RESUB 1-BLD2024-1018-FOR REFERENCE-Civil_Plan+9.6.2024_1.40.07_PM+4485346)SED
�i8
y I
-P
12.(11
1. 0'
Approved
�\ D F M ckrts gust
\ South County Fire
\ Date: 05/14/2024
I 1
I
-FOUND REBAR W/CAP STD
"22969" 0.1 '(N) OF r'r'E)^'
I I I I
I I I
I
I I
� I
i
I I
I -PROPOSED BLOCK WALL
05-15-2024
RESUB 4 PLAN REVIEW
NOTES: APPROVED
WITH CONDITION NOTED
ON SHEET C3.2.
DFM BURT
APPROVED BY PLANNING NE 114, SEC. 13, T. 27 N., R.03 E., W.M.
May 132024 SNOHOMISH COUNTY, WASHINGTON
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
SCALE: 1 " = 10'
10 5 0 10 20
THE CERTIFIED EROSION AND SEDIMENTATION CONTROL LEAD
(CESCL) FOR THIS PROJECT SITE IS BRLW IG4LAB PHONE NO.
425-303-9363.
1. PROVIDE BLUE STREET REFLECTOR(S) ON THE HYDRANT
SIDE OF CENTERLINE TO INDICATE HYDRANT LOCATIONS.
/ NOTE
r 1. THE CITY'S PUBLIC WORKS OPERATIONS AND MAINTENANCE
DEPARTMENT TO FABRICATE FIRE/AID ADDRESS SIGN AND/OR STREET
ADDRESS SIGN. THE CONTRACTOR/OWNER SHALL CONTACT THE
ENGINEERING DIVISION BY EMAIL AT
ACCESS & UTILITY ENGINEERINGPERMITS@EDMONDSWA.GOV TWO WEEKS IN ADVANCE OF
THE REQUESTED SIGN FABRICATION. A SIGN FABRICATION FEE WILL BE
EASEMENT COLLECTED PRIOR TO PERMIT ISSUANCE. FIRE/AID ADDRESS SIGNS
ARE $100 PER SIGN. STREET ADDRESS SIGNS ARE $200 PER SIGN.
AFN-1926981
2. EACH HOME SHALL BE EQUIPPED WITH A 13D SPRINKLER SYSTEM.
J. SQUARE FOOTAGES SHOWN IN THE IMPERVIOUS AREAS TABLE ARE THE
I MAXIMUM IMPERVIOUS AREAS ALLOTED FOR EACH LOT. ROAD
IMPERVIOUS AREA WILL FLOW TO THE DETENTION SYSTEM ALONG WITH
v
I IMPERVIOUS AREAS FROM EACH LOT.
%......................
SPECIAL INSPECTIONS REQUIRED 1 19120 94TH AVE
BY ENGINEERING DIVISION 1
1 (REFER TO SI AGREEMENT): 0043460000610
r vvlv) REBAR I - UTILITY PIPE ANCHORS j
W/CAP STAMPED - STABILIZATION OF SLOPE
I_ "22969" 0.2'(N) 1 - DETENTION VAULT
I
OF CORNER L---------------------
SEE SHEET C3.0
\\ I I FOR THE
\ I EASEMENT LIMITS.
1
SS
1
N ------FOUND REBAR W/CAP
I-T
STAMPED "22969" 0.2'(N)
& 0.1 '(E) OF CORNEF
N
I \ \ PROPOSED SEWER
RECORDED PRIOR TO FINAL INS[
\ IN CONJUNCTION W/AS-BUILTS
1 \
1 \
00 1 1
I C
"
19 1, \\
/ I
I � � I I
14,110 SF \\\
/C,�, \ \ \
0043�600006106 `
:�InF K 11 Q 1 'l( 1
I
(TO BE ABANDONED AND NEW
O /
G C-' CONNECTION TO BE PROVIDED TO LOT D) l
-'22//`l
/
P P-
-o
•1 ,
� I 1
Know what's below.
Call before you dig.
UTILITY CONFLICT NOTE:•
CAUTION.•
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER
SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO
CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0
1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT
LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING
COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
SSCO \
RIM:256.29 \
248.29
30+00
DGE OF EASEMENT
1
I
ACCESS & OTILITI
EASEMENT
AFN-19269,81
\
BM
APPROVED
PLANS MUST BE
ON JOB SITE
LEGEND 51,W
BL D 2 0 2 4- 0 9 2 6 + EXISTING MONUMENT (AS SHOWN)
C>Oa SECTION 1/4 CORNER NOT FOUND` 3
SECTION CORNER NOT FOUND
COMPLIES WITH APPLICABLE
CITY STORMWATER CODE
•
FOUND REBAR/CAP OR I.P. (IRON PIPE)
Y
P
90T s, ]W
(C)
CALCULATED
(P)
PLAT
(M)
MEASURED
SITE '
TBR
TO BE REMOVED
R.O.W. RIGHT-OF-WAY
FOUND CASED CONC. MON. _
P.0.8. POINT OF BEGINNING
FOUND CASED CONC. MON. AT THE INTERSECTION w/2" BRASS DISK & "X". r CENTERLINE
OF 190TH PL. S.W. & 94TH AVE. W. DOWN 0.5'. VISITED 2-27-20. CLF CHAIN LINK FENCE
ELEV. = 253.68' , , 2.5'(S) & 0.3'(W) OF CALCULATED WDF WOOD FENCE N
POSITION FOP
WATER SURFACE _`•"- •
PER CPS OBSERVATIONS / I -
/ I
City Of Edmonds
Building Department
........................................
Work CONSTRUCTION OF DRIVE AISLE, FIRE LANE,
UTILITIES
Address..................................19128 94TH AVE W �.�.�.�.�.�.�.�.�.�
Owner LANDSVERK QUALITY HOMES INC ,
..............
Approved Date 05/13/2024 .............3�`��
Building Official Erl r/:C4wfPAY:::::................................
V� /
Permit Number
.�..............:::::::::BLDZOZZ-O9Z6...............?7;
\
158.00'40 N t
1 Wf4�
19204 DRI EWAY
a a
\
\
T
EXG SIDE SEWER TO 19210
TO REPLACED SIDE SEWER
F
31
/
8
EDGE F PAVEMENT
W E r ,
Applicant shall repair/replace all
BOW
BACK OF WALK
VICINITY MAP
damage to utilities or frontage
0
CB
STORM DRAIN CATCH BASIN (CB)
S SCALE: 1 "=2000'
improvements in City right-of-way
per city standards that is caused or
O
STORM DRAIN MANHOLE (SDMH)
occurs during the permitted project.
SD
ENGINEER/CONTACT SURVEYOR
O SS
SANITARY SEWER MANHOLE (SSMH)
INSIGHT ENGINEERING COMPANY PACIFIC COAST SURVEYS, INC.
000
SANITARY SEWER CLEAN OUT (CO)
P.O. BOX 1478 P.O. BOX 13619
NOTE
EVERETT WA 98206 MILLCREEK, WA 98082
A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS
�P
POWER POLE
• P.E. CONTACT. DARREN J. RIDDLE, PLS
CONTACT.BRIAN R. KALAB, PH: (425) 303-9363 PH: (425) 508-4951
REQUIRED FOR ALL THE WORK WITHIN THE CITY RIGHT-OF-WAY.
EMAIL: INFO®INSIGHTENGINEERING.NET FAX. • (425) 357-3577
-0-cP
GUY POLE
APPLICANT SHALL RETAIN A CERTIFIED
ARBORIST ON SITE FOR ANY WORK WITHIN
❑ WM
WATER METER
OWNER/APPLICANT
TREE PROTECTION FENCE PURSUANT TO
ECDC 23.10.070.C.3
><
WATER VALVE
LANDSVERK QUAD Y HOMES, INC.
WV
24113 56TH AVE W.
MAILBOX
MOUNTLAKE TERRACE, WA 98043
MB
II
\
'C�
UTILITY POLE ANCHOR
FIRE HYDRANT (2 NOZZLE)
LEGAL DESCRIPTION
I
I
TYPE I NGPA SIGN
PARCEL NO. 00434600006201
THE WEST 112.70 FEET OF TRACT 62 AND THE EAST 50.00 FEET
OF TRACTS 80 AND 81, ALL IN EDMONDS SEA VIEW TRACTS,
I
a
PROPOSED WATER
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF
PROPOSED SANITARY SEWER
PLATS, PAGE 76, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
PROPOSED STORM DRAINAGE
(ALSO KNOWN AS PARCEL B, CITY OF EDMONDS LOT LINE
ADJUSTMENT RECORDED UNDER RECORDING NO. 8311180116)
°
PROPERTY LINE
6'�
3 I
X X
EXISTING FENCE LINE
PARCEL N0. 00434600006102
\
/
THE NORTH 88 FEET OF THE WEST 137 FEET OF TRACT 61,
F I I
/
EDGE OF PAVEMENT
EDMONDS SEA VIEW TRACTS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 3 OF PLATS, PAGE 76, RECORDS OF
a
\
— -
XXX
EXISTING CONTOURS
SNOHOMISH COUNTY, WASHINGTON.
PROPOSED CONTOURS
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES
PRE-EXISTING DRAINAGE PATTERN
AS RECORDED UNDER AUDITOR'S FILE NO'S. 1926981 AND 1926982,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON, AND,
40Z STEEP SLOPE AREA
SUBJECT TO EASEMENTS RESTRICTIONS AND RESERVATIONS OF
/ — I (JO% NATIVE VEGETATION RETENTION RECORD.
/ I W PROPOSED)
P UTILITIES (POWER, CABLE, TELEPHONE) (ALSO KNOWN AS PARCEL 1, CITY OF EDMONDS SHORT SUBDIVISION
FOUND REBAR W/CAP I �T TRANSFORMER BOX #S-52-66, RECORDED (UNDER RECORDING NO. 8710230442)
I SANITARY SEWER CLEAN OUT PARCEL NO. 00434600006104
STAMPED "22969" 0. 1 '(N) THE SOUTH 88 FEET OF THE NORTH 176 FEET OF HE WEST 137
R01FD ROOF/DRAIN / FOOTING DRAIN FEET OF TRACT 61, EDMONDS SEA VIEW TRACTS, ACCORDING TO
• THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS, PAGE 76,
& . 01 '(E) OF CORNER. \ 1 \ YARD DRAIN (TYP.) I GFF GARAGE FINISHED FLOOR RECORDS OF SNOHOMISH COUNTY, WASHINGTON,
��n� l�I 7'/roil AT 0nnn�n i\\
- - - FOUND REBAR /�
W CAP STAMPED Q
"22969" 0.?l(N
OF CORNER
1+00
<. 4
i
t F
°
ACCESS & UTILITY ASEMENT °
AFN-1926982 4"
TO MAINTAIN CONTI NO US
( � 19210 METER
CESS TO # 19210 & # 19204) & SERVICE'
TA
1JR ON VIS,
ao
\ N
CONS Zj�,ET
a
19210 DRIVEWAY
FOUNL) I
V/ /IA/
\
a
ELEVATION
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES
AS RECORDED UNDER AUDITOR'S FILE NO'S 1926981 AND 1926982,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON, AND,
EQUIPMENT AND PROCEDURE
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF
- X /
METHOD OF SURVEY.
RECORD.
/
SURVEY PERFORMED BY FIELD TRAVERSE
(ALSO KNOWN AS PARCEL 2, CITY OF EDMONDS SHORT SUBDIVISION
INSTRUMENTATION:
#S-52-66, RECORDED (UNDER RECORDING N0. 8710230442)
/
LEICA TCRP 1201 ROBOTIC ELECTRONIC TOTAL STATION
s� I
a
PRECISION:
PARCEL NO. 00434600006105
THE WEST 137 FEET OF TRACT 61, EDMONDS SEA VIEW TRACTS,
\ i
MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF
PLATS, ON PAGE 76, RECORDS OF SNOHOMISH COUNTY,
I
BASIS OF BEARING:
WASHINGTON,
\ I
THE MONUMENTED CENTERLINE OF OLYMPIC VIEW DR. & 94TH
AVE. W.,
EXCEPT THE NORTH 176 FEET THEREOF,• AND,
AS THE BEARING OF N 89*11'25 W.
1 ,
TOGETHER WITH EASEMENTS FOR INGRESS, EGRESS AND UTILITIES
Cp
BM
AS RECORDED UNDER AUDITOR'S FILE NO'S. 1926981 AND 1926982,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON, AND,
FOUND CASED CONC. MON. AT THE INTERSECTION
OF 190TH PL. S.W. & 94TH AVE. W.
RESUB
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF
ELEV. = 253.68'
RECORD.
/
PER GPS OBSERVATIONS A 25 2024
p r
o
DATUM:
(ALSO KNOWN AS PARCEL 3, CITY OF EDMONDS SHORT SUBDIVISION
I
CITY OF EDMO NDS
NAVD 88 DEVELOPMENT SERVICES
#S-52-66, RECORDED (UNDER RECORDING NO. 8710230442)
N.A.V.D 88-3.64'=NGVD '29 (MSL) DEPARTMENT
PARCEL N0. 00434600006106
REFE y4LSO TO:
IMPERVIOUS AREAS BREAKDOWN
THE SOUTH 82 FEET OF TRACT 61, EDMONDS SEA VIEW TRACTS,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF
OW PERMIT #ENG2022-0926
SFR PERMIT #BLD2023-1286
LOT APGIS = 684 S.F.
PLATS, ON PAGE 76, RECORDS OF SNOHOMISH COUNTY,
WAHINGTON,
= ,490 S.F.
LOT A NPGIS 3
'SFR PERMIT #BLD2023-0287
3 I
SFR PERMIT #BLD2022-1035
LOT B PGIS = 690 S.F.
EXCEPT THE WEST 137 FEET THEREOF,
I
LOT B NPGIS = 3,473 S.F.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF
��ST�RM REPORT PREPARED BY
LOT C PGIS = 451 S.F.
RECORD.
a I l�O, APPROVED 5/12/2024
LOT CNPGIS = 3,563 S.F.
ALL SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
\ EX. F H. LOT D PGIS = 750 S.F.
LOT D NPGIS = 3,200 S.F.
I
ROAD = 5,664 S.F.
TOTAL IMPERVIOUS AREA = 21,965 S.F.
R=25.00'
v P L=26.81 ' APPROVED FOR CONSTRUCTION
I CITY OF EDMONDS
IDATE: 5/13/2024
W/2 " BRASS DISK & "X ".j�"� NIC:HT E NC:I a [ R1 N.
I BY: P.O. BOX - 1478
DOWN 0.6 . HELD FOR CITY ENGINEERING DIVISION EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
II I BEARI N'- INFO@INSIGHTENGINEERING.NET
VISITED L — L / — L ( SITE ADDRESS: 9500 190TH ST SW &
19128, 19126, 19124, 19122 94TH AVE W
0 00 EDMONDS, WA 98020
/r TAX ACCOUNT NO.'S: 00434600006102, 00434600006104,
REV, NO. DESCRIPTION INITIALS DATE 00434600006105, 00434600006106,
I SHEETINDEX 00434600006201
I C1.0 COVER SHEET R j�
c 1 1 ExlsriNc FEATURES MAP Q' �V wasp, �'J NE 114 SEC 13 T 27 N R 03 E W M
C1.2
SLOPES MAP
C2.0
GRADING & TESC PLAN
C2.1
GRADING & TESC NOTES AND DETAILS
TEXTUAL SITEDATA-
C3.0
ROAD, DRAINAGE, & UTILITY PLAN
C3.1
ROAD, DRAINAGE & UTILITY PROFILES
C3.2
DETENTION PLAN & DETAILS
WATER SOURCE/PURVEYOR:.................................
CITY OF EDMONDS WATER SYSTEM
C3.3
SEWER PROFILE
SEWAGE DISPOSAL/PURVEYOR: .................................
EDMONDS WASTEWATER TREATMENT
C3.4
OFFSITE SEWER PLAN
SCHOOL DISTRICT. • ... ...... ......................
EDMONDS SCHOOL DISTRICT 15
C4. 0
FRONTAGE IMPROVEMENTS
FIRE AUTHORITY. ••• •••••• ..................••••
SOUTH COUNTY FIRE
C5.0
GENERAL NOTES &DETAILS
ELECTRICITY.• ••• •••••• ..................••••
SNOHOMISH COUNTY PUD
CABLE:
COMCAST
GAS: ••• •••••• ..................••••
PUGET SOUND ENERGY
0411612024
IRON VISTA
DWG FILENAME DESIGNED BY.• DATE. SCALE. JOB NO.:
201094-FINAL-ROAD.DWG I DNK 0510212022 1 "=10' 20-1094
SHEET
COVER SHEET iCL O
NE 114, SEC. 13, T. 27 N., R.03 E., W.M.
SNOHOMISH COUNTY, WASHINGTON
(COMMCTOR TO WORK AND
COORDINATE WRH UTILITY PROVIDER TO
BRACE POLE DURING CONSTRUCTION)
N 79°5033" W 3.94
:'�
9510 190TH PL. SW.
(SHALL HAVE ACCESS
TO PROPERTY AT ALL
TIMES DURING
CONSTRUCTION)
00434600008002
RESTORE WALLS TO EXISTING
CONDITION AFTER PIPE INSTALLATION.
0
0
z
190,vNeL.
o_
S •m
x_
JLL
L
N 89°1523" W 50.00'
7 r.
W
N
0
0
00434600006103
SCALE: I" = 20'
20 10 0 20 40
RES U B
Apr 25 2024
N 89°15'23" W 137.00'
CITY OF EDMONDS TBR TO BE REMOVED
I DEVELOPMENT SERVICES
>< DEPARTMENT
I TREE TO BE REMOVED
PARCEL A 9 1°` o
I / •� o TREES TO BE RETAINED
{ z APPROVED FOR CONSTRU
CITY OF EDMONDS
CITY OF EDMONDS
SP #S-44-79
VOL. 1659, PGS. 1928-1936
1�
I
c
co
W
n.
o,
G
O
z
PARCEL B
PRIVATE
PUBLIC
N 89°15'23" W 137.00'
X%17.00'
N 89°15"
EXG SIDE SEWER TO
19204 TO BE CONNECTED
TO REPLACED SIDE SEWER
19120 94TH AVE W
00434600006101
N 89°15'23" W 180.42'
4/
w
I
1
x1
w
(TO BE ABANDONED AND NEW
CONNECTION TO BE PROVIDED TO LOT D)
:E PROTECTION
R EXCAVATION
(TO REMAIN)
EX. F.H.
?EPORT FOR
70N MEASURES. / R=25.00'
/ L=26.81'
158.00'
19204 DRIVEWAY
\-Exo SIDE SEWER TO 19210
TO REPLACED SIDE SEWER
19210 DRIVEWAY
NOTE.
ONSITE WATER TO BE SUPPLIED VIA WATER TRUCK FOR ALL
REQUIRED WATER DURING CONSTRUCTION.
(TO REMAIN)
�36 62 - 264, - - 9 /Zih =211.23 NE 1/4, SEC. 13, T. 27 N., R. 03 E., W.M.
1 1�jpL • s \ - 2� E 2 0' , 2.2' SNOHOMISH COUNTY, WASHINGTON
/ / \ 9�r YD RIM=211.32
RIM=211.62
/2.8x7.0' LID
S ' /' / / c ; I, ASPHALT
/
LOT AREA
24,274 SF x I
00434600006201 �,. Yd RIM=211.22
Go� / // I
17 .24 ,h II 11 I I v
172.34 I I I I I I I I U / I x
Iv`
/ I I OST % \ I / l • CD RIM=215.57 00434600006203
I I I
ICTOR TO WORK AND
IATE WITH UTILITY PROVIDER TO PST
DOLE DURING CONSTRUCTION) l 1� I I O
_ N 79°50'33' W 3.94 /\ I L POST q � / z
I I I I I HOUSE
FOUND REBAR/
/ILLEGIBLE CAP 0.6'(N) I I I I I POET \ 19500
& 0.2'(W) OF CORNER I I I I �' ° YD W=217.16 SCALE' 1 = 20
I I I \ I I POST I /e. (J
IFOUND 1 /3 4" IRON I �' I 1 I P I RIM=215.05
I PIPE 1.0'(N) & \ I � I \1 I II POS� / .. 20 10 0 20 40
1 \\ \\ / /
0.3'(W) OF CORNER I z II \\ i I POST
O O� e
190TH PL. SW. IIp °
_ HAVE ACCESS
'OPERTY AT ALL I I I I I T
AES DURING
NSTRUCTION) I I I \ ° I N
0434600008002�
4ESTORE WALLS TO EXISTING I 1� I a
7N AFTER PIPE INSTALLATION I I I 1 \
_ l I l �y YD RIM=213.98 /
I I FOUND REBAR
I I W/ILLEGIBLE CAP IA -
I 11,9._
OF/CORN R 1 I ------- / FOUND REBAR W/CAP
N I I ► d l /
o, STAMPED '22969" 0.1 '(N)
& 0.1 '(W) OF CORNER
0
I
I I
A
I
ID REBAR W/CAP STAMPED \\ \ \ \ I \ II II II I I I
79" 0.4'(N) OF CORNER
� " � Q5✓ ,�� _/_ _ _ 1 / II FENCE COR. 0.2'(E) OF I
�' n / / �� + 1 PR PERTY LINE
� I I
_ - - - _ . / I / _ 00434600006103 I I
SEE DETAIL 'B' I, I \ \ \\ \\ I I
I-----------------------------------------------------
�I- _ J _ j I 8 • OUND REBAR W/CAP STAMPED 1 co
I - FOUND REBAR W/CAP 122969" 0.1 '(N) OF CORNER I I I
I I I
STAMPED '22969" 0.2'(W)
OF CORNER. FENCE
0.4'(W) AT CORNER
I
I III / I
I I
PARCEL A i I PROPOSED BLOCK WALL I
I Alo � I I
l� I 3Ic
o I
I
� ACCESS &UTILITY � � -�-
I D o
FOUND REBAR W/CAP I I L T D I
STAMPED '22688" 0.4'(S) I I ro / I EASEMENT I I I
& 0.1 '(W) OF CORNER. Ai N-1926981 I \ I
FENCE 0.1 '(W) AT CORNER I I o / z*I
CITY OF EDMONDS I
I I I I I SP #S-44-79 \ - I / 19120 94TH AVE W
15
VOL. 1659, PGS. 1928-1936 / EX R/ 3 15'
l / 00434600006101 \ EX. R/W I
FOUND REBAR c,
1 I W/CAP STAMPED I �'
22969" 0.2'(N) I 1 I I
1 1/ 04346000\ OF CORNER
FOUND REBAR W/CAP �\
/ \ FOUND REBAR W/CAP STAMPED '22969" 0.1 '(N)
FOUND REBAR W CAP"I 1 - - I _ _ N / STAMPED '22969" 0.2' N \ \ (TO REMAIN) & .01' E OF CORNER. �� o
I WICAP - - -!- - ' 15 23" W 137.00' \ () () � \
STAMPED '22969" 0.3'(W) I l / % - - \ & 0.1' E OF CORNER FENCE 1.7'(W) AT CORNER I CB RIM=265.01
& 0.4'(N) OF CORNER ° / \ 1 IE 12" CPP(N)=260.56
FENCE 0.2'(W) AT CORNEA l� / / \ \ \ \ I - / I I I IE 12" CMP(W)=262.76
--� 9"
\ / ►� I
I/ I/ \ H
PARCEL e I � / ,// � � 1 \I \ � \ \\� // • �� 1 I l� I
1 I I I \ \\ ' / I CB RIM=265.84
OT AREA
IE 12" CMP(E)=263.64
IE 12" CPP(S)=264.09
III I v n
ACCESS & UTILITY EASEMENTI0 I GAZEEBO 1
AFN-202006240176 / / I I I G / // rv� rnr cri�rn rn rf' nn I Ico. 3 I
I I \ / / \ ,
LINE OF EASEMENT AFN-1964542. (TO BE ABANDONED AND NEW I l l / CONNECTION TO BE PROVIDED TO LOT D) I 1 I I
EASEMENT RUNS ALONG SOUTHERN
PROPERTY LINE AND IS FULLY I I T / / / / LOT D l
ENCOMPASSED BY AFN-202006240176
EX. F.H.
SSMH
RIM:209.E) 03
IE 20II II
\\ 1 FOUND IEBAR
IE 203.85 (OUT, S) , 1 1 1 I I 1 45" SSCO \ \ ACCESS &UTILITY
W/CAP STAMPED I /
I � ` I I / RIM:256.29 \ \ EASEMENT 1 22969" 0.21'1(N)
AFN-1926 81 ,---OF CORNF�}7 co FOUND CASED CONC. MON.
1 IE: 248.29 \ 1 O I I
J�jASS SS I-- \ W/2" BRASS DISK & 'X".
1 \ \ DOWN 0.6'. HELD FOR
I 1 I` - \� \ II \\ BEARING
- - - --
-------------------- _
� 1 0 ° � VISITEQ 2-27-20.
FOUND REBAR W/ILLEGIBLE CAP N 89.1523 W 1650.00'(R1) 649.90'(MI I I I I 2" /
0.7'(W) & 0.1'(S) OF CORNER. N 89`11 25" 'W 649.91'(M)(MON 'TO MON) I F ( A \ - ° \ a . . a CO R {
I / �L e \ 19204 DRIVEWAY ° ! N� I FOUND 1-1/2" IRON PIPE
FENCE COR. 0.3'(N) & I I I I I FOUND REBAR W CAP STAMPED \ � ��-
0.4'(W) OF CORNER. I EXG SIDE SEWER TO EXSS6LINE TO " CONC.'22969" 0.1'(S) & 0.5'(W) OF CORNER �- I /' -- IE 12" RCP=266.86
I� 19204 TO BE CONNECTED 19 0 DRIVEWAY
TO REPLACED SIDE SEWER BE REPLACED I EXG SIDE SEWER TO 19210 ACCESS & UTILITY EASEMENT ° ° X. WATER IE 12" RCP=267.17
a I TO REPLACED SIDE SEWER AFN-1926982 a ETERS /
I END FENCE PROPERTY LINE $ (TO MAINTAIN CONTINOUS FOUND TACK I LEAD \
I #19210 METER �
ACCESS TO #19210 & #19204) 'W/WASHER STAMPED /
#19204 I (TO REMAIN) ,'22969" 0.2'(N) OF CORNER
AAFTFR Ie, CFRIII(`F I CCA40 IDIAA-990 79 /
RES U B
Apr 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
FOR REFERENCE ONLY
AREAS BETWEEN 25 - 40% SLOPE (24,946 SF)
AREAS ABOVE 40% SLOPE (3,589 SF)
1-
CB 6 62 264\ % -PI =211.23 NE 1/4, SEC. 13, T. 27 N., R. 03 E., W.M.
RIM=178.18 / I \ ?` / / / / /13 '
I L• S \ - % ��' 6'2�" E 2.2 SNOHOMISH COUNTY WASHINGTON
�22 / 2.0' / / �
i / isSO' _ \ \ l / YD RIM=211.32
Y RIM=211.62
6• / i i / f �� / /2.8 x7.0' LID
ASPHALT r
10 C-
S //.� // F� I II ��\ 1 // / / 4.1'//
I ! ` LOT AREA - - - / / /
24,/2�74 TSF/Y
IIi
I
RIM=211.22
00434600006201 DEC
- CL
�'CB�714 DI
IE 12" CP(W)=17 .24 v 0� � 8�DE\ o
IE 12" kP(E)=172.34
l 24/ /KFosT - /RIM-215.57LQ
00434600006203
�/�� I I /
(CONTRACTOR TO WORK AND
COORDINATE WMI UTILITYPST
PRO
W
BRACE POLE DURING CONSTRUCTION 1) L I 10 /� // \ I 10" / /
I ID o
N 79°5033 �' W 8.9 I l POST / I �j z
-� _ `cS HOUSE /� _ y I I / x 3
/ l ) 8» /
FOUND REBAR I I I POT \ 19500 c I �DE
j . 1/ILLEGIBLE CAP 0.6'(N) i/ I a \ / � I / /
/ & 0.2'(W) OF CORNER ` \ I \ Y I YD W=217.16
PO([7\T I _ 1 g
'° V /A r C /
FOUND 1 -3/4" IRON \ I ` ` \ I I i P� / I RIM=215.05
PIPE 1.0'(N) & I N I I I POS\f
0.3'(W) OF CORNER \, ` ` \\ I I POST 10"
9510 190TH PL. SW. I I I I I O
(SHALL HAVE ACCESS r/ I I\ I w I \ \ I C C 14"
TO PROPERTY AT ALL I \ I I T o I� / I i i 12" //C C 24» \
TIMES DURING I N I \ I/. / /12"
CONSTRUCTION) I I I / ) \ ° °, / / _ C
/
00434600008002i n -4 a C / C �C
RESTORE WALLS TO EXISTING I \ 1 I / \
5 -
CONDMON AFTER PIPE INSTALLATION.
to - YD R
-----------IM/=2/13.98
7
W/
/,2q8
C / _
N i 110.1 A i\ -)UND REBAR W/CAP ---
\ AMPED 22969 0.1 (N)
0.1 '(W) OF CORNER
o
z \ 1 \ I \ \\ I a
\ \HOLZ\Y TP- log ` '� \ I 1 I 1 \ 1
\\ 11 \ I II 1 I I I \
�- IVI
•TOE: 250 00
I ` \
LOT A \\ \ 1
LOT\ REA\
FOUND REBAR W/CAP STAMPED 1�056\ , SF 11 \ 1 II I
"17679" 0.4'(N) OF CORNER \\ \ \ 1 1 1 I I I 1 II
I 1 \ \ 1 I I \0043 6000Q610� \ \ 1 I I I
FENCE COR. 0.2'(Fl nr
-------------- 9' TOP/ 250.25 ERN LINE
\ \ \ I OE: 247.50 \
- _ - - IV 89' 15 23" W, 5 .00'
SEE DETAIL ,B, ,
Existing
Significant trees
50
Significant
Note: non -viable trees are dead or "poor" condition
Non -viable trees
0
trees, subject to review
Total # viable site -wide
50 (A)
Trees
CRITICAL AREAS
CRITICAL AREAS
16 (B)
Retained Trees #36-51
Total # retained trees
Proposed Tree
DEVELOPABLE AREAS
DEVELOPABLE AREA
Retention
Retained Trees #1-11
Total # viable trees
13 (C)
DEVELOPABLE AREA
Note: viable are at least "fair" condition trees, subject
11 (D)
to review
Retained viable trees
REQUIRED
TREE REPLACEMENT
CALCULATIONS
Removed
# Removed
Replacement
Total #
New
Proposed Tree
Tree DBH
Ratio
Trees
6-10"
14
x1 = 14
Removals
TOTAL # VIABLE TREE REMOVALS: 23
&
Removed Trees #12-34
1
Required
10.1-14"
x2 = 2
= 31(E)
Replacements
(Tree #26)
14.1-24"
5
x3 = 15
*Total Appraised
>24"
3
Value
$1
Minimum 30% retention in
Proposed
Does applicant meet/exceed 30% tree retention threshold?
Yes: replant to replace removals only (E)
developable area (C x .3)
(D)
No: replant to meet threshold(2) and replant
Tree Retention
13 x .3 = 4 trees
= 11 trees
removals unless infeasible(3)
Thresholds
Minimum 50% retention
Proposed
Does applicant meet/exceed 50% tree retention threshold?
required site -wide (A x .5)
(B+D)
Yes: waive all fees in lieu, replant removals (E)
50 x .5 = 25 trees
= 27 trees
No: replant and/or pay fees in lieu (E, 1, 2,3)
'Total appraised value of all removed existing viable trees over 24" DBH* = $?
2 Is it infeasible to replant to meet minimum tree retention threshold? Yes: fee in lieu = $?
Fees in Lieu
3IS it infeasible to replace removed significant viable trees? Yes: fee in lieu = $?
*OPTION: reduce fees in lieu total by using the $2 per square foot lot area "cap"
*OPTION: waive all fees in lieu using the 50% retention threshold via ECDC 20.75.048
/ / l N 89°15'23" W 137.00' �I \ I 1 TOE _BAR W/CAP STAMPED
� - I 22969» 0.1 (N) OF CORNER
FOUND REBAR W/CAP 4 I I / M
STAMPED »22969" 0.2'(W) TP-1/ l / / / / / I
OF CORNER. FENCE
0.4'(W) AT CORNER II I / / / / / / / 34 / /
PROPOSED BLOCK WALL
PARCEL A
I I \ I TOP: 254.00
\. I / / I / / / / / o TOE: 250.00
FOUND REBAR W/CAP I ` \ / Do
w UTILITY
EASEMENT
STAMPED 22688" 0.4'(S) I N I \ \\ \ / i I I LOT B (/ / / / / 00 / AFN-1926981
& 0.1 '(W) OF CORNER.
FENCE 0.1 '(W) AT CORNER m / CL
CITY OF EDMDNDS
SP #S-44-79 \ I \ \\ I I I I I I®\
VOL. 1659, PGS. 1928-1936 F
k I I I 1 I
- - -
\LOT AREA
1q,05\¢ S� \ \\ \\ \ 1 I \ 18 \\ TOP: , p0 APED I /
I ( 1 1 \ \ 1 1 i
0434600�06 M4 \ \ \ \ I 1 \ H I I TOE R '(N) I
I V g I I 1 I I I
TP-3 \ \ \ \ 11 1\ \ `\ \\� I I 1 . SS \
/ - \ \ \ \ ��
I FOUND REBAR W/CAP
FOUND REBAR W CAP I I - - \
/ I ,� I � STAMPED '22969» 0.2'(N)
STAMPED »22969" 0.3'(W) l l IA_ % / / - - - - \ _ & 0.1 ' E OF CORNER
1 & 0.4'(N) OF CORNER./ \ / \ ,
FENCE 0.2'(W) AT CORNER \ `\ \ \ 1 1 I, \ \
�\ \
l 1/ ,/ l �T )• 252.00
/ / • 6' x / / / / / / / / / / / / 0 ''. 2
PARCEL 8
H
:CC
1 x / L,,�� / / / �- I TEMP. CON ENTRrWCE
I \ �-I - / /j' I ," 12�056 SF _ /' / / / / / (CONT►NOUS ACCESS TL 19210
x I I I -I -G EEB 0 AND 19204 947H AVE W SHALL BE
ACCESS & UTILITY EASEMENTI 4 J I I 100 3460g00610t 1 MAINTAINED DURING CONSTRUCTION)
AFN-202006240176 II I /+ G�3 I / I I \ I I I // / \ - c•
LINE OF EASEMENT AFN-1964542. I I x 1 „ I � 1 T -41 I 1 1 � // � F / j / (TO BE ABANDONED AND NEW )
I I 1 I / CONNECTION TO BE PROVIDED TO LOT D
EASEMENT RUNS ALONG SOUTHERN I 1 I It / I 1 I 1_
PROPERTY LINE AND IS FULLY 1 / I I I 1 I LOT C / \ 221 /
ENCOMPASSED BY AFN-2020062SSMH II I \ k 1 IJ 25 j30 I / I \� I I �I
RIM:209.03
IE. 203.95 (IN, E) I�
IE: 203.85 (OUT, s) /I I � � � I I II l l 2 11 IgII
I I I
I I E I I 6 �/ \
FOUND REBAR W/ILLEGIBLE CAP N 89'15'23' W 1350.00'(R1) 649.90'(M) I I 2" /
0.7'(W) & 0.1'(S) OF CORNER. N 89.11 25» W 649.91'(M)(MON TO MON) I I F 2/ / / CW 19204 DRIVEWAY
PASIS OF E.' 5 L
FENCE COR. 0.3'(N) & I I FOUND REBAR W CAP STAMPED
0.4'(W) OF CORNER. I I I EXG SIDE SEWER TO \ EXG 6" CONC. 22969" 0.1 '(S) & 0.5'(W) OF CORNER
VG
cn I 19204 TO BE CONNECTED SS LINE TD E SEWER TO 19210
I TO REPLACED SIDE SEWER REPLACED i \ 1 TO REPLACED SIDE SEWER
END FENCE 0.05'(N)
OF PROPERTY LINE $
I
#19204 '
METER & SERVICE I
19204 94TH AVE W - (TO RaWNy)
I � I
.5' FA.SFMFNT I
REPLACEMENT TREES REQUIRED: 31
REPLACEMENT TREES PLANTED: 42
LOT -A: 14 NEW TREES
LOT-B: 14 NEW TREES
LOT-C: 14 NEW TREES
LOT-D: NO CONSTRUCTION ACTIVITY
42 TOTAL NEW TREES PLANTED ON LOTS A, B & C
00434600006103
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
19120 94TH AVE W
00434600006101
ONSITE STORMWATER MANAGEMENT:
THE 13 ELEMENTS OF SWPPP BMP
BMP T5.13 POST -CONSTRUCTION SOIL QUALITYAND DEPTH.
ELEMENT #1 - MARK CLEARING LIMITS:
LIMIT OF CONSTRUCTION ARE CLEARLY MARKED.
SOIL RETENTION: THE DUFF LAYER AND NATIVE TOPSOIL SHOULD BE RETAINED IN AN UNDISTURBED
STATE TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVED AND
ELEMENT #2 - ESTABLISH CONSTRUCTION ACCESS:
STOCKPILE THE DUFF LATER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT
A STABILIZED CONSTRUCTION ENTRANCE IS SHOWN.
ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF
THE SITE WHERE FEASIBLE.
ELEMENT #3 -CONTROL FLOW RATES:
FLOW IS MINIMAL.
SOIL QUALITY: ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY
IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL
ELEMENT #4 - INSTALL SEDIMENT CONTROLS:
OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING:
SILT FENCE, INLET PROTECTION, MULCH ARE PROPOSED. CATCH BASIN
INLET PROTECTION PROVIDED BY STORMWATER FILTERS WILL BE
1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF TEN PERCENT DRY WEIGHT IN
INSTALLED IN ALL CATCH BASINS WITHIN 500 FEET DOWNSTREAM OF
PLANTING BEDS, AND 57. ORGANIC MATTER CONTENT (BASED ON A LOSS ON -IGNITION TEST) IN
THE PROJECT SITE.
TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE ORIGINAL UNDISTURBED
ELEMENT #5 - STABILIZE SOILS:
SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE
ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.
SOIL STABILIZATION IS ACHIEVED BY MULCHING, PLASTIC COVERING AND
SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME
SEEDS.
INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE.
ELEMENT #6 -PROTECT SLOPES:
2. PLANTING BEDS MUST BE MULCHED WITH 2 INCHES OF ORGANIC MATERIAL
SLOPES ARE PROTECTED BY PLASTIC COVERING, MULCHING AND SEEDS.
3. QUALITY OF COMPOST AND OTHER MATERIALS USED TO MEET THE ORGANIC CONTENT REQUIREMENTS:
ELEMENT #7- PROTECT DRAIN INLETS:
INLET PROTECTIONS ARE PROPOSED FOR THE STORM DRAINS.
A. THE ORGANIC CONTENT FOR PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING
"COMPOSTED
ELEMENT#8 - STABILIZE CHANNELS AND OUTLETS:
COMPOST THAT MEETS THE DEFINITION OF MATERIALS" IN WAC 173-350-220. THIS
N/A.
CODE IS AVAILABLE ONLINE AT. http://www.ecv.wo.govaroprogram/swfa/facilities/350.html.
COMPOST USED IN BIORETENTION AREAS SHOULD BE STABLE, MATURE AND DERIVED FROM YARD
ELEMENT #9 - CONTROL POLLUTANTS:
DEBRIS, WOOD WASTE, OR OTHER ORGANIC MATERIALS THAT MEET THE INTENT OF THE ORGANIC
ALL VEHICLES, EQUIPMENT AND PETROLEUM PRODUCT
SOIL AMENDMENT SPECIFICATIONS. BIOSOLIDS AND MANURE COMPOSTS CAN BE HIGHER IN
STORAGE/DISPERSING AREAS WILL BE INSPECTED REGULARLY TO
BIO-AVAILABLE PHOSPHORUS THAN COMPOST DERIVED FROM YARD OR PLANT WASTE AND
DETECT ANY LEAKS OF SPILLS, AND TO IDENTIFY MAINTENANCE NEEDS
THEREFORE ARE NOT ALLOWED IN BIORETENTION AREAS DUE TO THE POSSIBILITY OF EXPORTING
AND PREVENT LEAKS OF SPILLS.
BIO-AVAILABLE PHOSPHORUS IN EFFLUENT. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER
CONTENT OF 35% TO 6590, AND CARBON TO NITROGEN RATION BELOW 25:1. THE CARBON TO
ELEMENT #10 - CONTROL DEWATERING:
NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTING COMPOSED ENTIRELY OF PLANTS
THERE WILL BE NO DEWATERING AS PART OF THIS CONSTRUCTION
NATIVE TO THE PUGET SOUND LOWLANDS REGION.
PROJECT.
B. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIALS AS
ELEMENT #11- MAINTAIN BMP's:
DEFINED ABOVE, OR ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO
ALL TEST BMPs SHALL BE MAINTAINED AND REPAIRED AS NEEDED.
REQUIREMENTS, AND MEETING THE CONTAMINANT STANDARDS OF GRADE A COMPOST.
ELEMENT #12 - MANAGE THE PROJECT.•
THIS COULD BE ACHIEVED BY MINIMIZING THE EXTENT AND DURATION
CONSTRUCTIONSEQUENCE OF THE AREA EXPOSED AND BY EMPHASIZING EROSION CONTROL THEN
SEDIMENT CONTROL.
1. PRIOR TO CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL
SCHEDULE AND ATTEND PRE -CONSTRUCTION CONFERENCE WITH THE ELEMENT #13 - PROTECT ON -SITE STORMWATER MANAGEMENT BMP'S
CITY ENGINEERING DIVISION THROUGH MYBUILDINGPERMIT AND FOR RUNOFF FROM ROOFS AND OTHER HARD SURFACES: N/A.
REQUESTED VIAL EMAIL AT ENGINEERINGPERMITSQEDMONDSWA.GOV. TWO
DAYS (48 HRS) NOTICE IS REQUIRED.
2. FLAG CLEARING LIMITS AND INSTALL SILT FENCE AS SHOWN.
3. INSTALL ROCK CONSTRUCTION ENTRANCE.
4. CLEAR AND GRUB ROAD AREAS, AND STOCKPILE AREAS. STOCKPILE IS
TO BE COVERED WITHIN 24 HOURS.
5. GRADE AND STABILIZE ROAD WITH GRAVEL BASE. COVER EXPOSED
SOILS WITH MULCH, HOG FUEL OR HYDROSEED.
6. INSTALL EROSION CONTROL BMP'S. INSTALL CATCH BASIN INLET
PROTECTION TO ANY CATCH BASINS DOWSTREAM OF THE
CONSTRUCTION SITE.
7. COVER EXPOSED SOILS WITH MULCH, HOG FUEL OR HYDROSEED.
8. CONSTRUCT SEWER, WATER AND STORM UTILITIES. INSTALL GAS,
POWER, TELEPHONE AND CABLE UTILITIES, AS REQUIRED. WATER SHALL
� � REMAIN AT THE I � F�OW/AVBNSTRUCTION AND SHALL BE
SCALE: 1 = 20� PROTECTED BY A BA
9. PAVE ROADS WITH ATB AND PLACE DETENTION SYSTEM INTO FULL
OPERATION.
20 10 0 20 40 10. HYDROSEED REMAINING EXPOSED SOILS AND STABILIZE PROJECT. R E S U B
11. REMOVE SEDIMENTATION TRAPPED SEDIMENT SHALL BE REMOVED OR Apr 25 2024
STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM
REMOVAL SHALL BE PERMANENTLY STABILIZED. CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED
I WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR
AFTER THE TEMPORARY BMP's ARE NO LONGER NEEDED.
I N
to I E
I
I= I
II I
KC
I I I
I 3 60
� � I
I I
15' I I I
I
15' I
tX. R/W
6 �
F
20" F I
� �� \I it • _ I
/ FOUND REBAR W/CAP
(TO REIWN) / STAMPED '22969" 0.1'(N) j
& . 01 '(E) OF CORNER. \ ��
FENCE 1.7'(W) AT CORNER CB RIM=265.01
IE 12" CPP(N)=260.56
F IE 12" CMP(W)=262.76
6 � ,�� \ 22" C
3 TFF= 280.24 I
/MFF= 270 \ I I
/ 9/ , o
11 C BFF= 260.67 2 0 I
I / / CB RIM=265.84
/i IE 12" CMP(E)=263.64
F ° /� \ t IE 12" CPP(S)=264.09
17" 1 I I
1 \ \V 10 I b 3 8 l.-
LOT D x =�P-7 �x X-X I► i/
\ I I EX. F.H.
C
A As
4
1
COZY I .
F 19210 DRIVEWAY
- ACCESS & UTILITY EASEMENT X. WAT
AFN-1926982 • 4» / 4f ETERS
(TO MAINTAIN CONTINOUS #19210 METER FOUND TACK I LEAD
ACCESS TO #19210 & #19`) & SERVIC tN/WASHER STAMPED
(TO RL]WAINj° . ,'22969" 0.2'(N) OF CORNER
SSMH RIM=269.76
19210 94TH AVE W / I
IE 8" PVC(S)=261.86
IE 8" PVC(E)=261.86
IE 8" PVC(N)=261.76
I
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
DMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
UTILITY CONTLICT NOTE.° Know what's below.
CAUTION.° Call before you dig.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
NOTE.-
1. GEOTECH MUST MONITOR CONSTRUCTION AND PROVIDE DIRECTION
FOR PLACING FILL, FOUNDATIONS, AND WALL CONSTRUCTION.
2. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014
SWMMWW BMP T-5.13. 3,532 SQUARE YARDS OF SOIL SHALL BE
COMPOST AMENDED.
3. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO
APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL
OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE TO MAINTAIN, REVISED AND/OR
ADJUST ESC MEASURES AS NEEDED THROUGHOUT CONSTRUCTION
UNTIL PERMANENT STABILIZATION IS IMPLEMENTED.
4. SEE GEOTECHNICAL REPORT FOR SOIL LOGS.
5. MAINTAIN CONTINUOUS ACCESS TO EXISTING HOMES ON 19204 AND
19210 94TH AVE W DURING CONSTRUCTION.
FOUND CASED CONC. MON.
W/2" BRASS DISK & 'X':
DOWN 0.6'. HELD FOR
BEARING
VISITEQ 2-27-20.
I FOUND 1-1/2" IRON PIPE
IE 12" RCP=266.86
\ / IE 12" RCP=26Z 17
19�A T�, - �
*0 REPLACEMENT TREE
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
N
NATIVE BACKFILL MATERIAL
8"
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS,
WIRE MESH FENCE
�I TO ABRICPPORT FILTER
(V
BURY BOTTOM OF FILTER
a MATERIAL 8" TO 12"
6' MAX
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
FILTER FABRIC FENCE
FILTRATION SYSTEMS
APPROVED BY: R. ENGLISH
1 FILTER FABR[CFENCEDETAIL
C2.I NTS CITY OF EDMONDS STD DTL ER-900
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CATCH BASIN
GRATE
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-900
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
CATCH BASIN
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
TEMPORARY
SEDIMENT TRAP
FOR CATCH BASINS
APPROVED BY: R. ENGLISH
3 TEMPORARYSEDIMENT TRAP
CZ.I NTS CITY OF EDMONDS STD DTL ER-902
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-902
NE 114, SEC. 13, T. 27 X , R. 03 E., W.M.
SNOHOMISH COUNTY, WASHINGTON
_LS
A
TH
IN
DE FULL WIDTH
GRESS/EGRESS
DETAIL NOTES:
1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
O2 ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH.
NOTES:
1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED
ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC
RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.
3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL
BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
DEVICE.
4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
PROJECT
SIZE
MIN LENGTH OF (FEET)
QUARRY SPALLS*
< 1/4 ACRE
30
< 1 ACRE
50
< 3 ACRE
100
> 3 ACRE
100 -71
QSt. 189
* PROVIDE ATB OR ASPHALT
TRANSITION WHERE FRONTAGE
ROAD IS AN ARTERIAL.
LENGTH TO BE DETERMINED
BY CITY INSPECTOR.
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
CITY OF EDMONDS STABILIZED CONSTRUCTION
ENTRANCE
PUBLIC WORKS
DEPARTMENT
APPROVED BY: R. ENGLISH
STABILIZED CONSTRUCTIONENTRANCE
NOT TO SCALE CITY OF EDMODNS STD DTL ER-901
CONTOUR LINE
(TYP)
ANGLE TERMINAL
END UPHILL 24" TO 48"
TO PREVENT FLOW
AROUND WATTLE (TYP)
WATTLE
TRENCH, SEE NOTE 2 --\
`2"x2"x24" UN -TREATED
WOODEN STAKE (TYP)
AREA AVAILABLE FOR SPACING VARIES
SEDIMENT TRAPPING SEE WATTLE SPACING
(TYP) TABLE (TYP)
SWATTLE
EE DETAIL(TYP)
2" MIN
5" MAN
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-901
2"x0x24" UN -TREATED
WOODEN STAKE (TYP)
�3" MIN
4" MAX
8" DIAMETER
MIN
WATTLE DETAIL
8" DIAMETER
SPACING
WATTLE
TABLE
SLOPE
MAXIMUM SPACING
1HAV
10'-0"
2H:1V
20'-0"
3H:1V
30'-0"
4H:1V
40'-0"
>4H:1V
ONE RUN ONLY
NOTES:
1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION.
2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS.
INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10).
3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT
UNDERCUTTING.
4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE
SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND
SURFACE.
`St. 18yv
REVISION DATE
CITY OF EDMONDS JANUARY 2018
WATTLE INSTALLATION
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R - 9 03
4 WATTLE INSTALLATION
CZ.1 NTS CITY OF EDMONDS STD DTL ER-903
UTILITYCONFLICTNOTE Know what's below.
CAUTION.' Call before you dig.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
ESC NOTES (ECDC 18.30.050)
A. ESC MINIMUM REQUIREMENTS. ALL ACTIVITIES NECESSITATING A CLEARING OR GRADING PERMIT AND ALL UTILITY
PROJECTS CONSISTING OF MORE THAN 500 LINEAL FEET OF TRENCH EXCAVATION SHALL BE REQUIRED TO
CONTROL EROSION AND SEDIMENT DURING CONSTRUCTION AND TO PERMANENTLY STABILIZE EXPOSED SOIL
RESULTING FROM CONSTRUCTION. PROJECTS INVOLVING A CRITICAL AREA MAY ALSO BE REQUIRED TO COMPLY
WITH ANY COMBINATION OF THE ESC MINIMUM REQUIREMENTS. COMPLIANCE WILL BE DEMONSTRATED THROUGH
THE IMPLEMENTATION OF AN APPROVED ESC PLAN. GUIDELINES FOR PREPARING ESC PLANS ARE PROVIDED IN
THE MANUAL. THE PLAN MUST ADDRESS THE FOLLOWING REQUIREMENTS:
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE. CONSTRUCTION VEHICLE ACCESS SHALL BE,
WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR
CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED
ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT
SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED
SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS
REMOVED IN THIS MANNER.
2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING
ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD,
HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED,
DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED
ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO
DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH
SEPTEMBER 30).
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHALL BE
PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT
BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER
APPROPRIATE BMPS.
4. ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE
REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR
INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL.
5. ESC MINIMUM REQUIREMENT - OTHER BMPS. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO
MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED.
6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION
OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING:
A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS,
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS
SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES,
C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER
ACCEPTABLE MEANS);
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING;
E. DAILY CLEANUP AND STREET MAINTENANCE.
7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW DEVELOPMENT AND
REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES OF GREATER THAN, OR EQUAL TO, ONE ACRE IN
ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS
LISTED BELOW.
8. ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, MARK CLEARING
LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE
COURSES.
9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL
PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND
TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL
BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING
ACTIVITIES TAKE PLACE EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND
MULCHED ACCORDING TO AN APPROVED TIMETABLE.
10. ESC MINIMUM REQUIREMENT - CUT AND FILL SLOPES. CUT AND FILL SLOPES SHALL BE DESIGNED AND
CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN
ACCORDANCE WITH ESC REQUIREMENT NO. 2.
11. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION. PROPERTIES AND WATER WAYS DOWNSTREAM
FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY,
AND PEAK FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE.
12. ESC MINIMUM REQUIREMENT - STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS. ALL
TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT
EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE
DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS,
SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS.
13. ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE
DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE
CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS
SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY
BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED
SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED.
15. EROSION AND SEDIMENT CONTROL REQUIREMENT - DEWATERING CONSTRUCTION SITES. DEWATERING SYSTEMS
SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND.
16. EROSION AND SEDIMENT CONTROL REQUIREMENT - CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON
CONSTRUCTION SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION
SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER.
17. EROSION AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL LIABILITY. PERFORMANCE BONDING, OR OTHER
APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH
THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. CORD. 3013 § 1, 19951.
RESUB
Apr 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
W NE 114, SEC. 13, T. 27 X I R. 03 E., W.M.
/ S - ; ; ; �'� /''%' '��-� =211 SNOHOMISH COUNTY WASHINGTON
CB RIM=178.18 1
IS �wx / i i i 6.62 / 2e4,
1A k"
9
01 i // �' \ ! �� �\ l / YD RIM=211.32
1 I (" ,' �' / J �• / i
I AS�HA I SS \I , / / �/i / / / \ \ ASPHALT ,
-SS
^ S �/ �/ / �/ /�/' I I I �� 1 / / / 4. 1'
l' i II 1 I I I LOT AREA
\'7 I 1 J 24,274 SF �A� y�P� X I
I I I � G. /0
/ / Yd RIM=211.22
I 00434600006201 �� / I
B RIM=h76.14 1
/ IE 12" 1CP(W)=17 .24 I �T I II II I' z / / \ I ' / X �/
IC 17" '17nD/C1- 17'J 3A Cps
02 IE 172.24 (12" PVC IN, S) 1 sa I �� \ I I I I I o OST / l `N° YD RIM=215.57 00434600006203 w
I I I
12 2
'7 I (CONTRACTOR TO WORK AND
COORDINATE WITH UTILITY PROVIDER TO ' 9�s I / / 1 I I PTO of / / j • l N -
BRACE POLE DURING CONSTRUCTION) I I I W rn SCALE: 1 - 20
N 79'50'33' W 3.94 /\ I L I POST a /' I I 1 / `` z
HOUSE 20 10 0 20 40
FOUivu REBAR �' CB#1 S / #9500 ) I I I / X
W/ILLEGIBLE CAP 0.6'(N) Q A- TYPE-2 48" W/ SOLID LID �T \. ` I I // /
& 0.2'(W) OF CORNER YD r O T RIM=217.16
° FOUND 1 RIM=215.05
PIPE 1.0'(N) & \
I I�E I POA / / A \ \ / t /
0.3'(W) OF CORNER \, c3 \ 1 I POST 0
9510 190TH PL. SW. I Ip I I I I O a I \ \ 6.4' /
(SHALL HAVE ACCESS
TO PROPERTY AT ALL
TIMES DURING
CONSTRUCTION) y�
�v 9� /
00434600008002i� I I I I I \\ °
RESTORE WALLS TO IXISTING -
CONDITION AFTER PIPE INSTALLATION. \y 1
LO I I r\ CN I \ I --------- ( l j l YD RIM=213.98 /� S
/ _ 4
N j I I F AR�_-- / -
I I I W/ILL P� , i / i / I • / / / /
LL, I I _ __-----------
0.1'N / 1
OF �, �1 �I ,I - �\ \� I \I 1 1 I I 1 1 / / / FOUND REBAR W/CAP
I\ o T \ \ \ I I I STAMPED '22969" 0.1 '(N)
°' I
1 I \ I I l I / I & 0 1 '(W) OF CORNER
CLEAN OUT TABLE
CO #
RIM
CO I.E.
AS -BUILT
RIM
AS -BUILT
I.E.
1 (FOOTING)
211
207
2
247
245
3
247
244.75
4 (FOOTING)
213
208.9
5 (FOOTING)
214
211
6 (FOOTING)
216.5
209
7
251
248
ACCEPTABLE TIGHTLINE
MATERIAL:
SDR 35
SCH 40
N-12
F810 HANCOR
FOUND REBAR W/CAP STAMPED \\ \ \ \ a I I I
"17679" 0.4'(N) OF CORNER
\ \ I
_-1 \ `,dG
03 � ,�,`� FENCE COR. 0.2'(E) OF
\ X s'� r \ CB#2 t a Q ° 1 / PRPERTY LINE
-------------------� - TYPE 2-4870 W/ SOLID LID
IV 89.1523" W 50.00' "'FOOTING\�
DRAIN (TYP.) i i a s CO#2 a Q ° a I CB#6 00434600006103
SEE DETAIL B 1 ` j/ ' %I O1 CI SSC011, /� I P _ 1
STA: 33+42.74, 0.02 L ROOF
_ \ _ _
RIM. 211.75
IE. 208.30 (6 PVC OUT, S) DRAIN' (TYP.) I CAP STAMPED
- ';ORNER
FOUND REBAR W/CAP I I I 4" SS STUB FOR LOT A C C
STAMPED '22969" 0.2'(W) I I i I • CO#5 IE 208.50 C3.1 OBTAIN APPROVAL
P
OF CORNER. FENCE III CO#4 12. ' FOR ANY WORK TO
0.4'(W) AT CORNER OCCUR ON
°
I I j l I I 2 A A ADJACENT
PARCEL A III I RETAINING C3.1 °a ° a PROPERTIES.
PROPOSED BLOCK WALL
I I\ I \ I I WALL (TYP.)
a
I � \ \• I I � oa a° I
FOUND REBAR W/CAP I I •\ \ LOT B ° a °Q A CESS
STAMPED 22688" 0.4' S I I EASEMEI (PRIVATE)
p \ \ o AFN-1 n
& 0.1 '(W) OF CORNER. I 102 \ \ C-)CO#3 DETENTION VAULT
FENCE 0.1 '(W) AT CORNER I 1 \ N (95' x 16' x 8
CITY OF EDMONDS A\
uj o
I \ ® o SSCO#2, 24" ACCESS RISER TYP.
SP #S-44-79 \ I CS STA: 32+53.41, ( )
0.01 L a
VOL, 7659, PGS. 7928-7936 \ II
v> RIM: 213.00 6' PROPOSED � / � 19120 94TH AVE W
(PRIVATE)30' EXISTING p a IE.• 206.50 (61PVC In N) DRAINAGE EASEMENT 1
IE.' 206.40 INC6"OUT, S - I- l 00434600006101
UTILITY EASEMENT JR ( ) z (PRIVATE) FOUND REBAf� I
W W/CAP STAMPED I
2 rn o 22969" 0.2'(N) / I
SEWER CLEANOUT 00 a- �/ OF CORNER I
CS. (TYP.)
CB#3
TYPE 2-4870 W/ SOLID LID
. REBAR W/CAr
TAMPED '22969" 0.3'(W) I I
& 0.4'(N) OF CORNER.I l�
FENCE 0.2'(W) /
SSCO#3,
STA: 32+04.67, 0.00'�
RIM: 218.50
IE.• 205.45 (61PVC In N)
PARCEL e IE.• 205.35 (8"PVC OUT, SW) o
TRENCH BACKFILL AROUND NEW SEWER MAIN C6
SHALL MEET 95%' COMPACTION (AND BE TESTED).
THE MAIN & LATERALS SHALL BE TV'D &
PROVIDED TO THE CITY AFTER BACKFILL & PRIOR
TO FINAL INSPECTION. a
(PRIVATE)ACCL__
A C1,1-9nonn F'JAn 17C.
45LF 8" PVC S=0.0066 FT/FT Z
LIA \
(PUBLIC) EASEMENT RUNS ALONG SOUTHERN
PROPERTY LINE AND IS FULLY
ENCOMPASSED BY AFN-202006240176 I 11
SSMH 1
RIM:209.03 I h
IE 203.95 (IN, E) I II
PROJECT OWNER IS z 1 II \\ \ o \ \� \ \ I I 11 11 11 II / I 1\ 11 I If
RESPONSIBLE TO
RESTORE DISTURBED
AREAS PER THE I I I \ \ 1 I +
RECORDED PRIVATE I I I \ \ g
EASEMENT. I\ \ \ N\ I j I
DO; \\\ \\\ \\ o \\ LOT A ° �►
0
4' SS STUB
FOR LOT B b z REDUCED FIRE
IE: 206.70 489'1523" FOOTING DRAIN Q
TURN AROUND.
N " W 137.00' 12'x18'
21+00
6" SIDE CB#4
SEWER
o WQ FILTER
CONTROL 41SER
v IE: 238.61 (12" OUT, W)
'a
io
�O
4' SS STUB a°
FOR LOT C
IE. 206.00
LOT C
CB#5
P
4 6' VERT. SEP.
rc. onzng; /nlrr c) 0 CROSSING 'a
NEW IE. 205.05 (8" IN, NE) i �� I\ 11
1 I 144LF 8- PVC S=0.2802 FT/FT
NOTE: RECHANNEL MANHOLE
ENSURE LADDER IS NOT - - _ - - - - _ - )0 FENCE I I I I I I \+_00
BLOCKING INCOMING PIPES I
PER CITY STANDARD GU-421. FOUND REBAR W/ILLEGIBLE CAP N 89 650.0, 1) 649.90'(M) N 8 15, W 137.00'
NEW HOLE DRILLED INTO 0.7'(W) & 0.1 '(S) OF CORNER. N 89'. 11 z5 W 649.91 '(M) (MON 'TO MON) I I l 7 17221�-
1 EXISTING STRUCTURE. FENCE COR. 0.3'(N) & I , I PASIS OF PEA' I / FOUND REBAR W CAPMINIMUM 8' BETWEEN IE'S 0.4'(W) OF CORNER. I IEXG SIDE SEWER TO EXG 6" CONC. I5n ' 19204 TO BE CONNECTED SS LINE TO REPLACE CLEANOUT
TO REPLACED SIDE SEWER BE REPLACED
FIELD VERIFY LOCATION OF SIDE SEWERS & WITH MANHOLE 11
CLEANOUTS 0 EDGE OF EASEMENT FOR ALL EX. END FENCE 0.05'(N) RIM: 253.51
CONNECTIONS TO REPLACED SEWER MAIN. REPLACE OF PROPERTY LINE IE.• 245.51 (8- PVC OUT, W)
OR ADD CLEANOUTS AS REQUIRED. 6' CLEANOUT IE: 245.61 (6" PVC IN, NE)
W/12' CAST IRON LAMPHOLE COVER W/PICKHOLEE, 19204 94TH AVE W IE. 245.61 (6- PVC IN, SE)
ORNER
1/2' HEX BOLTS 0 CONCRETE COLLAR) (TO REINAIN)
SSCO#6
RIM: 254.00 1
1 IE 249.81
-r )UND REBAR W/CAP SHED
H (TO �N�
STAMPED '22969" 0_2'(N�
5;X10' GRATE RECORDED PRIOR TO FINAL INSPECTION
I IN CONJUNCTION W/AS-BUILTS
3' HORIZONTAL
SEPARATION BETWEEN WATER
I -S
ERVICE LINE AND DRY IITIIITIF4 (TYP )
i
PROPOSED 6- SIDE
SEWER TO 19120 02%
DRY UTILITY TRENCH
v (POWER, GAS,
j _ PHONE, ETC)
PROPOSED PRIVATE
EASEMENTS SHALL BE
RECORDED PRIOR TO
FINAL APPROVAL.
1' WIDTH VARIES
MINI (SEE NOTE 5 & 6)
HMA CLASS 1/2"
PG 58H-22
(SEE NOTE 2)
2.� CURBING
(SEE NOTE 7)
29,E
CRUSHED SURFACE BASE
COURSE PER WSDOT STD
SPEC 9-03.9(3)
(SEE NOTE 1)
1. C BC DEPTH SHALL BE A MINIMUM OF 6" THICK.
2. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK.
3. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMLY SEALED PER WSDOT STANDARD
SPECIFICATIONS 5-04.3(4)A.
4. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT
EXCEEDING 2".
5. REFER TO EDMONDS COMMUNITY DEVELOPMENT CODE TABLE OF STREET STANDARDS FOR PRIVATE EASEMENT AND
PAVEMENT WIDTHS.
6. FIRE DEPARTMENT MAY REQUIRE ACCESS TO BE WIDER THAN REQUIRED IN EDMONDS COMMUNITY DEVELOPMENT
CODE IF IT IS DETERMINED FIRE FIGHTING OR RESCUE OPERATIONS ARE HAMPERED.
7. 6" CONCRETE EXTRUDED CURB PER COE STD DETAIL TR-522 OR 18" ASPHALT THICKENED EDGE PER COE STD
DETAIL TR-533 REQUIRED.
REVISION DATE
CITY OF EDMONDS PRIVATE STREET APRIL 2021
(1 -4 LOTS)
T PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
est. 189cj APPROVED BY: R. ENGLISH TR-510
1 PRIVATE STREET
('3 0 NTS STD DTL. TR-510
15' I I I I
EX R/ a
1
\I I
FOUND REBAR W/CAP 3 I
STAMPED '22969" 0.1'(N)
& .01 '(E) OF CORNER. `
FENCE 1.7'(W) AT CORNER \\ I CB RIM=265.01
I I IE 12" CPP(N)=260.56
\ X /l I IE 12" CMP(W)=262.76
a
/ CB RIM=265.84
IE 12" CMP(E)=263.64
\ Al IE 12" CPP(S)=264.09
(PRIVATE)
I PROPOSED WATER
LINE EASEMENT TO u'
PROPOSED 1.5" BE RECORDED \ \ o� PROPOSED 1"
POLY WATER PRIOR TO FINAL 7 11 I WATER METER (TYP.)
SERVICE LINE TO INSPECTION IN
BE INSTALLED WITH CONJUNCTION WITH
TRACER WIRE (TYP.) AS-BUILTS \ EX F.H.
/ P HL L;ESS & UTILITY DRY UTILITY TRENCH J PPROPOSED COPPER WATER
RIM:256.29 \ B EASEMENT UNDER THICKENED EDGE -- / SERVICE LINE (TYR)
IF' 948.29 EDGE OF EASEMENT AFN-1926R81 nc CO, / � F 4ON.
- W/Y tfKHJS UISK & 'X':
30 00 i DOWN 0.6'. HELD FOR
2% ' BEARING
1 +00 y� SIT 2-27-20.
° O VI EQ
3-1.5" WATER I' / `"
19204 DHI FWAY ° SERVICE LINES '' ° COIVR 0+00 I FOUND 1-1/2" IRON PIPE
PROPOSED 1" WATER IE 12" RCP=266.86
SERVCE LINE (TYP.)
19 0 DRIVEWAY .
G SIDE SEWER TO 19210 ESS & UTILITY EASEMENT A. ° IE 12" RCP=267.17
TO REPLACED SIDE SEWER B-1926982 • a 4 ETEI /
(FIELD VERIFY LOCATION OF SIDE SEWERS & MAINTAIN CONTINOUS #19210 METERA FOUND TACK I LEAD \
CLEANOUTS 0 EDGE OF EASEMENT FOR ALL EX ESS TO # 19210 & # 19204) & SERVICE 4/WASHER STAMPED
CONNECTIONS TO REPLACED SEWER MAIN. REPLACE
w (TO REMAIN . ,'22969" 0.2'(N) OF CORNER
IOT AREA
\\ 14,110 SF \ \
I 0043V600006106 \
I I
BE ABANDONED AND NEW
CONNECTION TO BE PROVIDED TO LOT D) LOT D
TSSCO#5
RIM: 255.50
IE. 248.61 3
J,-4SS STUB FOR LOT D
1 ►E. 248.63 C31 \\
COURSE PER WSDOT STD
SPEC 9-03.9(3)
(SEE NOTE 1)
I.. CSBC DEPTH SHALL BE A MINIMUM OF 6' THICK. AND ACHIEVE 95% MINIMUM COMPATION PER ASTM D 1557.
REVISION DATE
CITY OF EDMONDS APRIL 2021
ASPHALT THICKENED EDGE
r�` PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fsl- �g9� APPROVED BY: R. ENGLISH TR-523
2 ASPHALT THICKENED EDGE
C3. NOT TO SCALE
FINAL ROW RESTORATION LIMITS TO BE DETERMINED BY
ENGINEERING INSPECTOR.
Restoration of utility patches as follows:
i.Utility patches with less than 20-feet of separation shall be
combined and full width or half width overlay will be required
depending on the extent of disturbance. Where utility patches fall
entirely within one travel lane, the overlay shall extend to the
centerline of roadway. Where utility patches extend into both
travel lanes then a full width overlay is required.
ii. All final restoration within the right-of-way shall be
completed by the contractor not the City of Edmonds.
NOTES:
1. A PRECON WILL BE SCHEDULED PRIOR TO COMMENCING ANY WORK ON THE PROJECT. ALL
APPLICABLE UTILITY PROVIDERS WILL BE PRESENT ALONG WITH THE CITY. LOCATE WILL BE
CALLED IN PRIOR TO MEETING FOR ALL PARTIES TO ENSURE EACH UTILITY HAS THE
PROPER REQUIRED SEPARATION.
2. ALL UTILITY PIPES SHALL BE INSTALLED PER CITY OF EDMONDS STANDARDS FOR BACKFILL,
ANCHORING, MIN. SLOPE, ETC. AS-BUILTS WILL BE PROVIDED AFTER INSTALLATION.
J. ALL PROPOSED PRIVATE EASEMENTS SHALL BE RECORDED PRIOR TO FINAL APPROVAL AND
IN CONJUNCTION WITH UTILITY AS -BUILT DOCUMENTS TO ENSURE ACCURACY.
NOTES:
1. ALL CB'S ARE TYPE-1 UNLESS OTHERWISE NOTED.
2. IF THE RIM TO INVERT ELEVATION EXCEEDS 5-FEET, THEN A TYPE-2 MANHOLE IS
REQUIRED.
3. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
4. A MINIMUM OF 3' HORIZONTAL AND 1' VERTICAL SEPARATION IS REQUIRED BETWEEN
THE DRY UTILITIES AND SEWER, WATER, AND STORM AND 5' FROM ANY CITY MAIN
LINES.
5. EACH HOME WILL BE EQUIPPED WITH A 130 SPRINKLER SYSTEM.
6. COORDINATE WORK IN 190TH PL SW ROW WITH THE P.U.D.
7. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER
DRIVEABLE SURFACES AND 1' OF COVER UNDER LANDSCAPE AREAS.
OR ADD CLEANOUTS AS REQUIRED. 6 CLEANOUT SSMH RIM=269.76 RESTORATION LIMITS TO BE DETERMINED
W/12' CAST IRON LAMPHOLE COVER W/PICKHOLE. 10 94TH AVE W BY CITY ENGINEERING INSPECTOR
1/2' HEX BOLTS A CONCRETE COLLAR.) IE 8" PVC(S)=261.86
Ir St" DI/n/Ct-oC.1 f7L:
RESUB
Apr 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
UTILITY CONFLICTNOTE:• Know what's below.
CAUTION. Call before you dig.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER
SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO
CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE
1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT
LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING
COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
250
240
230
220
210
200
190
170
1
_j
CL
m
o
J EX STING GRADE
c o
Ln J
v-
N
1' MIN. C ER
N
103LF 8" PVC 0
27.597.
N
Q
J
CL
Q
0
99'
PIPE
ANCHOR EVERY 20'
1
N
ON
PIPES WITH A SLOPE
C.3.I
+
OF
20% OR MORE
N
r
D
p0
®6 tj
P QJ
F8
CBI WQ FILTER
STA:20+49.28, 0.01 ' R
RIM:251.22
o
IE 235.25 (12" IN, E)
IE: 232.92 (8" OUT,
znzc�
CB 3 TYPE 2-48"0 W SOLID LID
STA:21 +52.47, 0.00'
RIM:211.01
I : 204.50 (8" IN, E)
CB 2 TYPE 2-48"0 W SOLID LID
I : 204.50 (8" OUT, N)
STA:22+52.97, 0.00'
RIM:208.65
I : 198.50 (8" IN, S)
I : 198.50 8 OUT, N
C3.0
55LF 8" PVC 27.91%
CB#1, TYPE-2 48" W/ SOLID LID
FFORFOOTING
STA:24+06.50, o.00'
CONNECTIONS.
n
RIM:192.33
IE 187.59 (8" IN, S)
IE 1187.59 (8" OUT, NW)
PIPE ANCHOR EVERY 20'
ON PIPES WITH A SLOPE
STORMLINEPROTILE
OF 20Z OR MORE
SCALE: 1 "=40' HORIZ, 1 "=4' VERT
DESIGN SP ED = 20 MPH
EX. CB
RIM=176.14
E 172.24 (12" RCP, W)
IE 172.34 (12" RCP, E)
IE 172.24 (12" PVC IN,
1_' o)
N
d Lf)
cf
d °O
Qo Ln
o
o L(.
L
op p r o
N
p �O
N N
o
N N
N N
O �-
N N
`- N
N N
',I-
N N
d- Ln
N N
250
270
240
260
230
220
250
210
200
190
170
�r
N
N
25+00 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00
240
230
225
00
N
NE 114, SEC. 13, T. 27 N., R.03 E., W.M.
.SNnunAjrgT-T rnTTNTV WWA.I�uTNFOMIV
PVI STA: 0+73.70
PVI ELEV. • 268.12
K. 4.71
LVC: 55.00
N N
f f N
O ,
U
1.71 %-2.0 �
ULd
0.857-
6.63%
PVI TA: 1 +59.29
PVI ELEV. 253.17
K: 3.76
VC: 60.00
N d N
N LO CIO co LO
m �w
W
PVI S A: 2+56.56
PVI ELEV. 251.68
35.21
L C: 75.00
C) N C)
o� N
I N I N
W W EXISTING GRA E
U U @ CIL OF RD
m PROPOSED GRADE > W
m ® CIL OF ROAD Lv
ALL STORM •52q
STRUCTURES TO
BE FLUSH WITH
FINISHED GRADE
l 8" SEWER MAIN -�
L �36
1, WATER
SERVICE INES
�a
EL: 246.11
11LF 12" PVC @ 12.361-.
CB 5 TYPE 2 48"
STA:2+ 11.29, . 67' L
RIM:252.18
IE: 246.31 (12- OUT, N)
CB 6
STA:3+51.39, 1.93' L
RIM:248.17
IE.• 243.85 (12" OUT, S)
N N N� N LO N� N� N N
N N N N N N N
35LF 12" PVC ®1.49%
DETENTION VAULT
(95' x 16' x 8
E_:
238.11
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
DRIVEAISLE PROFILE
SCALE: 1 "=10' HORIZ, 1 "=3' VERT
DESIGN SPEED = 20 MPH r
UTILITYCONTLICTNOTE.' Know what's below.
CAUTION. Call before you dig.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES
WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING
THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL
LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL
OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY
CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT
CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON
THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS
SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH
INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS
PRIOR TO PROCEEDING WITH CONSTRUCTION.
270
260
y B• M
PPE JOINT ' -. •'?; . t.
NOTE: Flri Y.PL PIPE MUST
BE 00 T SLIDE INSEE A
4-FT SEOTION 6 PIPE. ONE
SM DIAMETER LMGEF.
M SI PIPE C402 DETAII
PPE TRENCN
- MN
NET DONORETE BLDC✓<-_ '" ,., r 7
IN,,,UMSTURISM 5011.
MIN
SECTION A -A
R
1 PIPE ANCHOR ASSEMBLY
C3.3 & 3 NOT TO SCALE
20' ACCESS AND UTILITY EASEMENT
13.5' 2'
6'
18"
THICKENED EDGE
27
PROPOSED WALL
6'
L4" HMA CLASS 112"
ASPHALT (2 LIFTS REQUIRED)
ROADWAY AND 6" COMPACTED DEPTH CRUSHED
ROADWAY BASE SURFACING BASE COURSE
SHALL BE LOCATED 2 DRIVE AISLE (SECTION A -A)
U N D E R TH E NOT TO SCALE PRIVATE STREET PER TR-510
THICKENED EDGE.
C3.0
250
20' ACCESS AND UTILITY EASEMENT I
240
230
225
4+UU
VARIES
18"
THICKENED EDGE
VARIES VARIES
2.0%
/77/7
(2 LIFTS REQUIRED)
6" COMPACTED DEPTH CRUSHED
SURFACING BASE COURSE
3 DRIVE AISLE (SECTIONS B)
NOT TO SCALE PRIVATE STREET PER TR-510
C3.0
20' ACCESS AND UTILITY EASEMENT
12' 2'
6' 6'
18"
THICKENED EDGE PROPOSED WALL
2% 2%
�"-17M_A CLASS 1/2
(2 LIFTS REQUIRED)
6 COMPACTED DEPTH CRUSHED
SURFACING BASE COURSE
4 DRIVE AISLE (SECTION C-C)
C3 NOT TO SCALE PRIVATE STREET PER TR-510
RES U 6
Apr 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
5 x 10'
r GRATE
EL=251.27 11
EL=248.75(f)
S) �O�O d v da a d d
' I �0000 "
O O O O
SCALE: 1" = 10,
0 5 10
LOCK WALL
DETENTION SUMMARY CHART - DETENTION VAULT
STORM
VOLUME STORAGE REQUIREMENTS (CF)
MAXIMUM RELEASE RATES (CFS)
EVENT
DEAD
LIVE
DESIGNED
AS -BUILT
RATE
DESIGNED
AS -BUILT
2-YEAR
776
5,096
5,096
0.03
0.01
50-YEAR
776
10,759
10,759
IF
0.07
0.05
2
UTILITY CONTLICTNOTE • Know what's below.
Call before you dig.
CAUTION,•
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
Z_ X
24" ACCESS g
RISER (TYP.) N
NE 114, SEC. 13, T* 27 N*, R.03 E, W.M.
SNOHOMISH COUNTY, WASHINGTON
EL�=248.11
I �I
12" INLET 0 0 0 95'
IE=244.95
---------- Q 50 YR. EL=245_61 - - - - -
000
7>0 0- - - - - - - - - - - - - - - - - - - - - - - - - - - - -2YR. EL=241.90-----
0� - - - -
PIPE
O o SUPPORT
o °p (2 REQUIRED)
000
-O 0 o FLOOR GRATE W/2'x2'
0o (1Nx1/4AGALVANIIZCCESS DR
- 0 o EL=238.61 METAL BARS) C
op--------------------------r----------� - -
W 0
O U
U
Q
24" ACCESS z
RISER (TYP.)
- EL: 248.11 EL=248.11LL
I I 1 1 � I I -III
1-h1-1 t EL: 247.11 d m i
EL: 246.11=
a 16' l
a a . .
III I I ORIFICE #3 = 1 " DIA. 12" INLET
e . -
EL=245.41 -I --IE=244.95 - - - -
a -
ORIFICE #2 = 0.5" DIA. 4-
EL=241.84 °------- - a°
12" INLET
IE=243.32 -
1270 INLET _
EL=243.32
EL=238.61
a _ 1270 OUTLET
- - - - - EL_238.61 EL=238.61
III �I
= 7 00 0 *DEAD o ' . WIRE MESH _
57STORAGE EL: 237.31 --i g . d _ II III
EL: 237.71
- INSIDE CORNER
EL= 238.11
FLOW CONTROL 4 5"
STRUCTURE - �
NON -SHRINK GROUT PVC PIPE-
1'-0* MAX • CONTROL DEVICE EL*
ASSEMBLY TO BE
COUPLING PVC PIPE REMOVABLE FROM
(OPTIONAL) STUB* I INSIDE THE FCS I PVC PIPE -
IF" SET SCREW TO
7 PREVENT ROTATION
J r JL T INVERT'* TEE*
2 SPOOL*
GASKET (TYP) .-4 PVC PIPE I ELBOW*
PVC ADAPTER* W/ CROSS* o
DOUBLE CASKET I O
AND ADHESIVE
BONDED SAND FINISH
ON EXTERIOR. MIN 7" LONG DRILLED ORIFICE
CAULK SPACE BETWEEN IN PVC INSIDE
PVC ADAPTER AND PIPE STUB CONNECTION & CAP PLUG
CONTROL DEVICE ORIFICE
DIAMETER*DRILLED
DETAIL A ORIFICE
CONNECTION AND 0 LADDER OR HAND HOLDS - DIA*
CONTROL DEVICE POLYPROPYLENE PVC INSIDE
(SEE DETAIL A) 1 CAP PLUG*
OUTLET PIPE
-�- \ -
ALLOWABLE OUTLET LOCATION CINCH ANCHOR
(180' to 315') WIRE ROPE
CLIP (SS)
FINISHED GRADE CATCH BASIN TYPE II DEFORMED
V-NOTCH WEIR AS NEEDED*' PER 00 STD DTL 3 8 STEEL
SD-300 /
OVERFLOW E" MIN ROD (SS OR
+ ALUMINUM)
ADDITIONAL ORIFICE LENGTH TO FIT
SUPPORT (2 REQ'D) AS NEEDED*
INVERT* 1'-0" MIN PVC PIPE &
- 1'-6" MAX CROSS
FLOW CONTROL
STRUCTURE
CONTROL DEVICE 6I
SEE DETAIL A it DETENTION PIPE PIPE SUPPORT
(LENGTH, DIAMETER, DETAIL B
DIAMETER* MATERIAL TYPE)*
FLOW CONTROL STRUCTURE
SHOWN W/ TYPE 2 CATCH BASIN
(DETAILS A & B SHALL APPLY TO ALL DESIGNS
NOTES: WHERE A SHEAR GATE WOULD OTHERWISE APPLY)
* SPECIFIC DESIGN INFORMATION AS INDICATED ON APPROVED CONSTRUCTION DRAWINGS.
INVERT OF DETENTION PIPE IN STRUCTURE SHALL BE EQUAL TO OR HIGHER THAN THE INVERT OF THE OUTLET PIPE.
PRIVATELY -OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-OF-WAY.
_ REVISION DATE
CITY OF EDMONDS FLOW CONTROL JANUARY 2018
STRUCTURE
PUBLIC WORKS (FCS) STANDARD
DEPARTMENT DETAIL
FSt )g9� APPROVED BY: R. ENGLISH SD-301
I V-0
4 TLOW CONTROL STRUCTURE
C3.2 N.T.S. SD-301
�6-1/2" MIN
M�
LADDER TO
HANG FROM
MH STEP
I
IT
o
WALL J
SUPPORT
(TYP)
,{ 5.5"
I
. .'d'
d
PREFABRICATED LADDER
r 9-3/8" FOR BLOCK OR
BRICK MH SECTION
i 9-1/2" FOR PRECAST MH
- _ - SECTION
(4" FOR 7" FOR MODIFIED STEP FOR
MODIFIED PRECAST MH SECTION
STEP)
STEP
NOTES:
1" MIN POLYPROPYLENE 1. LADDER MAY BE INSTALLED IN ALL
- PLASTIC STEP CATCH BASINS AND MANHOLES
WHEN DEPTH OF STRUCTURE FROM
- - TOP OF FRAME TO LOWEST
FLOWUNE EXCEEDS FOUR(4) FEET.
2. DIMENSIONS FOR THE MH LADDER
AND STEP ARE MINIMUM
REQUIREMENTS ONLY.
+� 3. STEPS AND HANDHOLDS SHALL BE
a INSTALLED AT 1'-0" ON CENTER
SPACING. WHEN THE DISTANCE
FROM THE HIGHEST STEP OR
o
HANDHOLD AT THE TOP OF THE
MH FRAME EXCEEDS 1'-0" AND
ANOTHER STEP OR HANDHOLD
CANNOT BE INSTALLED BECAUSE
OF THE LOCATION OF THE MH
FRAME, A HANDHOLD SHALL BE
/4.., INSTALLED BETWEEN THE TOP 2
LAYERS OF BRICK OR COLLAR.
4. IF BOTH STEPS AND LADDER ARE
REQUIRED IN ANY STRUCTURE,
THEY SHALL BE FROM THE SAME
MANUFACTURER.
5. STEPS AND LADDER SHALL BE
POLYPROPYLENE AND CONFORM TO
ASTM D4101 WITH 1/2- ASTM
A615 GRADE 60 STEEL
REINFORCING BAR. LANE
P-13938, M.A.PS2-PF, OR EQUAL.
6. FASTEN LADDER TO FLOOR AND
WALL SUPPORTS WITH 1-1/2" x
3-3/4" ANCHORS. ANCHORS TO
BE INSTALLED PER MANUFACTURER
RECOMMENDATIONS.
REVISION DATE
CITY OF EDMONDS JANUARY 2018
STEP AND LADDER DETAIL
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
FS t . 1B9'3 APPROVED BY: R. ENGLISH G U - 423
7 STEP AND LADDER DETAILR
C3.2 N.T.S. GU-423
i5
C. d
IE. 237.71�
F.R.0.P RISER
PVC (12-)
ORIFICE #1: 0.5'
1 DETNTION VA ULT SECTION X-X @ 238.61 - 12"
C3.2 NOT TO SCALE
* THE PROPOSED DEAD STORAGE WILL PROVIDE AN AVERAGE DEPTH
OF GREATHER THAN 0.5 FEET.
standard type 2-60" diam. frame locking lid
CB concrete top slab {marked `DRAIN'
mounted over 2e diam.
36" CMP riser eccentric opening
6`
PLAN
NTS
standard locking maintain 1" gap between
M.H. frame &cover % bottom of slab & top of
riser -provide pliable
36" gasket to exclude dirt
i
compacted pipe bedding _
riser, 36" diam. min.,
same material & gage as
M.H. steps 127 O.C. - tank welded or fused to tank
24"
weld or bolt max detention tank
standard M.H. steps
SECTION
NTS
Notes:
1. Use adjusting blocks as required to bring frame to grade.
2. All materials to be aluminum or galvanized and asphalt coated (Treatment 1 or better).
3. Must be located for access by maintenance vehicles.
4. May substitute WSDOT special Type IV manhole (RCP only).
Figure 3.2.7 - Detention Tank Access Detail
3.2.3 Detention Vaults
Detention vaults are box -shaped underground storage facilities typically
constructed with reinforced concrete. A standard detention vault detail is
shown in Figure 3.2.8. Control structure details are shown in Section
3.2.4.
Design Criteria General. Typical design guidelines are as follows:
Volume III- Hydrologic Analysis and Flow Control BMPs -December 2014
3-41
S 36"ACCESSRISER
C3.2
RING AND COVER PER COE STD DTL
GU-420
FOR CURB AND SPLASH LINE ONLY:
FRAME AND GRATE PER COE STD 2"-6" CONCRETE RISERS
DTL SD-320 SERIES USING NON -SHRINK GROUT,
PROVIDE SMOOTH FINISH
INSIDE AND OUT
8" MIN
18" MAX
TOP SLAB - - - HANDHOLDS (2)
i * . SEE COE STD DTL GU-423
20-X24" OR
24" DIA
- - 6" MAX
POLYPROPYLENE SAFETY
STEP/LADDER 12" O.C.
1.
48", 54", 60", 72" OR 96'. (SEE NOTE 6 & 7)
01
- SAND COLLAR OR
KOR-N-SEAL AROUND
*dI PIPE
o I I
= I I
2-0. *_
MIN
MAX PRECAST BASE AND
1 INTEGRAL RISER
NOTES:
1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3).
2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN
CLEARANCE.
3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL
PRECAST CONCRETE SHALL BE CLASS 4000.
4. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX
HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB, 60" FOR 72" CB, 8e FOR 96"
CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12" FOR 72" AND 96" CB.
5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD
SPECIFICATIONS.
6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423.
7. STEP AND LADDER SHALL BE ORIENTED TO AVOID INSTALLATION ABOVE PIPE.
REVISION DATE
~ CITY OF EDMONDS CATCH BASIN, TYPE II OCTOBER 2021
_ 48" 541960"
PUBLIC WORKS 72", & 96" STANDARD
DEPARTMENT DETAIL
FSt. 189'3 APPROVED BY: R. ENGLISH SD-300
8 CA TCH BA SINTYPE 2
C3.2 N.T.S. SD-300
117
I V C .4
g 4" FOOTING DRAIN PER
N _ - STRUCTURAL DRAWINGS
TO CB #3
d 4 O.
0
d d
48" MIN
DETENTION VA UL T SECTION DETAIL
NOT TO SCALE
30"0 x 4"
FRAME AND COVER
INLET 1 -_ OUTLET 1
"F
4'01.D.
4'-10"0 O.D.
TOP SLAB PLAN VIEW
CARTRIDGES AND FLOW KIT NOT SHOWN
CONTRACTOR TO GROUT TO
FINISHED GRADE
L----- J--
I I
I I
I - I
I I
I I
I -
I I
I I
I I
I I
I I
I I
I I
I I
I - I
-------- FLOATA13LES
I I BAFFLE
I I
__= I OUTLET
FLOW
RIM ELEV. 25122'
TOP OF SYSTEM
ELEV. 250.67'
CONDITION: HS25
PER PROVIDED AND
APPROVED
STRUCTURALPLANS
AND CALCULATIONS
PROVIDED.
DFM BURT
FLOW I '� STUB INLET 1 INVERT
- _ I ELEV. 235.25'
I r-�-
I
INLET 1 PIPE 1-v OUTLET 1 INVERT
12"0 PVC ELEV. 232.92
L�
(16"0 OPENING)
O OUTSIDE BOTTOM
fO FLOW KIT I ELEV. 232.27'
-10"0
ELEVATION VIEW (THIS SHEET) SEEOUTUETDEfAIL
18" OUTLET
RISER ASSEMBLY
OUTLET
SUMP
-RISER
ND COLLAR OR BOOT
ro STUB
8"O STUB
MOLDED -IN CUT LINE
(SEE INSTALLATION NOTE E)
iOUT(BY CONTECH)
FLOW BYPASS
(SEE INSTALLATION
2" PVC NOTE G)
SLIP PLUG SYSTEM ACTIVATION DISK INSTALLED HERE.
SEE INSTALLATION INSTRUCTIONS.
PLAN VIEW
TOP SLAB NOT SHOWN FOR CLARITY
SITE DESIGN DATA
WATER QUALITY 0.014 CFS
FLOW RATE
PEAK FLOW RATE 0.11 CFS
RETURN PERIOD OF 100 YRS
PEAK FLOW
FILTER MEDIA TYPE ZPG
OUTLET DETAIL
(ILLUSTRATION ONLY)
MATERIAL LIST (PROVIDED BY CONTECH)
COUNT DESCRIPTION INSTALLED BY
1 18" ZPG CARTRIDGE CONTECH
3 7.5 GPM RESTRICTOR DISK (BLUE POLY DISK) CONTECH
2 2" PVC SLIP PLUG CONTECH
1 40A FLOWKIT CONTECH
1 SF ACTIVATION DISK CONTECH
1 18" OUTLET RISER ASSEMBLY CONTECH
16 STEPS, P10CTS, LANE LADDER, OR EQUIV. CONTECH
1 SEALANT FOR JOINTS CONTRACTOR
1 30"0 x 4" FRAME AND COVER, EJ#41600483, OR EQUIV. CONTRACTOR
U0
O W
O J
t` EL
v F-
_ (n Uj
LL m
PERFORMANCE SPECIFICATION O
FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH w L Lu
SHALL BE 74NCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. - � F-
SPECIFIC FLOW RATE SHALL BE 1 GPWSF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA -I Lu
SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPWCF OF MEDIA (MAXIMUM). (n
GENERALNOTES (n
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. O
2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED O 1
SOLUTIONS LLC REPRESENTATIVE. w .ContechES.com 1--
3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS U)
P
4. S S E OH O A I U 0-A A AI AYYY U
BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS y
T TO O I CI B I IE I I I 1G 2 7;qi
INSTALLATION NOTES LU` 3 r lo$
A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE IIr n £ LL E@ I
SPECIFIED BY ENGINEER OF RECORD. Z' 1 G
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
STRUCTURE. 2� A�^4�1
C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. FFE3i
D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. W
E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER
HDPE OUTLET STUB. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN are sc•, ..
CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 122123 1/4" = V-0"
F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. oEs ON.. -
G. CONTRACTOR TO INSTALL SUPPLIED PLUG IN CONSTRUCTION FLOW BYPASS WHEN SYSTEM IS BROUGHT ON LINE (PRESSURE FIT ONLY, SKJ SKJ
DO NOT GLUE). CHECKED. -ROVED.
STRUCTURE WEIGHT sEc,
APPROXIMATE HEAVIEST PICK = 7000 LBS. OF 5 PIECES CONTECH CUZ En E`- 0Q 15NCE No.:
BASE SECTION SHIPPED WITH CARTRIDGES INSTALLED PROPOSAL LAYOUT 1A
MAX FOOTPRINT =04'-10" DRAWING 57841452901 s"EEr_
1 or 1
3 STORMFILTER STANDARD DETAIL
C3.2 N.T.S.
1 " MIN. GAP
BETWEEN
STRAPS
I- 9 X 1 x 12 GA GALV.
TRAPS TACK WELD TO
VIRE MESH. ATTACH
TRAINER TO CMP
;ROSS W/ #6xl"
>HEET METAL SCREWS
? PER STRAP
6 x 9/16" OR
" x 16 GA
V. WIRE MESH
TACK WELD
WIRE MESH TO
BOTTOM PLATE
�A GALV.
BOTTOM PLATE
6 WIRE MESH BASKET
C3.2 NOT TO SCALE
RESUB
Apr 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DETAIL A ORIFICE
CONNECTION AND 0 LADDER OR HAND HOLDS - DIA*
CONTROL DEVICE POLYPROPYLENE PVC INSIDE
(SEE DETAIL A) 1 CAP PLUG*
OUTLET PIPE
-�- \ -
ALLOWABLE OUTLET LOCATION CINCH ANCHOR
(180' to 315') WIRE ROPE
CLIP (SS)
FINISHED GRADE CATCH BASIN TYPE II DEFORMED
V-NOTCH WEIR AS NEEDED*' PER 00 STD DTL 3 8 STEEL
SD-300 /
OVERFLOW E" MIN ROD (SS OR
+ ALUMINUM)
ADDITIONAL ORIFICE LENGTH TO FIT
SUPPORT (2 REQ'D) AS NEEDED*
INVERT* 1'-0" MIN PVC PIPE &
- 1'-6" MAX CROSS
FLOW CONTROL
STRUCTURE
CONTROL DEVICE 6I
SEE DETAIL A it DETENTION PIPE PIPE SUPPORT
(LENGTH, DIAMETER, DETAIL B
DIAMETER* MATERIAL TYPE)*
FLOW CONTROL STRUCTURE
SHOWN W/ TYPE 2 CATCH BASIN
(DETAILS A & B SHALL APPLY TO ALL DESIGNS
NOTES: WHERE A SHEAR GATE WOULD OTHERWISE APPLY)
* SPECIFIC DESIGN INFORMATION AS INDICATED ON APPROVED CONSTRUCTION DRAWINGS.
INVERT OF DETENTION PIPE IN STRUCTURE SHALL BE EQUAL TO OR HIGHER THAN THE INVERT OF THE OUTLET PIPE.
PRIVATELY -OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-OF-WAY.
_ REVISION DATE
CITY OF EDMONDS FLOW CONTROL JANUARY 2018
STRUCTURE
PUBLIC WORKS (FCS) STANDARD
DEPARTMENT DETAIL
FSt )g9� APPROVED BY: R. ENGLISH SD-301
I V-0
4 TLOW CONTROL STRUCTURE
C3.2 N.T.S. SD-301
�6-1/2" MIN
M�
LADDER TO
HANG FROM
MH STEP
I
IT
o
WALL J
SUPPORT
(TYP)
,{ 5.5"
I
. .'d'
d
PREFABRICATED LADDER
r 9-3/8" FOR BLOCK OR
BRICK MH SECTION
i 9-1/2" FOR PRECAST MH
- _ - SECTION
(4" FOR 7" FOR MODIFIED STEP FOR
MODIFIED PRECAST MH SECTION
STEP)
STEP
NOTES:
1" MIN POLYPROPYLENE 1. LADDER MAY BE INSTALLED IN ALL
- PLASTIC STEP CATCH BASINS AND MANHOLES
WHEN DEPTH OF STRUCTURE FROM
- - TOP OF FRAME TO LOWEST
FLOWUNE EXCEEDS FOUR(4) FEET.
2. DIMENSIONS FOR THE MH LADDER
AND STEP ARE MINIMUM
REQUIREMENTS ONLY.
+� 3. STEPS AND HANDHOLDS SHALL BE
a INSTALLED AT 1'-0" ON CENTER
SPACING. WHEN THE DISTANCE
FROM THE HIGHEST STEP OR
o
HANDHOLD AT THE TOP OF THE
MH FRAME EXCEEDS 1'-0" AND
ANOTHER STEP OR HANDHOLD
CANNOT BE INSTALLED BECAUSE
OF THE LOCATION OF THE MH
FRAME, A HANDHOLD SHALL BE
/4.., INSTALLED BETWEEN THE TOP 2
LAYERS OF BRICK OR COLLAR.
4. IF BOTH STEPS AND LADDER ARE
REQUIRED IN ANY STRUCTURE,
THEY SHALL BE FROM THE SAME
MANUFACTURER.
5. STEPS AND LADDER SHALL BE
POLYPROPYLENE AND CONFORM TO
ASTM D4101 WITH 1/2- ASTM
A615 GRADE 60 STEEL
REINFORCING BAR. LANE
P-13938, M.A.PS2-PF, OR EQUAL.
6. FASTEN LADDER TO FLOOR AND
WALL SUPPORTS WITH 1-1/2" x
3-3/4" ANCHORS. ANCHORS TO
BE INSTALLED PER MANUFACTURER
RECOMMENDATIONS.
REVISION DATE
CITY OF EDMONDS JANUARY 2018
STEP AND LADDER DETAIL
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
FS t . 1B9'3 APPROVED BY: R. ENGLISH G U - 423
7 STEP AND LADDER DETAILR
C3.2 N.T.S. GU-423
i5
C. d
IE. 237.71�
F.R.0.P RISER
PVC (12-)
ORIFICE #1: 0.5'
1 DETNTION VA ULT SECTION X-X @ 238.61 - 12"
C3.2 NOT TO SCALE
* THE PROPOSED DEAD STORAGE WILL PROVIDE AN AVERAGE DEPTH
OF GREATHER THAN 0.5 FEET.
standard type 2-60" diam. frame locking lid
CB concrete top slab {marked `DRAIN'
mounted over 2e diam.
36" CMP riser eccentric opening
6`
PLAN
NTS
standard locking maintain 1" gap between
M.H. frame &cover % bottom of slab & top of
riser -provide pliable
36" gasket to exclude dirt
i
compacted pipe bedding _
riser, 36" diam. min.,
same material & gage as
M.H. steps 127 O.C. - tank welded or fused to tank
24"
weld or bolt max detention tank
standard M.H. steps
SECTION
NTS
Notes:
1. Use adjusting blocks as required to bring frame to grade.
2. All materials to be aluminum or galvanized and asphalt coated (Treatment 1 or better).
3. Must be located for access by maintenance vehicles.
4. May substitute WSDOT special Type IV manhole (RCP only).
Figure 3.2.7 - Detention Tank Access Detail
3.2.3 Detention Vaults
Detention vaults are box -shaped underground storage facilities typically
constructed with reinforced concrete. A standard detention vault detail is
shown in Figure 3.2.8. Control structure details are shown in Section
3.2.4.
Design Criteria General. Typical design guidelines are as follows:
Volume III- Hydrologic Analysis and Flow Control BMPs -December 2014
3-41
S 36"ACCESSRISER
C3.2
RING AND COVER PER COE STD DTL
GU-420
FOR CURB AND SPLASH LINE ONLY:
FRAME AND GRATE PER COE STD 2"-6" CONCRETE RISERS
DTL SD-320 SERIES USING NON -SHRINK GROUT,
PROVIDE SMOOTH FINISH
INSIDE AND OUT
8" MIN
18" MAX
TOP SLAB - - - HANDHOLDS (2)
i * . SEE COE STD DTL GU-423
20-X24" OR
24" DIA
- - 6" MAX
POLYPROPYLENE SAFETY
STEP/LADDER 12" O.C.
1.
48", 54", 60", 72" OR 96'. (SEE NOTE 6 & 7)
01
- SAND COLLAR OR
KOR-N-SEAL AROUND
*dI PIPE
o I I
= I I
2-0. *_
MIN
MAX PRECAST BASE AND
1 INTEGRAL RISER
NOTES:
1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3).
2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN
CLEARANCE.
3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL
PRECAST CONCRETE SHALL BE CLASS 4000.
4. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX
HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB, 60" FOR 72" CB, 8e FOR 96"
CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12" FOR 72" AND 96" CB.
5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD
SPECIFICATIONS.
6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423.
7. STEP AND LADDER SHALL BE ORIENTED TO AVOID INSTALLATION ABOVE PIPE.
REVISION DATE
~ CITY OF EDMONDS CATCH BASIN, TYPE II OCTOBER 2021
_ 48" 541960"
PUBLIC WORKS 72", & 96" STANDARD
DEPARTMENT DETAIL
FSt. 189'3 APPROVED BY: R. ENGLISH SD-300
8 CA TCH BA SINTYPE 2
C3.2 N.T.S. SD-300
117
I V C .4
g 4" FOOTING DRAIN PER
N _ - STRUCTURAL DRAWINGS
TO CB #3
d 4 O.
0
d d
48" MIN
DETENTION VA UL T SECTION DETAIL
NOT TO SCALE
30"0 x 4"
FRAME AND COVER
INLET 1 -_ OUTLET 1
"F
4'01.D.
4'-10"0 O.D.
TOP SLAB PLAN VIEW
CARTRIDGES AND FLOW KIT NOT SHOWN
CONTRACTOR TO GROUT TO
FINISHED GRADE
L----- J--
I I
I I
I - I
I I
I I
I -
I I
I I
I I
I I
I I
I I
I I
I I
I - I
-------- FLOATA13LES
I I BAFFLE
I I
__= I OUTLET
FLOW
RIM ELEV. 25122'
TOP OF SYSTEM
ELEV. 250.67'
CONDITION: HS25
PER PROVIDED AND
APPROVED
STRUCTURALPLANS
AND CALCULATIONS
PROVIDED.
DFM BURT
FLOW I '� STUB INLET 1 INVERT
- _ I ELEV. 235.25'
I r-�-
I
INLET 1 PIPE 1-v OUTLET 1 INVERT
12"0 PVC ELEV. 232.92
L�
(16"0 OPENING)
O OUTSIDE BOTTOM
fO FLOW KIT I ELEV. 232.27'
-10"0
ELEVATION VIEW (THIS SHEET) SEEOUTUETDEfAIL
18" OUTLET
RISER ASSEMBLY
OUTLET
SUMP
-RISER
ND COLLAR OR BOOT
ro STUB
8"O STUB
MOLDED -IN CUT LINE
(SEE INSTALLATION NOTE E)
iOUT(BY CONTECH)
FLOW BYPASS
(SEE INSTALLATION
2" PVC NOTE G)
SLIP PLUG SYSTEM ACTIVATION DISK INSTALLED HERE.
SEE INSTALLATION INSTRUCTIONS.
PLAN VIEW
TOP SLAB NOT SHOWN FOR CLARITY
SITE DESIGN DATA
WATER QUALITY 0.014 CFS
FLOW RATE
PEAK FLOW RATE 0.11 CFS
RETURN PERIOD OF 100 YRS
PEAK FLOW
FILTER MEDIA TYPE ZPG
OUTLET DETAIL
(ILLUSTRATION ONLY)
MATERIAL LIST (PROVIDED BY CONTECH)
COUNT DESCRIPTION INSTALLED BY
1 18" ZPG CARTRIDGE CONTECH
3 7.5 GPM RESTRICTOR DISK (BLUE POLY DISK) CONTECH
2 2" PVC SLIP PLUG CONTECH
1 40A FLOWKIT CONTECH
1 SF ACTIVATION DISK CONTECH
1 18" OUTLET RISER ASSEMBLY CONTECH
16 STEPS, P10CTS, LANE LADDER, OR EQUIV. CONTECH
1 SEALANT FOR JOINTS CONTRACTOR
1 30"0 x 4" FRAME AND COVER, EJ#41600483, OR EQUIV. CONTRACTOR
U0
O W
O J
t` EL
v F-
_ (n Uj
LL m
PERFORMANCE SPECIFICATION O
FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH w L Lu
SHALL BE 74NCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. - � F-
SPECIFIC FLOW RATE SHALL BE 1 GPWSF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA -I Lu
SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPWCF OF MEDIA (MAXIMUM). (n
GENERALNOTES (n
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. O
2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED O 1
SOLUTIONS LLC REPRESENTATIVE. w .ContechES.com 1--
3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS U)
P
4. S S E OH O A I U 0-A A AI AYYY U
BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS y
T TO O I CI B I IE I I I 1G 2 7;qi
INSTALLATION NOTES LU` 3 r lo$
A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE IIr n £ LL E@ I
SPECIFIED BY ENGINEER OF RECORD. Z' 1 G
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
STRUCTURE. 2� A�^4�1
C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. FFE3i
D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. W
E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER
HDPE OUTLET STUB. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN are sc•, ..
CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 122123 1/4" = V-0"
F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. oEs ON.. -
G. CONTRACTOR TO INSTALL SUPPLIED PLUG IN CONSTRUCTION FLOW BYPASS WHEN SYSTEM IS BROUGHT ON LINE (PRESSURE FIT ONLY, SKJ SKJ
DO NOT GLUE). CHECKED. -ROVED.
STRUCTURE WEIGHT sEc,
APPROXIMATE HEAVIEST PICK = 7000 LBS. OF 5 PIECES CONTECH CUZ En E`- 0Q 15NCE No.:
BASE SECTION SHIPPED WITH CARTRIDGES INSTALLED PROPOSAL LAYOUT 1A
MAX FOOTPRINT =04'-10" DRAWING 57841452901 s"EEr_
1 or 1
3 STORMFILTER STANDARD DETAIL
C3.2 N.T.S.
1 " MIN. GAP
BETWEEN
STRAPS
I- 9 X 1 x 12 GA GALV.
TRAPS TACK WELD TO
VIRE MESH. ATTACH
TRAINER TO CMP
;ROSS W/ #6xl"
>HEET METAL SCREWS
? PER STRAP
6 x 9/16" OR
" x 16 GA
V. WIRE MESH
TACK WELD
WIRE MESH TO
BOTTOM PLATE
�A GALV.
BOTTOM PLATE
6 WIRE MESH BASKET
C3.2 NOT TO SCALE
RESUB
Apr 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
I V-0
4 TLOW CONTROL STRUCTURE
C3.2 N.T.S. SD-301
�6-1/2" MIN
M�
LADDER TO
HANG FROM
MH STEP
I
IT
o
WALL J
SUPPORT
(TYP)
,{ 5.5"
I
. .'d'
d
PREFABRICATED LADDER
r 9-3/8" FOR BLOCK OR
BRICK MH SECTION
i 9-1/2" FOR PRECAST MH
- _ - SECTION
(4" FOR 7" FOR MODIFIED STEP FOR
MODIFIED PRECAST MH SECTION
STEP)
STEP
NOTES:
1" MIN POLYPROPYLENE 1. LADDER MAY BE INSTALLED IN ALL
- PLASTIC STEP CATCH BASINS AND MANHOLES
WHEN DEPTH OF STRUCTURE FROM
- - TOP OF FRAME TO LOWEST
FLOWUNE EXCEEDS FOUR(4) FEET.
2. DIMENSIONS FOR THE MH LADDER
AND STEP ARE MINIMUM
REQUIREMENTS ONLY.
+� 3. STEPS AND HANDHOLDS SHALL BE
a INSTALLED AT 1'-0" ON CENTER
SPACING. WHEN THE DISTANCE
FROM THE HIGHEST STEP OR
o
HANDHOLD AT THE TOP OF THE
MH FRAME EXCEEDS 1'-0" AND
ANOTHER STEP OR HANDHOLD
CANNOT BE INSTALLED BECAUSE
OF THE LOCATION OF THE MH
FRAME, A HANDHOLD SHALL BE
/4.., INSTALLED BETWEEN THE TOP 2
LAYERS OF BRICK OR COLLAR.
4. IF BOTH STEPS AND LADDER ARE
REQUIRED IN ANY STRUCTURE,
THEY SHALL BE FROM THE SAME
MANUFACTURER.
5. STEPS AND LADDER SHALL BE
POLYPROPYLENE AND CONFORM TO
ASTM D4101 WITH 1/2- ASTM
A615 GRADE 60 STEEL
REINFORCING BAR. LANE
P-13938, M.A.PS2-PF, OR EQUAL.
6. FASTEN LADDER TO FLOOR AND
WALL SUPPORTS WITH 1-1/2" x
3-3/4" ANCHORS. ANCHORS TO
BE INSTALLED PER MANUFACTURER
RECOMMENDATIONS.
REVISION DATE
CITY OF EDMONDS JANUARY 2018
STEP AND LADDER DETAIL
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
FS t . 1B9'3 APPROVED BY: R. ENGLISH G U - 423
7 STEP AND LADDER DETAILR
C3.2 N.T.S. GU-423
i5
C. d
IE. 237.71�
F.R.0.P RISER
PVC (12-)
ORIFICE #1: 0.5'
1 DETNTION VA ULT SECTION X-X @ 238.61 - 12"
C3.2 NOT TO SCALE
* THE PROPOSED DEAD STORAGE WILL PROVIDE AN AVERAGE DEPTH
OF GREATHER THAN 0.5 FEET.
standard type 2-60" diam. frame locking lid
CB concrete top slab {marked `DRAIN'
mounted over 2e diam.
36" CMP riser eccentric opening
6`
PLAN
NTS
standard locking maintain 1" gap between
M.H. frame &cover % bottom of slab & top of
riser -provide pliable
36" gasket to exclude dirt
i
compacted pipe bedding _
riser, 36" diam. min.,
same material & gage as
M.H. steps 127 O.C. - tank welded or fused to tank
24"
weld or bolt max detention tank
standard M.H. steps
SECTION
NTS
Notes:
1. Use adjusting blocks as required to bring frame to grade.
2. All materials to be aluminum or galvanized and asphalt coated (Treatment 1 or better).
3. Must be located for access by maintenance vehicles.
4. May substitute WSDOT special Type IV manhole (RCP only).
Figure 3.2.7 - Detention Tank Access Detail
3.2.3 Detention Vaults
Detention vaults are box -shaped underground storage facilities typically
constructed with reinforced concrete. A standard detention vault detail is
shown in Figure 3.2.8. Control structure details are shown in Section
3.2.4.
Design Criteria General. Typical design guidelines are as follows:
Volume III- Hydrologic Analysis and Flow Control BMPs -December 2014
3-41
S 36"ACCESSRISER
C3.2
RING AND COVER PER COE STD DTL
GU-420
FOR CURB AND SPLASH LINE ONLY:
FRAME AND GRATE PER COE STD 2"-6" CONCRETE RISERS
DTL SD-320 SERIES USING NON -SHRINK GROUT,
PROVIDE SMOOTH FINISH
INSIDE AND OUT
8" MIN
18" MAX
TOP SLAB - - - HANDHOLDS (2)
i * . SEE COE STD DTL GU-423
20-X24" OR
24" DIA
- - 6" MAX
POLYPROPYLENE SAFETY
STEP/LADDER 12" O.C.
1.
48", 54", 60", 72" OR 96'. (SEE NOTE 6 & 7)
01
- SAND COLLAR OR
KOR-N-SEAL AROUND
*dI PIPE
o I I
= I I
2-0. *_
MIN
MAX PRECAST BASE AND
1 INTEGRAL RISER
NOTES:
1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3).
2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN
CLEARANCE.
3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL
PRECAST CONCRETE SHALL BE CLASS 4000.
4. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX
HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB, 60" FOR 72" CB, 8e FOR 96"
CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12" FOR 72" AND 96" CB.
5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD
SPECIFICATIONS.
6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423.
7. STEP AND LADDER SHALL BE ORIENTED TO AVOID INSTALLATION ABOVE PIPE.
REVISION DATE
~ CITY OF EDMONDS CATCH BASIN, TYPE II OCTOBER 2021
_ 48" 541960"
PUBLIC WORKS 72", & 96" STANDARD
DEPARTMENT DETAIL
FSt. 189'3 APPROVED BY: R. ENGLISH SD-300
8 CA TCH BA SINTYPE 2
C3.2 N.T.S. SD-300
117
I V C .4
g 4" FOOTING DRAIN PER
N _ - STRUCTURAL DRAWINGS
TO CB #3
d 4 O.
0
d d
48" MIN
DETENTION VA UL T SECTION DETAIL
NOT TO SCALE
30"0 x 4"
FRAME AND COVER
INLET 1 -_ OUTLET 1
"F
4'01.D.
4'-10"0 O.D.
TOP SLAB PLAN VIEW
CARTRIDGES AND FLOW KIT NOT SHOWN
CONTRACTOR TO GROUT TO
FINISHED GRADE
L----- J--
I I
I I
I - I
I I
I I
I -
I I
I I
I I
I I
I I
I I
I I
I I
I - I
-------- FLOATA13LES
I I BAFFLE
I I
__= I OUTLET
FLOW
RIM ELEV. 25122'
TOP OF SYSTEM
ELEV. 250.67'
CONDITION: HS25
PER PROVIDED AND
APPROVED
STRUCTURALPLANS
AND CALCULATIONS
PROVIDED.
DFM BURT
FLOW I '� STUB INLET 1 INVERT
- _ I ELEV. 235.25'
I r-�-
I
INLET 1 PIPE 1-v OUTLET 1 INVERT
12"0 PVC ELEV. 232.92
L�
(16"0 OPENING)
O OUTSIDE BOTTOM
fO FLOW KIT I ELEV. 232.27'
-10"0
ELEVATION VIEW (THIS SHEET) SEEOUTUETDEfAIL
18" OUTLET
RISER ASSEMBLY
OUTLET
SUMP
-RISER
ND COLLAR OR BOOT
ro STUB
8"O STUB
MOLDED -IN CUT LINE
(SEE INSTALLATION NOTE E)
iOUT(BY CONTECH)
FLOW BYPASS
(SEE INSTALLATION
2" PVC NOTE G)
SLIP PLUG SYSTEM ACTIVATION DISK INSTALLED HERE.
SEE INSTALLATION INSTRUCTIONS.
PLAN VIEW
TOP SLAB NOT SHOWN FOR CLARITY
SITE DESIGN DATA
WATER QUALITY 0.014 CFS
FLOW RATE
PEAK FLOW RATE 0.11 CFS
RETURN PERIOD OF 100 YRS
PEAK FLOW
FILTER MEDIA TYPE ZPG
OUTLET DETAIL
(ILLUSTRATION ONLY)
MATERIAL LIST (PROVIDED BY CONTECH)
COUNT DESCRIPTION INSTALLED BY
1 18" ZPG CARTRIDGE CONTECH
3 7.5 GPM RESTRICTOR DISK (BLUE POLY DISK) CONTECH
2 2" PVC SLIP PLUG CONTECH
1 40A FLOWKIT CONTECH
1 SF ACTIVATION DISK CONTECH
1 18" OUTLET RISER ASSEMBLY CONTECH
16 STEPS, P10CTS, LANE LADDER, OR EQUIV. CONTECH
1 SEALANT FOR JOINTS CONTRACTOR
1 30"0 x 4" FRAME AND COVER, EJ#41600483, OR EQUIV. CONTRACTOR
U0
O W
O J
t` EL
v F-
_ (n Uj
LL m
PERFORMANCE SPECIFICATION O
FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH w L Lu
SHALL BE 74NCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. - � F-
SPECIFIC FLOW RATE SHALL BE 1 GPWSF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA -I Lu
SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPWCF OF MEDIA (MAXIMUM). (n
GENERALNOTES (n
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. O
2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED O 1
SOLUTIONS LLC REPRESENTATIVE. w .ContechES.com 1--
3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS U)
P
4. S S E OH O A I U 0-A A AI AYYY U
BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS y
T TO O I CI B I IE I I I 1G 2 7;qi
INSTALLATION NOTES LU` 3 r lo$
A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE IIr n £ LL E@ I
SPECIFIED BY ENGINEER OF RECORD. Z' 1 G
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
STRUCTURE. 2� A�^4�1
C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. FFE3i
D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. W
E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER
HDPE OUTLET STUB. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN are sc•, ..
CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 122123 1/4" = V-0"
F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. oEs ON.. -
G. CONTRACTOR TO INSTALL SUPPLIED PLUG IN CONSTRUCTION FLOW BYPASS WHEN SYSTEM IS BROUGHT ON LINE (PRESSURE FIT ONLY, SKJ SKJ
DO NOT GLUE). CHECKED. -ROVED.
STRUCTURE WEIGHT sEc,
APPROXIMATE HEAVIEST PICK = 7000 LBS. OF 5 PIECES CONTECH CUZ En E`- 0Q 15NCE No.:
BASE SECTION SHIPPED WITH CARTRIDGES INSTALLED PROPOSAL LAYOUT 1A
MAX FOOTPRINT =04'-10" DRAWING 57841452901 s"EEr_
1 or 1
3 STORMFILTER STANDARD DETAIL
C3.2 N.T.S.
1 " MIN. GAP
BETWEEN
STRAPS
I- 9 X 1 x 12 GA GALV.
TRAPS TACK WELD TO
VIRE MESH. ATTACH
TRAINER TO CMP
;ROSS W/ #6xl"
>HEET METAL SCREWS
? PER STRAP
6 x 9/16" OR
" x 16 GA
V. WIRE MESH
TACK WELD
WIRE MESH TO
BOTTOM PLATE
�A GALV.
BOTTOM PLATE
6 WIRE MESH BASKET
C3.2 NOT TO SCALE
RESUB
Apr 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
REVISION DATE
CITY OF EDMONDS JANUARY 2018
STEP AND LADDER DETAIL
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
FS t . 1B9'3 APPROVED BY: R. ENGLISH G U - 423
7 STEP AND LADDER DETAILR
C3.2 N.T.S. GU-423
i5
C. d
IE. 237.71�
F.R.0.P RISER
PVC (12-)
ORIFICE #1: 0.5'
1 DETNTION VA ULT SECTION X-X @ 238.61 - 12"
C3.2 NOT TO SCALE
* THE PROPOSED DEAD STORAGE WILL PROVIDE AN AVERAGE DEPTH
OF GREATHER THAN 0.5 FEET.
standard type 2-60" diam. frame locking lid
CB concrete top slab {marked `DRAIN'
mounted over 2e diam.
36" CMP riser eccentric opening
6`
PLAN
NTS
standard locking maintain 1" gap between
M.H. frame &cover % bottom of slab & top of
riser -provide pliable
36" gasket to exclude dirt
i
compacted pipe bedding _
riser, 36" diam. min.,
same material & gage as
M.H. steps 127 O.C. - tank welded or fused to tank
24"
weld or bolt max detention tank
standard M.H. steps
SECTION
NTS
Notes:
1. Use adjusting blocks as required to bring frame to grade.
2. All materials to be aluminum or galvanized and asphalt coated (Treatment 1 or better).
3. Must be located for access by maintenance vehicles.
4. May substitute WSDOT special Type IV manhole (RCP only).
Figure 3.2.7 - Detention Tank Access Detail
3.2.3 Detention Vaults
Detention vaults are box -shaped underground storage facilities typically
constructed with reinforced concrete. A standard detention vault detail is
shown in Figure 3.2.8. Control structure details are shown in Section
3.2.4.
Design Criteria General. Typical design guidelines are as follows:
Volume III- Hydrologic Analysis and Flow Control BMPs -December 2014
3-41
S 36"ACCESSRISER
C3.2
RING AND COVER PER COE STD DTL
GU-420
FOR CURB AND SPLASH LINE ONLY:
FRAME AND GRATE PER COE STD 2"-6" CONCRETE RISERS
DTL SD-320 SERIES USING NON -SHRINK GROUT,
PROVIDE SMOOTH FINISH
INSIDE AND OUT
8" MIN
18" MAX
TOP SLAB - - - HANDHOLDS (2)
i * . SEE COE STD DTL GU-423
20-X24" OR
24" DIA
- - 6" MAX
POLYPROPYLENE SAFETY
STEP/LADDER 12" O.C.
1.
48", 54", 60", 72" OR 96'. (SEE NOTE 6 & 7)
01
- SAND COLLAR OR
KOR-N-SEAL AROUND
*dI PIPE
o I I
= I I
2-0. *_
MIN
MAX PRECAST BASE AND
1 INTEGRAL RISER
NOTES:
1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3).
2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN
CLEARANCE.
3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL
PRECAST CONCRETE SHALL BE CLASS 4000.
4. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX
HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB, 60" FOR 72" CB, 8e FOR 96"
CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12" FOR 72" AND 96" CB.
5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD
SPECIFICATIONS.
6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423.
7. STEP AND LADDER SHALL BE ORIENTED TO AVOID INSTALLATION ABOVE PIPE.
REVISION DATE
~ CITY OF EDMONDS CATCH BASIN, TYPE II OCTOBER 2021
_ 48" 541960"
PUBLIC WORKS 72", & 96" STANDARD
DEPARTMENT DETAIL
FSt. 189'3 APPROVED BY: R. ENGLISH SD-300
8 CA TCH BA SINTYPE 2
C3.2 N.T.S. SD-300
117
I V C .4
g 4" FOOTING DRAIN PER
N _ - STRUCTURAL DRAWINGS
TO CB #3
d 4 O.
0
d d
48" MIN
DETENTION VA UL T SECTION DETAIL
NOT TO SCALE
30"0 x 4"
FRAME AND COVER
INLET 1 -_ OUTLET 1
"F
4'01.D.
4'-10"0 O.D.
TOP SLAB PLAN VIEW
CARTRIDGES AND FLOW KIT NOT SHOWN
CONTRACTOR TO GROUT TO
FINISHED GRADE
L----- J--
I I
I I
I - I
I I
I I
I -
I I
I I
I I
I I
I I
I I
I I
I I
I - I
-------- FLOATA13LES
I I BAFFLE
I I
__= I OUTLET
FLOW
RIM ELEV. 25122'
TOP OF SYSTEM
ELEV. 250.67'
CONDITION: HS25
PER PROVIDED AND
APPROVED
STRUCTURALPLANS
AND CALCULATIONS
PROVIDED.
DFM BURT
FLOW I '� STUB INLET 1 INVERT
- _ I ELEV. 235.25'
I r-�-
I
INLET 1 PIPE 1-v OUTLET 1 INVERT
12"0 PVC ELEV. 232.92
L�
(16"0 OPENING)
O OUTSIDE BOTTOM
fO FLOW KIT I ELEV. 232.27'
-10"0
ELEVATION VIEW (THIS SHEET) SEEOUTUETDEfAIL
18" OUTLET
RISER ASSEMBLY
OUTLET
SUMP
-RISER
ND COLLAR OR BOOT
ro STUB
8"O STUB
MOLDED -IN CUT LINE
(SEE INSTALLATION NOTE E)
iOUT(BY CONTECH)
FLOW BYPASS
(SEE INSTALLATION
2" PVC NOTE G)
SLIP PLUG SYSTEM ACTIVATION DISK INSTALLED HERE.
SEE INSTALLATION INSTRUCTIONS.
PLAN VIEW
TOP SLAB NOT SHOWN FOR CLARITY
SITE DESIGN DATA
WATER QUALITY 0.014 CFS
FLOW RATE
PEAK FLOW RATE 0.11 CFS
RETURN PERIOD OF 100 YRS
PEAK FLOW
FILTER MEDIA TYPE ZPG
OUTLET DETAIL
(ILLUSTRATION ONLY)
MATERIAL LIST (PROVIDED BY CONTECH)
COUNT DESCRIPTION INSTALLED BY
1 18" ZPG CARTRIDGE CONTECH
3 7.5 GPM RESTRICTOR DISK (BLUE POLY DISK) CONTECH
2 2" PVC SLIP PLUG CONTECH
1 40A FLOWKIT CONTECH
1 SF ACTIVATION DISK CONTECH
1 18" OUTLET RISER ASSEMBLY CONTECH
16 STEPS, P10CTS, LANE LADDER, OR EQUIV. CONTECH
1 SEALANT FOR JOINTS CONTRACTOR
1 30"0 x 4" FRAME AND COVER, EJ#41600483, OR EQUIV. CONTRACTOR
U0
O W
O J
t` EL
v F-
_ (n Uj
LL m
PERFORMANCE SPECIFICATION O
FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH w L Lu
SHALL BE 74NCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. - � F-
SPECIFIC FLOW RATE SHALL BE 1 GPWSF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA -I Lu
SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPWCF OF MEDIA (MAXIMUM). (n
GENERALNOTES (n
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. O
2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED O 1
SOLUTIONS LLC REPRESENTATIVE. w .ContechES.com 1--
3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS U)
P
4. S S E OH O A I U 0-A A AI AYYY U
BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS y
T TO O I CI B I IE I I I 1G 2 7;qi
INSTALLATION NOTES LU` 3 r lo$
A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE IIr n £ LL E@ I
SPECIFIED BY ENGINEER OF RECORD. Z' 1 G
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
STRUCTURE. 2� A�^4�1
C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. FFE3i
D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. W
E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER
HDPE OUTLET STUB. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN are sc•, ..
CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 122123 1/4" = V-0"
F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. oEs ON.. -
G. CONTRACTOR TO INSTALL SUPPLIED PLUG IN CONSTRUCTION FLOW BYPASS WHEN SYSTEM IS BROUGHT ON LINE (PRESSURE FIT ONLY, SKJ SKJ
DO NOT GLUE). CHECKED. -ROVED.
STRUCTURE WEIGHT sEc,
APPROXIMATE HEAVIEST PICK = 7000 LBS. OF 5 PIECES CONTECH CUZ En E`- 0Q 15NCE No.:
BASE SECTION SHIPPED WITH CARTRIDGES INSTALLED PROPOSAL LAYOUT 1A
MAX FOOTPRINT =04'-10" DRAWING 57841452901 s"EEr_
1 or 1
3 STORMFILTER STANDARD DETAIL
C3.2 N.T.S.
1 " MIN. GAP
BETWEEN
STRAPS
I- 9 X 1 x 12 GA GALV.
TRAPS TACK WELD TO
VIRE MESH. ATTACH
TRAINER TO CMP
;ROSS W/ #6xl"
>HEET METAL SCREWS
? PER STRAP
6 x 9/16" OR
" x 16 GA
V. WIRE MESH
TACK WELD
WIRE MESH TO
BOTTOM PLATE
�A GALV.
BOTTOM PLATE
6 WIRE MESH BASKET
C3.2 NOT TO SCALE
RESUB
Apr 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
NOTES:
1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3).
2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN
CLEARANCE.
3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL
PRECAST CONCRETE SHALL BE CLASS 4000.
4. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX
HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB, 60" FOR 72" CB, 8e FOR 96"
CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12" FOR 72" AND 96" CB.
5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD
SPECIFICATIONS.
6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423.
7. STEP AND LADDER SHALL BE ORIENTED TO AVOID INSTALLATION ABOVE PIPE.
REVISION DATE
~ CITY OF EDMONDS CATCH BASIN, TYPE II OCTOBER 2021
_ 48" 541960"
PUBLIC WORKS 72", & 96" STANDARD
DEPARTMENT DETAIL
FSt. 189'3 APPROVED BY: R. ENGLISH SD-300
8 CA TCH BA SINTYPE 2
C3.2 N.T.S. SD-300
117
I V C .4
g 4" FOOTING DRAIN PER
N _ - STRUCTURAL DRAWINGS
TO CB #3
d 4 O.
0
d d
48" MIN
DETENTION VA UL T SECTION DETAIL
NOT TO SCALE
30"0 x 4"
FRAME AND COVER
INLET 1 -_ OUTLET 1
"F
4'01.D.
4'-10"0 O.D.
TOP SLAB PLAN VIEW
CARTRIDGES AND FLOW KIT NOT SHOWN
CONTRACTOR TO GROUT TO
FINISHED GRADE
L----- J--
I I
I I
I - I
I I
I I
I -
I I
I I
I I
I I
I I
I I
I I
I I
I - I
-------- FLOATA13LES
I I BAFFLE
I I
__= I OUTLET
FLOW
RIM ELEV. 25122'
TOP OF SYSTEM
ELEV. 250.67'
CONDITION: HS25
PER PROVIDED AND
APPROVED
STRUCTURALPLANS
AND CALCULATIONS
PROVIDED.
DFM BURT
FLOW I '� STUB INLET 1 INVERT
- _ I ELEV. 235.25'
I r-�-
I
INLET 1 PIPE 1-v OUTLET 1 INVERT
12"0 PVC ELEV. 232.92
L�
(16"0 OPENING)
O OUTSIDE BOTTOM
fO FLOW KIT I ELEV. 232.27'
-10"0
ELEVATION VIEW (THIS SHEET) SEEOUTUETDEfAIL
18" OUTLET
RISER ASSEMBLY
OUTLET
SUMP
-RISER
ND COLLAR OR BOOT
ro STUB
8"O STUB
MOLDED -IN CUT LINE
(SEE INSTALLATION NOTE E)
iOUT(BY CONTECH)
FLOW BYPASS
(SEE INSTALLATION
2" PVC NOTE G)
SLIP PLUG SYSTEM ACTIVATION DISK INSTALLED HERE.
SEE INSTALLATION INSTRUCTIONS.
PLAN VIEW
TOP SLAB NOT SHOWN FOR CLARITY
SITE DESIGN DATA
WATER QUALITY 0.014 CFS
FLOW RATE
PEAK FLOW RATE 0.11 CFS
RETURN PERIOD OF 100 YRS
PEAK FLOW
FILTER MEDIA TYPE ZPG
OUTLET DETAIL
(ILLUSTRATION ONLY)
MATERIAL LIST (PROVIDED BY CONTECH)
COUNT DESCRIPTION INSTALLED BY
1 18" ZPG CARTRIDGE CONTECH
3 7.5 GPM RESTRICTOR DISK (BLUE POLY DISK) CONTECH
2 2" PVC SLIP PLUG CONTECH
1 40A FLOWKIT CONTECH
1 SF ACTIVATION DISK CONTECH
1 18" OUTLET RISER ASSEMBLY CONTECH
16 STEPS, P10CTS, LANE LADDER, OR EQUIV. CONTECH
1 SEALANT FOR JOINTS CONTRACTOR
1 30"0 x 4" FRAME AND COVER, EJ#41600483, OR EQUIV. CONTRACTOR
U0
O W
O J
t` EL
v F-
_ (n Uj
LL m
PERFORMANCE SPECIFICATION O
FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH w L Lu
SHALL BE 74NCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. - � F-
SPECIFIC FLOW RATE SHALL BE 1 GPWSF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA -I Lu
SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPWCF OF MEDIA (MAXIMUM). (n
GENERALNOTES (n
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. O
2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED O 1
SOLUTIONS LLC REPRESENTATIVE. w .ContechES.com 1--
3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS U)
P
4. S S E OH O A I U 0-A A AI AYYY U
BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS y
T TO O I CI B I IE I I I 1G 2 7;qi
INSTALLATION NOTES LU` 3 r lo$
A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE IIr n £ LL E@ I
SPECIFIED BY ENGINEER OF RECORD. Z' 1 G
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
STRUCTURE. 2� A�^4�1
C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. FFE3i
D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. W
E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER
HDPE OUTLET STUB. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN are sc•, ..
CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 122123 1/4" = V-0"
F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. oEs ON.. -
G. CONTRACTOR TO INSTALL SUPPLIED PLUG IN CONSTRUCTION FLOW BYPASS WHEN SYSTEM IS BROUGHT ON LINE (PRESSURE FIT ONLY, SKJ SKJ
DO NOT GLUE). CHECKED. -ROVED.
STRUCTURE WEIGHT sEc,
APPROXIMATE HEAVIEST PICK = 7000 LBS. OF 5 PIECES CONTECH CUZ En E`- 0Q 15NCE No.:
BASE SECTION SHIPPED WITH CARTRIDGES INSTALLED PROPOSAL LAYOUT 1A
MAX FOOTPRINT =04'-10" DRAWING 57841452901 s"EEr_
1 or 1
3 STORMFILTER STANDARD DETAIL
C3.2 N.T.S.
1 " MIN. GAP
BETWEEN
STRAPS
I- 9 X 1 x 12 GA GALV.
TRAPS TACK WELD TO
VIRE MESH. ATTACH
TRAINER TO CMP
;ROSS W/ #6xl"
>HEET METAL SCREWS
? PER STRAP
6 x 9/16" OR
" x 16 GA
V. WIRE MESH
TACK WELD
WIRE MESH TO
BOTTOM PLATE
�A GALV.
BOTTOM PLATE
6 WIRE MESH BASKET
C3.2 NOT TO SCALE
RESUB
Apr 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
OUTLET
SUMP
-RISER
ND COLLAR OR BOOT
ro STUB
8"O STUB
MOLDED -IN CUT LINE
(SEE INSTALLATION NOTE E)
iOUT(BY CONTECH)
FLOW BYPASS
(SEE INSTALLATION
2" PVC NOTE G)
SLIP PLUG SYSTEM ACTIVATION DISK INSTALLED HERE.
SEE INSTALLATION INSTRUCTIONS.
PLAN VIEW
TOP SLAB NOT SHOWN FOR CLARITY
SITE DESIGN DATA
WATER QUALITY 0.014 CFS
FLOW RATE
PEAK FLOW RATE 0.11 CFS
RETURN PERIOD OF 100 YRS
PEAK FLOW
FILTER MEDIA TYPE ZPG
OUTLET DETAIL
(ILLUSTRATION ONLY)
MATERIAL LIST (PROVIDED BY CONTECH)
COUNT DESCRIPTION INSTALLED BY
1 18" ZPG CARTRIDGE CONTECH
3 7.5 GPM RESTRICTOR DISK (BLUE POLY DISK) CONTECH
2 2" PVC SLIP PLUG CONTECH
1 40A FLOWKIT CONTECH
1 SF ACTIVATION DISK CONTECH
1 18" OUTLET RISER ASSEMBLY CONTECH
16 STEPS, P10CTS, LANE LADDER, OR EQUIV. CONTECH
1 SEALANT FOR JOINTS CONTRACTOR
1 30"0 x 4" FRAME AND COVER, EJ#41600483, OR EQUIV. CONTRACTOR
U0
O W
O J
t` EL
v F-
_ (n Uj
LL m
PERFORMANCE SPECIFICATION O
FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH w L Lu
SHALL BE 74NCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. - � F-
SPECIFIC FLOW RATE SHALL BE 1 GPWSF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA -I Lu
SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPWCF OF MEDIA (MAXIMUM). (n
GENERALNOTES (n
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. O
2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED O 1
SOLUTIONS LLC REPRESENTATIVE. w .ContechES.com 1--
3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS U)
P
4. S S E OH O A I U 0-A A AI AYYY U
BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS y
T TO O I CI B I IE I I I 1G 2 7;qi
INSTALLATION NOTES LU` 3 r lo$
A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE IIr n £ LL E@ I
SPECIFIED BY ENGINEER OF RECORD. Z' 1 G
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
STRUCTURE. 2� A�^4�1
C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. FFE3i
D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. W
E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER
HDPE OUTLET STUB. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN are sc•, ..
CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 122123 1/4" = V-0"
F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. oEs ON.. -
G. CONTRACTOR TO INSTALL SUPPLIED PLUG IN CONSTRUCTION FLOW BYPASS WHEN SYSTEM IS BROUGHT ON LINE (PRESSURE FIT ONLY, SKJ SKJ
DO NOT GLUE). CHECKED. -ROVED.
STRUCTURE WEIGHT sEc,
APPROXIMATE HEAVIEST PICK = 7000 LBS. OF 5 PIECES CONTECH CUZ En E`- 0Q 15NCE No.:
BASE SECTION SHIPPED WITH CARTRIDGES INSTALLED PROPOSAL LAYOUT 1A
MAX FOOTPRINT =04'-10" DRAWING 57841452901 s"EEr_
1 or 1
3 STORMFILTER STANDARD DETAIL
C3.2 N.T.S.
1 " MIN. GAP
BETWEEN
STRAPS
I- 9 X 1 x 12 GA GALV.
TRAPS TACK WELD TO
VIRE MESH. ATTACH
TRAINER TO CMP
;ROSS W/ #6xl"
>HEET METAL SCREWS
? PER STRAP
6 x 9/16" OR
" x 16 GA
V. WIRE MESH
TACK WELD
WIRE MESH TO
BOTTOM PLATE
�A GALV.
BOTTOM PLATE
6 WIRE MESH BASKET
C3.2 NOT TO SCALE
RESUB
Apr 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
OUTLET DETAIL
(ILLUSTRATION ONLY)
MATERIAL LIST (PROVIDED BY CONTECH)
COUNT DESCRIPTION INSTALLED BY
1 18" ZPG CARTRIDGE CONTECH
3 7.5 GPM RESTRICTOR DISK (BLUE POLY DISK) CONTECH
2 2" PVC SLIP PLUG CONTECH
1 40A FLOWKIT CONTECH
1 SF ACTIVATION DISK CONTECH
1 18" OUTLET RISER ASSEMBLY CONTECH
16 STEPS, P10CTS, LANE LADDER, OR EQUIV. CONTECH
1 SEALANT FOR JOINTS CONTRACTOR
1 30"0 x 4" FRAME AND COVER, EJ#41600483, OR EQUIV. CONTRACTOR
U0
O W
O J
t` EL
v F-
_ (n Uj
LL m
PERFORMANCE SPECIFICATION O
FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH w L Lu
SHALL BE 74NCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. - � F-
SPECIFIC FLOW RATE SHALL BE 1 GPWSF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA -I Lu
SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPWCF OF MEDIA (MAXIMUM). (n
GENERALNOTES (n
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. O
2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED O 1
SOLUTIONS LLC REPRESENTATIVE. w .ContechES.com 1--
3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS U)
P
4. S S E OH O A I U 0-A A AI AYYY U
BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS y
T TO O I CI B I IE I I I 1G 2 7;qi
INSTALLATION NOTES LU` 3 r lo$
A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE IIr n £ LL E@ I
SPECIFIED BY ENGINEER OF RECORD. Z' 1 G
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
STRUCTURE. 2� A�^4�1
C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. FFE3i
D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. W
E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER
HDPE OUTLET STUB. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN are sc•, ..
CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 122123 1/4" = V-0"
F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. oEs ON.. -
G. CONTRACTOR TO INSTALL SUPPLIED PLUG IN CONSTRUCTION FLOW BYPASS WHEN SYSTEM IS BROUGHT ON LINE (PRESSURE FIT ONLY, SKJ SKJ
DO NOT GLUE). CHECKED. -ROVED.
STRUCTURE WEIGHT sEc,
APPROXIMATE HEAVIEST PICK = 7000 LBS. OF 5 PIECES CONTECH CUZ En E`- 0Q 15NCE No.:
BASE SECTION SHIPPED WITH CARTRIDGES INSTALLED PROPOSAL LAYOUT 1A
MAX FOOTPRINT =04'-10" DRAWING 57841452901 s"EEr_
1 or 1
3 STORMFILTER STANDARD DETAIL
C3.2 N.T.S.
1 " MIN. GAP
BETWEEN
STRAPS
I- 9 X 1 x 12 GA GALV.
TRAPS TACK WELD TO
VIRE MESH. ATTACH
TRAINER TO CMP
;ROSS W/ #6xl"
>HEET METAL SCREWS
? PER STRAP
6 x 9/16" OR
" x 16 GA
V. WIRE MESH
TACK WELD
WIRE MESH TO
BOTTOM PLATE
�A GALV.
BOTTOM PLATE
6 WIRE MESH BASKET
C3.2 NOT TO SCALE
RESUB
Apr 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
U0
O W
O J
t` EL
v F-
_ (n Uj
LL m
PERFORMANCE SPECIFICATION O
FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH w L Lu
SHALL BE 74NCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. - � F-
SPECIFIC FLOW RATE SHALL BE 1 GPWSF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA -I Lu
SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPWCF OF MEDIA (MAXIMUM). (n
GENERALNOTES (n
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. O
2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED O 1
SOLUTIONS LLC REPRESENTATIVE. w .ContechES.com 1--
3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS U)
P
4. S S E OH O A I U 0-A A AI AYYY U
BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS y
T TO O I CI B I IE I I I 1G 2 7;qi
INSTALLATION NOTES LU` 3 r lo$
A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE IIr n £ LL E@ I
SPECIFIED BY ENGINEER OF RECORD. Z' 1 G
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
STRUCTURE. 2� A�^4�1
C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. FFE3i
D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. W
E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER
HDPE OUTLET STUB. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN are sc•, ..
CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 122123 1/4" = V-0"
F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. oEs ON.. -
G. CONTRACTOR TO INSTALL SUPPLIED PLUG IN CONSTRUCTION FLOW BYPASS WHEN SYSTEM IS BROUGHT ON LINE (PRESSURE FIT ONLY, SKJ SKJ
DO NOT GLUE). CHECKED. -ROVED.
STRUCTURE WEIGHT sEc,
APPROXIMATE HEAVIEST PICK = 7000 LBS. OF 5 PIECES CONTECH CUZ En E`- 0Q 15NCE No.:
BASE SECTION SHIPPED WITH CARTRIDGES INSTALLED PROPOSAL LAYOUT 1A
MAX FOOTPRINT =04'-10" DRAWING 57841452901 s"EEr_
1 or 1
3 STORMFILTER STANDARD DETAIL
C3.2 N.T.S.
1 " MIN. GAP
BETWEEN
STRAPS
I- 9 X 1 x 12 GA GALV.
TRAPS TACK WELD TO
VIRE MESH. ATTACH
TRAINER TO CMP
;ROSS W/ #6xl"
>HEET METAL SCREWS
? PER STRAP
6 x 9/16" OR
" x 16 GA
V. WIRE MESH
TACK WELD
WIRE MESH TO
BOTTOM PLATE
�A GALV.
BOTTOM PLATE
6 WIRE MESH BASKET
C3.2 NOT TO SCALE
RESUB
Apr 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
3 STORMFILTER STANDARD DETAIL
C3.2 N.T.S.
1 " MIN. GAP
BETWEEN
STRAPS
I- 9 X 1 x 12 GA GALV.
TRAPS TACK WELD TO
VIRE MESH. ATTACH
TRAINER TO CMP
;ROSS W/ #6xl"
>HEET METAL SCREWS
? PER STRAP
6 x 9/16" OR
" x 16 GA
V. WIRE MESH
TACK WELD
WIRE MESH TO
BOTTOM PLATE
�A GALV.
BOTTOM PLATE
6 WIRE MESH BASKET
C3.2 NOT TO SCALE
RESUB
Apr 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
NE 114, SEC. 13, T. 27 N., R.03 E., W.M.
SNOHOMISH COUNTY, WASHINGTON
260
250
240
230
220
210
200
PROPOSED
GRADE
2 Y2.0
0
i
EX. GRADE
SSMH 1
STA:30+
RIM.253.
IE.• 245.
IE.• 245.
IE.• 245.
144LF 8' PVC
S=0.2802 FT/FT
\ 45LF 8' PV
S=0.0 66 FT/FT
PIPE ANCHOR EVERY
20' 1
C3.1
CO CROSSING
IE 209.46
STORM
CROSSING
IE 207.16
89( 6--
8 Pu
CO C
�IE: 20.
0
NG
3=0 0201 .
SSCO 1
149LF
STA:33+42.74, 0.02' L
RIM:211.75
6' PVC
IE. 208.30 (61PVC OUT, S
SSCO 2
STA:32+53.41, 0.01 ' L
S=0.0195 FT/FT
EX.
SMH
RIM:213.00
STA:
31 +59.19, 0.00'
IE: 206.50 (61PVC IN, N,1
RIM:
209.03
IE. 206.40 (6'PVC OUT,
)
SSCO 3
IE 203.95
IE: 203.85
(IN, E)
(OUT, S)
STA:32+04.67, 0.00'
NEW
IE: 205.05 (8' IN, NE)
RIM.218.50
IE: 205.45 6 PVC IN,
IE. 205.35 (81PVC OUT
0 o
�W)
a, �I
°N° o
co
N
N N
00
N N
N
N N
N
N N
r j
N N
Cp U�
N N
260
250
240
230
REPLACE CLEANOUT
4.82, 0.00' WITH MANHOLE %1 Ail
1 RIM: 253.51 Know what's below.
i (8"PVC OUT, W) IE 245.51 (8' PVC OUT, W) Call before you dig.
1 (6' PVC IN, NE) IE: 245.61 (6' PVC IN, NE)
1 (6' PVC IN, SE) IE: 245.61 (6' PVC IN, SE) R E S U B UTILITY CONFLICT NOTE.
1
Apr 25 2024 CAUTION.
CITY OF EDMONDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
DEVELOPMENT SERVICES LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES
DEPARTMENT WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING
THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL
LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE CAD 1-800-424-5555 POTHOLING ALL
OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY
CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT
CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON
THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS
SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH
220 INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS
PRIOR TO PROCEEDING WITH CONSTRUCTION.
210
200
LO
LO
N
33+75 33+50 33+00 32+50 32+00 31 +50 31 +00 30+50 30+00
SEWER LINE PROFILE
SCALE: 1 "=30' HORIZ, 1 "=3' VERT
DESIGN SPEED = 20 MPH
NE 114, SEC. 13, T. 27 N., R.03 E., W.M.
SNOHOMISH COUNTY, WASHINGTON
\
I FOUND REBAR W/CAP STAMPED
"17679" 0.4'(N) OF CORNER
L-----------------------------------
I
- N 89.15'23" W 50.00' I
-----------------------------------I
I SEE DE. %''
I
FOUND REBAR W/CAP
I STAMPED '22969" 0.2'(W) I I
OF CORNER. FENCE III • /
I 0.4'(W) AT CORNER
I I III / I
I I II► I I
I I �I► I
PARCEL A I I I • ►
I
I \I FOUND REBAR W/CAP II I � •\ \
STAMPED '22688" 0.4'(S) I o \
I & 0.1 '(W) OF CORNER. I a \ \ o
FENCE 0.1 '(W) AT CORNER I 1 \\ N
I �
F I CITY OF EDMONDS I \ \
SP #S-44-79 \I \
I VOL. 1659, PGS. 1928-1936 \ \
- - - - - - - - - - - - - - - - -
/ 1 30' EXISTING
I \ UTILITY EASEMENT
SEWER CLEANOUT l
I � �
- - - - - - - - - - (TIP.)
----- CE
FOUND REBAR W/CAPj
STAMPED '22969" 0.3'(W) l %
& 0.4'(N) OF CORNER.I 1
FENCE 0.2'(W) AT C--"--
1 I
SSCO#3,
I STA: 32+04.67, 0.00'
n/ I RIM: 218.50 '
1 IE. 205.45 (6-PVC In N)
1 PARCEL e IE: 205.35 (8'PVC OUT, SW) o
1 TRENCH BACKFILL AROUND NEW SEWER MAI coI
SHALL MEET 95% COMPACTION (AND BE TESTED). ,
r T \ THE MAIN & LATERALS SHALL BE A D & I w
w PROVIDED TO THE CITY AFTER BACKFILL & PRIOR
1 TO FINAL INSPECTION. I 2?
1 45LF 8' PVC S=0.0066 FT/FT I I z
~ I I
EASGIVIGIVI lC UIVJ /iLVIVU JVUIIIGlCIV
PROPERTY LINE AND IS FULLY I I
ENCOMPASSED BY AFN-202006240176 I II I
FOUND CASED CONC. MON. SSMH \
W/NAIL IN CONC. DOWN 0.9'. RIM:209.03 I I
0.75N OF PROJECTED SOUTH LINE OF LOT 82, SEAVIEW rF• qn3 45 (IN, F) I
O ; TRACTS. PER SURVEY AFN 200911065002(R3) & �U'
201509045002(R4). NEW IE: 205.05 (8' IN, NE)
POSITION HELD, VISITED 2-27-20.
- - - - - - - SOUTH LINE LOT 82, SEAVIEW TRACTS
N "a
� •'q & %
SSCO#1,
+ STA: 33+42.74, 0.02' L
RIM: 211.75
IE. 208.30 (6"PVC OUT, S)
4' SS STUB FOR LOT A
IE: 208.50
0
0
0
0
cn
a
11
to
J
00
"'-6' SIDE
SEWER
LOT A
I
LOT
SSCO#2,
STA: 32+53.41, 0.01 ' L
RIM. 213.00
IE: 206.50 (6-PVC In N)
IE 206.40 (61PVC OUT, S)-
z
�u
w
co
o�
CL
4' SS STUB
Qr
CL �
FOR LOT B \
o z
IE: 206.70
N 89.1523" W 137.00'
74' SS STUB
FOR LOT C
IE.• 206.00
-----------
�---------------------L-- --- --�1 I,. ►WOG _ I
ILLEGIBLE CAP N o9'1523' W 650.00'(R1) 649.90"(MJI
- NOTE: RECHANNEL MANHOLE; I
I''--- N 89'11'25" •W 649.91' M MON •TO MON
I 1 I ENSURE LADDER IS NOT �' 0.1'(S) OF CORNER. B cz�e�� Ir_ ) I I
BLOCKING INCOMING PIPES _`NCE COR. 0.3'(N) & I I ASIS OF
PLR CITY STANDARD GU-421 0.4'(W) OF CORNER. I I I EXG SIDE SEWER TO-
Ic 19204 TO BE CONNECTED
TO REPLACED SIDE SEWER
(FIELD VERIFY LOCA77ON OF SIDE SEWERS &
I CLEANOU71S ® EDGE OF EASE WENT FOR ALL EX
I 1 CONNEC71ONS TO REPLACED SEWER MAIN. REPLACE
I 1 OR ADD CLEANOUTS AS REQUIRED. 6' CLEANOUT
1 W/12' CAST IRON LAMPHOLE COVER W/PICKHOLE.
I 1 1/2' HEX BOLTS ® CONCRETE COLLAR.)
I
5' EASEMENT w
#1964577
I I
j 7' EASEMENT
#196544
I I
j PUBLIC
I
I 19209 OLYMPIC VIEW DR. LELSEMENTS
I I
------------- ----
I I I
I I I
I I I I
I I I
I I I
I I I
I i I I
I I
I I I
I I I
I
I
0o
19211 OLYMPIC VIEW OR.
N 19213 OLYMPIC VIEW DR.
o I j 10' EASEMENT
CN
z I z # 1964543
W I\
o I � /
Iz I I � �
I ------------III----------------------- -
C
S`�
------------i/ � � v
V
S I ss
ss ss ss ss -
:��
I I I
I I I
19223 OLYMPIC VIEW DR. I
I I I
I I I
� i I
21+00
°a ,,6 I I I
I � I
I al al a FENCE COR. 0.2'(E) OF
I/PR PERTY\NE
\ 00434600006103
P
I \
II --I--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-OUND REBAR W/CAP STAMPED
22969" 0.1 '(N) OF CORNER
1 I
P
12. ' I I
/ I
/ I
/ a
a
2 a
°
LOT C
J_'
6' PROPOSED
DRAINAGE EASEMENT
144LF 8' PVC S=0.2802 FTi
i,
-o
mom's
ALI
1.
6' VERT. SEP-'
® CROSSING
-btlU /
N 8?• 15 " W, 137.0,0'
FOI `RWC
EXG 6" CONC.
SS LINE TO
BE REPLACED REPLA CLEANOUT
/ W MANHOLE #1
END FENCE 0.05'(N)
RIM: 253.51
OF PROPERTY LINE IE. 2
.51 (8' PVC OUT, W)
REFER TO TREE PROTECTION IE
45.61 (6' PVC IN, NE)
NOTES FOR AIR EXCAVATION IE: 245.61 (6' PVC IN, SE)
192041N ARBORIST REPORT FOR
TREE PROTECTION MEASURES.
19212 94TH AVE W.
'ER
�a
(TO REMAIN)
BLOCK WALL
1 �
- ACESS & UTILITY
EASEMENT
Ai N-1926981
I
I �
/ I 19120 94TH AVE W
FOUND
% REBAIiI l / 00434600006101
I �c,
W/CAP STAMPED I l "22969" 0.2'(N)
OF I
SSCO#6 I
RIM. 254.00
IE. 249.81 \ \
SHED
-"22 96(W/CAP \ (TO REMAIN)
r"MPED 22» " """'�
1 YE) OF 1
' N,
I mac: cvy.ao PROPOSED SEWER EASEMENT TO BE
RECORDED PRIOR TO FINAL INSPECTION
IN CONJUNCTION W/AS-GUILTS
PROPOSED 6' SIDE
SEWER TO 19120 02%
BE ABANDONED AND NEW
NNECT70N TO BE PROVIDED TO LOT D)
TSSCO#5
RIM: 255.50
IE. 248.61
�4- SS STUB FOR LOT D
E. 248.63
M:256.29 \
: 248.' r-EDGE OF EASEMENT
i
i
V.OT AREA
\\ 1
I
\�Wl
1 I
i
LOT D
i
1
ACCESS & UTILITY \I
\ EASEMENT]
I
AFN-1926R81 I
SCALE: F' = 20'
20 10 0 20 40
FOUND REBAR W/CAP
STAMPED '22969" 0.1'(N)\
& .01 '(E) OF CORNER.
FENCE 1.7'(W) AT CORNER
/� �
Ala"
FOUND RE /
W CAP S7
22969" ' /
�OF C( /
30+00
10 N
9204 6RI EWAY °• �.: a �a j a a.4 ae A d CqW ' n
-EXG SIDE SEWER Tiff 19210 ACCESS & UTILITY EASEMENT 19 0 DRIVEWAY \
TO REPLACED SIDE SEWER AFN-1926982 .. a j °�
(FIELD VERIFY LOCATION OF SIDE SEWERS & MAINTAIN CONTINOUS #19210 METER FOUND TACK 1 LEAD
CLEANOUIS EDGE OF EASEMENT FOR ALL EX ESS TO 19210 & 119204) & SERVIC W/WASHER ST^
CONNECTIONS TO REPLACED SEWER MAIN. REPLACE #
OR ADD CLEANOUTS AS REQUIRED. 6' CLEANOUT CID RE7bWN)Ii. : 2200
W/12' CAST IRON LAMPHOLE COVER W/PICKHOLE 10 94TH AVE W
1/2' HE)( BOLTS ® CONCRETE COLLAR.)
I
I
I
I
I
I
I
I
i
i
i
i
I
I
�s
I
I
i
RESUB
Apr 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
C
Know what's below.
Call before you dig.
UTILITY CONFLICT NOTE.
CAUTION.•
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER
SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO
CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE
1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT
LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING
COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
NE 114, SEC. 13, T. 27 N., R.03 E., W.M.
SNOHOMISH COUNTY, WASHINGTON
m :C / �
� 2 .
The City's Public Works Operations and Maintenance � _ — N \
Department to fabricate fire/aid address sign. The '� m
contractor/owner shall contact the Engineering
Division by email at o U/y p I
engineeringpermits@edmondswa.gov 2-weeks in
advance of the requested sign fabrication. lcz o
PER OWNER
EASEMENTS WILL
BE PROVIDED AS
NEEDED FOR
PRIVATE WATER
SERVICE LINE
CROSSING LOT D
/
/
X X
WOOD FENCE -1
/
z
"Z m i� -N 09°03'27" E 60.68'
/ A
— w
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SS SS S S
W UTILITY RESTORATION AREA PER
EDMONDS STANDARD GU-410 (TYP.)
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REMOVE EXISTING CONCRETE WITHIN THE RIGHT OF 260
WAY & REPLACE W/ASPHALT PER CITY STANDARDS.
BLOW-UP DETAIL
SCALE. 1 "=4'
250
0
N
COMBINED DRY UTILITIES TRENL
(GAS, POWER, PHONE, ETC)
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EX. GRADE @ CIL
OF ROAD
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270
260
250
A minimum of 3' horizontal separation and 1'
vertical separation is required between the dry
utilities (power, gas, phone, cable, etc.) and
sewer, water, and storm and 5' horizontal from any
City main lines.
SD
IECO
SCALE: 1" = 10'
10 5 0 10 20
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NOTE FINAL RESTORATION WITHIN THE RIGHT-OF-WAY SHALL BE
COMPLETED BY THE CONTRACTOR, NOT THE CITY OF EDMONDS.
Know what's below.
Call before you dig.
UTILITY CONFLICT NOTE.
CAUTION.•
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER
SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO
CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE
1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT
R E S U B
LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
Apr 25 2024
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
p
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
CITY OF EDMONDS
OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING
DEVELOPMENT SERVICES
COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
DEPARTMENT
CONSTRUCTION.
10+00 10+50 11 +00
94THA VE W PROFILE
SCALE: 1 "=30' HORIZ, 1 "=3' VERT
DESIGN SPEED = 20 MPH
11 +50
12+00
GENERAL NOTES
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE
CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING
SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL,
STATE, AND FEDERAL CODES, RULES AND REGULATIONS:
- CURRENT INTERNATIONAL BUILDING CODE (IBC)
- 2018 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION
- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT
MANUAL FOR THE PUGET SOUND BASIN (2014)
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER
TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF
RECORD AND THE LOCAL GOVERNING AUTHORITY.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS
ON A SET OF AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT
CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO
THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF
AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR
TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL.
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON
HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM
AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE
ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER
UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE
IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH,
SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR
CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES
NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING
UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER
SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE.
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING
CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION
SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT
SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF
ANY DISCREPANCIES.
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO
FIELD CONDITIONS.
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE
APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE
CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT
COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE
RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT.
13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM
DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL
IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT
SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL
FILL PER GEOTECHNICAL REPORT.
14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS
OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE
FEATURES.
15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS.
FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND
SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON
THE PLANS.
16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE
APPROVED BY THE ENGINEER.
17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER
EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM,
UNLESS NOTED OTHERWISE.
18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL
BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN
ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS.
20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER
ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC
GRADING AND EROSION CONTROL REQUIREMENTS.
21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT
PRIOR APPROVAL.
22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND
IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED
CONTOURS OR SPOT ELEVATIONS SHOWN.
24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 59.
SLOPE FOR A MINIMUM DISTANCE OF 10 FEET.
25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN
SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING
BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND
PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR
CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR
REMOVAL OF SHORING AND BRACING, AS REQUIRED.
26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY
PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS,
STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT
RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN
APPROVAL FROM THE FIRE MARSHAL.
27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY
RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS
AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES
SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES
GOVERNING SAID UTILITIES.
28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO
CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND
INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S
REPRESENTATIVE PRIOR TO BACKFILLING.
29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO
DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS.
FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND
CITY.
30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS,
PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES.
31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE
UTILITIES WITHIN THE BUILDING.
32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL
WORK.
33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM
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SECTION A -A
NOTES:
O1 SAWCUT AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT. SEAL JOINT WITH AR4000 SEALER.
O2 DRIVEWAY APPROACH TO BE 2" HMA CLASS 1/2" PG 58H-22.
O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY.
O 10' EDGE RADIUS.
O HMA SHALL BE PLACED FROM EDGE OF EXISTING STREET, A MINIMUM DISTANCE OF 20-FT OR TO PROPERTY LINE,
WHICHEVER IS GREATER.
--me- REVISION DATE
CITY OF EDMONDS DRIVEWAY APPROACH JUNE 2021
TYPE VI
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fs} 189� APPROVED BY: R. ENGLISH TR-546
TYPICAL CONS7RUCTIOWSETBACADETAIL
NOT TO SCALE
2" TO 6" CONC RISERS
(4" MIN - 18" MAX)
USING NON SHRINK GROUT
PROVIDE SMOOTH FINISH
INSIDE AND OUT
2 HANDHOLDS
SEE COE STD DTL GU-423
POLYPROPYLENE SAFETY
STEP/LADDER 12" OC
PRECAST SECTIONS
4" MIN THICKNESS
TYP
12" MIN
SAND COLLAR
OR KOR-N-SEAL
MANHOLE KNOCKOUT
STEPS
FRAME AND
COVER
NOTES:
1. LOCATE MH LID OUTSIDE THE WHEEL PATH OF THE
TRAVEL LANE.
2. BASE REINFORCING SHALL BE #4 REBAR AT 12" OC
BOTH WAYS.
3. LARGER MH TO BE REVIEWED ON A CASE BY CASE
BASIS USING APWA STANDARDS.
4. STEP AND LADDER MAY BE USED IN LIEU OF
POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL
GU-423.
MH FRAME AND COVER PER
COE STD DTL GU-420
I10" MIN TO
_ 1 24" MAX
_ 24^ 28" MAX
1
6" MAX
• ° ECCENTRIC
PRECAST CONE
4.
a.
SEE NOTE 4
a
16" MAX
CONSTRUCT
CHANNEL
SHELF
6" MIN
`
REBAR
MIN 2" CLEARANCE
REVISION DATE
CITY OF EDMONDS OCTOBER 2021
TYPE I MH
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
St. 189(3 APPROVED BY: R. ENGLISH G U - 421
5 TYPE' I MH
CS.o NOT TO SCALE
NE 114, SEC. 13, T" 27 N., R.03 E., W.M.
SNOHOMISH COUNTY, WASHINGTON
RESIDENCE
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AND CLEANOUT COVER) AND
CONCRETE LEVELING COLLAR
2"t FINISHED GRADE
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SEE NOTE 3
END OF PIPER GRIPPER PLUG
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WATER TIGHT CAP���/.
lid
RISER
LEVELING COLLAR
45'
SEE NOTE 4
45.
12" PVC SLEEVE
6" RISER
4" OR 6" SIDE SEWER
6" WYE AND 6" CITY STUB
GENERAL CLEANOUTDETAIL
45' BEND
4" OR 6"
12" LOCKING COVER
SIDE SEWER CLEANOUT DETAIL
3 z SEE NOTE 3
AT PROPERTY LINE/CITY EASEMENT
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LEVELING COLLAR
NOTES'
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ASPHALT SURFACE
1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE
GASKETED.
12" f
2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX.
3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS
1 FOOT LONG 12" PVC
PRODUCT #00366102 OR APPROVED EQUAL.
SLEEVE
6" RISER
4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS:
END OF PIPE GRIPPER
PLUG (CHERNE 270261
" IN ROADWAYS PER COE STD DWG GU-424
OR APPROVED EQUAL)
• IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6"
TYPICAL CLEANOUT
DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP
UNDER ASPHALT OR CONCRETE
CONCRETE COLLAR
REVISION DATE
CITY OF EDMONDS
i 4,
SEWER
CLEANOUT DETAILS
FEBRUARY 2022
PUBLIC WORKS
STANDARD
DEPARTMENT
DETAIL
Fs}. 189
APPROVED BY: R. ENGLISH
SS - 2 O O
2 SEWER CLEANOUT DETAILS
CS. NOT TO SCALE
1' WIDTH VARIES
MIN. I (SEE NOTE 5 & 6)
HMA CLASS 1/2'
PG 58H-22
(SEE NOTE 2)
?.� CURBING
(SEE NOTE 7)
2% 2%
CRUSHED SURFACE BASE
COURSE PER WSDOT STD
SPEC 9-03.9(3)
(SEE NOTE 1)
NOTES:
1. CSBC DEPTH SHALL BE A MINIMUM OF 6" THICK.
2. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK.
3. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMLY SEALED PER WSDOT STANDARD
SPECIFICATIONS 5-04.3(4)A.
4. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT
EXCEEDING 2".
5. REFER TO EDMONDS COMMUNITY DEVELOPMENT CODE TABLE OF STREET STANDARDS FOR PRIVATE EASEMENT AND
PAVEMENT WIDTHS.
6. FIRE DEPARTMENT MAY REQUIRE ACCESS TO BE WIDER THAN REQUIRED IN EDMONDS COMMUNITY DEVELOPMENT
CODE IF IT IS DETERMINED FIRE FIGHTING OR RESCUE OPERATIONS ARE HAMPERED.
7. 6" CONCRETE EXTRUDED CURB PER COE STD DETAIL TR-522 OR 18" ASPHALT THICKENED EDGE PER COE STD
DETAIL TR-533 REQUIRED.
REVISION DATE
CITY OF EDMONDS PRIVATE STREET APRIL 2021
PUBLIC WORKS (1-4 LOTS) STANDARD
DEPARTMENT DETAIL
Fs } . 1 g C� APPROVED BY: R. ENGLISH T R - 510
6 PRI DATE STREETS
NOT TO SCALE
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NOTES:
/-(IF STUB FOR FUTURE DEVELOPMENT)
SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2"x4"
TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET
EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS,
STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB
INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT
OR ABOVE FINISHED GRADE.
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o
PER COE STD DTL SS-200
6" LATERAL SEWER
SLOPE - 2% MIN TO 50% MAX
22.5' OR 45' BEND
6" TEST TEE
6" WYE/6" ROMAC SADDLE
SEE NOTES 1 AND 2
POSSIBLE
SEWER MAIN
LOCATION
22.5' OR 45' BEND
6" TEST TEE
6" TEE
POSSIBLE I
SEWER MAIN
LOCATION
1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON
DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE.
2. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE
WITH A WYE. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE.
3. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/PVC STRONGBACK FERNCO RC SERIES
OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS.
4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED.
5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED.
6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG.
REVISION DATE
CITY OF EDMONDS MAY 2018
NEW LATERAL SEWER
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fs} 189,j APPROVED BY: R. ENGLISH SS-202
3 NEW LATERAL SEWER DETAIL
NOT TO SCALE
FINAL JOINT SHALL BE A NEAT SAW CUT
STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2"
EDGES SHALL BE TACKED NEATLY PER PG 58H-22
WSDOT STANDARD SPECIFICATIONS 5-04.3(4) r (SEE NOTES 4 & 5)
1' APPROVED TACK OR APPROVED EQUAL AND
SEALED PER WSDOT STD 5-04.3(4)A. 1'
SLOPE EXCAVATION TO AVOID UNDERMINING
EXISTING PAVEMENT.
...................................... ........ ......................
J
EXISTING
HMA
EXISTING\ \ a
MATERIAL
BEDDING MATERIAL (1-1/4" MINUS)
CRUSHED SURFACE BASE COURSE
(SEE NOTE 3)
IMPORT BACKFILL SHALL BE COMPACTED
TO 95% MAXIMUM DENSITY
(SEE NOTE 2)
TRENCH WIDTH
NOTES:
1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR
BACKFILLING REQUIREMENTS.
2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL
MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557.
3. CSBC DEPTH SHALL BE A MINIMUM OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT
EXCEEDING 6".
4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTORS/ARTERIALS.
5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER
THAN 2" SHALL MATCH EXISTING.
6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT
EXCEEDING 2".
7. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMILY SEALED WITH WSDOT STANDARD
SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL.
REVISION DATE
CITY OF EDMONDS TYPICAL HMA AND APRIL 2021
7- 1UTILITY PATCH
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
777 -1
Fg } . 18 9,3 r APPROVED BY: R. ENGLISH G U - 410
7 TYPICAL HMA AND UTILITYPATCH
C5 0 NOT TO SCALE
a
N
R.O.W.
FINISHED GRADE
PROPERTY
LINE O
0' METER SUPPLIED
BY CITY O
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DIRECTION
OF FLOW A
D
MATERIAL LIST:
AO ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING
OB 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER)
CO DUAL PURPOSE UNION
OD MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-4440 FOR 1"
OWHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL
E PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-11-44
WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44
OF 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S
OG IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR;
IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID
OH FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT
OI 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE
OJ SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING
O WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE)
OL PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES
DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL
PROVIDE REDUCERS
OM BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER.
METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER.
REVISION DATE
CITY OF EDMONDS 1" WATER SERVICE JANUARY 2021
(FOR 3/4" &
PUBLIC WORKS 1 " METERS) STANDARD
DEPARTMENT DETAIL
77
Fs { 189APPROVED BY: R. ENGLISH WA-1 30
4 I " WATER SERVICE DETAIL
C5 0 NOT TO SCALE
RESUB
Apr 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
UTILITY CONFLICT NOTE Know what's below.
Call before you dig.
CAUTION.•
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER
SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO
CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE CAD
1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT
LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING
COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.