ENG PROJECT ASBUILT - LFSET REBAR & CAP EMW LS #44651
O FOUND REBAR & CAP (AS SHOWN)
® FOUND CASED MONUMENT (AS SHOWN)
® FOUND BRASS DISK (AS SHOWN)
�PMr� POWER METER
J POWER POLE
P
j POWER POLE W/LIGHT, TRANSFORMER & DROP
SIGN
STORM DRAIN MANHOLE
psi SEWER MANHOLE
SEWER CLEANOUT
,93 WATER METER
WATER VALVE
FRUIT TREE
(R) DISTANCE PER REFERENCE
(M) DISTANCE AS MEASURED
(C) DISTANCE AS CALCULATED
LS LICENSED LAND SURVEYOR
F.F. FINISHED FLOOR
HOGWIRE FENCE
WOOD FENCE
OH OH OH OH
OVERHEAD UTILITY LINE
-D----D----D----D---
STORM DRAIN LINE
-S----S----S----S---
SEWER LINE
-W----W----W----W---
APPROXIMATE WATER LINE
R/W
IL
R/W
15' PERMEABLE PAVEMENT
EXISTING GRAVEL i EXISTING FENCE
I(TO BE REPLACED) I (BETWEEN DRIVEWAYS)
POROUS i
HMA/WMA
2:1 MAX (CUT).
1.09•
3.1 MAX FILL
PROPOSED
GAS SERVICE BASE COURSE
SUBGRADE
PERMEABLE PAVEMENT SECTION SHALL BE IN
CONFORMANCE WITH COE DETAIL SD-621 & SD-627
ALLEY CROSS SECTION
LOOKING WEST NOT TO SCALE
TYPE OF AREA
SQUARE FOOTAGE
STORMIMATER FACILITY
LAWN AND LANDSCAPE
3240
SOIL AMENDMENT
ROOFS
2569
INFILTRATION TRENCH
HARD SURFACES
791
PERMEABLE PAVEMENT
OFFSITE ALLEY
903
PERMEABLE PAVEMENT
GRAPHIC SCALE
20 0 10 20
SCALE: 1" = 20'
NW 1/4 OF SW 1/4 SEC 24, TWP. 27N., RGE 03E., W.M.
AS -BUILT
PARKER EDMONDS DALEY WEST SFR
FOUND PERMEABLE PAVEME
REBAR & In in PER COE DETAIL ALLEY
CAP "LSA
22sss" SD-621 & SD 627
N88°45'21"W ..
LOT 34 60.00'
12'..
TRENCH PER COE STD SD-636'
FIGELV.=56.20-57.50 I I PERMEABLE LOT 33
IE 6" PVC=54.70 PAVEMENT .
TOP ROCK=55.20 ;
I DRI VEWAY
OBSERVATION PORT
BIM ROCK=53.70
16'-6" PVC 0 1.00% '
(OVERFLOW PIPE) II 15' i i 20
AREA DRAIN-3 SDCO sD
W/SOLID LID (TYP) r- 4" ROOF DRAIN
RIM=58.25 F GARAGE TIGHTLINE
IE 4" (E)=54.70 ' IE=55.05 I FFE=58.25 1.09 (TIP)
lE 6" (W)=55.20 (OVERFLOW)
•
DRYWELL PER COE STD. OET. 638
ROOFLINE
I IE=55.58
TOP/FG=58.00
•
TOP OF RO
12'-4" PVC SOLID
BOTTOM OF OCK
ROCK00=52.00
... -I
FOOTING DRAIN
IE 4" (E)=55.43
5°
CONNECTION
1.00q
AREA DRAIN
_1
W/SOLID LID
_
0
SFR HOUSE
RIM=58.25
HOUSE
SEE ARCHITECTURAL
IE 4'=55.47
MAIN FFE=65.25
PLANS
58'-6" PVC ® 1.009
BSMT FFE=55.82
(OVERFLOW PIPE)
4" PVC PERF PIPE
25'-6" PVC
FOOTING DRAIN 0
SS ® 2.Oq
CB-2 TYPE 1 PER COE
1.07. IE=55.58
STD SD-303 W/SOLID LID
o
/
:
RIM=57.5
�,
j
5=EI5.25;
IE 1.5" (E)=56.00 (LOT A FOOTING)
IE 6" (E,S)=55.47
3
23'-6" PVC 0 0.707
---------------
--
FOUND REBAR & CAP
r-----
�---- ----
------------
"LSA 22969"
6" BW VALVE
�
'
l0' SNO PUD
EASEMENT
N885'2W 52.0'
d
4 °
1 WATER METER d d
PER COE W4-130
%'®-D----D- D----D----D-
---D-- D----n----�----
pe--W------- -W----W----W----W----
P
FOUN
QO
235.65'(C) 235.69'(R2)
TACKDIN 3/4CASD - - - - --�- -
IRON PIPE
CB-1 TYPE 1 PER COE STD S0-303�- -
W VANED GRATE
RIM=57.53
IE 6" PVC (N)=55.31
IE 12" CONC. (E,W)=54.82
STORM DRAIN STRUCTURE TABLE
O STORM
DRAIN MANHOLE
RIM EL=62.93'
(S) 10"
CONC. I.E.=58.35'
(W) 12"
CONC. I.E.=58.31'
STORM
DRAIN MANHOLE
RIM EL=51.56'
(E) 12"
CONC. I.E.=48.88'
(SW) 12" CONC. I.E.=47.06'
(NE) 12" CONC. I.E.=47.01'
SEWER STRUCTURE TABLE
0 SEWER
MANHOLE
RIM
EL=63.10'
(N)
8"
PVC I.E.=52.91'
(E)
10"
CONC. I.E.=52.19'
(W)
10"
CONC. I.E.=52.10'
SEWER
MANHOLE
RIM
EL=51.81'
(E)
10"
CONC. I.E.=45.67'
(SW)
12" CLAY I.E.=45.63'
(N)
10"
CONC. I.E.=46.83'
1 -
Nlo -----W----
O
LO O
to
S88.45'21"E 356.30'
DALEY ST
-ELECTRIC BOX FOR I
6 POWER SERVICE
Od
1
A
d
4:
I
S..
d
a
I
d
25'
I I
25
I
1 d
6 O
I
I
d
I I
I
4
°
a
I
°
d
°
N
I
mom
I
/
5' PRIVATE DRAINAGE
EASEMENT TO
BENEFIT LOT A
-- SSCO a
RIM=59.00 ' /
IE=54.00
s� -- 3" PVC I / D-
POWER DUCT /
PDNEBIB9NSFRME& I L
G Q.
° m
° G ° a
D-- -D - - -- o-D----D-- TD:.
--- W--- A/----W----W-
6' CONC PIPE
588145'2 la 450•QQ�R� O I / DIRECTION PER CITY
OF EDMONDS GIS
29'-6" PVG SS �O8'45'21"E 329.35'(C) 329.32'(Ri)(R2)
P 2.0% MIN. I
50.64
o
G ^
ya.
.00
.N�
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2
7
AS -BUILT NO
PROJECT DATA
PROPERTY ADDRESS:
TAX LOT NUMBER:
SI TE AREA:
ZONING DESI GNA TION:
PROJECT CONTACTS
323 DALEY ST, EDMONDS, WA
00434211903001
6, 600 SF (0.15 AC.)
R-6
OWNER/
DALEY STREET BUILDERS, LLC
APPLICANT-
323 DALEY STREET
EDMONDS, WA 98020
PHONE. (425) 359-9789
CONTACT DENNIS PARKER
ARCHITECT.
CLOWARD SUSTAINABLE DESIGN
630 NW 81 ST ST
SEA TTLE, WA. 98117
PHONE. (206) 755-0759
CONTACT. BRIAN CLOWARD
Cl VIL ENGINEER:
LI TCHFIELD ENGINEERING
12840 81ST AVE NE
KIRKLAND, WA 98034
PHONE. (425) 821-5038
CONTACT. KEI TH LI TCHFIELD, PE
SURVEYOR:
INFORMED LAND SURVEY
PO BOX 5137
TACOMA, WA 98415
PHONE: (253) 627-0137
CONTACT: EVAN WAHLSTROM
GEO TECHNICAL
THE RILEY GROUP
ENGINEER:
17522 BOTHELL WAY NE
BOTHELL, WA 98011
PHONE. (425) 415-0551
CONTACT. DAVID BAUMGARTEN, LHG
POST CONSTRUCTION
G2 Cl VIL
Cl VIL ENGINEER:
1700 NW GILMAN BL VD, STE 200
ISSAQUAH, WA 98027
(425) 821-5038
CONTACT. EDWARD MECUM, PE
1. AS BUILT INFORMATION RELATED TO LOCATION AND VERTICAL
ELEVATION OF THE STORMWATER MANAGEMENT SYSTEM,
SEWER SERVICE AND WATER SERVICE HAS BEEN PR 0 VI D ED
BY THE OWNER, THEIR CONTRACTOR AND OTHERS. G2 CI VI L
HAS ACCURATELY POR TRA YED THIS INFORMATION ON THIS
AS -BUILT SHEET, BUT DOES NOT ASSUME OR ACCEPT
RESPONSIBILITY OF THE ACCURACY OF THE INFORMATION
PROVIDED.
2. G2 CIVIL HAS BEEN INFORMED THAT ALL UTILITIES, SITE
IMPROVEMENTS AND FRONTAGE IMPROVEMENTS HAVE BEEN
CONSTRUCTED IN EXACT COMPLIANCE WITH THE APPROVED
ENGINEERING PLANS.
JOB No.