APPROVED ENG RESUB 4-Site_Plan+7.13.2022 (2)GRAPHIC SCALE
10 0 5 10 20
IN FEET)
1 INCH = 10 FT
DATUM: NA VD 88
TBM: NE UPPER FLANGE BOLT OF HYDRANT 16N
& 12'E OF SE CORNER OF THIS PARCEL
ELEVA7ON - 164.25 (NAVD 88)
EX. SS STUB
�1
U
W
W
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/PG124 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
DRIVEWAY SHALL BE SLOPED OR I
CURB OR BERM ADDED TO DIRECT
STORMWATER FLOWS TO THE I
CATCH BASIN.
x x x
a CB AB
EX. FEN i ° \ /
T1PE 1 W GRATE
\ RE=154.20
IE=153.20 (OUT)
Lo o-
--- ---------/----- -------/--------- ��----------------- ,- \\�
-----
2r AB
--
W SLL \ 756
/ — A PER COE SID DETAIL SD-303 A
\ \ RE=152.65
IE=151.05 (IN) "Syr ° °
yE=150.85 (OUT)
��
55 �6" PVC ® .9% AB � � �� I < I a
--� --�� DISPERSION TRENCH AB \ 15' ,-------__
PER COE STD `DETMIN
AIL SD- 32 \ I aCONC RIVEWAY
%(1o'L x2' wx.2'D) / \ 1 I I-- ( ) a .
_ AX GR DE I a / M A 14l a
a
/ ) l CO FOR SEWER DS
AB 5 a
I
/ PROPOSED DRY WELL / i l IE=150.87 ° a I
(20'L x 8'W x 8'D) / / l l AB ; I R20° ° I
TOP ELEV=t148.98 4" PVC STORM'
REFER TO DRAINAGE / O ; I ( ; 4 a fi` NEW 1"
/ ADDENDUM DATED 02/07/22 / y / EL=147.98 PIPE _ _ \ I
WM
� ! FOR ADDITIONAL INFORMATION l AB _ _ _ _1" PVC WATER
a R5' DE SERVICE
I / l DS EL=149.60
/ l AB \ PROPOSED
IFLOW (71P)
i / 1 N 1
I m a
I / ° ° ° I I
a 30'
\ \ �96' a DS EL-152.20 I I
�G 9 i ------ 1
CONC ; ( I DSEL=151.00 ---a-a--- i------ -- I AB
9�LF�`'� / PA770 a 1 3, 92 SF AB it
------ --.
S� <'
I / tA
a �I '
/ ��--------- -'--- --- ' 25' BSBL II PROPOSED DRY WELL — J Z
a (101 x 8'W x 81D) - -
I TOP ELEV=f 149.77
REFER TO DRAINAGE
I ADDENDUM DATED 02107122
FOR ADD177ONAL INFORMA77ON
EL 7
A8
CO ® P/L FOR SEWER I 4
ELA141'59 I I LANDSCAPE WALLS
(TYP)
I \
I \ DS EL=149.73
AB
\ m
EX. FENCE \ o
\ \
I 1
I
- o
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
CONSTRUC ON PLANS
A
07/13/22
�� �_A4_2 F
ECT ENGINEER/SU VEY4a DATE
W
DATE: 02107122
1 I
�, i ) L
j I EL=164.25' I
m_L_L _LL L IL
II I
; / LL_LLLL_i
I
I
I
I L___
I
-----ROOF DRAIN ------------E----------- ------ -
I
/ EX FH I ; I I II�II
DS EL=151.42 / I EX "SPEED
DS EL=150.49 / AB
-- ----
152 I ------- -AB -------------/ / LIMIT" SIGN I
--------�---- /----------- - ---------- ---I----- l I I
/ 1 rd i / EX MAILBOX I
/ I / 156 \ STAND I
EX. FENCE / \\/ \ I
EX PP I
AS -BUILT NOTE:
DOWNSPOUT (DS) INVERT ELEVATIONS
(IE) WERE PROVIDED B Y-
BROOKSIDE EXCA VA TING
15321 BROOKSIDE PL
SNOHOMISH, WA 98290
s. _ � �
I 7X�HICKENED PRIVATE ROAD I 1
I EDGE PA VEMEN r
THE NOTATION OF AB (AS -BUILT)
THROUGHOUT DOES NOT INDICATE APPROVAL
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, SILVANA, WA 98287
TEL: (360) 652-5820
EMAIL: m ocen gin eerin gOfron tier. corn
OF UTILITY SYSTEMS THAT WERE INSTALLED
—WITHOUT PROPER INSPECTION. INSPECTIONS OWNER/CONTRACTOR IS RESPONSIBLE FOR
OF ALL UTILITY SYSTEMS ARE REQUIRED EROSION CONTROL AND DRAINAGE
PRIOR TO FINAL APPROVAL.
A
�j
\\o)
PLAN APPROVED UNDER BLD2018-1267 SHOWED
WATER METER BEING MOVED TO THE PROPERTY
LINE. WA ER METER LOCATION SHALL BE APPROVE
BY EDMOIV� DS W TER DEPT. PRIOR TO FINAL
APPROVA .
Z
W
m
0
I m
m
m
1
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
CALL 48 HOURS THE CONTRACTOR SHALL VERIFY THE LOCA77ON OF ALL
BEFORE YOU DIG U77LI77ES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED
1-800-424-5555 SHALL BE N077RED WITHIN A REASONABLE 77ME PRIOR TO
THE START OF CONSTRUC77ON.
GRADING ESTIMATE
cur• 290 CY's
FILL: 290 CY's
THE GRADING ES77MATE PROVIDED FOR
THESE PLANS IS APPROXIMATE, ACTUAL
GRADING VOLUMES MAY VARY.
CALCULAT70NS DO NOT ACCOUNT FOR
VARIOUS VOLUMETRIC CHANGES DURING THE
EARTH WORK PROCESS.
DATE
REVISION/ISSUED
09114118
ISSUED
06113119
REVISED PER CITY COMMENTS
02107122
AS -BUILT
03/03/22
REVISED PER CITY COMMENTS
04128122
REVISED PER CITY COMMENTS (ADD IE)
07108122
ADDED DISPERSION TRENCH AS -BUILT & ADDITIONAL SEWER INFO
07113/22
ADDED DISPERSION TRENCH AS -BUILT & ADDITIONAL SEWER INFO
DRWY APPROACH
PER COE STD DETAIL 7R-546
CO
U
I
EX CB
RE=16281
B L D2022-0497
RESUB
N Jul 14 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
I DEPARTMENT
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
APPROVED AS NOTED
DATE.•
J4ei1, t#4A e 07/26/2022
BY. VV
CITY ENGINEERING DIVISION
PFN: BLD20181267
BICKS CHILDffN'S TRUST
FULL DRAINAGE
GRADINGIDRAINAGE PLAN
PROJECT N0.
180453
DWG
C4
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
CONSTRUC ON PLANS
/-'O�'e
0 711 J122
(CAeECT ENGINEER/SURVEY DATE
DATE: 02107122
SEE APPLICABLE STANDARD DETAILS
FRAME AND GRATE
15
ti
a
rLk
�a
4
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.
> y/N 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
D ETAI L
SD-303
14'
EX. GROUND
______a°_ e1� __ _ ___1/ot____ ______°. __--_---
4" CEMENT CONCRETE -
2 - 5/8" MINUS CSTC
COMPACTED SUBGRADE
6" COMPACTED SUB -BASE OR NA77VE
MATERIAL SUB -GRADE COMPACTED TO
957. MAX. DENSITY (MODIFIED PROCTOR).
CONCRETE DRIVEWAY SECTION A
N. T. S. C1
i
z
4
RESIDENCE
a
c
CLEANOUT
01
WfTM 45'
BEND AND
2' CAP
(MAX)
TYP
(TYP)
NOT TO EXCEED 100' BETWEEN CLEANOUTS
CLEANOUT (WYE WITH CAP
—
AND CLEANOUT COVER)
AND
CONCRETE LEVEUNC COLLAR
u
a
12' LOCKING COVER
c
a
SEE NOTE 3
12't FINISHED GRADE
r
;
k+ �
END OF PIPER GRIPPER PLUG
<
(CHERNE 27061 OR APPROVED
EQUAL)
WATER TIGHT CAP
45' RISER
LEVELING COLLAR /
SEE NOTE 4
45
/
12'
J/
PVC SLEEVE
/
B' RISER
4" OR 6" SIDE SEWER
6' WYE AND
6' CITY STUB
GENERAL CLEANOUT DETAIL
45' BEND
12' LOCKING COVER
SEE NOTE 3
`W W
LEVELING COLLAR
SEE NOTE 4
ASPHALT SURFACE
mf;
12"t
W
1OOLONG 12' PVC
SLEEVE
6' RISER
END OF PIPE GRIPPER
PLUG (CHERNE 270261
OR APPROVED EQUAL)
TYPICAL CLEANOUT
UNDER ASPHALT OR CONCRETE
4" OR 6"
SIDE SEWER CLEANOUT DETAIL
AT PROPERTY LINE/CITY EASEMET
1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE
GASKETED.
2. PIPE SLOPE TO BE 2% MIN AND UP TO 5OX MAX.
3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS
PRODUCT 000366102 STAR PIPE COSP48L OR APPROVED
EQUAL.
4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS:
• IN ROADWAYS PER COE STD DWG GU-424
• IN SIDEWALK/LANDSCAPED AREAS, EITHER 24'x24'x6'
DEEP CONCRETE COLLAR OR 24" DIAMETER x 6' DEEP
CONCRETE COLLAR
-.r
REVISION DATE
CITY OF EDMONDS JAWARY 2016
SEWER CLEANOUT DETAILS
PUBLIC; WORKS STANDARD
DEPARTMENT DETAIL
APPROVED EY R. ENGLISH SS-200
SUPPORT POSTS
END CAP OR PLUG
CLEANOUT (TYP)
PERFORATED PVC
00 UNDERDRAIN PIPE
FLOW TO OTHER
^
DISPERSION TRENCH(ES)
IF NECESSARY
TYPE 1 OR 1-L CATCH
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
El
SD-303 OR
SD-304
�\
A
o� Dn�
PIPE FROM
ROOF
DOWNSPOUT
NOTCHED GRADE
BOARD, 2"x2"
O0 00 10' (MIN)
NOTCHES, 18" O.C.,,
0
z
0
m
PLAN
NTS
�2" (TYP)
2" GRADE BOARD
L18„
GENERAL NOTES:
NOTCHES (TYP)
O.C�
NOTCH
DETAIL
1. REFER TO THE 2017 CITY OF EDMONDS
STORMWATER ADDENDUM FOR SETBACK AND
INFEASIBILITY REQUIREMENTS.
2"x12" PRESSURE TREATED GRADE BOARD
VEGETATED
FLOWN PATH,TE 1
*15% MAX FOR FLOW CONTROL/WATERSEE
NOTES:
QUALITY TREATMENT IN RURAL AREAS.
20% MA)('*
1. A VEGETATED FLOW PATH MUST BE PROVIDED
IN ACCORDANCE2017 CITY OF
STORMWAT ERADDENDUM REQUIREMENTS.
GALVANIZED
BOLT (TYP) I
2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC.
9-33.2(1), GEOTEXTILE FOR SEPARATION,
NON TYPE.
.,
A
-WOVEN
`-4
,
WASHED DRAIN
3. WASHED DRAIN ROCK SHALL CONFORM TO
�I M
WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL
ROCK, SEE NOTE 3
FOR DRYWELLS.
4" (MIN) PERFORATED
PVC UNDERDRAIN PIPE
6" (MIN) PER WSDOT SPEC.
„y 05.2(6), LAID LEVEL
GEOTEXTILE,
SEE NOTE 2 4"x4" PRESSURE
UNDISTURBED TREATED SUPPORT POST
NATIVE SOIL
SECTION A
NTS -
''�P i. 1bv
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
TYPICAL DISPERSION
TRENCH WITH NOTCHED
GRADE BOARD
APPROVED BY: R. ENGLISH
53' 2'
FINISH GRADE
REVISION DATE
DECEMBER 2017
STANDARD
DETAIL
SD-632
=14 .9
EX ROCK WALL
=145.4(f 1.5' HI)
EX GROUND
------------- ---/\��\\/\�\� ,I EL=143.9
LANDSCAPE WALL
PER COE S7DS (TYP) \� /,\ % RO=143.9
IE=141.59 (EX)
4" PVC SIDE SEWER SERVICE AB
NOTE:
NO DRAINAGE WAS INSTALLED
BEHIND LANDSCAPE WALLS.
SIDE SEWER SERVICE SECTION i B
N. T. S. C1 AB
DA7E REVISION/ISSUED
09114118 ISSUED
c Ll c 06/13/19 REVISED PER CITY COMMENTS
02107122 AS -BOIL T
04128122 REVISED PER CITY COMMENTS (ADD IE)
07108122 ADDED DISPERSION TRENCH AS -BUILT & ADDITIONAL SEWER INFO
P . O. BOX 177, SI L VA N A, WA 98287 0 711 J122 ADDED DISPERSION TRENCH AS -BUILT & ADD177ONAL SEWER INFO
CALL 48 HOURS 7NE CONTRACTOR SHALL VERIFY THE LOCA710N OF ALL
TEL: (360) 652-5820
BEFORE YOU DIG U77LI71ES PRIOR TO ANY CONS7RUC770N. AGENCIES INVOLVED
EMAIL: m o c e n i n e e r i n 0 fr o n tier. c o m 1-800-424-5555 SHALL BE N077FIED WI THIN A REASONABLE 77ME PRIOR TO
g g THE START OF CONS7RUC710N.
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
DE TA IL S
PROJECTNO.
180453
DWG
C5
OF 5
— pS
loot ,e-Ave
i
41
Rio° � PS
"t7 0.
i
.zc-
1-15.77
RECEIVED
Apr 28 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT er