ENG PROJECT ASBUILT* - 19.1% CENTERLINE SLOPE APPROVED VIA WAIVER
DURING SHORT PLAT REVIEW/APPROVAL
27040700403500
SEWER SERVICE, �M
P�
r' TO BE INSTALLED 0�
AT TIME OF
SHORT PLAAT
CONS`CTION
(2) 1" COPPER~'SERVICE LINr�/ n j
OP:7,-2�2-7 1�97( B) x
IE-- &9-§269.27(AB .
_...._.1=- POLY WATER 17
3f ( _SERVICE. CONTR-ACTIORµi"O
�' EXISTING ACCESS -INSTALL
SERVICE--
` I AND UTILITY,- - 1�II �NACER W
f EASEMENT
AF# 201808135001-`= _ _.�
CTR CLAN = 25a.70
- 270418041 BT200 - -
27041 f
LEGAL DESCRIPTION (ENTIRE PARCEL
(PER THE FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE
COMMITMENT NO. 4229-1876636 DATED AUGUST 1, 2012 AT 7:30 A.M.)
PARCEL B:
A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS OVER A STRIP OF LAND 20 FEET IN
WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON NORTH LINE OF SAID NORTHWEST QUARTER OF THE
NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SOUTH 89-56' EAST 280 FEET FROM
THE NORTHWEST CORNER THEREOF;
THENCE SOUTH 100 FEET, THENCE SOUTH 20' WEST 100 FEET; THENCE SOUTH 14'26'30"
EAST TO SOUTH LINE OF NORTH 221 FEET OF SAID SUBDIVISION. EXCEPT ANY PORTION
THEREOF LYING WITHIN THE MAIN TRACT.
SITUATE IN THIS SNOHOMISH COUNTY, WASHINGTON.
MARK CENTER OF
HOLE W/ 1" CAPPED
PVC FLUSH WITH
SURFACE
FG=272.0 -
2'f
TOP=270.0 -
1'
IE= 269.0 -
BOTT 266.0
4" PVC INLET
1E=269.0
TV-- _ 2„ PVC �'� "�` ^
SOIL AMENDMENT NOTE:
.--
;,;...�.- • �• ._.--: �,, l
ANY AREAS OF THE SITE THAT ARE GRADED
OR COMPACTED DURING CONSTRUCTION
� � �,.---' ��...�• y" �� -•^
.- `� � ? �
THAT WILL BE LANDSCAPED FOR FINAL
STABILIZATION SHALL HAVE THE TOPSOIL
AMENDED TO MEET BMP T5.13 IN CH. 5,
VOL. 5 OF THE DOE SWMMWW.
--
N TO INFILTRATION TRENCH
'� � � _ .• � - �
DRIVEWAY NOTE:
- MAX. DRIVEWAY SLOPE SHALL NOT
Ni L 36'X6', SEE SECTION ' ; • € +
27040700404200
EXCEED 147.
gG 6 -:�
- -.._CB "
I
j
- GRADE DRIVEWAY TO DIRECT RUNOFF TO
RIM273.70(AB)
Ll I- -••- 1
SHORT PLAT ACCESS TO WEST & SHORT
_ 4» PVC .�/___._IE(S)=269.80(AB�_ IE =269;01.4%
PLAT DETENTION SYSTEM.
E' 134.35
UTILITY NOTE:
- _
-
ALL UTILITY SERVICE LINES WEST OF
12 L 6". PVC
/
THIS PARCEL WILL BE INSTALLED AS
S=20E C%
x-
#
PART OF THE SHORT PLAT
- - - -
\,
,
10Sgj�
f 20°
IMPROVEMENTS W/ STUBOUTS EXTENDED
- -SPACED
r_
INGRESS, EGRESS
ONTO THIS PARCEL.
NCO w WOOD
--
I
& UTILITY
{ �
- 1 FOOT MINIMUM VERTICAL SEPARATION
_c> D'ECK�
ESM'T
TO BE PROVIDED BETWEEN THE DRY
° a
IE=2714
-
_
qF#1614380 &
I 1619753
UTILITIES & SEWER, WATER, AND STORM.
-
-
40
- 3 FOOT HORIZONTAL SPACING TO BE
-..._
-
r
_-
PROVIDED AS WELL.
�(AB
o
_CSC®
TOP-
276.4
{AB
I r 27041800106000
* SIDE SEWER PIPE DIAMETER MAY BE
PROP.V C:ONC .OR ASPH
M.
IE=
73.82(AB �
o �~
O _- .
REDUCED TO 4" ONCE THE PIPE ONLY
__D/W (SEE NOTE)
`' I
SERVICES ONE RESIDENTIAL UNIT.
78
uj
Ile)
/
-'
ANY STORM STRUCTURE W/ A RIM TO IE
R __ __
'^
J
co
DIFFERNCE OF MORE THAN 5' SHALL BE A
4 .PROP. SFR
C.
m
o '.
TYPE II MANHOLE.
ER
(Z,957 SF).
pip
)NE & f-
f F. ='2 79 : 2 -�
7
2' OF PIPE COVER REQUIRED FOR ALL PIPES
,
._.r
OAR=279.0* n
- /
? I
UNDER DRIVEABLE SURFACES & 1 UNDER
BOX
a
LANDSCAPE AREAS.
01138300099900
WOOD "' I`?
-2,7041800109300
"�
r
3 I
STORM DRAINAGE AREA SUMMARY
TOTAL IMP. APPROVED WITH SP =8,050 SF
IMPERVIOUS CONSTRUCTED W/ SP =1,511 SF
SITE DATA
SITE ADDRESSES: 8344 OLYMPIC
VIEW DR.
TAX ACCOUNT NUMBERS: 27041800109300
OWNER f APPLICANT
SURVEYOR
VECTOR ONE, LLC
PACIFIC GEOMATIC SERVICES, INC
2707 WETMORE AVE, SUITE B
KERREL BELL, PLS.
EVERETT, WA 98201
6608 216TH ST SW, SUITE 304
MOUNTLAKE TERRACE, WA 98043
425.778.5620
CIVIL ENGINEER/CONTACT
WETLANDS BIOLOGIST
OMEGA ENGINEERING, INC.
WETLAND RESOURCES, INC.
JOSEPH SMEBY, PE
JOHN LAUFENBERG
2707 WETMORE AVE.
9505 19TH AVE SE, SUITE 106
EVERETT, WA 98201
EVERETT, WA 98208
425.387.3820
425.337.3174
F: 425.259.1958
4 W_ awba 1-1,12 INCH WASHED ROCK
► . 140N OR EOUAL)
1�
SEASONAL HIGH
DRYWELL DETAIL
NOT TO SCALE
(TO BE INSTALLED AT TIME OF BUILDING PERMIT)
FG=272-274 ---
VARIES
TOP=270.0 -
0.5'
0.5'
IE= 269.0 -
J. 0'
BO TT= 266.0 -
LOT A -APPROVED BUILDING PERMIT
(SEE SOIL NOTE) IMPERVIOUS SURFACES =2,361 SF
LOT B- BUILDING PERMIT
. N PROPOSED IMPERVIOUS SURFACES =3,716 SF
r
-//L //VLr7 VY/`lJr1r_U rV-vc.r%
DRAINAGE GEOTEXTILE
(TOP & SIDESOONL)�L) \6" PERF. PVC @ 0.009"
J 0'
ROOF INFILTRATION TRENCH DETAIL
NOT TO SCALE
(TO BE INSTALLED AT TIME OF BUILDING PERMIT)
* GARAGE ELEVATION NOTE:
GARAGE ELEVATION PROVIDED IS THE
ELEVATION AT THE DOOR TO THE DRIVEWAY.
274.6
12
-2z.�..9:2
�_ 8_,DEV. FLOW
wi D
D
�._,�
_ RROWS
TYP.)
�_.-.........: _�...__
O 279.44
274 4
°
10,
274.E 16' a 10'
PA -ED o 278.81
278.18
I
1 279.0
279.0
SPACED WOOD
DECK .
DRIVEWAY DETAIL
1 = 20"
PROP. SFR
(2,957 SF)
F.F.=279.25
GAR=279.0*
HEIGHT CALCS:
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)
Z
2021 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
0
WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET
a
SOUND BASIN (CURRENT EDITION)
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS
n=
U
STANDARD DETAILS, UNLESS NOTED OTHERWISEco
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN
W
PROGRESS.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL
GOVERNING AUTHORITY.
5. 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
W
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.
Q
0
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY
OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED
a
a
APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER
Q� .
AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION
OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING
8
'••
UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER
: 2
ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE
C-2
FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT
ARISE.
8. 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
O% 'k•...••' '
CONSTRUCTION.
TO r\
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING
WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS.
11. 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
C)STRICT
COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE
0
PROJECT GEOTECHNICAL REPORT.
13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO
BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIOE ACTIVITIES (i.e. HEAVY
Z T
EQUIPMENT, STOCKPILING). J
MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE
NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC
C)14.
Q
MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL
M
PER GEOTECHNICAL REPORT.
O
15. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO
INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER.
Q
16. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS
W 00
SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE.
17. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE
W
�-'� �.. 'C"�'
SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM.
r+■ i
v
18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL
SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
v // O
19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO
THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE
REQUIREMENTS AND STANDARDS.
CV
20. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER
` v
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.
21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF
THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL.
22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND
111 p (N 00
ROCK MATERIALS ARE REQUIRED.
> CN 00 0n
23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS
Q 0"
SHOWN.
O (D N
24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM
DISTANCE OF 10 FEET OR AS RECOMMENDED BY THE PROJECT GEOTECH.
N LO
CV
25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING
1-- I- d
AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER
W W"-
EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING
IY_
EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS
w
REQUIRED.
I-- W
26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL
N
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.
27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE
Q Z
INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO
EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES
GOVERNING SAID UTILITIES.
Z
28. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
--
29. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE
W
wi
c
REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S
REPRESENTATIVE PRIOR TO BACKFILLING.
W
Z
30. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED,
a
LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S
REPRESENTATIVE AND CITY.
31. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE.
W
32. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO
95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING.
33. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE
PLASTIC FOAM AS A CUSHION BFTWFFN THE UTII ITIFS-
A = 290.0
B = 274,0
C = 273.0
D = 285.0
TOTAL = 1,122.0
AVERAGE GRADE = 280.5
MAXIMUM HT ALLOWED = 305.5
ACTUAL HT = 305.0
N
U
o a -
NOTES
�
Zc
�
1. 10' MINIMUM SEPARATION BETWEEN WATER AND SEWER MAINS AND/OR SERVICES.
1E
2. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR, NOT THE CITY OF
EDMONDS.
W
3. FOR ANY CLEAN -OUT LOCATED WITHIN A DRIVEABLE AREA A DRIVEABLE LID SHALL ALSO BE
O
[�
0
W
INSTALLED. PVC TO BE SDR 35 OR BETTER FOR ALL SEWER SERVICE LINES.
Z
p
Z
STRUCTURAL LOT COVERAGE:
THESE PLANS ARE AS -BUILT DRAWINGS,
0
Iil
O
RESIDENCE 2,457 SF AND THE INFORMATION SHOWN ACCURATELY
LL
Z
�
GARAGE 600 SF REFLECTS EXISTING FIELD CONDITIONS
0
O
0
PROVIDED BY RON HILLIARD, PLS AS OF
U
�.
z
TOTAL 2,957 SF (20%) NOVEMBER 2023.
F-
Oo
N
LOT AREA 14,914 SF
U
6-
GRADIUQ QUANTITIES:
CUT = 200 C.Y.
FILL = 200 C.Y.
GRADING QUANTITIES ESTIMATED BASED
ON CURRENT SITE INFORMATION &
ASSUMED EXCAVATIONS NECESSARY
FOR PROPOSED IMPROVEMENTS.
0 20 40
HORIZONTAL SCALE PERMIT #: BLD2020-0865
CALL 48 HOURS >
BEFORE YOU DIG
811
APPROVED FOR CONSTRUCTION PRD16-0915 DSN.�JMS.
CITY OF EDMONDS DATE:
7/1/20
SCALE:
DATE: 1" =20'
DRAWING NO.
BY: � OF
CITY ENGINEERING DIVISION
SUBDIVISION FILE #;