643 9th AVE N-SITE PLAN.pdfV\
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0WR/CONTF1ACTOR IS RESPONSIBLE
FOR EROSION CONTROL AND DAMAGE
OWNER/CONTRACTOR RESPONSIBLE
FOR LOCATING ALL ON-SfTE UTILITIES.
RELOCATIONIREVISION TO ANY UTILITIES
MAY REOUIRE SEPARATE PERMIT
"Nothing in this Permit approval process shall
be interpreted as allowinj or permidW the
maintenance of any currently existing Illepl.
nonconformin . 'smoure
9 or unpamsitted bu*Un&
or she condbidn which Is outside the scope of the
=t appilication, regardless of whether such
8ftuftre or condifion is dmn on the
site Plan or drawing. Such buikling. stnxim or
conditio - It ora separate
enforcement action. -
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SITE PLAN
SCALE 1" = 20 FT
Wim, t�L- 10 0 --/?
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NORTH
PROJECoT VATA
1/3/201cl
5ITF- ADPRE55:
645 - -q'h AVE NOPTH
EVIvIONP5 NA 1150:20
01/4NER NAME:
FANP-r AND DEBBIE JOHNSON
CURRENT ADDRE55:
SAME AS A13OVE
TELEPHONE:
425-115-62W
A55ES5OR'5 PARCEL No.
2'1052400221000
ZONINCS: R5 12
LE6AL VE5C: LOT 1 AS PESC IN CITY WM S/P AF NO 540426022& BEIN(S A PTN OF SE1/4 NYq114
SEC 24 WiF 2-1 R&E 03
COUN-rY: 5NOHOM15H
-JURISDICTION: CITY OF EDMONDS
CONSTRUCTION TYPE:
V - E3
OCCUPANCY: RS / U ((5ARA(5E/0ARPORT)
PROJECT DESCRIPTION:
REPLACE EXISTIN6 DECK, PLUS NE�N PECK AREA NITH STAIRS TO &RAVE.
NOWHEATED STORA&E ROOM UNDER NEYq DECK. INCREASE PATIO. ADD TVqO FRENCH DOORS,
FROJF-C,T APr=A
50 FT
HEICSHT LIMIT OALCULATION
LIVIN6 SPACE NErq
EX15TIN& TOTAL
REF. PATUM LOCATION: YSIATER METER LID
FIRST FL
1406
14-Orz,
AT NORTHEA-15T CORNER BY DRI\/EYqAY
E3A5EMF-NT
CIC12
qq2
RF-F. DATUM EASE ELEVATION 100.00
0
AVERA&E 65ZADE (SEE CALO) 105.0.2
LIV. 5F. TOTAL
0
25qb
2901a
MAXIMUM HEI&HT LIMIT IN FT 25.00
REPL EX PECK
2-70
2-70
MAXIMUM HEISHT ELEVATION 125.02
NP DECK
434
454
PROPOSED H16HE5T ELEVATION 120.54
STAIRS
45
45
AVERA6E (51FAVE CALO:
c5ARA&F-
414 414
NE 104-25, NY4 1-1. 1 -7, SIN 1 00.ciZ 5E 10-7.15
MISC. TOTAL. -752
414 1166
TOTAL = 412.Oq / 4 = 105.02
LOT COVERA0,5
50 rT
IR(:, ANP kNSEC, 2019
LOT AREA
15,24q
HEATSYSTMA: EX. &AS FORCED AIR
MAX PERCENT GOVERAOE
55%
CLIMATE ZONE MARINE AREA 4
MAX COVr:RA(5F- AREA
4,65-7
VERTICAL 6L. O.SO
MAX 6L 016 N/A
PROPOSED GOVMRA&E
2,155
OVERHEAD 61- N/A
HEAVER N/A
,PROPOSED !-'El,%��ENTA6E
16.29010
CEILIN6 N/A
VAULT N/A
LOT CAL(:� NEN
HOUSE
EX15TIN6 TOTAL
140& 1409t
INALL (INT) N/A
BELOYN 0- R. N/A
FLOOR N/A
5LAE3 EU6'--' NIA
DECK 6 STAIRS
-752
'752
NO ENEROY CREDITS REGUIRED
0
IMPERVIOUS SURFA(:-E 50 FT IMPERV. AREA NEYq EX15TINC7 TOTAL
NEY4 TOTAL IMPERVIOUS SURFACE
C116
FIROP05ED 0OVERA(5E AREA
5,45-7
-PROP05EV FERCENTA6E
41.1q016
JARE EAVES ABOVE EARTH INCLUDED?
YES
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
HOU5E/6AF;-'A6E
14-06
1406
VNIF DECK
-704
:2-70
9-14
PATIO/AALK5
�580
550
PRIVEINAY
2-41-5
.2415
IEAVE5
E52
5.2 — j
TOTALS 104 4-155 545-1
APPROVED
PLANS MUST BE
ON JOB SITE
City of Edmonds Building Division
APPROVED FILAN
APPROVED BY
Obtain Electrical Permit froin
State Labor & IndmMes
not /I A-1- 11
LOT LINE STAKES MUST
BE IN PLACE AT TIME OF
FOUNDATION INSPECTION
ADDR"0VED By-�PLANNING
Zlone Corner__t�Flag
_L
Sg-tbacks R2gWred Actual
Front ?
Sides I u 1) 1) 1-.)/ 9
Rear
Other
Hei�ht 7
CITY OF EDMONDS
BUILDING DEPARTMENT
WORK cDecyv,
ADDRESS
OWNER
APPROVEDDATE: IAL/Lq
BLDG. OFFICIAL: F—
PERMIT NUMBER
'BLD 202— 15" 1�351'9
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REVISIONS
't. 9
I
RESUB
JAN ZU19
BUILDING DEPAR-1"Mt=141
CITY OF EDMONDS
— I
CITY OF EDMONDS NOTES
INFILTRATION OR
13. SU13GRADE SOILS IN ALL AREAS WHERE RAIN GARDENS,
PERVIOUS PAVEMENT IS To BE PLACED SHALL BE DELINEATED AND
CONSTRUCTION SEQUENCE NOTES
PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION
EQUIPMENT, STOCKPILING).
I
AT 425-771-0220, EXT. 1326. TWO DAY (48 FIR) NOUCE IS REQUMED.
14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON
MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL,
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROLNOTES.
FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS
PRESBNT AT SUBGRADE, ELEVATION, REMOVE AND' REPLACE WITH
3. CALL FOR UTILITY LOCATES.
COMPACTED STRUCTURAL FILL PER GI-70TECHNICAL REPORT.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING
15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DINIENSIONS AND
DISTURBANCE OF ANY AREAS OF VEGETATIONOUTSIDE THE CONSTRUCT10N
LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR
ZONE.
EXISTING SITE FEATURES.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS
16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS.
CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND
FOUNDATION DRAINS SHALL BE INDEPENDENT OFIOTHER SITE DRAIN LINts
EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO
AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE
ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION
INDICATED ON THE PLANS.
CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL
PERMANENT VEGETATION IS ESTABLISHED.
17. ALL REQUIRED STORMWATER. FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS
6. DEMOLISH EXISTING STRUCTURES
OTHERWISE APPROVED 13Y TIM ENGINEER_
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
18. ALL ROOF DRAINS, PERIMETER FOU14DATION DRAINS. CATCH BASINS AND
OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGq
8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE
DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE
SYSTEM, UNLESS NOTED OTHERWISE.
IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE
19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL;
STABILIZED PER EROSION CONTROL NOTES BELOW)
CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE srm
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE
STORMWATER DETENTION SYSTEM.
IMPROVEMENTS.
20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMff S REQUIRED FOR
13. STABILIZE AND COMPOST AMEND ALL mosED . SOILS PRIOR TO
INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE
REVEGETATION OF ENTIRE SITE.
DRAWINGS.
14. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY
21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC
WORKS DEPARTMENT PRIOR TO FINAL CONSTRUCTION ACCEPTANCE,
EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE
.
PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE
STABILIZATION AND APPROVAL BY CITY INSPECTOTL
BACKFLOWTEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR
EMAILEDTOJEFF.KOBLYK@BDMOBD;WA,GOV. BACKFLOWTESTINGSHAL'�
BE COMPLETED BY THE OWNER ANNUALLY THEREAFTEIL
GENERAL NOTES S SHALL CONFORM TO .*-..
1. ALL MATERIALS AND WORK SHOWN ON THESE PLAN
22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE
THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING
SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION
SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL
I CONDITION IN ACCORDANCE WITH AppRopRIATE REQUIREMENTS AND
MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS:
STANDARDS.
- CURRENT INTERNATIONAL BUILDING CODE (IBC)
- 2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE
23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED At,-MSEEDED OP,
AND MUNICIPAL CONSTRUCTION
STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF 0
- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER,
No
SITE 13ROSION AFTER THE COMPLETION OF CONSTRUCTION. SE '� SION
MANAGEMENT MANUAL FOR TTIE PUGET SOUND BASIN (CURRENT
CONTROL PLANS FOR SPECIFIC GRADVqG AND EROSION CONFIROL
EDITION)
REQUIREMENTS.
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS
224. THE CONTRACT511 SHALL KEEP OFF-SITE,3*17REETS CLEAN AT 2MES 13Y:
REFER TOClITY OF EDMONDS STANDARD DETAILS, ITNLESS NOTED
SWEEPING. WASIaNG OF THESE SU;LFEl S WILL NOT BE ALL(W Y e';2 -,.�.TrHour
OTHERWISE
PRIOR APPROVAL..
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER
25. TIES PROJECT IS NOT A BALANCED EARTHWORK PROJECT- BOTH EXPORT
CONSTRUCTION IS IN PROGRESS.
AND IMPORT OF SOIL AND ROCK MATE'RIALS ARE REQUIRED.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE F-NC31NEER OF
26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED
RECORD AND THE LOCAL GOVERNING AUTHORITY.
CONTOURS OR SPOT ELEVATIONS SHOWN.
5. CONTRACTOWSHALL RECORD ALL APPROVED DEVIATIONS FROM THESE
"AS-BU11,T"DRAWINGS SUMMARIZE ALL AS'
27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS Al MINIMU�
PLANS ON A SET OF AND SHALL
5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET.
BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR
SUBMITTAL TO THE OWNER PRIOR PROJEeT COMPLETION AND ACCEPTANCE.
28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND
A SET OF AS -BUILT DRAWINGS SHALL BE SUBMTMD TO THE CITY OF
EDMONDS PRIOR TO FINAL APPROVAL OF TIM BUILDING OCCUPANCY1FINAL
MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS,
EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTIN I G
PROJECT APPROVAL-
AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK
GROUND OR CAVING EMBANKME NTS. CONTRACTOR SHALL ALSO BE
RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED.
INFORMATION.
29, CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW C7
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON
PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT
HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM
SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS -
AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED
CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS
APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE- IT IS THE SOLE
WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHALl
RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE
ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER
30.'COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY
AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE
RELOCATIONS AND/OR SERVICE'INTERRUPTIONS WITH THE AFFECTED
AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL
OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO
VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY
LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW
UTILITIES. ENGINEER ASSUMES NO RESPONS1131LITY FOR THE
EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRI I -TEN
COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE
APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES.
FEATURES PRESENTED ON THESE DRAWINGS- ENGINEER SHALL BE NOTIFIED
IMMEDIATELY OF CONFLICTS THAT ARISE-
3 1. ALL UTILITIES SHALL BE PLACED UNDERGROUND-
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING
32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO
CONSTRUCTIONAND SHALL CONTACT THE UNDERGROUND UTILITIES
CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOWS
INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S
LOCATION SERVICE (1 -800-424-555-5) AT LEAST 49 HOURS PH It K'ru
REPRESENTATIVE PRIOR TO BACKFILLING.
CONSTRUCTION.
33. NEW UTILITY LOCATIONS ARE GENER,.kLLY SHOWN BY DIMENSION, WHERE
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE
NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM
PROJECr SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER!S
DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER!S
REPRESENTATIVE OF ANY DISCREPANCIES.
REPRESENTATIVE AND CITY.
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO
34. FIELD STAKE ALL UTILITY STUBS AT ]HE PROPERTY LINE,
FIELD CONDITIONS-
35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT
SHALL BE CONTACTED TO 95%. COMPACTION TEST REPORTS SHALL BE
(WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH
PROVIDED TO THE CITY PRIOR TO PAVING.
THE CON'fENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT
COMPLIANCE WITH THE RECOMMENDATIONS OF THIIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE
RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT.
36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS,
PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE
UTILITIES.
37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF
SITE UTILITIES WITHIN THE BUILDING.
38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR
ELECTRICAL WOM
39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE)IFOR SITE IRRIGATION
SYSTEM.
40, PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY
ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION.
FILTER FABRIC
SECURED TO 2' X 2'
14 GA. WIRE FABRIC
EQUAL
2' X 21 WOOD OR
EQUIVALENT
8'- 12'
I
FILTER FABRIC MATERIAL IN
CONTIN13US ROLLS, USE STAPLES
OR WIRE RINGS TO ATTACH
FABRIC TO WIRE.
R
C) WIRE MESH SUPPORT FENCE
TO SUPPORT FILTER FA�JIC.
cu
t7all %D
u - - - - - - - - - - - -
BURY BOTTOM OF FILTER
81 MATERIAL 8'T0 12'
6' MAX.
u
PLACE 3/4'-1,5' WASHED GRAVEL IN
THETRENCH AND ON BOTH SIDES OF
FILTER FABRIC FENCE ON THE SURFACE. 2' X 2' WOOD POSTS OR
EQUIVALENT
CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE
STRAW BALES TO INSURE PROPER EROSION CONTROL.
CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN,
CONSTRUCTION SILT FENCE
CD
FILTER SOCK WITH I
OVER FL13W HOLES I
N
CATCH BASIN
THIS APPLICAT113N SHALL BE
MAINTAINED AT ALL TIMES
DURING CONSTRUCTION PERIOD.
SEDIMENT SHALL BE REMOVED ON
A REGULAR BASIS TO MAINTAIN
FILTRATION EFFECTIVENESS.
Fc Ify INSPECTION REQUIRED ON ALL EROSION CONTROL
MEASURES BEFORE VORK CAN BEGIN.
CATCH BASIN FILTER.S.00K _
RECEIVED
DEC 03 2018
BUILDING
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REVISION