21814 86TH PL W.PDFIIIIIIIIIIII
8182
21814 86TH PL W
Certificate of Occupan
Building Division
"7 C. 1 19 C) %-I
This certificate is issued in accordance with the requirements of Section 111 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: 21814 86TH PL W, EDMONDS
Construction Type: V13
Owner: ECHELBARGER INVESTMENTS LLC
4001 198TH ST SW
LYNNWOOD, WA 98036-6731
(.0uilding Official
Permit No:
Parcel No:
Occupancy Gro'up:
POST IN A CONSPICUOUS PLACE
BLD20141214
�01144700000300
R-3/U
11/20/2015
Date Issued
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W
AS B U, 10!
LANE LOT 3
SHAW
01�1 Fat
W.
21814 86th P1
Edmonds, WA 98026
Scale: 1"-20'
10' PRIVATE
DRAINAGE EASEMENT
TO BENEFIT
ECHELBARGER'S
SHAW LANE HOA.
N '89'32'13" W,
FOOTING DRAIN STUB
TOP-93.54
86.00'
INV-88-0 (VERIFY)
ROOF. DRAIN STU13
'2 TOP=89.94 0,
INV-8812 (VERIFY) 2
33'-l* PVC
WATER SERVICE
... ... WALK
F com. BOX
32!-4"PVC
14
EX 3 FT. ROOKERY 012.229
-.CONC. DRIVE
i NDERGROUNE
.'5 7 S.
5? POWER AND
COMMUNICATIC
LINES
CONNECT FOOTING - 11
DRAINS TO STUBLLj 0.61f'w. . ... ...
I q
PROVIDED - - - - - -
INV-88.4:1�
(0 coVERED 00
- PORCH UNDERGROUND
GAS
go S.F. w
SERVICE
'0
0 i-
z
.0
X z
STOOP -
- - - - - - 16 S.F.
L- - - - - -
4- ROOF DRAIN
o, MIN
10! SWD
1-'
7-
71, ......
go
N 89-30'2�" W
10' PRIVATE DRAINAGE
EASEMENT TO BENEFIT
ECHELBARGER'S SHAW LANE
NoTirr— No WARRANTY OF ACCURACY The informzlir- ' In c-,) iho'
Thn City of Edmonds does nw-1 warrz,'.(t�, ';f'
trr-t o, tk;. map. Any person or entity reci C,-'Py
ct t.w-,Lat Inquiry regarding tho inluilliak.. C'-1-1 ' 0.1
th - r—.; mr, buL n(,% limited to, the locadon of any =.L, St.
S"":. 1 S, s,U)z may or may not exist and may or m::y nct L!
th,- jc�-- Neitiev the City of Edmonds nor its ercp!oy�2-3 c(
T
thL intrionation given on this map, nor for any or U N P L -A
repr�ssj 11,caio; I provided basL-d upon said map
PLANNINGDATA
SINGLE FAMILY RESIDENTIAL
=FLU I
Name: C_\,M.4_fJk
Date: I � - I �-) t,
SiteAddress: _z W f
Tax Parcel � -7 6
Project Description:
Plan Check #: D
Reduced Site Plan Provided: UE/ NO)
Zoning:
Map Page:
Corner Lot: (YES NO) 7FIag
Lot: (YES / NO)
Critical Areas Determination #!
El Study Required
1�r'Waiver'
SEPA Determination:
L
Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
setha&5
Street:
Side:
7 - '15-
Side:
Rear:
Actual Setbacks
Street:
Side:
Side:
Rear:
El Detached Structures:
Rockeries:
El FencesfTrellises:
El Bay Windows/Projectfng Modulation:
El Stairs/Deck:
Buildin HeiCht
Datum Point: Ahw-111� Carl-
Datum Elevation: /00
Maximum Height Allowed: -5- 3. 3 -9
Actual Height:
Othet-
Parking Required:
Parking Provided:
Lot Area: q4
/6 Proposed:
maximum Lot Coverage: 350
Lot Coverage Calculations: :-- 3.13
ADU Created: (YES / NO)
Subdivision: L.J") �-o L4 VI-51-
Legal Nonconforming Land Use Determination Issued: (YES
Comment5
Plan Review By:
Plan6ing Nta Form a7-14-09.doc
PLANNING DATA TILE]]
Plan Review By: Planning Data Form 07-14-09.doc
City of Edmonds
Site Classification Worksheet
Page 1 of 2
ov, EL)41
NOV 2 12014
OEVELOP.'AZ,.NJTS,LtiVICESCTWne. j1;9z
CITY OF EDMOIVDS
The project's Site Classification will dictate the specific stormwater management
requirements applicable to your site. Completing this worksheet will help determine the amount of
regulated impervious surface and whether your project falls into the classification of a Small Site
(Category I or Category 2), or a Minor Site. Please reference the GlossAry (pp. 10-11), Figures Q and
E, (pp. 8-9), and Examples (pp. 11-12), to assist with completion of this worksheet.
1) Is Permeable Pavement' Proposed For Use on this Site?
Refer to Stonnwater Supplement Chapter 5. 1 F Yes [XI No
If YES, the subject area is to be considered impervious for initial site classification purposes. Include total
permeable pavement area in the calculation of Non -Regulated, Replaced and/or New impervious surface
areas in the table below.
Determine the Amount and Type of Existing & Proposed Impervious Surface for the Site
Refer to Storinwater Supplement Chapter 2 and Fig. C
Line 1: Identify the Non -Regulated Impervious Surface Area.
Line 2: Identify the Replaced Impervious Surface. Area, dividing the total between Exempt and Regulated; either or both
may be zero. Note: For project classification purposes, Replaced Impervious may only be considered exempt
under certain conditions. Refer to the Glossary and Figure D.
Line 3: Identify the New Impervious Surface Area for your project. All impervious areas created post -July 7, 1977 or
after tile date of annexation into the City are regulated & Should be included in this total unless they call be
categorized separately as a Replaced -Regulated area.
Line 4: Enter the SUM of the total Replaced-ReJZLilated plus the total New impervious areas.
Line 5: Identify the total area currently mitigated by an existing city -approved stormwater management system.
Line 6: Enter thesurn of the value in Line 4 less the value in Line 5 to identify the total Regulated area in which
storrnwater controls have not yet been applied.
Line 7: Identify the total area pro �osed to be mitigated through the use of Low Impact Development Techniques.
P
Line 8: Identify the total area pro osed to be mitigated through conventional Storniwater Management Techniques.
p
** Provide a copy of the following table on the drainage plan sheet for the proposed project **
Line
Type
Area (square feet)
1
Non -Regulated
... . ....... .. ..
Exempt
Regulated
2.
Replaced
+
. .... . .........
3.
4.
New (Post 1977) 4 4 4 4 4 4 4 4 4
Total Regulated Impervious Area.
Mitigation required �f in excess of 2000.�f
'4247
5._
6.
Total Area Mitigated by Existing Storinwater Management System(s)
Regulated Area Not Yet Mitigated
4250
0
7.
Ar a Proposed to be Mitigated by Low Impact Development Techniques
8.
Area Proposed to be M'itigated through Conventional SWM Techniques
I (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices ;filled with turf or stone)
Revised on 310512012 E72-SVVM—Ei-osioiz—Coiiti-ol-03.05.12.doc Page 5 of 12
City of Edmonds
Site Classification Worksheet
Page 2 of 2
C)V Eb4f
0
C. 1 ?,'4
3) Determine the Total Area of Land Disturbing Activity 9000 sf
Refer to Storinwater Supplenient Chapter 8
4) Determine the Quantity of Grading, Fill and/or Excavation 200 cy
5) Will the project convert 3/4 Acre or More of Native Vegetation to Lawn or El Yes [N No
Landscaped Area?
6) Identify the Watershed the�Existing Site Runoff Discharges to
I Westgate Pond - Basin #6
Refer to Storinwater Supplenient Chapter 2.3
I
Based on Site Location and Watershed Map — Figure-C. Check all that apply.
A. F-1 Direct Discharge B. X Creek or Lake Basin
ci Edmonds Way Basin
o Puget Sound Basin
Ei Puget Sound Piped Basin
DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE
AND THE PROJECT CLASSIFICATION CHART?(Figure B, pg 4)
El Small Site - Category 1 El Small Site - Category 2 El Minor Site
Storinwater Supplement Storinivater Supplement Ston,invater Supplement
Chapter 5 Chapter 5 Chapter 6
Revised on 310512012 E72-SWM—Ei-osioti—Coiiti-ol-03.05.12.(Ioc Page 6 of 12
10' PRIVATE
DRAINAGE EASEMENT
TO BENEFIT
ECHELBARGER'S
SHAW LANE HOA.
FOOTING DRAIN STUB
TOP-93.54
INV-88.0 (VERIFY)
ROOF DRAIN STUB
2 MP-89.94
INV-86.12 (VERIFY)
1A
W�
LLJ
a
0
z
7.50'
h
ENGINEERIN DIVISION
MV�p AS NOTED
I I,_V IV Date:
SCYLE: 1-=20- Al!
0' 5' 10' 20'
BUILDING HEIGHT CALCULATION
A=85.92
8=91.25
C=89.51
a=-aLR
353.56 + 4 = 88.39 AVE. ELEV.
MAXIMUM HEIGHT = 88.39 + 25 =113.39
PROPOSED MAX. ELEVATION-1113.0
2
8,170 SF
N 89*32'13" W
86.00'
so
81
SD
A-85.92 WALK-
—71—.06 1
Lq
1 15. 00'
16.00' 00
- - - - - - - 11N 17.00'
L - - - - -
BLDG. HE3GHr--
ENVELOPE
D-86.88
82
0,
IJ,
101 PRI�
BENEFIT
cy)
SEE DEI
d)
wo
<
Y
w
9*30'44
7"
PO A 7"
'5<11
25.00'
PV
_j
COM. BOX
—8-91.25
A� CONC. TDRIY - IE�-
�J7 S.F.
0 24.00'-,, 1
GF-90.60
COVERED 19 ' Do'
PORCH
90 S.F.
PROPOSED RESIDENCE
MF-91.0 3 b I
MAX HEIGHT -\11&O 9,871 SIF
0 13.00' v
c�
04 STOOP-,t
16 S.F.
PATIO
7b
130 S.F..j. c�
'�F
41.00'
------------
SD
BUILDING
SETBACK LINE
111.00'
N 89*30'23" W
10' PRIVATE DRAINAGE
EASEMENT To BENEFIT
ECHELBARGER , S SHAW LANE
APPMED BYVLANNING
0
STREET FILE
CD
QIMPERVIOUS AREAS
ROOF
DRIVEWAY
PATIO
WALK
STOOP
MITIGATED
IMPERVIOUS AREA
3,379 SO. FT.
587 SO. FT.
130 SO. FT.
82 SO. FT.
16 SO. FT.
TOTAL 4,194 SO. FT.
4,194 S.F.
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
AREAS
LOWER FLOOR
0 SO. FT.
MAIN FLOOR
2,389 SO. FT.
LOT COVERAGE
UPPER FLOOR
531 SO. FT.
FOOTPRINT - 3,085 SO FT
GARAGE
COVERED PORCH
617 SO. FT.
60 SO. FT.
COVERAGE 3,085 + 9,871 =31.25%
WALKWAY
45 SO. FT.
DRIVEWAY
587 SO. FT.
PATIO
78 SO. FT.
7.50'
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Front
Sidesell.j 7
Rear
Other
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UNPLATTED
SITE PLAN INFORMATION
PROPERTY OWNER & CONTRACTOR:
ECHELBARGER INVESTMENTS, LLC
4001 198TH STREET S.W.
LYNNWOOD, WA 98036
425-673-1100
REGISTRATION NO. ECHEUL90506
RITF ADDRFSS!
21814 86th PLACE W.
EDMONDS, WA 98026
LEGAL DESCRIPTION:
LOT 3, SHAW LANE
ASSESSOR'S PARCEL NUMBER:
00555100000700
REVISIONI
NOV 17 2015
BUILANJ� IMA%ENT
GrrY OF EIDNIONDO
CORRECTED MITIGATED IMPERVIOUS AREA PER NEW CALCULATIONS
8-4-15 JTT
CORRECTED IMPERVIOUS AREAS 4-1-15 JTT
(ELIMINATED COVERED PORCH & CORRECTED WALKWAY AREA)
LOVELL-SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036
TELEPHONE: 425.775.1591 LSA FILE NO. 5436 DATE: 11-19-14 DRAWN: JTr
FILTER FABRIC -
SECURED TO 2' X 2'
14 GA, WIRE FABRIC
EQUAL
2' X 2' WOOD OR C)
EQUIV j
I I (U
8'- 12'
80
PLACE 3/4'-1.5' WASHED GRAVEL IN
THE TRENCH AND ON BOTH SIDES OF
FILTER FABRIC FENCE ON THE SURFACE.
C 1 3
I
CIL!
CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE
STRAW BALES TO INSURE PROPER EROSION CONTROL,
I ago- I 99V
FILTER FABRIC MATERIAL IN
CONTINUOUS ROLLS, USE STAPLES
OR WIRE RINGS TO ATTACH
FABRIC TO WIRE,
WIRE MESH SUPPORT FEN�E
TO SUPPORT FILTER FAVRIC.
BURY BOTTOM OF FILTER
MATERIAL 8' TO 12'
,f/ KAAV
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
PROVED BY DATE
FILTER FABRIC FENCE FILTRATION SYSTEMS
DATE 7/24/01 1 SCALE NTS I DING NO. E1.1
25' MIN. RADIUS
QUARRY SPALLS
r2-4' MIN DIA
8'-,2' MIN, DEPTH
*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 PROVIDE FULL WIDTH OF INGRESS/
P OV
E SS
GRESS AREA
CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE
DURING THE CONSTRUCTION PERIOD,
ICITY INSPECTION REQUIRED ON ALL EROSION CONTROI
MEASURES BEFORE WORK CAN BEGIN.
laSIO-1199V
L
CITY OF EDMONDS
REVISIONS STANDARD DETAIL
APPROVED BY DATE I
D, GEBERT 10/6/03 STABILIZED CONSTRUCTION ENTRANCE
DATE 7/24/01 1 SCALE NTS I D,NG No' E 1.2
J199
!z
..... .....
- - - - - - - - - - - 92.10'
ALL DISTURBED AREAS ON AND IN 89'30'23" W
OFF SITE SHALL BE COMPOST
AMENDED TO MEET
REQUIREMENTS OF BMP T5.13 10' PRIVATE DRAINAGE
IN THE STORMWATER MANUAL. EASEMENT TO BENEFIT
VOL V, CHAPTER 5 ECHELBARGER'S SHAW LANE
N HOA.
S U N P L A T T E' D
SCALE : 1"=20'
liffiffim 110111100ma
I OEM Elm 6�
0' 5' 10' 20' 30' 40'
CERTIFIED EROSION AND SEDIMENT
CONTROL LEAD (CESCL)
CONTRACTOR SHALL PROVIDE A DOE CERTIFIED CESCL WHO
SHALL BE AVAILABLE AT ALL TIMES.
EROSION AND SEDIMENT CONTROL (ESC) NOTES
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE CONSTRUCTION VEHICLE: ACCESS SHALL BE,
NIENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED NTH 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, INCLUDIN3, 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 DEPOS11ION 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)
0 IP 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. -Ar1r_UULL A t'Kt-UUNZ�,IKUL;IIUN MLLIIN(; WITH CITY ENGINEERING DIVISION AT 425-771-0220 EXT.1326. TWO
DAYS (48 HR.) NOTICE !S 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
VEGETATION 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 AND INSPECTED PRIOR TO
ANY CONSTRUC11ON 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 REVEGETATION OF ENTIRE SITE.
11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL
BE REMOVED UPON FINAL SITE STABILIZA11ON AND APPROVAL BE CITY INSPECTOR.
TE
CB
FILTER SOCK WITH I
OVER FLOW HOLES I
CATCH BASIN
THIS APPLICATION SHALL BE
MAINTAINED AT ALL TIMES
DURING CONSTRUCTION PERIOD,
SEDIMENT SHALL BE REMOVED ON
A REGULAR BASIS TO MAINTAIN
FILTRATION EFFECTIVENESS,
CITY INSPECTION REQUIRED [IN ALL EROSION CONTROL
MEASURES BEFORE WORK CAN BEGIN.
S
N."D
F .-E-DIV. .0
C.7--d-TY
`C
REVISIONS
-k-MVED " I -DATE STANDARD DETAIL
I D. GEBERT 10/06/03 TEMKRARY SEDIMENT TRAP FOR CATCH BASINS
) E
1). GEBERT 05/19/05
iC
1'690 1). GE LE E1.3
j_19C301R..' ENGLISH 11/01/13 1
ago-19C313 D. GEBERT 05/05/06 - DATE 7/24/01 NTS DING NO.
DIVI.Ozinm
E A NOTE
Date-i
k
ESTIMATED GRADING QUANTITIES
CUT 100 C.Y.
FILL 100 C.Y.
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
0_1111114
NO V 17 2015
BUILDIP �i �DAMO,et_t
CITY OF ED&' ONDS
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE
BY:
CITY BUILDING DEPARTMENT
19217 36th Avenue W.
Suite 106
Lynnwood, WA 98036
phone: (425)775-1591
e-mail: info@lsaengineering.com
web: lsaengineering.com
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DRAWN
CHECKED
SHEET
J.T.T.
DATE
F.B.
11-18-14
527, P.54
C 1
PFN
OF2
LSA FILE NO
5383
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 EXCAVA11ONS AGAINST LOSS OF GROUND OR CAVING
EMBANKMENTS. CONTRACTOR SHALL ALSO 13E 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 3,379 SQ. FT.
DRIVEWAY 587 SQ. FT.
PATIO 130 SQ. FT.
WALK 82 SQ. FT.
STOOP 16 SQ, FT.
TOTAL 4,194 SQ.FT.
MITIGATED
IMPERVIOUS AREA 4,194 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 ACIIMTY=9,000±SF
4. EARTHWORK QUANTITY: EXCAVATION=100±CY; FILL=100±CY
5. PROJECT WILL NOT CONVERT 3/4 AC OR MORE OF NATIVE VEGETAT10N TO LAWN OR
LANDSCAPED AREA
6. WATERSHED=CREEK OR LAKE BASIN=WESTGATE POND
7. PROJECT CLASSIFICATION: CATEGORY 1 SMALL SITE
IMPERVIOUS AREA TABLE
TYP E
AREA (SQUARE FEET)
NON -REGULATED
0
EXEMPT
REGULATED
REPLACED
0
0
NEW (POST 1977)
+
4,195
TOTAL REGULATED IMPERVIOUS AREA
4,195
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S)
4,195
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 TECHNIQUES1
0
10' PRIVATE DRAINAGE
EASEMEN T #1 TO
BENEFIT'LOTS 1, 2 &.3,
2
07
8,170 SF
0
Q
U
0
L1
0
10' PRIVATE
DRAINAGE EASEMENT
U
TO BENEFIT
ECHELBARGER'S
SHAW LANE HOA.
0
FO TING DRAIN STUB
0 N, Rq*.1911 A" W.
LLI
TOP=93.54
0-
INV=88.0 (VERIFY)
ROOF DRAIN STUB
TOP=89.94
INV=86.12 (VERIFY)
EX. 3 Fr. ROCKERY
CONNECT FOOTING
H4
POWER AND
DRAINS TO STUB Ld
COMMUNICATIONS
PROM DIED
INV=88.4±
I
b
C�
LINES
15.00'
19.00'
LO GF=90.60
0 ... ....... . .....
CY)
COVERED
INV=87.0
. ..... .. ..... ... ... ....... . ....
PORCH
UNDERGROUND
(x)
0
90 S.F.
GAS
1
-01
C�
PROPOSED RESIDENCE
SERVICE
3
LLJ 4
z
11
MF=91.0,
9,508 SF
N .. ... . ... ...
MAX HEIGHT =113 0
9871 SF 0
- - - - - - - - - - - - - --
C�
0
0
16.00' 13.00'
0
--Lc�
17.00'
17.00' C?I' STOOP z
4- ROOF DRAIN
0 1% MIN
N 89'30'23" W
10' PRIVATE DRAINAGE -
EASEMENT TO BENEFIT
ECHELBARGER'S SHAW LAI\E
HOA.
UNPLATT-rD
92.10'
PROJECT INFORMATION
OWNER/APPLICANT
ECHELBARGER INVESTMENTS, LLC
4001 198TH STREET S.W.
LYNNWOOD, WA 98036
425-673-1100
REGISTRATION NO. ECHELIL90506
ZONING
RS-8
PARCEL NUMBER_
00555100000700
PROPERTY AREA
IUTAL LOT AREA - 24,470 SQ. FT.
PROPERTY ADDRESS
21814 86th PLACE W.
LEGAL DESCRIPTION
LUI 5, HNUPUSED PLAT OF SHAW LANE
ENGINEER /SURVEYOR
CONTACT: JEFFREY TREIBER
LOVELL- SAU ERLAN D Se ASSOCIATES, INC.
19217-36TH AVENUE W. SUITE 106
LYNNWOOD, WA. 98036
PH.: 425-775-1591
E-MAIL: JEFFTCLSAENGINEERING.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
19217 36th Avenue W.
Suite 106
Lynnwood, WA 98036
phone: (425)775-1591
e-mail: info@lsaengineering.com
web: Isaengineering.com
LO
00
(n
z
0
Ld
z
Ld
z
W-
LLJ
IL
Z U)
5:
UTILITY CONFLICT NOTE �7
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. THE ry 0
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. I
n
-17
Cn (n
r) <
BENCH MARK- 7, 3�:
-0
PROJECT BENCH MARK
TOP OF CONCRETE MONU MENT IN CASING AT THE INTERSECTION OF 86th PLACE
W. AND 218th STREET S.W. ry
r) 0 Lij
ELEVATION : 100.00 z
DATUM ASSUMED < Lij D
Cf) C) 0
Li I 1 0
0 0 �>- =
< - cn
;�- 0
ry 0
0
ENGINEERING DIVISION
PROV A NOTED Lij IZ4- V)
Date:��4
r cv
, H , 1�
NOV 17 2015
BUILDING DEPARTMENT
GM` QF EDMOND3,
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 BUILDING DEPARTMENT
scmz 1 it =20'
DRAWN
J.T.T.
CHECKED
J.T.T.
SHEET
C
DATE
F.B.
11-18-14
527, P.54
PFN. . PLN20120043
1OF2
ISA F119 NO - 5493