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OLYMPIC VIEW DR NOTE:
CENTERLINE AND FOGLINE SHALL BE RESTRIPED AS REQUIRED BY
CITY INSPECTOR PRIOR TO PROJECT COMPLETION.
SECTION 18, TOWNSHIP 27N. RANGE 4E, W.M.
CONTRACTOR TO PROVIDE WORK ZONE
SIGNAGE PER TC1 ON WORK TO BE DONE
IN R/W.
CONTRACTOR TO ENSURE SAFE
PEDESTRIAN ACCESS IS MAINTAINED
DURING CONSTRUCTION AND AT THE END
OF EACH DAY SIGN AGE/SURFACING
SHALL BE INPLACE TO ENSURE SAFE
ACCESS DURING NON —CONSTRUCTION
HOURS.
PAVEMENT
RESTORATION LIMITS
NEW MAILBOX
LOCATION (2), SEE
DETAIL, SHEET 5.
HOUSE ADDRESS '
SIGN LOCATION SEE
DETAIL, SHEET 5.
CONTRACTOR TO PROVIDE WORK ZONE l
SIGNAGE PER TC1 ON WORK TO BE DONE l� r
IN R/W. / s
All
/ I
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/10'PROPOSED
_,,,WATER EASEMENT i
TO COVER EXISTING -
/ WATER SERVICE TO
/ LOT C. 13, j ^
/ 20' PROPOSED WATER 11f✓�
/ AND SEWER EASEMENT
/ TO COVER EXISTING
/ SERVICES
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
d0
45
50
55
60
1 65
1 70
LENGTH (FEET)
155
200
250
1 305
1 360
1 425
1 495
570
1 645
1 -
BUFFER VEHICLE ROLL AHEAD DISTANCE .= R
TRANSPORTABLE ATTENUATOR
30 FEET MIN.
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM
TO
WEIGHT SHALL BE IN ACCORDANCE WITH THE
100 FEET MAX.
MANUFACTURERS: RECOMMENDATION.
PROTECTIVE VEHICLE
NO SPECIFIED
MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD
DISTANCE
REQUIRED
THE WORK AREA.
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— AREA OF PROPOSED I %1
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8
SIGN SPACING
= X (1)
RURAL HIGHWAYS
60 165 MPH
5003
RURAL ROADS
45 /55 MPH
5003
RURAL. ROADS A URBAN ARTERIALS
35 /40 MPH
559
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL 4 BUSINESS DISTRICTS
25 130. MPH
2CDS (2)
URBAN STREETS
25 MPH OR LESS
1W± (2)
11ALL SPACING INTERSECTIONSMAND DRIVY BE EUSTED TO ACCOMMODATE
WAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO: FIT
ROADWAY CONDITION.
50' TO 100,
L--6 DEVICE
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W20.70 (OPTIONAL IF
40 MPH OR LESS)
48" 48"
VBE ROAD
WORK
AHEAD
48, 48. 48'
.. W20-78 ONE AD w20-1
ROAD
AHEAD
48 48'
54'To 1w W20.7A W20-4
6 DEVICE
B I MIN. I X I X X I X
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ROAD 48" :. 48'
AHEAD Q i BE
98' 48" 4 W20-7A W28-78 (OPTIONAL IF
PREPARED 40 MPH OR LESS)
48" W20.4 Q.. W20-7A zI TO 8TOP
ROAD BE H W 48' 48"
WORK PREPARED Ili
ONE
AHEAD TO STOP 91 4 :LANE W20-73
ROAD
48' 48" AHEAD
W20-11 W20-7B x 48' 48"
W20-70 (OPTIONAL IF W20-4 ROAD
40 MPH OR LESS) 4 WOHK
j AHEAD 48
+ W20-1
LEGEND
W'
FLAGGING STATION
Q
TEMPORARY SIGN LOCATION
O
CHANNELRING DEVICES
PROTECTIVE VEHICLE
ENGR.
NAL A
ONE -LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
NOT TO SCALE
CHANNELIZATION DEVICE
SPACING FEET
MPH
TAPER
TANGENT
50e65
10 TO 20
BO
35145
10 TO 20
60
2510
10 TO 20
40
NOTES:
1. ALL SIGNS ARE BLACK ON ORANGE..
2,. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS
SHOULDER IS RECOMMENDED.
3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT
FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR
ADDITIONAL DETAILS.
4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
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Washington State
Department of Transportation
TRAFFIC CONTROL PLAN
CALL 48 HOURS
BEFORE YOU DIG
811
p`t 26T
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY:
CITY ENGINEERING DIVISION
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PROJ. NO. DSW BY:
16-0915 JMS
DATE:
10/11/16
SCALE:
1 " =20'
DRAWING NO.
1
OF
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RITTER SP
CENTERLINE AND FOGLINE SHALL BE RESTRIPED AS REQUIRED BY
CITY INSPECTOR PRIOR TO PROJECT COMPLETION.
NEW MAILBOX
LOCATION 12), SEE
DETAIL, SHEET 5.
PAVEMENT
RESTORATION LIMITS
HOUSE ADDRESS
SIGN LOCATION, SEE
DETAIL, SHEET 5.
ATER EASEMENT
TO COVER EXISTING
/ WATER SERVICE TO
/ LOT C.
20' PROPOSED WATER
AND SEWER EASEMENT
TO COVER EXISTING
SERVICES
10' SANITARY
SEWER EASEMENT
REC. NO. 1964556
A SEPARATE ROW CONSTRUCTION PERMIT IS REQUIRED FOR ALL
WORK WITHIN THE CITY RIGHT—OF—WAY.
APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL OF
THE SINGLE FAMILY RESIDENCES AND ASSOCIATED SETBACKS AS
SHOWN ON LOT A. A SEPARATE BUILDING PERMIT IS REQUIRED
FOR REVIEW AND APPROVAL OF NEW SINGLE FAMILY RESIDENCES.
SECTION 18, TOWNSHIP 27N. RANGE 4E, W.M.
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HORIZONTAL SCALE
UTILITY CONTACTS:
SNOHOMISH CO. PUD - 425.670.3214
PSE - 888.321.7779
FRONTIER - 425.263.4023
COMCAST - 425.263.5363
CITY OF EDMONDS - 425.771.0235
AREAS.•
SITE
VICINITY MAP
SCALE: 1" = 2,000'
LEGAL DESCRIPTION CEN TIRE 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)
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ALL OF THE NORTH 221 FEET OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER
OF THE NORTHEAST QUARTER OF SECTION 18, TOWNSHIP 27 NORTH, RANGE 4 EAST, WM,
IN SHOHOMISH COUNTY, WASHINGTON, LYING WEST OF THE FOLLOWING DESCRIBED LINE:
BEGINNING AT A POINT ON THE NORTH LINE OF SAID NORTHWEST QUARTER OF THE
NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SOUTH 89' 56' EAST 280 FEET OF
THE NORTHWEST CORNER THEREOF, THENCE SOUTH 100 FEET, THENCE SOUTH 20' WEST
FOR 100 FEET, THENCE SOUTH 14'26'30" EAST TO SOUTH LINE OF NORTH 221 FEET OF
SAID SUBDIVISION; EXCEPT THAT PORTION, IF ANY, LYING WITHING THE BEVERLY PARK
EDMONDS ROAD;
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.
A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS OVER THAT PORTION OF THE
SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 7, TOWNSHIP 27 NORTH, RANGE 4 EAST, WM IN SHOHOMISH COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTH QUARTER OF SAID SECTION 7, THENCE NORTH 88'57'47"
EAST ALONG THE SOUTH LINE OF SAID SECTION 7, A DISTANCE OF 278.27 FEET TO THE
TRUE POINT OF BEGINNING, THENCE CONTINUING NORTH 88'57'47" EAST, 20.10 FEET,
THENCE NORTH 04'46'23" EAST 48.78 FEET TO A POINT ON THE SOUTH RIGHT OF WAY
LINE OF OLYMPIC VIEW DRIVE, BEING A POINT ON A NONTANGENT CURVE, AT WHICH POINT
THE RADIAL CENTER BEARS NORTH 19'50'26" WEST, DISTANCE 223.60 FEET; THENCE
WESTERLY, ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 50'31'19",
AN ARC DISTANCE OF 21.55 FEET TO A POINT FROM WHICH THE TRUE OF BEGINNING
BEARS SOUTH 04'46'23" WEST, 42.79 FEET TO THE TRUE POINT OF BEGINNING.
(rl�l\IlNf17E9�LL'LOUT
�YC�iI�19���l�§L
jIII DATUM NAM) 88
BENCHMARK
BASED ON SNO. CO. BENCHMARK DESIGNATION 2704,103, POINT ID
NO. 2041 BEING A 1" IRON PIPE AT THE N } CORNER OF SEC. 18
ELEV. = 258.246 FEET
TOTAL LAND AREA - 56,009 SQ/FT
LOT "A" - 13,618 SQ/FT
LOT "B" - 14,914 SQ/FT
LOT "C" - 27,477 SQ/FT
LOT AREA SUMMARIES.•
LOT A LOT B
GROSS AREA: 13,618 SQ. FT. GROSS AREA: 14,914 SQ. FT.
LESS ACCESS EASE.: 1490 SQ. FT. LESS ACCESS EASE.: 1,270 SQ. FT.
NET AREA: 12,128 SQ. FT. NET AREA: 13,644 SQ. FT.
LOT C
GROSS AREA: 27,476 SQ. FT.
LESS ACCESS EASE.: 1009 SQ. FT.
NET AREA: 26,467 SQ. FT.
SITE DATA
SITE ADDRESSES:
TAX ACCOUNT NUMBERS:
OWNER/APPLICANT
VECTOR ONE, LLC
2707 WETMORE AVE, SUITE B
EVERETT, WA 98201
8364 OLYMPIC VIEW DRIVE
27041800101000
CIVIL ENGINEER/CONTACT
OMEGA ENGINEERING, INC.
JOSEPH SMEBY, PE
2707 WETMORE AVE.
EVERETT, WA 98201
425.387.3520
F: 425.259.1958
DRAWING INDEX
1) COVER
2) SWPPP
3) SWPPP DETAILS
4) TREE RETENTION PLAN
5) DRAINAGE & GRADING
6) DRAINAGE PROFILE & DETAILS
7) UTILITY PLAN & DETAILS
CALL 48 HOURS
BEFORE YOU DIG
811
PACIFIC GEOMATIC SERVICES, INC
KERREL BELL, PLS
6608 216TH ST SW, SUITE 304
MOUNTLAKE TERRACE, WA 98043
425.778.5620
WETLAND RESOURCES, INC.
JOHN LAUFENBERG
9505 19TH AVE SE, SUITE 106
EVERETT, WA 98208
425,337,3174
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
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CITY ENGINEERING DIVISION
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PRD16-0915 DSN. BY JMS
DATE:
10/11/16
5c Le:
1.1 =20'
DRAWING NO.
1 7
OF
SUBDIVISION FILE M PLN20120021
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SECTION: TOWNSHIP
- -----------
CB
RIA4=257. 90
1E=255. 85(8 `CPS) -.
CL3
lF_.-=254. 90(12 "Cf' W)
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6"
CB INLET PROTECTION (TYP.)
STORM DRAINAGE INLET PROTECTION NOTE:
FILTER SOCKS TO BE ADDED IN CATCH BASINS LOCATED WITHIN
THE R.O.W DOWNSTREAM FROM CONSTRUCTION SITE AND AS
NEEDED PER E1.3.
SILT FENCE NOTE:
CONTRACTOR TO INSTALL SILT
FENCING WHERE NECESSARY
ALONG PERIMETER IF VEGETATIVE
BUFFER DOES NOT PROVIDE
ADEQUATE PROTECTION.
TOPSOIL STOCKPILE NOTE:
STOCKPILES ARE TO BE COVERED W/
PLASTIC SHEETING WITHIN 24 HOURS.
GRADING OUANTITIES:
CUT = 500 C.Y.
FILL = 250 C.Y.
GRADING QUANTITIES ESTIMATED BASED
ON CURRENT SITE INFORMATION &
ASSUMED EXCAVATIONS NECESSARY
FOR PROPOSED IMPROVEMENTS.
. RANGE 4E, W.M.
�- 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:
7 ~� CURRENT INTERNATIONAL BUILDING CODE (IBC)
2014 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
:J WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET
SOUND BASIN (CURRENT EDITION)
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD
DETAILS, UNLESS NOTED OTHERWISE
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL
-"�• Q" GOVERNINGAUTHORITY.
r J I i
I S. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT"
i 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
( i ' SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT
( - APPROVAL.
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 APPROXIMATE
J 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 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 UTILITY LINES AT CONNECTION OR
CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE
f i
COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE 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 (1-800424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
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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 STRICT
COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT
/ I 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 COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT,
l Ir l
STOCKPILING).
'rr 14. 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 MATERIAL IS PRESENT
/ AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT.
15. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO
INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER
( /
16. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS 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
/ SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM.
/ 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL. SITE
IMPROVEMENTS INDICATED ON THESE DRAWINGS.
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.
/
/ 20, ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND 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.
21. THE CONTRACTOR SHALL KEEP OFFSITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE
STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL.
t 22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK
MATERIALS ARE REQUIRED.
)/ 23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN.
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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.
j 25. 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.
26. 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.
27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE
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.
28. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
29. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED
AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE
PRIOR TO BACKFILLING.
30. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED,
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.
32. TRENCH BACKFH,L 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 BETWEEN THE UTILITIES.
CALL 48 HOURS
BEFORE YOU DIG
811
6.
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CONSTRUCTION SEQUENCE NOTES
SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY
ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO
DAY (48 HR) NOTICE IS REQUIRED.
}
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL Z
NOTES. 0
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3. CALL FOR UTILITY LOCATES.
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4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL U)
W
WHILE PREVENTING DISTURBANCE OF ANY AREAS OF 0
VEGETATIONOUTSIDE THE CONSTRUCTION ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY
OF EDMONDS CITY ENGINEERING INSPECTOR. ALL
TEMPORARY SEDIMENTATION AND EROSION CONTROL W
MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ~
ANY CONSTRUCTION OR SITE CLEARING. EROSION AND p
SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES
SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION
IS ESTABLISHED.
ROUGH GRADE SITE AS REQUIRED TO INSTALL
DRAINAGE FEATURES.
G
7. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE
DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE
DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. .5
(OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION
CONTROL NOTES BELOW)
8. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, IM INCLUDING FRONTAGE PROVEMENTS.
9. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS
PRIOR TO REVEGETATION OF ENTIRE SITE.
10. ESTABLISH LANDSCAPING AND PERMANENT
VEGETATION. ALL TEMPORARY EROSION CONTROL
MEASURES SHALL BE REMOVED UPON FINAL SITE
STABILIZATION AND APPROVAL BY CITY INSPECTOR.
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APPROVED FOR CONSTRUCTION 16-0915 ims
CITY OF EDMONDS DA�:
10l11/16
scI E:
DATE: _ 1" =20'
DRAWING NO,
BY:
CITY ENGINEERING DIVISION 2 OF 7
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APPROVED FOR CONSTRUCTION 16-0915 ims
CITY OF EDMONDS DA�:
10l11/16
scI E:
DATE: _ 1" =20'
DRAWING NO,
BY:
CITY ENGINEERING DIVISION 2 OF 7
bUtiUIVIblUN HIlLt;V FLNZU'IZUU21
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m
SECTION 18, TOWNSHIP 27N. RANGE 4E, W.M.
FILTER FABRIC
SECURED TO Be' II Be
GRATE 14 GA. WIRE FADRtG
EGUAL
2' x a' WWII OR
COUIVALENT
G9
OW
.,`. FILTER 50C1G WITH
+ OVER FLAW HOLES
• JJJ FILTER FABRIC MATERIAL IN
PLACE a/4`-L9' WASHED GRAVF1 IN GDNTINDIIS ROLLS, USC STAfLCS
f THE TRENCH AND E11 BOTH SIDES OF OR WIRE RINGS IQ ATTACH
FILTER FABRIC: FENCE ON THE SUWAGE- FABRIC TQ WIRE,
13
it+_ CATCH BASIN II 11
I WIRE MESH SUPPORT F E
SURPOR FILTER FA IC.
iU
_ �y FttaRv &iiTTDM DF FILTER I _
STRAW BALES MAY BE USED IN I I MATERIAL B° TO 18' 1 I
CERTAIN "CIRCUMSTANCES ME
• • DETAIL E1.1.1?, THIS APPLICAITON
SHALL BE MAINTAINED AT ALL.
TIMES DURING CONSTRUCTION
PERIOD. a' X 2' WOUI1 POSTS OR
EQUIVALENT
Temporary sediment traps shall CONTRACTOR/DEVELOPER SI'IALL MAINTAIN AND REPLACE
be installed in on -site catch STRAW BALES TO INSURE PROPER EROSION CONTROL.
basins as constructed and
existing adjacent offsite CBs to CITY INSPECTION REQUIRED ON ALL
CITY INSPECTION REQUIRED ON ALL EROSION CONTROL protect the storm system from EROSION CONTROL METHODS BEFORE
MEASURES BEFORE WORK CAN BEGIN, construction activities. OTHER VORK CAN BEGIN,
REVISIONS STANDARD DETAIL STANDARD DETA IL
GCKRT 10/06/03 1BP0li1�Pt�YGi7f�1 4"IA _
D. GESERT 09/19/09 I-
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CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE V J (a (1)
DURING THE CONSTRUCTION PERIOD. > Dp W
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BEFORE YOU DIG
811
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
M.
CITY ENGINEERING DIVISION
?XWNO. DSN. BY:
16-0915 JMS
DATE_
10/11/16
SCALE:
1 " =20'
DRAWING NO.
3 7
OF
SUBDIVISION FILE #: PLN20120021
VEGETATION MANAGEMENT PLAN
INN
f
F
DEBRIS FROM
OLD SHED
REMOVAL AND
REPLACEMENT
AREA A
2,806 SQ. FT.
*NO WORK SHALL BE PERFORMED ON PROPERTY OWNED BY SNOHOMISH COUNTY
WITHOUT PRIOR APPROVAL FROM SNOHOMISH COUNTY
VEGETATION MANAGEMENT AREA
INVASIVE SPECIES REMOVAL
AND REPLACEMENT AREA
O EXISTING TREES TO BE RETAINED
—K EXISTING TREES TO BE REMOVED
EXISTING TREES THAT MAY BE
IMPACTED BY CONSTRUCTION
-•- • -•—•-� ORANGE CONSTRUCTION FENCE
Scale 1" = 30'
0 15 30 45 60
PTN. OF SECTION 18, TOWNSHIP 27N, RANGE 4E, W.M.
SITE DESCRIPTION
Wet/and Resources, Inc. conducted a site investigation in May, 2017, to assess
existing on -site native vegetation on the 1.37-acre subject property located at
8364 Olympic View Drive in Edmonds, Washington. The site is located as a
portion of Section 18, Township 27N, Range 4E, W.M.
This site is irregularly shaped, and topography displays a northern aspect to
Olympic View Drive. An existing single-family residence with associated
infrastructure is located in the south central portion of the property. Access is
gained via a common drive off of Olympic View Drive from the northeast.
Surrounding land use is comprised of single-family residences to the east, west,
and south, and Southwest County Park across Olympic View Drive to the north.
No wetlands or streams are located on or adjacent to the subject property.
Typical native vegetation on the subject property is represented by Western red
cedar (Thu. a plicala) Western hemlock ( Tsugahelerophy//a), Douglas fir
(Pseudotsuga menziesirJ big leaf maple (Acermacrophy//umJ, cascara (Frangu/a
purshianaJ, red elderberry (SambucusracemosaJ, vine maple (Acercuc/naluin),
Oregon ash (Fraxinuslatifolia), salmonberry (Rubusspectabil/s) salal
(Gaulther/a sha/lon), Rhododendron (Rhododendron, sp) dewberry (Rubus
ursinusJ, and sword fern (Polystichuinmunilum).
Typical non-native or invasive species that are present on the subject property
includes cherry laurel (Prunuslaurocerasus), English holly (//exaquifo/ium),
Himalayan blackberry (Rubus armen/acus), and English ivy (Hedera he/%t).
PROJECT DESCRIPTION AND ECDC 23.90.040 COMPLIANCE
The applicant is proposing a 3-lot short plat for the subject property, currently
zoned RS-12. In the city of Edmonds, subdividable properties in the RS-12 zones
are required to retain or create an area of native vegetation equal to 30% of the
total lot area, per ECDC 23.90.040.C.. The goal of 30 percent native vegetation
can be met through maintaining existing native vegetation, establishing native
vegetation, or a combination of both.
Native vegetation is proposed to be maintained in two areas, together covering
thirty (30) percent of the lot (17,800 square feet). Currently, these areas are
comprised of established tree canopy, with greater than 40 percent canopy cover,
and understory dominated by native species. Areas of non-native or invasive
species exist within the both management areas, as indicated on the map.
These species, including English ivy, Himalayan blackberry, English holly and
cherry laurel, will be removed and native plants will be installed, where
necessary.
Depending on the extent of grading necessary to construct homes on Lots A and
B, it is estimated that seven conifers located along the fringes of the northern
vegetation management area (Area 2) could be impacted and potentially
removed. Care shall be taken to retain the trees within the vegetation
management areas to the maximum extent possible. If any of the trees within
the management areas are damaged, mitigation shall be provided at a 2:1
mitigation ratio (i.e. install two trees for every tree damaged/removed).
If any changes to the boundaries of the vegetation management areas or the
provisions of this plan are desired by the future homeowners, they shall be
submitted to the City of Edmonds for review and approval. Any requested
changes shall be in conformance with Edmonds Community Development Code.
INVASIVE SPECIES REMOVAL AND REPLACEMENT PLANTINGS
Himalayan blackberry, English ivy, English holly, and cherry laurel shall be
removed from the vegetation management areas. Management Area 1 contains
English ivy and Management Area 2 contains all four of these species. The
removal program will commence in the late fall, during the dormant period. The
undesirable species will be identified, removed, and disposed of off -site.
Removal methods will include the use of a hand tools to remove the vines and
shrubs, while taking care not to impact native species. Due to the presence of
established trees and shrubs, removal of invasive species is not anticipated to
create large unvegetated areas. However, to reduce the potential for erosion and
discourage re -colonization by invasive species, areas where invasive species are
removed shall be planted with a variety of one -gallon plants on five-foot centers
and sheet mulched. Plants shall be installed in late fall. The following list
includes appropriate species for this site.
Common Name
Latin Name
Size
Spacing
Quantity
Sala[
Gaultheria shallon
1 gallon
5'
TBD
Oregon grape
Mahonia nervosa
1 gallon
5'
TBD
Vine maple
Acer circinatum
1 gallon
5'
TBD
Oso-berry
Oem. cerasiformis
1 gallon
5'
TBD
Red elderberry
Sam. racemosa
1 gallon
5'
TBD
Salmonberry
Rubus spectabilis
1 gallon
5'
TBD
Thimbleberry
Rubus parviflorus
1 gallon
5'
TBD
Pac. rhododendron
Rhod, macrophyflum 1 gallon
5'
TBD
TREE PROTECTION MEASURES (ECDC 18.45.050.H)
When tree cutting or land clearing will occur pursuant to a building permit,
protection measures should apply for all trees which are to be retained in areas
immediately subject to construction. The requirements listed may be modified
individually or severally by the city if the developer demonstrates them to be
inapplicable to the specific on -site conditions or if the intent of the regulations will
be implemented by another means with the same result.
Where the drip line of a tree overlaps a construction line, this shall be indicated
on the survey and the following tree protection measures shall be employed:
1. The applicant may not fill, excavate, stack or store any equipment, or compact
the earth in any way within the area defined by the drip line of any tree to be
retained.
2. The applicant shall erect and maintain rope barriers on the drip line or place
bales of hay to protect roots. In addition, the applicant shall provide supervision
whenever equipment or trucks are operating near trees.
3. If the grade level adjoining a tree to be retained is to be raised or lowered, the
applicant shall construct a dry rock wall or rock well around the tree. The
diameter of this wall or well must be equal to the tree's drip line.
4. The applicant may not install ground level impervious surface material within
the area defined by the drip line of any tree to be retained.
5. The grade level around any tree to be retained may not be lowered within the
greater of the following areas: (a) the area defined by the drip line of the tree, or
(b) an area around the tree equal to one foot in diameter for each one inch of tree
caliper.
6. The applicant may prune branches and roots, fertilize and water as
horticulturally appropriate for any trees and ground cover which are to be
retained.
The planning division manager or his/her designee may approve the use of
alternative tree protection techniques if those techniques provide an equal or
greater degree of protection than the techniques listed above. [Ord. 3646 § 1,
2007].
TREE PROTECTION FENCING
Orange barrier fencing shall be installed to demarcate Vegetation Management
Area 2 prior to site disturbance. The fencing shall follow the locations shown on
this plan, but shall extend into Lots A and B to follow the drip lines of protected
trees to remain within Area 2 (see Tree Protection Measures on this plan).
POTENTIAL TREE IMPACTS AND MITIGATION MEASURES
Based on the tree survey provided, it appears that seven trees could potentially
be impacted from proposed grading activities. The trees are located along the
edges of the northern management area (Area 2), adjacent to the proposed
building areas on Lots A and B, as indicated on this plan. The trees lie wholly or
partially within the management area, and range in size from 8 to 26 inches in
diameter at breast height (dbh). If any trees located within the vegetation
management areas are impacted during clearing or grading activities, mitigation
shall be provided at a 2:1 replacement ratio utilizing the following species list.
Replacement trees must be a minimum of 6' tall at the time of planting.
Replacement trees shall be installed in November for the greatest likelihood of
survival.
Common Name
Latin Name
Size
Spacing
Quantity
Douglas fir
Pseudo. menziesii
6' tall min.
Variable
TBD
Western red cedar
Thuja plicata
6' tall min.
Variable
TBD
Western hemlock
Tsuga heterophylla
6' tall min.
Variable
TBD
Any disturbance to the vegetation management areas caused by future work on
utility lines or other construction activities not related to this short plat shall be
mitigated according to a plan designed to address that impact and approved by
the City.
GRASS SEEDING
Any disturbed ground located within the vegetation management areas shall be
seeded to the recommended, certified grass seed mixtures below for erosion
control. Fertilizer shall only be used when absolutely necessary due to potential
runoff into sensitive stream and wetland systems. If deemed absolutely
necessary by the consulting biologist and/or city representative, a fertilizer such
as 16-16-16 shall be applied at 100 pounds per acre.
Common Name Latin Name Ibs.M.000 91
Colonial bentgrass Agrostis tenuis 0.6
Annual ryegrass Lolium mu/titlorum 0.3
White clover Trifolium repens 0.2
PLANTING NOTES
Projects of this nature are typically more complex to construct than can be
described in plans. Monitoring by the contracted biologist or other qualified
professional is recommended for all portions of this project.
Plant in the early spring or late fall. Order plants from a reputable nursery. Care
and handling of plant materials is extremely important to the overall success of
the project. All plant materials recommended in this plan should be available
from local and regional sources, depending on seasonal demand. Some limited
species substitution may be allowed, only with the agreement of the consulting
professional or the City of Edmonds.
The plants shall be arranged with the appropriate numbers, sizes, species, and
distribution to achieve the required vegetation coverage. The actual placement
of individual plants shall mimic natural, asymmetric vegetation patterns found on
similar undisturbed sites in the area.
Colored surveyor's ribbon shall be placed on each planted tree and shrub to
assist in locating the plants while removing the competing non-native vegetation
and to assist in monitoring the plantings.
Wood chips, hog fuel, bark or other suitable material shall be used for mulching
in the planting areas. Mulch is to be placed in a two -foot diameter area at a depth
of three to four inches around each installed plant. A four -inch diameter ring
around the base of each plant shall be kept free of mulch. In addition, areas
which are left bare by extensive removal of invasive vegetation should be sheet
mulched.
MAINTENANCE
The planting areas will require periodic maintenance to remove and control
invasive species. The plantings shall be maintained at least twice a year in the
late spring and fall, or as needed to assure the success of the plantings.
Maintenance may include, but will not be limited to, removal of invasive
vegetation (by hand), replacement of plant mortality, and/or the replacement of
mulch for a period long enough to successfully establish the native plants. If
significant areas of invasive species are removed during maintenance activities,
they shall be planted with a variety of species listed under "Invasive Plant
Removal and Replacement Plantings" on this plan. In all cases, all maintenance
activities and/or vegetation cutting must be consistent with the applicable
provisions of the tree cutting code (ECDC 18.45) and critical areas code (ECDC
23.40 through 23.90), or as amended.
USE OF THIS PLAN
This Vegetation Management Plan is supplied to Bolin Construction, LLC, as a
means of describing on -site vegetation management, as required by the City of
Edmonds during the permitting process. This plan is based largely on readily
observable conditions and to a lesser extent, on readily ascertainable conditions.
No attempt has been made to determine hidden or concealed conditions. Plans
may be adversely affected due to the physical condition of the site and the
difficulty of access which may lead to observation or probing difficulties.
The laws applicable to wetlands are subject to varying interpretations and may
be changed at any time by the courts or legislative bodies. This report is
intended to provide information deemed relevant in the applicant's attempt to
comply with the laws now in effect.
The work for this plan has conformed to the standard of care employed by
consulting ecologists. No other representation or warranty is made concerning
the work or this plan and any implied representation or warranty is disclaimed.
Wet/���leeso�rces, /mac.
Delineation 1 Mitigation / Restoration /Habitat Creation /Permit Assistance
9505 19th Avenue S.E. Suite 106 Everett,Washington 98208
Phone: (425) 337-3174
Fax: (425) 337-3045
Email: mailbox@wetiandresources.com
;IVCF � :D
viM 26 2011
ENGINEERING OVISII
PLN20120021
VEGETATION MANAGEMENT PLAN
RITTER 3-LOT SHORT PLAT
n Construction, LLC
Box13377
rett, WA 98206
Sheet 1/1
WRI Job # 17107
Drawn by: JL
Date: 05.24.2017
UTILITY STUB NOTE: STORM DRAIN NOTE:
ALL NEW UTILITY STUBS SHALL BE MARKED ALL NEW CB'S AND SDMH'S SHALL BE
WITH A 2 X 4 PAINTED WHITE WITH BLACK INSTALLED WITH VANED GRATE UNLESS
LETTERING SIGNIFYING THE UTILITY. NOTED ON PLAN
1 L 2 D. 70 (CE_N TL-.._R
OF C l JANLUEL_, E- W_ '5) �
REFER TO DETAIL
E2.3, SHEET 7
--------------------
CONNECT TO
EX. CB
IE=255.85
STA
BITTER SP
SECTION 18, TOWNSHIP 27N. RANGE 4E, W.M.
STORM DETENTION P?&�SEE /--�� SDMH #5 TYPE II-48"
Cam. 1 PROFILE AND DETI3IL; SH XT 6sv;' �T1�24'�>�,` 1.2'LT fCTR STCR)
" ATCH EX. / f J yr %
STA 204 8, 0.0'LT((CTR GIRT) %
EXISTING SEWER SERVICE NOTE:
THE CONTRACTOR SHALL FIELD VERIFY THE
INVERT ELEVATIONS OF THE EXISTING SEWER
SERVICE AT THE WESTERN PROPERTY LINE, AND
BOTH LOCATIONS WHERE THE REALIGNED SEWER
PIPE WILL TIE INTO THE EXISTING SEWER SERVICE.
THE CONTRACTOR SHALL ENSURE THAT A MINIMUM
SLOPE OF 0.0200 ft/ft IS OBTAINED FOR ALL
REALIGNED / NEW SEWER SERVICE LINES.
�' f / / j CONSTRUCTION NOTE
J�✓
- - _ - - - --- N ALL ON -SITE DRIVE IMPROVEMENTS SHOWN ON PLAN TO BE
CONSTRUCTED WITH LOT A BUILDING PERMIT SINCE GRADING
r �✓ \N ! , �� OF DRIVEWAY IS DIRECTLY IMPACTED BY LOT GRADING AND
FUTURE FOUNDATION.
FOOTING DRAIN/ _.
_. WALL DRAIN •. THEREFORE, LOT CONSTRUCTION ON LOT B MUST BE
� 2 O f J I 'r CONNECTION COMPLETED CONCURRENTLY OR AFTER LOT A
6` PVC CONSTRUCTION.
DRIVEWAY APPROACH OFF OF OLYMPIC VIEW DRIVE MAY BE
REDUCE( DEFERRED TO THE TIME OF LOT A CONSTRUCTION IF ALL
-
C> F1PE NECESSARY BONDS HAVE BEEN SUBMITTED TO THE CITY OF
- - - - I / i / 0 10 20 EDMONDS PRIOR TO FINAL SHORT PLAT RECORDING.
' _ ._ _._. _ .. HORIZONTAL SCALE
Q �S �! r� M
r (�I s yy __. Q_ ' I / I BUILDING FOUNDATION R
�- DONMSPOUT _ _ _
I" FINAL WALL DESIGN FOR PROPOSED WALL LOCATED
CONNFt•TICN NORTHWEST OF LOT A FUTURE SFR SHALL BE SUBMITTED FO
/ p�/ PERMIT REVIEW ALONG WITH LOT A
6/" "C PLAN TO ENSURE PROPER COORDINATION BETWEEN
�L / rr /� I /�I / STRUCTURES. NO ON -SITE CLEARING OR GRADING SHALL
R % rr^
-- 2 r 3.5 v J I ''^ % I ,- ^�.. OCCUR UNTIL THE LOT A BUILDING PERMIT AND WALL PERMIT
1 / ' _ r _ HAVE BEEN ISSUED.
�A
� _ CQ Imo,,-•'� I �`"
- 'DOWNSPOUT �I ` SOIL AMENDMENT NOTES
f,.'"•-/ --36" ...REDUCER` � r-- - -" CONNECTION
_ - r PIPE - 6" CONNECTION } 1 /
- ' / , -. CONTRACTOR SHALL REFER TO APPROVED LANDSCAPE PLAN TO DETERMINE WHICH
SD 11-48"-_ AREAS WILL BE TURF OR PLANTING BEDS AND AMEND AS REQUIRED.
i STRUCTURE
--'TOP=268.0 ...-- .-- I ---`
' STA 1+50,0 .J_2'RT-(CTR� STCR) / f I I _..._.__ _ ' r`' ., AMENDMENT WORK SHALL ONLY BEGIN ONCE THOSE AREAS TO BE AMENDED HAVE
✓ ,r / I ✓ / TOE=259.0 , ` . REACHED FINAL GRADE AND WILL CLEARLY NOT BE IMPACTED BY ANY OTHER SITE
..STA- 4-+b0.o, 0.0 LT (CTR GR�- __--. � � �.. -_._ _ _ - L.._... -._ ..�-- I �' --- ,.-
_� � .. � _ . -- •` ___ _�_ --- � r' I , �...- WORK.
COE= 2.0 _CONNECT BLOCK _ __.. -
r _.__ __ .__ ._.__ _
✓ ! / �� i - _. ---- ---- - - ---- / REFER TO DETAILED SPECIFICATIONS/OPTIONS IN TABLE 1, THIS SHEET.
---' / �._.-- �-'' ,r % I % I .''�• v,-•� � � WALL TO CONCRETE -
WALL/ T -
EXTENDED
TDP 76.0 WA_ _._ ---- _ I ____-----.-_� }f �'� IMPERVIOUS SURFACE CALCS
�r r /T =266.0 - ~-- -- / H F _• _ _ _ J.- I _- _- -- 1 -.% - , EXISTING SFR, WALKS & PATIO (LOT C): 3,940 SF (TO REMAIN)
I % r i r / _._ -= _ - _.._ _ - ._ _ % - EXISTING DRIVEWAY: + 5,876 SF
✓ / / / / -- LO'_f A r - TOTAL EX.. = 16 SF
5 V _ _ _ PROPOSED FUTURE SFRs W/ OVERHANGS 6,050 SF
PROPOSED WALKWAY/PATIO: (INCLUDED WITH SFRs AREA)
✓ �/ r r / - -''`� _.--•''- _ �n----""""� -- -I� PROPOSED DRIVEWAYS/ACCESS:+ 2.000 SF
_
4 TOTAL PROP.: = 8,050 SF
TOTAL IMPERVIOUS AFTER FINAL CONSTRUCTION: 17,866 SF (ALL LOTS)
I
f
#
r
1 %
12 THE ADTH SHALL 13E
30 HIGH REFLECTIVE WHITE, SET ON
WkGROUND.
40DRESS SIGNS ARE REOUIREO WHEN THE
CORES i FROM
PLACED ON ► WOOD
s
HEIGHT TOBOTTOM i•
F SIGN SHALL BE 30"
POST C4VINGF",,'"PORT OUT
NOT ® EXCEEb ILlAr DTA IRON
*:4X4:j,9EAtED WOO DEN POST
CONSTRUCTEDPOE
•
ADORM SIGN SIGNS $HALL OF
• R ARTERIAL
AND COLLECTOR STREET SIGNS,
MINIMUM SIZE $HALL BE i
WITH L017MING 6' TALL. FOR i -
«ESIDENTLAL
.i
IN BOTH CASES LElTERING WILL BE
® GREEN BACKGROUND.
i.
ACP ROADWAY
POSTSEXIST
CONCRETE
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Table 7
Options for Meeting the Compost -Amended Soils Requirement for Turf and Planting; Bed Areas
Option (Choose
one)
Turf (grass or lawn) Areas
Planting Bed Areas
I - Compost -Amend
existing soils (See
I, Ensure that there is at Last 6 inches (in) of existing soil in the
I. Ensure that them is at least 5 in of existing suit in the disturbed area
Figulu 1 forturfand
disturbed area (if not add topsoil).
(if not add topsral).
Figure 2 far planting
2. Place I inn to I U in of compost on top of existing suit Tilt or
2. Place 3 in of e t on tup of existing soil Till or otherwise mix
beds)
otherwise mix the compost into the top 6 inches of existing soil such
the compost into the to 6 iw6" ftliting soil such that the depth
that the depth right after mixing is about 9.5 in (mixing will entrain air
right after mixing is 06A9 5 in (mixing will entrain air into the
into the mixture and make it fluffy). It may be necessary to loosen
mixrme make its). it r he tiletx to (scarif j
(scarify) existing soil to facilitate this mixing.
existing soil to facilitate this Imixiuo-
3. Water or roll to Slightly compact to the 9,5 inch compost-arneaded
3. Water or roil to st nlitiv compact to the 03inch oumpost-amen&A
soil layer to approximately 8 inches.
soil layer to approxim"y 8 inches.
4. Rake to smooth and remove surface woody debris and rocks larger
4. Rake to smooth apdramaw; tanks larger lhan 2 inch in
than I inch in diameter (if any).
diatrteler (if auy)'
5. Mulch planting beds with Z ttf 4 inchn of organic moth (i e,,
For 100 sayare feet of turf area A I Ya to 1 3f4 inch lift requires -14 cubic
arborist wood clips, "leak,,. - RecowmendadAntrotiaired.
feet or - V%cubic yard of compost.
For 100 square feet of planting bed amac A 3 inch lift requires "collie
feet or -I cubic ofcompost
2 -Import
Topsoil/Compost Mix
I . Place a 3 inch thick layer of a topsoiltcompost mixture that contains
I . Place a 3 inch thick layer of a etxalpost mixture that stains
4% to 5% organic matter (typically 25-35% compost by volume - the
approximately, 10% organic matter (typically 401k couppon by
balance shall be sand and or sandy loam soil),
volume) -the shall be seed and or sandy loam soil).
2. Till or otherwise mix into the top 2 inches of existing soil. It may be
1 Till or otherwise infix iuta rite top 2 inches of exisda Egli, It duty be
necessary to loosen (Scarify) existing soil to facilitate this mixing.
necessary to loco r ( ifyj etsttimg soil to facilitate tb*tensing,
3. Place a second lift of 3 inches of the topsoil/compost mixture on the
3. Place a Second lift o 8 findes of the cut tim.
surface.
surface.
4. Water or roll to sti Sul y compact.
4. Rake m snxx9h t=qi :sad4ce rocks larpr bau:I2 inch in
5. Rake to smooth and remove surface woody debris and rocks larger
diameter (if any)
than I inch in diameter (if any)_
5. Mulch planting beds*ith t to 2 inches of orlIanic, mulch (i.e.,
leaves, bark) - Recommended not mquited.
For 100 square feet of turf area each 3 inch lift will require 25 cubic feet
(-i cubic yard) of the topsoillcompost mix. This mix will have
For 100 square feet ofplanting bed area tha' 3 inch lift will te"im
app70 roximately30b by cubic- 8.1 cubic feet)
ppr Y P Y ( yin'
25 cubic feet (--I cubic ) of thr topsoly `, mix, This mix will
and topsoil volume cubic ani- cubic
F Y ( yards, )
have approximately compost by volume (0.4 cubic yards, -11 &ut>ac
feet and 60 % topsoil by volume (0.6 cubic yards, -16cabitfeeti.
CALL 48 HOURS
BEFORE YOU DIG
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PROJ. NO. 03N. BY:
APPROVED FOR CONSTRUCTION 16-0915 ims
CITY OF EDMONDS BATE
DATE:
BY:
10/11/16
SCALE:
1" -10'
DRAWING NO,
CITY ENGINEERING DIVISION 5 OF 7
SUBDIVISION FILE M PLN20120021
270
ox�
RITTER SP
SECTION 18, TOWNSHIP 27N. RANGE 4E, W.M.
0 20 40
HORIZONTAL SCALE
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APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY:
CITY ENGINEERING DIVISION
FRODSN.s
16-0915 JMS
DATE_
10/11/16
SCALE:
1" =20'
DRAWING NO.
6 OF 7
bUt5U1V1b1UN FILE #: PLN20120021
UTILITY STUB NOTE:
ALL NEW UTILITY STUBS SHALL BE MARKED
WITH A 2 X 4 PAINTED WHITE WITH BLACK
LETTERING SIGNIFYING THE UTILITY.
15)
r W)
WATER SERVICE NOTE:
FINAL WATER SERVICE SIZE SHALL BE
DETERMINED BASED ON SIZE OF PROPOSED
SFR. DEVELOPER TO CONSULT WITH CITY
FIRE MARSHAL ONCE HOUSE PLANS HAVE
BEEN SUBMITTED FOR BUILDING PERMIT
REVIEW.
D. TC?(G NTER
OF C°lIANNEL,E--W-S-)
RITTER SP
SECTION 18, TOWNSHIP 27N. RANGE 4E, W.M.
UTILTY TRENCH LOCATION FOR
(2) 1" SERVICE;' SEE NOTE / r f
-TAPS T,,¢S1- CITY MAIN AND SETTING OF 7 UNDERGROUND "DRY" UTILITIES
MET:R-BOXES TO BE COMPLETED BY ,-;- / �' $CO TO BE _ l
CITY CREW // r/ / / INSTALLED PER
/ �' /DETAIL E6.2
SEWER SERVICE .
6" PVC �.
�c zap - - - - - - -
SEWER SE VICE -
f _
r m •''' ,--'"may — —
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� 22 ._ .0 0 . _
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L CC) 1 ./'� �,' / � } N I O,^l `�'.�' LJ
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0 10 20
f 1 % ✓° .__ / % / �. / / r .. .-.._._. i __ . .__.. i _—:.___-W AL SCALE -
29
� B
r
(FOR FUTURE DEVELOPMENT) Aj
SEWER STUB SHALL BE LOCATED 1W INSIDE PROPERTY LINE STAKEO. �
PLACE 24.001) OP' SICDi� "SONER'STUO AND? CUT TO LEt TH TO MAXIMUM TRENCH
ENSURE 3 FW. EXTE DS- E PAINT TOP iS INCHES WHIlt IN /fr '�' `� PAY WIDTH
3 INCH HIGH EITERRS, STENCILTHE' NUMBER OF EVEN FEET FDIC ( \� (SEE TABLE BELOW}
GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO 8E RESIDENCE
DOUBLE WRAPP. D PIPE ANO 294 STAKE ATOR ABOVE FINISHES? �
GRADE.,. CLEAN
OUT WITH 45'
_ CASTIRCO ;LO kiNO LID $END AND CAP
FI IRON :WORKS 00.) i 24x24',x6" ���"''�`�� ,�{ SEE STANDARD DETAIL E2.3
(iAS1OEL SiO3669c ) . CONCRETE COLLAR 5
OR 2' CIA ups BANK RUN GRAVEL FOR
A NOT TO EXCEE 10s1 ET4YEEN' CONCRETE COLLAR 'm TRENCH BACKFILL
GLEAN DtITs /� -1 LEVELING COLLAR PER
MINUS) CSBC
� PER CflE MOD
GLEAHD4ii'(WYE WITH CAP 9-03.19 OR SUITABLE
AND ILK NO CEIVER) 12" LOCKING COVER EXCAVATED MATERIAL
S CONCRE E LEVELING COLLAR SEE NOTE 3. o AS APPROVED BY CITY
END OF PIPE ENGINEER (SEE NOTE
z 1 GRIPPER PLUG, 2 BELOW)w
i m (CHERNE 27061 6' MIN r r r r r rr rr
6" WM>AND 45�' - aOEQRU� ROYEt� re EDGING MATERIAL
II" LATERAL RUN TO HAVE 9" TEE WATER TIGHT Grip @+ rr �� rr rr (5f8 MINUS)
° SLOPE OF 2x MIN, TO a rr rr rr CRUSHED PER
MAX.WX SEWER ESN RIB PVC LEVELING r rr / r rr 9-03COE.116.A.2
i_CIC7iTN7N �6EVE COLLAR 61 MIN rr, `r r rr rr rr r (SEE NOTE 2
5" RISER _I r '` / BELOW)
CONNECTION AT 4' pR bA SSI� 5�41ER TI t l F•
► AIN SHALL BE; GENERAL CV-ANOOT DETAIL — �` MIN s' MIN
RUBBER JOINT BISCUIT PLUG OR AT' 40' LE 6" BEN AND 45
OTTiER APP NN4TEBTKrWT PLI1C GREATER SE LOCKING
COVER BEND 6" CITY STUB SEE NOTE i
CONCRETE 18'' 4/-
POSSIBLE LEVELIN ASPHALT 44 OR 6' SIDE SEWER NOTE:
SEWER ' N COLLAR 1. MAXIMUM WIDTH OF TRENCH A7 TOP PIPE
N U 1 FE 22.E OFF LOCATIONSURFACE CLEAN OUT' DETAIL AT PROPERTY LINE
45' M90 • 36" FOR PIPE UP T4 AND INCLUDING
1. WHEN TAPPING IM'EXISTING MAN NOTES. 12" NOMINAL DIAMETER
AN INSERTA-TEE SHALL BE USED. 1. SIDE SEWER JOINTS SHALL BE • I.D. PLUS T$" FOR PIPE LARGER THAN 12"
TABLE is
MAX. TRENCH
PATCH PAY WIDTH
TRENCH
DEPTH
MAX PAY WIDTH
1' -
4'
40"
4' -
10'
60.
10' -
20'
72"
#v&`
ON DEF, OF2. PIPE SLOPE TO BE 2% MIN
CONCRETEMINIMUM, THE ICE SHALL SE PLACED IV RISER 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD
AT A 4S: OEOREE ANOLE, SPECIFICATIONS. FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION,
DT LONG 12" PVC SLEEVE AND UP TO 50% MA)(
IF O"EM!k SIDE SEWERJO EXIST a. LATERAL,i A xu a i' i i • r. a l- 3 TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTON• e 1557.
. .
RODUCT #00366107 OR USED AND SECURE
►PER M", INSTRUCTIONS, (CAL 01- OUT .. APPROVED ASPHALT
OR CONCRETE
■1
STANDARD DETAIL
_ r»�
• r SECTION
!F.Nt SEWER ��f #
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TRENCH::tJLi1TH
HMA CLASS I/, '
PC ' 64-u82
(SEE NOTE 5)
A•
4
I — N61TES 364) ir9ruKi L stniaee t+e+Ncswaw.--•--
BA1",KFILL SHALL BE COMPACTED TO
95X MAXIMUM DENSITY ',(SEE NOTE E)
EIT 1
3, SEE CITY OF EDMDNDS MODIFICATIONS TO DIVISMN 9 OF THE CURRENT WSDOT STANDARD'
SPECCIFICATIONS FIR BA 1711_0411 REQUIREMENTS,
6. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING "PANIES DOCumENTIHrj THAT
THE DACKFILL MEETS A NOVIMPH OF 9T4 DENSITY PER ASTM 0 1557.
3. CSHC DEPTH SHALL BE A MIP40WH 6' OR MATCH EXISTING WHICHEVER IS GREATER, WHEN
MATCHING EXISTING : CM DEPTH GREATER THEN W, THEN CSBC SHALL BE INSTALLED IN
MULTIPLE EQUAL THWKWM LIFTS NOT EXCEEDM W,
4. IF TRENCH WIDTH EXCEEDS 6 FEET IN WIDTH, THE TOP21 OF CSDC SHALL BE REPLACED
WITH A SEPARATE R# LIFT CIF" 3/8# MINUS CSTC PER WSDOT 9-03.9m,
5: HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGICER, ANY.
DEPTH LREATER THAN 4' SHALL NATCR EXISTINGr UNLESS APPROVED'" BY THE ENGINEER, THE
HMA SHALL BE INSTALLED IN MULTEPLE EQUAL THICKNESS LIFTS NOT EXCEEDING P-.
6.. P1144L PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED ::WITH VSDOT.STANDARD
SPECIFICATIONS APPRUVED ;JOINT SEALANT OR APPROVED EQUAL,
" STANDARD DETAIL
o; DEIZT a4/ /ca TYPICAL HMA Alai UTILITY PATCH
R; ENOLISN SOf4d9i1. qAT¢ SCALE No.
L R. EMGLISH bs/Cf$/A"� 7l24PDI NTS` 3
L METER SUPPLIED BY CITY.
NOTFt
BACK SDM: OF METER BOX
$HALL BE SET AT THE
f'AMRTY LIME METER
SUES; SHALL NDT DE
PLACE$ IN ORCVCVAY AREA$,
W
L
WATER
MAIN d D
EHIAilT
ALL a SERVDD:S TO it TYPE -4". SOFT COM9 TUBING:
;..I' GALL CORP, STOP WITH CC THREAD INLET AND COPPER (GT'S1GRIP . OUTLET.
4'00 OR MUELLER),
DUAL MP4RPOSE kmim,
Q: *IPP CT$ GRIP MALL VALVE CUR$ $TDP COUAL
TO F2�0 1184-4440 FOR V
IFRr SER s' HETER SETTER VITH ANGLE BALL METER VALVE,.
W a V p L. EEPOS UNI o 3 ON D4.ET AND OUTLET, HWBt ZUVTAL IN
Rf2 KCrT%usPR iD USED SAME A 26[IVE AND'AOD A SIDE CHECK.
-� II 44.
�:.T CC TAP SERVICE SADDLE EQUAL 10 ROW $09
132* MSHCF WITH DUCTILE -IRON COVER WITH CAST; IRON REAPER DOOR,
MR VACANT LLPF itFUTiKtE USE7 LtXSATION MARKED WITH PAINTED L"' X 4' STAKE
WITH '4dATER' $TEC ON IT,
(D 24D vD;TL COATED WERE TRACER (TAM TO PLASTIC PIPE EVERY 10 TD'BE
GRO-E O AT METER AND KkdE,
SUEDME 40 3/4' OR r PLUIG RCOUVE WHEN aWXCTMX IS MADE' TO CUSTOMER LINE,
WATER SERVICE'TO HOUSE, D4STALLED PY OWNER/CCINTRACTOR
(DPROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/40 OR I# METER TBdRMM THE. CITY.
CITY WILL INSTALL METER AFTER PURCHASE,
SP 0/4` 016MI, CONTRACTOR VgU PROVE23E RE4UCERr.
ly
~M. E
AR#aa"xi iY
A MT <
R. SH 1 1
fat 189UR, ENOLISH c�s2
TRENCH RESTORATION NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE
FOR RESTORATION OF TRENCHES REQUIRED
FOR INSTALLATION OF WATER LINES.
SHARED SEWER SERVICE NOTE:
THE SHARED SEWER SERVICE SHALL BE A
MINIMUM 6" DIAMETER PIPE.
EXISTING SEWER SERVICE NOTE:
THE CONTRACTOR SHALL FIELD VERIFY THE
INVERT ELEVATIONS OF THE EXISTING SEWER
SERVICE AT THE WESTERN PROPERTY LINE, AND
BOTH LOCATIONS WHERE THE REALIGNED SEWER
PIPE WILL TIE INTO THE EXISTING SEWER SERVICE.
THE CONTRACTOR SHALL ENSURE THAT A MINIMUM
SLOPE OF 0.0200 ftift IS OBTAINED FOR ALL
REALIGNED I NEW SEWER SERVICE LINES.
a STANDARD
1107 1-W'ATM SERMCE-
4ru
114 DAft 7/2441 sr�a NTS
UTILITY NOTE
ALL UTILITIES SHALL
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CITY OF EDMONDS DATE J
10/11/16
DsDALE:
ATE:
1 " =20'
DRAWING NO
BY: 7 7
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