APPROVED ENG PLN RESUB1 BLD2023-1134+Road_Plan+3.20.2024_1.46.15_PM+4146744pt
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�CU ROOT AND REPAIR PAVEMENT
BEFORE OVERLAY,OF PAVEMENT
CUT ROOT AND REPAIR PAVEMENT
BEFORE OVERLAY, WIDTH OF PAVEMENT,
3' WIDE PATCH, SEE NOTE 6
CUT ROOT AND REPAIR PAVEMENT
BEFORE OVERLAY, WIDTH OF PAVEMENT,
3' WIDE PATCH, SEE NOTE 6
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STA 2+44.37 TO STA 3+24.37 (8'± LT) /
SPIRALNAIL REINFORCEMENT, SEE NOTE 7,
THIS SHEET, AND SHEETS RD-6 AND RD-7
R200.00
21'
0.
STA 5+38.91 TO STA 6+38.91 (12' TO 15'± LT)
SPIRALNAIL REINFORCEMENT, SEE NOTE 7,
-- THIS SHEET, AND SHEETS RD-6 AND RD-7
REPAIR PAVEMENT BEFORE OVERLAY,
-6' WIDE X -24' LONG PATCH,
SEE NOTE 6
STA 0+38.51 TO STA 9+80.00
CLEAN EX DITCH, APPLY SEAL COAT, AND
REMOVE MOSS AND VEGETATION, SEE
NOTE 5
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ANCHOR
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720 Olive Way I Suite 19001 Seattle, WA 98101
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STA 0+38.51
SAWCUT, BEGIN APSHALT OVERLAY
MATCH EX PAVEMENT SURFACE, SEE NOTE 4
FOR CENTERLINE CONTROL, SEE SHEET RD-5
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Snohomish County
Parks and Recreation
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SECTION 5, TOWNSHIP 27 N., RANGE
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EX WATER, SEWER, POWER,
AND COMMUNICATIONS LINES
TO REMAIN, PROTECT IN PLACE
0 UTILITY LOCATIONS: z
--- ALL UTILITY WORK WITHIN THE BNSF
85 RIGHT-OF-WAY INCLUDING, BUT NOT LIMITED
TO, LOCATION, PROTECTION, INSTALLATION,
a-- AND RELOCATION OF UTILITIES SHALL COMPLY
WITH BNSF'S UTILITY ACCOMMODATION
R100.00 MANUAL
PRE -CONSTRUCTION MEETING
REQUIRED TO DISCUSS HAULING
RELATED TO THE PROJECT.
INTERNAL PARK ROAD SHALL
PROVIDE PRIMARY ACCESS. ANY
USE OF 75TH PL W MAY REQUIRE
SEPARATE ROW PERMIT.
. . . . . . . . . . . . . .
(HTTP://WWW.BNSF.COM/COMMUNITIES
/FAQS/PDF/UTI LITY.PDF).
FOR ALL WORK OUTSIDE THE BNSF
RIGHT-OF-WAY, THE CONTRACTOR SHALL CALL
THE ONE -CALL UTILITY CENTER AT 811 OR
1-800-424-5555 FOR UTILITY LOCATIONS NOT
LESS THAN TWO (2) BUSINESS DAYS BEFORE
DEMOLITION WORK. FOR ADDITIONAL
REQUIREMENTS, SEE SHEET G-3.
ENGINEERING DIVISION
APPROVED AS NOTED
))i--�"5/15/2024
INTERNAL PARK ROAD WAS
PREVIOUSLY DEDICATED TO
SNOHOMISH COUNTY
APPROVED BY PLANNING
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Mar 28 2024
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LEGEND:
-
PROJECT BOUNDARY
EXISTING CONTOUR
EXISTING OHWM
ROAD CENTER LINE
10 —
PROPOSED MAJOR CONTOUR
11—
PROPOSED MINOR CONTOUR
0
TREE TO REMAIN
EXISTING WETLAND TO BE PROTECTED
PAVEMENT TO BE REMOVED AND REPLACED
OVERLAY EXISTING ASPHALT PAVEMENT
SPIRALNAIL ROAD REINFORCEMENT (SEE DETAILS,
SHEETS RD-6 AND RD-7)
LEGEND, PROFILE
EXISTING GRADE
NORTH
0 30 60
NOTES: SCALE IN FEET
1. SURVEY PROVIDED BY DHA, DATE JUNE 2017
2. HORIZONTAL DATUM: WASHINGTON STATE PLANE
NORTH ZONE, NAD 83, U.S. FEET
3. VERTICAL DATUM: NAVD 88
4. BEGIN FEATHER GRIND AND OVERLAY AT EXISTING
PAVEMENT JOINT NEAR ENTRY GATE. VERIFY LOCATION
WITH OWNER PRIOR TO COMMENCING WITH GRINDING
AND OVERLAY.
5. PRESSURE WASH OR CLEAN USING OTHER METHOD
APPROVED BY OWNER TO REMOVE ALL DEBRIS, MOSS,
AND VEGETATION FROM EXISTING ROADSIDE SWALE.
6. PAVEMENT REPAIR AND OVERLAY TO OCCUR AFTER
HEAVY CONSTRUCTION IS COMPLETE. PRIOR TO
OVERLAY, REPAIR DAMAGED SECTIONS OF PAVEMENT.
LOCATIONS SHOWN REPRESENT EXISTING LOCATIONS
WHERE PAVEMENT IS CRACKING OR SPALLING. THESE
LOCATIONS HAVE NOT BEEN FIELD VERIFIED. LOCATIONS
TO BE REPAIRED SHALL BE MARKED AND VERIFIED WITH
OWNER PRIOR TO REPAIR AND OVERLAY.
7. LOCATIONS SHOWN FOR SPIRALNAIL REINFORCEMENT
ARE APPROXIMATE. VERIFY LOCATIONS WITH THE
GEOTECHNICAL ENGINEER PRIOR TO COMMENCING THE
WORK. SEE SHEETS RD-6 AND RD-7 FOR ADDITIONAL
DETAILS.
8. CONTRACTOR SHALL PROVIDE CONTINUOUS UTILITY
SERVICE AND DRIVEWAY ACCESS TO RANGER RESIDENCE.
9. SEE SHEET RD-5 FOR CONTROL POINT TABLES.
360 380 400 420 440 460 480 500 520 540 560 580 600 620 640 660 680 700 720 74 APPROVED FO%q%IICTIOiX.
HORIZONTAL DISTANCE IN FEET Y. IN
R/W PERMIT NO. NA
ROAD PROFILE NO VERTICAL EXAGGERATION DATE 10/29/2020
SCALE: 1" = 30' PFN: 19-103913LDA
REVISIONS
V DATE BY APP'D DESCRIPTION
1 1/31/2024 MJR ADD APROXIMATE LOCATION OF PROPOSED SOLDIER PILE WALL
DESIGNED BY:
DR
DRAWN BY:
CH/TG
CHECKED BY:
DR
APPROVED BY:
DR
SCALE:
AS NOTED
DATE:
SEPTEMBER2020
100% CONSTRUCTION DRAWINGS/BID SET
MEADOWDALE BEACH PARK
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AND ESTUARY DESIGN RD- 1
PFN 19-103913 LDA BLD2023-1134
ROADWAY PLAN (1 OF 2)
RESUB
Mar 20 2024 SHEET # 35OF 81
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal