12.23.19 CIVILScoY
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DATUM PT.
E= 10000.00,
ELEV. 268.33''
COMPTIES WITH APPLICABLE
crÏv CODE
ENGINEER:
PACElSDA
172+ W. MARTNE V|EW DR|VE #140
EVERETT, WA. 98201
(425) 486-6533 ex. 104
KENM@PACEENGRS.COM
CONTACT: KEN MCINTYRE, PE
APPLICANT/OWNER:
ECHELBARGER HOMES & LAND, LLC
4001 198TH ST SW #2
IYNNWOOD, WA 98036
(42s)673-1 1Oo
TAX PARCELS:
270321003141oo (TBD)
SITE ADDRESS:
720 15IH WAY SìW
EDMONDS, WA 98020
VERTICAL DATUMN:
MONUMENT AT INTERSECTION OF
13TH WAY SW & 7ÏH PL S
ELEV.: 268.35'
PER GPS OBSERVATIONS
LOT COVERAGE:
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MAILBOX
CLUSTER
-ss
13TH WAY SW
FRANCHISE UTILS
(APPRox, tocATroN)
-;J
40' R/WL
1
SS SS
SSSS
I
EX. 1'' WA
PER PtNzOl
(ÎvP)
20'
FRONT
BSBL
20'TRACT
(16' PVMT)
OWNËR/OONTRACTOR I8 RE$PONSIBLE
fOn enO$0N COlffAOL AilÞ DRAIÌ'nqt
(wP)
ENGINEERING DÍVISION
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% OF LOT COVERAGE: 31.4%
(MAXTMUM COVERAGE rS 35%)
NOTEr LOT COVERAGE lS MEASURED
BY EXTERNAL WALLS AND
SUPPORTING MEMBERS, INCLUDING
UPPER CANIILEVERED AREAS,
COVERED & UNCOVERED PATIO
AREAS, EXCTUDING ROOF OVERHANG.
GRADING QUANTITIES:
CUT: 30 CY
FILL: 15 CY
NET: 15 CY (cUT)
ESUB wv7Ðn-lorv
LOT COVERAGE:
LOT AREA:
1,997 SF
6.360 SF
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10' SEWER
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IMPERVIOUS AREA:
EXISTING IMPERVIOUS AREA: 0 SF
PROP. HOUSE
(w/RooF ovERHANc)2,201 SF (TO DRYWELL)
PROPOSED WALKWAY/PAT|O: 52 SF
PROPOSED IMPERVIOUS DRIVEWAY: 440 SF
TOTAL IMPERVIOUS AREA: 492 SF(xotr: DRtvEwAy/wALKwAy Nor ro EXCEED 7so sF, pER p1N20170028)
HEIGHT CALCS:
EXISTING ELEVATIONS:A- 281.6 B- 282.0c- 241.4 D- 283.0
EXIST. AVERAGE GRADE -
MAX. ALLOWED HETGHT (ZS') =
PROPOSED GRADE ELEV =
PROPOSED FINISH FLOOR ELEV :
PROPOSEDHETGHT', )=
0
1724 Wêst Marino V¡ew Drive, Suite 140
Everett, WA 98201
p. 425.486.6533 I f.425.486.6593
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LOT 1 . BUILDING SITE PLAN
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CB INLET P
(sTD PLAN E1.3, TYP)FRANCHISE UTILS
1rá" (MrN) sCH. 40
WA SVC, PER
PLN201 70028
INFILTRATION GALLERY
PER PLN2O17OO28
(ry,r)
' - -r,. .-.-1 ...--.SOIL SÏOCKPILE
AREA (SEE NOTE 4)
RIM=282.
lE:279.6 ,s,w(
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SYSTEM
RESUB
OcT 17 201s
UTILITY ESMT
ROOF/FOOTTNG DRAIN (TYP)
MlN. EL:28O.3
:..:J'.;':-
5' MrN. (TrP)
CLEARTNG LrMrrS (TYP)
FENCE (TYP)oo+
N
EX. 14" & 18" AP (TO REMATN)
INSTALL SILT FENCE AROUND
TREE PRIOR TO CLEARING
ACTVtry
NOTES:
I
I
ROOF RUN OFF WILL BE CONNECTED TO DOWNSPOUTS TO CLEANOUTS AND
FOOTING DRAIN, TO TIGHTLINED TO THE PROPOSEO DRYWELL. FOOTING DRAINS
SHALL NOT BE CONNECTED TO THE TIGHTLINE ANY CLOSER THAN 10' FROM
THE FOUNDATION.
8. TNSTALL t4 GA. VTNYL CoATED TRACER W|RE (TAPED T0 PLASTTC PIPE EVERY
10') T0 BE GRoUNDED AT MEÍER AND PRoPoSED HoME.
9. MINIMUM HORIZONTAL SEPARATION BFTWEEN WATER AND SEtryER IS 1O'.
10. MINIMUM HORIZONTAL SEPARATION BFMEEN WATER AND STORM LINES IS 5,.2, FINE GRADING AROUND THE PROPOSED STRUCTURES WILL BE PERFORMED TO
ENSURE SLOPES ARE AWAY FROM THE PROPOSED DWELLING.
3. CATCH BASIN INUT PROTECTION SHALL BE ADDED TO ANY CAÏCH BASIN
DIRECTLY DOWNSTREAM AND ADJACENÏ TO THIS SITE.
11. ALL FINAL RESTORATION SHALL BE COMPLEI'ED BY THE CONTRACÏOR NOT ÏHE
CIÏY OF EDMONDS.
4. TEMPORARY STOCKPILE AREA SHALL BE COVERED WITHIN 24 HOURS.
12. MIN. 3, SEPERAÎON IS REQUIRED BEI"WEEN DRY UTILITIES
PHoNE, CABLE, ECT) AND WEI UTTL|T|ES (SToRM, SEWER,
(PowER, GAS,
WATER).
5. ALL DISTURBED SOILS WILL BE COMPOSÏ AMENDED PER BMP T5.13.13. MIN.2'COVER IS REQUIRED FOR ALL STORM PIPES LOCATED UNDER
DRIVABLE SURFACES AND 1' MIN. COVER UNDER LANDSCAPE AREAS. SEWER
SHALL HAVE 2' MIN COVER AND WATER SHALL HAVE 18" COVER, REGARDLESS
OF THE LOCATION IN PAVED OR LANDSCAPED AREAS.
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6. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PI"ANS,
CITY OF EDMONDS SÏANDARD DETALS, AND ALL OTHER MEASURES THAT MAY
BE REQUIRED DURING CONSÏRUCÏION.
7. PROPOSED SÏRUCTURE WILL BE REQUIRED TO PROVIDE NFPA 13D
RESIDENTIAL FIRE SPRINKLER SYSTEM REGARDLESS OF BUILDING SQUARE
FOOTAGE.
13. THE 6, SSCO AT THE PROPERry LINE SHALT HAVE A 12" CAST IRON
TAMPHOLE COVER WITH ,á' HEXBOLTS.
DRYWELL SIZING:
15. GRADING, UTILITIES AND ALL OTHER WORK OUTSIDE OF THE CI.TARING LIMITS
SHALL OCCUR UNDER PLN2O1O7OO28.
KDS
PROPOSID R00F AREA =
R[Q'D DRYWELL VOLUME =
(90-cF PER 1,000 SF R00F AREA)
PR0VIDED DRYWTLL VOLUMI =
2,201SF
198CF
Design
KDS 1724 West Mar¡ne View Drive, Suite 140
Everett, WA 98201
p. 425.486.6533 | f. 425.48ô.6593
JENKINS LANE
0 20'Drawn
oT17t201S1":20'Date
186-003-17
Civil I Structural I Planning I Survey LOT 1 - UTILITY & TESC PLAN
(SHEET 2 OF 4)to-
sÍ
3901
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Scc le Feet 06-n 250 CF Project No,
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186 PTANS LOTS 1 -lrnL.dwg 36x2.f
GENERAL NOTES
1. ALL MATERIALS AND WORK SHOWN ON THESE PI.ANS SHALL CONFORM TO THE CMf OF EDMONDS STANDARD
PLANS AND DEIAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL
MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS:
- CURRENT INTERNATIONAL BUILDING CODE (IBC)
- CURRENT WSDOT/APWA STANDARD SPEC|F|CATIONS FoR ROAD, BRTDGE AND MUN|C|PAL CONSTRUCTION_ WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUNO
BASIN (CURRENT EDITION)
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD
DEÍAILS, UNLESS NOÏED OTHERWISE
3, A COPY OF THESE APPROVEÐ PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTON IS IN PROCRESS.
4. DEVIATONS FROM THESE PI.¡NS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL
GOVERNING AUTHORITY.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATONS FROM THESE PI-ANS ON A SET OF "AS-BUILT"
DRAWINGS AND SHALL SUMMARIZE ALL AS*BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR
SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLENON AND ACCEPTANCE, A SET OF AS-BUILT DRAWINGS
SHALL BE SUBMITÏED 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 STTE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS
BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED
APPROXIMAIE ONLY AND NOT NECESSARILY COMPLFÍE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
INDEPENÐENTLY VERIPI THE ACCURACY OF ALL UÏLMY 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
RESPONSIBIUTY FOR THE COMPLFTENESS OR ACCURACY OF THE EXISTING UTILIflES AND SITE FEATURES
PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOÏIFIED IMMEDIATELY OF CONFLICTS THAT ARISE.
CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSÏRUCTION AND SHALL CONTACT THE
UNDERGROUND UT|LTT|ES LoCAT|ON SERVTCE (1-800-424-5555) AT LEqST 48 HOURS PR|OR TO
CONSTRUCTION.
9. CONTRACTOR SHALL VERIPI ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK
AND SHALL NOTIFÍ OWNER,S REPRESENTATIVE OF ANY DISCREPANCIES,
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS.
11. CoNTRACTOR SHALL OBTATN A COPY OF THE GEOTECHNTCAL REPORT (WHERE APPLTCABLE) AND SHALL
THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN
STRICT COMPLIANCE WI'IH THE RECOMMENDATIONS OF THIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PTACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECÏ
GEOTECHNICAL REPORT.
13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATON OR PER/IOUS PAVEMENT IS TO BE PLACED
SHALL BE DELINEATED AND PRoTECTED AT ALL TIMES FROM COMPACTIVE ACTMTIES (i.e. HEAW EQUIPMENT,
sTocKPtLtNG).
14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NAÎVE
SOIL OR COMPACTED STRUCTURAL FILL IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS
PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLÀCE WITH COMPACTED STRUCTURAL FILL PER
GEOTECHNICAL REPORT.
15. SEE SURVEY AND ARCHITECTURAL DRAWNGS FOR DIMENSIONS AND LOCAÏIONS OF BUILDINGS, LANDSCAPED
AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES.
16. SEE ARCHITECTURAL DRATryINGS FOR PERIMEÍER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE
INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE
INDICATED ON THE PI.ANS.
17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLAÏION OF
ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER.
18. ALL ROOF DRAINS, PERIMEÍER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE
CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE.
19. CONTRACÍOR SHALL OBTAIN AND PAY FOR ALL PERMITS REOUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS
INDICATED ON THESE DRAWINGS.
20. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CIW PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL
CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER OUALITY TECHNICIAN, A COPY OF THE BACKFLOW IEST
REPORT. TEST REPORTS CAN BE FAXED TO 425_744_6057 OR EMAILEÐ TO JEFF.KOBLYK@EDMONDSWA.GOV.
BACKFLOW TESTING SHALL BE COMPLNTD BY THE OWNER ANNUALLY THEREAFTER.
21. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE REÍURNED ÏO THE EQUIVALENT
OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS.
22, ALL DISTURBED SOIL ARFAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE
METHODS FOR THE PREVENTION OF ON_SITE EROSION AFTER THE COMPLENON OF CONSTRUCTION. SEE EROSION
CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS.
25. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE
STREEÍS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL.
24. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK
MATERIALS ARE REQUIRED,
25. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN.
26. FINISHED GRADE SHALL SLOPE AIVAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISÏANCE OF
10 FEFT.
27. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS
NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREFTS, 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.
2E. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE
INTERRUPTONS, HYDRANT SHUTOFFS, STRETT CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL
NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE
MARSHAL.
29. COoRDTNATE AND ARRANGE FoR ALL UTrLrlY CONNECTTONS, UTTLITY RELOCATTONS AND/OR SERVTCE TNTERRUPTTONS
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.
30. ALL UTILITIES SHALL BE PI.ACED UNDERGROUND.
31. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTON WORK SHALL BE REPAIRED AT
CONTMCTOR'S EXPENSE AND INSPECTEÐ AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE
PRIOR TO BACKFILLING.
CONSTRUCTION SEQUENCE
1. SCHEDULE A PRE-CONSTRUCTION METflNG WÏH CITY
ENGTNEERTNG DtVtStON A1 425-771-0220, EKl. 1326.
TWO DAY (48 HR) NOTTCE rS REQUIRED.
2, REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL
NOTES.
3, CALL FOR UTILITY LOCATES.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL
WHILE PREVENTING DISTURBANCE OF ANY AREAS OF
VEGTTAÏON OUTSIDE THE CONSTRUCTON. INSTALL
PROTECTIVE BARRIER FENCE AROUND PROPOSED
DRYWELL LOCATIONS TO PROTECT AREA FROM
COMPACTION.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY
OF EDMONDS CITY ENCINEERING INSPECTOR. ALL
TEMPORARY SEDIMENTATION AND EROSION CONTROL
MFÁSURES MUST BE IN PLACE AND INSPECÏED PRIOR
TO ANY CONSTRUCTION OR SITE CLFARING. EROSION
AND SEDIMENTATION CONTROL PRACTICES AND/OR
DEVICES SHALL BE MAINTAINED UNÏIL PERMANENT
VEGTTAÏON IS ESÏABLISHED.
6. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE
FEAÏURES.
7, CLEAR, GRUB & ROUGH GRADE SITE, REVEGETATE
DISTURBED AREAS NOT SUBJECT TO ADDITIONAL
SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH
GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED
PER EROSTON CONTROL NOTES BELoW)
8. INSTALL UTILITIES AND OTHER SIÏE IMPROVEMENÏS,
INCLUDING FRONTAGE IMPROVEMENTS.
9. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS
PRIOR TO RËVEGETAÏON OF ENTIRE SITE.
10. ESTABLISH IâNDSCAPING AND PERMANENÏ VEGFTAION.
ALL TEMPORARY EROSION CONTROL MEASURES SHALL
BE REMOVED UPON FINAL SITE STABILIZAÏION AND
APPROVAL BY CITY INSPECTOR.
L
32. NEW UTILIÏY LOCATIONS ARE GENERALLY SHOWN BY
LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD
REPRESENTATIVE AND CITY.
DIMENSION, WHERE NO DIMENSIONS ARE INDICATED,
ADJUSTMENTS SHALL BE APPROVED BY OWNER'S
33. FIEL.D STAKE ALL UTILII'Y STUBS AT THE PROPERTY LINE.
34. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%.
COMPACTON TEST REPORTS SHALL BE PROVIDED TO ÏHE CIÏY PRIOR TO PAVING.
35. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITI BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS
A CUSHION BET\¡VEEN THE UïlLlTlES.
36. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING.
57. SEE ELECTRICAT DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK.
38. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATON SYSTEM,
39. PIPE MATERIAT ANÐ SIGNAGE SUBMITTALS SHALL BE PROVIDED TO ClrI ENGINEERING DIVISION FOR APPROVAL
PRIOR TO INSTALLATION.
RESl.lB
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186-003-17
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1724 West Marine View Drive, Su¡le 140
Ëveretl, WA 98201
p. 425.486.6533 | f. 425.486.6593
Civil lStructural lPlann¡ng I SuNey
www. paceengß.comffimffi
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LOTl-PLANNOTES
(SHEET 3 OF 4)
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OBSEruATON PIPE TYPE 1 OR I-L üTCH
ÊASIN V SOLID UD PER
CIÍY STNOÆD DETÁIL
sD-303 0R SD-JO4
GUIERCENTER OF DRWEI
48" 0A. (MrN) oRYWÊU
4" (M¡N) PERFoRÀÍEO
ryC UNDËROMIN PIPE
I
CLffiOUT PIPE (fw)
z:
ç
5'5'
t0'
l:,î,1--
_ _ PROPEffi LNE/ffffiT
PLAN
Nfs
RSMOVÄBLË PUSH-ON WC CÆ
4' (MrN) PVC oRÂrN P|PE PÊR !¡¿S0OT
SPEC. 9-05.1(5). 1Z (MrN) SLoPE
TE$ PLUG IN
AOX MÆKED
CLilNOUT
12"4" (MtN) PVC
wsDof sPgc.
SLOPÊ
DRAIN PIPE PÊR
9*05.1(5), POgTTVË
6" (MrN)
2" (MrN)GENERAL NOÏES:
1. REFER fO fHE 2017 CIÍY OF
EDMONOS STORMWATER ADDENDUM
FoR sErMcK (cHEcKUsr 13) ÀD
INFEASIBILIil REQUIREMENTS.
2, MINIMUM COVER OÊPfHS ÆSUME NO
VEHICULAR LOAOING. OESIGNÊR TO
SPECIFI COVER DEPIHS IF
VETI¡CULAR ÎMFTIC ANTICIPAIED.
SPEC. 9-05.1
GEOIENILE, SEE NOTE 1
WASHED DruN ROCK,
SÊE NOE 2
3. PROVìoE t0 FEÍ (Vrñ) SPACTNG
BENVEÊN DRY WELLS.
UNCOMPACTÉD NA'IWE
NOTES:
UIERru,
(MrN)
scÁRtry 5"1. PUCE GEOIENILÊ FABRIC ALONG WALLS ND IOP OF
ROCK. GEO'IENLE SMLL CONFORM IO WSDOT SPTC.
GEOTEMLE FOR SEPAMTJON, NON_WOVEN WPE.
WÆHED
s-3J.2(r ),
OR WOMUUNLY
REffiICTJVE UYER 2. WÆHED OMII{ ROCK SHALL CONFORM TO WSOOI SPEC.
9-03.i2(5), GMVEL BACkFTL FoR DRWELLS,
3. OBSERVAIION WËLL SMLL CONFORM TO WSDOI SPEC.
9-05,2(6), PERFOmTEÐ ryC UNDERDRATN PIPE.
PROFILE
Nß
ÇIIY- IE*EOMANPS
PUBLIC WORKS
DEPARTMENT
ÏYPICAL DOWNSPOUT
INFILTRATION DRYWELL
REVISION DATE
DÊCEÍ8ER 20'7
STANDARD
DIIAIL
sD-638APPRO\GO BY:R. ENGLISH
UNOISTURBED PLÀNIS
(sEE NOf€ r)
UNDSruREED ÍURF (UWN)
Æ&s (sEE NolE r )
UNDISruRAEDMilE WCETAIION
UNDISIURBÉO
TURF/UWN/LANOSCÆE
UNDISTURBED NAIIVE SOIL UNDISTURSED MTfvE SOIL
PI,ANTING BEDS
2. ORNIC MULCH CRÁSS: SEED OR SoD
3' OF COMPoSÍ
INCORPoRAEÐ INTo 5" oF
sfTE sorL (rorAl AilENÐEo
DEPTH OF 9.5", FOR ÂSruD DEPTH oF 8")
i.75" OF COMPOSI INCORPORATTO
|NTO 6.25" OF S|TE SO|L (TOr[
AMENDED DEPTH OF 9.5,, FOR A
SETTLED DEPIH OF 8)
sussorl scARrFrEo 4- EELow
COMPOST AMENDEO LÀYER
(12" BELOW SOrL SURFACE)J' =t,
suBsotL scARrFrEo 4' EELow
COMPOSÎ AilENOED LÀY€R(r2' BELow sorl suRFAcE)
OPTION 2 - AMEND IN PLACE OR SÏOCKPILE AND AMEND
GENERAL NOTES:
PL.ANÌING BMS 'TURF (LÀWN) AREAS
2" ORGNIC
MULCH
SEED
1. AREAS OF NO DiWRBNCE
SMLL 8E FENCÊD ÀNO EXISÍING
WGrIANON AND SOIL STIÄLL BE
PROTECTED FROM CONSTRUCÎION
IMPACIS.
2. TO ilFNSURE SFfrLED DEÐH,
WATER SOIL SUFFICIENTLY TO
FUI.LY SATUMTE WtrHOUI
CAUSING EROSION.
J. COMPOST SHALL MEET SPEC.
REQUIREMEffiS IN IHE 2017
EDMONDS STORMWATER
ADDENOUM (CHECKLISI 7).
4. coMPAclloN oF toPSorL (WHERÊ
REQUTRED) To BE To 8su (Mü)
OF THÊ MAXIMUM ORY OEÑSfr
PER MODIFIEÞ PROCTOR TESI
(AsrM or5s7).
6" IMPORÍED
TOPSOIL MIX
(COMPACTED
DEPTH)
6" rMPoREo
TOPSOIL UIX
(coMPACÌED
DEPTH)
suEsorl rs
scaRrFtËD 6'
BELOYT
IMPORIEO
toPsorL Mlx
''r SUBSOIL IS
SCARIRED 6"
BELOW
IMPOtrÊD
TOPSOIL MIX
OPTION 3 - IMPORÏ ÏOPSOIL
POST CONSTRUCTION SOIL
QUALITY AND DEPÏH
PUBLIC WORKS
DEPARTMENT
APPRMD AY:
REVJSION DAfE
DECEXSËR 2017
STANDARD
DETAIL
sD-642
1. YARD DRAINS TO BE CONSTRUCTED FROM CONCRETË
PIPÉ OR CPEP IN ACCORDANCE WTTH ¡\Sñ¡ C 14.
2, CUTOUT HOI."E SIZE IS EQUAL TO OI.'I1.EÍ PIPE
OUTSIDE DIA¡¡|EIER PLUS YARD DRAIN W¡\I-L.IHICKNESS.
3. CONNECÍION TO OIJNET PIPE fO BE MORTARED ÁI'¡D
MADE FLUSH WTTTI F¡CE OF BELL
^ro
@ b
,+. lHE CRAIÊ SllAII HAVE SLOTS fHAr CONSnnm
sOU OPEN AREÀ INLEÍ BEI.I SURF¡CE SHAI.I BE
FTNTSHEO TO ASSURE NON-RoCKTNG Fn pLAN VIEW
5. WASHED DRATN ROCK, ô'DEPÌL (MtN).
AvnRo onr¡r
ELEVATION
VIEW
\:// N.r.s.
Æ\ so¡r- DETATL
\ - ,/ N.r.s.
YARD STUE FROM RESI.'B
4'ryc ROOF/FOOIING DRA|N
FLUSH gCT I 7{:'.1
''i'ì'l
o sl
5'10'5'
PTAN VIEW
OBSERr'AltON
(PER sD-368)
FINISHEO GROUND
sunr cE
DR\lYEtr 3901 E
w/ 1r' - 3'WASHED
DRAN ROCK T s T
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slDEs oF DRYWÉU_S
KDSDe-;idn-
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08/28/f9
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186-003-17Þroj=ATo'-
1724 West Marine ViE¿v Drive, Suite 140
Evsrett, WA 9820f
p. 425.486.6533 | f.425.486.6593
JENKINS LANE
PRORLE VIEI/
ùe4¡#{s&tu@/1\ onvwelL coNFrcuRATroN Civil I Süuctutal I Planning I Survey
www. pâceongrs.com
LOTf-PLANDETAILS
(SHEET 4 OF 4)\:/r N'r's'
SHAIL BE UNED WTITI
RL'IER FAÊRIC
EL=275.O
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