REV1 APPROVED ENG RESUB3 bld2019-0026 Sewer Revision 7-4-2023SEC. 25, TWN. 2'7N, RNG. 03E, 1/4 SW
V _W
W CB RI 247.34
CB RIM 243.72 ROW WORK NOTE:
fE " SW 241.52 sa �� X FIRE HYDRANT ROW
SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS
IE 12" N 241.65 cw s� REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY.
o r,
CB RIM 242.81 41n
lop
\'-�� a
SD
S°
s \ CB RIM 238.35 -� \ L \ \ \ I / // _26e �62. ¢�GN/T ^ ^ \ \ < /
s IE 12" N 235.30_
CO 4 PER COE SS 200 % l \ \ \ a
W/12" CAST IRON LAMPHOLE \ 262, \ 4
\ \ \ V I I COVER W/1/2" HExeoLrs i l
EX-FE RIM=26252 RETAINING ALL EN ERED
IE=257.35 BY STRUCTURAL(REFER.
UCTURAL DtSIGN)
`n`f' \ 1 I I N tv qn'i jS a'' % l FppSEp C B
pRpp0/NG B i
34 UrV/ l
T
"I m-mil-13144m
c a• n n da
O 4 4 4 4 4
CONCRETE SHALL BE A MINIMUM
OF 6" THICK AND SHALL BE
SUBGRADE SHALL BE PLACED ON 2" OF 5/8" CSTC
COMPACTED TO 95% COMPACTED TO 95% MAXIMUM
MAXI9MUM DENSITY DENSITY.
NOTES:
1. CONCRETE SHALL BE CLASS 3000.
2. IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION
JOINT AT CENTER OF DRIVEWAY.
3. FINISH SHALL BE LIGHT BROOM.
CONCRETE PAVEMENT SECTION
OBTAINED FROM CITY OF EDMONDS STANDARD DETAIL TR-541
I I I \ N / 30238 SQ. FT. l� j
I
\ T IN„ I I I 0.694 ACRES / �ti/ l/
L-1I 7 .46' / // /\ \ \ / Y 19
10+00 /
\ \ \ \ \ \ \ \ \ 4=83 948" " F=271.82 61,
L=Z rJ.aO
R=446.84'
A=3132'11 "
C. BEARING N 6039'09" W
CORD 242.86'
OPOSED -
�
NDSCAP
280
I
W
LOCK WA
I
�
J
r27O
270
I
EXISTING GRADEEL
P
OPOSED
ADE
266[::F=
260
51'-6" P
C ®10.3
E260
I
EDMON
WAY
250
SIDEWA
I
0 1 PER .SS-200 SIDES SE R
E
250
-
I R
UTED
CON
0
IM=266.0 TO BUI ING "A"
240
1
=256.41
240
230
I
230
\ \ 1 A ING N 40 32 06 W / W/BSMT. l / R
\ IM ) \ \ 6` R \ 1 .13' % / 262.Of /^l °�
1 N 1 `� ; l \ / LANDSCAPE WALL CROSS SECTION WITH 5-FT SIDE SEWER CLEARANCE
1 1 X 56. 1 1 „ „
X #4.61 1 1 fi , 36.F ; ; SCALE - HORIZONTAL - 1 =20, VERTICAL - 1 =20
(50.0 DL) �, l CO 3 PER
Ao 244.0 X I \ \ \ \ \ \\ ®1�� SS-200 l i�6a WHERE SANITARY SEWER
\ \ \ \ �0 \ /i RIM262.410 / / PIPE COVER IS LESS 7HAN \
I 2 1 \\ P IE=262.41 / Z` c
\( A. p) 6 ,EX -FENCE � / / 2-FT, DUC7ILF�RON PIPE
. \ \ 249. \ \ \x �� \ ��i / SHALL BE USED. /, - d
\ \ X \ \
\ \ \ \ \ \ CO 1 PERROpU/�/N�
APPROXIMATE \ \ \ \ \\ COE SS-200 l pSFO i �6
`PJ' LOCATION OF \ \\ \ \ \ \ \ RIM=266.0 � 26¢>SN/T Q 6 \ n a
EXIS77NG SIDE s° \ \ \ \ IE=256.41
SEWER s \ \
\ S \ \ \ \ \ � CO 1 PER COE SS-200
\ T \ \ X \ \ \ RIM=256.6
\ IE=251.45 \
\ \ \ \ X 266.7 O� / �- r\ I o \ a
o \ \ \ \ \ \ \ (30.0 DL) SS-200 �
0}�6. DQ \\ -Ao L \ 2�`00� a R26IE=262.1616
>\ \ \ \9�� X 267.0 / / \
�\\ 1 » X
\ \_4O.0
250.5 X (50.0 E�) x x
\ \ rn \ rn-
to N X Fi. F'�
sp � ��(16\O TOTAL ) \ y
S LN &6\\ \\ \ 6X F\ \ \ T�To 60�
LIGHT \ (1$�0 TQTAZ D� t\ l(60�TDL) I 268 6 -
SSMH#4 TYPE-1 COE GU-421 Vp0
-'IM=266.8 -
IE=261.84(IN - 8" N & E)
1E=261.74 (OUT- 8" SW) 18"
N 8842 00 W 140.82
Xx--x--x-x--x
x--x-x - x-x-x-x-x-x
-xx 18" 36»
10' SEWER
I FASFMFNT
STANDARD
\ \ \ \ \ \ EX- C C. L C ` 269.4
(IN ISREPAIR) .0 D
EXISTIN SSMH 12-298 253.4 X \ \ \ \ \ \ \ 1 _ (50.0 L) EXIS77NG
RIM=252. \ \ \ p BUILDING
12" CONC N SE \ \ Rl� 25�.
\ \ \ \ \ \
i 255.I� l 60 \ _ �20.0
CTR. CH.=246. � � i \ I N) 1 g>\ \ \ (40.0 D �
(LOCATED 11-17- 1) \ \ 2j
IE ) 2 2.19 SSMH 3 E- OE Gl�-4< o
IE 25.11 RIM-269.18
\ \ \ IE=, 61.09(IN� 8" PVC N) 27
ss \ \ X �60.9\IE=2�0.A (OUT- 8" SW) STAL GRAVEL
270.5 AC CES TO SSMH
\ \ \ \ \ \ Rr2�X Q-CONC DRIVE PER'CI OF
:.....:. , ... O �7YP • .. .... .:• • :: , .. ... CB RIM 255.10 � � \ AD 6 C TO 271 • • �,., � :: EDMONDSa IREC17
4 4 IE E 25244 \ \ \ \ACCoqMON ?1B'
\ \ \ RADIUS 270.8•••.. `?moo
�X
'o
A
' ° a
HMA CLASS " \ ss \\ �5 A�L)
CRUSHED SURFACE BASE PG 58H-22 �, \ \ �, cj a: `a'
COURSE PER WSDOT STD \ 191, '.
SPEC 9-03.9(3) (SEE NOTES 2 & 3) \ \ \
(SEE NOTE 1)�6r, .' ° ~A \
\ H 2.4E--1 COE 'U-421 Q .:4 269.3
NOTES ss \ \ \ R� 70�12269.7
\ i. • . .
FND 1 2' REBAR
VC -AP LS 21364
Na43'&E0.13'
OF CALC. CORNER
270
EX.
VERTICAL
CURB
270
260
EX. f
AVEMENT
260
250
250
SSMh'#1 TYPE-
RIM=265.8 FA
IE=259.75 (IN
IE=2 i9.65 (OU
20'-8
® a50
PVC 01
EX. SSMH RIM=26
24' ONC. NWkSE
12" CONC.
.=25
LOCAi D 3-15-22
IE:(NE) = 259.55 - /IV
240
I COE GU
421
.15
S
.55
(NEW)
240
8" NW)
230
- 8 SW
230
EDMONDS WA YSSMH#1 TO EX SSMH PROFILE
SCALE - HORIZONTAL - 1 "=20. VERTICAL - 1 "=20'
VICINITY MAP
N. T. S.
280
PROPOSED 6"
d:wv
- - - -
56'-8" PVC ® 1.16%
E-1 COE GU-421 SSMH 3 TYPE-1 COE
1M=269.1
280
270
PROPC
HIGH CURB
SED GRADE
- -
- -
- -
-
EXIS77NG
2' SO P11
E
AUSHION
F 6" OR
LESS SEPARATION,
200
PIPESS,
270
PROWD
IN
ETHAFORAM
BETWEEf
260
62'-8"
VC 0 1.
9%
67'-
" PVC 000.50%
-421
1
260
PVC
250
is
MH
GU-421
SSMH 2 TYPE-1
COE GU-421
8" NW)
- 8" S)
I
TYPE-1 COE 6
RIM=265.8 FA
IE 59.75 (1 - 8" NW
IE 59.65 (CUT- 8'
250
M=266.8
240
I
1
=261.84(I
=261.74
- 8" N
OUT- 8'
& E)
W)
E=261.09 N - 8
IE=260.99 (OUT- 8
VC N
SW)
RIM=270.12 FA
IE=2 0.19 (IN
IE=2 0.09 (OU
)
240
230
1
230
261.5 („v- 8 NW)
\ \ \ \ 1. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER OUT- 8" S) •9 " \ \ \ \ \ 0
IS GREATER. CSBC SHALL BE INSTALLED IN MULTIPLE LIFTS OF EQUAL \ EX RA L 0
THICKNESS WHEN EXCEEDING 6" THICKNESS. /� 60.9 E 1 CO E TO OVE�AND TURNAROUND
7F. PER
2. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS
APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL
MATCH EXISTING.
3. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS
APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL
MATCH EXISTING.
4. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED
IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2".
5. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMLY SEALED
PER WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A.
6. REFER TO EDMONDS COMMUNITY DEVELOPMENT CODE TABLE OF STREET
STANDARDS FOR RIGHT-OF-WAY AND PAVEMENT WIDTHS.
7. REFER TO EDMONDS COMMUNITY DEVELOPMENT CODE SIDEWALK
STANDARDS FOR SIDEWALK REQUIREMENTS.
8. REFER TO CITY STANDARD CURB DETAILS.
PUBLIC ROAD ASPHALT
PA VEMENT SECTION
OBTAINED FROM CITY OF EDMONDS STANDARD DETAIL TR-505
\ L . CCRE\X 68.5 ,I 7R-514
TAL' F' be D \ co
ANOARD EN 7 LE 1
� 269.3
FROM AL ACHIEL�
263.3 264.8 \ \ O
•4
\ Rr gyp) CST�-
SSMH 1 TYPE-1 E GU-421 \° \ ADD 6 MODATE
\ RIM=265.8 FA a " ° ' ACCOM
' °' 266 2
UTILITY CONFLICT NOTE
7HE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 7HE
LOCATON, DIMENSION AND DEPTH OF ALL EXIS77NG U77LI77ES
WHE7HER SHOWN ON 7HESE PLANS OR NOT, BY P0774OLING 7HE
U77LI77ES AND SURVEYING THE HORIZONTAL AND VER77CAL
LOCA77ONS PRIOR TO CONS7RUC77ON. 7HIS SHALL INCLUDE
CALLING U77LITY LOCA7E AT 1-800-424-5555 AND THEN
P07HOLING ALL OF 7HE EXIS77NG U77LI77ES AT 774EIR LOCA77ONS
OF NEW U77LITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR
NOT CONFLICTS EXIST. LOCA77ON OF SAID U77LI77ES AS SHOWN
ON 774ESE PLANS ARE BASED UPON 7HE UNVERIFIED PUBLIC
INFORMA77ON AND ARE SUBJECT TO VARIATION.
IE-259.75 (IN- 8" NW �0 0°�° sO \ RADIUS
IE=259.65 (OUT- 8" SW) ti ®0� ° •'
EXISTING SSMH RIM=266.15 266.5 \
24" CONC. N E
12" CONC. S
CTR. CH.=257.55
(LOCATED 3-15-22) \
IE(NE) = 259.55 - IN (NEW) .•a.
EDMONDS WA Y SSMH #1 TO #4 PROFILE
SCALE - HORIZONTAL - 1 "=20. VERTICAL - 1 "=20'
REVISION 6 (7-4-2023): ADD 20-FT RADIUS NEAR SSMH #4, ADD NOTE AND DETAIL TO REMOVE EXIS77NG CONCRETE AND
INSTALL 20-FOOT DEEP PAVEMENT PER PUBLIC ROAD STANDARDS
DATE 4-24-2023. RE-ROUTE 8" MAIN INTO PROPOSED EASEMENT TO AVOID TREE IMPACT.
DATE 3-27-2023: RE-ROUTE 8" MAIN INTO SR-104 TO AVOID TREE IMPACT.
DATE 6-9-2022. INVERT OF EXISTING SIDE SEWER ADDED. DETAILE OF SIDE SEWER CROSSING UNDER PROPOSED LANDSCAPE BLOCK WALL ADDED
DA7E 5-11-2022. DEPICT 6" SIDE SEWER TO CONNECT TO EXIS71NG FOR BLDG A, FOR EXIS71NG MH IN EDMONDS WAY MATCH CROWN TO CROWN FOR NEW 8"
MAIN AND EXIS71NG 24' TRANSMISSION PIPE, REVISE IE AT BUILDING B, ADD N07E TO PROVIDE ETHAFORM AT PIPE CROSSING, ADD N07E TO USE DI PIPE FOR PIPE
WI7H COVER OF LESS THAN 2-FT.
DATE 3-19-2022: EN71RELY NEW SEWER PIPE ROU7ING & PROFILES INCLUDING A 6" SIDE SEWER TO SERVE BLDG A, AND AN 8" MAIN TO SERVE BLDGS B & C.
DATE 12-28-2021: ADDRESS CITY OF EDMONDS REVIEW COMMENTS INCLUDE RECENTLY PROVIDED ADD177ONAL TOPO AND TREE LOCA77ON WITHIN EDMONDS WAY,
AS WELL AS EX SSMM CHANNEL DEPTH. RE-ALING SEWER MAIN WITHIN EDMONDS WAY RIGHT-OF-WAY IN ORDER TO AVOID EX TREES & U77LI77ES
DATE 10-12-2021: RELEASED TO RE -ALIGN SEWER MAIN WITHIN EDMONDS WAY RIGHT-OF-WAY IN ORDER TO AVOID EXISTING LIGHT STANDARD.
Know what's below.
Call 811 two business days
before you dig.
PROJECT CONTACT LIST:
OWNER:
PARADISE HEIGHTS HLD, LLC
190 W DAYTON ST STE 103
EDMONDS, WA 98020
DEVELOPER:
MICHEL CONSTRUCTION, INC.
7907 212TH SW, 1102
EDMONDS, WA 98026
PHONE. (425) 776-2211
CIVIL ENGINEER:
DONNA L. BRESKE, P.E.
21 AVE. A, SUI7E 4
SNOHOMISH, WA 98290
PHONE. (425) 334-9980
EMAIL: donn abreskegcomcast. net
GEOTECHNICAL ENGINEER:
EARTH SOLU77ONS NW, LLC
1805 1367H PL NE, SU17E 201
BELLEVUE, WA 98005
PHONE. (425) 449-4711
SITE INFORMATION:
PARCEL NUMBER:
27OJ2500JO2600
SI7E ADDRESS. •
546 PARADISE LANE
EDMONDS, WA 98020-4650
TOTAL S17E AREA:
30,238 SF (0.694 ACRES)
COUNTY
SNOHOMISH COUNTY
ZONING:
RM-2.4
MAXIMUM BUILDING HEIGHT.
25'
SETBACKS
FRONT 15'
SIDE. 10'
REAR: 15'
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
CITY ENGINEERING DIVISION