102_PL_W-22922-ASBUILT.pdfNW 114, SEC 36, TWP 27N,
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• (CITY OF EDMONOS PLN20150043) _.
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GENERAL NOTES
1. ALL MATERIALS AND WOORK SHOWN ON 7HESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE
FOLLOWING SPECIFICA77ONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE AND FEDERAL CODE. RULES AND
REGULA77ONS.•
- CURRENT INTFRNA77ONAL BUILDING CODE (IBC)
- 206 WSDOT/APWA STANDARD SPECIF/CA77ONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
-WASH/NGTON STATE DEPARTMENT OF ECOLOGY STORMWATER
MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDI770N)
2.STANDARD PLAN AND TYPE IVUM8ERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS N07ED
07HERWISE
J. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITF WHENEVER CONS TRUCT7ON IS /N PROGRESS
4. DEVIA77ONS FROM THESE PLANS MUST BE APPROVED BY 774E ENGINEER OF RECORD AND 7HE LOCAL GOVERNING AUTHOPITY.
5.CONTRACTOR SHALL RECORD ALL APPROVED DEWA77ONS FROM THESE PLANS ON A SET OF AS -BUILT•" DRAWINGS AND SHALL SUMMARIZE ALL
AS- BUILT CONDI77ONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLE7ION AND
ACCEPTANCE, A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING
OCCUPANCY/FINAL PROJECT APPROVAL.
6.ELEVA77ONS SHOWN ARE IN FEET: SEE SURVEY FOR BENCHMARK INFORMA770N.
7. THE LOCATIONS OF EXIS77NG U77LI77ES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED 8Y OTHERS 8Y FIELD. SURVEY OR OBTAINED
FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY 7HE ACCURACY OF ALL U77UTY LOCA 77ONS SHOWN AND TO FURTHER
DISCOVER AND PROTECT ANY OTHER U77LI77ES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE /MPLEMENTA770M OF THIS PLAN.
CONTRACTOR SHALL VERIFY LOCA77ON, DEP7H, SIZE, TYPE AND CONDITION OF EXIS77NG U7TUTY LINES AT CONNEC770N OR CROSSING POINTS
BEFORE TRENCHING FOR NEW U77LI77ES ENGINEER ASSUMES NO RESPONSIBILITY FOR 774E COMPLETENESS OR ACCUR CY OF THE EXIS77NG
U77LI77ES AND S17F FEATURES PRESEN7ED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONT CTS THAT ARISE.
8.CONTRACTOR SHALL LOCATE AND PR07ECT ALL U77LI77ES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND U77LI77ES
LOCA77ON SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONS7RUC7I0N.
9. CONTRACTOR SHALL VERIFY ALL COND177ONS AND DIMENSIONS AT THE PROJECT 97E BEFORE STARTING WORK AND SHAD N077FY 01WER15
REPRESENTATIVE OF ANY DISCREPANCIES j
10. PIPE LENGTHS WHERE SHOWN ARE APPROX/MATF AND MAY CHANGE DUE TO FIELD CONDITIONS.
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GE07ECHN/CAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY rAMILIARIZE HIMSELF
WITH THE CONTENTS THEREOF. ALL SI7E WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDA77ONS OF THE PROJECT GEOTEC!•MICAL REPORT.
13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT 1S TO BE PLACED SHALL BE DELINEATED AND
PROTECTED AT ALL TIMES FROM COMPAC77VE AC771477ES (i.e. HEAVY EQUIPMENT, STOCKPILING).
14. MANHOLES, CATCH BASINS, U77LI77ES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NA77VE SOIL OP. COMPACTED
STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVA77ON, REMOVE AND
REPLACE WITH COMPACTED STRUCTURAL FILL PER GE07ECHNICAL REPORT.
15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCA 77ONS OF BUILDINGS LANDSCAPED AREAS AND 0774ER PROPOSED OR
EXIS77NG SITE FEATURES,
16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDA7ION DRAINS FOUNDATION DRAINS SHALL BE INDEPENDENT OF 0774ER 97E DRAIN
LINES AND SHALL BE 71GHTLINED TO THE STORM DRAIN SYSTEM WHERE 1NDICA7ED ON THE PLANS
17 ALL REQUIRED STORMWA TER FACILITIES MUST BE CONSTRUCTED AND IN OPERA77ON PRIOR TO INSTALLA77ON OF ANY PAVEMENT UNLESS
07HERWSE APPROVED BY THE ENGINEER.
1& ALL ROOF DRAINS, PERIMETER FOUNDATON DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNEC7FD TO THE STORM
DRAINAGE SY57EM, UNLESS N07E•D OTHERWISE
19. ALL F0077NG DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT To THE DRAINAGE SYSTEM DOWNSTREAM OF 774E SITE
STORYWATER DETEN 77ON SYSTEM.
20, CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INS TALLA77ON OF ALL SITE IMPROVFMENIS INDCATED ON THESE
DRAWINGS.
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DtR DEVELOPMENT, INC. 15241 NE 90TH STREET ar
' �` : \ . / 753E 233RD PL SE +f` REDMOND, WASHINGTON 98052
V KODINVILLE, WA 98073 (425)'823-5700 - EXT. 301
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. I BELLEVUE, WA 98005
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PHONE., .. ,. • ;,,� - � •, i i ` EMAIL: RAYCOGLAS6�EAR7HS0 (425) 284 3300
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„ E4iirROBLORAME7VGINEERINGINC.COM CONTACT: RAY COGLAS, PE
:
CONTACT ROB L. LONG, PE
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# L LEGAL DESCRIPTION
(77?ACER WIRE TO BEv� ' h' N,
INSTALLED WITH WATER LINE) _ \ LtT•5, BLOCK 1, DIVISION NUMBER 2 OF WESTGATE PARK, ACCORDING TO THE
�`:.
METER INSTALLED AS PART 0 I ' `' N,PLOT THEREOF, RECORDED IN VOLUME 13 OF PLATS, PAGE 40, RECORDS OF
WASHINGTON,
`
SHORT PLAT `PLN 2i7150043 } : :` ' '\ Y, t SIOHOMISH COUNT
CONNECT TO SAN SEWER STUB PROVIDED A>
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EJCEPT THE NORTH 2 FEET THEREOF;
E)CEPT THAT POR77ON DESCRIBED AS FOLLOWS.•
PART OF CHEEKS SHORT PLAT CONSTRUC. dN.-
A.\ `r
BEGINNING AT A POINT ON THE SOUTH LINE OF 174E NORTH 200 FEET OF 5AJ0
( CONTRACTOR TO CONFIRM DEPTH AND
'TO
/ �'��"'� �,..:-� :_• �..:' .. ,
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77?kCT 5, SAID POINT BEARING NOR7N 89 46'32' WEST AND BEING 50.00 FEET
LOC.ATiOh: PRIOR CONSTRUCTION)
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W 57ERL Y OF THE WESTERLY MARGIN OF 102ND PLACE WEST,•
RAk*6b.
ENGINEERING, IN(
Civil Engnieering / Land Plannin(
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16531 13TH AVE W, SUITE Al08
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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TTf.NCE SOUTH 86*15118" BEST FOR 82.02 FEET;
77fiNCE NORTH 89V1 �F4" WEST FOR 4a 14 FEET;
7Tf,NC.E NORTH 785603" FOR 2Z41 FEET TO THE SOUTH LINE OF SAID NORTH
� � �, . _ • ••�•,, .:.:•..: -- .: � Jo 2!0 FEET � {��'
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770CE SOUTH 89 4632' EAST ALONG SAID SOUTH LINE FOR 148.88 FEET 7iO
\` ' \� W; POINT OF BEGINNING;
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.. �� TO�E774ER WITH THAT PORTION OF VACATED 1047N AVENUE LYING ADJACENT 701
. RD LOT 5 AS DISCLOSED IN CITY OF EDMONDS
j .::............ ORDINANCE NUMBER 2476
S
ADORDED UNDER AUDITORS FILE NUMBER 8502210064, RECORDS OF ' y
/ f 5W�HOM/SH COUNTY, WASHINGTON.
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BENCH MARK .�
y . r GINEERING DIVISI ,,,, J
21, A SEPARA)t /RRIGA'iTON PERMIT MUST BE 08 TAWED =7RO 1 THE CITY PUBLIC WORKS JEPAR TVEN T 1PR9R TO FINAL CONSTRUCTION %/, ; � � W"CAL DA TUM: NAM 88 AQPREDAAR N
ACCEP PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST RPORT. TEST REPORTS CAN BE FAXED TO
425- 7 OR EMAILED TO LINDA.MCMURPHY®EDMONDSWA.GOV BACKFLOW 7ES77NG SHALL 6E (OMPLETFD BY THE OWNER ANNUALLY � T G 01� NOT �a�'
CP/GYN.4 ]]NG 8EN(/ARICftj
7NEREA TO BE T rz AREA USED FOR "
• T � � LOT COVERAGE SOT MONUMENT DESIGNA710N.• GP31099-80, AS �UBL/SHED Y - � a
D'clE.i� ,r 134OT��" W15IIlNGTON STA7F DEPARTMENT OF 7RANSPORTAAQN.
22. AS A MINIMUM REQUIREMENT, ALL DISTURREV AREAS ON AND OFF S17F SHALL BE RERURNED TO THE IQUIVALENT OF THEIR PRECONSTRUCRON FID MARK IN A WSDOT BRASS DISK CEMEN7FD INTO A DRILL HOLE
CONDITTON IN ACCORDANCE WITH APPROPR.'ATF REQUIREMENTS AND STANDARDS SAMPED 1995 GP 31099-80'ON CONC WALK 0 SW COR SR99/SRwoft
23 ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACEPTANCE METHODS FOR THE 14 OVERPASS. � N PREWN77ON OF ON- SITE EROSION AF7V? THE COMPLETION OF CONSTRUCTION. SEE EROSION CON7RC PLANS FOR SPECIFIC GRADING AND EEV = 431.92'
EROSION CONTROL REQUIREMENTS CONTACT YM ,,, J O Lu
WATER / R- 7 . $ SE BENCHMARK - TOM "A' uj
24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL 77MES BY SWEEPING. WASHING OF 77ESE STREETS WILL NOT BE ALLOWED ET Y ON SW BONNETT BOLT OF FIRE HYDRANT
WITHOUT PRIOR APPROVAL. r, D LEV = 375.26• ANNfNG �J N
25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT BOTH EXPORT AND IMPORT OF SOIL ANa hOCK MATERIALS ARE REQUIRI .L ( Z, ra s REC , �} W SD4HMARK - 78M 16" 0 g N
�" •L01� T Sr 600 NAIL IN W FACE POWER POLE r...�^ ® Q
26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVA77ONSSHOWN E �'o eFF0 °�ITiI� Isi1 f 3 ry F /cam AcroF, �E� A % EiV = 369.58' X N "'j
27 FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM
5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET
28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACIN6AS NECESSARY TO PR07ECT WORKERS,
EXISTING BUILDINGS, STREETS, WALKWAYS, U77LI77ES AND OTHER EXIS77NG AND PROPOSED 1MPROVEMNTS AND EXCAVATIONS AGAINST LOSS
OF GROUND OR CAVING EMBANKMENTS CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL (T SHORING AND BRACING, AS REQUIRED.
29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WAfR SERVICE INTERRUPTIONS, HYDRANT
SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRIC77ONS CONTRACTOR SHALL NOT RELOCATE9R EUM/NA TE ANY HYDRANTS WITHOUT
FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL.
30. COORDINATE" AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE 117ERRUP77ONS WITH THE AFFECTED
OWNERS AND APPROPRIATE U77LITY COMPANIES. CONNECT70NS TO
EXIS77NG U77LI77ES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHOR177ES GOrRNING SAID U77LITIES
31. ALL U77LI77ES SHALL BE PLACED UNDERGROUND,
32. EXISTING U77LITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUC7ION WORK SHALL BE REk1RED AT CONTRACTORS EXPENSE AND
INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNERS REPRESENTA77VF PRIOR TO SACKFILLYS.
IR0Stt!N rONTPf 1 f
NEED Dmsm
ENd
14AINTAIN FUT M UL ED EROSIOtV CrN'TRQL
IMPERVIOUS AREAS
HOUSE+COVERED D/W, PA710, PORCH & WALK 2,860 SF
(ROOF LINE)
UNCOVERED PATIO AND WALK 120 SF
UNCOVERED DRIVEWAY 520 SF
TOTAL = 3, 500 SF
33. NEW U77UTY LOCA 77ONS ARE GENERALL Y SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDIQATD, LOCA 77ONS MA Y BE SCALED FROM
DRAWINGS FIELD ADJUS7MENT5 SHALL BE APPROVED BY OWNERS REPRESENTA RVE AND CITY. LOT COVERAGE (LOT 2 ONLY)
34. FIELD STAKE ALL U77LITY STUBS AT THE PROPERTY LINE LOT AREA: 9,813 SF
35. TRENCH BACKFILL OF U71LI77ES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED YO 15% COMPAC77ON TEST REPORTS SHALL (LESS INGRESSAEGRESS EASEMENT) -1,809 SF
BE PROVIDED TO THE CITY PRIOR TO PAVING. 8,044 SF
36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW U77LITY BY 6" OR LESS PLACE POLYETHYLENE PLAST.' FOAM AS A CUSHION BETWEEN THE ALLOWABLE COVERAGE (35X) Z815 SF
Urnr77ES• HOUSE, COVERED PA7701PORCH & GARAGE 2,507 SF
37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CON 77NUA77ON OF SITE U77LI77ES WITHIN THE d.IILD/NG. PERCENT COVERAGE 31.2X
38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR €LEC7RICAL WORK..
39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM.
40. PIPE MATERIAL AND SIGNAGE SUBMITTALS .SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION.
BUILDING HEIGHT
CALCULATIONS (AGG)
SPOT FLEVA77ONS FOR HEIGHT CALCUL•aT10NS:
ELEVA 77ON A:
364.36
ELEVA77ON B:
367.58
ELEVA77ON C.
ELEVA D:
368.13
ON
TOTAL:
ORIGINAL GRADE
364.64
= 1,464.71
366.18
AVERAGE (A}
TOP OF GARAGE SLAB =
=
365.50
ROOF A T RIDGE =
390.17
ALLOWABLE BUILDING HEIGHT =
391.18
(366.18 + 25 FT)
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1AYLITY PURVEYORS c J1�11'1�j
WATE• SUPPLY OLYMPIC AEIf WATER & SEWER DISTRICT
NLA
425-774- 7769 '•t� = i o � � C
CA
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SAWARY SEWER: OLYMPIC VIEW WATER & SEWER DISTRICT
425-774-7769
STI7W SEWER: CITY OF EDMONDS
425- 771-0235 I h
Corner�Flag� ���
P! FRONTIER -st..� R tared 1•� .' 4
. 425-263- 4024 Sb r,
CONTACT -EREMY FALLT Front �% _ �.►.� ---`� N
c Co,NCAST Sides 2---
425-263-5482 Rear-- '
CONTACT MIKE FONTENOT Other W
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G}S` PSE .
E 888-321-7779
1 SNOHOMISH COUNTY PUD L,
425-67T-3216 O�� �L0
' CONTACT- MARY MCALUSTFR
!� DISTRICT 5NOHOMISRECEIVEDH COUNTY FIRE DISTRICT N0.1 �
425-551-1200
S DISTRICT EDMONDS SCHOOL DISTRICT OCT 18 2016 0 °3 0_ 8
425-670-7000 JEVELuvmLNT SERVICES CTA. T �
CITY OF ECMONM fh►r. r
UTILITY 10TE GRADING QUANTITIES
1. AL N8/ U77LI77ES ARE REQUIRED 70 CUT nLL
BE INS4LL£D UNDERGROUND. 150 CY 150 CY
LINE, T WE
AREA (SQUARE FEET)
1. NON -REGULATED
0
EXEMPT
REGULATED
2. REPLACED
0
0
J. j '!EW (POST 1977)
+
3,500
4. : TO TA L REGULATED IMPERVIOUS AREA
=
3,500
5. TOTAOREA M '-SATED BY EXIS77NG STORMWATER MANAGEMENT SYSTEM(S)
-
0
6• ' REGULATED AREA NOT YET U177GATED
=
3,500
7. j AREA PRIOSED '0 BE M17TGA7ED BY LOW IMPACT DEVELOPMENT TECHNIQUES
=
3,500
8. AREA PIAOSED TO BE MITIGATED THROUGH CONVENTIONAL SWAN TECHNIQUES1
=
0
IaI 7/10
ENGINEER:
ROB L. LONG, PE
DRAWN BY.•
LEE M. TOMKINS
ISSUE DATE: SCALE:
1017116 AS NOTED
JOB NO:
15-027
SHEET
SP-01
SHT % OF 2