APPROVED ENG RESUB 4-Site_Plan+7.13.2022GRAPHIC SCALE
10 0 5 10 20
IN FEET)
1 INCH = 10 FT
Ah DATUM: NA VD 88
qV TBM: NE UPPER FLANGE BOLT OF HYDRANT 16 N
& 12'E OF SE CORNER OF THIS PARCEL
ELEVATION = 164.25 (NA VD 88)
EX. SS STUB
Fi]
U
W
w
to
SEWER CONNECTED TO STUB ASSOCIATED WITH SEA
MOUNTIAN ESTATES.
EX. SS SERVICE
SS
STORM DRAINAGE NOTES:
1. IF CATCH BASIN RIM TO INVERT ELEVATION EXCEEDS 5 FEET A TYPE ll
MANHOLE WILL BE REQUIRED.
SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., SNOHOMISH COUNTY, WA
CONSTRUCTION OF THE SINGLE-FAMILY RESIDENCE WAS
ORIGINALLY PERMITTED UNDER PERMIT #BLD2018-1267, WHICH HAS
EXPIRED. REFER TO APPROVED CIVIL PLANS UNDER THAT PERMIT
FOR ALL ENGINEERING REQUIREMENTS. THE SUBJECT PLANS
RECORD OF SURVEY ADDRESS STORMWATER AND SEWER REVISIONS FOR THIS
VOL. 7/PG.124 PROJECT. ALL OUTSTANDING PROJECT INSPECTIONS SHALL BE
COMPLETED UNDER CURRENT PERMIT#BLD2022-0497 PRIOR TO \I
ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. COORDINATE S I
WITH CITY INSPECTOR TO ENSURE PROPER INSPECTION AND
APPROVAL OF ALL REQUIREMENTS. I
I DRIVEWAY SHALL BE SLOPED OR I
CURB OR BERM ADDED TO DIRECT
STORMWATER FLOWS TO THE I
CATCH BASIN.
X/ X_x 7
X � -
/ ° \ ° \ \ CB-2 AB \ /
/
EX. FENCE i TYPE 1 WGRATE 1
�O \ RE=154.20 s
��� / \� IE=153.20 (OUT)
------/----------�-------------�--------------------------------- - / I
-\ CB=2-AB---�---
TYPE
-PER COE STD DETAIL SD-363. A /
l / r1E=151.05 (IN)
JE=150.85 (OUT) \ \
/ /x 55 -6" PVC ® 99 AB �� ° ° ° °
/ ---�--�� DISPERSION ENCH AB \\� MN---------- ------
- - - - - - - - - aCONC RIVEWAY I d I PER COE STD ETAIL SD-632 \ I ° � I °
Z(10' L X 2' W 2' D) \) / / \ ' I I - - - ° (MAX ADE 14%) I
� ° I°
° 4
/ l � ` CO FOR SEWER I
DS EL=150.38
/ / / -_ AB °
PROPOSED DRY WELL / l IE=150.87 ° °
(20'L x 8'W x 8'D) / / ' l / AB ' I I R20' ° ° I
TOP ELEV=t148.98 / 4" PVC STORM ' ° I
/ REFER TO DRAINAGE / / (/ PIPE (TYP) _ i I ( < i (� °
/ AF�DENDUM DATED 02/07/2 EL=147.98 ' - -
/ FOR ADDITIONAL INF W070N / l AB - _ _ _� _ ' ° 1 "PVC WATER
° RY S DE SERVICE
/ / l DS EL=149.60 ; \ ° ° I
°
a \ Il AB ° F ow (T)
a ° a ° I
° I I I
°
°ev1116,
------ --------
CONC ( I ) DS EL=151.00 ° ° I ' I I
AB
PATIO ° ; 3, 9 SF ' AB -- -------I--- -------°
I----------- I
K25' BSBL II PROPOSED
°
I (101 x 8'W x 8'D) - I / / 25' BIBL
TOP ELEV=f 149.77 Z
1 REFER TO DRAINAGE A o I I
I ADDENDUM DATED 02107122
FOR ADDITIONAL INFORMATION
I
CO ® P/L FOR SEWER 4
EL=141.59 LANDSCAPE WALLS
AB �� I II (TYP)
I \ \
EX. FENCE
\ \
1 �
I I
li 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
07113/22
ECT ENGINEER/SURVEY DATE
W
DATE: 02107122
m
m
0
7,
/
I
0
AS-BUIL T NOTE:
DOWNSPOUT (DS) INVERT ELEVATIONS
(IE) WERE PROVIDED B Y-
BROOKSIDE EXCA VA TING
15321 BROOKSIDE PL
SNOHOMISH, WA 98290
EX. FENCE /
i
EX THICKENED
EDGE PAVEMENT
LANDSCAPE WALL NOTE:
NO DRAINAGE WAS INSTALLED
BEHIND LANDSCAPE WALLS.
SURVEYOR
MS WEBB SURVEYING, LLC
362 BUCK LOOP ROAD
SEQUIM, WA 98382
PHONE: (360) 681-4858
P.O. BOX 177, SI L VANA, WA 98287
TEL: (360) 652-5820
EMAIL: mocengin eering(gfrontier. corn
I I I I
I
I I
I I
' � I
----- /------------------
DS EL=151.42 / I
/ AB /
------------------ ----- --I----- l
/ I
j PRIVATE ROAD II
I
THE NOTATION OF AB (AS -BUILT)
THROUGHOUT DOES NOT INDICATE APPROVAL
OF UTILITY SYSTEMS THAT WERE INSTALLED
WITHOUT PROPER INSPECTION INSPECTIONS
I
II
I
TBM
EL=164.25' I
I
I
EX FH IIDQII
EX "SPEED
LIMIT" SIGN I
I
EX MAILBOX I
STAND I
I
EX PP
I /
I
OF ALL UTILITY SYSTEMS ARE REQUIRED OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
PRIOR TO FINAL APPROVAL.
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.
/n\
/
PLAN APPROVED UNDER BLD2018-1267 SHOWED
WATER METER BEING MOVED TO THE PROPERTY
LINE. WATER METER LOCATION SHALL BE APPROVE
BY EDMONDS Wj,kTER DEPT. PRIOR TO FINAL
APPROVA .
0
Z
m
W
m
0
I �
m
I
U)
0
0
DRWY APPROACH
PER COE STD DETAIL TR-546
CB
=162.81
BLD2022-0497
RESUB
Cl, Jul 14 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Applicant shall repair/replace all APPROVED FOR CONSTRUCTION
damage to utilities or frontage CITY OF EDMONDS
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project. ENGINEERING DIVISION
APPROVED AS NOTED
DATE:
Jd] 07/26/2022
BY.
CALL 48 HOURS THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL CITY ENGINEERING DIVISION
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.
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
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
0 711 J122
ECT ENGINEER/SURVEY DATE
DATE: 02107122
SEE APPLICABLE STANDARD DETAILS
FRAME AND GRATE
RISER SECTION
Itv
PIPE ALLOWANCES
PIPE MATERIAL
MAXIMUM
INSIDE DIAMETER
REINFORCED OR
12"
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP*
12"
(WSDOT STD SPEC 9-05.20)
SOLID WALL PVC
15"
(WSDOT STD SPEC 9-05.12.(1))
PROFILE WALL PVC
15"
(WSDOT STD SPEC 9-05.12(2))
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
2". 4". 6". OR 12"
NOTES:
1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH WSDOT STANDARD SPECIFICATION 9-05.50(3).
2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE
FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY
TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT
BE PLACED IN KNOCKOUTS.
4�
3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF
ALL JOINTS, RINGS, RISERS AND FRAMES.
4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX
DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR
"D" SHAPE.
5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE
PIPE INVERT IS 5'-0".
6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION
AND RISER SECTION SHALL NOT EXCEED 1/2"/FT.
7.CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE
WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL
BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY
COVER POSITION.
(MEASUREMENT AT THE TOP OF THE BASE) 8.VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2"
PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CATCH BASIN TYPE
APPROVED BY: R. ENGLISH
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
SD-303
14'
EX. GROUND
--------------- - - -
-
-------___ -
4" CEMENT CONCRETE -
2 - 5/8" MINUS CSTC
COMPACTED SUBGRADE
6" COMPACTED SUB -BASE OR NATIVE
MATERIAL SUB -GRADE COMPACTED TO
959 MAX. DENSITY (MODIFIED PROCTOR).
CONCRETE DRIVEWAY SECTION YAA
N. T. S. C1
RESIDENCE
CLEANOUT a
WITH 45'
BEND AND
2' CAP
- CLEANOUT (MAX)
(TYP)
TO EXCEED 106 BETWEEN CLEMOUTS
CLEANOUT (WYE WITH CAP
AND CLEANOUT COVER) AND
CONCRETE LEVELING COLLAR
2"t r FINISHED GRADE
w
a 12" LOCKING COVER
a 3 SEE NOTE 3
0 END OF PIPER GRIPPER PLUG
F' EQUAL) (CHERNE 27081 OR APPROVED
TK HT CAP45•ER
L�WATER
LEVELING COLLAR lSEE NOTE 4f/z'S
12' PVC SLEEVE
�
8' RISER
4" OR 8SIDE SEWER
6" WYE AND r 6" CITY Sf J�
GFNIIE CLEANOUT DETAIL
as BEND
4" OR 6"
12' LOCKING COVER
SIDE SEWER CLEANOUT DETAIL
SEE NOTE 3
AT PROPERTY LINE/CITY EASEMENT
La
m LEVELING COLLAR
NOTES.
2 a
W SEE NOTE 4
ASPHALT SURFACE
1. SEWER PIPE SHALL BE 5OR-35 AND JOINTS SHALL BE
GASKETED.
NOR
'' '•
12"*
2. PIPE SLOPE TO BE 2X MIN AND JP TO 507E MAX.
3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS
1 FOOT LONG 12' PVC
PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED
SLEEVE
EQUAL.
8' RISER
END OF PIPE GRIPPER
4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS:
PLUG (CHERNE 270261
OR APPROVED EQUAL)
IN ROADWAYS PER COE STD DWG GU-424
TYPICAL CLEANOUT
IN SIDEWALI(/LANDSCAPED AREAS, EITHER 24'x24"xr"
DEEP CONCRETE COLLAR OR 24' DIAMETER x 6' DEEP
UNDER ASPHALT OR CONCRETE
CONCRETE COLLAR
y� REVISION DATE
CITY OF EDMONDS JANUARY 2018
SEWER CLEANOUT DETAILS
PUBLIC WORKS STANDARD
DEPARTMENT DETAI L
APPPOvEC. er R. ENGLISH SS-200
SUPPORT POSTS
END CAP OR PLUG
CLEANOUT (TYP)
PERFORATED PVC
�0 UNDERDRAIN PIPE FLOW TO OTHER
0
DISPERSION TRENCH(ES)
IF NECESSARY
O TYPE 1 OR 1-L CATCH
0 000
TYPE 1 OR
BASIN W/SOLID COVER S
1-L CATCH
PER STD DETAIL
BASIN W/SOLID
SD-303 OR SD-304
COVER PER
STD DETAIL
-^
El
SD-303 OR
SD-304
A
�
TY)c
,0 .o
000
PIPE FROM
0
ROOF
DOWNSPOUT
NOTCHED GRADE
BOARD, 2"x2"
10' (MIN)
00 400
NOTCHES, 18' O.C.
PLAN
NTS
I� �2» (TYP)
2" GRADE BOARD L18" O.0 -
NOTCHES (TYP)
NOTCH DETAIL
2% 12" PRESSURE TREATED GRADE BOARD
VEGETATED
FLOW PATH, *15% MAX FOR FLOW CONTROL/WATER
SEE NOTE 1 QUALITY TREATMENT IN RURAL AREAS.
PX 20%MAX
GALVANIZED
o�oO
BOLT (TYP) I
p00�
Z x
JD�F
oN
Jp
(D
��n
WASHED DRAIN
ROCK, SEE NOTE 3
O
4" (MIN) PERFORATED
PVC UNDERDRAIN PIPE
6" (MIN)
PER WSDOT SPEC.
9-05.2(6), LAID LEVEL
GEOTEXTILE,
SEE NOTE 2
4"x4" PRESSURE
UNDISTURBED
TREATED SUPPORT POST
NATIVE SOIL
SECTION A
NTS -
`St. 18y-
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
FINISH GRADE
0
z
0
m
GENERAL NOTES:
1. REFER TO THE 2017 CITY OF EDMONDS
STORMWATER ADDENDUM FOR SETBACK AND
INFEASIBILITY REQUIREMENTS.
NOTES:
1. A VEGETATED FLOW PATH MUST BE PROVIDED
IN ACCORDANCE THE 2017 CITY OF EDMONDS
STORMWATER ADDENDUM REQUIREMENTS.
2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC.
9-33.2(1) GEOTEXTILE FOR SEPARATION,
NON -WOVEN TYPE.
3. WASHED DRAIN ROCK SHALL CONFORM TO
WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL
FOR DRYWELLS.
TYPICAL DISPERSION
TRENCH WITH NOTCHED
GRADE BOARD
APPROVED BY: R. ENGLISH
EX GROUND
---------- -
LANDSCAPE WALL
PER COE SIDS (TYP)
PVC SIDE
NOTE:
NO DRAINAGE WAS INSTALLED
BEHIND LANDSCAPE WALLS
5' 3' . 2'
REVISION DATE
DECEMBER 2017
STANDARD
DETAIL
SD-632
I
j\ EX ROCK WALL
EL=145.4f (t 1.5' HI)
I
EL=143.9
CO
RE=143.9
IE=141.59 (EX)
AB
SIDE SEWER SERVICE SECTION g
N. T. S. Cl AB
DATE REVISION/ISSUED
09114118 ISSUED
)wc Ll c 0611JI19 REVISED PER CITY COMMENTS
02107122 AS -BUILT
04128122 REVISED PER CITY COMMENTS (ADD IE)
07108122 ADDED DISPERSION TRENCH AS -BUILT & ADDITIONAL SEWER INFO
P . 0. BOX 1 77, S I L VA N A , WA 98287 07113/22 ADDED DISPERSION TRENCH AS -BUILT & ADDITIONAL SEWER INFO
CALL 48 HOURS THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
TEE: (360) 652- 5820
BEFORE YOU DIG UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED
EMAIL: m o c e n i n e e r i n (gfr o n tier. c o m 1-800-424-5555 SHALL BE NOTIFIED WITHIN A REASONABLE TIME PRIOR TO
g g THE START OF CONSTRUCTION.
DATE
BY.•
PFN: BLD20181267
RESUB
Jul 14 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
CITY ENGINEERING DIVISION
HICKS CHILDffN'S TRUST
FULL DRAINAGE
DETAILS
PROJECT NO.
180453
DWG
cs
OF 5
D�
toot otg.n
41
i
1
Ell
R�,y ')
;Z E
i`Q$.7)
Jed �@
5 �'
.. sL
% 1i17�
,Q
of
LIM
��YrGO
RECEIVED
Apr 28 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT nr
1