21813 86TH PL W.PDFIIIIIIIIIIII
8181
21813 86TH PL W
City of Edmonds E
''n: 1:�
STR T F I L E r� ""' ' I
Site Classification Wor sheet JUN 16 2015)
Page 1 of 2
OEVELv�,",'��W I SERVICES CTR.
CITY OF EDWiONDS
The i proJect's Site Classification will dictate the specific stormwater managernent
requirements applicable to your site, Cornpleting this worksheet will help determine the arnount of
regulated ill-lpel'ViOlIS Surface and whether your project falls into the cla8sification of a Small Site
(Catevor I ()I- Calt-gory 2), or a Minor Site. Please reference the Glossa y
— y --- r Jpp. 10- 11), Pi gurts Q ati d
1�dpp. 8-9), and Examples (pp. I 1- 12), toassist with completion ofthis worksheet.
1) Is Permeable Pavement' Proposed For Use on,this Site?
El Yes EN No
Refer to Stomi water Supplement Chapter 5. 1
it L' S, 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.
2) Determine the Amount and Type of Existing & Propos
ed Impervious Surface for the Site
Refer to Stonnwater Stipplement Chapter 2 and Fig. C
Line 1: 1clenlily the Non -Regulated Impervious Surface Area.
Line 2: Identify the Replaced Im ervious Surface Area, dividing tile total betweei� . Exempt and Regulated; either or both
p
may be zero. Note: For project classification purposes, Replaced Impervious,may only be considered exempt
Linder certain conditions. Refer to the Glossary and Figure D.
Line 3: Identify the New Impervious Surface Area for Your project. All imperviou . s areas created p0St-JLIIy 7, 1977 or
after the date of annexation into the City are regulated & Should be included in this total unless they can be
categorized separately as a Reiplaced-RegUlated area.
Line 4: Enter the SLIM of the total Replaced -Regulated plus the total New impervious areas.
Line 5: Identify the total area currently mitigated by an existing city -approved storm'Water management system.
Line 6: Enter the sum of the value in Line 4 less the value in Line 5 to identify the total Regulated area in which
stormwater controls have not yet been applied.
Line 7:.Identify the total area prop osed to be mitigated through the use of Low Impact Development Techniques.
f
Ligg 8: Identify the total area proposed to be mitigated through conventional StormWater Management Techniques.
Provide a copy of the:following table on the drainaLre Dlan sheet for the nrnnn.qprl nrnipet
Line Type
ype
Area (square feet)
Non-R.egulated
egulate d
.77777777
Exempt
r ii��1
Regulated
3'71 C.:
2 Replaced
)laced
77
3. 1 New (Post 1977) 4 4 4 4 4
'ost I � ) >
Total Regulated Impervious A
4. rea
Mitigation regidred ff in excess o 2000s
"c
+
y
- 5. Total Area Mitigated by Existing Storinwater Management S stem(s)
6. Regulated Area Not Yet Mitigated
3,710
0
7. Area Proposed to be Mitigated by Low Impact Development Techniques
Area Proposed to be Mitigated through Conventional SWMTechniqtiesT=7]_
(e.g. porous asphalt, Porous concrete, paver blocks, concrete open celled PAvilig grids, or plastic lattices fil . Ned with turf or stone)
Revised on 310512012 E72-SWM—Ei-osioll—Coitti-t)1-03.05.12.doc . : V , ,
Page 5 of 12
City of Edmonds
Site Classification Worksheet
Page 2 of 2 1 8CO
3) Determine the Total Area of Land DiOurbing Aclh,ity 8,000 sf
Refer to Storinviater Supplenient Chapter 8
4) Determine the Quantity of Grading, Fill and/or Excavation 200
5) Will the project convert 3/4iAcre or More of Native Vegetation to Lawn or
Landscaped Area? E:1 Yes FX] No
6) Identify the Watershed the'Existing Site Runoff Discharges to
Re/er to Storinwater Suppl�nient Chapter 2.3 We' stgatb Pond -.Basin #5
Based on Site Location and Watershed Map — Figure-C. Check all that abply.
A. E] Direct Discharge B. [X Creek or Lake Basin
o.-Edmonds Way BMin
• Puget Sound Basin
• Puget Sound Piped Basin
DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE
AND THE PROJECT CLASSIFICATION CHART (Figure B, pg 4)
mail Site - Category I
S 1-1 Small Site - Category 2 El Minor Site
Stornmater Supplement Storinwater Supplement Ston7livater Supplement
Chapter 5 Chapter 5 Chapter 6
Revised on 310512012
E72-SWAI-Fi-osioll-Coiiti-ol-03.05.12.(Ioc
k
Page 6 of 12
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
I,---
STREE
Name: LA6 �f_ (1—P 00 5_� 01 0000 5-,o a
Date:
Site Address: -Z I / I
Plan Check' #
Project Description:
Reduced Site Plan Provided:_k!,S_/NO)
Zoning:
Map Page:
Corner Lot: (YES /QP
Flag Lot: (YES re
Critical Areas Determination # - in ==a- F
Study Required IT
1�1-Waiver
SEPA Determination:
�9_Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist El APO List with notarized form
Required Setbacks
Street:
z
Sid'.
Side:
Rear:
Actual Setbacks
Street:
de- 0
Side:
0 Detached Structures:
11 Rockeries:
11 Fences/Trellises:
EI-Bay Windows/ Projecting Modulation: edv'4'�f C/ Orr_
Stairs/Deck: ct �-(D (4o r-tl�cA(- A-- OA //9-0' c:�'z c)c Li,,�. c
Height
Datum Point: 41
Datum Elevation:
Maximum Height -Allowed: (-7.
Actual Height:
Other
Parking Required:
Parking Provided: tz
'61 C S�,_C/
Lot Area: C1
Maximum Lot Coverage: 35% Proposed: Z 7-
Lot Coverage Calculations: Acl,.) e- tix-r— Z, T
ADU Created: (YES / 00
Subdivision:SA- aw 4 olne-
Legal Nonconforming Land Use Determination Issued: (YES
Comments-
A- 7 756Y. V Iq I or r-
C, -Z I
Plan Review By: � �/Jf 3 / -7 /1 -�_
Planning Data Form G4-11-06.doc
!0
SEE D E T�11- B
8,257 SF
C92
10' PRIVATE DR�WAGELE SEMENJ #2, fO BENEFIT
LOTS 4� 5 & 6,
SEE DE AIL D/
BUILDING HEIGHT CALCULATION
A=92.18
B=92.14
C=93.21
D=91.31
368.84 + 4 = 92.21 AVE. ELEV.
MAXIMUM HEIGHT = 92.21 + 25 =117.21
PROPOSED MAX. ELEVATION= 116.90
PROJECT 13ENCH MARK
TOP OF CONCRETE MONUMENT IN
CASING AT THE INTERSECTION OF 86th
PLACE W. AND 218th STREET S.W.
ELEVATION : 100.00
DATUM : ASSUMED
LOT COVERAGE
FOOTPRINT — 2,349 SQ FT
COVERAGE 2 349+8,441 =27.83%
li
Scann&A,
SCALE: 1"=20'
0 m
0' 5' 10' 20
7.5' BUILDING
SETBACK LINE
tRADE YARD TO
DRAIN TO YARD
DRA ISIS
A,
C)
0
-9 U) m
I I
Q 0
L) Z
U)
ENGINEERING DIVISION
�OV D S NOTED
71,=Date:2J2i
15' BUILDING
SETBACK LINE
BUILDING
SETBACK LINE
N 89-32"13" W 64.52'
U)
one ('?s
Z Corner
a
0
M CZ
5.1tb ck
�a .!��red
0
0 1
Front w
cq �- 0 2
0
Sideslvl�
Tld
7A i Y FN I
Rear
9 m
Other
STREET
FILE
IMPERVIOUS AREAS
SITE PLAN INFORMATION
ROOF 2,763 SQ. FT.
DRIVEWAY 726 SQ. FT.
PROPERTY OWNER & CONTRACTOR:
PATIO 132 SQ. FT.
WALK 80 SQ. FT.
ECHELBARGER INVESTMENTS, LLC
STOOP 9 SO, FT,
4001 198TH STREET S.W.
TOTAL 3,710 SQ. FT.
LYNNWOOD, WA 98036
425-673-1100
REVISED MITIGATED 3,737 S.F.
REGISTRATION NO. ECHELIL90506
IMPERVIOUS AREA
SITE ADDRESS:
21813 86th-PLACE W.
AREAS
LOWER FLOOR 0 SQ. FT.
EDMONDS, WA 98026
JUL 2 2015
MAIN FLOOR 1,495 SO. FT.
LEGAL DESCRIPTION:
UPPER FLOOR 1,745 SO. FT.
)INC3 DEPAR;7MENT
GARAGE 838 SO. FT.
LOT 5, SHAW LANE SUILI .ONDS
0F Eog�
COVERED PORCH 32 SQ. FT.
CITY
WALKWAY 80 SQ. FT.
ASSESSOR'S PARCEL NUMBER:
DRIVEWAY 726 SO. FT.
PATIO/STOOP 141 SQ. FT.
01144700000500
LOVELL-SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036
TELEPHONE: 425.775.1591 LSA FILE NO. 5383 DATE: 6-12-15 DRAWN: JTT
REVISED PER CITY COMMENTS 7-22-15 JTT
6uD 2.015- 0-7(-4 &
FILTER FABRIC -
SECURED TO 2' X 2'
14 GA, WIRE FABRIC
EQUAL
2' X 2' WOOD OR C I D
EQUIVALENT �u
8'- 12'
PLACE 3/4'-1.5' WASHED GRAVEL IN
THE TRENCH AND ON BOTH SIDES OF
FILTER FABRIC FENCE ON THE SURFACE.
CU
CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE
STRAW BALES TO INSURE PROPER EROSION CONTROL,
laso-19ul-i
FILTER FABRIC MATERIAL IN
CONTINUOUS ROLLS. USE STAPLES
OR WIRE RINGS TO ATTACH
FABRIC TO WIRE,
WIRE MESH SUPPORT F
TO SUPPORT FILTER Fi
BURY BOTTOM OF FILTER
MATERIAL 8' TO 12'
6' MAX.
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 SCALE DWG NO.
7/24/01 1 NTS 11 E1.1
*'5�00-
*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,
la90-1199V
L
LITY O=IF:I- EDMONDS.
REVISIQN�i_ STANDARD DETAIL
APPROVED BY DATE
D. GEBERT 10/6/03 STABILIZED CONSTRUCTION ENTRANCE
DATE 7/24/01 1 SCALE NTS I DWG No' E 1 .2
SECTION
30,
T.27N., RAE., W.M.
ZEE UL I �ML b
W, . . . . . . . . ........
.................
. . . ............
M WATER
SEMENT TO
LBARGER'S
OA,
............................. ........ .
. ...... . ... ....... 6
... .... ...
8,257 SF
1J.
14
10' PRIVATE DRA!N�GE EASEMENT .#2 TO BENEFIT
LOTS 4, 5 & 6
SEE DETAIL D�
9,976 SF
............
COM.
BOX
10' PUBLIC
UTILITY
r 0
EASEMENT
.............
13
00-,'
A
- - - - - - - - - - - - - - - - - - - -
42.00'
. ..... 0
. ........
0
5
............ .
.
0
> 8,441 SF
50
MV
-t 8.00'
COM. BOx__j'[]
- - - - - - -
.0
- - - - - - - - - ............
7
2. 00'
1
E DRAINAGE
PLAN M2870B3FT
I
#1 TO
JS 1. 2 &,3,
q
MF-93.10
00
1
2 00' (A
CORERED
1
P CI_4 32 SF
..............
2
0
Ct
.8,170 SF
L4
2. 00'
2.. 0'
1.00,
. .........
r2.00"
9.50
CIL
N)
0
..
.......
5'00'
J� ...............
L
0
19.50'
I
>
- - - - - - - -
.0
.. ... ......
............
ISTOCKPILE)-- BMP#C1 23 PLASTIC
. ... ........
COVERING AT
STOCKPILES(TYP.)
.... ...........
.............
ALL DISTURBED AREAS ON
AND OFF SITE SHALL BE
COMPOST
AMENDED TO MEET
REQUIREMENTS OF BMP T5.13
IN THE STORMWATER MANUAL,
............
........................
VOL V, CHAPTER 5
L
4
3 9,508 SF
9,871 SF
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 - CONSTRUCT10N ACCESS ROUTE CONSTRUCTION VEHICLE: ACCESS SHALL BE,
WHENEVER 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 ATTIE 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 APPLICA11ON 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 VEGETAI�E 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 CON11NUED 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 CONSTRUCT10N 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 UTIL111ES 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 UTILIT'IES ON AND ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDEN11FIED CONTACT ENGINEER IMMEDIATELY.
GRADE YARD TO
DRAIN TO YARD
DRAINS
0
7- 1[\j
0
-9 U)
0 0
U :4
Cq
0
1 VD
U) 9)
0
V)
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b
0
0
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0
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0
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0
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LEGEND
t-y-Y-1� (9 CLEARING LIMITS
X_ (5 FILTER FENCE (STD DETAIL E1.1)
17-1 A
INLET PROTECTION (STD DETAIL E1.3)
CONSTRUCTION ENTRANCE TO BE LOCATED AT NEW DRIVEWAY
LOCA11ON-QUARRY SPALL ENTRANCE PER EDMONDS STANDARD DETAIL E 1.2
CONSTRUCTION SEQUENCE
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220 EXT.1326. TWO
DAYS (48 HR.) N0110E 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
VEGETATION OUTSIDE THE CONSTRUCTION ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED B Y CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL
TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED 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 REVEGETATION'OF EN11RE SITE.
11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL
BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BE CITY INSPECTOR.
nx
4 4-
TE
CB
FILTER SOCK WITH
OVER FLOW HOLES
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 ON ALL EROSION CONTROL]
MEASURES BEFORE WORK CAN BEGIN.
-0-F.- ....-E-OV N'D-S
REVISIONS
AeMyu Ay DATE STANDARD DETAIL
D. GEBERT 10/06/03
D. GEBERT 05/19/05 TEMPORARY SEDIMENT TRAP FOR CATCH BASO
lag 0_ 1 qC30 D, GEDERT 05/05/06 ' DATE 7/24/01 SCALE INTS DWG NO. E1.3
R. ENGLISH - 11/01/13 1 1
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)
FILE
JUL 2 3 20155
BUILDING DEPAR71VIV
CITY OF EDMONDS
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
A P )V 'D,�S NOT
W Date:
B Y.-
CITY BUILDING DiPARTIMENT
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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1 $9 =20'
DRAWN
CHECKED
SHEET
J.T.T.
DATE
F.B.
6-12-15
527, P.54
C 1
PFN
OF2
ISA 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 EXCAVATIONS 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 DETENTION SYSTEM HAS BEEN
PROVIDED. THE ALLOWABLE IMPERVIOUS IS 3,737 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 2,763 SQ. FT.
DRIVEWAY 726 SQ. FT.
PATIO 132 SQ. FT.
WALK 80 SQ. FT.
STOOP 9 SQ. FT.
TOTAL 3,710 SQ. FT.
TOTAL MITIGATED 3,737 S.F.
IMPERVIOUS AREA
ALLOWED FOR LOT 5
PER REVISED PLAT
DRAINAGE PLAN
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 AC11\ATY=9,000±SF
4. EARTHWORK QUANTITY. EXCAVATION= 1 00±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)
1 +
3.710
TOTAL REGULATED IMPERVIOUS AREAJ
1 3.710
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S)
3,710
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
10' PRIVATE WATER --J
EASEMENT #1 TO
L
BENEFIT LOTS 2 & 31
10'PRIVATE WATER EASEMENT #2 TO
BENEFIT LOTS 4 & 5.
...... ...........
A SEE DETAIL 8
TORM WATER
...............
EASEMENT TO
'HELBARGER'S
HOA,
.............................
........... . . . .....................................
...................................... .. .......
.. .........................
........................... ..........
. .. .... 6
8,257 SF
T.
10' PRIVATE DRANAGE EASEMEjRT #2 TO BENEFIT
LOTS 4, 5 & 6,
j .... ..... .. ..
SEE DETAIL D'
9.9Z5 SF
............
UNDERGROUNDPOWER AND
COMMUNICATIONS LINES
COM. box
OTING DR dN 0.0.
44'-1* PVC UNDERGROUND
10' PUBLIC P=90.48
%I-c4 n,) Ajrni�A WATER SERVICE, GAS SERVICE.
UTILITY
EASEMENT T
A 42.00'
I X SEWER
(b INV=90.0
I V=85.93
0
5
C.0 _b
-P
V
COM. Box
- - - - - - - - - - - - - - - -
`V=1
INV=
VT
..........
T� STUB
6.25j:
..A
2 6
-'0.26
U, OF
I �2�16'-4*PVC
...SS 0 17.00%
STOOP
9 SF
8.00'
8 00'
FF
1
1
�0
.0
9,.;.
2.00'
1ATE DRAINAGE
iz 1 oo' PLAN M2870133FT
NT #1 TO
LOTS 1, 2 &,,3,
ROOF DR
IN C.O.
0 MF=93.10
C�
U I
bt
TOP=91.
INV=86.'5
32
___P
clii'
2.00'
CD I
COVERED
A
.... .. . . ..........
PO PORCH 32 SF
I
IL
2
0
8,170 SF
2.00'
1.00,
2. 0
................
-2.00'
"PIATIO
1
9.50'
1132 --SF
5.00'
................
04
C� 19.50'
0
0
57 _4!PVCC'% . SD
SID
FOOTING DRAIN C.O.
. . ... .. TING
TOP=9(.38 .. . _f CO�NECT TO EXIS
.......... .. FOOTING DRAIN LINE
INV=87 28 (VERIFY)
INV=87.6± (VERIFY)
FOOTING DRAIN C.O.
R06F DRAIN C TOP-90.86
0.
TOP=90.31
INV=87.72 (VERIFY)
1 88.13 (VERIFY)
NV=
..........
. ..... ........
INV-88.88
GRADE YARD TO
DRAIN TO YARD
DRAINS
INV=88.17
C7�
cq
0
cq
0
0 U)
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T
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0
0
0
CZ
0
C11 0
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cq
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14
0
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a
PROJECT INFORMATION
OWNER/ I APPLICANT
ECHELBARGER INVESTMENTS, LLC
4001 198TH STREET' S.W.
LYNNWOOD, WA 98036
425-673-1100
REGISTRA11ON NO. ECHELIL90506
ZONING
RS-8
PARCEL NUMBER
01144700000500
PROPERTY AREA
IUiAL LOT AREA - 8,441 SQ. FT
PROPERTY ADDRESS
21813 86th PLACE W.
LEGAL DESCRIPTION
LOT 5, PLAT OF SHAW LANE
ENGINEER /SURVEYOR
CONTACT. JEFFREY TREIBER
LOVELL-SAUERLAND & ASSOCIATES, INC.
19217-36TH AVENUE W. SUITE 106
LYNNWOOD, WA. 98036
PH.: 425-775-1591
E-MAIL: JEFFTOLSAENGINEERING.COM
WATER SERVICE
CITY OF EDMONDS
TELEPHONE
VERIZON
ELECTRICITY
P.U.D. NO. 1 OF SNOHOMISH COUNTY
SANITARY SEWER SERVICE
CITY OF EDMONDS
NATURALGAS
PUGETSOUND ENERGY
19217 36th Avenue W.
Suite 106
Lynnwood, WA 98036
phone: (425)775-1591
e-mail: info@lsaengineering.com
web: Isaengineering.com
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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
<
ry
0
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.
n
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<
BENCH MARK-
�7
PROJECT BENCH MARK
0
TOP OF CONCRETE MONUMENT IN CASING AT THE INTERSECTION OF 86th PLACE
W. AND 218th STREET S.W.
ry
:2
>
ELEVATION : 100.00
r)
�7
0
-..,
DATUM ASSUMED
FOOTING DRAIN8 NOT
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0
0
'TO
TO BE TIED IN
0
DET000H 8Y.STEM
Ljj
0
<
1
0
ACCEPTABLE TIffiTLM
z:
0
U)
:2
<
MATERIAL
3DR 35
ry
0
SCH 40
r)
N -12
7-
0
F810 HANCOR
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OWNER/CONTRACTOR RESPONSIBLE
FOR LOCAnNG ALL ON -SITE UITIUTIES. R RE IS U 83
LLJ
RELOCATIONIREVISION TO ANY UTILMES
JUL 2 3 2015
41
V)
MAY REQUIRE SEPARATE PERMIT
BUILDING DEPAR71VIENT
CITY OF EDMONDS
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MTND,0R,WA)
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
SCAlz 1 $1 =20'
DRAWN
J.T.T.
CHECKED
J.T.T.
I
SHEET
1
DATE
F.B.
6-12-15
, 527, P.54
C2
OF2
PFN. PLN20120043
LSA FM NO - 5383