ENG PROJECT ASBUILT (2)OME
LREC
BOLTS W/ ACNE O
OF fn ATCLENI
Q /
p�/ "577T OFSEWERLICE caR E5 O t0
�` 8E .l. L75' F SIOrE A I MO OVER
8 / 2°` A DIN EDMow ASRE�Rrs
1 /
EXIST SEWER LIE TO DE CAPPED AT /
EDGE OF EASEIVEM AND NOT REUSED.
NEW SEWER LATERAL 6 PROPOSED AND
IS TO DECM DRILLED ASrot CITY
STANDARDS WTH RONNC SADDLE OR
/ UWAL. SEE CITY OF EMOVS
STANDARD DETAIL 55202
/
i+1�Ci f p1- `L"45
FN rRoN [ 6i�TR1' f
NEW FENCE
MATERIAL e
AM
AT "G. =
DSPVE=N6
FTG PIPE nr 46
♦' AD5 PVT FOR SEWER
I19DE nOf.NE TO DE STIABED L
OUTSDE OF H O" 2 FT. FROM 2
FT. 5T06. CDNIELT Wl 4' 90R 96
,GASKETED SEWER PRE TO B
SEWER CLEANOJf. INERT EL OF 2'
rm TO DE W9
CLOSER THIN 24' TOGRADE OR rROpO5FD
IF ROOF PLAIN LINE 15FISTALLED RE R)ENGE
LNOER CONCRETE PATIO
MAIN FLOOR 5U6FLOOR, I&C
7U5 4' RIG® TOP OF LOWER FLOOR SIAB -- 1480
TED M DRAIN PRE AT
OF EXTERIOR C04MM
i. COAER WTH I L?
CK AND FILTER FABRIC
E
D5 PRE = 479'
WATER METER HOTE5:
REMWE EMT 9/4' WATER MERE
THE PACKOF THE WATER METER 15 TO DE
�1
ELECTRICAL LINE TO
H XM..! SOEDIAE
DOM ELECTRICAL
CTAWT AT?DFLOM
(GRADE r),TY►
E LAwsovE IRRIGATION DACKFLOW A55EMOLY
IOfARi U TEIRON LT:ATE EAST OF NEW WATER METER
IC
aMOI
Ira olArM MERE WATER NO
4' PERFORATED KIGV CONE
N UE AND ROOF TIGHT LIE TO
AT IO FROM CORNER OF HOUSE
CONr?&OJ5 4'RGD
rWOUTED FYC DRAW PIPE AT
rERD4 OF ALL ERT CONERETE
FIGS IFLLLOI G CENTER
GARAGE CONCRETE WALL FTG.
CLOVER WITH IV DRAW ROCK AND
FILTER FADER( M.
TE LOCATION OF SORIK LIXATION
15ON GEOTEDtCAL A550G ►-
r DATED pELEMM 20. 2019, FILE
poGRhAN^ W[T14 SYµTNETV-- 4�"�
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ELEVATION �
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rI1G STORM DRAIN
11 OASW 12. TYPE IL 48'
0VP
GTTTEK TOGARAGE CODER APO
NORTHEAST FROM HERE
5 70 5F, of RAF
TER LOCATAN p,p^--o jyLr.L..l
IKTZ:> Nye: Iclx �0
/ / t�,RYwou-
d TALL RETAINING WALL FOR
/ GARDAOECNIRFffSSEDAREATOF
I OF RETAINING WALL. WV ELEVATM
/
ICON ECf 4- PVC RGD DRAIN PIPE FROM
iC3RNER DOWNSPOUT TO CATCH DASW
AND DRYWELL, USE 4'rVC
rE WIMATED DRAIN MM W ORYWELL
CATCH DASWYARD DRNI (E-1575)
TYP. DOWN5rM NITRATION DRY WELL PER
/ COE ENG. DETAIL SP-6M
/ 'T5C )RIYMx=(VI IOW-'1O t4at$p
1 TO► W ROCK ELEV. AC,
KM OF ROCK ELEV. - LAB
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ba4- Ada V!I� 7-14A4 WP.U.sS,
flOE 5M F4AJKE 7
RPONTAL
E WAFER,
MM LINE
E.rHDNE,
MaURED
Es.Trr-
Ta OF
YP
4'
+
"
AY'Ito
0
_ VrtK
t
4*90
+" R
4:"
-TAST
314' WATER
RERAGEMfH
WTUKREPLAaw
METER „1
crfANv FA4FLAFe
-
r
AIDDCAR gAfIDH
AN LRR
W
I&
ri a o l V 1 s-TA DEL MA¢- DIUV , frj Mor►Y;� WA.WO'�, '�3
#4 REBAR @ 5" O.C.
PERPENDICULAR TO DRIVEWAY TEST PLUG IN PLASTIC
#4 REBAR @ 10" O.C. PARALLEL BOX MARKED DRAIN
TO DRIVEWAY
5/8" CLEAN 5/8" CRUSHED
CLEANOUT CRUSHED MINUS ROCK
ROCK COMPACTED
G" CONCRETE SLAB
1 1 /2" SAND 4" PAVERS
4" (MIN) SOLID PVC
PIPE OUTSIDE OF a
DRYWELL
co
0
1
101- 011
4" (MIN) PERFORATED PVC
UNDERDRAIN PIPE PER
WSDOT SPEC. 9-05. 1 (G)
UNCOMPACTED NATIVE
MATERIAL, SCARIFY 3" (MIN)
1 1 /2" CRUSHED CLEAN
WASHED ROCK, SEE NOTE 2
DOWNSPOUT INFILTRATION DRYWELL
FOR SECTION A -A
SCALE: 1/2" = I' 0" HITCHENS PROJECT, PERMIT #BLD2020-0433
17901 VISTA DEL MAR, EDMONDS WA, 9802G
ROOF DOWNSPOUT
o
z
o ¢ �
4" (MIN) PVC DRAIN PIPE
101 MIN.
PER WSDOT SPEC.
9-05. 1 (5), POSITIVE
0
z W
a o
SLOPE
o
� � M
REMOVABLE PUSH-
Q
o
1
r
ON PVC CAP
MIN
n
GEOTEXTILE FABRIC ON
SIDE, TYP.
REMOVABLE PUSH -ON
PVC TEE
TYPE I OR I -L CATCH BASIN W/
SOLID LID PER CITY STANDARD
DETAIL 5D-303 OR 5D-304
I' (MIN) ABOVE SEASONAL HIGH
GROUNDWATER TABLE OR
HYDRAULICALLY RESTRICTIVE LAYER
GENERAL NOTES:
1. REFER TO THE 2017 CITY OF EDMONDS STORMWARTER ADDENDUM
FOR SETBACK (CHECKLIST 1 3) AND INFEASIBILITY REQUIRMENTS.
2. COVER DEPTHS ARE BASED ON VEHICULAR LOADING.
3. PROVIDE 10 FEET (MIN) SPACING BETWEEN DRY WELLS. DRY WELL TO
BE LOCATED 5 FEET (MIN) FROM PROPERTY LINE
NOTES:
1. PLACE GEOTEXTILE FABRIC ALONG WALLS AND TOP OF WASHED ROCK.
GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(I ), GEOTEXTILE
FOR SEPARATION, NON -WOVEN TYPE.
2. WASHED RAIN ROCK SHALL CONFORM TO WSDOT SPEC. 9-03. 1 2(5),
GRAVEL BACKFILL FOR DRYWELLS.
3. OBSERVATION WELL SHALL CONFORM TO WSDOT SPEC. 9-05.2(G),
PERFORATED PVC UNDERDRAIN PIPE. OBSERVATION WELL TO BE LOCATED
AT OUTSIDE EDGE OF NEW DRIVE WAY
DATE:
7/5/23