2006.0562drainagepln.pdfRESUB
JUL 2 8 2906
laUILDINOG MA "IENT
CITY DEP "" S
F: ED OND
Gig 5&g"�
+39.1
It
It RRACE
VMERfCONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
74JU F 24" DIA. ADS PIPE@ 0.5% SLOPE WITH �i I'COVER--
4" DIA. FOOTING DRAIN LINE
'q� COL%ccl- IV rtt2p.
0,lTW 51 ct;- ar mirs—
DS(F)40.75
-731 *-JaG(vk Pa�--
PERMijEw cEl.1
.0 !N8(l REOLARED RIM 44'
ftmmil ml
I E E 38.35' 1 E S 38.29'
DS(E)41 6'OF 6"E�I.A. §40 Pyq�.:
DS(D)41.25
4�" DIk
DOWNSPOUT LINE
x.
\A�AGE
PROPOSEDG
DS(G)40.5.
STJ�GAS��'DRFIIEWAY
PROPOSED RESIDENCE
IDS(C)41.5
42
S(H)4015
C
:f CEPTAL7`.�,. TIGHTLINE
DS(A)41.0 PROPOSED MATERIAL
C CONCRETE DRIVEWAY SDR 35
SCH 40
43.5
-12
N
--MO HANCOR
T L I
DS(B)41 PRIVATE DRAINAGE SYSTEM, CONNECTS TO
/* J�PROVED AS NO-
2TED-, CITY STORM DRAIN ON CASPER
NOTICE F
S CTIC
SMR =
By. BIGINEYRING N NOTICE F
FOR INSPECTIC
DRAINAGE PLAN
+40.1 -7
Das. 6
731 HANNA PARK ROAD
A B7 * —(s
)ARK ROAD, EDMONDS,'WA 98uzu--
V.,
CIT VAL u ur y
NEW RECORDED 8'WIDE DRAINAGEEASEMENT
1pp 4
REOUNS
..........
JUL 28 2005
BUILDING DEPARTMENT
CITY OF EDMONDS
REPLACE EXISTING CB W/ NEW
TYPE 1 (MATCH EXISTING
A,
INVERT LOCATIONS)
RIM 38-03'
I E S 36.88'
BTM 36.66
EXISTfNG CITY STORM C8
ON CASPERS STREET
CB-1
RIM 38.11!
I E N 36.81'
I E W 36.56'
I E 8 36.81'
3.�
I E E 36.76'
1xv
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