KEEP WSDOT ROW Application Packet 12-4-2020APPLICATION DOCUMENT CHECKLIST
The following forms and documents are required for permit application. Some forms may not be required depending on the
impact of the proposed work. Please see instructions. For point of contact for ALL questions: see WSDOT utilities office link.
Z 1. Utility Accommodation Application (Permit or Franchise) See Page 2
❑ 1a. Utility Accommodation Application (Permit/Franchise) Form
❑ 1b. General Provisions for the Utility Accommodation Application Form
❑ 1c. Application Submittal Instructions
�✓ 2. Utility Facility Description (UFD) Form See Pape 2
�✓ 3. Right of Way Plan L?e Page 2-�
❑ 3a. Limited Access: Temporary/Permanent Break in Access
�✓ 4. Utility Work Plans >ee Page 3-4
�✓ 4a. Vicinity Map
�✓ 4b. Utility Plan View
❑✓ 4c. Profile, Cross Section, and/or Detail View of Proposed Utility
❑ 4d. Bridge Attachment Plan (for bridge attachments)
�✓ 5. Utility Restoration Plan See Page 4-5
❑ 5a. Landscape Restoration Detail (for roadside vegetation impacts)
Z5b. Restoration for underground installations:
Z5b1. Open Trench Detail (work in non -paved area)
Z5b2. Open Cut Detail (work in paved area)
❑✓ 6. Traffic Control Plan See Page 5
�✓ 7. Photos See Page 5
❑ 8. Variances (work contrary to WSDOT Accommodation Policy) See Page 5-7
❑ 8a. Open Cut Pavement
❑ 8b. Shallow Depth Installation
❑ 8c. Longitudinal Median Installation
❑ 8d. Limited Access Encroachment Variance (longitudinal installations within Limited Access)
❑ 8e. Scenic Classification
❑ 8f. Uncased crossings
❑ 8g. Control Zone
❑ 8h. Roadway Prism Open Trench
❑ 9. Bonds See Page 7
❑ 10. Third Party Insurance See Page 7
Submittal Examples See Page 8 thru 17
Page 1 1 Back to Inde)
Washington State Utility Accommodation Application
Department of Transportation
(Permit or Franchise)
Utility Contact Information CLEAR FORM
Utility Company
Utility Contact Name
City of Edmonds -Sanitary Sewer
Rob English
Email
Phone (Office/Cell/Voicemail)
robert.english@edmonds.com
425-771-0220
Location (www.snagmp.com)
State Route
Milepost Begin
Milepost End
County
SR 104
25.77
25.71
Snohomish
Installation
Submit the Following Documentation:
Please Check One
Please Check All That Apply
Utility Facility Description (UFD)
❑ Power ❑✓ Sewer
❑✓ Buried
Plan Sheets
❑Water ❑Telecommunication
❑Aerial
❑ Gas
❑ Surface Feature (Pole, ped, vault)
For Additional Documents Applicable
to your work, see Submitting a Utility
❑ Other
❑Attached to a bridge/structure
Accommodation Application Webpage (Link)
Describe Installation Type (Briefly explain)
Open trench installation to accommodate 8" PVC Sanitary Sewer, approximately 100 linear feet within SR 104 ROW. Hwy ROW
width at location of proposed trench is 230' wide. Proposed 8" Sewer will connect to existing SSMH within pavement of northbound
lane. Trenching into pavement is approximately 20', the majority of the trenching is within the vegetated area of the ROW.
Anticipated Construction Start Date: spring/summer 2021
Project Duration: one week
Billing Information*
Contact Name
Paradise Heights HLD, LLC c/o John Rettenmier
Street
190 W Dayton St., Ste 103
City
State
Zip + 4
Edmonds
WA
98020-4650
Phone (Office/Cell/Voicemail)
Email
425-750-5965
john.rettenmier@hotmail.com
Federal Tax ID
Applicant Reference Work Order (optional)
82-4246791
Utility Authorized Signatory
Signature
Printed Name & Title/Owner
Date
The Authorized Signature indicates the General Provisions, as provided, have been read and are agreed to by the Utility. The
Utility understands, based on the proposed installation, applicable special provisions will be provided at issuance of your Permit or
Franchise.
WSDOT has the authority to invoice the Utility for all work associated with the review, processing and inspection of the proposed
installation. The applicant promises to pay any additional costs, in addition to the fees, incurred by WSDOT in accordance with WAC
468-34 and RCW 47.44.
Supplemental Contact Information of Authorized Agent if NOT the Utility
Company Name
Contact Name
Email
Phone (Office/Cell/Voicemail)
DOT Form 224-696
Revised 06/2019
Washington State
Department of Transportation
Utility Facility Description
All Greyed Out Areas are For Department Use Only
Accommodation Number:
State Route Number: 104 SnagMP (Link)
Access Control: Scenic Class:
Begin Mile Post: 25.72 End Mile Post: 25.72
T, R, Sec:
Facility Description - Provide a summary of the proposed work: (press ALT+Enter to insert line break)
Open trench installation to accommodate 8" PVC Sanitary Sewer, approximately 100 linear feet within SR 104 ROW. Hwy ROW width at location of
proposed trench is 230' wide. Proposed 8" Sewer will connect to existing SSMH within pavement of northbound lane. Trenching into pavement is
approximately 20', the majority of the trenching is within the vegetated area of the ROW.
Additional Notes:
Begin
Mile
Post
End
Mile
Post
Left,
Right
or
Xing
Offset Distances (feet)
Facility Description
Right of Way
Aerial,
Buried
Bridge
or
Surface
y
R
V
d
CO)0
°
c
C
V
y
d
Q
Remarks and Installation
Comments
From
Center
Line
From
Edge of
Traveled
Way
(Fogline)
Depth
or
Height
Facility to be Installed/
Deactivated/ Upgraded
(indicate size and/or diameter,
and material)
Left
Right
1) Indicate where item enters/leaves
R/W. 2) Include pertinent topography
info (turnouts, Rd. approaches,
intersections, culvert, guardrail, xing
method, split grade/under/overpass,
etc.)
25.72
25.72
Right
18.4'
RT
24.35' LT
8.75'
8" Sewer main install to
existing Manhole in ROW
110
120
Buried
11Enter ROW,trench to MH
across exit lane to terminate.
DOT Form 224-697
Rev. 08/2019
Page 1
lade
:�D y:' 8e1151 EM..,S, u g ¢ _ _ 207th PI SW 3
v � a Myn SI 2U7m PI
6° y 5 m v a 208th StsW+y °1
e 2$ Edmonds m 3 s 3 99 3 3 R a
¢ Dlylca St MZPie St ;3 0^ ',., 210m st sw a _3
r Hider a' st
s wamul sl
P
-
¢'
¢ P'ne Sl 215m5tS 21Gm StSWw 216M St SW 216th St SW ��stsW 214t11/ 5
Pine S! u ForsYm Ln rn y 3 217M StS R
Fir SIQ > a m 218m StSW m 218m St SW
R NIa C°°ra Rd ¢ Frr PI )Ek, N .6. _ c21111111
2* 45YElm SI �. 220m St SW 220M S W
104 Nn PI $5 3 a �°- 30c � 3 �� ^
vj E 5 ¢' Mnd SISW;l
K°IshPRd: y 131h My
224th St SW 224111 St SW 3 ^ 224m St SW
a'P aY 4 224m s1 SW a 226m SISW
0
1516 St SW 33 o n 226m PI$W 12j
o. Mse s
228rhS SW m -- 2228th St SIN 3 sly
0 _ _.. m _
104 s 9 228mSISW Mot
2301h StSW 230 .R
J v 5 m 231st51sW
3 n^' �StS a r; ¢ i Teri
23ls SISW <212nd SIS °
R., 'o � M.It, LnQ'iM rN
q Maple L.
34I:Q V9� 4 o Y �ol,,232nd StSW
Q! y 5 2h StSW3 23Mh sr SW Wxchdse234iM1 313V
n v Y 3 Madrona Ln N ¢' O$ Pa g $¢$
36f 3 v 104 2361h SISly 23M St SW'.. 32 a i$ ! 2361h St SW
3
3S� 3a 5 a S71 1 ']mSISIN
Woodway3 a i ;37thq\S3238m St sW „`— 238m 5t SW nah stsw
¢' 0 3 6 ¢' 3 2Q0, StSW a' Mth Stsw
: Eata v
240th PI SW
aW 3 E! m n 3
3 Eagle Ln _ 242nd StSW b 79m" a
V2�� dp3g� ^daVa 242nd SI SW 6 II11
�lIV R3£ 2 hStSW sPllR SPVR N R4E f�f 2.Lam Stsw
IPIM043E Rw 2o3re St 104 104 ! T2 N R4E
N202rd St N203rd S1
Q t W W u N 2015131
t SNW 199th sta a a' Q Qa N200th St N200m S1 r g u
NEB ¢'
TRW NW 1981M1St ZZZ.
A u �
777 NW 195gr' '< NW 1951h st 95m 31 a 99 jj N 194th St, NE 195Ih S Z
M 22 $Y N 193rd St NE 1931d St ea N193rd SI a, „� 11: n _ .�d .,.,_:SCOT
N0; 4
O%.O
1%
Kulshan"a
Algonquin Rd
.dIXln y
o0
9
as° a
^oP/dcw ...
ay
8Rch P1
a
0
y Ruchst
a U
y
4
Birch St
13tn Way �
■ se(' 14th St SW £
104
n
14th Way a m
^� 22,14
4�
226th St SW 15M SESW
226th PI S W 226fh P��
3 `L
5
I
........... .....� 1 ..........._._.3........... .........2Z.8.p1..9x.SW.._............ ............... .................. .......................... .......................................
oatr � a
° 104
!s
a'
y,11 PI sw £
0.6° a1
0
S.-O 9
4
3
a ;
SEC. 25, TWN. 27N, RNG. 03E, 114 SW
1
(
0
1 — 8" GV (RJ X FL)
STA-14+04.62
THRUST BLOCK
PER- OVWSD STD W-5
3IA-11"J.L0, O./O KI
THRUST BLOCKING
PER OVWSD STD W-2
UTILITY CONFLICT NOTE
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
LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN
POTHOLING ALL OF THE EXISTING UTILITIES AT THEIR LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR
NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION.
ROW WORK NOTE:
A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS
REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY.
4=3132'11 "
C. BEARING N 6039'09" W
CORD 242.86'
1 — 8 X8" TEE (MJ X FL)
1 - 8" GV (MJ X FL)
THRUST BLOCK
PER OVWSD STD W-5
1HKUJI LfLU(.R
PER OVWSD STD W-5
ST 0+87.46, 7.40' LT
UST BLOCK
PER OVWSD STD W-5
W/CAP LS 21364
N 0.43' & E 0.13'
OF CALC. CORNER
Know what's below.
Call 811 two business days
before you dig.
REVISION 6 (9-10-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 7-31-20
REVISION 5 (5-26-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 4-22-20
REVISION 4 (3-2-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 2-18-20
REVISION 3 (1-21-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 12-19-19
REVISION 2 01-7-19): PER CITY OF EDMONDS REVIEW COMMENTS DATED 8-16-19
REVISION 1 (6-14-19): PER CITY OF EDMONDS REVIEW COMMENTS DATED 5-20-19
VICINITY MAP
N. T. S.
Ir
1-11
o "
Q N
270
W
270
EXISTING
32RADE
o
W
o
DRNE AISLE #I
265
2y,
PROPOSED GRADE
EXTRUDED CURB
PEDESTRIA
PATH
265
260
GM CONTECH
CB 5 TYPE 1
260
STORMFILTER STEEL
GRAVEL
FILLED
STA-21+12
1 — 18" PHOSPHOSORB
INFIL 77?j
1 TION
RIM=263.5
255
MEDIA CARTRIDGE
TRENCH
11
IE=260.5 (6" SSW)
255
STA-20+22
IE=260..5 (8" E,W)
RIM=263 9
IE=260.5
250
250
O -00
Oo
N
N"� Nam,
NN
NN
cVN
NN
20+00 20+20 20+40 20+60 20+80 21+00 21+20
DRIVE AISLE #2 AND STORMWA TER PROFILE
SCALE - HORIZONTAL - 1 "=20 ; VERTICAL - 1 "=5'
SEE SHEET 2 FOR ASSOCIATED STORMWATER ELEMENTS
DONNA BRESKE & ASSOCIATES, LLC
LAND USE PLANNING & CIVIL ENGINEERING
21 AVE A, SUITE 4
SNOHOMISH, WA 98290
PHONE 360-294-8941
SITE INFORMATION:
PARCEL NUMBER.
27OJ2500JO2600
SITE ADDRESS
546 PARADISE LANE
EDMONDS, WA 98020-4650
TOTAL SITE 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'
PROJECT CONTACT LIST:
OWNER:
PARADISE HEIGHTS HLD, LLC
190 W DAYTON ST STE 103
EDMONDS, WA 98020
DEVELOPER:
MICHEL CONSTRUCTION, INC.
7907 2127H SW, 1102
EDMONDS, WA 98026
PHONE. (425) 776-2211
CIVIL ENGINEER:
DONNA L. BRESKE, P.E.
21 AVE. A, SUITE 4
SNOHOMISH, WA 98290
PHONE. • (425) 334-9980
EMAIL: donnabreske@comcast.net
GEOTECHNICAL ENGINEER:
EARTH SOLUTIONS NW, LLC
1805 1367H PL NE, SUITE 201
BELLEVUE, WA 98005
PHONE. (425) 449-4711
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
CITY ENGINEERING DIVISION
SEWER PLAN & PROFILES
FOR
PARADISE HEIGHTS
www.DONNABRESKE.com
0
\
R--95 ,W
BE4RW N JIWYO' W\
Oa9D 1012D1•
R mE40W N 1072tr W
00
v0
5�
.
lz &75'
a
n
I 9 E Q67.lr
\\
N 88mbr W 10aw
ow
Me SW 114 NW
3W 114
o \
R/W
240' ROW
CA
SR 104
I
MP 25.72
I I
120' ROW 120' ROW
� v
I
1
I
I21'
I
12'
6' 12'
EASTBOUND LANE EASTBOUND LANE
DISTANCE WESTBOUND LANE
BETWEEN
YELLOW
CENTER
LINE
STRIPING
- - -
- - - - - - - EXISTING ROADWgY
25'
WESTBOUND LANE
& EXIT LANE
GUTTIER
CONCRETE
75' 60+MIN.
5'
ASPHALT
WALKWAY
pROpOSED 6" PVC SEWER
SANITARY
EXISTING SSMH
CITY OF EDMONDS
PUBLIC WORKS
w
NEW
MIN. SANITARY
SEWER
MANHOLE
EXISTING STORM
DRAIN PIPE
Incorporate all details
in Restoration plan
Incorporate all notes in
Restoration plan
Page 15 Back to Index Back to Guide
FILE NAME LITom%Accom Example\OPEN CUT AND OPEN TRENCH DE"
TIME 9:24:44 AM
DATE 9/20/2018
PLOTTED By BY chitaa
DESIGNED BY
ENTEREDBY
CHECKED BY
PROJPROJ.ENGR.
REGIONAL ADM. REVISION
SEE
NOTE 3
SEE
NOTE
_CROSS SECTION
NTS
LEGEND
O SURFACE TREATMENT TO RESTORE EXISTING TO MATCH ADJACENT (SEEDING, BARK, ETC.).
O NATIVE MATERIAL OR AS DIRECTED BY WSDOT.
(� BEDDING MATERIAL. BEDDING MATERIAL DEPTH OVER AND BENEATH PIPE CASING SHALL BE HALF THE DIAMETER
OF PIPE CASING OR 6 INCHES, WHICHEVER IS LESS.
GENERAL NOTES
1. TRENCHING AND PIPE INSTALLATION SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD
SPECIFICATION 7-08.
2. MAXIMUM TRENCH WIDTH SHALL BE OUTSIDE CASING PIPE WIDTH PLUS 1 FOOT EITHER SIDE OF
CASING PIPE.
3. COMPACTION SHALL BE METHOD "C" PER STANDARD SPECIFICATION SECTION 2-03.3 (14) C.
4. WHEN CONNECTING TO AN EXISTING FACILITY UNDER THE PAVEMENT, PAVEMENT RESTORATION MAY,
AT THE DEPARTMENT'S DISCRETION, INCLUDE THE FULL LANE WIDTH AND ENCROACHED SHOULDER.
5. CASING PIPES SHALL EXTEND A MINIMUM OF SIX (6) FEET BEYOND THE TOE OF FILL SLOPES, BOTTOM
OF DITCHLINE, OR OUTSIDE OF CURB.
DATE
OPEN TRENCH DETAIL
REGION STATE
NO. FED.AID PROJ.NO.
10 WAS
JOB NUMBER
CONTRACT NO. I LOCATION NO.
DATE
P.E. STAMP BOX P.E. STAMP BOX
Exhibit 'G'
Open Trench Detail
Example
Page 1 of 1
PLAN REF NO I
SHEET
OF
SHEETS
PAVEMENT REMOVE/PAVEMENT REPLACE LIMITS
WIDTH VARIES
B
Incorporate all details SAWCUT (TYP)
D D D
in Restoration plan
D D o D
Q 4 �
o v D n o
D D
C o 0
SEE 0 4 0
NOTE 3 D D
D D/ \ D •
If- SEE
NOTE 2
SECTION
_CROSS
NTS
LEGEND
OA
EXISTING HMA (NOT MIX ASPHALT) OR PCCP (PORTLAND CEMENT CONCRETE PAVEMENT).
Incorporate all not:es:�,n
1/2
O
HMA CLASS INCH OR PCCP: DEPTH AND MATERIAL SHALL MATCH EXISTING PAVEMENT. REMOVAL AND REPLACEMENT LIMITS OF PAVEMENT
Restoration plan
TO BE DETERMINED AT THE TIME OF UTILITY PERMIT/FRANCHISE REVIEW.
O
APPROVED BACKFILL MATERIAL OR CDF (CONTROL DENSITY BACKFILL) OR AS SPECIFIED BY WSDOT.
\ O
BEDDING MATERIAL DEPTH BENEATH THE PIPE/CASING SHALL BE SIX (6) INCHES. ADDITIONAL PIPE BEDDING SHALL BE PLACED EQUAL TO HALF THE
DIAMETER OF THE PIPE/CASING OR SIX (6) INCHES, WHICHEVER IS LESS.
O
EXISTING CRUSHED SURFACING BASE COURSE.
O
CRUSHED SURFACING BASE COURSE DEPTH SHALL MATCH DEPTH OF EXISTING CRUSHED SURFACING BASE COURSE.
O
HMA BUTT JOINT REQUIRES TACK, SEAL, AND SAND. FOR PCCP, REFER TO GENERAL NOTE 5.
EDGE OF PAVEMENT
........................................OF
GENERAL NOTES
1. TRENCHING AND PIPE INSTALLATION SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD
SPECIFICATION 7-08.
EDGE OF LANE
2. MAXIMUM TRENCH WIDTH SHALL NOT EXCEED CASING/PIPE DIAMETER PLUS AN ADDITIONAL ONE (1)
FOOT ON EITHER SIDE.
3. COMPACTION SHALL BE METHOD "C" PER STANDARD
SPECIFICATION SECTION 2-03.3(14)C.
I 4. MINIMUM DEPTH SHALL BE SIXTY (60) INCHES FROM THE FINISHED SURFACE TO TOP OF CASING.
5. PCCP SHALL BE REPLACED TO THE NEXT PANEL JOINT IN EACH DIRECTION AS APPROVED BY
WSDOT. ALL WORK SHALL BE AS SPECIFIED IN WSDOT STANDARD SPECIFICATION SECTION 5-01.3(4).
SAW CUT
SAW CUT 6. WHEN CONNECTING TO AN EXISTING FACILITY UNDER THE PAVEMENT, PAVEMENT RESTORATION MAY,
EDGE OF TRENC
�i
EDGE OF TRENCH AT THE DEPARTMENT'S DISCRETION, INCLUDE THE FULL LANE WIDTH AND ENCROACHED SHOULDER.
E
7. CASING PIPES SHALL EXTEND A MINIMUM OF SIX (6) FEET BEYOND THE TOE OF FILL SLOPES, BOTTOM
OF DITCHLINE, OR OUTSIDE OF CURB.
8. TACK ASPHALT PER WSDOT STANDARD SPECIFICATION 5-4.3(5)A.
EDGE PAV M .....................
Exhibit 'H'
PLAN VIEW
NTS Open Cut Detail
Example
Page 116 Back to Index Back to Guide OPEN CUT DETAIL Page 1 of 1
FILE NAME 1:1TomWccom Example\OPEN CUT AND OPEN TRENCH DETAIL.d n
TIME 9:25:22 AM RENO.
STATE FED.AID PROJ.NO. PLAN REF NO
DATE 9/20/2018
PLOTTED BY chita 10 WAS
I DESIGNED BY I I I I JOB NUMBER
SHEET
(ENTERED BY I I I I
ICHECKED BY I I I I CONTRACT NO. LOCATION NO. 1 OF
PROJ. ENGR. I I I I DATE DATE SHEETS
REGIONAL ADM. I REVISION I DATE I BY I P.E.STAMP BOX P.E. STAMP BOX
END
\ ROAD WORK
0011,
i
,RUCK WITH,
FLASHING
BEACON
WHITE REFLECTIVE
TAPE (TYP) —
00 00 Z
(V
ORANGE
(TYP)
CONE OR
CHANNEL
DRUM
L=17Z 46'
R=835.94'
A=12'09'48"
C. BEARING N 4032'06" W
CORD 177.13'
WORK AREA
N 88142100" W 657.35'
WHITE REFLECTIVE
TAPE (TYP)
(Np�G� �
CHANNELIZING DRUM
"°cam
°°o
<41 KULSHAN RD
i �� pOp�Opp V�
/ / z ALGONQUIN RD
i
S DOGWOOD LN
b a
VICINITY MAP
FND 1 2" REBAR
W CAP LS 21364
N 0.43' & E 0.13'
OF CALL CORNER
ti
UTILITY CONFLICT NOTE.
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 VER77CAL
LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN
POTHOLING ALL OF THE EXISTING U77LI77ES AT THEIR LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR
NOT CONFLICTS EXIST. LOCATION OF SAID U7ILI7IES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION.
FIELD ADJUST POSITION TO
PROVIDE ADEQUATE SIGN
SPACING.
NE ENDS
MERGE
LEFT \
W9-2L
�ooq�
oN °FE,1.
;04,
syo�
Know what's below.
Call 811 two business days
before you dig.
HOURS OF WORK:
MONDAY — FRIDAY
6AM TO 6PM
*MAYBE ADJUSTED TO
ACCOMMODATE ANTICIPATED
TRAFFIC AND CONTRACTORS
SCHEDULE.
FIELD ADJUST POSITION TO
PROVIDE ADEQUATE SIGN
SPACING.
ROAD
ISTRUCTION
AHEAD
(W20-1)
TABLE A
SPEED
(MPH)
TAPER LENGTH
(FT)
CONE SPACING
ALONG TAPER
(FT)
OFFSET WIDTH
10'
12'
25
105
125
25
30
150
180
30
35
205
245
35
40
270
320
40
45
450
540
1 45
NOTE:
1 DISTANCE BETWEEN SIGNS SHALL BE 100'
FOR RESIDENTIAL STREETS (25 MPH), AND
200' FOR ARTERIAL ROADWAYS
LEGEND:
• FLASHING BEACON SHALL BE INSTALLED AT
EACH SIGN FOR NIGHT—TIME USE.
• DISTANCES MAY VARY AS APPROVED BY THE
ENGINEER.
• FLAGGERS REQUIRED TO CONTROL TRAFFIC
WHENEVER THE CONTRACTOR MUST
INTERRUPT TRAFFIC FLOW TO ACCESS THE
WORK SITE WITH MATERIALS OR EQUIPMENT.
• SIGN SIZE PER MUTCD.
CONE OR CHANNELIZING DEVICE
SI TE• 546 /
PARADISE LN
N. T. S.
SITE INFORMATION:
PARCEL NUMBER:
27032500JO2600
SITE ADDRESS:
546 PARADISE LANE
EDMONDS, WA 98020-4650
TOTAL SITE AREA:
30,238SF (0.694 ACRES)
COUNTY
SNOHOMISH COUNTY
ZONING.
RM-2.4
MAXIMUM BUILDING HEIGHT
25'
SETBACKS. •
FRONT. 15,
SIDE- 10'
REAR: 15,
220TH ST SW
Q`
o
�
�
a
�
a
128ST
Z
ZEE
228TH ST SW
SW
P
o
o
a
V
��
0
QPV
ZE
�
v
�NDSY
NE 205TH ST
HAUL ROU TE
N. T. S.
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, SUITE 4
SNOHOMISH, WA 98290
PHONE. (425) 334-9980
EMAIL: donnobreske@comcast.net
GEOTECHNICAL ENGINEER:
EARTH SOLU71ONS NW, LLC
1805 1367H PL NE, SUITE 201
BELLEVUE, WA 98005
PHONE.- (425) 449-4711
SW
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
CITY ENGINEERING DIVISION
W
O
O
0
�I�i�vl�4
N d
E
W •'
.
W
c ;
Y
�
`
0
a