1232 HIGHLAND DR-SITE PLAN.pdfGENERAL NOTES
1. ALL MATT .RIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO
THE CITY DF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING
SPECIFICF TIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL
MUNICIPA L, STATE, AND FEDERAL CODES, RULES AND REGULATIONS:
CU z MENT INTERNATIONAL BUILDING CODE (IBC)
201 i WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE
AN 3 MUNICIPAL CONSTRUCTION
WA, SHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER
MA NAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT
ED " TION)
2. STANDAR -) PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS
REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED
OTHERWI�-;E
3. A COPY Of ' THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
4. DEVIATIO JS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF
RECORD A ND THE LOCAL GOVERNING AUTHORITY.
5. CONTRAC rOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE
PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -
BUILT COPIDI'TIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR
SUBMITTA L TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE.
A SET OF i .S-BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF
EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCYNINAL
PROJECT r PPROVAL.
6. ELEVATIO �4S SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK
INFORMATION.
7. THE LOCA riONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON
HAVE BEE 4 FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM
AVAILABI E RECORDS AND SHOULD THEREFORE BE CONSIDERED
APPROXW ATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE
RESPONSIt ULITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE
ACCURAC (OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER
AND PROT ACT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE
AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL
VERIFY L( CATION, 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
COMPLETI ;NESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE
FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED
IM1 IEDIAT ELY OF CONFLICTS THAT ARISE.
8. CONTRAC' 'OR SHALL LOCATE AND PROTECT ALL UTILITIES DURING
CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES
LOCATIOT SERVICE (1-800-424-5555) AT LEAST 48 WOURS PlUOR TO
CONSTRUCTION. i
9. CONTRAC 'OR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE
PROJECT c ITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S
REPRESEN rATIVE OF ANY DISCREPANCIES.
10. PIPE LENG rHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO
FIELD COT DITIONS.
11. CONTRAC"OR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT
(WHERE A+'PLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH
THE CONT :NTS THEREOF. ALL SITE WORK SHALL. BE PERFORMED IN STRICT
COMPLIAr CE WITH THE RECOMMENDATIONS OF THIS REPORT.
12. STRUCTUk AL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE
RECOMMF NDATIONS OF THE PROJECT GEOTECHNICAL REPORT.
13. SUBGRADI ; SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR
PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND
PROTECTE D AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY
EQUIPMEN T, STOCKPILING).
14. MANHOLE J, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON
MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL
FILL. IF SO IL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS
PRESENT F T SUBGRADE ELEVATION, REMOVE AND REPLACE WITH
COMPACT) iD STRUCTURAL FILL PER GEOTECHNICAL REPORT.
15. SEE SURVI Y AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND
LOCATION 3 OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR
EXISTING SITE FEATURES.
16. SEE ARCHI rECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS.
FOUNDATI 3N DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES
AND SHAL , BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE
INDICATEI ) ON THE PLANS.
17. ALL REQU i RED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN
OPERATIO?4 PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS
OTHERWISE APPROVED BY THE ENGINEER.
18. ALL ROOF 3RAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND
OTHER EX' 'ERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE
SYSTEM, L, NLESS NOTED OTHERWISE.
19. ALL FOOTI vG DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL
CONNECT -0 THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE
STORMWA rER DETENTION SYSTEM.
20.
CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED
ON THESE
DRAWINGS.
CONSTRUCTION SEQUENCE NOTES
21.
A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC
WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE,
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION
PROVIDE TO THE CITY WATER QUALITY TECH CIAN, A COPY OF THE
AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED.
Q
BACKFLOW TEST REPORT. TEST REPORTS CAN B
EMAILED TO JEFRKOBLYK(a4EDMONDSWA.GOV.
FAXED TO 425-744-6057 OR
�BACKFLOW TESTING SHALL
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROLNOTES.
BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER
3. CALL FOR UTILITY LOCATES.
22.
AS A h'DNUM IMREQUIREMENT, ALL DISTURBED " ON AND OFF SITE
SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION
4. INSTALL TESC MEASURES AND MAINTAIN DUST C NTROL WHILE PREVENTING
CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND
DISTURBANCE OF ANY AREAS OF VEGETATIONO IDS THE CONSTRUCTION
STANDARDS.
ZONE
23.
ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS
CITY ENGINEERING INSPECTOR_ ALL TEMPORARY SI�IMENTATION AND
STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON-
SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION
EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO
CONTROL PLANS FOR SPECIFIC GRADING AND EROSION
CONTROL
ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION
REQUIREMENTS.
CONTROL PRACTICES AND/OR DEVICES SHALL BE MATAINED UNTIL
IN
PERMANENT VEGETATION IS ESTABLISHED.
24.
THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY
6. DEMOLISH EXISTING STRUCTURES j
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT
PRIOR APPROVAL,
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
25.
THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT
8. CLEAR, GRUB &ROUGH GRADE SITE. REVEGETAT?E
AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
DISTURBED AREAS NOT SUBJECT TO ADDITIONAL S*ACE DISTURBANCE
26.
SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED
IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE
STABILIZED PER EROSION CONTROL NOTES BELOW)
CONTOURS OR SPOT ELEVATIONS SHOWN.
27.
FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE
5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET.
i
IMPROVEMENTS.
28.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANDj SHALL INSTALL AND
13. STABILIZE AND COMPOST AMEND ALL EXPOSEDjSOILS
PRIOR TO
MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS,
REVEGETATION OF ENTIRE SITE.
EXISTING BUILDINGS, STREETS, WALKWAYS, UTIITIES AND OTHER EXISTING
AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF
14. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY
GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE -
EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE -
RESPONSIBLEFOR REMOVAL OF SHORING AND BRACING AS REQUIRED.
STABILIZATION AND APPROVAL BY CITY INSPECTOR
29. 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.
30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY
RELOCATIONS AND/OR SERVICE P-TrERRUPTION§ WITH THE AFFECTED
- OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO
EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN
APPROVAL OF THE AUTHORITIES GOVERNING S ' UTILITIES.
31. ALL UTILITIES SHALL BE PLACED UNDERGRO
BEST MANAGEMENT PRACTICES I BMP'S
32. EXISTING UTILITY LINES IN SERVICE WHICH AR4 DAMAGED DUE TO
CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND
INSPECTED AND ACCEPTED BY CITY OF EDMOJS
AND OWNER'S
1.
PRESERVE VEGETATION / COVER SOILS WHEN EXPOSED.
REPRESENTATIVE PRIOR TO BACKFILLING.
2.
CONTROL RUN-OFF.
33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE
NO DIMENSIONS ARE INDICATED, LOCATIONS MAC Y BE SCALED FROM
3.
INSTALL / MAINTAIN SEDIMENT CONTROLS.
DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S
REPRESENTATIVE AND CITY.
4.
KEEP FRESH CONCRETE MORTAR OUT OF STORM DRAINS.
5.
KEEP WORK AREA CLEAR. MAINTAIN CATCH BASINS.
34. FIELD STAKE ALL UTILITY STUBS AT THE PROPE TY LINE.
6.
COVER CONTAINERS & MATERIALS.
35. TRENCH BACKFILL OF UTILITIES LOCATED WM-I[N THE CITY RIGHT-OF-WAY
'
7.
PREPARE FOR CLEAN-UP & SPILLS.
SHALL BE COMPACTED TO 950%. COMPACTION ST REPORTS SHALL BE
PROVIDED TO THE CITY PRIOR TO PAVING. 7
8.
DISPOSE WASTES PROPERLY.
36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW JUTILITY BY 6" OR LESS,
9.
MINIMIZE WASTE.
PLACE POLYETHYLENE PLASTIC FOAM AS A CUSrON BETWEEN THE
10.
RECYCLE UNWANTED MATERIAL.
UTILITIES. I
11.
PRESERVE & ENHANCE WETLANDS, ADJACENT VEGETATION.
37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF
SITE Trr" rrIES
12.
EDUCATE EMPLOYEE AND CUSTOMERS.
WITHIN THE BUILDING.
38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR
ELECTRICAL WORK. ; MORE INFO: WASHINGTON DEPT of ECOLOGY
39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION STORM WATER MANAGEMENT MANUAL.
SYSTEM. ff
40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY
ENGINEERING DIVISION FOR APPROVAL PRIOR Tr INSTALLATION.
,POST CONSTRUCTION SOIL QUALITY AND DEPTH - BMP T5.13:
DESIGN GLHDE P ES
SOIL RET PO1V
lW DUFF LAYER AND NATIVE Tt71nM SHOULD iC A7MIED NV M lNY0 nAR O STATE TO THE MAXMif1IM a'MVT PRACTICABLE: NV ANY AREAS REQUIRING
ORA M REMOVED AND SWME THE DUFF LAYER MID TDPSIDIL ON SIIE N DE57pMAIED, CONW UM AREA, NOT AaMCWT 70 THE PUSW RE30tA4GE;4
AND CN77CAL AREAS, IV BE RMPF ED 70 OTHER PORIXWS OF DBE SITE LINERS FEASWE
SOIL MAUTY
ALL AREAS S &ECT TO aEARING AND WADNG THAT HAVE NOT BEEN COMBED BY MMMUS SURFACE~ OWtFARAIED AM A ORMVAGE FACILITY O4
FJVplVET U AS STRXXIRAL FILL OR SLOPE StALL. AT PRWT COM U71M DETilpVS7RMTE VE FML01NNo
1. A TtaPSK LAYER NAH A W&W ARCUNC CaVYWr N 7Lff AREAS AND A PIN FRW 6.0 70 80 OR MATLaWO 7W PH OF THE OR=4
UNDtSILIMED SOIL IEEE MPSABL LAYER SMIAU HAW A Mf9YN" DEPTH Or 8 PKM D'OEPT MERE TREE ROOTS LWT THE DEPTH OF lNCCIVWTION
OF AMElV1JM NIS NEEDED 70 AAEET THE OP/TPRIA. SIR.5IOK.S 8EEOW THE' TOIPSOIE LAYER STADtW BE SCARFI ED AT LEAST 4 NICM 167H SOME
- NICOIRP07 RON OF INE LPPER NAMWAL TO AKID STRATIFIED LAYERS, WHERE FfASTEfLE:
2 RAN7ING BEDS AMUST BE MNA.I 19D W1H 2 NOES OF ORGAW MAMWAL
J QUAUTY OF CD1WOST AND OTHER MATERIAL USED TO MEET V E' OIP&ANTC 0 W7ENT REQtMIPEIIf M
A.7NE a%AAVC OOINIENT FUR 'PRE -APPROVED' AAeIDAMW RATES CAN BE MET CRY USING COAfIWT MAT 1UN RE OEFNAIXW OF TObO WIED
MU TOW' NV WAC 173-JW SECTION 22Q IBIS CODE IS AVAMBLE AT 17 E D&T. OF Ei' OLOGYS N MSM
HM,IIOWWW.ECY. WA.GOV/"WWAMtS/SWAIUMPOST/ RE COMIAotST MUST ALSO HAVE AN GIR"W MATTER CDNTENT OF = TO 659 AND A
CARBON T01►VTROGEM RAB0N BELOW 2&1. X CAR80M 70 MITRO6EAI RAW MAY 8E AS WW AS J&1 FUR RANMW OgHPM ENTIRELY OF
RAM NATIVE 70 THE PUGET SOUND LOKANDS REGM
B CALOULATED AMI00"T RATES MAY BE MET P ROU01 USE GF CDAi W?ED MATERMLS AS D NED ABOVE; OR OTHER 0I1WM MATOW AMENDED
TD ABET THE C001 70 NITROGEN RATIO REQLNE"M AAm MEE M RE CONTAW4ANT STANDARDS OF GRADE A COMMPOl4T. THE RESW.T7NG SOIL
STI " BE COWDL/OVE TO THE Tff OF MUAIM M BE ESTAROM
MPLEMfWA WN OP77M
THE SOIL QUAUTY DEM GLDDEim LISTED ASOW CAN BE AST BY UM OA E OF TIE AERM USIM BELO*
1. LEAVE tOW7MO NATIVE WG>ETAT7AN AAm SOR, AND FR07ECT FROM COIIMPACMW OtN W COW87RIACMK
2 AMEND EVSWG SyIE MRSOIL OR SUBSOIL EITHER AT DET'AIAT 'PRE -APPROVED' R47M OR AT GYISTW CALOIILATED RATES BASED ON SAEOM
7ES7S OF 7W SOIL AND AAIEWWEMr .
.1 SjoaftE EXISTING TLaPSAIL DURWG QUO04 AND REPLACE PRW 70 PLANIM D&TH REVMGnTS E7M AT DIFALE.T
IW-APPROVED' RATE OR AT A CUS70M CALCULATED RAZE;
111.91M, IM 11�11111111.;
OWNERS: CHUCK and GAYE BARRETT
2103.2nd AVE WEST
SEATTLE 98119 "Nothing in this permit approval plvicese shall be
2064994605 CHUCK interpreted as allowing or permitting the
425-776-7294 ext 107 GAYE maintenance (if anY c�` `' eritly existingillegal,
nonconforming or unpexmztteo builifing, ss:u¢tuse
or site condition which is outside the scope of the
rmit application,
TAX No 0042 300000 0600 pe
regardler�s of Whether such
,uilding, structure or condition is shown on thr:
LEGAL: EMERALD HILSS BILK OOLOT 6 site Ian or dram,: =.g. Such building, structurrs
SUB TO ESE TO PUD & GEN TEL. enforccement�a'be
arh» s;�41je^", ors seCave.ts
CRITICAL AREA; CRA2016-0139
CALO'. SCOPE OF PROJECT:
INTERIOR REMODELING (NEW KITCHEN, GENERAL UPDATE)
VAULTING KITCHEN/ MASTER BEDROOM CEILINGS
As
�i REMOVE EXISTING DECKS. REPLACE WITH
NEW LOWER DECK: +180 SQ FT
NEW UPPER DECK: +612 SQ FT OPEN WOOD DECKS
DVILT-' 1117
C ZONE: RS-12 / PRD 1969-1 FLAG LOT : ALL SETBACKS 10.FT
�;70 �r-;&par-V; oc z!GaA-t•
LOT SIZE: 12 632.4 SQ FT .29 ACRE r-a
.Lod C o V E2,4E�c €.
--------------
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FILIm Pstim
OWNED/ ONWGTOR AESPUNSWLE
FOR LOCATING ALL ON -SITE UTIUTIES.
RELOCATIOWREVISION TO AW UTILITIES
MAY REQUIRE WPrARATE PERMIT.
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HOW S'
D``
OWNERXONTi IACTOR IS RESPONSIBLE
FOR EROSION CONTROL AND DRAINAGE
' s 'fo tZNI D lZA 1 N � o a rat � f? n tJ f�
A 1Z0 U N O GD tZN
FApplicantall repair/replace all damage to
ntage improvements in City
per City standards that Is caused
ring the permitted project.
APPROVED BY ENGINEERING
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