21810 86TH PL W.PDFiiiiiiiiiiii
8178
21810 86TH PL W
Certificate of Occupancy
Building Division
'Ile. IV"
This certificate is issued in accordance with the requirements of Section I I I of the 2012 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: 21810 86TH PL W, EDMONDS Permit No: BLD20141213
Construction Type: VB Parcel No: 01144700000100
Owner: ECHELBARGER INVESTMENTS LLC Occupancy Group: R-3/U
4001 198TH ST SW
LYNNWOOD, WA 98036-6731
B 0iing Official
POST IN A CONSPICUOUS PLACE
11/24/2015
Date Issued
i
----------�---7
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SHAW LANE LOT 1
Edmonds, WA 98026
EASEMENT #1 TO'
BENEFIT LOTS 2 3.
In
PRIVATE STORM WATER
BENEFIT ECHE
SHAW LANE A.
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r Front
Sidest-/5 37-75-
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N 89*:32'13" -W
202.85'
218th STREET S.W.
SD— — SD— — SD
SID
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N 89*32'13" W
86.00' 30.-00'
— — — — — — — — — — — — — —
PRIVATE STORM WATER
DETENTION EASEMENT TO 10' PRIVATE WATER�Fll
BENEFIT ECHELBARGER'S EASEMENT #1 TO
SHAW LME HOA, BENEFIT LOTS 2 & 3. 10' PRIVAIT
BENEFIT LO
SEE DETAIL
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BUILDING SE713ACK
AT EASEMENT
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BUILDING SEE DE�All.
HEIGHT Lai
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9,976 SF /"3W8 S. F
10 COVERED. -
PORCH 54
'0 50 S.F. 6 0
lco� - e25. 0
0 1 1 PROPOSED RESIDENCE I
C? 1 04 MF-90.77 2.00 z
I MAX HEIGHT - 114.60 1-
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BUILDING SETBACK
AT EASEMENT c5 STOOP
(10.) -:--16 S.F.
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7z �-D-88.44 39.00' C-91.04- 4 LOT 6, SEE
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N 89'32'13" W 7.5' BUILDING
SETBACK LINE COM. BOX--i
10' PUBLIC
10' PRIVATE DRAINAGE U TILI TY
EASEMENT #1 TO EASEMENT
BENEFIT LOTS 1. 2 & .3,
10' PRIVATE
13ENEFIT LO
SEE DETAIL
ENGINEERING DIVISION
AP,'TcwEv AS NOT D
STREET FILE
Datell
BUILDING HEIGHT CALCULATION IMPERVIOUS AREAS SITE PLAN INFORMATION-
A=89.39 ROOF 2,341 SQ. FT. 74
B=90.60 DRIVEWAY 541 SQ. FT. PROPERTY OWNER & CONTRACTOR:
C-91.04 PATIO 110 SQ. FT.
D=813.44 WALK 38 SQ. FT. ECHELBARGER INVESTMENTS, LLC
359.47 + 4 - 89.86 AVE. ELEV. STOOP 16 SO, FT, 4001 198TH STREET S.W.
TOTAL 3,046 SQ. FT. LYNNWOOD, WA 98036
MAXIMUM HEIGHT = 89.86 + 25 =114.86 425-673-1100
PROPOSED MAX. ELEVATION=114.60 MITIGATED 3,046 S.F. REGISTRATION NO. ECHEUL90506
IMPERVIIOUS AREA
PROJECT BENCH MARK SITE ADDRESS:
TOP OF CONCRETE MONUMENT IN 21810 86th PLACE W.
CASING AT THE INTERSECTION OF 86th AREAS EDMONDS, WA 98026 REVISION
PLACE W. AND 218th STREET S.W. LOWER FLOOR 0 SO. FT.
MAIN FLOOR 1,319 SO. FT. LEGAL DESCRIPTION:
ELEVATION : 100.00 UPPER FLOOR 1,594 SO. FT. NOV 17 2015
GARAGE 660 SQ. FT. LOT 1. SHAW LANE. i -e:"A ENT
DATUM : ASSUMED COVERED PORCH 50 SO. FT. BUISING
WALKWAY 38 SQ. FT. ASSESSOR'S PARCEL NUMBER: CITY OF EDMONDS
LOT COVERAGE DRIVEWAY 523 SQ. FT.
PATIO 110 SQ. FT. 00555100000700
FOOTPRINT - 2.007 SQ FT LOVELL-SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W.. SUITE 106, LYNNWOOD, WA 98036
COVERAGE 2,007+9,976 -20.12X TELEPHONE: 425.775.1591 LSA FILE NO. 5436 DATE: 11-7-14 DRAWN: JTT
REVISED HOUSE LOCATE 1-09-15 JTT
REVISED IMPERVIOUS AREA (REMOVED COVERED PORCH) 4-1-15
REVISED IMPERVIOUS TO REFLECT REVISED DRAINAGE CALCULATIONS 8-4-15 JTT
5 L'D -'7 01 L4 - 12.14,
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
=FILE I
Name: EcWbo�s
Date: 116 If Y
Site Address: (A)
- I
Plan'Check 4Ll) 2
Project Description:
Reduced Site Plan Provided:,( NO)
Zoning:
Map Page:
Corner Lot: (Cal NO)
Flag Lot: (YES Nt�
Critical Areas Determination #: 42 4 oo
Study Required
Waiver
SEPA Determination:
Exempt
Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
R -gulred Setbacks
L
SWtet*.
Sid
-7. 5'_
Side:
Iya r-:
ActualSetbacks
Street: 51-
Side: /_7
Side: 7-5-
11 Detached Structures:
El Rockeries:
El Fences/Trellises:
El Bay Windows/Projecting Modulation:
11 Stairs/Deck:
Height
Datum Point:,Ald,,,,,d f6 t
Datum Elevation:
ZOO
Maximum H eight AHowed: 5—
Actual Height:
Other
Parking Required:
Parking Provided: (4C '0 S-Irc
Lot Area: -7
Maximum Lot Coverage: 35% Proposed -
Lot Coverage Calculations: koy�t :7.5f_
ADU Created: (YES /ft)
Subdivision: L9 15;v� 5� 1-le Vt/t/ ZOILOOL�3)
Legal Nonconforming Land Use Determination Issued: (YES
4e, je_- ba- (c. Comments
y scdc q d-ft
8�1- 3 Y 7 Iq o
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C I Y. S6( A AX_ r.(J
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Plan Review By: I#A/� f
. J 11
C-0c 5
Planning Data Form 04-11-06.doc
FILTER FABRIC -
SECURED TO 2' X 2'
14 GA. WIRE FABRIC
EQUAL
2' X 2' WOOD OR
EQUIV
I I �Lj
8'- 12'
PLACE 3/4'-1,5' WASHED GRAVEL IN
THE TRENCH AND ON BOTH SIDES OF
FILTER FABRIC FENCE ON THE SURFACE,
4.
CD
�u
CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE
STRAW BALES TO INSURE PROPER EROSION CONTROL.
FILTER FABRIC MATERIAL IN
CONTINUOUS ROLLS, USE STAPLES
OR WIRE RINGS TO ATTACH
FABRIC TO WIRE.
W IRE MESH SUPPEIRTF
TO SUPPORT FILTER F
BURY BOTTOM OF FILTER
MATERIAL 8' TO 12'
/'/ kAA\/
2' X 2' WOOD POSTS OR
EQUIVALENT
CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN,
CITY OF EDMONDS
REVISIONS STANDARD DETAIL
APPROVED BY DATE
FILTER FABRIC FENCE FILTRATION SYSTEMS
DATE 7/24/01 SCALE NITS DWG NO. E1.1
*THIS SITE DOES NOT CONTAIN
SUFFICIENT AREA TO PROVIDE FULL
LENGTH ENTRANCE. ±25' WILL BE
PROVIDED FRON EDGE OF EXISTING
ROADWAY TO FRONT OF NEW RESIDENCE
MIN. RADIUS
QUARRY SPALLS
2-4' MIN DIA
8'-12' MIN. DEPTH
z -�-</
PROVIDE FULL WIDTH OF INGRESS/
EGRESS AREA
CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE
DURING THE CONSTRUCTION PERIOD.
ICITY INSPECTION REQUIRED ON ALL EROSION CONTROI
MEASURES BEFORE WORK CAN BEGIN.
CITY OF EDMONDS
REVISIONS STANDARD DETAIL
APPFMVED BY DATE
D, GEBERT 10/6/03 STABILIZED CONSTRUCTION ENTRANCE
DATE 7/24/01 1 SCALE NTS I DWG NO. E1.2
L
SECTION 30, T.27N., R.4E.,
W.M.
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75'
(ROS)
202.85'
218th STREET S.W.
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- - - - - - - - - - - - -
PRIVATE STORM WATER
r
'--DETENTION EASEMENT TO 10' PRIVATE WATER
BENEFIT ECHELBARGER'S EASEMENT #1 TO
.............
SHAW LANE HOA, BENEFIT LOTS 2 & 3,
10' PRIVATE WATER EASEMENT #j TC
BENEFIT LOTS 4 & 5,
UNPLA-11'ErD
SEE DETAIL B
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MAX. HEIGHT 114.60
0
CP
N 89*32'13" W-86.95'
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200
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STOOP
16 S.F.
39.00'
..........
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101 PRIVATE DRAINAGE EASEMENT #4
7
LO1k 6, SEE DETAIL F
- - - - - - - - - - - - - - - -
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01
N 89*32'13" W 86.0 Pv
BOX
IP
10' PUBLIC
10' PRIVATE DRAINAGE UTILITY
5
EASEMEN #1 TO EASEMENT
BENFFI't, LOTS 1, 2 &.,3,
8,441 SIF
..............
........ .
101 PRIVATE DRAINAGE EASEMENT #3
BENEFIT LOTS 4 & 5,
SEE DETAIL E
2
T:
�8,170 SF
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L- - - - - - -
N
CERTIFIED EROSION AND SEDIMENT
CONTROL LEAD (CESCL) S
CONTRACTOR SHALL PROVIDE A DOE CERTIFIED CESCL WHO SCALE : 1"=20'
SHALL BE AVAILABLE AT ALL TIMES. HEM OEM EMEMOM
I Imm IBM
0 1 5' 10' 20' 30' 40'
EROSION AND 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
ACTNITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDIN', 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 - UNDERGROUND UTILITY CONSTRUCTION: THE CONSTRUCTION OF UNDERGROUND
UTILITY 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.
UTILITY CONFLICT NOTE
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS 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 ENGNEER IMMEDIATELY.
LEGEND
CLEARING LIMITS
_X_ FILTER FENCE (STD DETAIL E1.1)
INLET PROTECTION (STD DETAIL E1.3)
CONSTRUCTION ENTRANCE TO BE LOCATED AT NEW DRIVEWAY
LOCATION -QUARRY SPALL ENTRANCE PER EDMONDS STANDARD DETAIL E 1.2
CONSTRUCTION SEQUENCE
1. SCHEDULE A PRE -CONSTRUCTION MEETING NTH CITY ENGINEERING DIVISION AT 425-771-0220 EXT.1326. TWO
DAYS (48 HR.) NOTICE IS REQUIRED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES.
3. CALL FOR UTILITY LOCATIONS.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF
VEGETA11ON OUTSIDE THE CONSTRUCTION ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL
TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE ANDANSPECTED PRIOR TO
ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES
SHALL BE MAINTAINED UNTIL PERMANENT. VEGETATION IS ESTABLISHED.
6. DEMOLISH EXISTING. STRUCTURES.
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE
DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER
EROSION CONTROL NOTES BELOW).
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS.
10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETA-nON OF ENTIRE SITE.
11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL
BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BE CITY INSPECTOR.
0 N
CITY INSPECTION REQUIRED ON ALL EROSION CONTROL
MEASURES BEFORE WORK CAN BEGIN,
.C.7-ITY D:M*.O
REVISIONS
Ppmyr STANDARD DETAIL
D DATZ
D. GEBERT 20/06/03
D. GEBERT 05/19/05 TEMPORARY SEDIMENT TRAP FOR CATCH BASIR
D, GEDERT 05/05/06 DATE 7/24/01 SCALE NTS DWO NO. E1.3
R. ENGLISH 11/01/13 1
ENGINEERING DIVISION
APPROVE A NOTE
Date:
ESTIMATED GRADING QUANTIT-11
CUT = 100 C.Y. �Ij
FILL - 100 C.Y.
1 72 1 5
BU11DWI(I D _P� Ro EN
Ty 0 E
STREET FILE C1 ED ONDS
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(lD,MT,ND,0R,WA)
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
B Y:
CITY BUILDING DEPARTMENT
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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DRAWN
CHECKED
J.T.T.
SHEET
DATE
F.B.
C1
11-18-14
1 527, P.54
PFN
LSA FILE NO -
5383
OF2
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)
- 2014 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 SHALL 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 COPY 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 CAVING
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.
DRAINAGE CONSTRUCTION NOTES
1. THE PROPERTY IS PART OF A THE PROPOSED PLAT OF SHAW LANE
FOR WHICH A STORM WATER DETEN11ON SYSTEM HAS BEEN
PROVIDED. THE ALLOWABLE IMPERVIOUS IS 3,500 SQ. FT.
2. THE FOOTING DRAINS WILL BE DIRECTED TO THE STUB PROVIDED IN
THE PLAT DEVELOPMENT.
3. THE ROOF DRAINS SHALL BE DIRECTED TO THE STUB PROVIDED IN
THE PLAT DEVELOPMENT.
4. 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.
NEW IMPERVIOUS AREAS
ROOF
DRIVEWAY
2,341 SQ.
FT.
PATIO
541 SQ.
FT.
WALK
110 SQ.
FT.
STOOP
38 SQ.
FT.
16 SQ.
FT.
TOTAL 3,046 SQ.
FT.
MITIGATED 3,046 S.F.
STORMWATER CLASSIFICATION WORKSHEET INFORMATION:
1. PERMEABLE PAVEMENT PROPOSED = 0.0 SF
2. IMPERVIOUS AREA TABLE (SEE TABLE ON THIS SHEET)
3. TOTAL AREA OF LAND DISTURBING ACT1\,ATY=9,000±SF
4. EARTHWORK QUANTITY: EXCAVATION=100±CY; FILL=100±CY
5. PROJECT WILL NOT CONVERT 3/4 AC OR MORE OF NATIVE VEGETATION TO LAWN OR
LANDSCAPED AREA
6. WATERSHED=CREEK OR LAKE BASIN=WESTGATE POND
7. PROJECT CLASSIFICATION: CATEGORY 1 SMALL SITE
IMPERVIOUS AREA TABLE
TYPE
AREA (SQUARE FEET)
NON -REGULATED
0
EXEMPT
REGULATED
REPLACED
0
0
NEW (POST 1977)
+
3,046
TOTAL REGULATED IMPERVIOUS AREA
.3,046
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S)
3,046
REGULATED AREA NOT YET MITIGATED
0
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
0
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES�
0
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TOP=89.7
.............
6
INV-86.2
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ROOF DRAIN STUB -------- ,
:PATIO -4* ROOF DRAIN
8,257 SF
TOP-91.32
110 0 1% MI N IN7--W.09�-
INV=86.15 (VERIFY)
- - - - - - (WERIFY)
0) 3g
23.00' 5.79' 5' 6.71'
C0
FOOTING DRAIN STUB-----
TOP-91.32
\�16'-4*6VC
INV=85.88 (VERIFY)
C� 017.90%
C�
1 L 101 PRIVATE DRAINAGE EXSEME
-- - - - - - - - - - - - - - - -
> LOII'S 4, 5 & 6;
INV=87.3± 14 -11" PVC V
SE[ DETAIL D
WATER SERVICE WALK
3.5
9,976 SF
55' -4* PVC 0 2.27%
COVERE D 0
PORCH 0
e
50 S.F.
tk a
cw�
.............
I PROPOSED RESIDENCE
MF�90.77 2.00
L - - - - - - - - - - --
MAX. HEIGHT 114.60
2.00' Lq b
C� co,
;:V
.7
CB.
PROJECT INFORMATION
OWNERAPPLICANT
ECHELBARGER INVESTMENTS, LLC
4001 198TH STREET S.W.
LYNNWOOD, WA 98036
425-673-1100
REGISTRATION NO. ECHELIL90506
ZONING
RS-8
PARCEL NUMBER
00555100000700
PROPERTY LAREA
TOTAL LOT AREA - 9,976 SQ. FT
PROPERTY ADDRESS
21810 86th PLACE W.
LEGAL DESCRIPTION
LOT 1. PROPOSED PLAT OF SHAW LANE
UTILITY CONFLICT NOTE
ENGINEER /SURVEYOR
CONTACT* JEFFREY TREIBER
LOVELL- SAU ERLAN D & ASSOCIATES, INC.
119�-17-36TH AVENUE W. SUITE 106
LYNNWOOD, WA. 98036
PH.: 425-775-1591
E-MAIL: JEFFT@LSAENGINEERING.COM
WATER SERVICE
CITY OF EDMONDS
TELEPHONE
VERIZON
ELECTRICITY
P.U.D. NO. 1 OF SNOHOMISH COUNTY
SANITARY SEWER SERVICE
CITY OF EDMONDS
NATURAL GAS
PUGET SOUND ENERGY
Ift LU(;ATIUN UF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. THE
OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE
THE LOCA11ON 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. '
BENCH MARK_
PROJECT BENCH MARK
TOP OF CONCRETE MONUMENT IN CASING AT THE INTERSECTION OF 86th PLACE
W. AND 218th STREET S.W.
ELEVATION : 100.00
DATUM : ASSUMED
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
ENGINEERING DIVISION
APP V 1. NOT D I
-Date:
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY.
CITY BUILDING DEPARTMENT
e-mail: info@lsaengineering.com
web. Isaengineering.com
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DATE
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11-18-14
, 527, P.54
C2
PFN.
PLN20120043
oF2
LSA FILE NO - 5493