7606 206TH ST SW-SITE PLAN.pdf---------------------------------
G �N RAL� NOTES
------
SITE WORK: ---------- _- _ __
-FRAMING (CUNT.):
PROVIDE SPECIAL STORAGE, TEMPERATURE/HUDMIDITY ENVIRONMENT,
PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS PERPENDICULAR
NOTES AND SPECIFICATIONS APPLY TO WORK PERFORMED ONLY, AND DO
VENTILATION AND INSTALLATION MEANS OR INSTALLATION METHODS TO
TO JOISTS AND OTHER BEARING POINTS NOT OTHERWISE PROVIDED WITH
NO f APFLY TO AREAS THAT ARE NOT IN SCOPE OF WORK.
PROTECT EITHER THE MATERIAL OR THE BUILDING OR THE ENVIRONMENT
SUPPORT. ALL FLOOR JOISTS AND RAFTERS TO HAVE SOLID BLOCKING
OR THE INSTALLERS FROM HARMFUL FUMES, DAMAGE OR LOSS FOR THOSE
AT ENDS OF EXPOSED SPANS AND AT MID -SPAN, IF SPAN IS GREATER
THE GENERAL CONTRACTOR, SUBCONTRACTORS AND MANUFACTURER
FINISHES/MATERRALS THAT MAY REQUIRED SUCH CARE PER
THAN 10 FEET.
SHALL COMPLY WITH THE CURRENT EDITION OF APPLICABLE CODES AND ALL
MANUFACTURE'S RECOMMENDATIONS.
ADDITIONAL STATE AND LOCAL REQUIREMENTS. THE GENERAL
ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED
CONTRACTOR, SUBCONTRACTOR/MANUFACTURER SHALL ASSUME FULL
VERIFY SLOPE OF EXISTING TOPOGRAPHY PRIOR TO START OF WORK.
OR PROVIDE MINIMUM 1/2"AIR SPACE.
RESPONSIBILITY FOR ANY WORK KNOWINGLY PERFORMED CONTRARY TO
SUCH LAWS, ORDINANCES OR REGULATIONS.
REMOVE ALL EXISTING OBSTRUCTIONS THAT MAY INCLUDE FOOTINGS,
STAGGER ALL JOINTS OF ALL PLYWOOD PANELS.
SLABS, TREES, ROOTS, ROCKS ETC.
DO NOT SCALE DRAWINGS. THE GENERAL CONTRACTOR, MANUFACTURER
ALL PLYWOOD SHALL HAVE SURFACE GRAIN PERPENDICULAR TO
AND SUBCONTRACTOR SHALL VERIFY AND ARE RESPONSIBLE FOR ALL
FILL PUDDLE AND TAMP UNDER SLABS TO THE PROPER ELEVATION AS
SUPPORTS,
DIMENSIONS, AND CONDITIONS ON THE JOB AND MUST NOTIFY OWNER WITH
NOTED.
ANY VARIATIONS FROM THESE DRAWINGS.
ALL NAIL -LNG TO CONFORM TO NAILING SCHEDULE. SEE STRUCTURAL
ALL BACKFILLED SHALL BE COMPACTED OR TAMPED AS PER
PLANS AND NOTES.
DRAWINGS ARE FOR REFERENCES ONLY. THE GENERAL CONTRACTOR, THE
SPECIFICATIONS. SEE STRUCTURAL DRAWINGS AND CALCULATIONS FOR
SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PROCURE, STORE, INSTALL
STRUCTURAL FILLS.
DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS.
AND FINISH ALL MATERIALS AND ASSEMBLIES IN ACCORDANCE TO
SLOPE CRAWL SPACE TO DRAIN. MAXIMUM SLOPE IS 2:1 (HORIZONTAL:
PERFORMANCE SPECIFICATION ITEMS MUST BE SUPPLIED BY
MANUFACTURER'S SPECIFICATIONS, OPERATION INSTRUCTIONS AND
VERTICAL) BETWEEN FOOTINGS WITH DIFFERENT ELEVATIONS.
SUBCONTRACTOR, FROM ANY MANUFACTURER THAT MEETS THE
INSTALLATION MANUALS.
SPECIFICATION CRITERIA.
'THE GENERAL CONTRACTOR,THE SUBCONTRACTOR AND MANUFACTURER
ANY FILL OVER 12" MUST BE COMPACT4ED WITH ENGINEER'S COMPACTION
SHALL BE RESPONSIBLE FOR THE DESIGN AND PROPER FUNCTION OF THE
REQUIREMENTS.
THERMAL AND MOISTURE PROTECTION:
ELECTRICAL, MECHANICAL, EQUIPMENT AND PLUMBING SYSTEMS AND SHALL
PROVIDE VAPOR BARRIER FOR WALL AS PER SPECIFICATIONS, OR AS
NOTIFY THE OWNER WITH ANY PLAN CHANGES REQUIRED FOR THE PROPER
DO NOT BACKFILL FOUNDATION WALLS UNTIL FOUNDATION WALLS HAVE
APPROVED BY LOCAL CODES AND AS APPROVED BY MANUFACTURER'S
1 DESIGN AND FUNCTION OF THESE SYSTEMS.
ACHIEVED DESIGN STRENGTH AS LISTED IN STRUCTURAL NOTES.
SPECIFICATIONS ON ADJACENT MATERIAL. VAPOR BARRIER SHALL BE
INSTALLED AT ALL EXTERIOR WALLS ON EXTERIOR SIDE OF SHEATHING.
PLAN PREPARER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS
ALL SURFACE DRAINAGE OF LOT TO BE CONDUCTED TO STREET VIA 2%
FULLY WRAP VAPOR BARRIER TO INTERIOR AT ALL OPENINGS.
AND METI--IODS, ACTS OR OMISSIONS OF THE GENERAL CONTRACTOR,THE
SLOPE OR UNDERGROUND DRAIN LINES.
SUBCONTRACTOR, OR MANUFACTURER OR FAILURE OF ANY OF THEM TO
PROVIDE FLEXIBLE FLASHING AT ALL OPENINGS AND ALL BUILDING
CARRY OUT WORK IN ACCORDANCE WITH THE PERMIT DRAWINGS.
ALL SURPLUS EARTH NOT USED FOR SITE GRADING OR BACKFILL SHALL BE
CORNERS, WRAP ALL SIDES IN ORDER FOR POSITIVE LAP TO OUTSIDE
REMOVED FROM SITE BY CONTRACTOR.
OF BUILDING.
SEE STRUCTURAL DRAWINGS SHEETS FOR STRUCTURAL NOTES, MATERIAL
FOUNDATION:
AND INSPECTION REQUIREMENTS. TYPICAL STRUCTURAL DETAILS OF
SEE STRUCTURAL NOTES AND DRAWINGS FOR FOOTING REQUIREMENTS.
PROVIDE CONTINUOUS METAL FLASHING AT ALL JOINTS BETWEEN
CONSTRUCTION NOT SPECIFICALLY REFERENCED IN THESE GENERAL NOTES,
WALLS AND ROOFS, VERTICALLY ON ALL CORNERS WHERE WALL MEETS
ALL FOOTINGS TO REST ON CLEAN, FIRM AND UNDISTURBED SOIL OR
WALL, AND HORIZONTALLY OVER JOINT BETWEEN WALL SHEATHING AND
DO NOT INSTALL MATERIALS OR COMPLETE ASSEMBLIES WHICH MAY
COMPACTED FILL. STEP FOUNDATION FOOTINGS AS REQUIRED TO
CONCRETE FOOTER. FLASHING TO BE OVERLAPPED WITH VAPOR
HARBOR, CONTAMINATE OR BE A SOURCE OF HARMFUL CHEMICALS OR THAT
MAINTAIN DEPTH BELOW FINISH GRADES.
BARRIERS, TYP.
MAY CAUSE CORROSION, ROT OR DAMAGE TO SITE, INHABITANTS OR OTHER
PORTIONS OF THIS OR OTHER BUILDING(S).
ALL REINFORCING STEEL & FOUNDATION STRUCTURAL DESIGN PER
PROVIDE CONTINUOUS METAL COPING AT TOP OF PARAPET WALLS,
ENGINEER'S DRAWINGS AND CALCULATIONS.
WHERE THERE ARE PARAPET WALLS. SEAL JOINTS WITH STANDING
THE SITE AND BUILDINGS ARE NOT KNOWN TO HAVE ASBESTOS OR OTHER
SEAM SEAL OR APPROVED SEALANT.
HARMFUL- CHEMICALS OR MATERIALS. NO TESTING FOR ANY HARMFUL
CONCRETE FORMS SHALL BE DRESSED LUMBER WITH LEVELING STRIPS
MATERIALS HAS BEEN DONE. NOTIFY THE OWNER IMMEDIATELY IF A
PROVIDED WHERE REQUIRED. ROUGH LUMBER MAY BE USED AS FORMS
INSULATE ENTIRE ENVELOPE PER CODE REQUIREMENTS. PROVIDE
HARMFUL SUBSTANCE IS SUSPECTED OR KNOWN TO EXIST. ALL HARMFUL
BELOW FINISHED GRADE.
BATTS INSULATION PER SPECIFICATIONS, WITH INTEGRAL VAPOR
MATERIALS ARE TO BE TESTED FOR AND/OR ABATED PER REQUIREMENTS OF
BARRIER AS SPECIFIED. PLASTIC VAPOR BARRIERS SHALL NOT BE
LAW BY A LICENSED COMPANY. OWNER OR THE PLAN PREPARER ARE NOT
FORMS SHALL BE LEFT IN PLACE UNTIL CONCRETE HAS ATTAINED A
ALLOWED.
RESPONSIBLE FOR ANY UNWARY PRACTICES BY THE GENERAL CONTRACTOR
PERMANENT SET.
AND SUBCONTRACTOR.
PLUMBING:
PROVIDE A MINIMUM 24"CRAWLSPACE CLEARANCE BELOW WOOD
ALL SPECIFICATIONS AND INSTALLATION SPECIFICATIONS SHALL BE
THE GENERAL CONTRACTOR AND THE SUBCONTRACTOR SHALL INSPECT THE
FLOOR JOIST AND MINIMUM 18" CLEARANCE BELOW WOOD BEAMS.
CHECKED AND VERIFIED WITH OWNER PRIOR TO PURCHASE OR
SITE OF THE PROPOSED WORK PERSONALLY IN ORDER TO BECOME FAMILIAR
INSTALLATION
WITH ALI. THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED.
PROVIDE BLOCKOUTS AS REQUIRED FOR SEWAGE, WATER, ELECTRICAL
AND VENTING. VERIFY LOCATION WITH OWNER.
SEE PLAN AND VERIFY WITH OWNER FOR LOCATIONS OF GAS JETS, VALVES,
IF WORK CANNOT BE EXECUTED PER DRAWINGS, CONFER WITH OWNER FOR
HOSE BIBS, GAS AND WATER SERVICES.
OTHER SOLUTION(S) PRIOR TO PROCEEDING.
SEE PLAN FOR UNDER FLOOR VENTING LOCATIONS, PROVIDE INSECT
SCREENS AT ALL FOUNDATION OPENINGS, PROVIDE REQUIRED SQUARE
PLUMBING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
ALL SUBCONTRACTORS SHALL COOPERATE WITH EACH OTHER IN THE
INCHES OF VENTING AREA PER CODE.
UTILITY COMPANY APPROVAL OR WATER SERVICE AND GAS METER
VARIOUS PARTS OF THE WORK SO THAT THE WORK OF ONE WILL NOT BE
LOCATIONS.
DELAYED MORE THAN ABSOLUTELY NECESSARY BY THE WORK OF ANOTHER.
PROVIDE CLASS I VAPOR BARRIER CONTINUOUSLY ABOVE EXPOSED
EARTH IN CRAWLSPACE AREAS AND UNDER SLABS, WRAPPING VAPOR
PROVIDE "PEX" FLEXIBLE PVC TYPE FOR WATER AND PLUMBING LINES OR AS
EACH SUBCONTRACTOR SHALL CLEAN UP AND REMOVE FROM THE PREMISES,
BARRIER UP FOOTINGS AT EDGES, OVERLAP VAPOR BARRIER BY MINIMUM
PER SPECIFICATIONS.
CONTACT INFORMATION LAND USE INFORMATION
PROJECT CONTACT: REBECCA WEST
REBECCA@SERIOUSLYHAPPY.COM
PHONE NUMBER: (206) 455 -1871
OWNER:
DAMIAN KONASIEWICZ & REBECCA WEST
12310 HIGHWAY 99, SUITE 110
EVERETT, WA 98204
PHONE NO.: (206) 799 - 8927
REBECCA@SERIOUSLYHAPPY.COM
BUILDING DEPARTMENT:
CITY OF EDMONDS
STRUCTURAL ENGINEER:
CONSULTING STRUCTURAL ENGINEERING SERVICES, INC.
JOHN S. APOLIS, PE
6311 17TH AVE NE
SEATTLE, WA 98115
(206) 527-1288
JOHN@CSES-ENGINEERING.COM
SURVEYOR:
CHARLES T. CAMP PLS
D 701-859-3532
M 701-339-1508
1137 NAVAL AVE
BREMERTON WA 98312
CHARLESTCAMP@BAKKENSURVEY.COM
PLAN PREPARATION:
H2W DEVELOPMENT LLC
CILIA HIRAYAMA
1652 N 203RD STREET
SHORELINE, WA 98133
(808) 226 - 0748
H2WDLLC@GMAIL.COM
HVAC:
PROVIDE BIDDER DESIGNED SYSTEM THAT PROVIDES HEATING,
VENTILATING AND AIR CONDITIONING (HVAC) SERVICE WITH REQUIRED
FRESH AIR QUOTAS PER CODE REQUIREMENTS. SUBMIT DESIGN TO OWNER
FOR APPROVAL PRIOR TO MANUFACTURE AND/OR INSTALLATION.
PROVIDE DIRECT EXHAUST FOR ALL VENTS AND FANS VIA METAL DUCTS.
PROVIDE MINIMUM EXHAUST EXCHANGE PER HOURS IN BATH CONTAINING
TUB AND OR SHOWER, AND LAUNDRY AS PER CODE REQUIREMENTS AND
SPECIFICATIONS.
KITCHEN EXHAUST HOOD SHALL HAVE MAKE-UP AIR SUPPLY AND FIRE
PROTECTION SYSTEM AS REQUIRED PER CODE.
ELECTRICAL:
LOCATION OF ALL OUTLETS, SWITCHES AND FIXTURES SHALL BE VERIFIED
ON THE JOB SITE WITH THE OWNER AND GENERAL CONTRACTOR PRIOR TO
INSTALLATION. LICENSED ELECTRICIAN TO INSTALL ALL LOW VOLTAGE AS
WELL AS LINE VOLTAGE.
ELECTRICIANS TO PROVIDE ELECTRICAL LAYOUT DRAWINGS, PANEL
SCHEDULES AND OBTAIN ALL NECESSARY APPROVALS AS REQUIRED BY
LOCAL BUILDING CODES, AND OBTAIN UTILITY COMPANY APPROVAL OF
METER LOCATION.
FROM TIME TO TIME, ALL WASTE MATERIALS AND DEBRIS WHICH MAY 18" AT JOINTS. SEE SPECIFICATIONS FOR MATERIAL. SECURITY:
ACCUMULATE IN THE BUILDING OR ABOUT THE PREMISES AS A RESULT OF HIS FRAMING: PROVIDE VENTS AND DRAINS PIPE MATERIALS PER SPECIFICATIONS. ALL DOOR AND WINDOW HARDWARE TO BE VERIFIED WITH
WORK. LUMBER USED SHALL BE CHECKED FOR AGAINST ANY DEFECTS AND INSULATE ALL SUPPLY AND WASTE PIPING FOR THERMAL AND ACOUSTIC, AS MANUFACTURER AND OWNER PRIOR TO ORDERING.
IMPERFECTION THAT MAY COMPROMISE THE PURPOSE IT IS INTENDED
EACH SUBCONTRACTOR SHALL MAINTAIN INSURANCE AS STATED UNDER THE FOR. PER SPECIFICATIONS. CONTRACTOR SHALL VERIFY WITH OWNER REGARDING SECURITY
WORKMAN'S COMPENSATION ACT AND APPROPRIATE PUBLIC LIABILITY. SYSTEMS INTEGRATION, WHEN APPLICABLE.
PROVIDE MINIMUM 30# BUILDING PAPER UNDER ALL BEARING PLATES. (E) CONC.
ALL BEARING PLATES SHALL BE PRESSURE TREATED. S 000 27' 50" W 120.20' WALKWAY 206 SF
LEGEND 30'-0" >-� ->- -
_- _ - _
(E) DENOTES EXISTING PROPOSED GAS METER � (E) GRASS T1 T1 1 T1 1 1 T T1 T1 T1 1 1 T T1 T1 T1 T `T1 .T1 1 1 fi� 1� Tfi5 1_ T16 T15 T1� Tfi�
D.S. DENOTES DOWNSPOUT _- _ I AREA-_�----- — �E) T SIDE YARD SETBACK
(E) GAS LINE 1 — — — V
59'-1aN.
I 1 - P - _ (P) VERHEAD POWER IPHONEE LfN.E (E)^GONG.
ELECTRIC METER --/ ---- E WATER LINE��,. ! P 8.5'X16.5' -
o �,-P.. -PARKING--R..._- - -
POWER POLE -- - {) _--
',�------ N WATER E R LINE � I Q o - W � - - � -•- - -�- -W - - ' �. -�V --
ti 1 T. S�Aa #4
F-- ! M 1 (E)!GATE ���Cy <! (E) IMPERMEABLE I I
[] (E) WATER METER & SHUT OFF ---- P - - (E) OVERHEAD POWER LINE ,� I C,
�ci? p Q��/ >?k� ¢ v :2 CAR -PARKING AREA ( `` I '
- S --- E SEWAGE LINE w w ! •� F- m !
LWJ PROPOSED (N) 3/4 WATER O = I Z o I gyp, p z &DRIVEWAY
METER SHUT OFF _, I (E) ASPHALT ,�'� of w 1367 S.F. 8.5 X16.5 I I i
M & S U 0 C CABLE & PHONE BOX I I DRIVEWAY �\ �� ( ) I PARKING .I I ao
Q u-) SPACE #3 - o
G (E) TREE TO REMAIN I w I �I - 1
H-+H-E-E-E-R-i (E) FENCE TO BE REMOVED O I z I- oO
Uj --- - _
�y PROPOSED (N) TREE (El FENCE TO BE REMAINED CV K' 0 I ti
PROPERTY ADDRESS: 7606 206TH STREET SW
EDMONDS, WA 98026
PARCEL NUMBER: 00614300000605 PLAN'
LEGAL DESCRIPTION: WILLOWDALE GARDENS DIV 1 BLK 000 D-05 -
E 6 7.5 FT 0 F W 212.5 FT 0 F E 318.53 FT AS M EAS Al JJR
EXC N 10 FT FOR RD
EDMONDS, SNOHOMISH COUNTY, WA 1
ZONING: RM 2.4
LOT SIZE: 8111 SQ. FT. (0.19 ACRE)
*MIN. LOT AREA PER DWELLING UNIT IS 2400 S.F.: 8111 S.F. 12400 S.F. PER UNIT = 3.38 UNIT IS ALLOWED city of
FRONT YARD SETBACK:
REAR YARD SETBACK:
SIDEYARD SETBACK:
MAXIMUM HEIGHT:
MAXIMUM LOT COVERAGE:
IMPERVIOUS SURFACE (INCLD. PARKING):
DRIVEWAY & PARKING:
SIDEWALK:
CUT/FILL:
SEWER/SEPTIC:
PARKING SPACE:
h2wdllc@gmal.com
{8Q8) 2W743
A BuDdiug Department
EXISTING/CODE REQUIREMENT PROPOSEDPpgovr
: A PLAN
15,
UNCHANGED
15,
UNCHANGED
5'
UNCHANGED
25'
UNCHANGED
MAXIMUM 45%
UNCHANGED, 2997 S.F. (37%)
2480 S.F.
3079 S.F.
1367 S.F.
1966 S.F.
N/A
N/A
N/A
N/A
PUBLIC SEWER
PUBLIC SEWER
2
4
BUILDING & LOT IMPERVIOUS AREA CALCULATIONS:
GROSS LOT AREA: 8111 S.F. (0.19 ACRE)
STRUCTURAL LOT COVERAGE CALCULATIONS:
MAIN BUILDING (WITH CANTILEVER OVERHANG):
STOARGE SHED:
MAIN BUILDING PAD AREA:
UNIT A =1208 S.F.
UNIT B = 1118 S.F.
ATTACHED STORAGE = 74 S.F.
BUILDING FOOTPRINT = 2400 S.F. (UNCHANGED)
EXISTING PROPOSED
2917 S.F. 2917 S.F. (UNCHANGED)
80 S.F. 80 S.F. (UNCHANGED)
STRUCTURAL LOT COVERAGE TOTAL:
2997 S.F.
% OF LOT COVERAGE
37%
(MAX LOT COVERAGE 45%)
LOT IMPERVIOUS CALCULATIONS:
(E) DRIVEWAY/PARKING:
1367 S.F.
(E) WALKWAY:
1113 S.F.
(N) DRIVEWAY/PARKING (GRAVEL):
599 S.F.
TOTAL:
_
3079 S.F.
PROJECT DESCRIPTION
2997 S.F. (UNCHANGED)
UNCHANGED
zontt VLt -d� Corner l) Flag
Setbacks
,92, uired
Actual
Front
Sides
Rear
Other
Height
CONSTRUCT FIRE ASSEMBLY TO CONVERT EXISTING SINGLE FAMILY RESIDENCE INTO
DUPLEX. BUILDING FOOTPRINT AND BUILDING HEIGHT REMAIN UNCHANGED, DEMO AND
REMOVE EXISTING EXTERIOR AND INTERIOR FINISHES OF THE SINGLE FAMILY RESIDENCE,
REPLACE ROOF FRAMING & CRAWLSPACE VENT AS NEEDED, FURRED OUT EXTERIOR
WALL TO MEET INSULATION REQUIREMENT PER WSEC. ADD 599 S.F. OF NEW IMPERVIOUS
DRIVEWAY/PARKING (ADDITION OF 2 PARKING SPACES). ADD NEW PLANTS TO SITE TO
MEET PLANTING REQUIREMENTS.
CODES USED
2015 INTERNATIONAL RESIDENTIAL CODE (IRC)
2015 WASHINGTON STATE ENERGY CODE RESIDENTIAL (WSEC)
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CITY OF EDMONDS
BUILDING DEPARTMENT
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AI A - SITE PLAN, PROJECT INFORMATION & GENERAL NOTES ADDRESS f `
A2.1 - FLOOR PLAN OWNER
A2.2 - DEMOLITION PLAN AND ROOF PLAN
All - ELEVATIONS & EXHAUST SYSTEMS APPROVED DATE: 0�-
A4.1 - BUILDING SECTION A -A & B-B, TYPICAL WALL SECTION BLDG. OFFICIAL:
A5.1 - DOOR & WINDOW SCHEDULES & ENERGY CODE
A6.1 - FIRE -RATED WALL ASSEMBLY AND DETAILS PER T NUMBER
A7.1 - PLUMBING PLAN'���1 a
S2.0 - GENERAL NOTES
S2.1 - FOUNDATION PLAN AND FLOOR FRAMING PLAN & DETAILS
S2.2 - ROOF FRAMING & SHEAR WALL PLAN, SHEAR WALL SCHEDULE & DETAILS
AND UNCHANGED 1 I
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NOTE: I
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T7 IRISH YEW - TAXUS BACCATA
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T8 RHODODENDRON - RHODODENDRON SP.
ELEVATION (NEXT TO EXISTING CRAWLSPACE ACCESS) FOR A DISTANCE OF 19 1 1 1 O - WALKWAY (527 SF.)
OUT TOWARD THE NORTH END OF THE PROPERTY. A NEW CLEAN OUT WILL BE EDGE OF
TO THE EXISTING SEWER LINE AT THE PROPERTY LINE. OWNER TO pEA EMENTASPHALT I I GRASS T w�TNlolmuu�uN� I
CONTAC- THE CITY OF EDMONDS TO "TV" THE SEWER LINE AT THE CONNECTION I I I LAWN w��E (E) EDGE OF OVERHANG 1
TO THE MAIN SEWER AFTER THE NEW CLEAN OUT IS ADDED. SEWER LINE TO BE OVERHEAD
REPLACED IF THE LINE IS NOT 6" AND/OR IF THE LINE MAY NOT BE RE -USED AS POWER LINE I I T5&AS'rT
DIRECTED BY THE CITY OF EDMONDS. I 1o�r�rH �� �c E (E) 5 SIDE YARD SETBACK— —
5) NEW OR EXISTING UTILITIES SHALL BE PLACED UNDERGROUND IF WORK WAS -�- . -I - G Cf)�� - G 1 , -g- G S__ , - S
PERFORMED/REPLACED/INSTALLED UNDER THIS PROJECT SCOPE OF WORK. GAE - T 3 4 `
_ N 00 '�0" E
FOR EROSION CONTROL AN OWPlERtCOIVTf7AC70R 1tL5N(?NS113LE � {) CONNECTION T GAS MAIN ! f �A
OWNER/CONTRACTOR IS RESPONSIBLE E INFERRED GAS LINE �- (N) GAS METERS
D DRAINAGE
ptJR LOCATING ALL ON -SITE UTILITIES. CO 0 tE�cant shall a-osr/►`�� .b.. --
TO ANY UTILITIES , U.; *wl or kr. xi'mr sc ents in City &SHUT-OFF VALVES
RELOCATION/REVISIONi i.utidards that is cau ed FOR UNIT A & UNIT B
MAY I
•. SEPARRE PERM!! 7c r3�.�i."t > dtaE'irl. t:,e pars -rimed pl alect.g
- I T9 BURNING BUSH - EUONYMUS ALA TUS
-
w I T10 CAMELLIA - CAMELLIA JAPONICA
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+O I Tl l RHODODENDRON - RHODODENDRON SP. "HYBRID" (NORTH)
IW I Tl l RHODODENDRON - RHODODENDRON SP. "HYBRID" (SOUTH)
T12 LILY OF THE VALLY - PIERIS JAPONICA
_ T13 MOCK ORANGE - PHILADELPHUS SP. (POSSIBLY LE A/ISSI)
a - — - — - - - - - - - 1J T14 RHODODENDRON -RHODODENDRON SP. "HYBRIC
L (E) GAS METER PTO REMAIN
SPACE ACCESS
TO BE REMOVED
44'-2"
-o- NEW PLANT:
T15 ARBORVITEA - THUJA PLICATE "ARBORVITEA"
N T16 BURNING BUSH - EUONYMUS ALA TUS
SITE PLAN SCALE: 1" 10'-0"
T17 RHODODENDRON -RHODODENDRON SP. "HYBRID"
=
Obtain Electrical Permit
State Labor & T nstries
DIAM TER a� BRAST HEIGH
2.5 INCHES
5.07INCHES
RESUB
4.36INCHES
11.25 INCHES
MAR 0 7 2019
2 INCHES
2INCHES
BUILDING DEPARTMENT
CITY OF EDMONDS
2 INCHES
NIA (A SHRUB/BUSH)
NIA (A SHRUB/BUSH)
N/A (A SHRUB/BUSH)
3.66 INCHES
2.16 INCHES
1.55 INCHES Coy co
21NCHES
N/A (A SHRUB/BUSH)
APPROVED BY ENGINEERING
Date:
SITE PLAN & PROJECT
INFORMATION
PROJECT MANAGER RV
-DRAWN BY CH
02/22/19 PERMIT APPLICATION
A-1.1