ENG PROJECT ASBUILTGRAPHIC SCALE
10 0 5 10 20
IN FEET)
1 INCH = 10 FT
Ah DATUM: NA VD 88
IBM: NE UPPER FLANGE BOLT OF HYDRANT 16 N
& 12'E OF SE CORNER OF THIS PARCEL
ELEVATION = 164.25 (NAVD 88)
10
EX. SS SERVICE
SS
EX. SS STUB--,
L I
U
W
W
STORM DRAINAGE NOTES:
1. IF CATCH BASIN RIM TO INVERT ELEVATION EXCEEDS 5 FEET A TYPE ll
MANHOLE WILL BE REQUIRED.
RECORD OF SURVEY
VOL. 7/PG.124
SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., SNOHOMISH COUNTY, WA
/ d ° CB-2 AB \
EX. FENCE TYPE 1 W GRATE
�O RE=154.20 s I
00 IE=153.20 (OUT)
/ --- ---------/----- ------ ---------------- ---------------------------------------------------� -- -- -----------------------\I
CB-2-AB-------
TYPE
PER COE STD DETAIL SD-JO \
1E=151.05 (IN) \ \ "Sird
O/; JE=150.85 (OUT) \ \ \ I d d
55 -6" PVC ® 99 AB
_
/--�--�� DISPERSION ENCH AB \�-------------------
- -------- MIN ' �a
/ PER COE STD ETAIL SD-632 \ 6CONCI RIVEWAY II . °zt
Z(10' L X 2' W .` 2' D) \ / / \ I I 171
- - - - - - ° (MAX BADE 16)11
I d d
° l DS EL=150.38
/ l ) l ` �' CO FOR SEWER I
/ / { DRY WELL / l `- l IE=150.87 AB °
/ I I Rw a °
/ I, (20Lx8Wx8D)
TOP ELEV=. 8.98 / 4" PVC STORM
REFER TO DRAINAGE / / (/ PIPE (TYP)
/ AI� DATED 02/07/i2 EL=147.98
/ F6R ADDITIONAL INFRMA1770N / l AB ' ° 1 ", PVC WATER
DS EL=149.60 ; \ ° ° I
° / l AB \
_ l4 d FLOW (TIP)\
/ I U d
/ Q d y
/ I 'vzA
d /
\ i l DS EL=15220
i-------- - - - - --
i R AGE \ CONICi( I ` i DS EL=151.00 AB
PATIO ° 3, 89 SF AB -----�-------° �l I
I /pv
�o
EX
-------------
25' BSBL I I DRY` LL J/ ' I ---------- /11 d
° I (101 x 8'W x 8'D) o; � I I
I TOP ELEV=f 149.77 Z � � 25' 8 BL I
1 REFER TO DRAINAGE A o I I I
I ADDENDUM DATED 02107122 �% c� ; I / / i I TBM {
EL-164 25
FOR ADDITIONAL INFORMATION
r
i
CO ® P/L FOR SEWER I 4
EL=141.59 LANDSCAPE WALLS
AB I� I II (TYP)
I \
I \ \
EX. FENCE
1 \
I I
Ii I
AS -BUILT DECLARATION
WE HEREBY DECLARE THAT THE ROAD, STORM DRAINAGE, GRADING AND OTHER
IMPROVEMENTS ARE LOCATED AS SHOWN ON THESE RECORD DRAWINGS AND THAT
THESE RECORD DRAWINGS ARE SUBMITTED ON A TRUE COPY OF THE APPROVED
CONSTRUCTION PLANS
08/30/22
ECT ENGINEER/SURVEY DA7E
DATE: 08/30/22
m
m
0
/
EX. FENCE /
/
I I I EX THICKENED
I I EDGE PAVEMENT
o
AS -BUILT NOTE:
DOWNSPOUT (DS) INVERT ELEVATIONS
(IE) WERE PROVIDED B Y-
BROOKSIDE EXCA VA TING
15321 BROOKSIDE PL
SNOHOMISH, WA 98290
LANDSCAPE WALL NOTE:
NO DRAINAGE WAS INSTALLED
BEHIND LANDSCAPE WALLS.
SURVEYOR
MS WEBB SURVEYING, LLC
362 BUCK LOOP ROAD
fir Vtlr 11 SEQUIM, WA 98382
tfA PHONE: (360) 681-4858
P.O. BOX 177, SI L VANA, WA 98287
TEL: (360) 652-5820
EMAIL: m ocen gin eering(gfron tier. com
EX FH
------4 ---------------------------
DS EL=151.42 / I EX "SPEED
/ AB / LIMIT" SIGN
---- /-------- ----- --I------'
/ EX MAILBOX
/ 156 \ 15a STAND
/ ( EX PP
X
/ I /
j PRIVATE ROAD II
a w o
GRADING ESTIMATE
CUT. 290 CY's
FILL: 290 CY's
THE GRADING ES77MATE PROVIDED FOR
THESE PLANS IS APPROXIMATE, ACTUAL
GRADING VOLUMES MAY VARY.
CALCULATIONS DO NOT ACCOUNT FOR
VARIOUS VOLUMETRIC CHANGES DURING THE
EARTH WORK PROCESS.
In;
CALL 48 HOURS THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
BEFORE YOU DIG UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED
1-800-424-5555 SHALL BE NOTIFIED WITHIN A REASONABLE TIME PRIOR TO
THE START OF CONSTRUCTION.
U)
0
cn
0
cn
0
0
I
DATE
BK
DRWY APPROACH
PER COE STD DETAIL TR-546
CB
=162.81
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
CITY ENGINEERING DIVISION
DATE REVISION/ISSUED PFN: BLD20181267 PROJECT NO.
09114118 ISSUED
0611JI19 REVISED PER CITY COMMENTS 180453
HICKSCHILDffN'S TRUST
02/07/22 AS BUILT
03/03122 REVISED PER CITY COMMENTS DWG
04128122 REVISED PER CITY COMMENTS (ADD IE) FULL DRAINAGE
07108122 ADDED DISPERSION TRENCH AS -BUILT & ADDITIONAL SEWER INFO C4
0711JI22 ADDED DISPERSION TRENCH AS -BUILT & ADDITIONAL SEWER INFO GRADINGIDRAINAGE PLAN OF 5
08/30/22 REMOVED THE WORD PROPOSED