIGINAL GRADE)
A=385.08
8=386.40
C=389.26
D=386.34
1,547.08 - 4 = 386.77 AVE. ELEV.
MAXIMUM HEIGHT = 386.77 + 25=411.77
PROPOSED MAX. ELEVATION= 411.58
BUILDING PLAN - 446-A. GARAGE RIGHT
LOT 1 INFORMATION
TOTAL LOT AREA -
6,187 SQUARE FEET
A,! L
SCALE: 1"=20'
Vii%i
0' 5' 10' 20'
AREAS
MAIN FLOOR
UPPER FLOOR
GARAGE
PORCH
WALKWAY
DRIVEWAY
PATIO
1,397 SO. FT.
1,801 SQ. FT.
478 SQ. FT.
71 SQ. FT.
91 SQ. FT.
485 SQ. FT.
120 SQ. FT.
PROJECT BENCH MARK
TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF 222nd
STREET S.W. AND 76th AVENUE W. RIES 11 RB
ELEVATION : 374.92 Iij
DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929 SEP - 5 2012
SITE BENCH MARK : WILL BE FURNISHED AS CONSTRUCTION IS SUILDIN
COMPLETED G DEPARTMEN'
CITY OF Ef),unum,
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1NV='79."—Lr--
1" E 112.49' L
F
26
=386.40 49.50
N 88*41'51" E
47.6f::
LOWER FLOOR
GF=386.27 -
L — —
PLAN 446—A
GARAGE RIGHT INV1
MF=387.0 71 SF
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APPROVED BY. PLANNI G STONEBRIDGE, LOT 1
BELTON HOMES, LLC
16108 ASH WAY, SUITE 201
LYNNWOOD, WASHINGTON 98087
OFFICE : 425-775-8661 FAX : 425-742-8469
SITE PLAN INFORMATION STATE REGISTRATION #BELTOHL883L2
PROPERTY OWNER & CONTRACTOR: LOT COVERAGE
>TA1 BELTON HOMES, LLC FOOTPRINT — 1,984 SQ FT
16108 ASH WAY, SUITE 201 COVERAGE 1,984--6,187=32.1%
LYNNWOOD, WA 98087
425-775-8661 BUILDING PLAN — 446—A, GARAGE RIGHT
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SITE ADDRESS:
21918 78th PLACE W.
EDMONDS, WA 98026
S
LEGAL DESCRIPTION:
LOT 1, STONEBRIDGE COURT
ASSESSOR'S PARCEL NUMBERS:
00461000201500, 00461000201600,
00461000201701
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ENGINEERING DIVISION FIRE HYDRANT
APP VrD kAS ' NOTET
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LOVELL— SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036
TELEPHONE: 425.775.1591 LSA FILE NO. 4912 DATE: 8-30-12 DRAWN: JTT
EREW--31�
IMPERVIOUS AREAS
HOUSE/EAVES/PORCH 2,198 SQ FT
DRIVEWAY 485 SQ FT
CONCRETE 211 SQ. FT
TOTAL 2,894 SQ FT
BUILDING HEIGHT CALCULATION
(ORIGINAL GRADE)
A=385.08
8=386.40
C=389.26
D=386.34
1,547.08 � 4 = 386.77 AVE. ELEV.
MAXIMUM HEIGHT = 386.77 + 25=411.77
PROPOSED MAX. ELEVATION= 411.58
LOT 1 INFORMATION
TOTAL LOT AREA —
6,187 SQUARE FEET
A,
SCALE: 1"=20'
0' 5' 10' 20'
AREAS
MAIN FLOOR
UPPER FLOOR
GARAGE
PORCH
WALKWAY
DRIVEWAY
PATIO
1,397 SO. FT.
1,801 SQ. FT.
478 SQ. FT.
71 SQ. FT.
91 SQ. FT.
485 SQ. FT.
120 SQ. FT.
PROJECT BENCH MARK
TOP OF BRASS DISK IN CASE AT THE INTERSEC11ON OF 222nd U
STREET S.W. AND 76th AVENUE W.
7' ,
ELEVA11ON : 374.92 —1 ; 2012
DATUM : CITY OF MOUNTLAKE TERRACE — NGVD 1929 BUILDING IDEPARTMEN-1
SITE BENCH MARK : WILL BE FURNISHED AS CONSTRUCTION IS CITY OF EDMONDS
COMPLETED
-,a\CA\% Vk.., U-�
CONSTRCUTION SEQUENCE
o>,--
1.
ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING
Ld
INSPECTOR (771-0220 EXT.1326) TO SET UP MEETING.
2.
CALL FOR U11LITY LOCATIONS (1-800-424-5555).
0
3.
CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN.
LLJ
4.
FLAG CLEARING LIMITS.
5.
INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO
BMP#C1 21
APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS,
MULCHING EXPOSED-
E1.1, E1.2, E1.3, AND ALL OTHER.MEASURES THAT MAY BE
REQUIRED DURING CONSTRUCTION. INTERCEPTOR SWALE SHALL
SOILS(TYP-)
BE INSTALLED PRIOR TO SITE GRADING/CLEARING.-
6.
CLEAR SITE PER THIS PLAN (DEMO, ROUGH GRADING).
7.
CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA
REQUIREMENTS AND MAINTAIN DUST CONTROL.
8.
INSTALL UTILITIES (SEWER, STORM, WATER, POWER, GAS, ETC.).
9.
FINAL GRADE/PAVE,. MAINTAIN CB PROTECTION.
10.
LANDSCAPE, HYDROSEED AND MULCH ALL EXPOSED AREAS.
DISTURBED AREAS SHALL BE COMPOST -AM ENDED.
11.
REMOVE ESC DEVICES ONCE PERMANENT SITE. STABILIZATION
MEASURES ARE INSTALLED. APPROVAL BY CITY REQUIRED,
CONNECT WAL
PRIOR TO REMOVAL OF ESC DEVICES.
EROSION & SEDIMENT CONTROL (ESC) NOTES,
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE
CONSTRUCTION VEHICLE: ACCESS SHALL BE, WHENEVER PRACTICAL,
LIMITED TO ONE ROUTE.* ACCESS POINTS SHALL BE STABILIZED WITH
QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF
SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A
ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE
END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY
SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED
SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL
BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS:
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE
STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT
LIMITED TO, SOD. HYDROSEEDING, OR OTHER VEGETATION, PLASTIC
COVERING, OR MULCHING. ALL BMPS 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
DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE.THAN SEVEN
DAYS FROM MAY 1 THROUGH SEPTEMBER 30).
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT
PROPERTIES:
ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT
DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS,
SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING. OR BY A
COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS.
4. ESC MINIMUM REQUIREMENT " MAINTENANCE:
ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY
INSPECTED AND MAINTAINED.BY THE OWNER TO ENSURE CONTINUED
PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND
REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL.
5. ESC MINIMUM REQUIREMENT - OTHER BMPS:
AS REQUIRED BY THE CITY.. OTHER APPROPRIATE BMP'S TO MITIGATE
THE EFFECTS. INCREASED RUNOFF SHALL BE APPLIED.'
6. ESC MINIMUM REQUIREMENT 7 UNDERGROUND UTILITY
CONSTRUCTION:
THE CONSTRUCTION OF UNDERGROUND U11LITY LINES SHALL
SPECIFICALLY ADDRESS.THE FOLLOWING:
A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS;
B. THE PLACEMENT.OF EXCAVATED MATERIAL WHERE CONSISTENT.
WITH SAFETY AND SPACE, CONSIDERATIONS. SHALL BE PLACED
ON THE UPHILL SIDE OF TRENCHES;
C., TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO
SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE
MEANS);
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO
HAULING;
E. DAILY CLEANUP AND STREET MAINTENANCE.
STORMWATER CLASSIFICATION WORKSHEET INFORMATION:
UN IN I U
DRYWELL
FTG DRAIN DRYWELL
"24"PERF PVC_____�
", BOTTOMLESS
,ROCK -FILLED
,FABRIC -LINED
-GRATED LID
>_
EPTH PER SOILS ENG.)
ry
1. PERMEABLE PAVEMENT PROPOSED=0.0 SF
2. IMPERVIOUS AREA TABLE (SEE TABLE ON THIS SHEET)
3. TOTAL AREA OF LAND DISTURBING ACTIVITY=6,187±SF
4. EARTHWORK QUANTITY-.
EXCAVATION=197±CY,- FILL=25±CY-, TOTAL=197±CY
5. PROJECT WILL NOT CONVERT 3/4 AC OR MORE OF NATIVE
I VEGETATION TO LAM OR LANDSCAPED AREA
6. WATERSHED=CREEK OR LAKE BASIN=HALLS CREEK
7. PROJECT CLASSIFICATION: SINGLE LOT IN A LARGE SITE PROJECT
IMPFR%Ani Iq ARFA TARI F rnATA FROM ri I
ROOF DRAIN I
T_ Em REM
(2\ Y Iz-
74'L-WALL 37'-4"PVC,
SEE TABLE-W @ 0.81%
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Development C.onsultants
STOCK P I LE.S(� ...... p, V
I 4"iNV=J84.-5.*'--.,' AIR
19217 361th Avenue W.
41 -PT.'-
388 0 AGE
ROOF DLAIN.- - Suite 1061
Lynnwood, WA.,98036
.ROOF DRAIN
-77 _/ . . L.OWSLAB:. phone: (425)775-1591
100'-4"PVC /H 1'.'SLAB
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110
ROOF DRAIN. 45'
B.O.F.=384.0
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LLUUTK 56149PVC W S
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3.86.3
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00 M, SS INV co I
1-:PATIO D IKE & SWALE(TYP.) =383.61, 'UP) 0')
BMP#C220-SD
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CO
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- - - - - - - --- - - - - -0 1 BE COVERED WITHIN 2 CW13
EX. 6"SS )01c'
CONNECT ROOF TRACT 999
AIM T 17V y INV=379.51
0 U F\
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LIJ RT0 - - - - - - - - -
- - - - - - - - - --- - - - - - - - - -
W E
S
SCALE : 1 10,
Imm IMMEMEM
0' 5' 10' 15' 20'
LEGEND
XXX
DESIGN CONTOURS PER PLANS
k�X5- PROPOSED FINISHED CONTOURS
. ....................... . BSBL (BUILDING SETBACK LINE)
TABLE -A
RETAINING WALL DATA: (WALL IS WITHIN BSBL)
(WALL BY SEPARATE PERMIT)
'KEYSTONE COMPAC. UNIT' OR EQUAL
POINT
H1 FG
LOW FG
, HT
O.G
HT ABOVE O.G.
A
388
387
1'
389.7
-1.7"
B
388
386
2'
389.7
-1.7'
C
388
386
2'
388.5
-0.5'
D
388
386
2' '
386.6
+11.4'
E
387
386
1'
386.2
+0.8'
DRAINAGE CONSTRUCTION NOTES
1. FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION
SYSTEM. INDIVIDUAL LOT FOOTING DRAINS SHALL BE TO DRYWELLS
INSTALLED AT TIME OF BUILDING CONSTRUCTION.
2. PIPE MATERIAL:
UNLESS CALLED OUT OTHERWISE ON THIS PLAN, ALL STORM DRAIN
PIPE MATERIAL SHALL BE PER C.O.E. APPROVED MATERIALS LISTS
MM-1, MM-2 & MM-3.
3. INDIVIDUAL LOT FOOTING/WALL DRAINS WILL GO TO INDIVIDUAL
DRYWELLS LOCATED ON EACH LOT.
TYPE
AREA (SQUARE FEET)
NON -REGULATED
0
EXEMPT
REGULATED
REPLACED
0
0
NEW (POST 1977)
+
2,887
TOTAL REGULATED IMPERVIOUS AREA
2,887
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S)
2,887
REGULATED AREA NOT YET MITIGATED
0
AREA'PROPOSED TO . BE MI . TIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
0
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES
0
CERTIFIED EROSION AND SEDIMENT
.CONTROL LEAD (CESCL)
CONTRACTOR SHALL PROVIDE A DOE CERTIFIED CESCL WHO
SHALL BE AVAILABLE AT ALL TIMES.
CONSTRUCTION NOTE
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS
SHALL CONFORM TO THE CITY OF EDMONDS STANDARD
CONSTRUCTION SHALL CONFORM TO THE LATEST CITY
STANDARDS AND SPECIFICATIONS.
GENERAL NOTES
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY
OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND
CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL
CODES, RULES AND REGULATIONS:
- CURRENT INTERNATIONAL BUILDING CODE (IBC)
- 2010 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION
- WASHINGTON STATE DEPARTMENT. OF ECOLOGY STORMWATER.. MANAGEMENT
MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION)
2. CONTRACTOR SHALL RECORD. ALL APPROVED DEVIATIONS FROM THESE PLANS ON A
SET OF "AS -BUILT" DRAWINGS -AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS
ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR
PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL
BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL:APPROVAL OF THE.
BUILDING OCCUPANCY/FINAL PROJECT APPROVAL.
.3. CONTRACTOR SH ALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION
AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE
(1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT
SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF
ANY DISCREPANCIES.
5. CONTRACTOR SHALL OBTAIN A CO PY OF THE GEOTECHNICAL REPORT (WHERE
APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS
THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE
RECOMMENDATIONS OF THIS REPORT.
6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
7. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER
ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC
GRADING AND EROSION CONTROL REQUIREMENTS.
8. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR
APPROVAL.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN
SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING
BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED
IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CA\/1NG
EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF
SHORING AND BRACING, AS REQUIRED.
10. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY
PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS,
STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT
RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN
APPROVAL FROM THE FIRE MARSHAL.
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DRIVEWAY PROFILE
SCALE: H&V=10'
R IES
AUG 27 2012
cn
= .:�SUILDING3*DEPARTIAENT
2
CITY O.F.EDMONDS
CO
z
ENGINEERING DIVISION _j
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UTILITY CONFLICT NOTE
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS
APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS 0
OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND
DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY.
CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO
CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT
ENGINEER IMMEDIATELY.
APPROVED FOR CONSTRUCTION
CITY -OF EDMONDS
DATE:
BY..
CITY BUILDING DEPARTMENT
0
_j
ry
0
0
SCALE
AS SHOWN
DRAWN CHECKED
J0 JPO SHEET
DATE F.B. C2
08-20-12 493, PG.44
PERM #
BLD2012-00577
LSA FILE NO 4912-12
7
00461000200700
JAMES E. PLUTE
C,
14
EX.
BLDG.
(APPROX)
00461000201402
JAMES E. PLUTE
EX.
HOUSE
(APPROX)
FA
CY)
UTILITY EX. CONC. WALK
nt, �FTVINIRR-��' 1
0 10
k
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i 1 d SID
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POLE
SNOHOMISH
COUNTY
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00
TOP=393.04
INV=387.96-8"N/S
R E G E
N C Y
P A
R K
(V 0 L.
2 4,
P G.
8
SPECIAL
CONSTRUCTION
NOTES:
APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE
PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE
LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO
THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED
CONTACT ENGINEER IMMEDIATELY.
2. ADDITIONAL UTILITY EASEMENTS MAY BE REQUIRED SUBJECT TO
EXISTING UTILITY LOCATIONS.
3. COMPACTION TEST REPORTS WILL BE REQUIRED FOR ALL UTILITY
TRENCHES WITHIN THE CITY RIGHT-OF-WAY. SUBGRADE SHALL
BE COMPACTED TO 95% AND COPIES OF TEST REPORTS
PROVIDED TO THE CITY PRIOR TO PAVING.
4. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED
FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. A ROW
PERMIT APPLICATION WITH CONTRACTOR'S SIGNATURE SHALL BE
PROVIDED TO THE CITY.
5. DRIVEWAY GRADES SHALL NOT EXCEED 14%.
6. STREET LIGHTING PLAN AND UNDERGROUND UTILITY PLAN (E.G.
GAS, POWER, ELECTRIC, COMMUNICATIONS) SHALL BE BY OTHERS.
7. INDIVIDUAL LOTS WALL/FOOTING DRAINS SHALL GO TO INDIVIDUAL
DRYWELLS LOCATED ON EACH LOT.
SECTION 30, T.27N., R.4E., W.M.
S TONE13RID GE C OUR T
EX. HOUSE
(APPROX)
SD
�j
_392-
6
00461000200603
YIRGIL & DOINA ZANIDACHE
EX. 10' CITY OF
Pr)kA0K1r)Q QTnPX4 PC4 I
INV=4/b.4/ I
6 CD
BASIS OF BEARINGS
CENTERLINE OF 220th STREET S.W. PER
PLAT OF HADLEY'S ACRES (VOL. 8, PG. 30)
BENCH MARK
TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF
222nd STREET S.W. AND 76th AVENUE W.
ELEVATION : 374.92
DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929
SITE BENCH MARK : NORTH TOP FLANGE BOLT OF FIRE
HYDRANT ON THE NORTH SIDE OF 220th STREET S.W.
ELEVATION : 388.17
LOT IMPERVIOUS AREAS (SF
LOT
HOUSE/EAVES/PORCH
DRIVEWAY
CONCRETE
TOTAL
1
2302
485
211
2998
2
2107
570
263
2940
3
2199
509
274
2982
4
2281
1293
113
3687
5
2107
541
234
2882
6
2107
551
247
2905
7
2281
1280
114
3675
8
2199
509
273
2981
9
2107
570
249
2926
10
2302
488
213
3003
TRACTS 998/999(ALLOWANCE) 384
31,363
e-mail: info@lsaengineering.com
web: Isaengineering.com
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C5 WATER AND SANITARY SEWER PLAN & PROFILE ZONING ry 0
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C6 CITY OF EDMONDS El, E2 & E4 DETAILS RS-8 (NO CHANGE) 0
C7 CITY OF EDMONDS E6 & E7 DETAILS 7p
ASSESSOR'S TAX
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0 (j)
C9 TRAFFIC CONTROL PLAN 00461000201500 0 <
C10 SIGNING, STRIPING & MONUMENTATION PLAN 00461000201600 CL 7-
00461000201701 0
C11 STORM DRAINAGE PLAN Q) 0
SITE ADDRESSES (j
LANDSCAPE PLAN 7723 220TH STREET S.W. Ljj
L-1 SITE PLAN EDMONDS, WASHINGTON 98026 > ry
7807 220TH STREET S.W. LjJ 0 Li
L-2 DETAILS 0 LL_ 0
98026 D
EDMONDS, WASHINGTON f_ I I
STRUCTURAL PLAN Li 00
TOP=384.53 4 kSEPARATE PLAN SET) Lij >_
INV=380.92-24"N CD S-1 STRUCTURAL NOTES & TYPICAL DETAILS V)
INV=380.58-24"SW 1 15 0 _1\
EWEN
i � I
77th PLACE W.
00461000200403
DAE WOONG & SOON CHA KIM
and YOON C. KIM
00461000200502 EX. 15' CITY OF
EDMONDS SEWER
BRYAN L. BRISCOE EASEMENT (A.F. NO.
EX. HOUSE 7610140147)
(APPROX)#21820
S.S . M.H.
TOP=390.40
INV=385.68
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0
8.1 SAN. SEWER
Ss-
-EX. 10 1 CITY OF
EDMONDS SEWER
EASEMENT (A.F. NO.
7610260214)
VICINITY MAP
(NO SCALE)
ENGINEER/SURVEYOR
CONTACT. JERRY OCONNELL
LOVELL-SAUERLAND & ASSOCIATES, INC.
19217-36TH AVENUE W., SUITE 106
LYNNWOOD, WASHINGTON 98036
196TH ST
S.R. 5�FA_
WDo//v Wy
00
220TH ST SW
00
_j
(APPROVED HAUL ROUTE (TYP.)= mmmmmmmm
PROJECT CONTACTS
N16TE: LANDSCAPE
'ELEMENTS AND UTILITIES
SHALL NOT CONFLICT WITH
A_-Ct1Y OF EDMONDS' GEOTECHNICAL ENGINEER
ITTORM DRAINAGE
CONTACT: RAY COGLAS
,\F\\EASEMENT. EARTH SOLUTIONS NW, LLC
PROPOSED 10' 1805 - 136TH PL NE, #201
PRIVATE STORM 17 BELLEVUE, WASHINGTON 98005
\,\E'MENT ON PHONE: 425-449-4704
LGTS 7-10 00461000201702
JAMES E PLUTE
STRUCTURAL ENGINEER
5' SIDEWALK PER CONTACT- DAN KOSNIK
T C. O.E.#E-2.13; TYPE 'A! SITE STRUCTURES, A DIVISION OF
17 KOSNIK ENGINEERING PC
CURB/GUTTER PER 10511 19TH AVE SE, SUITE C
N C.O.E.#E-2.8 SEE SHT C6. EVERETT, WA 98208
I PHONE 4255-75-7-0600
EMAIL: dan@kosnik.com
APPLICANT/DEVELOPER
CONTACT: LOREE QUADE
PHOENIX DEVELOPMENT, LLC
16108 ASH WAY, SUITE 201
LYNNWOOD, WASHINGTON 98087
PHONE: 425-275-5306
OWNERS
THE CHESTER GEORGE POLZIN
REVOCABLE LIVING TRUST,
DATED MAY 22, 1997,
PAUL E. POLZIN, SUCCESSOR TRUSTEE,
VIVIAN E. SWAIN, PAUL E. POLZIN,
GLEN R. POLZIN & WALTER H. POLZIN
23306 ROBIN HOOD LANE
EDMONDS, WASHINGTON 98020
PHONE: 425-778-1771
LANDSCAPE ARCHITECT
WB/LA LANDSCAPE ARCHITECTS
16630 30TH DR. SE.
BOTHELL, WASHINGTON 98012
PHONE: 425-417-4609
STORMWATER
CITY OF EDMONDS
1 14 %-/ I L_ -1 N Z) /A INI 1 /A M T Z-) r- VV IN & W A I t N
1. OFFSITE TOPOGRAPHY APPROXIMATED FROM CITY OF EDMONDS
PUBLIC RECORDS. W E ELECTRICITY
2. TRACTS 997, 998 & 999 WILL BE OWNED AND P.U.D. NO. 1 OF SNOHOMISH COUNTY
MAINTAINED BY THEDSTONEBRIDGE COURT
HOMEOWNER'S ASS6C1ATION. S TELEPHONE
3. ALL IMPROVEMENTS AS SHOWN ON THESE SCALE : V=30' FRONTIER
PLANS, EXCEPT THE CONSTRUCTION OF THE
SINGLE FAMILY RESIDENCES, SHALL BE POLICE PROTECTION
CONSTRUCTED AS A CONDITION OF PLAT mum
APPROVAL. of 15' 30' 45' 60' CITY OF EDMONDS
4. 220TH STREET SW IMPROVEMENTS: FIRE PROTECTION
'-- REMOVE EXISTING DRIVEWAY CUTS(2), INSTALL CIML SHEET INDEX FIRE DISTRICT 1
REPLACE CURP, GUTTER,j C1 ROAD AND SITE DEVELOPMENT PLAN GAS
QUI TH 0 W
RftrAk'Z
REPL c.O.E.#E-11 ; E A! C2 EXISTING CONDITIONS & DEMOLITION PUGETSOUNDENERGY
U) I — U)
S-2 LID & FOUNDATION PLAN - WALL SECTIONS ., 0 —
LEGAL DESCRIPTION
< 0
LOTS 15, 16 AND THE WEST 10.47 FEET OF LOT 17, BLOCK 2, HADLEY'S ACRES, ACCORDING TO THE PLAT Li
THEREOF, RECORDED IN VOLUME 8 OF PLATS, PAGE 30, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. :;7 0
Q)
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. <
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. It
ry (n
IMPERVIOUS AREAS
LOTS (HOUSE+DWY+ CONCRETE = 31,363 SF
ROAD RIGHT OF WAY = 13,939 SF
TOTAL = 45,302 SF(1.04AC)
TYPE
AREA (SQUARE FEET)
NON -REGULATED
0
,/ �� �/ 1/,// "1 " /.,/ / / ", .1 ..,
EXEMPT
REGULATED
REPLACED
0
0
NEW (POST 1977)
+
45,302
TOTAL REGULATED IMPERVIOUS AREA
45,302
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S)
0
REGULATED AREA NOT YET MITIGATED
45,302
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
0
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES
45,302
NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL
OF THE SINGLE FAMILY RESIDENCES AND ASSOCIATED SETBACKS. A
SEPARATE BUILDING PERMIT IS REQUIRED FOR REVIEW AND APPROVAL
OF THE SINGLE FAMILY RESIDENCES.
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MTND,OR,WA)
APPROVED FOR CONSMUC"nON
C1W OF EDMONDS
DATE:
BY:
CITY ENGINEERING DIVISION
N
Li
co
'JUL 16
DEVELOPiv,,*�_ T`� -,9ViCF_-330TR.
01W OF ED.,MONIO�,-
SCALE AS SHOWN
DRAWN
JO
CHECKED
JPO
SHEET
C 1
DATE
11-28-11
F.B.
493, P.44
CITY FILE NO.
LSA FILE NO. 49121OF
W_
01
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IR
L0
7:
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C14
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00461000200700
JAMES E. PLUTE
C)
00,
EX.
BLDG.
(APPROX)
00461000201402
JAMES E. PLUTE
EX.
HOUSE
(APPROX)
EX, CONC. WALK
UTILITY
so
SD- 1�"SD
SS-
-0-UTILITY
— . --EDV0IqDb
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777�n, q,
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00
TOP=,393.04
INV=387.96-8"N/S
R E G E
N C Y
P A
R K
(V 0 L.
2 4,
P G.
8
SPECIAL
CONSTRUCTION
NOTES:
A _f
�E'6i�'ER SHOULD CONTACT THE
PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE
LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO
THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED
CONTACT ENGINEER IMMEDIATELY.
2. ADDITIONAL UTILITY EASEMENTS MAY BE REQUIRED SUBJECT TO
EXISTING UTILITY LOCATIONS.
3. COMPACTION TEST REPORTS WILL BE REQUIRED FOR ALL UTILITY
TRENCHES WITHIN THE CITY RIGHT—OF—WAY. SUBGRADE SHALL
BE COMPACTED TO 95% AND COPIES OF TEST REPORTS
PROVIDED TO THE CITY PRIOR TO PAVING.
4. A SEPARATE RIGHT—OF—WAY CONSTRUCTION PERMIT IS REQUIRED
FOR ALL WORK WITHIN THE CITY RIGHT—OF—WAY. A ROW
PERMIT APPLICATION WITH CONTRACTOR'S SIGNATURE SHALL BE
PROVIDED TO THE CITY.
5. DRIVEWAY GRADES SHALL NOT EXCEED 14%.
6. STREET LIGHTING PLAN AND UNDERGROUND UTILITY PLAN (E.G
GAS, POWER, ELECTRIC, COMMUNICATIONS) SHALL BE BY OTHERS.
7. INDIVIDUAL LOTS WALL/FOOTING DRAINS SHALL GO TO INDIVIDUAL
DRYWELLS LOCATED ON EACH LOT.
SECTION 30, T.27N., R.4E., W.M.
S TONE13R-.ID GE COUR T PRD
EX. HOUSE
(APPROX)
SD
6
00461000200603
YIRGIL & DOINA ZANIDACHE
EX. 10' CITY OF
FnkAnNinq qTOPKA
6 CD
BASIS OF BEARINGS
CENTERLINE OF 220th STREET S.W. PER
PLAT OF HADLEY'S ACRES (VOL. 8, PG. 30)
BENCH MARK
TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF
222nd STREET S.W. AND 76th AVENUE W.
ELEVATION : 374.92
DATUM : CITY OF MOUNTLAKE TERRACE — NGVD 1929
SITE BENCH MARK : NORTH TOP FLANGE BOLT OF FIRE
HYDRANT ON THE NORTH SIDE OF 220th STREET S.W.
ELEVATION : 388.17
LOT IMPERVIOUS AREAS (SF
LOT
HOUSE/EAVES/PORCH
DRIVEWAY
CONCRETE
TOTAL
1
2302
485
211
2998
2
2107
570
263
2940
3
2199
509
274
2982
4
2281
1293
113
3687
5
2107
541
234
2882
6
2107
551
247
2905
7
2281
1280
114
3675
8
2199
509
273
2981
9
2107
570
249
2926
10
2302
488
213
3003
TRACTS 998/999(ALLOWANCE) 384
31,363
00461000200403
77th PLACE W. DAE WOONG & SOON CHA KIM
and YOON C. KIM
EX. 15' CITY OF
00461000200502 EDMONDS SEWER
BRYAN L. BRISCOE EASEMENT (A.F. NO.
EX. HOUSE 7610140147)
(APPROX)#21820
PUGETDR
<z
CASPERS
ST
z
/?//,/M
0
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CL
A I N S T
<
2
196TH ST
S.R. 52
&0 WO
00v W
< < <
LO
00 00
c :::IV
220TH ST SW
8" SAN. SEWER
SS-
- — — — — — — — — — — — — — — — — — -- — -
M. &H.
EX. 10' CITY OF
\\1, TOP=390.40 EDMONDS SEWER
INV=385.68 EASEMENT (A.F. NO.
7610260214)
C,\,-.
<v
VIUI I IT MAt-'
(NO SCALE)
D S1 TE _j
(APPROVED HAUL ROUTE (TYP.)= mmmmmmmm
PROJECT CONTACTS
ENGINEER/SURVEYOR APPLICANT/DEVELOPER
CONTACT: JERRY OCONNELL CONTACT: LOREE QUADE
LOVELL— SAUERLAND & ASSOCIATES, INC. PHOENIX DEVELOPMENT, LLC
19217-36TH AVENUE W., SUITE 106 16108 ASH WAY, SUITE 201
LYNNWOOD, WASHINGTON 98036 LYNNWOOD, WASHINGTON 98087
PHONE: 425-775-1591 PHONE: 425-275-5306
r__�,_,NOTE: LANDSCAPE
'ELEMENTS AND UTILITIES
S14ALL NOT CONFLICT WITH GEOTECHNICAL ENGINEER OWNERS
ifit"CIV OF EDMONDS'
,Z- ��TORM DRAINAGE
CONTACT: RAY COGLAS
THE CHESTER GEORGE POLZIN
,\V\\EASEMENT.
EARTH SOLUTIONS NW, LLC
REVOCABLE LIVING TRUST,
PROPOSED 10'
1805 — 136TH PL NE, #201
DATED MAY 22, 1997,
PRIVATE STORM 17
BELLEVUE, WASHINGTON 98005
PAUL E. POLZIN, SUCCESSOR TRUSTEE,
\\E'MENT ON
PHONE: 425-449-4704
VIVIAN E. SWAIN, PAUL E. POLZIN,
LOTS 7-10 00461000201702
GLEN R. POLZIN & WALTER H. POLZIN
JAMES E. PLUTE
23306 ROBIN HOOD LANE
EDMONDS, WASHINGTON 98020
PHONE: 425-778-1771
STRUCTURAL ENGINEER
LANDSCAPE ARCHITECT
5' SIDEWALK PER
CONTACT: DAN KOSNIK
WB/LA LANDSCAPE ARCHITECTS
C.O.E.#E-2.13; TYPE 'A�
SITE STRUCTURES, A DIVISION OF
16630 30TH DR. SE.
CURB/GUTTER PER
KOSNIK ENGINEERING PC
BOTHELL, WASHINGTON 98012
C.O.E.#E-2.8 SEE SHT C6.
10511 19TH AVE SE, SUITE C
PHONE: 425-417-4609
EVERETT, WA 98208
PHONE: 425-357-9600
STORMWATER
EMAIL: dan@kosnik.com
CITY OF EDMONDS
NOTES
N
SANITARY SEWER & WATER
1. OFFSITE TOPOGRAPHY APPROXIMATED FROM CITY OF EDMONDS
PUBLIC RECORDS. W ELECTRICITY
2. TRACTS 997, 998 & 999 WILL BE OWNED AND P.U.D. NO. 1 OF SNOHOMISH COUNTY
MAINTAINED BY THEDSTONEBRIDGE COURT
HOMEOWNER'S ASS6_CTIATION. S TELEPHONE
3. ALL IMPROVEMENTS AS SHOWN ON THESE SCALE : V=30' FRONTIER
PLANS, EXCEPT THE CONSTRUCTION OF THE
SINGLE FAMILY RESIDENCES, SHALL BE 1 111111 Elm offilEffimm POLICE PROTECTION
CONSTRUCTED AS A CONDITION OF PLAT im Em MEN
APPROVAL. 01 15' 30' .45' 60' CITY OF EDMONDS
4. 220TH STREET SW IMPROVEMENTS: FIRE PROTECTION
REMOVE EXISTING DRIVEWAY CUTS(2), INSTALL ChAL SHEET INDEX FIRE DISTRICT 1
-RLAT ENTRANCE, AND REPLACE CURB, GUTTER,
AND —SIDEWALK AS REQUIR6p C1 ROAD AND SITE DEVELOPMENT PLAN GAS
ENGINEER. (MINIMUM REPLf tN PUGET SOUND ENERGY
C2 EXISTING CONDITIONS & DEMOLITION
ON THESE PLANS) a TvPr A'
EX. C. B.
- 0
CURB/GUTTER PER
C3 CLEARING, GRADING AND SWPPP
I up = 69,5.9 6
INV=381.89 8"W
C.O.E.#E-2.8 SEE SH
C6.
C4 ROAD & STORM PROFILE AND SITE DETAILS
TER
C5 WATER AND SANITARY SEWER PLAN & PROFILE
6"Cl W
pp
C6 CITY OF EDMONDS El, E2 & E4 DETAILS
-7Tr 771
W1
2"G_
C7 CITY OF EDMONDS E6 & E7 DETAILS
C8 WSDOT DETAILS
C9 TRAFFIC CONTROL PLAN
C10 SIGNING, STRIPING & MONUMENTATION PLAN
C11 STORM DRAINAGE PLAN
W ILITY
DAI
LANDSCAPE PLAN
...........
�,!� i"', 11
-�
H.
70P=.384.037
L-1 SITE PLAN
INV=381.89-19"W
L-2 DETAILS
STRUCTURAL PLAN
TOP=384.53 I 1�> �Z>tJ-/AMf\Ir_ rLAN Z>r_l)
INV=380.92-24"N S-1 STRUCTURAL NOTES & TYPICAL DETAILS
INV=,380.58-24"SW C) �1_ S-2 LID & FOUNDATION PLAN - WALL SECTIONS
LEGAL DESCRIPTION
LOTS 15, 16 AND THE WEST 10.47 FEET OF LOT 17, BLOCK 2, HADLEY'S ACRES, ACCORDING TO THE PLAT
THEREOF, RECORDED IN VOLUME 8 OF PLATS, PAGE 30, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
IMPERVIOUS AREAS
LOTS (HOU SE+DWY+ CONCRETE = 31,363 SF
ROAD RIGHT OF WAY = 13,939 SF
TOTAL = 45,302 SF(1.04AC)
TYPE
AREA (SQUARE FEET)
NON —REGULATED
0
EX MPT
REGULATED
REPLACED
0
0
NEW (POST 1977)
+
45,302
TOTAL REGULATED IMPERVIOUS AREA
45,302
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S)
0
REGULATED AREA NOT YET MITIGATED
45,302
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
0
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES
45,302
e—mail: info@lsaengineering.com
web: Isaengineering.com
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ASSESSOR'S TAX
PARCEL NUMBERS LJJ
00461000201500 ::E
00461000201600 n
00461000201701 0
SI TE L ADDRESSES
7723 220TH STREET S.W.
EDMONDS, WASHINGTON 98026 >
7807 220TH STREET S.W. 0
EDMONDS, WASHINGTON 98026 c)
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0
171-1 C0
NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL
OF THE SINGLE FAMILY RESIDENCES AND ASSOCIATED SETBACKS. A
SEPARATE BUILDING PERMIT IS REQUIRED FOR REVIEW AND APPROVAL
OF THE SINGLE FAMILY RESIDENCES.
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY:
CITY ENGINEERING DIVISION
Li
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C;11Y Or
SCA1E AS SHOWN
DRAWN' CHECKED
J0 JPO SHEET
DATE F.B.
11-28-11 1 493, P.44
C 1
CITY FILE NO.
LSA FILE NO. 4912 OF
2
7
7
00461000200700
JAMES E. PLUTE
CD
0 0
G
00,
PHONE: 425-775-1591
TE: LANDSCAPE
TIES
1464-B \E1 EMENTS AND UTILI
TH
,I) W�'yj HALL N T CONFLICT Wl
5KALL N
464 -C - GEOTECHNICAL ENGINEER
jj#� 4W OF EDMONDS
��NTORM DRAINAGE CONTACT- RAY COGLAS
10 EASEMENT.
lot 8 12 EARTH SOLUTIONS NW, LLC
se=386.00 1805 - 136TH PL NE, #201
PROPOSED 10'
avg. eg=386.65 BELLEVUE, WASHINGTON 98005
\ PRIVATE STORM 17
\1 -4 PHONE: 425-449-4704
14 1 t -,E'MENT ON
L -&T� -10 00461000201702
S 7
EX. at 3 JAMES E. PLUTE
i il I /-/se=391.5 P�oPOSED 10' -
BLDG. I eg=392.0 (LITY E'MENT(TYP.
(APPROX)
STRUCTURAL ENGINEER
SECTION 30, T.27N., R.4E., W.M. /_1
<z 4# PZUGETDR
CASPERS
S TONEBRID GE CO UR T PRD Vol z
ST
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<
00461000200403 00 0) [L
77th PLAC <
____JF_ E W- _j DAE WOONG Sc SOON CHA KIM MAIN ST M
ana TUUN U. KIM
------- EX. 15' CITY OF
6 00461000200502 EDMONDS SEWER 0 (n
BRYAN L. BRISCOE EASEMENT (A.F. NO.
00461000200603 EX. HOUSE 7610140147) 0�
EX. HOUSE YIRGIL & DOINA ZANIDACHE (APPROX)#21820 <
(APPROX) a
P I " 7� <
EX. 10' CITY OF
EDMONDS STORM SEWER C4
EASEMENT (A.F. NO..
7610260213) 0
INV-387.66(18
8" SAN. SEWE�,
r-'V - - - - - - - - - --
-4 11 1 - - - - - - - - - - - - -
0' 90 q
r PROPOSED 10'
S. S. M. H.
CITY DRAIN. N' EX. 10' CITY OF
PATIO
---- -------- TOP=390.40 EDMONDS SEWER
EASEMENT (A.F. NO.
lot 7
im lot 4 lot 5 se=387.50 INV=385.68 7610260214)
C-4 se=390 00 avg. eg=388.56
Im se=392.00
In lot 6 �PROPOSED 3'
avg. eg=393.17/ avg. eg-=390.77 \\se=38&dO oC� VICINITY MAP
PRIVATE DRAIN
L E'MENT ON LOT 6 (NO SCALE)
FO
PORCH
COVERED
ICOVERED PORCH
d\_
472 A
Co . . . ... 4&7,7 B
OR �W-.�.--.....�;.'-\': '.I. .' . . r .
w6y'.
A N ' * ' i� .[ 'I
467- MW POR
ER/SURV
14-
ENGINE EYOR
$ 4 jj'
x,
- - - - - - - CONTACT: JERRY OCONNELL
3D
TR LOVELL-SAUERLAND & ASSOCIATES, INC.
19217-36TH AVENUE W., SUITE 106
3 GE
LYNNWOOD WASHINGTON 98036
196TH ST
S.R. 52
208TH/ST.
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0 0/,/V 212TH7ffT.jF S.W.
//V
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00A _1111111 L
220TH ST SW
41
I SITE _j
iD(APPROVED HAUL ROUTE (TYP.)=
PROJECT CONTACTS
APPLICANT/DEVELOPER
CONTACT: LOREE QUADE
PHOENIX DEVELOPMENT, LLC
16108 ASH WAY, SUITE 201
LYNNWOOD, WASHINGTON 98087
PHONE: 425-275-5306
OWNERS
THE CHESTER GEORGE POLZIN
REVOCABLE LIVING TRUST,
DATED MAY 22, 1997,
PAUL E. POLZIN, SUCCESSOR TRUSTEE,
VIVIAN E. SWAIN, PAUL E. POLZIN,
GLEN R. POLZIN & WALTER H. POLZIN
23306 ROBIN HOOD LANE
EDMONDS, WASHINGTON 98020
PHONE: 425-778-1771
LANDSCAPE ARCHITECT
00461000201402 - - - - - - 3 91 Ou
472-A CONTACT. DAN KOSNIK
JAMES E. PLUTE 5' SIDEWALK PER WBAA LANDSCAPE ARCHITECTS
F-ADVIDUAL
O.E.#E-2-13; 'ME IA� SITE STRUCTURES, A DIVISION OF 16630 30TH DR. SE.
C
DRI -k� -48'TYPE-2 KOSNIK ENGINEERING PC
A WSD)T #F-80-10- T
04'� 2' 11�� CB#BP2 CURB/GUTTER PER BOTHELL, WASHINGTON 98012
10511 19TH AVE SE, SUITE C PHONE: 425-417-4609
C.O.E.#E-2.8 SEL SHT C6.
_j IN, EVERETT, WA 98208
L
4 PHONE: 425-357-9600
�10 STORMWATER
STRE lot 9 i4i EMAIL: dan@kosnik.com
EX. lot 2 1 S D I TED se=384.00 1 CITY OF EDMONDS
OUSE
se=389.00 CA N eg=384.70
(APPROX) B �S (I _j
H 4 E E CITY)avg. NOTES N SANITARY SEWER & WATER
89.54 tZ I N -
aA/g. eg=389.54
I L12 AY E'MENT(TYP.)
j"j y ____�5' PUBUC0
X_
g-jua. M X.)
f =3 .8
fg ht-2
y
(WA
gNi(RUCTE
C 'D
M -
0 WTH PLAT
'0 IMPROVEMENTS) I t 1
se=385.80
avg. eg=386.77,,/
'Dt
COVD
PORCH
J11 �IPE
_TEN119N
NIFOLD
DETE)471pj'Mj3jM-
0 -1 ' l��
SUEZ-
®R
4E
A S MH'L1
EX. CONC. WALK
6"CI W
UTILITY
P OLE
"CON[CRE CURB
E EX. D
W
2 G
V) RE
G 25'R(TYP.)
5! SIDEWALK PER . iE
"_�X.
10
C.O.E.#E-2.13; TO
SIDE SEWER
SD
I 8"SD
MUTTER-PE41-
C.O.E.#E-2.8 SETSHT C
*8" SEWER
SD_
SAN. SS
SS- -
I
"bb-
D
ONCRETE
CURB
zzz ZZ_/
Y
-0-UTILITY
W POL
POLE
. ... ...
=T' A r"==1 SNOHOMISH COUNTY
TYPE 'A' ADA RAMP
_-j C. B.
00
WSDOT
PER WSOT #F-40.15-01 ON S.S.I.H.
IIOP=393.04
INV=387.96-8"N/S
SHT C8. TOP=�85.55
INV=478.47
R E G E N C Y P A R
K
6
(V 0 L. 2 4, P G.
8
SPECIAL CONSTRUCTION NOTES:
BASIS OF BEARINGS
1.
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS
APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE
CENTERLINE OF 220th STREET S.W. PER
PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE
PLAT OF HADLEY'S ACRES (VOL. 8, PG. 30)
LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO
THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS
BENCH MARK
PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED
CONTACT ENGINEER IMMEDIATELY.
TOP OF BRASS DISK IN CASE AT THE INTERSECTION
OF
222nd STREET S.W. AND 76th AVENUE W.
2.
ADDITIONAL UTILITY EASEMENTS MAY BE REQUIRED SUBJECT TO
EXISTING UTILITY LOCATIONS.
ELEVATION : 374.92
3.
COMPACTION TEST REPORTS WILL BE REQUIRED FOR ALL UTILITY
DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929
TRENCHES WITHIN THE CITY RIGHT-OF-WAY. SUBGRAIDE SHALL
BE COMPACTED TO 95% AND COPIES OF TEST REPORTS
SITE BENCH MARK : NORTH TOP FLANGE BOLT
OF FIRE
PROVIDED TO THE CITY PRIOR TO PAVING.
HYDRANT ON THE NORTH SIDE OF 220th STREET
S.W.
4.
A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED
ELEVATION : 388.17
FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. A ROW
PERMIT APPLICATION WITH CONTRACTOR'S SIGNATURE SHALL BE
PROVIDED TO THE CITY.
LOT IMPERVIOUS AREAS (SF)
5.
DRIVEWAY GRADES SHALL NOT EXCEED 14%.
LOT HOUSE/EAVES/PORC.d DRIVEWAY CONCRETE
TOTAL
6.
STREET LIGHTING PLAN AND UNDERGROUND UTILITY PLAN (E.G.
1 2302 485 211
2998
GAS, POWER, ELECTRIC, COMMUNICATIONS) SHALL BE BY OTHERS.
2 2107 570 263
2940
3 2199 509 274
2982
7.
INDIVIDUAL LOTS WALL/FOOTING DRAINS SHALL GO TO INDIVIDUAL
4 2281 1293 113
3687
DRYWELLS LOCATED ON EACH LOT.
5 2107 541 234
2882
6 2107 551 247
2905
7 2281 1280 114
3675
8 2199 509 273
2981
9 2107 570 249
2926
10 2302 488 213
3003
TRACTS 998/999(ALLOWANCE)
384
31,363
L
...... 446-B
NOTE: 2+18 PUD/PSE
C . _j INT
_TRENCH XING UNE
9 M & OVER SEWER
STOR
VERT. 0
B ' lot 1
C R se=382.80
ovg. eg=383.831 ------- if
- - - - - - - - - - - - - - - - 17 - - -
CLITSTIM
A 0 :: 7 -- -_, -- -- 7 3 WE
I P-IN I y
WC 9
R� NTI E
T T N 0 PA E
B A E M P�R
S
- ----------------
1 . OFFSITE TOPOGRAPHY APPROXIMATED FROM
CITY OF EDMONDS
PUBLIC RECORDS.
ELECTRICITY
2. TRACTS 997, 998 & 999 WILL BE OWNED AND
W E
P.U.D. NO. 1 OF SNOHOMISH COUNTY
MAINTAINED BY THIMSTONEBRIDGE COURT
HOMEOWNER'S ASSOCIATION.
TELEPHONE
S
3. ALL IMPROVEMENTS AS SHOWN ON THESE
SCALE : 1 "=30'
FRONTIER
PLANS, EXCEPT THE CONSTRUCTION OF THE
SINGLE FAMILY RESIDENCES, SHALL BE
POLICE. PROTECTION
CONSTRUCTED AS A CONDITION OF PLAT
I M ISM mmumomm
EM EM MEM
APPROVAL.
0' 15' 30' 45' 60'
CITY OF EDMONDS
FIRE PROTECTION
4. 220TH STREET SW IMPROVEMENTS:
REMOVE EXISTING DRIVEWAY CUTS(2), INSTALL
MAIL SHEET INDEX
FIRE DISTRICT 1
-PLAT ENTRANCE, AND REPLACE CURB, GUTTER, I
AN`DSIDEWALK AS REQUI Cl
C1
ROAD AND SITE DEVELOPMENT PLAN GAS
ENGINEER. (MINIMUM REPL N W
C2
EXISTING CONDITIONS & DEMOLITION
PUGET SOUND ENERGY
ON THESE PLANS) C.O.E.#E-2.13; TYPE A'
TOP=3E9-X3'.�JCb." CURB/GUTTIER PER
C3
CLEARING, GRADING AND SWPPP
INV=381.89-8"W C.O.E.#E-2.8 SEE SH C6.
C4
ROAD & STORM PROFILE AND SITE
DETAILS
-WATER
����6"Cl �W
C5
WATER AND SANITARY SEWER PLAN
& PROFILE ZONING
4')-- PP
W12 I
CIS
CITY OF EDMONDS El, E2 & E4 DETAILS RS-8 (NO CHANGE)
2"G
W W
16 G - ------ _______384-E-Y-AQ__ C7 CITY OF EDMONDS E6 & E7 DETAILS ASSESSOR'S TAX
- c§1 220th ST S.W. PVMT C8 WSDOT DETAILS PARCEL NUMBERS
4-
C9 TRAFFIC CONTROL PLAN 00461000201500
0
8" SAN. SEWER EX. SIDE SEWER 00461000201600
SS SS C10 SIGNING, STRIPING & MONUMENTATION PLAN 00461000201701
7 C11 STORM DRAINAGE PLAN CIT AnMD CCE'C
V IN 380. 4-8"W ILITY
W POLI
LANDSCAPE
PLAN
W- WV
S.S M H .
L-1 SITE PLAN
C' C. B.
TOP=384.72
OP=384.03-
INV=381.89-8"W
L-2 DETAILS
INV=,380.80-18"S
STRUCTURAL
PLAN
C. B.
M. H.
TOP=384.53
r
4
(SEPARATE PLAN
SET)
INV=380.92-24"N
INV=,380.58-24"SW
C) Q�
S-1 STRUCTURAL NOTES & TYPICAL DETAILS
S-2 LID & FOUNDATION
PLAN - WALL SECTIONS
LEGAL DESCRIPTION
LOTS 15, 16 AND THE WEST 10.47 FEET OF LOT 17, BLOCK 2, HADLEY'S ACRES,
ACCORDING TO THE PLAT
THEREOF, RECORDED IN VOLUME 8 OF PLATS, PAGE 30, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
IMPERVIOUS AREAS
LOTS (HOUSE+DWY+ CONCRETE = 31,363 SF
ROAD RIGHT OF WAY = 13,939 SF
TOTAL = 45,302 SF(l.04AC)
TYPE
AREA (SQUARE FEET)
NON -REGULATED
0
EXEMPT
REGULATED
REPLACED
0
0
NEW (POST 1977)
+
45,302
TOTAL REGULATED IMPERVIOUS AREA
45,302
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S)
0
REGULATED AREA NOT YET MITIGATED
45,302
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
0
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES
45,302
7723 220TH STREET S.W.
EDMONDS, WASHINGTON 98026
7807 220TH STREET S.W.
EDMONDS, WASHINGTON 98026
NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL
OF THE SINGLE FAMILY RESIDENCES AND ASSOCIATED SETBACKS. A
SEPARATE BUILDING PERMIT IS REQUIRED FOR REVIEW AND APPROVAL
OF THE SINGLE FAMILY RESIDENCES.
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MTND,OR,WA)
APPROVED FOR CONSTRUC'nON
C1W OF EDMONDS
DATE:
BY:
CITY ENGINEERING DIVISION
OEM
M M
Lovell-
Sauerland
&
Associates, Inc.
Engineers/Surveyors/Planners
Development Consultants
19217 36th Avenue W.
Suite 106
Lynnwood, WA 98036
phone: (425)775-1591
e-mail: info@Isaengineering.com
web: Isaengineering.com
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OF
DATE
11-28-11
F.B.
493, P.44
CITY FILE NO.
LSA FILE NO 4912