MEADOWDALE_SitePlans_AQ_22x34_20181115.pdf Nov 16, 2018 4:37pm chewett K:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Cover Sheet.dwg G-1G-1
PLAN COVER SHEET 1 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
PERMIT SUBMITTAL
MEADOWDALE BEACH PARK AND ESTUARY DESIGN
SNOHOMISH COUNTY PARKS AND RECREATION
PROJECT SITE
Prime Consultant
Project Manager: Peter Hummel, PLA
Landscape Architect: Betsy Severtsen, PLA
Civil Engineer: David Rice, PE
720 Olive Way
Suite 1900
Seattle WA, 98101
(206) 287-9130
VICINITY MAPSOURCE: ESRI
0
SCALE IN FEET
2000 4000
NORTH
Not to Scale
TACOMA
VANCOUVER
BELLINGHAM
WASHINGTON
EDMONDS
EDMONDS
LYNNWOOD
PUGET
SOUND
SEATTLE
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
COUNTY EXECUTIVE: DAVE SOMERS
DIRECTOR OF PARKS AND RECREATION: TOM TEIGEN
COUNCIL DISTRICT 1: ROB PUTNAM
COUNCIL DISTRICT 2: JULIE LANGABEER
COUNCIL DISTRICT 3: JOHN BRINEY
COUNCIL DISTRICT 4: STEVE YANDL
COUNCIL DISTRICT 5: BOB MCCARTY
SITE ADDRESS: 15433 75TH PLACE WEST EDMONDS, WA 98026
TAX PARCEL NUMBERS: 00500900000500, 27040500200100,
27040500200200
LEGAL DESCRIPTIONS: SEE DRAWING G-3
PROJECT CESCL: TO BE DETERMINED BY CONTRACTOR
Owner
Logan Daniels
Snohomish County Parks and Recreation
6705 Puget Park Drive
Snohomish, WA 89296
(425) 388-6619
logan.daniels@snoco.org
EARTHWORK - APPROXIMATE GRADING QUANTITIES
GRADING LIMIT OF DISTURBANCE: 191,878 SF
CUT: 19,100 CY
FILL: 7,800 CY
SLOPES GREATER THAN 33% WITHIN PROJECT SITE AREA:
6,070 SF (0.14 AC)
DRAWING INDEX
SHT #DWG #TITLE
1 G-1 PLAN COVER SHEET
2 G-2 PLAN COVER SHEET
2a G-3 PLAN COVER SHEET
3 CS-1 COMPOSITE SITE PLAN (1 OF 3)
4 CS-2 COMPOSITE SITE PLAN (2 OF 3)
5 CS-3 COMPOSITE SITE PLAN (3 OF 3)
6 TA-1 TEMPORARY ACCESS AND STAGING PLAN
7 EC-1 EXISTING CONDITIONS PLAN (1 OF 3)
8 EC-2 EXISTING CONDITIONS PLAN (2 OF 3)
9 EC-3 EXISTING CONDITIONS PLAN (3 OF 3)
10 T-1 TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLAN (1 OF 3)
11 T-2 TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLAN (2 OF 3)
12 T-3 TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLAN (3 OF 3)
13 D-1 CLEARING AND DEMOLITION PLAN (1 OF 3)
14 D-2 CLEARING AND DEMOLITION PLAN (2 OF 3)
15 D-3 CLEARING AND DEMOLITION PLAN (3 OF 3)
16 CV-1 LAYOUT CONTROL PLAN (1 OF 3)
17 CV-2 LAYOUT CONTROL PLAN (2 OF 3)
18 CV-3 LAYOUT CONTROL PLAN (3 OF 3)
19 C-1 GRADING PLAN (1 OF 3)
20 C-2 GRADING PLAN (2 OF 3)
21 C-3 GRADING PLAN (3 OF 3)
22 C-4 GRADING CROSS-SECTIONS (1 OF 4)
23 C-5 GRADING CROSS-SECTIONS (2 OF 4)
24 C-6 GRADING CROSS-SECTIONS (3 OF 4)
25 C-7 GRADING CROSS SECTIONS (4 OF 4)
26 CM-1 CONSTRUCTION MATERIALS PLAN (1 OF 3)
27 CM-2 CONSTRUCTION MATERIALS PLAN (2 OF 3)
28 CM-3 CONSTRUCTION MATERIALS PLAN (3 OF 3)
29 CM-4 CONSTRUCTION MATERIAL DETAILS (1 OF 6)
30 CM-5 CONSTRUCTION MATERIAL DETAILS (2 OF 6)
31 CM-6 CONSTRUCTION MATERIAL DETAILS (3 OF 6)
32 CM-7 CONSTRUCTION MATERIAL DETAILS (4 OF 6)
33 CM-8 CONSTRUCTION MATERIAL DETAILS (5 OF 6)
34 CM-9 CONSTRUCTION MATERIAL DETAILS (6 OF 6)
35 RD-1 ROADWAY PLAN AND PROFILE (1 OF 2)
36 RD-2 ROADWAY PLAN AND PROFILE(2 OF 2)
37 RD-3 TYPICAL ACCESS ROADWAY SECTIONS
36 RD-2 ROADWAY PLAN AND PROFILE(2 OF 2)
DRAWING INDEX
SHT #DWG #TITLE
37 RD-3 TYPICAL ACCESS ROADWAY SECTIONS
38 RD-4 TYPICAL PARKING AREA SECTIONS
39 RD-5 ROADWAY AND PARKING AREA DETAILS
40 RD-6 ROADWAY REINFORCEMENT ELEVATIONS AND SECTIONS
41 RD-7 SPIRAL NAIL ROADWAY REINFORCEMENT DETAILS
42 RD-8 PARKING AREA STRIPING PLAN
43 CU-1 UTILITY PLAN (1 OF 2)
44 CU-2 UTILITY PLAN (2 OF 2)
45 CU-3 STORM DRAIN PROFILE
46 CU-4 DRAINAGE DETAILS
47 A1.0 ARCHITECTURAL GENERAL INFORMATION
48 A1.1 ARCHITECTURAL GENERAL NOTES
49 A2.0 PORTABLE TOILET ENCLOSURE FOUNDATION AND FLOOR PLANS
50 A2.1 ROOF PLANS
51 A3.0 PORTABLE TOILET ENCLOSURE ELEVATIONS
52 A3.1 EXISTING PICNIC SHELTER ELEVATIONS
53 A7.0 PORTABLE TOILET ENCLOSURE DETAILS
54 A7.1 PORTABLE TOILET ENCLOSURE ENLARGED ELEVATION, PICNIC SHELTER
COLUMN BASE DETAIL
55 S1.1 GENERAL STRUCTURAL NOTES
56 S1.2 GENERAL STRUCTURAL NOTES
57 S2.1 STRUCTURAL OVERVIEW SITE PLAN
58 S2.2 TOILET ENCLOSURE STRUCTURAL PLANS
59 S2.3 PEDESTRIAN BRIDGE ABUTMENT AND BOARDWALK PLANS
60 S3.1 TOILET ENCLOSURE STRUCTURAL TYPICAL CONCRETE DETAILS
61 S3.2 TOILET ENCLOSURE STRUCTURAL CONCRETE DETAILS
62 S3.3 PEDESTRIAN BRIDGE CONCRETE ABUTMENT DETAILS
63 S3.4 BOARDWALK DETAILS
64 S4.1 TOILET ENCLOSURE DETAILS
65 S-4 PEDESTRIAN BRIDGE DETAIL
66 E-1 ELECTRIC SITE PLAN
67 E-2 ELECTRIC NOTES, DETAILS AND SCHEDULES
68 I-1 IRRIGATION PLAN (1 OF 3)
69 I-2 IRRIGATION PLAN (2 OF 3)
70 I-3 IRRIGATION PLAN (3 OF 3)
71 I-4 IRRIGATION DETAILS
72 L-1 PLANTING PLAN (1 OF 3)
73 L-2 PLANTING PLAN (2 OF 3)
74 L-3 PLANTING PLAN (3 OF 3)
75 L-4 PLANTING DETAILS
MEADOWDALE BEACH PARK
168TH ST SW
164TH ST SW
INTERSTATE 575TH PL WN MEADOWDALE ROAD
Architectural Consultant
Salt Studio LLC
66 Bell Street Unit #1
Seattle, WA 98121
(206) 948-2104
Surveyor
Duane Hartman and Associates
16928 Woodinville-Redmond Road, Suite B-107
Woodinville, WA 98072
(425) 483-5355
Structural Engineering Consultant
Swenson Say Faget
2124 Third Ave, Suite 100
Seattle, WA 98121
(206) 443-6212
Mechanical Engineering Consultant
Rainbow Consulting
336 NW 50th St
Seattle, WA 98107
(206) 235-6002
Irrigation Consultant
William Stewart Design
9220 58th Avenue SE
Olympia, WA 98513
(206) 605-9863
Electrical Engineering Consultant
Cross Engineers
923 Martin Luther King Jr. Way
Tacoma, WA 98405
(253) 759-0118
BNSF RAILWAYPUGET
SOUND
LUN
D
S
CREEK
GUL
C
H
LUND
S
G
U
L
C
H
CREE
K
OFF-CHANNELPOND
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
Nov 15, 2018 11:22am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Site Context and Layout Plan.dwg 2 G-20
SCALE IN FEET
80 160
NORTH
X-1
X-2
X-3
PUGET SOUND
LEGEND:
PROJECT BOUNDARY
CITY OF EDMONDS/SNOHOMISH COUNTY
BOUNDARY
PARK BOUNDARY
PARCEL BOUNDARY
BNSF RIGHT-OF-WAY
BNSF CENTERLINE
EXISTING OHWM
EXISTING MHHW (EL. +9.0' MLLW)
EXISTING LUND GULCH CREEK THALWEG
EXISTING WETLAND TO BE PROTECTED
75TH PL W.G-2
PLAN COVER SHEET 2 75
PH/BS
CH/TG
BS
PH
1" = 80'
NOVEMBER 2018
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.
RANGER RESIDENCE
Nov 15, 2018 11:22am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Cover Sheet.dwg 2a G-3G-3
PLAN COVER SHEET 2A 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
GENERAL NOTES:
1.ALL EMPLOYEES MUST COMPLY WITH BNSF SAFETY REQUIREMENTS. THIS INCLUDES, BUT IS NOT LIMITED TO, PASSING A
SAFETY COURSE, OBTAINING DOCUMENTATION OF SUCCESSFULLY PASSING THE COURSE, AND ADHERING TO
REQUIREMENTS IDENTIFIED IN THE COURSE. THE REQUIRED BNSF SAFETY COURSE MAY BE ACCESSED AT THE FOLLOWING
WEBSITE: WWW.RAILROADCOURSES.COM.
2.A BNSF FLAGGER SHALL BE PRESENT ANY TIME THE CONTRACTOR IS WORKING WITHIN 25 FEET OF THE TRACKS. THE
CONTRACTOR SHALL COMMUNICATE WITH THE OWNER TO ARRANGE FOR A FLAGGER TO BE PRESENT DURING THESE
TIMES.
3.DRAWINGS ARE INTENDED TO BE VIEWED IN COLOR. SOME INFORMATION WILL BE LOST WITH BLACK AND WHITE VIEWING.
SURVEY NOTES:
1.SURVEY BY DUANE HARTMAN & ASSOCIATES, INC IN 2017.
2.HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE NAD83(91), U.S. FEET UTILIZING RTK GPS
FIELD PROCEDURES
3.VERTICAL DATUM: TO CONVERT ELEVATIONS SHOWN HEREON TO MEAN LOWER LOW WATER DATUM PLEASE ADD 2.05
FEET.
4.UTILITIES MAPPING: ALL EXISTING UTILITIES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO
ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED BY RECORD
LOCATION OR FIELD TIED AS A RESULT OF A UTILITY PAINT-OUT DURING THE COURSE OF THE FIELD SURVEY. DUANE
HARTMAN & ASSOCIATES, INC. (DHA) ASSUMES NO LIABILITY FOR THE ACCURACY OF THE RECORD INFORMATION. FOR THE
FINAL LOCATION OF THE EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT THE UTILITY
OWNER/AGENCY AND UTILITIES UNDERGROUND CENTER (800/424-5555).
5.TOPOGRAPHIC MAPPING: THE MAP SHOWN HEREON IS THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN &
ASSOCIATES, INC. (DHA) COMPLETED ON OCTOBER 2016. DHA ASSUMES NO LIABILITY, BEYOND SAID DATE, FOR ANY
FUTURE SURFACE FEATURE MODIFICATIONS OR CONSTRUCTION ACTIVITIES THAT MAY OCCUR WITHIN OR ADJOINING THE
PERIMETER OF THIS SURVEY. CONTACT DHA (425) 483-5355 FOR SITE UPDATES AND VERIFICATIONS.
6.RAILROAD RIGHT OF WAY LINES: THE BNSF RAILWAY RIGHT OF WAY LINES SHOWN HEREON HAVE BEEN CALCULATED USING
TRACK STATIONING, RAILROAD GEOMETRY AND CADASTRAL CALL OUTS AS SHOWN ON "BNSF RAILWAY RIGHT OF WAY".
LEGAL DESCRIPTION:
DETAIL AND SECTION REFERENCING:
DETAIL REFERENCE NUMBER
DRAWING ON WHICH DETAIL APPEARS
"-" INDICATES TYPICAL OR ON SAME DRAWING
DETAIL REFERENCE NUMBER
SECTION "A" IS SHOWN ON DRAWING "C-2"
INDICATES DIRECTION
OF CUTTING PLAN
SECTION REFERENCE NUMBER
1
C-1
SCALE:
DETAIL1
-1" = 10'
A
C-2
SCALE:
SECTIONA
-1" = 10'
GENERAL CONSTRUCTION NOTES:
1.UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS, ALL MATERIALS AND WORKMANSHIP SHALL BE ACCOMPLISHED
IN ACCORDANCE WITH THE CURRENT SNOHOMISH COUNTY ENGINEERING DESIGN AND DEVELOPMENT STANDARDS, THE CITY OF EDMONDS
COMMUNITY DEVELOPMENT CODE, THE SNOHOMISH COUNTY DRAINAGE MANUAL, THE CITY OF EDMONDS STORMWATER MANAGEMENT
CODE, THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION), AND OTHER
APPLICABLE CODES AND STANDARDS.
2.THE CONTRACTOR SHALL HAVE COPIES OF THE APPROVED DRAWINGS, APPLICABLE SNOHOMISH COUNTY AND CITY OF EDMONDS STANDARDS,
AND THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION) ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
3.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR VERIFYING FIELD CONDITIONS AND
DIMENSIONS, AND CONFIRMING THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THESE DRAWINGS. ANY DISCREPANCIES BETWEEN
THE EXISTING FIELD CONDITIONS AND THE DRAWINGS OR ANY INCONSISTENCIES OR AMBIGUITIES BETWEEN THE DRAWINGS AND OTHER
CONTRACT DOCUMENTS SHALL BE REPORTED IN WRITING TO THE OWNER (SNOHOMISH COUNTY) PRIOR TO PROCEEDING WITH THE WORK.
WORK DONE BY THE CONTRACTOR INVOLVING SUCH DISCREPANCIES WITHOUT A WRITTEN REPORT AND RESPONSE FROM THE OWNER SHALL
BE DONE AT THE CONTRACTOR'S SOLE RISK AND EXPENSE.
4.THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION,
INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND IS NOT LIMITED TO NORMAL
WORKING HOURS.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND
ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH
THE PERFORMANCE OF WORK COVERED BY THE CONTRACT.
6.THE CONTRACTOR SHALL PROVIDE TEMPORARY CUT SLOPES AND SHORING AS NECESSARY FOR THE CONSTRUCTION AS SHOWN ON THESE
DRAWINGS. THE STABILITY OF ALL TEMPORARY SLOPES AND SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
7.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES
AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THIS CONTRACT.
8.THE CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS TO PROTECT EXISTING STRUCTURES, SIGNS, FENCES, GATES, CURBS, ROADWAYS,
DRAINAGE WAYS, CULVERTS, VEGETATION, AND OTHER IMPROVEMENTS UNLESS AND UNTIL SUCH ITEMS ARE TO BE DISTURBED OR REMOVED
AS INDICATED ON THE DRAWINGS. IF SUCH ITEMS ARE DAMAGED OR NEED TO BE REMOVED OR MODIFIED TO FACILITATE CONSTRUCTION, THE
CONTRACTOR SHALL FIRST NOTIFY SNOHOMISH COUNTY AND THEN REPLACE OR REPAIR THE ITEMS TO EQUAL OR BETTER CONDITION TO THE
SATISFACTION OF SNOHOMISH COUNTY.
9.THE CONTRACTOR SHALL NOT DISTURB OR DESTROY ANY EXISTING SURVEY MONUMENT OR BENCHMARK. ANY SURVEY MONUMENT OR
BENCHMARK DISTURBED OR DESTROYED BY THE CONTRACTOR SHALL BE REPLACED AS DIRECTED BY SNOHOMISH COUNTY AT THE
CONTRACTOR'S SOLE EXPENSE.
10.THE CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO THE RANGER RESIDENCE THROUGHOUT CONSTRUCTION OF THE PROJECT. ANY
TEMPORARY DISRUPTION OF ACCESS TO THE RANGER RESIDENCE SHALL BE AND APPROVED BY SNOHOMISH COUNTY.
11.WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.
12.THE DETAILS AND NOTES PROVIDED ON THE DRAWINGS AND IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES.
13.DIMENSION CALL-OUTS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON THE CONTRACT DOCUMENTS.
14.ALL MATERIALS SHALL BE NEW AND UNDAMAGED, UNLESS OTHERWISE APPROVED BY SNOHOMISH COUNTY AND THE ENGINEER. THE SAME
MANUFACTURER OF EACH ITEM SHALL BE USED THROUGHOUT THE WORK UNLESS OTHERWISE APPROVED BY SNOHOMISH COUNTY AND THE
ENGINEER.
15.RUBBISH, DEBRIS, AND GARBAGE SHALL BE REMOVED FROM THE JOB SITE AND DISPOSED OF LEGALLY, AS ALLOWED BY THE SNOHOMISH
COUNTY ENGINEERING DESIGN AND DEVELOPMENT STANDARDS AND THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND
MUNICIPAL CONSTRUCTION (CURRENT EDITION).
16.THE CONTRACTOR SHALL MAINTAIN HAND DRAWN REDLINES, FIELD NOTES AND PHOTOGRAPHS ("FIELD DOCUMENTATION") OF ALL
IMPROVEMENTS AS THE WORK PROGRESSES, AS REQUIRED BY THE SPECIFICATIONS. THE CONTRACTOR SHALL ALSO TAKE PHOTOGRAPHS AND
VIDEO TO DOCUMENT CONDITIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR'S FIELD DOCUMENTATION SHALL BE MAINTAINED ON SITE
AND SHALL BE AVAILABLE FOR REVIEW BY SNOHOMISH COUNTY AND THE ENGINEER AT ALL TIMES.
EXISTING UTILITY NOTES:
1.THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND ARE BASED ON SURVEYED UTILITY MARKINGS
AND FEATURES VISIBLE AT THE SURFACE, SUPPLEMENTED BY AS-BUILT INFORMATION PROVIDED BY SNOHOMISH COUNTY.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CALL THE
UTILITY LOCATION REQUEST CENTER (ONE-CALL CENTER) AT 811 OR 1-800-424-5555 FOR UTILITY LOCATIONS NOT LESS THAN TWO (2) BUSINESS
DAYS BEFORE THE SCHEDULED DATE FOR TRENCHING OR EARTHWORK THAT MAY IMPACT EXISTING UTILITIES.
3.THE SIZE, LOCATION, AND TYPE OF UNDERGROUND UTILITIES EXPOSED OR MODIFIED BY THE CONTRACTOR SHALL BE ACCURATELY NOTED AND
PLACED ON THE CONTRACTOR'S RECORD DRAWINGS.
4.THE CONDITION OF ALL ABANDONED UTILITIES THAT INTERFERE WITH EXECUTION OF THE WORK SHALL BE VERIFIED BY THE UTILITY OWNER
PRIOR TO DISTURBANCE OR MODIFICATION. THE CONTRACTOR MAY ONLY TAKE ACTION AFTER WRITTEN APPROVAL HAS BEEN RECEIVED FROM
THE UTILITY OWNER BY THE SNOHOMISH COUNTY.
5.THE CONTRACTOR SHALL ENSURE THAT OPERATIONS OF EXISTING SEWER, WATER, POWER, TELECOMMUNICATIONS, AND OTHER UTILITY
SYSTEMS SERVING THE RANGER RESIDENCE ARE NOT DISRUPTED DURING CONSTRUCTION WITHOUT PRIOR AUTHORIZATION OF THE
SNOHOMISH COUNTY.
2704050020010027040500200100
00500900000500
00500900001602
00500900001601
BNSF RAILWAYPUGET
SOUND
LUN
D
S CREEKGUL
C
H
HD
AA
AA
AA
AA
HD
HD
HD
HD
HD
SD SD
S
D
S
D SDSDSDPICNIC TABLE (TYP)
BENCH (TYP)
8' WIDE
CRUSHED ROCK PATH
10' WIDE
ASPHALT PATH
40' PEDESTRIAN
BRIDGE
BOARDWALK PATH
6' WIDE
CRUSHED ROCK PATH
BEACH SAND
RESTROOM ENCLOSURE,
SEE SHEET A-2.1
FOOTWASH AND
LANDSCAPE BOULDER
DRINKING FOUNTAIN
CONCRETE
SEATWALL
10' WIDE
ASPHALT PATH
CONCRETE PLINTH
STORMWATER TREATMENT SWALE
ROCK ARMOR
GRILL (TYP)
ESTUARY
RESTORATION
RESTORED CREEK MOUTH (INTERIM
POST-CONSTRUCTION CONFIGURATION)
LANDSLIDE PROTECTIVE BARRIER
STORMWATER
SWALE
EXISTING PICNIC SHELTER
RAILROAD BRIDGE
SEE NOTE 4
RS-20
R-9,600
ALDERWOOD
ALDERWOOD
ALDERWOOD-EVERETT-COMPLEX
ALDERWOOD-EVERETT-COMPLEX
FLUVAQUENTS
FIRM PANEL #53061C1305E
Nov 15, 2018 11:23am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-COMPOSITE Plan_Permit.dwg 3 CS-1 (PERMIT)0
SCALE IN FEET
30 60
NORTH
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
LEGEND:
PROJECT BOUNDARY
PARK BOUNDARY
12" BEACH SAND/GRAVEL
LARGE WOODY DEBRIS
ROCK ARMORING
STREAMBED AND SWALE COBBLES
CRUSHED ROCK PATH OR TRENCH
ASPHALT PAVEMENT
CONCRETE PATH/PAD
PEDESTRIAN BRIDGE
BOARDWALK PATH
PICNIC TABLE
BENCH
LAWN
ROCK-LINED SWALE
WILDLIFE TREE SNAGS
PROPOSED CONTOUR
PROPOSED CLEARING LIMITS
PROPOSED STORMWATER PIPE
TREE TO REMAIN
EXISTING WETLAND TO BE PROTECTED
WETLAND BUFFER
EXISTING ORDINARY HIGH WATER MARK (OHWM)
EXISTING MHHW (EL. +9.0' MLLW)
PROPOSED MHHW (EL. +9.0' MLLW)
BNSF RIGHT OF WAY
10
CS-1
COMPOSITE SITE PLAN (1 OF 3)3 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018 MATCH LINE, SEE SHEET CS-2NOTES:
1.FOR EXISTING PROPERTY BOUNDARIES,
EASEMENTS, EXISTING CONTOURS, DRAINAGE,
TOPOGRAPHIC FEATURES, AND STRUCTURES, SEE
DRAWINGS EC-1 THROUGH EC-3.
2.FOR PROPOSED CONTOURS, CUT, FILL, AND
GRADING FEATURES, SEE DRAWINGS C-1
THROUGH C-3.
3.FOR TREE REMOVAL AND PROTECTION, SEE
DRAWINGS D-1, THROUGH D-3.
4.FOR TEMPORARY EROSION CONTROL MEASURES,
SEE DRAWINGS T-1 THROUGH T-3.
5.FOR SOIL SPECIFICATIONS AND COMPACTION
REQUIREMENTS, SEE DRAWING CS-3.
6.FOR PLANTING, SEE DRAWINGS L-1 THROUGH L-4.
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE PLANE NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN COLOR. SOME INFORMATION WILL BE
LOST WITH BLACK AND WHITE VIEWING.
4.PATHWAY WIDENING TO 10 FEET REQUIRES WORK ON ADJACENT PROPERTY.
OBTAINING AN EASEMENT FOR THIS WORK IS UNDERWAY AND WILL BE
COMPLETED PRIOR TO CONSTRUCTION START DATE.
SD
OHWM BUFFER
SOIL TYPE BOUNDARY
ZONING
EARTH SUBSIDENCE AND LANDSLIDE AREA
MINIMUM BUFFER ADJACENT TO HAZARD
100-YEAR FLOODPLAIN
RS-20
ALDER-
WOOD
27040500200100
00500900000500
00500900000500
00500900001602 27040500200100
LUN
D
S CREEKGUL
C
H
LUN
D
S
G
U
L
C
H
CREE
K
OFF-CHANNEL
POND
SD
SD
SD
SD
SD
SDSD
SD
SOIL REINFORCEMENT AREA, TYP,
SEE SHEETS RD-1 AND RD-2
CRUSHED ROCK PATH
RESTRIPED ADA PARKING STALLS
VAN-ACCESSIBLE ADA PARKING STALL
ROADSIDE
SWALE, PAVED
EX ROADSIDE SWALE, PAVED
OVERLAY EX. ROADWAY
ROADSIDE
SWALE, PAVED
SEE NOTE 4
EXISTING RANGER RESIDENCE
EXISTING PEDESTRIAN BRIDGE
ALDERWOOD-EVERETT-COMPLEX
ALDERWOOD
RS-20
R-9,600
Nov 15, 2018 11:23am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-COMPOSITE Plan_Permit.dwg 4 CS-2 (PERMIT)APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
CS-2
COMPOSITE SITE PLAN (2 OF 3)4 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
12" BEACH SAND/GRAVEL
LARGE WOODY DEBRIS
ROCK ARMORING
STREAMBED AND SWALE COBBLES
CRUSHED ROCK PATH OR TRENCH
ASPHALT PAVEMENT
CONCRETE PATH/PAD
PEDESTRIAN BRIDGE
BOARDWALK PATH
PICNIC TABLE
BENCH
LAWN
ROCK-LINED SWALE
WILDLIFE TREE SNAGS
PROPOSED CONTOUR
PROPOSED CLEARING LIMITS
PROPOSED STORMWATER PIPE
TREE TO REMAIN
EXISTING WETLAND TO BE PROTECTED
WETLAND BUFFER
EXISTING ORDINARY HIGH WATER MARK (OHWM)
REINFORCED TURF
SPIRAL NAIL ROAD REINFORCEMENT
PAVEMENT TO BE REMOVED AND REPLACED
GRIND AND OVERLAY EXISTING PAVEMENT
10MATCH LINE, SEE SHEET CS-1MATCH LINE, SEE SHEET CS-3
NOTES:
1.FOR EXISTING PROPERTY BOUNDARIES,
EASEMENTS, EXISTING CONTOURS, DRAINAGE,
TOPOGRAPHIC FEATURES, AND STRUCTURES, SEE
DRAWINGS EC-1 THROUGH EC-3.
2.FOR PROPOSED CONTOURS, CUT, FILL, AND
GRADING FEATURES, SEE DRAWINGS C-1
THROUGH C-3.
3.FOR TREE REMOVAL AND PROTECTION, SEE
DRAWINGS D-1, THROUGH D-3.
4.FOR TEMPORARY EROSION CONTROL MEASURES,
SEE DRAWINGS T-1 THROUGH T-3.
5.FOR SOIL SPECIFICATIONS AND COMPACTION
REQUIREMENTS, SEE DRAWING CS-3.
6.FOR PLANTING, SEE DRAWINGS L-1 THROUGH L-4.
SD
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE PLANE
NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN COLOR.
SOME INFORMATION WILL BE LOST WITH BLACK AND
WHITE VIEWING.
4.PATHWAY WIDENING TO 10 FEET REQUIRES WORK ON
ADJACENT PROPERTY. OBTAINING AN EASEMENT FOR
THIS WORK IS UNDERWAY AND WILL BE COMPLETED
PRIOR TO CONSTRUCTION START DATE.
5.CONTRACTOR SHALL PROVIDE CONTINUOUS UTILITY
SERVICE AND DRIVEWAY ACCESS TO RANGER RESIDENCE.
OHWM BUFFER
SOIL TYPE BOUNDARY
ZONING
EARTH SUBSIDENCE AND LANDSLIDE AREA
MINIMUM BUFFER ADJACENT TO HAZARD
100-YEAR FLOODPLAIN
RS-20
ALDER-
WOOD
0
SCALE IN FEET
30 60
NORTH
00500900000500
00500900000100
SWALE, PAVED
EX ROADSIDE SWALE, PAVEDROADSIDE
SWALE, PAVED
SOIL REINFORCEMENT AREA, TYP,
SEE SHEETS RD-1 AND RD-2
RS-12
ALDERWOOD-EVERETT-COMPLEX ALDERWOOD-EVERETT-COMPLEX
ALDERWOOD
ALDERWOOD-EVERETT-COMPLEX
RS-20
Nov 15, 2018 11:23am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-COMPOSITE Plan_Permit.dwg 5 CS-3 (PERMIT)APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
CS-3
COMPOSITE SITE PLAN (3 OF 3)5 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
NOTES:
1.FOR EXISTING PROPERTY BOUNDARIES,
EASEMENTS, EXISTING CONTOURS, DRAINAGE,
TOPOGRAPHIC FEATURES, AND STRUCTURES, SEE
DRAWINGS EC-1 THROUGH EC-3.
2.FOR PROPOSED CONTOURS, CUT, FILL, AND
GRADING FEATURES, SEE DRAWINGS C-1
THROUGH C-3.
3.FOR TREE REMOVAL AND PROTECTION, SEE
DRAWINGS D-1, THROUGH D-3.
4.FOR TEMPORARY EROSION CONTROL MEASURES,
SEE DRAWINGS T-1 THROUGH T-3.
5.FOR SOIL SPECIFICATIONS AND COMPACTION
REQUIREMENTS, SEE THIS DRAWING.
6.FOR PLANTING, SEE DRAWINGS L-1 THROUGH L-4.
MATCH LINE, SEE SHEET CS-2
0
SCALE IN FEET
30 60
NORTH
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.
4.CONTRACTOR SHALL PROVIDE CONTINUOUS
UTILITY SERVICE AND DRIVEWAY ACCESS TO
RANGER RESIDENCE.75TH PL. WOVERLAY EX. ROADWAY
LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED CLEARING LIMITS
TREE TO REMAIN
PAVEMENT TO BE REMOVED AND REPLACED
GRIND AND OVERLAY EXISTING ASPHALT PAVEMENT
SPIRAL NAIL ROAD REINFORCEMENT
10
11
OHWM BUFFER
SOIL TYPE BOUNDARY
ZONING
EARTH SUBSIDENCE AND LANDSLIDE AREA
MINIMUM BUFFER ADJACENT TO HAZARD
100-YEAR FLOODPLAIN
RS-20
ALDER-
WOOD
PERCENTAGE OF MAXIMUM DENSITY REQUIREMENTS: COMPACT SOIL TO NOT LESS THAN THE
FOLLOWING PERCENTAGES FOR MAXIMUM DRY DENSITY FOR SOILS DETERMINED IN
ACCORDANCE WITH ASTM 1557 (MODIFIED PROCTOR).
1.BACKFILL:
a)UTILITY PIPE ZONE BEDDING – 95%
b)UTILITY PIPE ZONE BACKFILL – 95%
c)UTILITY TRENCH BACKFILL (PAVED AREA) – 95%
d)UTILITY TRENCH BACKFILL (UNPAVED AREA) – 90%
e)IRRIGATION PIPE BEDDING BELOW PIPE – 95%
f)IRRIGATION PIPE BACKFILL OVER PIPE – HAND TAMP TO 75% WHERE NOT IN PAVED
AREA; WHERE IRRIGATION PIPE IS UNDER PAVING, COMPACT TO 95%
g)GENERAL LANDSCAPE BACKFILL – 85%
h)OVER EXCAVATION BACKFILL OF EXISTING SUB-GRADE TO REMAIN – 95%
2.SUB-GRADES:
a)SUBGRADE SOILS IN PAVING AREAS – 90%
b)IMPORT AGGREGATE BASE IN PAVING AREAS – 95%
c)SUBGRADE FOR TOPSOIL AND SOIL AMENDMENTS (PLANTED/SEEDED AREAS) – 85%
3.SURFACE FILLS:
a)STRUCTURAL FILL – 95%
b)EMBANKMENT FILL – 95%
C) FILLS ON SLOPES EXCEEDING 3:1, TO PREVENT EROSION – 90%
2704050020010027040500200100
00500900000500
00500900000500
00500900000100
27040500200100
00500900001602 27040500200100
00500900001601
00500900001805 00500900001802
40265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
Nov 15, 2018 11:24am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Access and Staging.dwg 6 TA-10
SCALE IN FEET
60 120
NORTH
PUGET SOUND
LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
STAGING AND STOCKPILE AREA
ACCESS ROUTE
PARCEL BOUNDARY
BNSF RIGHT OF WAY
BNSF CENTERLINE
EXISTING OHWM
EXISTING MHHW (EL. +9.0' MLLW)
WETLAND BOUNDARY
CLEARING LIMITS
CONFIRMED LOCATIONS OF BURIED DEBRIS
TA-1
TEMPORARY ACCESS AND STAGING PLAN 6 75
PH/BS
CH/TG
BS
PH
1" = 80'
NOVEMBER 2018
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.THE CONTRACTOR SHALL MAINTAIN
CONTINUOUS ACCESS TO THE RANGER
RESIDENCE THROUGHOUT THE DURATION OF
THE PROJECT. ANY TEMPORARY DISRUPTION
OF ACCESS TO THE RANGER RESIDENCE SHALL
BE APPROVED BY SNOHOMISH COUNTY.
4.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.75TH PL. WNO CONSTRUCTION ACCESS, THIS AREA
LUNDS
G
U
L
C
H
C
R
E
E
K
OFF-CHANNEL
POND
RANGER RESIDENCE
EXISTING PEDESTRIAN BRIDGE
RAILROAD CONC.
BOX CULVERT
2704050020010027040500200100
00500900000500
00500900001602
00500900001601
BNSF RAILWAYPUGET
SOUND
LUN
D
S CREEKGUL
C
H
100' BNSF ROW
PICNIC SHELTER
VOLLEYBALL
COURT
ASPHALT
PATH
CONCRETE CULVERT, SLABS,
GRATING, AND CHANNEL MATERIALS
CRUSHED ROCK PATH
RESTROOM ENCLOSURE,
FOUNDATION,
AND CONC. SLAB
EXISTING PEDESTRIAN
LIGHT WITH SECONDARY
UNDERGROUND POWER
CONC. PAD, PICNIC
TABLE, GRILL
EXTENT OF TOPOGRAPHIC SURVEY
EXTENT OF TOPOGRAPHIC SURVEY
CONTOURS FROM LIDAR
CONTOURS FROM LIDAR
EXISTING BEACH
TOPOGRAPHY (SEE NOTE 5)
EXISTING
INFORMAL TRAIL
TO GAP IN FENCE
SANITARY SEWER MANHOLE
JUNCTION BOX
WATER METER
ROCKERY
STORM DRAIN CATCH BASIN(TYPE I)
MONUMENT IN CASE
CONIFER
DECIDUOUS
SIGN
EDGE OF ASPHALT
PLAT CENTERLINE
BNSF RIGHT OF WAY
PLAT LOT LINE
UNDERGROUND STORM LINE
UNDERGROUND SEWER GRAVITY LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND WATER LINE
UNDERGROUND POWER LINE
FENCING
PVC
CONC
P.A.
POLYVINYL CHLORIDE PIPE
ABBREVIATIONS:
PLANTED AREA
CONCRETE
YARD LIGHT
POWER VAULT
TREES:
C CEDAR
P
F
PINE
FIR
DEC DECIDUOUS
HEM HEMLOCK
DHA SURVEY CONTROL
YARD DRAIN
BOLLARD
(A)APPROXIMATE
PRD PER RECORD DRAWING
CTN
A
COTTONWOOD
ALDER
ORN ORNAMENTAL
B BIRCH
WETLAND/ ORDINARY HIGH WATER FLAG
WP WOOD POST
SANITARY/ STORM CLEAN-OUT
M MAPLE
GRAVEL PATH
LOG DEBRIS
UNDERGROUND SEWER FORCEMAIN LINE
PICNIC TABLE x 13
MONITOR WELL
RD ROOF DRAIN
CO CLEAN-OUT
CREEK TOP
CREEK TOE
RAILROAD SIGNAL
PARK BOUNDARY LINE
ORDINARY HIGH WATER MARK
WETLAND BOUNDARY
BNSF CENTERLINE
MEAN HIGHER HIGH WATER (EL. +9.0' MLLW)
PARK BOUNDARY
PROJECT BOUNDARY
Nov 15, 2018 11:24am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Existing Plan.dwg 7 EC-10
SCALE IN FEET
30 60
LEGEND:
NORTH
EC-1
EXISTING CONDTIONS PLAN (1 OF 3)7 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
MATCH LINE, SEE SHEET EC-2NOTES:
1.SURVEY PROVIDED BY DHA, DATED JUNE 2017
16928 WOODINVILLE-REDMOND ROAD
SUITE B-107
WOODINVILLE, WASHINGTON 98072
(425) 483-5355
2.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
3.VERTICAL DATUM: NAVD 88
4.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.
5.BEACH TOPOGRAPHY REPRESENTS JUNE 2016
CONDITIONS AND ARE SUBJECT TO CHANGE.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING
GRADES AND BEACH CONDITIONS PRIOR TO
GRADING.
CONFIRMED LOCATIONS
OF BURIED DEBRIS
27040500200100
00500900000500
00500900000500
00500900001602 27040500200100
LUN
D
S CREEKGUL
C
H
LUN
D
S
G
U
L
C
H
CREE
K
OFF-CHANNEL
POND
RANGER
RESIDENCE
ASPHALT
PARKING LOT
ASPHALT
ROAD
CONTOURS FROM LIDAR
CONTOURS FROM LIDAR
EXTENT OF TOPOGRAPHIC SURVEY
EXTENT OF TOPOGRAPHIC SURVEY
SANITARY SEWER MANHOLE
JUNCTION BOX
WATER METER
ROCKERY
STORM DRAIN CATCH BASIN(TYPE I)
MONUMENT IN CASE
CONIFER
DECIDUOUS
SIGN
EDGE OF ASPHALT
PLAT CENTERLINE
BNSF RIGHT OF WAY
PLAT LOT LINE
UNDERGROUND STORM LINE
UNDERGROUND SEWER GRAVITY LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND WATER LINE
UNDERGROUND POWER LINE
FENCING
PVC
CONC
P.A.
POLYVINYL CHLORIDE PIPE
ABBREVIATIONS:
PLANTED AREA
CONCRETE
YARD LIGHT
POWER VAULT
TREES:
C CEDAR
P
F
PINE
FIR
DEC DECIDUOUS
HEM HEMLOCK
DHA SURVEY CONTROL
YARD DRAIN
BOLLARD
(A)APPROXIMATE
PRD PER RECORD DRAWING
CTN
A
COTTONWOOD
ALDER
ORN ORNAMENTAL
B BIRCH
WETLAND/ ORDINARY HIGH WATER FLAG
WP WOOD POST
SANITARY/ STORM CLEAN-OUT
M MAPLE
GRAVEL PATH
LOG DEBRIS
UNDERGROUND SEWER FORCEMAIN LINE
PICNIC TABLE x 13
MONITOR WELL
RD ROOF DRAIN
CO CLEAN-OUT
CREEK TOP
CREEK TOE
RAILROAD SIGNAL
PARK BOUNDARY LINE
ORDINARY HIGH WATER MARK
WETLAND BOUNDARY
BNSF CENTERLINE
MEAN HIGHER HIGH WATER (EL. +9.0' MLLW)
PARK BOUNDARY
PROJECT BOUNDARY
Nov 15, 2018 11:25am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Existing Plan.dwg 8 EC-2LEGEND:
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
EC-2
EXISTING CONDITIONS PLAN (2 OF 3)8 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018
0
SCALE IN FEET
30 60
NORTHMATCH LINE, SEE SHEET EC-1MATCH LINE, SEE SHEET EC-3
NOTES:
1.SURVEY PROVIDED BY DHA, DATED JUNE 2017
16928 WOODINVILLE-REDMOND ROAD
SUITE B-107
WOODINVILLE, WASHINGTON 98072
(425) 483-5355
2.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
3.VERTICAL DATUM: NAVD 88
4.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.
00500900000500
00500900000100
ACCESS GATE
CONTOURS FROM LIDAR
CONTOURS FROM LIDAR
EXTENT OF TOPOGRAPHIC SURVEY
EX. 1-1/2" WATER METER, TO PARK
SANITARY SEWER MANHOLE
JUNCTION BOX
WATER METER
ROCKERY
STORM DRAIN CATCH BASIN(TYPE I)
MONUMENT IN CASE
CONIFER
DECIDUOUS
SIGN
EDGE OF ASPHALT
PLAT CENTERLINE
BNSF RIGHT OF WAY
PLAT LOT LINE
UNDERGROUND STORM LINE
UNDERGROUND SEWER GRAVITY LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND WATER LINE
UNDERGROUND POWER LINE
FENCING
PVC
CONC
P.A.
POLYVINYL CHLORIDE PIPE
ABBREVIATIONS:
PLANTED AREA
CONCRETE
YARD LIGHT
POWER VAULT
TREES:
C CEDAR
P
F
PINE
FIR
DEC DECIDUOUS
HEM HEMLOCK
DHA SURVEY CONTROL
YARD DRAIN
BOLLARD
(A)APPROXIMATE
PRD PER RECORD DRAWING
CTN
A
COTTONWOOD
ALDER
ORN ORNAMENTAL
B BIRCH
WETLAND/ ORDINARY HIGH WATER FLAG
WP WOOD POST
SANITARY/ STORM CLEAN-OUT
M MAPLE
GRAVEL PATH
LOG DEBRIS
UNDERGROUND SEWER FORCEMAIN LINE
PICNIC TABLE x 13
MONITOR WELL
RD ROOF DRAIN
CO CLEAN-OUT
CREEK TOP
CREEK TOE
RAILROAD SIGNAL
PARK BOUNDARY LINE
ORDINARY HIGH WATER MARK
WETLAND BOUNDARY
BNSF CENTERLINE
MEAN HIGHER HIGH WATER (EL. +9.0' MLLW)
PARK BOUNDARY
PROJECT BOUNDARY
Nov 15, 2018 11:25am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Existing Plan.dwg 9 EC-3LEGEND:
75TH PL W.75TH PL W.APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
EC-3
EXISTING CONDITIONS PLAN (3 OF 3)9 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018
0
SCALE IN FEET
30 60
NORTH
MATCH LINE, SEE SHEET EC-2
NOTES:
1.SURVEY PROVIDED BY DHA, DATED JUNE 2017
16928 WOODINVILLE-REDMOND ROAD
SUITE B-107
WOODINVILLE, WASHINGTON 98072
(425) 483-5355
2.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
3.VERTICAL DATUM: NAVD 88
4.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.
BNSF RAILWAYPUGET
SOUND
LUN
D
S CREEKGUL
C
H
510467891112121
2 121010888992522
2324 2627152013141
6
171819152
0
2
5
11
1
2
1
314 1617181818
192
1
21
21
2222
23242626
15152025121213131414
16 1617171
8
1921222324242426152
0
25131314161718181819
212223
24
2
6
2
7 281010101010
10151520202020677 788899
9 1111121213131414161617171818191921211
5
2011
11
11
12
12
12
131
4
1
414
1616161616 17
1818181818 191919
2122232424 25 2610
9
12
13
14
17
18
2012
13
14
15
16
1
7
20
11
10
9
9 10111213141521212
2
15
2311
22251
9
16
262127242818 19
242322
1213111415161718192010
9
11
81098769
10910118 8927282920191817
16
15
14
13
1211
TCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCIN-WATER TURBITY
CURTAIN, EXTEND CURTAIN
TO OUTER LIMITS OF WORK
AS REQUIRED BY PERMIT
1
-
TEMPORARY
DIVERSION PIPE
PLACE SILT FENCE AT
CLEARING LIMITS
C233
PLACE SILT FENCE AT
CLEARING LIMITS
C233
PLACE SILT FENCE AT
CLEARING LIMITS
C233
PLACE SILT FENCE AT
CLEARING LIMITS
C233
MARK CLEARING
LIMITS C103
MARK CLEARING
LIMITS C103C103
INTALL BULK-BAG
COFFERDAM FOR
TEMPORARY DIVERSION
STOCKPILE AREA
EX RESTROOM ENCLOSURE,
FOUNDATION,
AND CONC. SLAB
EX VOLLEYBALL
COURT
EX ASPHALT
PATH
CONCRETE CULVERT, SLABS,
GRATING, AND CHANNEL MATERIALS
EX CRUSHED ROCK PATH
CONC. PAD, PICNIC
TABLE, GRILL
EX PICNIC SHELTER
LEGEND, TESC
CLEARING LIMITS
SILT FENCE
BULK BAG COFFERDAM
STABILIZED ROCK CONSTRUCTION ENTRANCE
IN-WATER TURBIDITY CURTAIN
SNOHOMISH COUNTY BMP NUMBER (SEE TABLE)
CATCH BASIN INLET PROTECTION
STAGING AND STOCKPILE AREA
EXISTING WETLAND TO BE PROTECTEDTCTC
C103
1
T-1
Nov 15, 2018 11:26am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-TESC.dwg 10 T-140265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
0
SCALE IN FEET
30 60
NORTH
BMP DESCRIPTION
C103 HIGH VISIBILITY PLASTIC OR METAL FENCE
C105 STABILIZED CONSTRUCTION ENTRANCE
C220 STORM DRAIN INLET PROTECTION
C233 SILT FENCE
STANDARD TESC DETAILS LEGEND:
THE FOLLOWING ARE STANDARD SNOHOMISH COUNTY
TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) BEST
MANAGEMENT PRACTICE (BMP) DETAILS:
T-1
TEMPORARY EROSION AND SEDIMENT CONTROL
(TESC) PLAN (1 OF 3)10 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.
4.SEE DRAWING T-3 FOR TESC NOTES AND
ADDITIONAL REQUIREMENTS.
POCKET
BALLAST
IMPERVIOUSTURBIDITYCURTAINFLOATATION
SEE NOTESNOTES:
1.AROUND PILE DRIVING AREAS AND EXISTING
PILE REMOVAL AREAS, LENGTH OF CURTAIN
SHALL EXTEND TO MUDLINE FOR ALL TIDE
LEVELS.
2.ALL OTHER AREAS, WHERE DEBRIS FROM
DEMOLITION WORK MAY EXIST, LENGTH OF
CURTAIN SHALL BE 6 FEET.
3.THE CONTRACTOR SHALL BE RESPONSIBLE
FOR MAINTAINING THE TURBIDITY CURTAIN TO
MAINTAIN FUNCTIONALITY OF THE TURBIDITY
CURTAIN THROUGHOUT ALL TIDAL CONDITIONS
AND WEATHER EXPECTED DURING THE
CONSTRUCTION PERIOD, AS REQUIRED BY THE
APPROVED PROJECT PERMITS.
4.SEE SPECIFICATIONS FOR MATERIAL
REQUIREMENTS.
SCALE:
IN-WATER TURBIDITY CURTAIN1
T-1 NOT TO SCALE
MATCH LINE, SEE SHEET T-2BNSF RIGHT OF WAY
LUN
D
S CREEKGUL
C
H
LUN
D
S
G
U
L
C
H
CREE
K
OFF-CHANNEL
POND
252627283540
45
50
36 37 38 39
414243
44
46
47
48
49
5560657075808590951001051105
2535456575859616263646667686971727374
76777879818283848687888991929394969798991011021031041061071081091111121133531
31
32
323232
33
3334
34
362
5 3035
242626 2627 2
8
2
9
3
1
32
3
3
3
4
36
253024242426272829
313233
25 303
5
35
35404550
2
6
2
7 282931323334343436373839 414243444647
48
49
5
1
25
30353535402223242627
2727
2
8
2
828
292929
31 32 33343636363737
3738
39 412650454025262730292831323334353639383736
556065703527282930313233343535
34
STABILIZED ROCK CONSTRUCTION
ENTRANCE, TO BE INSTALLED PRIOR
TO REMOVAL OR FOLLOWING
PLACEMENT OF PAVEMENT AT
PARKING AREA AND DRIVEWAY
STABILIZED ROCK CONSTRUCTION
ENTRANCE, TO BE INSTALLED WHEN
DRIVEWAY PAVEMENT IS REMOVED
INSTALL FISH EXCLUSION
NETTING UPSTREAM OF
WORK AREA
C105
C105
PLACE SILT FENCE
AT CLEARING LIMITS
C233
PLACE SILT FENCE AT
CLEARING LIMITS C233
CATCH BASIN
INLET PROTECTION C220
MARK CLEARING
LIMITS C103
PLACE SILT FENCE AT
CLEARING LIMITS
PLACE SILT FENCE AT
CLEARING LIMITS
C233
C233
MARK CLEARING
LIMITS C103
MARK CLEARING
LIMITS C103
SOIL NAIL/ROADWAY
STABILIZATION AREA
STOCKPILE AREA EX RANGER
RESIDENCE
EX ASPHALT
PARKING LOT
EX ASPHALT
ROAD
LEGEND, TESC
CLEARING LIMITS
SILT FENCE
BULK BAG COFFERDAM
STABILIZED ROCK CONSTRUCTION ENTRANCE
IN-WATER TURBIDITY CURTAIN
SNOHOMISH COUNTY BMP NUMBER (SEE TABLE)
CATCH BASIN INLET PROTECTION
STAGING AND STOCKPILE AREA
EXISTING WETLAND TO BE PROTECTEDTCTC
C103
1
T-1
Nov 15, 2018 11:26am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-TESC.dwg 11 T-240265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
T-2
TEMPORARY EROSION AND SEDIMENT CONTROL
(TESC) PLAN (2 OF 3)11 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018MATCH LINE, SEE SHEET T-1MATCH LINE, SEE SHEET T-3
0
SCALE IN FEET
30 60
NORTH
BMP DESCRIPTION
C103 HIGH VISIBILITY PLASTIC OR METAL FENCE
C105 STABILIZED CONSTRUCTION ENTRANCE
C220 STORM DRAIN INLET PROTECTION
C233 SILT FENCE
STANDARD TESC DETAILS LEGEND:
THE FOLLOWING ARE STANDARD SNOHOMISH COUNTY
TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) BEST
MANAGEMENT PRACTICE (BMP) DETAILS:
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE PLANE
NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN COLOR.
SOME INFORMATION WILL BE LOST WITH BLACK AND
WHITE VIEWING.
4.PATHWAY WIDENING TO 10 FEET REQUIRES WORK ON
ADJACENT PROPERTY. OBTAINING AN EASEMENT FOR
THIS WORK IS UNDERWAY AND WILL BE COMPLETED
PRIOR TO CONSTRUCTION START DATE.
5.CONTRACTOR SHALL PROVIDE CONTINUOUS UTILITY
SERVICE AND DRIVEWAY ACCESS TO RANGER RESIDENCE.
6.SEE DRAWING T-3 FOR TESC NOTES AND ADDITIONAL
REQUIREMENTS.
00500900000500
00500900000100859095100105110
115 115120 120125125130818283848687888991929394969798991011021031041061071081091
1
1 111112 112113 113114114116116117117118118119119121121122122123124124126126127127128128129129PLACE SILT FENCE AT
CLEARING LIMITS
C233
C103
MARK CLEARING
LIMITS
SOIL NAIL/ROADWAY
STABILIZATION AREA
SOIL NAIL/ROADWAY
STABILIZATION AREA
C103
EX ASPHALT
ROAD
ACCESS GATE
LEGEND, TESC
CLEARING LIMITS
SILT FENCE
BULK BAG COFFERDAM
STABILIZED ROCK CONSTRUCTION ENTRANCE
IN-WATER TURBIDITY CURTAIN
SNOHOMISH COUNTY BMP NUMBER (SEE TABLE)
CATCH BASIN INLET PROTECTION
STAGING AND STOCKPILE AREATCTC
C103
1
T-1
GENERAL TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) NOTES:
1.ALL CLEARING AND GRADING CONSTRUCTION MUST BE IN ACCORDANCE WITH THE
SNOHOMISH COUNTY ENGINEERING DESIGN AND DEVELOPMENT STANDARDS, THE
SNOHOMISH COUNTY DRAINAGE MANUAL, THE CITY OF EDMONDS COMMUNITY
DEVELOPMENT CODE, THE CITY OF EDMONDS DRAINAGE ADDENDUM, AND OTHER
APPLICABLE STANDARDS, CODES, AND ORDINANCES. ANY VARIANCE FROM
ADOPTED EROSION CONTROL STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY
APPROVED BY SNOHOMISH COUNTY.
2.THE CONTRACTOR SHALL PROVIDE A CERTIFIED EROSION AND SEDIMENT CONTROL
LEAD (CESCL) TO MANAGE AND MAINTAIN TEMPORARY EROSION AND SEDIMENT
CONTROL FOR THE PROJECT. THE NAMED PERSON OR FIRM SHALL BE ON-SITE OR
ON-CALL AT ALL TIMES.
3.THE IMPLEMENTATION OF THESE TESC DRAWINGS AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE
RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED
AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED.
4.THE CLEARING AND DISTURBANCE LIMITS SHALL BE CLEARLY MARKED IN THE FIELD
PRIOR TO CLEARING AND GRADING. WHERE SILT FENCE IS NOT SPECIFIED AT THE
CLEARING AND DISTURBANCE LIMITS, THE CONTRACTOR SHALL INSTALL
HIGH-VISIBILITY FENCING OR FLAGGING TO CLEARLY MARK THE CLEARING AND
DISTURBANCE LIMITS. FENCES SHALL BE MAINTAINED BY THE CONTRACTOR FOR
THE DURATION OF CONSTRUCTION.
5.THE TESC FACILITIES SHOWN ON THESE DRAWINGS MUST BE CONSTRUCTED IN
CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A
MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT
ENTER SURFACE WATER BODIES, INCLUDING LUND'S GULCH CREEK OR PUGET
SOUND.
6.THE TESC FACILITIES SHOWN ON THESE DRAWINGS ARE THE MINIMUM
REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION,
THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM
EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT
LEAVE THE SITE.
7.THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND
MAINTAINED, REPAIRED, OR AUGMENTED AS NECESSARY TO ENSURE THEIR
CONTINUED FUNCTIONING.
8.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE
KEPT CLEAN FOR THE DURATION OF THE PROJECT.
9.FROM OCTOBER 1 THROUGH APRIL 30, NO SOILS SHALL REMAIN EXPOSED AND
UNWORKED FOR MORE THAN 2 DAYS. FROM MAY 1 TO SEPTEMBER 30, NO SOILS
SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN 7 DAYS. SOILS SHALL BE
STABILIZED AT THE END OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND IF NEEDED
BASED ON THE WEATHER FORECAST. THESE STABILIZATION REQUIREMENTS APPLY
TO ALL SOILS ON SITE, WHETHER AT FINAL GRADE OR NOT.
10.SOIL AND OTHER STOCKPILES MUST BE STABILIZED AND PROTECTED WITH
SEDIMENT-TRAPPING MEASURES.
11.ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, THAT
OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN
A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER.
12.MAINTENANCE AND REPAIR OF HEAVY EQUIPMENT AND VEHICLES AND OTHER
ACTIVITIES WHICH MAY RESULT IN DISCHARGE OR SPILLAGE OF POLLUTANTS TO THE
GROUND OR INTO STORMWATER RUNOFF MUST BE CONDUCTED USING SPILL
PREVENTION MEASURES APPROVED BY THE CONTRACTING OFFICER'S
REPRESENTATIVE. REPORT ALL SPILLS TO CESCL LEAD AND DOE NW REGION:
425-649-7000.
13.WATER FROM MOST DEWATERING OPERATIONS SHALL BE DISPERSED IN AN
ADJACENT OPEN SPACE, AS APPROVED BY THE OWNER'S REPRESENTATIVE. THE
CONTRACTOR SHALL PROTECT PRIVATE PROPERTY FROM SCOUR AND EROSION
RESULTING FROM DEWATERING OPERATIONS. HIGHLY TURBID OR CONTAMINATED
DEWATERING WATER SHALL BE HANDLED SEPARATELY FROM STORMWATER AND
PROPERLY DISPOSED.
14.THE CONTRACTOR SHALL PRESERVE NATURAL LANDSCAPE, AND PRESERVE AND
PROTECT EXISTING VEGETATION NOT REQUIRED OR OTHERWISE AUTHORIZED TO BE
REMOVED, AS OUTLINED IN THE SPECIFICATIONS.
15.THE CONTRACTOR SHALL REPAIR OR TREAT INJURED TREES AND VEGETATION AS
REQUIRED BY THE SPECIFICATIONS.
16.THE CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES AND VEGETATION THAT
ARE INJURED OR DAMAGED BEYOND SAVING AND NOT REQUIRED OR OTHERWISE
AUTHORIZED FOR REMOVAL AS REQUIRED IN THE SPECIFICATIONS. REPLACE THE
INJURED TREE OR SHRUB AS DIRECTED BY THE OWNER.
PROJECT SPECIFIC TESC NOTES:
1.THE TESC PLAN DRAWINGS SHOWN ARE CONCEPTUAL. THE CONTRACTOR IS
REQUIRED TO SUBMIT DETAILED TESC PLANS AND ANY SUGGESTED REVISIONS TO
THE APPROVED CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN
(SWPPP) TO SNOHOMISH COUNTY FOR APPROVAL.
2.THE CONTRACTOR IS RESPONSIBLE FOR THE CARE AND DIVERSION OF WATER
DURING CONSTRUCTION IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL
WATER QUALITY STANDARDS AND PROJECT PERMIT REQUIREMENTS.
3.THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PRECAUTIONS BE TAKEN TO
PREVENT ANY CEMENT CONCRETE OR BY-PRODUCTS, ASPHALT CONCRETE OR
BYPRODUCTS, OR ANY DISCHARGE FROM SAW CUTTING AND PLANING FROM BEING
DISCHARGED INTO LUND'S GULCH CREEK, PUGET SOUND, OR ANY SURFACE WATER
SYSTEM.
4.TESC IMPLEMENTATION AND MAINTENANCE SHALL COMPLY WITH ALL PROJECT
PERMIT REQUIREMENTS.
5.THE CONTRACTOR SHALL NOT FUEL EQUIPMENT OR STORE FUEL AT ELEVATIONS
LOWER THAN 5 FEET ABOVE THE ORDINARY HIGH WATER (OHW) OF THE NEAREST
STREAM OR SURFACE WATER BODY.
6.WASHING OF EQUIPMENT ON THE PROJECT SITE SHALL NOT BE ALLOWED UNLESS
AUTHORIZED IN WRITING BY THE CONTRACTING OFFICER.
7.THE CONTRACTOR SHALL PROVIDE, OPERATE, AND MAINTAIN EQUIPMENT NEEDED
TO DIVERT AND BYPASS LUNDS GULCH CREEK FLOWS THROUGH THE SITE DURING
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY
DIVERSION AND CONTROL OF THE FULL RANGE OF FLOWS THAT CAN BE EXPECTED
DURING CONSTRUCTION. PEAK FLOWS ESTIMATED IN LUNDS GULCH CREEK
THROUGH THE PROJECT SITE ARE AS FOLLOWS:
·Q (2-YEAR) = 57 CFS
·Q (5-YEAR) = 89 CFS
·Q (25-YEAR) = 106 CFS
·Q (100-YEAR) = 135 CFS
Nov 15, 2018 11:26am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-TESC.dwg 12 T-3ACCES
S
R
O
A
D
75TH PL W.T-3
TEMPORARY EROSION AND SEDIMENT CONTROL
(TESC) PLAN (3 OF 3)12 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018
MATCH LINE, SEE SHEET T-2
0
SCALE IN FEET
30 60
NORTH
BMP DESCRIPTION
C103 HIGH VISIBILITY PLASTIC OR METAL FENCE
C105 STABILIZED CONSTRUCTION ENTRANCE
C220 STORM DRAIN INLET PROTECTION
C233 SILT FENCE
STANDARD TESC DETAILS LEGEND:
THE FOLLOWING ARE APPLICABLE STANDARD SNOHOMISH
COUNTY TEMPORARY EROSION AND SEDIMENT CONTROL
(TESC) BEST MANAGEMENT PRACTICE (BMP) DETAILS, SEE
SPECIFICATION APPENDIX E:
CONSTRUCTION SEQUENCE:
1.SCHEDULE AND CONDUCT A PRE-CONSTRUCTION MEETING
WITH SNOHOMISH COUNTY, THE CONTRACTOR'S
SUPERINTENDENT AND CESCL; SUB-CONTRACTOR
SUPERINTENDENTS; AND OTHER EROSION/SEDIMENT
CONTROL LEADS. THIS MEETING SHALL BE HELD NO LESS
THAN 48 HOURS PRIOR TO THE START OF WORK.
2.FLAG OR FENCE CLEARING LIMITS.
3.POST SIGN WITH NAME AND CONTACT NUMBER OF
SUPERINTENDENT AND CESCL.
4.INSTALL CATCH BASIN INLET PROTECTION.
5.INSTALL STABILIZED CONSTRUCTION ENTRANCES.
6.INSTALL SILT FENCE, OTHER PERIMETER CONTROLS.
7.INSTALL FLOATING TURBIDITY CURTAIN.
8.INSTALL AND TEST TEMPORARY BYPASS PIPING AND PUMPS.
BEGIN ROUTING STREAMFLOWS AND RUN-ON FLOWS
AROUND OR THROUGH SITE.
9.GRADE AND STABILIZE ON-SITE CONSTRUCTION ACCESS
ROUTES.
10.COMMENCE CLEARING, DEMOLITION, AND GRADING.
11.CONSTRUCT PERMANENT IMPROVEMENTS
12.MAINTAIN AND UPGRADE TESC BMPS, AS NEEDED TO COMPLY
WITH PERMIT REQUIREMENTS AND MANUFACTURER'S
RECOMMENDATIONS.
13.RELOCATE BMPS OR IMPLEMENT ADDITIONAL BMPS AS
CONDITIONS CHANGE TO ENSURE THAT BMPs COMPLY WITH
CONSTRUCTION STORMWATER PERMIT REQUIREMENTS.
14.COVER ALL AREAS WITHIN THE SPECIFIED TIME FRAME WITH
STRAW, MULCH, COVERS, BLANKETS, PLASTIC SHEETING, OR
EQUIVALENT.
15.STABILIZE EXPOSED SOILS THAT REACH FINAL GRADE BY
SEEDING OR PLANTING.
16.STABILIZE ALL DISTURBED AREAS AND REMOVE ALL
TEMPORARY BMPS WHEN WORK IS COMPLETE.
17.ADJUST THIS SEQUENCE AS NEEDED TO INCLUDE ADDITIONAL
MEASURES REQUIRED TO MEET CONSTRUCTION STORMWATER
PERMIT REQUIREMENTS.
40265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE PLANE
NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN COLOR.
SOME INFORMATION WILL BE LOST WITH BLACK AND
WHITE VIEWING.
4.PATHWAY WIDENING TO 10 FEET REQUIRES WORK ON
ADJACENT PROPERTY. OBTAINING AN EASEMENT FOR
THIS WORK IS UNDERWAY AND WILL BE COMPLETED
PRIOR TO CONSTRUCTION START DATE.
5.CONTRACTOR SHALL PROVIDE CONTINUOUS UTILITY
SERVICE AND DRIVEWAY ACCESS TO RANGER RESIDENCE.
6.SEE DRAWING T-3 FOR TESC NOTES AND ADDITIONAL
REQUIREMENTS.
BNSF RAILWAYPUGET
SOUND
LUN
D
S CREEKGUL
C
H
4
4
4
4
4
3
3
8
7
U4
U1
U1
U3
4
2
2
2
2
2
2 2
9
1 10
5
3
6
3
11
U5
U2
SEE RAILROAD ENGINEERING DRAWINGS
(X-XX THROUGH X-XX) FOR TRACK, CULVERT,
EMBANKMENT AND FENCING REMOVAL
PROTECT PICNIC SHELTER
MAPLE
ALDER
CLEAR SHRUBS AND LOW VEGETATION AS
12
Nov 15, 2018 11:27am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Demo Plan.dwg 13 D-10
SCALE IN FEET
30 60
NORTH
NOTES:
1.SURVEY PROVIDED BY DHA, DATED JUNE 2017.
2.HORIZONTAL DATUM: WASHINGTON STATE PLANE
NORTH ZONE, NAD 83, U.S. FEET
3.VERTICAL DATUM: NAVD 88
4.ALL WORK WITHIN CRITICAL AREAS PER PROJECT
PERMITS AND REQUIRES ENGINEER TO BE PRESENT.
5.CONTRACTOR SHALL CONTACT BNSF TO ENSURE NO
SIGNAL OR TELECOM CABLES ARE LOCATED IN
EXCAVATION AREAS; THE BNSF SIGNAL AND TELECOM
LOCATE REQUEST NUMBER IS 1-800-533-2891.
6.PATHWAY WIDENING TO 10 FEET REQUIRES WORK ON
ADJACENT PROPERTY. OBTAINING AN EASEMENT FOR
THIS WORK IS UNDERWAY AND WILL BE COMPLETED
PRIOR TO CONSTRUCTION START DATE.
LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
BNSF RIGHT OF WAY
REMOVE CONCRETE CULVERT, SLABS,
GRATING, AND CHANNEL MATERIALS
REMOVE ASPHALT PAVING - CRUSHED ROCK
BASE TO REMAIN FOR NEW PAVEMENT
REMOVE ASPHALT PAVING AND CRUSHED
ROCK BASE
REMOVE CONCRETE PAVING
REMOVE CRUSHED ROCK SURFACING
CLEAR AND GRUB VEGETATION
REMOVE VOLLEYBALL COURT SURFACING
REMOVE STRUCTURE
REMOVE ROCK ARMORING
SALVAGE STREAMBED COBBLE AND LARGE
WOODY DEBRIS
CONFIRMED LOCATIONS OF BURIED DEBRIS
(SEE SHEET C-1)
REMOVE UTILITY LINE
ABANDON AND PLUG UTILITY LINE
TEMPORARY CONSTRUCTION FENCING
TREE PROTECTION FENCING
WETLAND PROTECTION FENCING
CLEARING LIMITS
REMOVE FEATURE
REMOVE/SALVAGE TREE WITH ROOTBALL
TOP AND GIRDLE TREE, LEAVING 20-30' SNAG
EXISTING WETLAND TO BE PROTECTED
40265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
D-1
CLEARING AND DEMOLITION PLAN (1 OF 3)13 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018
DEMO KEY:
REMOVE CONCRETE CULVERT, SLABS, GRATING, AND CHANNEL
MATERIALS BEYOND CULVERT (BOTH SIDES OF RAILROAD)
REMOVE GRILL
REMOVE MONITORING WELL
PICNIC TABLES REMOVED BY OWNER
REMOVE RESTROOM ENCLOSURE, FOUNDATION, AND CONCRETE SLAB
REMOVE ROCK ARMORING ALONG STREAM CHANNEL AND SALVAGE
LARGE WOODY DEBRIS (LWD)
PICNIC SHELTER ROOF TO BE REMOVED BY OWNER, PROTECT
UNDERLAYMENT
REMOVE VOLLEYBALL NET AND POSTS
MEMORIAL BENCH AND PLAQUE REMOVED BY OWNER
GRATING REMOVED BY OWNER
REMOVE GRASSCRETE
SALVAGE AND STOCKPILE DRIFTWOOD FROM BEACH AREA FOR REUSE
1
2
UTILITY DEMO KEY: (ALL PLACEHOLDERS)
REMOVE WATER LINE
REMOVE BURIED POWER LINE AND CONDUIT
(40 LINEAR FEET)
ABANDON UTILITY LINE
REMOVE DRINKING FOUNTAIN AND DRAIN
REMOVE PEDESTRIAN LIGHT POLE
3
4
5
6
7
8
9
10
U2
11
U1
U3
U4
U5
MATCH LINE, SEE SHEET D-2UTILITY LOCATIONS:
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.
12
LUN
D
S CREEKGUL
C
H
LUN
D
S
G
U
L
C
H
CREE
K
OFF-CHANNEL
POND
13 13
15
14
16
NO WORK IN THIS AREA, EXISTING RANGER RESIDENCE
TO REMAIN OCCUPIED DURING CONSTRUCTION
PROTECT UTILITIES TO REMAIN
REMOVE
HORSESHOE PITS
PROTECT EXISTING UTILITIES IN DRIVEWAY
REMOVE WOOD FENCE - 2 SIDES OF RANGER RESIDENCE AND BOTH SIDES OF PATH
COMMON LAUREL
LEANING
MAPLE
DEAD ALDER
ROTTED ALDER
CLUMP OF MAPLES,
(TREE HOUSE GROUP)
PROTECT IN PLACE LITTLE FREE LIBRARY
CLEAR SHRUBS AND LOW
VEGETATION AS
NEEDED FOR SOIL NAILING,
PRESERVE TREES
NOT SHOWN ON SURVEY
SEE DRAWING RD-2 FOR ADDITIONAL
DEMOLITION WORK IN THIS AREA
DEMO KEY:
REMOVE HORSESHOE PITS
REMOVE AND REPLACE WOOD FENCE
REMOVE ASPHALT PAVING IN DRAINAGE DITCH
TEMP. FENCE TO CLOSE HIKING TRAIL INTO SITE DURING CONSTRUCTION
(CONTRACTOR TO DETERMINE EXTENT OF REQUIRED FENCING) Nov 15, 2018 11:27am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Demo Plan.dwg 14 D-240265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
D-2
CLEARING AND DEMOLITION PLAN (2 OF 3)14 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018
13
14
UTILITY DEMO KEY: (ALL PLACEHOLDERS)
REMOVE WATER LINE
REMOVE POWERLINE
ABANDON UTILITY LINE
REMOVE DRINKING FOUNTAIN AND DRAIN
15
U1
U2
U3
U4
16MATCH LINE, SEE SHEET D-1MATCH LINE, SEE SHEET D-3
UTILITY LOCATIONS:
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.
LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
REMOVE CONCRETE CULVERT, SLABS,
GRATING, AND CHANNEL MATERIALS
REMOVE ASPHALT PAVING - CRUSHED ROCK BASE
TO REMAIN FOR NEW PAVEMENT
REMOVE ASPHALT PAVING AND CRUSHED ROCK
BASE
REMOVE CONCRETE PAVING
REMOVE CRUSHED ROCK SURFACING
CLEAR AND GRUB VEGETATION
REMOVE VOLLEYBALL COURT SURFACING
REMOVE STRUCTURE
REMOVE ROCK ARMORING
SALVAGE STREAMBED COBBLE AND LARGE
WOODY DEBRIS
CONFIRMED LOCATIONS OF BURIED DEBRIS (SEE
SHEET C-1)
REMOVE UTILITY LINE
ABANDON AND PLUG UTILITY LINE
TEMPORARY CHAIN LINK CONSTRUCTION FENCING
TREE PROTECTION FENCING
WETLAND PROTECTION FENCING
CLEARING LIMITS
REMOVE FEATURE
REMOVE/SALVAGE TREE WITH ROOTBALL
TOP AND GIRDLE TREE, LEAVING 20-30' SNAG
CUT TREE AND REMOVE STUMP
EXISTING WETLAND TO BE PROTECTED
0
SCALE IN FEET
30 60
NORTH
NOTES:
1.SURVEY PROVIDED BY DHA, DATED JUNE 2017.
2.HORIZONTAL DATUM: WASHINGTON STATE PLANE NORTH ZONE, NAD
83, U.S. FEET
3.VERTICAL DATUM: NAVD 88
4.ALL WORK WITHIN CRITICAL AREAS PER PROJECT PERMITS AND
REQUIRES ENGINEER TO BE PRESENT.
5.CONTRACTOR SHALL CONTACT BNSF TO ENSURE NO SIGNAL OR
TELECOM CABLES ARE LOCATED IN EXCAVATION AREAS; THE BNSF
SIGNAL AND TELECOM LOCATE REQUEST NUMBER IS 1-800-533-2891.
6.PATHWAY WIDENING TO 10 FEET REQUIRES WORK ON ADJACENT
PROPERTY. OBTAINING AN EASEMENT FOR THIS WORK IS UNDERWAY
AND WILL BE COMPLETED PRIOR TO CONSTRUCTION START DATE.
7.CONTRACTOR SHALL PROVIDE CONTINUOUS UTILITY SERVICE AND
DRIVEWAY ACCESS TO RANGER RESIDENCE.
PROTECT EXISTING CHAINLINK ACCESS
GATE, CLOSEABLE STEEL TUBE GATE AND
ADA GATE, AND CONTROLS - USE FOR
OWNER AND CONTRACTOR ACCESS
CONTROL DURING CONSTRUCTION
PROTECT UTILITIES TO REMAIN
LEANING ALDERS
LEANING
MAPLE
ALDERS
MAPLE
SPLIT TREE
ROTTED ALDER
PROTECT GUARDRAIL
TO REMAIN
PROTECT OR REPLACE 'EROSION HAZARD' SIGN
CLEAR SHRUBS AND LOW VEGETATION AS
NEEDED FOR SOIL NAILING, PRESERVE TREES NOT
SHOWN ON SURVEY. VERIFY WITH ARBORIST
TREES TO TOP OR REMOVE PRIOR TO WORK
CLEAR SHRUBS AND LOW VEGETATION AS
NEEDED FOR SOIL NAILING, PRESERVE TREES
NOT SHOWN ON SURVEY
SEE DRAWING RD-1 FOR ADDITIONAL
DEMOLITION WORK IN THIS AREA
Nov 15, 2018 11:27am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Demo Plan.dwg 15 D-340265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
D-3
CLEARING AND DEMOLITION PLAN (3 OF 3)15 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018
0
SCALE IN FEET
30 60
NORTH
NOTES:
1.SURVEY PROVIDED BY DHA, DATED JUNE 2017.
2.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET
3.VERTICAL DATUM: NAVD 88
4.ALL WORK WITHIN CRITICAL AREAS PER PROJECT
PERMITS AND REQUIRES ENGINEER TO BE
PRESENT.
5.CONTRACTOR SHALL CONTACT BNSF TO ENSURE
NO SIGNAL OR TELECOM CABLES ARE LOCATED
IN EXCAVATION AREAS; THE BNSF SIGNAL AND
TELECOM LOCATE REQUEST NUMBER IS
1-800-533-2891.
6.CONTRACTOR SHALL PROVIDE CONTINUOUS
UTILITY SERVICE AND DRIVEWAY ACCESS TO
RANGER RESIDENCE.
LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
REMOVE ASPHALT PAVING
CLEAR AND GRUB VEGETATION
TEMPORARY CONSTRUCTION FENCING
CLEARING LIMITS
REMOVE FEATURE
REMOVE/SALVAGE TREE WITH ROOTBALL
TOP AND GIRDLE TREE, LEAVING 20-30' SNAG
CUT TREE AND LEAVE STUMP
75TH PL. WMATCH LINE, SEE SHEET D-2
UTILITY LOCATIONS:
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.
BNSF RAILWAYPUGET
SOUND
LUN
D
S CREEKGUL
C
H
Nov 15, 2018 11:28am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Survey Control Plan.dwg 16 CV-10
SCALE IN FEET
30 60
NORTH
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
CV-1
LAYOUT CONTROL PLAN (1 OF 3)16 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018 MATCH LINE, SEE SHEET CV-2LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
BNSF RIGHT OF WAY
EXISTING ORDINARY HIGH WATER MARK (OHWM)
EXISTING MHHW (EL. +9.0' MLLW)
PROPOSED MHHW (EL. +9.0' MLLW)
6" TYPE 1 TOPSOIL
6" TYPE 2 TOPSOIL AND COIR FABRIC
6" TYPE 1 TOPSOIL OVER
ON-SITE SALVAGED SANDY SOIL
12" BEACH SAND/GRAVEL
LARGE WOODY DEBRIS
ROCK ARMORING (SEE HANSON 30%)
STREAMBED AND SWALE COBBLES
CRUSHED ROCK PATH OR TRENCH
ASPHALT PAVEMENT
CONCRETE PATH/PAD
PEDESTRIAN BRIDGE (SEE DETAILS, SHEET S-4)
BOARDWALK PATH (SEE DETAILS, SHEET S-2.3)
EXISTING WETLAND TO BE PROTECTED
SWALE LOG EDGING
CHAIN LINK FENCE
PICNIC TABLE
BENCH
SNAGS
INTERPRETIVE SIGN MOUNTINGS
CONTROL POINT TABLE
POINT EASTING NORTHING
PLACEHOLDER
TO BE COMPLET
E
D
I
N
1
0
0
%
D
E
S
I
G
N
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE PLANE
NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN COLOR.
SOME INFORMATION WILL BE LOST WITH BLACK AND
WHITE VIEWING.
4.PATHWAY WIDENING TO 10 FEET REQUIRES WORK ON
ADJACENT PROPERTY. OBTAINING AN EASEMENT FOR
THIS WORK IS UNDERWAY AND WILL BE COMPLETED
PRIOR TO CONSTRUCTION START DATE.
LUN
D
S CREEKGUL
C
H
LUN
D
S
G
U
L
C
H
CRE
E
K
OFF-CHANNEL
POND
Nov 15, 2018 11:28am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Survey Control Plan.dwg 17 CV-20
SCALE IN FEET
30 60
NORTH
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
CV-2
LAYOUT CONTROL PLAN (2 OF 3)17 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE PLANE
NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN COLOR.
SOME INFORMATION WILL BE LOST WITH BLACK AND
WHITE VIEWING.
4.PATHWAY WIDENING TO 10 FEET REQUIRES WORK ON
ADJACENT PROPERTY. OBTAINING AN EASEMENT FOR
THIS WORK IS UNDERWAY AND WILL BE COMPLETED
PRIOR TO CONSTRUCTION START DATE.
5.CONTRACTOR SHALL PROVIDE CONTINUOUS UTILITY
SERVICE AND DRIVEWAY ACCESS TO RANGER RESIDENCE.MATCH LINE, SEE SHEET CV-1MATCH LINE, SEE SHEET CV-3
LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
BNSF RIGHT OF WAY
EXISTING ORDINARY HIGH WATER MARK (OHWM)
EXISTING MHHW (EL. +9.0' MLLW)
PROPOSED MHHW (EL. +9.0' MLLW)
6" TYPE 1 TOPSOIL
6" TYPE 2 TOPSOIL AND COIR FABRIC
6" TYPE 1 TOPSOIL OVER
ON-SITE SALVAGED SANDY SOIL
12" BEACH SAND/GRAVEL
LARGE WOODY DEBRIS
ROCK ARMORING (SEE HANSON 30%)
STREAMBED AND SWALE COBBLES
CRUSHED ROCK PATH OR TRENCH
ASPHALT PAVEMENT
CONCRETE PATH/PAD
PEDESTRIAN BRIDGE (SEE DETAILS, SHEET S-4)
BOARDWALK PATH (SEE DETAILS, SHEET S-2.3)
EXISTING WETLAND TO BE PROTECTED
SWALE LOG EDGING
CHAIN LINK FENCE
PICNIC TABLE
BENCH
SNAGS
INTERPRETIVE SIGN MOUNTINGS
CONTROL POINT TABLE
POINT EASTING NORTHING
PLACEHOLDER
TO BE COMPLET
E
D
I
N
1
0
0
%
D
E
S
I
G
N
REINFORCED TURF
SEE DRAWING RD-2 FOR
LAYOUT/STATIONING OF
ROAD AND PARKING AREA
Nov 15, 2018 11:28am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Survey Control Plan.dwg 18 CV-30
SCALE IN FEET
30 60
NORTH
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
CV-3
LAYOUT CONTROL PLAN (3 OF 3)18 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.
MATCH LINE, SEE SHEET CV-2
LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
BNSF RIGHT OF WAY
EXISTING ORDINARY HIGH WATER MARK (OHWM)
EXISTING MHHW (EL. +9.0' MLLW)
PROPOSED MHHW (EL. +9.0' MLLW)
6" TYPE 1 TOPSOIL
6" TYPE 2 TOPSOIL AND COIR FABRIC
6" TYPE 1 TOPSOIL OVER
ON-SITE SALVAGED SANDY SOIL
12" BEACH SAND/GRAVEL
LARGE WOODY DEBRIS
ROCK ARMORING (SEE HANSON 30%)
STREAMBED AND SWALE COBBLES
CRUSHED ROCK PATH OR TRENCH
ASPHALT PAVEMENT
CONCRETE PATH/PAD
PEDESTRIAN BRIDGE (SEE DETAILS, SHEET S-4)
BOARDWALK PATH (SEE DETAILS, SHEET S-2.3)
EXISTING WETLAND TO BE PROTECTED
SWALE LOG EDGING
CHAIN LINK FENCE
PICNIC TABLE
BENCH
SNAGS
INTERPRETIVE SIGN MOUNTINGS
SEE DRAWING RD-1 FOR
LAYOUT/STATIONING OF
ROAD AND PARKING AREA
BNSF RAILWAYPUGET
SOUND
LUN
D
S CREEKGUL
C
H
SD SD
S
D
S
D SDSDSDHC-5I
C-6
C-6GC-5FC-5EC-5DC-5CC-4BC-4AC-4J
C-
6
N
C-7
L
C-6 PC-7M
C-7
O
C-711:14:115:115:14:14.50%2.80
%
4%
3.90%
4%1.5%15%
3:14:115%4:
1
4:11.5%3:14:14.50%2425 264
.5
0%
1.5%15%2.80%
FF=22.65EXIST.
FF=
21.65
4.50%
2.00%1.5%10
9
12
13
14
17
18
2012
13
14
15
16
1
7
20
11
10
9
9 10111213141521212
2
15
2311
22251
9
16
262127242818 19
242322
1213111415161718192010
9
11
81098769
10910118 89FS=10.50
FS=10.50
TW=11.85
BW=10.65
FS=21.25 FS=21.60
TW=33.39
BW=23.00
RIM=20.75
BOARDWALK, FS=22.09
DECK, FS=24.05
FG=22.55
FS=21.79
FS=22.55
FS=22.55
FG=22.30
SLOPE AWAY FROM SLAB,
MIN 2%, ALL SIDES
FS=20.83
TW=33.39
BW=22.39
TW=33.39
BW=23.13
TW=33.39
BW=22.39 2728291.50%1.50%1.50%1.50%2%2%20191817
16
15
14
13
1211PEDESTRIAN EDGE WALL
STORMWATER
TREATMENT SWALE
SEE SHEET CU-1
STORMWATER PIPE
SEE SHEET CU-1
SEE DETAIL, THIS SHEET
SEE NOTE 7
SEE RAILROAD SHEETS FOR
PROPOSED WALL AND
FENCE REPLACEMENT SLOPE PATH, FOOTWASH,
AND PICNIC TABLE PADS
TOWARD ESTUARY
END ASPHALT THICKENED EDGE PER
SNOHOMISH COUNTY STD DETAIL 4-145
BEGIN ASPHALT THICKENED EDGE PER
SNOHOMISH COUNTY STD DETAIL 4-145 11 Nov 15, 2018 11:29am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Grading Plan.dwg 19 C-10
SCALE IN FEET
30 60
NORTH
NOTES:
1.SURVEY PROVIDED BY DHA, DATED JUNE 2017
2.HORIZONTAL DATUM: WASHINGTON STATE PLANE
NORTH ZONE, NAD 83, U.S. FEET.
3.VERTICAL DATUM: NAVD 88
4.FOR DRAINAGE STRUCTURE ELEVATIONS, SEE SHEET CU-1.
5.FOR MATERIALS PLAN, SEE SHEET CM-1.
6.CONTRACTOR SHALL CONTACT BNSF TO ENSURE NO
SIGNAL OR TELECOM CABLES ARE LOCATED IN
EXCAVATION AREAS; THE BNSF SIGNAL AND TELECOM
LOCATE REQUEST NUMBER IS 1-800-533-2891.
7.EXISTING BEACH TOPOGRAPHY REPRESENTS JUNE 2016
CONDITIONS AND ARE SUBJECT TO CHANGE.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING GRADES
AND BEACH CONDITIONS PRIOR TO GRADING.
8.EXTENSIVE BURIED DEBRIS HAS BEEN CONFIRMED SOUTH
OF LUNDS GULCH CREEK IN AREA TO BE EXCAVATED. SEE
EARTHWORK SPECIFICATIONS AND GEOTECHNICAL
REPORT AND APPENDIX.
9.PATHWAY WIDENING TO 10 FEET REQUIRES WORK ON
ADJACENT PROPERTY. OBTAINING AN EASEMENT FOR
THIS WORK IS UNDERWAY AND WILL BE COMPLETED
PRIOR TO CONSTRUCTION START DATE.
LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
EXISTING CONTOUR
EXISTING POWER LINE
EXISTING TELEPHONE LINE
EXISTING OHWM
EXISTING MHHW (EL. +9' MLLW)
PROPOSED MHHW (EL. +9' MLLW)
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
STORMWATER PIPE (SEE CU SHEETS)
CATCH BASIN (SEE CU SHEETS FOR TYPE, RIM
AND INVERT ELEVATIONS)
TREE TO REMAIN
EXISTING WETLAND TO BE PROTECTED
APPROXIMATE EXTENT OF BURIED DEBRIS
LIKELY TO BE EXCAVATED DURING
EXCAVATION (SEE NOTE 8)
CONFIRMED LOCATIONS OF BURIED DEBRIS
SLOPE DESIGNATION (PATH CROSS SLOPE
1.5% MIN., 2% MAX.)
TW=22.09
BRIDGE DECK (TOP OF ARCH)
FS =24.75
BRIDGE DECK
FS =24.50
BRIDGE DECK
FS =24.50
BOARDWAK
FS=23.44
BOARDWALK
FS=23.11
FS=10.00
TW=11.85
BW=10.65
TW=11.50
BW=10.05
10
11
40265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
SD
C-1
GRADING PLAN (1 OF 3)19 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018 MATCH LINE, SEE SHEET C-2SEE DETAIL,
THIS SHEET
DETAIL, 1" = 20'
DETAIL, 1" = 10'
ABUTMENT
WING
WALLS
4.88%FS/TW=24.17
4.88%
22 2324
FS=10.50
PATH
151
5 1110
9CONC
CAP
TW/FS
=10.00
FLUSH TW=11.50
BW=10.10
FS=10.85
1.50%RAISED
CONCRETE
EDGE
1.5%
WETLAND
(NO GRADING)
FS=11.00
TW/FS
=9.90
TW=13.00
BW=10.00
1.00%
LUN
D
S CREEKGUL
C
H
LUN
D
S
G
U
L
C
H
CREE
K
OFF-CHANNEL
POND
SD
SD
SD
SD
SD
SDSD
SDKC-6N
C-7
EXTENT OF FULL
ROADWAY SURFACE
REMOVAL AND
REPLACEMENTPC-7QC-74.50%1.5%263.90%
4.90%4.50%
4.50%3:11.5%
4.90%1.5%1.5%3:1
50454025262730292831323334353639383736
5560657035SLOPE AWAY FROM SLAB,
MIN 2%, ALL SIDES
MATCH EX, FS=36.76
MATCH EX, FS=36.49
FS=35.26
MATCH EX, FS=36.49
TW=33.43
BW=31.00TW=33.43
BW=31.4027282930313233 343535
341.50%4.9% MA
X
.
TW=36.00
BW=33.50 TW=38.50
BW=34.50
TW=38.50
BW=35.50
4.
9
%
M
A
X
.
STORMWATER PIPE
SEE SHEET CU-2
Nov 15, 2018 11:29am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Grading Plan.dwg 20 C-240265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
C-2
GRADING PLAN (2 OF 3)20 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018
0
SCALE IN FEET
30 60
NORTH
NOTES:
1.SURVEY PROVIDED BY DHA, DATED JUNE 2017
2.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
3.VERTICAL DATUM: NAVD 88
4.FOR DRAINAGE STRUCTURE ELEVATIONS, SEE
SHEET CU-2.
5.FOR MATERIALS PLAN, SEE SHEET CM-2.
6.CONTRACTOR SHALL CONTACT BNSF TO ENSURE
NO SIGNAL OR TELECOM CABLES ARE LOCATED
IN EXCAVATION AREAS; THE BNSF SIGNAL AND
TELECOM LOCATE REQUEST NUMBER IS
1-800-533-2891.
7.PATHWAY WIDENING TO 10 FEET REQUIRES
WORK ON ADJACENT PROPERTY. OBTAINING AN
EASEMENT FOR THIS WORK IS UNDERWAY AND
WILL BE COMPLETED PRIOR TO CONSTRUCTION
START DATE.
8.CONTRACTOR SHALL PROVIDE CONTINUOUS
UTILITY SERVICE AND DRIVEWAY ACCESS TO
RANGER RESIDENCE.MATCH LINE, SEE SHEET C-1MATCH LINE, SEE SHEET C-3
REFER TO SHEET RD-2 FOR GRADING,
PROFILES, CROSS-SECTIONS, AND
MATERIALS PLANS FOR THIS AREA
IMPROVE HYDROLOGIC
CONNECTIVITY AT THIS LOCATION
LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
EXISTING CONTOUR
EXISTING OHWM
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
STORMWATER PIPE (SEE CU SHEETS)
CATCH BASIN (SEE CU SHEETS FOR TYPE, RIM
AND INVERT ELEVATIONS)
TREE TO REMAIN
EXISTING WETLAND TO BE PROTECTED
SLOPE DESIGNATION (PATH CROSS SLOPE
1.5% MIN., 2% MAX.)
10
11
SD
UTILITY LOCATIONS:
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.
1.5%
Nov 15, 2018 11:30am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Grading Plan.dwg 21 C-340265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
STORMWATER PIPE (SEE CU SHEETS)
CATCH BASIN (SEE CU SHEETS FOR TYPE, RIM
AND INVERT ELEVATIONS)
TREE TO REMAIN
10
11
SD
C-3
GRADING PLAN (3 OF 3)21 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018
0
SCALE IN FEET
30 60
NORTH
NOTES:
1.SURVEY PROVIDED BY DHA, DATED JUNE 2017
2.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
3.VERTICAL DATUM: NAVD 88
4.CONTRACTOR SHALL CONTACT BNSF TO ENSURE
NO SIGNAL OR TELECOM CABLES ARE LOCATED
IN EXCAVATION AREAS; THE BNSF SIGNAL AND
TELECOM LOCATE REQUEST NUMBER IS
1-800-533-2891.
5.CONTRACTOR SHALL PROVIDE CONTINUOUS
UTILITY SERVICE AND DRIVEWAY ACCESS TO
RANGER RESIDENCE.
MATCH LINE, SEE SHEET C-2
REFER TO SHEET RD-1 FOR GRADING,
PROFILES, CROSS-SECTIONS, AND
MATERIALS PLANS FOR THIS AREA
UTILITY LOCATIONS:
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.
LEGEND:
6" TYPE 1 TOPSOIL
6" TYPE 2 TOPSOIL
TYPE 1 TOPSOIL OVER
ON-SITE SALVAGED SAND
12" BEACH SAND
ROCK ARMORING
CRUSHED ROCK PATH
ASPHALT PAVEMENT
CONCRETE PATH
LARGE WOODY DEBRIS
BEACH
SAND
12"
TYPE 2 TOPSOIL
ROCK ARMORING,
SEE SHEET XX
PROPOSED RAILROAD BRIDGE
(SEE SHEET XX)
PROPOSED 10'
CONCRETE PATH
3.5:1
SHEETPILE
WALL WITH
CONCRETE CAP
STREAMBED
SUBSTRATE
80"
MIN.
CLEARANCE
STREAMBED
SUBSTRATE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING BNSF GRADE
AT R.R. TRACKS
EXISTING CULVERT
INTERIM COBBLE BERM
(TYP)
CONC. PED PATH
SHEETPILE WALL WITH
RAISED CONCRETE EDGEELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
0
20
40
0
20
40
0 20 40 60 80 100 120 130
ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
0
20
40
0
20
40
0 20 40 60 80 100 120 140 150
ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
0
20
40
0
20
40
0 20 40 60 80 100 120 136
STREAMBED
SUBSTRATE SHEETPILE WALL
WITH RAISED
CONCRETE EDGE
12" BERM HEIGHT
12" BERM HEIGHT 10'
CONCRETE PATH
ROCK ARMORING,
SEE SHEET XX ROCK ARMORING,
SEE SHEET XX
Nov 15, 2018 11:30am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Grading Plan_Sections.dwg 22 C-40
SCALE IN FEET
10 20
40265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
C-4
GRADING CROSS-SECTIONS (1 OF 4)22 75
PH/BS
CH/TG
BS
PH
1" = 10'
NOVEMBER 2018
SCALE:
SECTIONA
C-1 1" = 10'
SCALE:
SECTIONB
C-1 1" = 10'
SCALE:
SECTIONC
C-1 1" = 10'
TYPE 2 TOPSOIL
TYPE 1 TOPSOIL
TYPE 1 TOPSOIL
TYPE 1 TOPSOILTYPE 2 TOPSOIL
6" TYPE 1 TOPSOIL
OVER ON-SITE
SALVAGED
SANDY SOIL
PROPOSED
RESTROOM
ENCLOSURE
(SEE ARCH. SHEETS)
PROPOSED 6'
CRUSHED GRAVEL PATH
PROPOSED
ASPHALT PATH
PROPOSED 10'
ASPHALT PATH
PROPOSED 40-FT SPAN
PEDSTRIAN BRIDGE
SEE SHEET S-2.3
PROPOSED PINNED
FOUNDATION
BOARDWALK
SEE SHEET S-4
LEGEND:
6" TYPE 1 TOPSOIL
6" TYPE 2 TOPSOIL
TYPE 1 TOPSOIL OVER
ON-SITE SALVAGED SAND
12" BEACH SAND
STREAMBED COBBLES
ROCK ARMORING
CRUSHED ROCK PATH
ASPHALT PAVEMENT
COMMON FILL
CONCRETE
LARGE WOODY DEBRIS
PROPOSED
STREAMBED
PROPOSED
STREAMBED
4:1
4:1
20.5:122:1
+24.75'
4:1
WETLAND
STREAMBED
SUBSTRATE
1.5% MIN.
2% MAX.1.5%
WETLAND
+24.50'
CURB
WALL
PROPOSED
ASPHALT PATH
PROPOSED
ASPHALT PATH
PROPOSED
ASPHALT PATH
BRIDGE ABUTMENT,
SEE SHEET S-3.3
BRIDGE ABUTMENT,
SEE SHEET S-3.3
LARGE WOODY
DEBRIS
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
2%
12" TEMP. CREEK BERM
(TYP)
STREAMBED SUBSTRATE
LUND'S GULCH CREEK
MOW STRIP
+24.50'ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
0
20
40
0
20
40
0 20 40 60 80 100 117
ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
10
20
40
10
20
40
0 20 40 60 80 100 120 129
ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
10
20
40
10
20
40
0 20 40 60 80 100 119 ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
0
20
40
0
20
40
0 20 40 60 80 100
ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
10
20
40
10
20
40
0 20 40 60 80 100100
PROPOSED ESTUARY RESTORATION
EXISTING LUNDS
GULCH CREEK
EXISTING LUNDS
GULCH CREEK
PROPOSED
ESTUARY
RESTORATION
PROPOSED ESTUARY RESTORATION
VEGETATED FILTER STRIP
GRAVEL EDGE AT ASPHALT PATH
LANDSLIDE
PROTECTIVE
BARRIER WALL
13
CM-6
LOG EDGE
WILDLIFE
TREE SNAG
LOG EDGE
LOG EDGE
CONCRETE
PICNIC
TABLE PAD
1.5% MIN.
2% MAX.
2%
12" CRUSHED
ROCK PATH EDGE
6
CM-5
Nov 15, 2018 11:30am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Grading Plan_Sections.dwg 23 C-50
SCALE IN FEET
10 20
40265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
C-5
GRADING CROSS-SECTIONS (2 OF 4)23 75
PH/BS
CH/TG
BS
PH
1" = 10'
NOVEMBER 2018
SCALE:
SECTIOND
C-1 1" = 10'
SCALE:
SECTIONE
C-1 1" = 10'SCALE:
SECTIONG
C-1 1" = 10'
SCALE:
SECTIONF
C-1 1" = 10'
SCALE:
SECTIONH
C-1 1" = 10'
LEGEND:
6" TYPE 1 TOPSOIL
6" TYPE 2 TOPSOIL
TYPE 1 TOPSOIL OVER
ON-SITE SALVAGED SAND
12" BEACH SAND
STREAMBED COBBLES
ROCK ARMORING
CRUSHED ROCK PATH OR TRENCH
ASPHALT PAVEMENT
CONCRETE PATH
LARGE WOODY DEBRIS
PROPOSED RAILROAD BRIDGE
(SEE SHEETS X-XX THROUGH X-XX)
TYPE 1 TOPSOIL
TYPE 2 TOPSOIL
6" TYPE 1 TOPSOIL OVER ON-SITE SALVAGED SANDY SOIL
PROPOSED 6'
CRUSHED GRAVEL PATH
RESURFACED EXISTING
ASPHALT PATH
PROPOSED
ASPHALT PATH
4:1
4:1
50:1
80"
PROPOSED LOW MARSH PROPOSED HIGH MARSH
25:1
PROPOSED FRESHWATER WETLAND
PROPOSED RIPARIAN
2%
WET
BIOSWALE
EXISTING
GRADE
EXISTING
GRADE
EXISTING GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
CONC. PED PATH
MOW STRIP
PROPOSED RAILROAD BRIDGE
(SEE SHEETS X-XX THROUGH X-XX)
STREAMBED SUBSTRATEBEACH SAND BEACH SANDELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
0
20
0
20
0 20 40 60 80 100 120 140 160 180ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
20
40
20
40
0 20 40 60 80 92ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
0
20
0
20
0 20 40 60 80 100 107
ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
0
20
0
20
0 20 40 60 80 100 120 140 160 180 200 220 230
PROPOSED ESTUARY RESTORATION
GRAVEL
EDGE
VEGETATED
FILTER STRIP
LOG EDGE
1.5% MIN.
2% MAX.
1.5% MIN.
2% MAX. Nov 15, 2018 11:30am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Grading Plan_Sections.dwg 24 C-60
SCALE IN FEET
10 20
40265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
C-6
GRADING CROSS-SECTIONS (3 OF 4)24 75
PH/BS
CH/TG
BS
PH
1" = 10'
NOVEMBER 2018
SCALE:
SECTIONI
C-1 1" = 10'
SCALE:
SECTIONJ
C-1 1" = 10'
SCALE:
SECTIONK
C-2 1" = 10'SCALE:
SECTIONL
C-2 1" = 10'
ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
0
20
40
60
0
20
40
60
0 20 40 60 ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
0
20
40
60
0
20
40
60
0 20 40 60 80 100 ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
0
20
40
60
0
20
40
60
0 20 40 ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
0
20
40
60
0
20
40
60
-10 0 20 40
HAND-SHOVEL EXCAVATE
IMPROVED HYDROLOGIC
CONNECTION BETWEEN CREEK
AND POND AT SEASONAL
CONNECTION POINT
~18"
10'
CRUSHED
ROCK
PATH
RESURFACED
ASPHALT
PATH
CRUSHED
ROCK
PATH
APPROXIMATE HIGH
WATER LINE
LUNDS GULCH CREEK
3H:1V
OFF-CHANNEL POND
1.5% MIN.
2% MAX.
PROPOSED
RESTROOM
ENCLOSURE
(SEE ARCH. SHEETS)
6" TYPE 1 TOPSOIL
OVER ON-SITE
SALVAGED
SANDY SOIL
PROPOSED
GRADE
2%2%PROJECT BOUNDARYEASEMENT
IN PROCESS
PARK BOUNDARYNO GRADING
WITHIN 5-FOOT
WETLAND
BUFFER
1.5% MIN.
2% MAX.
2%
10'
LOW POINT/SWALE
2%
EXISTING
WETLAND
(TO BE
PROTECTED)
PROPOSED
RAILROAD BRIDGE
(SEE SHEETS X-XX
THROUGH X-XX)
PROPOSED
PEDESTRIAN BRIDGE
PROPOSED STREAMBED PROFILE
12" STREAMBED SUBSTRATE
4%
0.6%
EXISTING GRADE
PROPOSED GRADE
EXISTING STREAMBED PROFILE
ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
5X VERTICAL EXAGGERATION
0
10
20
30
0
10
20
30
68 100 150 200 250 300 350 400 450 482
40265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
Nov 15, 2018 11:31am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Grading Plan_Sections.dwg 25 C-70
SCALE IN FEET
30 60
0
SCALE IN FEET
10 20
C-7
GRADING CROSS SECTIONS (4 OF 4)25 75
PH/BS
CH/TG
BS
PH
1" = 10'
NOVEMBER 2018
SCALE:
SECTIONM
C-1 1" = 10'
SCALE:
SECTIONN
C-2 1" = 10'SCALE:
SECTIONO
C-1 1" = 10'SCALE:
SECTIONP
C-2 1" = 10'SCALE:
SECTIONQ
C-2 1" = 10'
BNSF RAILWAYPUGET
SOUND
LUN
D
S CREEKGUL
C
HBC-4CC-4EC-5DC-5AC-4GC-5FC-5HC-5C-6M
C-7
I
C-6
J
C-
6
N
C-7
O
C-7
L
C-6 PC-7PICNIC
TABLE
TOPSOIL TYPE 2
TOPSOIL TYPE 1
8' WIDE
CRUSHED
ROCK PATH
10' WIDE
ASPHALT PATH
40' PEDESTRIAN BRIDGE
BOARDWALK PATH
(SEE SHEET S-3.4)
6' WIDE
CRUSHED
ROCK PATH
WORK IN THIS AREA INCLUDES ROCK
ARMOR AND NEW RAILROAD BRIDGE
(SEE SHEETS X THROUGH X)
BEACH SAND
RESTROOM ENCLOSURE,
SEE SHEETS A-2.1-A-2.2
FOOTWASH AND
LANDSCAPE BOULDER
DRINKING FOUNTAIN
SEE UTILITY PLAN
SHEETPILE WALL WITH RAISED
CONCRETE EDGE BEGIN
10' WIDE
ASPHALT PATH
BRIDGE ABUTMENT
WINGWALLS
(SEE SHEET S-3.3)
CONCRETE PLINTH OR
PILASTER (SEE SHEET S-3.3)
BENCH (TYP)
SHEETPILE WALL
AND CONCRETE
CAP BEGIN
EXISTING PICNIC SHELTER
BOARDWALK ABUTMENT/
RETAINING WALL
CURB WALL
MOW STRIP
10' WIDE CRUSHED ROCK PATH
TAPERING TO EXISTING PATH
SHEETPILE WALL
WITH RAISED
CONCRETE EDGE END
SHEETPILE WALL
AND CONCRETE
CAP END
ADA PICNIC
TABLE
SEE DETAIL, THIS SHEET
PICNIC TABLE
BENCH (TYP)
GRILL
LANDSLIDE
PROTECTIVE BARRIER
BNSF RIGHT OF WAY
ADA
PICNIC
TABLE
PICNIC
TABLE
"WATERSHED"
INTERPRETIVE SIGN
"NATIVE AMERICAN"
INTERPRETIVE SIGN
"RAILROAD AND
RESTORATION"
INTERPRETIVE SIGN
GARBAGE RECEPTACLE (TYP.)
SEE RAILROAD BRIDGE
DRAWINGS FOR FENCING
WILDLIFE TREE
SNAG, TYP.
WILDLIFE TREE
SNAG, TYP.
END ASPHALT THICKENED EDGE PER
SNOHOMISH COUNTY STD DETAIL 4-145
BEGIN ASPHALT THICKENED
EDGE PER SNOHOMISH
COUNTY STD DETAIL 4-145
PLACE SALVAGED
DRIFTWOOD IN
REGRADED BEACH AREA
GRAVEL EDGE AT ASPHALT
PATH AND CONCRETE PADS
Nov 15, 2018 11:32am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Construction Materials Plan.dwg 26 CM-10
SCALE IN FEET
30 60
NORTH
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
CM-1
CONSTRUCTION MATERIALS PLAN (1 OF 3)26 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE PLANE
NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN COLOR.
SOME INFORMATION WILL BE LOST WITH BLACK AND
WHITE VIEWING.
4.PATHWAY WIDENING TO 10 FEET REQUIRES WORK ON
ADJACENT PROPERTY. OBTAINING AN EASEMENT FOR
THIS WORK IS UNDERWAY AND WILL BE COMPLETED
PRIOR TO CONSTRUCTION START DATE.MATCH LINE, SEE SHEET CM-24
CM-4
3
CM-4
8/9
CM-5 6
CM-5
7
CM-5
6
CM-5
7
CM-5
5
CM-4
10/11
CM-5
12
CM-6
12
CM-6
20
CM-7
LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
EXISTING ORDINARY HIGH WATER MARK (OHWM)
EXISTING MHHW (EL. +9.0' MLLW)
PROPOSED MHHW (EL. +9.0' MLLW)
6" TYPE 1 TOPSOIL AND JUTE FABRIC
6" TYPE 2 TOPSOIL AND COIR FABRIC
6" TYPE 1 TOPSOIL OVER
ON-SITE SALVAGED SANDY SOIL
12" BEACH SAND/GRAVEL
SHEETPILE WALL
STREAMBED LARGE WOODY DEBRIS
ESTUARY LARGE WOODY DEBRIS
ROCK ARMORING (SEE SHEET X)
STREAMBED AND SWALE COBBLES
CRUSHED ROCK PATH OR TRENCH
ASPHALT PAVEMENT
CONCRETE PATH/PAD
PEDESTRIAN BRIDGE (SEE DETAILS, SHEET S-4)
BOARDWALK PATH (SEE DETAILS, SHEET S-3.4)
EXISTING WETLAND TO BE PROTECTED
LOG EDGING
CHAIN LINK FENCE
PICNIC TABLE
ADA PICNIC TABLE
BENCH
GARBAGE RECEPTACLE
WILDLIFE TREE SNAGS
INTERPRETIVE SIGN MOUNTINGS
LANDSLIDE PROTECTIVE BARRIER
7
CM-5
12
CM-6
1
CM-4
23
CM-9
24
CM-9 5
CM-4
25
CM-9 26
CM-9
18
CM-7
12
CM-6
3, 4
CM-4
6
CM-5
15
CM-6
20
CM-7
21
CM-8
19
CM-7
24
CM-9
13/14
CM-6
UTILITY LOCATIONS:
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.
DETAIL, 1" = 10'
SHEETPILE WALL
WITH RAISED
CONC. EDGE
1
CM-4
CONC.
PAVING
4
CM-4
SHEETPILE WALL
WITH CONC.
CAP 3
CM-4
INTERPRETIVE
SIGN MOUNTING
5
CM-4
EXPANSION
JOINT (TYP.) 15'
MAX. SPACING
TOOL JOINT (TYP.)
5' MAX. SPACING 1
CM-4
1
CM-4
LOG
EDGING
23
CM-9
5
CM-4
5
CM-4
3
CU-4
BNSF RIGHT OF WAY
LUN
D
S CREEKGUL
C
H
LUN
D
S
G
U
L
C
H
CRE
E
K
OFF-CHANNEL
POND
KC-6N
C-7 PC-7QC-76" TYPE 1 TOPSOIL
OVER ON-SITE
SALVAGED SANDY SOIL
BOARDWALK ABUTMENT/
MOW STRIP
10' WIDE CRUSHED ROCK PATH
TAPERING TO EXISTING PATH
STORMWATER ROCK
LINED SWALE WITH
IMPERVIOUS LINER
PICNIC TABLE
SINGLE LWD TO BE BURIED INTO EXISTING
BANK OR THREADED THROUGH EXISTING
TREES AS DIRECTED BY THE ENGINEER
ROCK FACING
"WILDLIFE"
INTERPRETIVE SIGN
GARBAGE RECEPTACLE (TYP.)
ROCK FACING
Nov 15, 2018 11:32am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Construction Materials Plan.dwg 27 CM-20
SCALE IN FEET
30 60
NORTH
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
CM-2
CONSTRUCTION MATERIALS PLAN (2 OF 3)27 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE PLANE NORTH ZONE, NAD 83, U.S.
FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN COLOR. SOME INFORMATION
WILL BE LOST WITH BLACK AND WHITE VIEWING.
4.PATHWAY WIDENING TO 10 FEET REQUIRES WORK ON ADJACENT PROPERTY.
OBTAINING AN EASEMENT FOR THIS WORK IS UNDERWAY AND WILL BE
COMPLETED PRIOR TO CONSTRUCTION START DATE.
5.CONTRACTOR SHALL PROVIDE CONTINUOUS UTILITY SERVICE AND DRIVEWAY
ACCESS TO RANGER RESIDENCE.MATCH LINE, SEE SHEET CM-1MATCH LINE, SEE SHEET CM-3
22
CM-9
LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
EXISTING ORDINARY HIGH WATER MARK (OHWM)
EXISTING MHHW (EL. +9.0' MLLW)
PROPOSED MHHW (EL. +9.0' MLLW)
6" TYPE 1 TOPSOIL AND JUTE FABRIC
6" TYPE 2 TOPSOIL AND COIR FABRIC
6" TYPE 1 TOPSOIL OVER
ON-SITE SALVAGED SANDY SOIL
12" BEACH SAND/GRAVEL
SHEETPILE WALL
STREAMBED LARGE WOODY DEBRIS
ESTUARY LARGE WOODY DEBRIS
ROCK ARMORING (SEE SHEET X)
STREAMBED AND SWALE COBBLES
CRUSHED ROCK PATH OR TRENCH
ASPHALT PAVEMENT
CONCRETE PATH/PAD
PEDESTRIAN BRIDGE (SEE DETAILS, SHEET S-4)
BOARDWALK PATH (SEE DETAILS, SHEET S-3.4)
EXISTING WETLAND TO BE PROTECTED
LOG EDGING
CHAIN LINK FENCE
PICNIC TABLE
ADA PICNIC TABLE
BENCH
GARBAGE RECEPTACLE
WILDLIFE TREE SNAGS
INTERPRETIVE SIGN MOUNTINGS
LANDSLIDE PROTECTIVE BARRIER
7
CM-5
12
CM-6
1
CM-4
23
CM-9
24
CM-9 5
CM-4
25
CM-9 26
CM-9
18
CM-7
12
CM-6
3, 4
CM-4
6
CM-5
15
CM-6
20
CM-7
21
CM-8
19
CM-7
SEE SHEET RD-2 FOR CONSTRUCTION MATERIALS IN THIS AREA
REINFORCED TURF
DOWELED TWO-RAIL FENCE
16
CM-8
22
CM-9
UTILITY LOCATIONS:
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.
LOG
EDGING
23
CM-9
18
CM-7
17
CM-8
6" DIA. POST
WOOD GATE
5
CM-4
EXTEND FENCE TO
EXIST. BRIDGE RAILING
6" DIA. POST
Nov 15, 2018 11:32am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Construction Materials Plan.dwg 28 CM-30
SCALE IN FEET
30 60
NORTH
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
CM-3
CONSTRUCTION MATERIALS PLAN (3 OF 3)28 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.
4.CONTRACTOR SHALL PROVIDE CONTINUOUS
UTILITY SERVICE AND DRIVEWAY ACCESS TO
RANGER RESIDENCE.
MATCH LINE, SEE SHEET CM-2
LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
SEE SHEET RD-1 FOR CONSTRUCTION MATERIALS IN THIS AREA
UTILITY LOCATIONS:
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.
3/4" CHAMFER
TOP AND BOTTOM
VINYL SHEETPILE WALL
BEACH FINISHED
GRADE
CL
#4 REBAR 24" O.C.
FORM BOTTOM OF
CONCRETE
1" DIA. WEEPHOLE,
10" O.C.
#4 REBAR (4) TOTAL,
CONTINUOUS EXCEPT AT
EXPANSION JOINT.
OVERLAP 2' AT ENDS.
1
-
6"
12"
18"
9"9"
4' MIN. DEPTH
2'
6"
3" CLEAR, TYP
6", TYP
SCALE:
CONCRETE PAVING1
-NOT TO SCALE
5"
2"
VARIES
CONCRETE PAVINGTOOL JOINT
1"
3/16"
TYPICAL PAVING SECTION
VARIES
VARIES
VARIES VARIES
DIRECTION
OF BROOM
FINISH
PLAN
DIRECTION OF TRAVEL
SCALE:
SHEETPILE WALL WITH CONCRETE CAP3
-NOT TO SCALE
3/4" CHAMFER
TOP AND BOTTOM
VINYL SHEETPILE WALL
STREAMBED SUBSTRATE
FINISHED GRADE
CL
#4 REBAR 24" O.C.
CONCRETE
PAVING
FORM BOTTOM OF
CONCRETE
1" DIA. WEEPHOLE, 10" O.C.
#4 REBAR 8" O.C,
CONTINUOUS EXCEPT AT
EXPANSION JOINT.
OVERLAP 2' AT ENDS.
6"
18"
9"9"
6' MIN. DEPTH
24"
3" CLEAR,
TYP
12", MIN
EXPANSION
JOINT (TYP.)
SCALE:
SHEETPILE WALL WITH RAISED CONCRETE EDGE4
-NOT TO SCALE
2'-6"
TYPICAL TOOL JOINT DETAIL
SCALE:
INTERPRETIVE SIGN BASE5
-NOT TO SCALE
2"
24"
24"
24"
2'-6"
45°
2"
24"
2'-6"
2-6"
8"
8"
3" CLEAR
36"
TOOLED EDGE
3/8" RADIUS (TYP)
DARK GRAY SEALANT COLOR
REMOVABLE
JOINT CAP OR STRIP
3/8" THICK
EXPANSION JOINT
(20' MAXIMUM SPACING)
CONCRETE MOWSTRIP
NOTE: SPACING 15' MAX.
TERMINATE REINFORCING
EACH SIDE OF EXPANSION JOINT
1" RADIUS (TYP)
3" CLEAR (TYP)
3" CLEAR (TYP)
2" DEPTH CRUSHED ROCK
SURFACING BASE COURSE
1'-0"
6"3" CLEAR
3" CLEAR
2" CLEAR
EXPANSION JOINT SECTION (A-A')
NOTE: SEE SHEET CM-1 FOR JOINT LAYOUT
SCALE:
CONCRETE MOWSTRIP2
-NOT TO SCALE
7
CM-5
NOTE: PROVIDE EXPANSION JOINTS IN CONC. EDGE TO ALIGN WITH CONC.
PAVING (15' MAX SPACING)
NOTE: PROVIDE EXPANSION JOINTS IN CONC. EDGE
TO ALIGN WITH CONC. PAVING (15' MAX SPACING)
1
-
1
-
1
-
CONCRETE
PAVING
1"R TOOLED
EDGE (TYP)
CRUSHED SURFACING
BASE COURSE OR
RECYCLED AC BASE
COMPACTED
SUBGRADE
TOOL JOINT: 1" DEEP
1/4" WIDE - SEE DETAIL
TROWELED EDGING
AT EXPANSION JOINTS
3/8" EXPANSION JOINT
EACH WAY (TYP)
EXPANSION
JOINT (TYP)
CONCRETE
PAVING
CONCRETE FOOTING
24" x 36" FRAME FOR
INTERPRETIVE SIGN
WITH 3/4" PLYWOOD
BACKING PROVIDED
BY OWNER
CRUSHED SURFACING BASE COURSE (2")CONCRETE FOOTING
CRUSHED SURFACING
BASE COURSE (2")
BOARD FORMED
CONCRETE UPSTAND WALL
WITH 1/2" CHAMFERED CORNERS
TO MATCH PORTABLE TOILE ENCLOSURE UPSTANDS
INTERPRETIVE SIGN
5" DIA. PIPE, COLOR TO
MATCH PORTABLE TOILET
ENCLOSURE COLUMNS
1/4" CONT. WELD PIPE TO 1/4"
GALV. STEEL BACKING PLATE
BOARD FORMED
CONCRETE UPSTAND WALL
WITH 1/2" CHAMFERED CORNERS
TO MATCH PORTABLE TOILE
ENCLOSURE UPSTANDS
1/4" DIA. SCREW HOLES 2"
TRIANGULAR SPACING (TYP.)
24-1/2" X 26-1/2" X 1/4"
GALV. STEEL BACKING
PLATE WITH SCREW HOLES
3/4" X 3/4" X 1/8"
GALV. ANGLE IRON 4
SIDES, CONTINUOUS
95% COMPACT SUBGRADE
(2) #4 REBAR CONT. (TYP)
PLANTING BED
FINISH GRADE/TOPSOIL CRUSHED
ROCK PATH
SEE DETAIL 1, THIS SHEET,
FOR CROSS SECTION AND
EXPANSION JOINT DETAIL
1
-
4"
18" MIN.
QUARRY SPALLS
2" CRUSHED
ROCK
12"
MIN.
BEACH SAND/GRAVEL MIX
12"
18" MIN.
QUARRY SPALLS
2"
CRUSHED
ROCK
4"
12"
MIN.
DRAINAGE
GEOTEXTILE
DRAINAGE
GEOTEXTILE
TYP. SECTION
ELEVATION
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
Nov 15, 2018 11:32am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Construction Materials Plan.dwg 29 CM-4CM-4
CONSTRUCTION MATERIAL DETAILS (1 OF 6)29 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
SCALE:
TYPICAL ASPHALT PAVING - PATHWAY6
-NTS
SCALE:
CRUSHED ROCK PATH7
-NOT TO SCALE
2" MIN.
4" MIN.
1.5%
PLAN VIEW
1.5%1.5%5"
27"
20"
6"
7-3/4"
8-1/2"
ACCESS
DOOR
NOTES
1.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
2.SHOWN WITH OPTIONAL PF AND 1010 SURFACE CARRIER.
ACCESS
DOOR
NOTES
1.INSTALLATION TO BE COMPLETED
IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
SCALE:
FOOTWASH8
-NTS
20"
23 1/2"
29"
7 3/4"
8 1/2"
4" MIN.4" MIN.
4" MIN.
4" MIN.
16" THICKENED SLAB
AT MOUNTING BOLTS
11
CM-6
SLOPE TO DRAIN
SEE SHEET C-1
ASPHALT CONCRETE
PAVEMENT (3")
CRUSHED SURFACING BASE COURSE
OR RECYCLED AC BASE (6")
COMPACT SUBGRADE TO
95% MAX DRY DENSITY
ADA ACCESSIBLE CRUSHED SURFACING
COMPACTED TO 95% MAX DRY DENSITY
CRUSHED SURFACING BASE COURSE
COMPACTED TO 95% MAX DRY DENSITY
BACKFILL WITH NATIVE MATERIAL
FLUSH AT EDGE
WATER
2", 3" OR 4" OPEN HUB DRAIN
DRINKING
FOUNTAIN
3/4" WATER (HDPE SDR 11)
CONCRETE
PAVING
DRAIN SUMP
CONNECT TO 1-1/2" SCH 40 PVC
DRAIN LINE TO DRAIN SUMP
CONNECT 1/2" MIPT TO 3/4"
HDPE SDR 11 WITH 1/2" FIPT X
3/4" PACK JOINT CPLG
OPTIONAL 6" SS
SURFACE CARRIER
45° BEVELED EDGE
1/2" X 12" ZINC
PLATED ROD
ORIGINAL TEMPLATE
1/2" X 12" ZINC
PLATED ROD
3/8" NYLON REINFORCED
NYLON BRAID TUBING W/
1/2" MIP (WATER SUPPLY)
THICKENED CONC.
SLAB FOR MOUNTING
DRINKING
FOUNTAINS
11
CM-6
ATTACHED PET FOUNTAIN
ON OPPOSITE SIDE AS
SHOWN ABOVE (TOP VIEW)
2", 3" OR 4" OPEN HUB DRAIN, IF
POSSIBLE, OR RIGID CONNECTION
CONCRETE PAVING 1
CM-4
4" ∅ PVC DRAIN CONTINUES
TO INFILTRATION TRENCH
(SEE SHEET CU-1 FOR
DRAINAGE PIPE OUTLET)
11
CM-6
16" THICKENED SLAB
AT MOUNTING BOLTS
CONCRETE PAVING 1
CM-4
SCALE:
DRINKING FOUNTAIN10
-NTS
6" BENEATH BOULDER
CR. ROCK PAD
EQUALS WIDEST
EDGE OF
GRANITE BOULDER
CONCRETE PAVING
CONTINUOUS
EXPANSION JOINT
GRANITE BOULDER
FINISH GRADE
SEE PLAN FOR
SURFACE MATERIAL
SUBGRADE SOILS
COMPACT TO 95%
NOTE: INSTALL CRUSHED SURFACING TOP COURSE OR RECYCLED AC BASE FOR BOULDERS 4 CUBIC
FEET AND LARGER. FOR BOULDERS UNDER 4 CUBIC FEET PLACE ON 95% COMPACTED SUBGRADE
AND BURY IN 6-12" OF BEACH GRAVEL/RIVER ROCK.
1
CM-4
CRUSHED SURFACING TOP COURSE
SCALE:
LANDSCAPE BOULDER IN CONCRETE PAD9
-NTS
SECTION
COMPACT SUBGRADE TO
95% MAX DRY DENSITY
Nov 15, 2018 11:32am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Construction Materials Plan.dwg 30 CM-5APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
CM-5
CONSTRUCTION MATERIAL DETAILS (2 OF 6)30 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
PRE-CAST CONCRETE PICNIC TABLE BY DOTY
AND SONS (OR APPROVED EQUAL)
PICNIC TABLE ELEVATION
CONCRETE
SLAB
SCALE:
PICNIC TABLE AND BACKLESS BENCH12
-NOT TO SCALE
SECTION X-X': PICNIC TABLEXX'6'
4" TYP.
2'-6"
1'-6"
3"
35-1/2"
5'-6"
3"
6'
5"
6'
BACKLESS
BENCH
PRE-CAST CONCRETE
PICNIC TABLE BY DOTY AND SONS
(OR APPROVED EQUAL)
ADA PICNIC TABLE ELEVATION
CONCRETE
FOOTING XX'7'
4" TYP.
2'-6"
1'-6"
3"
6'
5"
FINISHED
GRADE
PICNIC TABLE AND BECH
CONCRETE CONNECTION DETAIL
SOURCE: DETAIL FROM RJTHOMAS MFG. CO., INC.SCALE:
ADA ACCESSIBLE GRILL14
-NOT TO SCALE
SOURCE: DETAIL FROM RJTHOMAS MFG. CO., INC.
SCALE:
GARBAGE RECEPTACLE15
-NOT TO SCALE
SOURCE: DETAIL FROM FAIRWEATHER SITE FURNISHINGS
SCALE:
GRILL13
-NOT TO SCALE
GRILL CONCRETE
CONNECTION DETAIL
1/2" SURFACE
MOUNT
GALVANIZED
ADHESIVE
ANCHOR BOLT
AND WASHERS
- PRE-DRILL
CONCRETE
BENCH LEG
1/2" SURFACE
MOUNT
GALVANIZED
ADHESIVE
ANCHOR BOLT
AND WASHERS
- PRE-DRILL
CONCRETE
GRILL POST
1/2" SURFACE
MOUNT
GALVANIZED
ADHESIVE
ANCHOR BOLT
AND WASHERS -
PRE-DRILL
CONCRETE
10
CM-5
8' MIN.3'-0"3'-0"
12"
12" MIN
SCALE:
DRINKING FOUNTAIN DRAIN SUMP CROSS SECTION11
-NTS
10
CM-5
DRINKING
FOUNTAIN
PER DETAIL
CLEANOUT WITH REMOVABLE CAP
GEOTEXTILE FOR UNDERGROUND
DRAINAGE (MODERATE SURVIVABILITY)
4" PERFORATED CPE DRAIN PIPE
1-1/2" DRINKING
FOUNTAIN DRAIN
GALV. STEEL ROUND GRATING, ~22" DIAM, MIN. 1-1/2" X
3/16" BARS SPACED AT 1-3/16" O.C. MAX, ANCHOR TO
CONC PIPE PER MANUFACTURER'S RECOMMENDATION
FINE MESH SCREEN WASHED ROUND ROCK
1-1/2" TO 3/4"
18" DIAM CONC PIPE
THICKENED
CONC. SLAB
4" CPE DRAIN PIPE
WASHED ROUND ROCK
1-1/2" TO 3/4"
BOTTOM SLOPE = 0 FT/FT
3'
NOTES:
1.LOCATION AND ORIENTATION OF DRAIN PIPE, TRENCH
AND DRINKING FOUNTAIN AS SHOWN ON SHEET CU-1.
2.PROVIDE SHOP DRAWING OF GRATING FOR APPROVAL
PRIOR TO INSTALLATION.
4" CPE DRAIN PIPE
SEE CONNECTION DETAIL
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
Nov 15, 2018 11:32am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Construction Materials Plan.dwg 31 CM-6CM-6
CONSTRUCTION MATERIAL DETAILS (3 OF 6)31 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
SCALE:
LANDSLIDE PROTECTIVE BARRIER20
-1"=4'
ELEVATION A-A'
2' (TYP.)
1' BELOW GRADE
PLAN VIEW
A A'
12'
30'
SOURCE: DETAIL FROM SHANNON & WILSON, INC.
NOTES: SEE SHEET CM-8 FOR VEGETATIVE WALL FACE DETAILS
FINISHED
GRADE
WELDED WIRE MAT (PER FINAL
DESIGN SPECIFICATION)
GRASSPAVE2 (OR APPROVED EQUAL) SQUARES
PLAN
ADJACENT GRASSPAVE2 (OR APPROVED EQUAL) SQUARES
19.7"
2.4"
0.9"
3.3"
6.6"9.8"
TOP OF GRASS ROOT MASS 6 MM
(1/4") ABOVE TOP OF RING
GRASSPAVE2 (OR APPROVED EQUAL)
ATTACH WITH SNAP-FIT FASTENERS
ROOT MASS TO FILL GRASSPAVE2 (OR
APPROVED EQUAL)
COMPACTED BASE COURSE
SPECIFICATIONS
UNIT SIZE - 20" X 20" X 1"
UNIT WEIGHT - 18 OZ. OR 4.5 POUNDS
STRENGTH - 5720 PSI
COLOR - BLACK (STANDARD)
RESIN - HDPE (WITH SOME POST-CONSUMER
<
<
RECYCLED CONTENT)
AVAILABLE IN 9 STANDARD ROLL SIZES
SCALE:
TYPICAL REINFORCED TURF DETAILS16
-NOT TO SCALE
6" MIN. TO 95% MAX DRY DENSITY
COMPACTED CRUSHED SURFACING BASE COURSE
RINGS FILLED WITH CONCRETE SAND
(CLEAN, SHARP SAND)SECTION
TOPSOIL OR MANUFACTURER SUPPLIED SOIL MIX BELOW RING
SEE REINFORCEMENT ENLARGEMENT
COMPACTED SUBGRADE
95% MODIFIED PROCTOR DENSITY
SEE EDGING
ENLARGEMENT
PLASTIC LANDSCAPE
ON THE TURF SIDE,
BE FLUSH W/ FINISH GRADE
TOP OF EDGING TO
NOTES:
1. 20' SECTIONS TO UTILIZE (5) 8" STEEL STAKES.
2. MINIMUM WALL THICKNESS OF 0.65".
3. COMPACT GRADES ADJACENT TO EDGING TO AVOID SETTING.
4. CONNECTION BETWEEN SECTION TO UTILIZE MANUFACTURER'S
SLIDING CONNECTION SYSTEM.
5. CORNERS - BEND EDGING AND FORM A CONTINUOUS CORNER.
EDGING
EDGING ENLARGEMENT
TURF REINFORCEMENT ENLARGEMENT
ON THE REINFORCED TURF SIDE, TOP OF EDGING TO
BE MAXIMUM OF 1/2" ABOVE SURFACE OF MATERIAL
REINFORCED TURF
8" STEEL STAKES TO SLIDE THROUGH
PRE-PUNCHED HOLES ON THE EDGING
PLAN
TYPICAL TURF SECTION
24
CM-8
SCALE:
DOWELED 2-RAIL WOOD FENCE17
-NOT TO SCALE
CONSTRUCTION NOTES:
1.SINGLE LWD WILL BE FIELD LOCATED AT TIME OF CONSTRUCTION BY THE ENGINEER.
2.EXCAVATE TRENCH FOR LOG. TRENCH SHOULD BE LONG ENOUGH TO EMBED LOG POLE 2/3 OF ITS LENGTH.
3.PLACE ROOTWAD LOG IN TRENCH AND BACKFILL TO EXISTING GRADE. PLACE EXCESS MATERIAL IN LEE OF STRUCTURE.
SCALE:
LWD BURIED IN STREAM BANK TYP. SECTION18
-1" = 10'
TYP.
ORDINARY
HIGH WATER
LOG BURIED
INTO BANK
2/3 BURIED
TYP. ORDINARY
HIGH WATER
LOGS
BURIED
IN BED
CONSTRUCTION NOTES:
1.LWD WILL BE FIELD LOCATED AT TIME OF CONSTRUCTION BY THE ENGINEER.
2.EXCAVATE STREAMBED FOR LOG. TRENCH SHOULD BE DEEP ENOUGH TO EMBED LOG POLE 2/3 OF ITS LENGTH.
3.PLACE ROOTWAD LOG IN TRENCH AND BACKFILL TO EXISTING GRADE WITH STREAMBED SUBSTRATE.
SCALE:
LWD BURIED IN ESTUARY BED TYP. SECTION19
-1" = 10'
SAND/GRAVEL OR
STREAMBED
SUBSTRATE2/3 BU
R
I
E
D
4" DIA. ROUND LOG RAIL
6" DIA. ROUND LOG POST
ASPHALT PATH
12" MIN. CLEAR
21
CM-8 HILLSIDE
(BEHIND) Nov 15, 2018 11:32am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Construction Materials Plan.dwg 32 CM-7APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
CM-7
CONSTRUCTION MATERIAL DETAILS (4 OF 6)32 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
Nov 15, 2018 11:33am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Construction Materials LWD Details.dwg CM-8APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
CM-8
CONSTRUCTION MATERIAL DETAILS (5 OF 6)33 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
SCALE:
LANDSLIDE BARRIER VEGETATIVE WALL FACE DETAILS21
-NOT TO SCALE
SOURCE: DETAIL FROM HILFIKER RETAINING WALLS.
20-25'
ABOVE
GROUND
SNAG
HEIGHT
BOTTOM OF
LOWEST BRANCH
MIN 10-FT FROM
FINISHED GRADE
NOTES:
1.USE ON-SITE SALVAGED CONIFER TREES AS
SNAGS. SELECTED TREES SHALL BE FIELD
APPROVED BY ENGINEER.
2.12" - 14" DIAMETER SNAG (AT FG).
3.BRANCHING SHALL BE FIELD APPROVED BY
ENGINEER. 3"-5" MIN. BRANCH DIAMETER. 4
BRANCHES MIN. TO REMAIN.
4.REMOVE BARK PRIOR TO INSTALLATION.
10'
1'
2' MIN
1'
1"
6" MIN. TRUNK
SCALE:
LOG EDGING DETAIL23
-NOT TO SCALE
6" MIN.
REBAR PIN 12" SUBGRADE
PENETRATION MIN.
1/4-1/2"
TOPSOIL
BURY LOGS 6" - 12"
SECTION
LAP JOINT ELEVATION
SCALE:
WILDLIFE TREE SNAG24
-NOT TO SCALESCALE:
ROCK FACING DETAIL22
-1"=1'
MINIMUM ROCK
SIZE(TOP)
1-MAN
2-MAN
SIZE(BASE)
2-MAN
3-MAN
(d)
12 INCHES
12 INCHES
(h)
2 FEET
4 FEET
ELEVATIONTYP. SECTION
ROCK FOR ROCK WALL SIZES ARE APPROXIMATE AS FOLLOWS:
AVERAGE DIMENSION (IN.)
12 - 18
18 - 28
28 - 36
36 - 48
48 - 54
54 - 60
ROCK WEIGHT (LBS.)
50 - 200
200 - 700
700 - 2,000
2,000 - 4,000
4,000 - 6,000
6,000 - 8,000
ROCK SIZE)
ONE MAN
TWO MAN
THREE MAN
FOUR MAN
FIVE MAN
SIX MAN
NOTE: FROM WSDOT STANDARD SPECIFICATIONS 2006.
NO TRAFFIC SURCHARGE
IN THIS AREA
4
1
SLOPE BACK
TOWARDS
THE CUT
12"
MIN.
12"12"
FINISH GRADE
ROCK FACING HEIGHT (h)
HEIGHT VARIES -
SEE GRADING PLAN
MIN. DEPTH 12"
STAPLES
TOP OF SLOPE ANCHOR DETAIL
JUTE FABRIC INSTALLATION, TOP OF SLOPE ISOMETRIC VIEW
NOT TO SCALE
2'-6"
12"
4'
MIN. 12"
OVERLAP
MIN. 4'
OVERLAP
NOTES:
1.SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS.
MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT.
2.LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT
WITH THE SOIL. DO NOT STRETCH.
3.MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE.
4.INSTALL JUTE MAT OVER ENTIRE PLANTING AREA. AVOID EXISTING TREES AND
EXISTING STUMPS.
5.WATTLES SHALL BE PLACED OVER JUTE MATTING. EXCAVATE WATTLE TRENCH
(SEE DETAIL XX) PRIOR TO PLACING JUTE FABRIC.
6.JUTE FABRIC SHALL BE ROLLED IN A CONTROLLED FASHION. INSTALL STAPLES
AS MAT IS UNROLLED. FABRIC SHALL NOT BE ALLOWED TO ROLL DOWN THE
SLOPE ON ITS OWN.
SCALE:
JUTE FABRIC SLOPE PROTECTION25
-NTS SCALE:
COIR FABRIC INSTALLATION26
-NTS
EMERGENT CONTAINER PLANT,
CUT "X" IN FABRIC, 2' SPACING
2" x 2" X 2' WOOD STAKES
(TYP)
WRAP END OF COIR FABRIC
AND STAKE 12" DEEP MIN
4
L-4
BEACH
SAND/GRAVEL MIX
2'
(MIN)
4' EACH WAY TYP WOOD STAKE SPACING
12"
BRANCHING
(SEE NOTE 3)
FINISH GRADE (TYP)
CRUSHED ROCK
SURFACING
BASE COURSE
18" TOPSOIL TYPE 1
SLOPE SURFACES 2% (TYP)
AWAY FROM SNAG
TREAT SNAG WITH SURFACE APPLIED
WOOD PRESERVATIVE (SEE NOTE 5)
BOTTOM OF LOG
FINISH GRADE
LOG
MATCH LOG DIAMETER
(1" TOLERANCE) AT LAP JOINT
#4 REBAR PIN
PRE-DRILL HOLE (1 PER JOINT)
RECESS PIN 1/4" BELOW LOW SURFACE
TOPSOIL
NON-WOVERN GEOTEXTILE FOR
UNDERGROUND DRAINAGE
UNDISTURBED SOIL OR
COMPACTED SUBGRADE 95%
2-4" QUARRY SPALLS
6" CPE PERFORATED UNDERDRAIN
IN GRAVEL BACKFILL FOR DRAINS,
PROVIDE MIN. 3" COVER ALL
AROUND
FOUNDATION TO BE DESIGNED TO PROVIDE A MIN. OF SOIL BEARING
PRESSURE OF 2000 PSF. WHERE NATIVE SOILS DO NOT PROVIDE 2000
PSF SOIL BEARING PRESSURE OVER-EXCAVATE 12" AND BACKFILL WITH
DRAINAGE COURSE UNDERLAYING BY FILTER FABRIC.
FINISH GRADE
TOP OF ROCK FACING
3:1 M
A
X
.
SLOP
E
RE-USED ON-SITE ROCK FOR
ROCK WALL AND CHINKING
MATERIAL
NOTE: SEE SPECIFICATIONS FOR LOG DIA.
12" TOPSOIL TYPE 2
NATIVE SUBGRADE SOILS
COIR FABRIC
TRENCH, STAKE, AND BACKFILL LANDWARD EDGE OF COIR FABRIC
Nov 15, 2018 11:33am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Construction Materials LWD Details.dwg CM-9APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
CM-9
CONSTRUCTION MATERIAL DETAILS (6 OF 6)34 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
MATCHLINE, SEE SHEET RD-2STA 5+38.91 TO STA 6+38.91 (12' TO 15'± LT)
SOIL NAIL REINFORCEMENT, SEE NOTE 7,
THIS SHEET, AND SHEETS RD-6 AND RD-7
STA 2+44.37 TO STA 3+24.37 (8'± LT)
SOIL NAIL REINFORCEMENT, SEE NOTE 7,
THIS SHEET, AND SHEETS RD-6 AND RD-7
100' ±
80'
21'
21'
REPAIR PAVEMENT BEFORE OVERLAY,
~6' WIDE X ~24' LONG PATCH,
SEE NOTE 6
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
CUT ROOT AND REPAIR PAVEMENT
BEFORE OVERLAY, WIDTH OF PAVEMENT,
3' WIDE PATCH, SEE NOTE 6
STA 0+38.51 TO STA 9+80.00
CLEAN EX DITCH AND REMOVE MOSS
AND VEGETATION, SEE NOTE 5
STA 0+38.51
SAWCUT, BEGIN APSHALT OVERLAY
MATCH EX PAVEMENT SURFACE, SEE NOTE 4
STA 0+38.51 TO STA 0+48.51
FEATHER GRIND FOR OVERLAY TRANSITION
1
RD-4
2
RD-4
2
RD-4
2
RD-4
2
RD-4
0+00
1+00
2+00
3+00 4+005+006+007+008+009+00ELEVATION IN FEET20
40
60
80
100
120
140
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380
HORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
360 380 400 420 440 460 480 500 520 540 560 580 600 620 640 660 680 700 720 740
Nov 15, 2018 11:34am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Road Plan.dwg 35 RD-140265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
MATCH LINE,SEE ABOVEMATCH LINE,SEE SHEET RD-2RD-1
ROADWAY PLAN (1 OF 2)35 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
SCALE:
ROAD PROFILE-
-1" = 30'
0
SCALE IN FEET
30 60
NORTH
NOTES:
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 SOIL NAIL REINFORCEMENT
ARE APPROXIMATE. VERIFY LOCATIONS WITH THE
GEOTECHNICAL ENGINEER PRIOR TO COMPLETING THE
WORK. SEE DRAWINGS RD-6 AND RD-7 FOR
ADDITIONAL DETAILS.
8.CONTRACTOR SHALL PROVIDE CONTINUOUS UTILITY
SERVICE AND DRIVEWAY ACCESS TO RANGER RESIDENCE.MATCH LINE,SEE BELOWLEGEND:
PROJECT BOUNDARY
EXISTING CONTOUR
EXISTING OHWM
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
TREE TO REMAIN
EXISTING WETLAND TO BE PROTECTED
PAVEMENT TO BE REMOVED AND REPLACED
GRIND AND OVERLAY EXISTING ASPHALT PAVEMENT
SPIRAL NAIL ROAD REINFORCEMENT (SEE DETAILS,
SHEETS RD-6 AND RD-7)
LEGEND, PROFILE
EXISTING GRADE
10
11
UTILITY LOCATIONS:
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.
L4.50%1.5%3.90%
4.90%4.50%
4.50%3:11.5%
4.90%1.5%1.5%50454025262730292831323334353639383736
5560657035SLOPE AWAY FROM SLAB,
MIN 2%, ALL SIDES
FS=35.26
MATCH EX, FS=36.49
SD
SD
SD
SD
SD
SDSD
SD
STORMWATER PIPE
SEE UTILITY PLAN
8.22%1.5%1.5%1.5%1.75%
15.0%
FS=36.76
FS=36.53
STA 13+57.37
END ASPHALT REPLACEMENT
STA 13+71.59
MATCH EX
1.75%FS=36.13
FS=36.17
MATCHLINE
SEE SHEETS C-2 AND CM-2 FOR MATERIALS AND
GRADING BEYOND ACCESS ROAD AND PARKING AREA
STA 9+80.00
SAWCUT, BEGIN APSHALT REPLACEMENT
MATCH EX PAVEMENT SURFACE
BEGIN SWALE REPLACEMENT
END ASHALT OVERLAY
STA 12+70.00
END ACCESS ROAD
BEGIN PARKING AREA
STA 12+33.09
BEGIN 1.5% CROSS SLOPE TO RT
STA 12+12.42
END 1.5% CROSS SLOPE TO LT
STA 11+25.64 (17.89' LT)
BEGIN ASPHALT THICKENED EDGE PER
SNOHOMISH COUNTY STD DETAIL 4-145
STA 12+01.54 (15.42' LT)
END THICKENED EDGE
STA 11+14.80
BEGIN 1.5% CROSS SLOPE TO LT
END SWALE
STA 11+06.54
END 1.5% CROSS SLOPE TO RT
MATCHLINE, SEE SHEET RD-112'-6"
6'-3"
10'-6"
5'-0"
40'
STA 9+70.00 TO STA 9+80.00
FEATHER GRIND FOR OVERLAY TRANSITION
1
RD-4
END OF SWALE, SEE DETAIL 3
RD-51.5%STA 9+42.87 TO STA 10+17.87 (8'± LT)
SOIL NAIL REINFORCEMENT, SEE NOTE 7,
THIS SHEET, AND SHEETS RD-6 AND RD-7
21'
75±'
STA 0+38.51 TO STA 9+80.00
CLEAN EX DITCH AND REMOVE MOSS
AND VEGETATION, SEE NOTE 5
PLACE TOP SOIL AND PLANT ALL
DISTURBED AREAS AND CUT
AND FILL SLOPES, MIN 3'
PLANTING WIDTH, SEE DWG L-3
STA 10+37.94 (7.75' LT)
BEGIN, RAISE O REPLACE EX
GUARD RAIL TO MATCH
ROADWAY FINISHED GRADE
STA 11+06.00 (15.19' LT)
RAISE OR REPLACE GUARD RAIL
TERMINAL END SECTION TO MATCH
ROADWAY FINISHED GRADE
6+007+008+009+0010+0011+0012+0013+0014+00HORIZONTAL DISTANCE IN FEET
NO VERTICAL EXAGGERATION
20
40
60
80
100
120
140
660 680 700 720 740 760 780 800 820 840 860 880 900 920 940 960 980 1000 1020 1040 1060 1080 1100 1120 1140 1160 1180 1200 1220 1240 1260 1280 1300 1320 1340 1360 1380 1400
-15.00%
-8.22%
-1.75%-6.67%GRADE BREAK STA = 9+80.00ELEV = 71.835GRADE BREAK STA = 13+57.37ELEV = 36.591GRADE BREAK STA = 13+71.59ELEV = 35.64360.00' VC
PVI STA:11+40.00
PVI ELEVATION:47.83PVC STA:11+10ELEVATION: 52.33PVT STA:11+70ELEVATION: 45.3760.00' VC
PVI STA:12+55.00
PVI ELEVATION:38.38PVC STA:12+25ELEVATION: 40.85PVT STA:12+85ELEVATION: 37.86 Nov 15, 2018 11:34am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Road Plan.dwg 36 RD-20
SCALE IN FEET
30 60
NORTH
40265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
LEGEND:
PROJECT BOUNDARY
EXISTING CONTOUR
EXISTING OHWM
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
TREE TO REMAIN
EXISTING WETLAND TO BE PROTECTED
PAVEMENT TO BE REMOVED AND REPLACED
GRIND AND OVERLAY EXISTING ASPHALT PAVEMENT
SPIRAL NAIL ROAD REINFORCEMENT (SEE DETAILS,
SHEETS RD-6 AND RD-7)
LEGEND, PROFILE
EXISTING GRADE
PROPOSED GRADE
RD-2
ROADWAY PLAN (2 OF 2)36 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
10
11
MATCH LINE,SEE SHEET RD-1SCALE:
ROAD PROFILE-
-1" = 30'
NOTES:
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 SOIL NAIL REINFORCEMENT
ARE APPROXIMATE. VERIFY LOCATIONS WITH THE
GEOTECHNICAL ENGINEER PRIOR TO COMPLETING THE
WORK. SEE DRAWINGS RD-6 AND RD-7 FOR
ADDITIONAL DETAILS.
8.CONTRACTOR SHALL PROVIDE CONTINUOUS UTILITY
SERVICE AND DRIVEWAY ACCESS TO RANGER RESIDENCE.
UTILITY LOCATIONS:
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.
CL
CL
1.5%
CL
WIDTH VARIES, 12'-6" ± TO 29'-0"±
6'-3"6'-3"3'-6"
1'
VARIES, 6-3" TO 16'-0"±6'-3"
6'-3"VARIES, 19'-6" ± MAX
1.5%
CL
CL
VARIES VARIES
1.5%
10'-6"6'-3"
1-1/2" HMA CL 1/2" OVERLAY
2" EX ASPHALT (NOTE 2)
4" EX CRUSHED BASE COURSE
EX GUARD RAIL TO REMAIN
EX TEX P
EX W, 2-1/2" PVCEX S, 1-1/2" IN 3" SLEEVE
EX SWALE, CLEAN PER
NOTE 5, DWG RD-1
EX GUARD RAIL, RAISE OR
REPLACE TO MATCH INCREASE
IN ROAD ELEVATION
3" HMA CL 1/2" , PG 64-22
3" HMA CL 1" , PG 64-22
6" CSBC
EX TEX P
EX W, 2-1/2" PVCEX S, 1-1/2" IN 3" SLEEVE
DRAINAGE SWALE
2H:1V MAX
DRAINAGE SWALE
EX TEX P
EX W, 2-1/2" PVCEX S, 1-1/2" IN 3" SLEEVE
3" HMA CL 1/2" , PG 64-22
3" HMA CL 1" , PG 64-22
6" CSBC
SLOPE
TRANSITIONS
3" HMA CL 1/2" , PG 64-22
3" HMA CL 1" , PG 64-22
6" CSBC
2H:1V MAX
ASPHALT THICKENED EDGE, WHERE SHOWN, PER
SNOHOMISH COUNTY STD DETAIL 4-145
EX GROUND
EX ACESS ROAD SURFACE, CLEAN AND
APPLY TACK COAT PRIOR TO OVERLAY
EX GROUND
EX ACCESS ROAD SURFACE
EX GROUND EX ACCESS ROAD SURFACE
EX GROUND EX ACCESS ROAD SURFACE
EX GROUND
EX ACESS ROADS SURFACE
SLOPE
TRANSITIONS
2H:1V MAX
3" HMA CL 1/2" , PG 64-22
3" HMA CL 1" , PG 64-22
6" CSBC
2H:1V MAX
EX GROUND
3" HMA CL 1/2" , PG 64-22
3" HMA CL 1" , PG 64-22
6" CSBC
EX SURFACE
2H:1V MAX
2H:1V MAX2H:1V MAX
CL
SCALE:
TYPICAL ACCESS ROADWAY SECTION - STA 11+15 TO STA 12+12D
RD-2 1" = 3'
SCALE:
TYPICAL ACCESS ROADWAY SECTION - STA 12+12 TO STA 12+33E
RD-2 1" = 3'
SCALE:
TYPICAL ACCESS ROADWAY SECTION - STA 12+33 TO STA 12+70F
RD-2 1" = 3'SCALE:
TYPICAL ACCESS ROADWAY SECTION - STA 10+89 TO STA 11+15C
RD-2 1" = 3'
SCALE:
TYPICAL ACCESS ROADWAY SECTION - STA 9+80 TO STA 10+89B
RD-2 1" = 3'
SCALE:
TYPICAL ACCESS ROADWAY SECTION - STA 0+30 TO STA 9+80A
RD-2 1" = 3' Nov 15, 2018 11:34am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Road Plan.dwg 37 RD-30
SCALE IN FEET
3 6
40265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
LEGEND:
EXISTING GRADE
PROPOSED GRADE
RD-3
TYPICAL ACCESS ROADWAY SECTIONS 37 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
NOTES:
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.EXISTING UTILITIES SHOWN HAVE NOT BEEN
FIELD VERIFIED. LOCATIONS SHOWN ARE
BASED ON PARK AS-BUILT DRAWINGS AND
MAY NOT BE ACCURATE. THE CONTRACTOR
SHALL FIELD VERIFY LOCATIONS OF ALL
EXISTING UTILITIES AS INDICATED ON SHEET
G-3.
5.THE DEPTH AND THICKNESS OF EXISTING
PAVEMENT AND BASE MATERIALS HAVE
NOT BEEN FIELD VERIFIED. THE DEPTH AND
THICKNESS OF EXISTING PAVEMENT AND
BASE MATERIALS IS SHOWN BASED ON
PARK AS-BUILT DRAWINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE DEPTH AND THICKNESS OF
EXISTING PAVEMENT AS REQUIRED TO
COMPLETE THE WORK.
6.CRUSHED SURFACING BASE COURSE (CSBC)
SHALL BE PLACED AND COMPACTED, PER
THE SPECIFICATIONS, PRIOR TO PLACING
AND COMPACTING ASPHALT.
10'-6"40'
EX GROUND
3" HMA CL 1/2" , PG 64-22
3" HMA CL 1" , PG 64-22
6" CSBC
2H:1V MAX
EX PARKING SURFACE
PARKING BUMPER
5' PEDESTRIAN ACCESS
1.5%
CL
EX GROUND (ISLAND)
2H:1V MAX
79'
3" HMA CL 1/2" , PG 64-22
3" HMA CL 1" , PG 64-22
6" CSBC1.75%
EX WOOD RAIL FENCE, TO REMAIN
SCALE:
TYPICAL PARKING AREA SECTION - STA 12+70 TO STA 13+52F
RD-2 1" = 4'
SCALE:
TYPICAL PARKING AREA SECTION - PARALLEL TO CENTERLINE, 20' RTG
RD-2 1" = 4' Nov 15, 2018 11:34am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Road Plan.dwg 38 RD-40
SCALE IN FEET
4 8
40265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
RD-4
TYPICAL PARKING AREA SECTIONS 38 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
NOTES:
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.EXISTING UTILITIES SHOWN HAVE NOT BEEN FIELD
VERIFIED. LOCATIONS SHOWN ARE BASED ON PARK
AS-BUILT DRAWINGS AND MAY NOT BE ACCURATE. THE
CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL
EXISTING UTILITIES AS INDICATED ON SHEET G-3.
5.THE DEPTH AND THICKNESS OF EXISTING PAVEMENT AND
BASE MATERIALS HAVE NOT BEEN FIELD VERIFIED. THE
DEPTH AND THICKNESS OF EXISTING PAVEMENT AND BASE
MATERIALS IS SHOWN BASED ON PARK AS-BUILT
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR VERIFYING THE DEPTH AND THICKNESS OF EXISTING
PAVEMENT AS REQUIRED TO COMPLETE THE WORK.
6.CRUSHED SURFACING BASE COURSE (CSBC) SHALL BE
PLACED AND COMPACTED, PER THE SPECIFICATIONS, PRIOR
TO PLACING AND COMPACTING ASPHALT.
LEGEND:
EXISTING GRADE
PROPOSED GRADE
SCALE:
OVERLAY TRANSITION DETAIL1
RD-1 NTS
JOINT WITH EX PAVEMENT JOINT WITH NEW PAVEMENT
1-1/2" HMA CL 1/2" OVERLAY
2" EX ASPHALT
4" EX CRUSHED BASE COURSE
1-1/2" HMA CL 1/2" OVERLAY
2" EX ASPHALT
4" EX CRUSHED BASE COURSE
FEATHER GRIND FOR OVERLAY TRANSITION, 10'
EX PAVEMENT
FEATHER GRIND FOR OVERLAY TRANSITION, 10'
BEGIN AT EX JOINT
SAWCUT, APPLY TACK COAT AT JOINTAPPLY TACK COAT PRIOR TO OVERLAY APPLY TACK COAT PRIOR TO OVERLAY
NOTES:
1.THE DEPTH AND THICKNESS OF EXISTING PAVEMENT
AND BASE MATERIALS HAVE NOT BEEN FIELD VERIFIED.
THE DEPTH AND THICKNESS OF EXISTING PAVEMENT
AND BASE MATERIALS IS SHOWN BASED ON PARK
AS-BUILT DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING THE DEPTH AND
THICKNESS OF EXISTING PAVEMENT AS REQUIRED TO
COMPLETE THE WORK.
SCALE:
END OF SWALE DETAIL3
RD-2 1" = 3'
NEW PAVEMENT
EX THICKNESS +1" MIN, HMA CL 1/2" PG 64-22
9" MIN CSBC
EX PAVEMENT EX PAVEMENT
NOTES:
1.DAMAGE TO EXISTING ASPHALT SHALL BE REPAIRED PRIOR TO
OVERLAY. VERIFY LOCATIONS FOR REPAIR BY WALKING THE
ROADWAY WITH OWNER PRIOR TO OVERLAY.
2.THE DEPTH AND THICKNESS OF EXISTING PAVEMENT AND BASE
MATERIALS HAVE NOT BEEN FIELD VERIFIED. THE DEPTH AND
THICKNESS OF EXISTING PAVEMENT AND BASE MATERIALS IS SHOWN
BASED ON PARK AS-BUILT DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING THE DEPTH AND THICKNESS OF
EXISTING PAVEMENT AS REQUIRED TO COMPLETE THE WORK.
3.WHERE DAMAGE HAS BEEN CAUSE BY A ROOT, CUT THE ROOT AT THE
EDGE OF THE ROADWAY AND REMOVE THE ROOT COMPLETELY FROM
UNDER THE ROADWAY. INSTALL MIN 80 MIL TREE ROOT BARRIER
OVER REMAINING ROOT. VERIFY ROOT REMOVAL WITH OWNER'S
ARBORIST PRIOR TO CUTTING ANY TREE ROOTS FOR PAVEMENT
REPAIR.
SAWCUT, APPLY
TACK COAT AT JOINT
SAWCUT, APPLY
TACK COAT AT JOINT
GEOTEXTILE
SCALE:
TYPICAL SWALE SECTIONA
_NTS
3'-6"
1.5%
R=1' MINR=1' MIN
1'
1H:1V MAX 1H:1V MAX
3" HMA CL 1/2" , PG 64-22
3" HMA CL 1" , PG 64-22
6" CSBC
1H:1V MAX
SCALE:
TYPICAL PAVEMENT REPAIR DETAIL2
RD-1 NTS
SD11+00 Nov 15, 2018 11:34am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Road Plan.dwg 39 RD-540265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
RD-5
ROADWAY AND PARKING AREA DETAILS 39 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018A-FS=51.75
RIM=51.00
WETLAND BOUNDARY,
DO NOT DISTURB
FS=51.75
PROTECT EX
COMMUNICATIONS
PEDESTAL52
53
54
SPIRAL SOIL NAIL WITH SPIDER
HUB, TYP, SEE SHEET RD-7
EX ROADWAY AND SWALE
TOP OF SLOPE
EX GUARD RAIL, TO REMAIN
5' TYP
15° TYP
2'
NOTES:
1.ROADWAY SLOPE AREAS TO BE REINFORCED ARE SHOWN ON SHEETS
RD-1 AND RD-2. EXTENT OF AREAS TO BE REINFORCED SHALL BE
CONFIRMED WITH THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO
COMPLETING THE WORK.
2.THE EXACT LOCATION AND SPACING OF SOIL NAILS MAY BE MODIFIED IN
THE FIELD, UNDER THE DIRECTION OF THE PROJECT GEOTECHNICAL
ENGINEER, AS NEEDED TO AVOID TREES, ROOTS, AND OTHER
OBSTRUCTIONS.
SCALE:
TYPICAL SPIRAL NAIL ROADWAY REINFORCEMENT SECTION4
RD-1 NTS
30' LONG
,
T
Y
P A-SCALE:
TYPICAL ROADWAY REINFORCEMENT ELEVATIONA
-NTS
TOP OF SLOPE AT ACCESS ROADWAY
SPIRAL NAIL WITH SPIDER
HUB, TYP, SEE SHEET RD-7
VARIES, SEE RD-1 AND RD-2, SEE NOTE 1
5' TYP HOR SPACING
2'
ROADWAY REINFORCEMENT AREA
Nov 15, 2018 11:34am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Road Plan.dwg 40 RD-640265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
RD-6
ROADWAY REINFORCEMENT ELEVATIONS AND
SECTIONS 40 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
Nov 15, 2018 11:35am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Road Plan.dwg 41 RD-740265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
RD-7
SPIRAL NAIL ROADWAY REINFORCEMENT DETAILS 41 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
SCALE:
SPIRAL NAIL DETAILS5
-NTS
SOURCE: DETAIL FROM AZIZ ENGINEERING COMPANY
SPECIFICATIONS AND CONSTRUCTION NOTES
1.CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE, DRAWINGS, SPECIFICATIONS, AND CONSTRUCTION SEQUENCE. ALL
SPIRALNAIL WORK AND TESTING SHALL BE CONDUCTED BY, UNDER OBSERVATION OF, AND AS DIRECTED IN THE FIELD BY THE UNDERSIGNED
GEOTECHNICAL ENGINEER.
2.2.5-INCH DIAMETER SPIRALNAILS® SHALL BE HILFIKER SHOP FABRICATED SQUARE-SECTION SPIRALLED STEEL TUBING (ASTM A500 GRADE B
(42kai, 0.218-INCH WALL THICKNESS) COLD FORMED FROM 2-INCH DIAMETER PIPE TO PRODUCE ONE COMPLETE SPIRAL TWIST PER EACH 4-ft
TUBE LENGTH; WITH A SHOP WELDED CONE FORMED AT THE TIP. SPIRALNAIL AND ALL ITS COMPONENTS SHALL BE HOT-DIP GALVANIZED
SOON AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 (AASHTO M-111) (2 OZ/SF MINIMUM COATING THICKNESS).
3.FOR SLOPE CONFINEMENT, SPIRALNAILS AFTER DRIVEN SHALL BE TIED TO SEATTLE STYLE SPIDERS SYSTEM, 6-ft FLAT DIAMETER AS MEASURED
TO LEG ENDS. SEE THIS SHEET FOR SPECIFICATIONS.
4.THE MANUFACTURER SHALL PROVIDE A CERTIFICATE OF COMPLIANCE FOR ALL FABRICATED WALL MATERIALS AND COMPONENTS TO HAVE
BEEN FABRICATED AND TREATED AT THE TIME OF CONSTRUCTION MEETING THE REQUIREMENTS OF APPLICABLE ASTM AND AASHTO
SPECIFIED STANDARDS HERE AND ELSEWHERE IN THE PLANS.
5.THE ENGINEER WILL LOAD TEST SELECT SPIRALNAILS AFTER DRIVEN IN PLACE TO ASSURE ADEQUATE DESIGN YIELD STRENGTH AT LOCATIONS
TO BE SELECTED AFTER OBSERVING THE NAIL DRIVING RESISTANCE. ADDITIONAL SPIRALNAILS SHALL BE TESTED, AS DETERMINED BY THE
ENGINEER IF SOIL TYPES ENCOUNTERED VARY FROM DESIGN. THE TESTING SHALL TAKE PLACE AT LEAST 24 HOURS AFTER THE SPIRALNAIL IS
DRIVEN. THE LOAD TEST SHALL CONSIST OF SUSTAINED LOADS TO RESIDUAL DISPLACEMENT (TYPICALLY 10 MINUTES) APPLIED IN
APPROXIMATELY 10% INCREMENTS OF THE DESIGN YIELD STRENGTH (Fy) OF THE SPIRALNAIL. THE INCREMENTAL LOADING SHALL BE APPLIED
UNTIL 150-PERCENT OF THE Fy IS ACHIEVED OR UNTIL PULLOUT FAILURE IS GENERATED. FAILURE OCCURS WHEN A STRAIN DEFLECTION
GREATER THAN 2.0 INCH IS OBSERVED OVER A 10-MINUTE PERIOD UNDER THE MAXIMUM SUSTAINED LOAD. IN CASE OF FAILURE, THE
ADJACENT NAILS SHALL BE TESTED UNDER MAX LOAD WHILE THE ENGINEER REEVALUATE SOIL NAILING DESIGN. TESTING SHALL BE IN
ACCORDANCE WITH THE CURRENT TESTING PROCEDURE AND USING THE APPARATUS SUPPLIED BY THE SPIRALNAIL MANUFACTURER. THE
LOAD TESTING APPARATUS SHALL BE IN CUSTODY OF THE GEOSTRUCTURES ENGINEER FOR THE DURATION OF CONSTRUCTION. A TYPICAL
SPIRALNAIL PULLOUT LOAD TEST TAKES UP TO ONE DAY TO COMPLETE IN THE FIELD.
DRIVING HAMMER, CONTROLS AND PULLOUT TESTER ARE AVAILABLE FROM THE SUPPLIER. THE INSTALLER SHALL PROVIDE HYDRAULIC POWER
AND THE HOISTING SYSTEM SUCH AS A SUITABLE EXCAVATOR OR CRANE. CONTACT THE SUPPLIER BELOW TO COORDINATE THE HAMMER
WEIGHT. MINIMUM HYDRAULIC POWER SUPPLY AND FITTING SIZES. SPIRALNAIL®, SEATTLE SPIDERS ARE MANUFACTURED BY:
HILFIKER RETAINING WALLS
3900 BROADWAY
EUREKA, CA 95502
(800) 762-8962 | (707) 443-2981 FAX
HILFIKER.COM
LUNDS G
U
L
C
H
CRE
E
K
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD
SD
SD
SD
SD
SDSDSDSDSDSDSD9+0010+0011+0012+0013+0014+00 Nov 15, 2018 11:35am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Road Plan.dwg 42 RD-80
SCALE IN FEET
10 20
NORTH
40265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
LEGEND:
PROJECT BOUNDARY
EXISTING CONTOUR
EXISTING OHWM
TREE TO REMAIN
EXISTING WETLAND TO BE PROTECTED
PAVEMENT TO BE REMOVED AND REPLACED
GRIND AND OVERLAY EXISTING ASPHALT PAVEMENT
SPIRAL NAIL ROAD REINFORCEMENT
RD-8
PARKING AREA STRIPING PLAN 42 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
NOTES:
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 SOIL NAIL REINFORCEMENT
ARE APPROXIMATE. VERIFY LOCATIONS WITH THE
GEOTECHNICAL ENGINEER PRIOR TO COMPLETING THE
WORK. SEE DRAWINGS RD-6 AND RD-7 FOR
ADDITIONAL DETAILS.
8.CONTRACTOR SHALL PROVIDE CONTINUOUS UTILITY
SERVICE AND DRIVEWAY ACCESS TO RANGER RESIDENCE.
PRE-CAST CONCRETE WHEEL STOP, TYP
ADA PARKING STALL, TYP OF 6, PER WSDOT STD PLAN M-17.10-02
8', TYP
19'
5', TYP
4" WHITE LINE, PAINT, TYP
VAN ACCESSIBLE ADA PARKING STALL, TYP OF 6, PER WSDOT STD PLAN M-17.10-02
HANDICAP MARKING, TYP
11'
BNSF RAILWAYPUGET
SOUND
LUN
D
S CREEKGUL
C
H
SD SD
S
D
S
DWW
W
W W
W W W WSD
SDSD92 LF
12" CPE SD
8
8
L
F
1
2
"
C
P
E 24 25 2610
9
12
13
14
17
18
2012
13
14
15
16
1
7
20
11
10
9
9 10111213141521212
2
15
2311
22251
9
16
26212724292818 19
242322
1213111415161718192010
9
11
81098769
10910118 89272829303120191817
16
15
14
13
1211
TYPE 1 CB W/ HERRINGBONE GRATE
WET BIO-FILTRATION SWALE
185 LF, S = 2% MAX
3' WIDE BOTTOM
LOG DROP STRUCTURE
COBBLE SCOUR
PROTECTION
IE SWALE = 22.04
TYPE 1 CB W/
BEEHIVE GRATE
LOG EDGE,
ONE 12" ∅ LOG HIGH
TYPE 2 CB W/ SOLID COVER
OUTLET TO ROCK-LINED SWALE
IE = 11.00 (12" CPE)
REPLACE EX DRINKING FOUNTAIN AND SUMP
SHEET FLOW DISPERSION AREA
SHEET FLOW DISPERSION AREA
COBBLE SCOUR
PROTECTION
2" X 3/4" TEE TO DRINKING FOUNTAIN
2" X 3/4" TEE TO EX VALVE BOX
STORM DRAIN,
SEE PROFILE A,
SHEET CU-3
6 LF
12" CPE
TYPE 1 CB W/ SOLID COVER
DRINKING FOUNTAIN TRENCH DRAIN
TYPE 1 CB W/ HERRINGBONE GRATE
57 LF8" CPESTORM DRAIN,
SEE PROFILE C,
SHEET CU-3
STORM DRAIN,
SEE PROFILE B,
SHEET CU-3
ROCK-LINED SWALE (STREAMBED COBBLE) EXTEND TO MHHW
2" X 1" REDUCER
270
L
F
1" D
R
1
1
HD
P
E
CONNECT 1" HDPE WATER SERVICE TO FOOT WASH
24 LF
8" CP
E
OUTLET TO ESTUARY
IE=11.75 (8" CPE)
OUTLET PROTECTION
TYPE 1 CB W/ BEEHIVE GRATE
INSTALL GRAVEL SPLASH TRENCH AROUND
RESTROOM SHELTER AT ROOF LINE
ROCKERY
PLAT CENTERLINE
UNDERGROUND STORM LINE
UNDERGROUND SEWER GRAVITY LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND WATER LINE
UNDERGROUND POWER LINE
FENCING
UNDERGROUND SEWER FORCEMAIN LINE
BNSF CENTERLINE
Nov 15, 2018 11:36am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Utility Plan.dwg 43 CU-1PARK BOUNDARY
PROJECT BOUNDARY
BNSF RIGHT OF WAY
WATER PIPE
STORMWATER PIPE
FOUNDATION DRAIN
SWALE
CATCH BASIN, TYPE 1
CATCH BASIN, TYPE 2
DRINKING FOUNTAIN
WETLAND TO BE PROTECTED
TREE TO REMAIN
W
SD
0
SCALE IN FEET
30 60
NORTH
NOTES:
1.SURVEY PROVIDED BY DHA, DATED JUNE 2017.
2.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
3.VERTICAL DATUM: NAVD 88
4.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.
LEGEND:MATCH LINE, SEE SHEET CU-240265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
B
CU-4
C
CU-4
CU-1
UTILITY PLAN (1 OF 2)43 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018
A
CU-4
GENERAL UTILITY NOTES:
1.FOR DEMOLITION OF EXISTING UTILITIES, SEE DRAWINGS D-1 THROUGH D-3.
2.EXISTING UTILITIES - THE CONTRACTOR SHALL FIELD VERIFY THE DEPTH, LOCATION, SIZE, AND MATERIAL OF
EXISTING UTILITIES PRIOR TO CONSTRUCTION, AS OUTLINED IN THE SPECIFICATIONS AND IN THE EXISTING
UTILITY NOTES ON DRAWING G-3. THE CONTRACTOR SHALL POTHOLE TO VERIFY THE DEPTH, LOCATION,
SIZE, AND MATERIAL OF EXISTING BURIED UTILITIES. RECOMMENDED POTHOLE LOCATIONS ARE SHOWN ON
THESE DRAWINGS FOR GUIDANCE, BUT ADDITIONAL OR DIFFERENT POTHOLES MAY NEED TO BE
COMPLETED TO MEET THESE REQUIREMENTS. WHERE POTHOLING INDICATES A POTENTIAL CONFLICT AT A
UTILITY CROSSING, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE.
3.FOR UTILITY STORM DRAIN ELEVATIONS, SEE STORM DRAIN PROFILES ON DRAWING CU-3.
4.PIPE ZONE BEDDING AND BACKFILL SHALL BE PER
5.PARK WATER METER SHOWN ON SHEET EC-3.
BNSF RIGHT OF WAY
1
CU-4
10/11
CM-5
11
CM-5
STANDARD UTILITY DETAILS
SYMBOL AGENCY STANDARD
DETAIL DESCRIPTION
SNOHOMISH
CO. PW 5-120 CATCH BASIN DETAILS
WSDOT B-05.20-02 CATCH BASIN TYPE 1
WSDOT B-10.20-02 CATCH BASIN TYPE 2
WSDOT B-30.20-04 RECTANGULAR SOLID
METAL COVER
WSDOT B-30.30-03 RECTANGULAR VANED
GRATE
WSDOT B-30.50-03 RECTANGULAR
HERRINGBONE GRATE
WSDOT B-30.70-04 CIRCULAR FRAME (RING)
AND COVER
WSDOT B-55.20-00 PIPE ZONE BEDDING AND
BACKFILL
1
2
3
4
5
6
7
8
1 2
1 2137
1 2 5
1 2 4
8
2
CU-4
2
CU-4
UTILITY LOCATIONS:
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.
3
CU-4
LUN
D
S CREEKGUL
C
H
LUN
D
S
G
U
L
C
H
CRE
E
K
OFF-CHANNEL
POND
SD
SD
SD
SD
SD
SDSD
SD
W W
W
50 LF12" CPE
42
L
F
12"
C
P
E
52 LF
12" CPE30 LF8" CPE
61 LF
12" CPE
114 L
F
12" C
P
E
104 LF12" C
PE
2
9
2
L
F
2
"
D
R
1
1
H
D
P
E26
50454025262730292831323334353639383736
556065703527282930313233343535
34
TYPE 1 CB W/ BEEHIVE GRATE
TYPE 1 CB W/ VANED GRATE
TYPE 1 CB W/ VANED GRATE
TYPE 1 CB W/ HERRINGBONE GRATE
TYPE 1 CB W/ HERRINGBONE GRATE
TYPE 1 CB W/ SOLID COVER
TYPE 1 CB W/ HERRINGBONE GRATE
OUTLET TO WET BIO-FILTRATION SWALE
IE = 27.00 (12" CPE)
OUTLET PROTECTIONWET BIO-FILTRATION SWALE
185 LF, S = 2% MAX
3' WIDE BOTTOM LOG EDGE,
TWO 12" ∅ LOGS HIGH
24 LF
12" CPE
LOG DROP STRUCTURE
COBBLE SCOUR
PROTECTION
IE SWALE = 22.04
LOG EDGE,
ONE 12" ∅ LOG HIGH
CPLG, CONNECT TO EX 2-1/2" PVC W
2" 45° HDPE BEND
STORM DRAIN, SEE
PROFILE A, SHEET CU-3
STORMWATER SWALE, SEE RD-232 LF8" CPETYPE 1 CB W/ HERRINGBONE GRATE
TYPE 1 CB W/ HERRINGBONE GRATE
STORM DRAIN, SEE
PROFILE D, SHEET CU-3
STORM DRAIN, SEE
PROFILE E, SHEET CU-3
ROCKERY
PLAT CENTERLINE
UNDERGROUND STORM LINE
UNDERGROUND SEWER GRAVITY LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND WATER LINE
UNDERGROUND POWER LINE
FENCING
UNDERGROUND SEWER FORCEMAIN LINE
BNSF CENTERLINE
Nov 15, 2018 11:36am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Utility Plan.dwg 44 CU-240265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
CU-2
UTILITY PLAN (2 OF 2)44 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018MATCH LINE, SEE SHEET CU-1A
CU-4
1
CU-4
0
SCALE IN FEET
30 60
NORTH
NOTES:
1.SURVEY PROVIDED BY DHA, DATED JUNE 2017.
2.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
3.VERTICAL DATUM: NAVD 88
4.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.
5.CONTRACTOR SHALL PROVIDE CONTINUOUS
UTILITY SERVICE AND DRIVEWAY ACCESS TO
RANGER RESIDENCE.
GENERAL UTILITY NOTES:
1.FOR DEMOLITION OF EXISTING UTILITIES, SEE DRAWINGS D-1 THROUGH D-3.
2.EXISTING UTILITIES - THE CONTRACTOR SHALL FIELD VERIFY THE DEPTH, LOCATION, SIZE, AND MATERIAL OF
EXISTING UTILITIES PRIOR TO CONSTRUCTION, AS OUTLINED IN THE SPECIFICATIONS AND IN THE EXISTING
UTILITY NOTES ON DRAWING G-3. THE CONTRACTOR SHALL POTHOLE TO VERIFY THE DEPTH, LOCATION,
SIZE, AND MATERIAL OF EXISTING BURIED UTILITIES. RECOMMENDED POTHOLE LOCATIONS ARE SHOWN ON
THESE DRAWINGS FOR GUIDANCE, BUT ADDITIONAL OR DIFFERENT POTHOLES MAY NEED TO BE
COMPLETED TO MEET THESE REQUIREMENTS. WHERE POTHOLING INDICATES A POTENTIAL CONFLICT AT A
UTILITY CROSSING, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE.
3.FOR UTILITY STORM DRAIN ELEVATIONS, SEE STORM DRAIN PROFILES ON DRAWING CU-3.
4.PIPE ZONE BEDDING AND BACKFILL SHALL BE PER
5.PARK WATER METER SHOWN ON SHEET EC-3
PARK BOUNDARY
PROJECT BOUNDARY
WATER PIPE
STORMWATER PIPE
SWALE
CATCH BASIN, TYPE 1
CATCH BASIN, TYPE 2
DRINKING FOUNTAIN
WETLAND TO BE PROTECTED
TREE TO REMAIN
W
SD
LEGEND:
STANDARD UTILITY DETAILS
SYMBOL AGENCY STANDARD
DETAIL DESCRIPTION
SNOHOMISH
CO. PW 5-120 CATCH BASIN DETAILS
WSDOT B-05.20-02 CATCH BASIN TYPE 1
WSDOT B-10.20-02 CATCH BASIN TYPE 2
WSDOT B-30.20-04 RECTANGULAR SOLID
METAL COVER
WSDOT B-30.30-03 RECTANGULAR VANED
GRATE
WSDOT B-30.50-03 RECTANGULAR
HERRINGBONE GRATE
WSDOT B-30.70-04 CIRCULAR FRAME (RING)
AND COVER
WSDOT B-55.20-00 PIPE ZONE BEDDING AND
BACKFILL
1
2
3
4
5
6
7
8
8
1 2 6
1 2 4
1 2 6
1 2 6
1 2 6
1 2 6
1 2 5
1 2 5
1 2
UTILITY LOCATIONS:
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.
C
CU-4
ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
3X VERTICAL EXAGGERATION
-10
0
10
20
30
40
50
-10
0
10
20
30
40
50
0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40
ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
3X VERTICAL EXAGGERATION
10
20
30
40
50
60
70
10
20
30
40
50
60
70
4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60TYPE 1 CB W/ BEEHIVE GRATERIM=22.21STA:3+22TYPE 2 CB W/ SOLID COVERRIM=21.10IE=16.96 (12" CPE, E)IE=11.88 (12" CPE, NW)IE=16.18 (8" CPE, N)STA:2+23TYPE 1 CB W/ BEEHIVE GRATERIM=51.00IE=46.12 (12" CPE, N)STA:9+56TYPE 1 CB W/ VANED GRATERIM=44.26IE=40.37 (12" CPE, S)IE=40.34 (12" CPE, NW)STA:9+06TYPE 1 CB W/ VANED GRATERIM=41.00IE=36.98 (12" CPE, SE)IE=36.95 (12" CPE, W)STA:8+64TYPE 1 CB W/ HERRINGBONE GRATERIM=37.28IE=33.28 (12" CPE, E)IE=33.25 (12" CPE, W)IE=33.28 (8" CPE, S)STA:8+11TYPE 1 CB W/HERRINGBONE GRATERIM=36.21IE=32.33 (12" CPE, E)IE=32.31 (12" CPE, W)IE=32.33 (8" CPE, S)STA:7+50TYPE 1 CB W/ SOLID COVERRIM=35.22IE=30.60 (12" CPE, E)IE=30.57 (12" CPE, SW)STA:6+36ROCK-LINED SWALE (EXTEND TO MHHW)WET BIO-FILTRATION SWALE (185 LF)88 LF 12" ∅ CPE SD
S=1.00%
6 LF 12" ∅ CPE SD
S=1.00%
104 LF 12" ∅ CPE SD
S=2.50%
114 LF 12" ∅ CPE SD
S=1.50%
61 LF 12" ∅ CPE SD
S=1.50%
52 LF 12" ∅
CPE SD
S=7.00%
42 LF 12" ∅
CPE SD
S=8.00%
50 LF 12" ∅ CPE SD
S=11.50%
3/4"∅ W STA 4+32LOG DROP STRUCTUREIE=26.20 (US)IE=25.20 (DS)STA 3+81LOG DROP STRUCTUREIE=24.20 (US)IE=23.20 (DS)2"∅ W
2%
2%
2%
IE=11.00
24 LF 12" ∅ CPE SD
S=1.00%
92 LF 12" ∅ CPE SD
S=2.00%TYPE 1 CB W/HERRINGBONE GRATERIM=30.50IE=27.97 (12" CPE, NE)IE=27.94 (12" CPE, SW)STA:5+32TYPE 1 CB W/SOLID COVERRIM=23.57IE=18.82 (12" CPE, S)IE=18.80 (12" CPE, W)STA:3+154" ∅ SD
2"∅ W MATCHLINESEE BELOW1 1/2" ∅ SS FM,
3" ∅ SLEEVE
2"∅ P
2"∅ COMM
2 1/2"∅ W ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
3X VERTICAL EXAGGERATION
-10
0
10
20
30
40
50
-10
0
10
20
30
40
50
0 30 60 80TYPE 2 CB W/SOLID COVERRIM=21.10IE=16.96 (12" CPE, E)IE=11.88 (12" CPE, NW)IE=16.18 (8" CPE, N)STA:2+23RIM=20.75IE=16.75 (8" CPE, S)TYPE 1 CB W/HERRINGBONE GRATE57 LF 8" ∅ CPE SD
S=1.00%ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
3X VERTICAL EXAGGERATION
0
10
20
30
40
50
60
0
10
20
30
40
50
60
0 30 60TYPE 1 CB W/HERRINGBONE GRATERIM=36.21IE=32.33 (12" CPE, E)IE=32.31 (12" CPE, W)IE=32.33 (8" CPE, S)STA:7+5032 LF 8" ∅
CPE SD
S=1.50%TYPE 1 CB W/HERRINGBONE GRATERIM=36.60IE=32.81 (8" CPE, N)STA:7+50ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
3X VERTICAL EXAGGERATION
10
20
30
40
50
60
70
10
20
30
40
50
60
70
0 30 60TYPE 1 CB W/HERRINGBONE GRATERIM=37.28IE=33.28 (12" CPE, E)IE=33.25 (12" CPE, W)IE=33.28 (8" CPE, S)STA:8+11TYPE 1 CB W/HERRINGBONE GRATERIM=38.10IE=33.73 (12" CPE, N)STA:8+2530 LF 8"
∅ CPE SD
S=1.50%ELEVATION IN FEETHORIZONTAL DISTANCE IN FEET
3X VERTICAL EXAGGERATION
-20
-10
0
10
20
30
40
-20
-10
0
10
20
30
40
0 30 40RIM=14.35IE=11.99 (8" CPE, NE)TYPE 1 CB W/BEEHIVE GRATE Nov 15, 2018 11:36am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Utility Plan.dwg 45 CU-30
SCALE IN FEET
30 60
NOTES:
1.SURVEY PROVIDED BY DHA, DATED JUNE 2017
2.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
3.VERTICAL DATUM: NAVD 88
4.SEE SHEETS CU-1 AND CU-2 FOR STANDARD
UTILITY DETAIL LEGEND.
40265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
HORIZ. SCALE:
VERT. SCALE:
1" = 30'
STORM DRAIN PROFILEA
CU-1/CU-2 1" = 10'
LEGEND, PROFILE
EXISTING GRADE
PROPOSED GRADEMATCH LINE, SEE ABOVECU-3
STORM DRAIN PROFILE 45 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
HORIZ. SCALE:
VERT. SCALE:
1" = 30'
STORM DRAIN PROFILEC
CU-1 1" = 10'
HORIZ. SCALE:
VERT. SCALE:
1" = 30'
STORM DRAIN PROFILED
CU-2 1" = 10'
HORIZ. SCALE:
VERT. SCALE:
1" = 30'
STORM DRAIN PROFILEE
CU-2 1" = 10'
HORIZ. SCALE:
VERT. SCALE:
1" = 30'
STORM DRAIN PROFILEB
CU-1 1" = 10'
IE = 11.75
OUTLET PROTECTION
1
CU-4
IE=27.70
OUTLET
PROTECTION
1
CU-4
1
3
7
1
2
4
1
2
1
2
6
1
2
4
1
2
6
1
2
6
1
2
5
1
2
5
1
2
1
2
1
3
7
1
2
5
1
2
6
1
2
6 1
2
6
1
2
6
A
CU-4
C
CU-4
C
CU-4
SCALE:
TYPICAL WET BIO-FILTRATION SWALE SECTIONA
C-12 1" = 3'
3H 1V 3H1V
3' MIN
BASE
8" MIN. COMPOST
AMENDED SOIL
WITHOUT LOG EDGE
EX GROUND
VARIES
3' MIN
WITH LOG EDGE
12" MIN
CRUSHED SHOULDER
6" MIN. CRUSHED
BASE COURSE
ASPHALT PATHWAY
1.5%
3' MIN
BASE
3H1V
8" MIN. COMPOST
AMENDED SOIL
MIN 12" ∅ LOG EDGE , TYP
3H 1V
EX GROUND
SCALE:
WET BIO-FILTRATION SWALE - LOG DROP DETAILC
C-12 1" = 3'
SECTION D-D'
PROFILE
3H 1V
3H1V
3' MIN
BASE
EX GROUND
8" MIN. COMPOST
AMENDED SOILMIN 12" ∅ LOG EDGE, TYP
LOGS AND CHANNEL
DOWNSTREAM OF DROP
4" DESIGN
DEPTH
4" DESIGN
DEPTH
4" DESIGN
DEPTH
2.0%
2.0%
8" MIN. COMPOST
AMENDED SOIL
MIN 12" ∅ LOG EDGE, TYP
STREAMBED AND SWALE
SUBSTRATE, MIN 8" DEEP
5' MIN
12" DROP
SWALE INVERT
TOP OF BANK
SCALE:
TYPICAL OUTFALL SWALE SECTIONB
C-12 1" = 3'
STREAMBED AND SWALE
SUBSTRATE, MIN 12" DEEP
3' MIN
BASE
7'-0"
2H
1V
2H
1V
12"
6" TOPSOIL WITH
HIGH TIDAL MARSH
PLANTING DD'12" MIN
CRUSHED SHOULDER
6" MIN. CRUSHED
BASE COURSE
ASPHALT PATHWAY
1.5%
12" MIN
12" MIN
CRUSHED SHOULDER
6" MIN. CRUSHED
BASE COURSE
ASPHALT PATHWAY
1.5%
SCALE:
SHEET FLOW DISPERSION AREA2
CU-1 1" = 3'
12" MIN
CRUSHED SHOULDER
6" MIN. CRUSHED
BASE COURSE
ASPHALT PATHWAY
1.5%
10' VEGETATED FILTER STRIP
15% MAX
TOPSOIL
SCALE:
SPLASH TRENCH3
CU-1 1" = 3'
2' SPLASH TRENCH (UNDER ROOF LINE)
1'-6"
SLAB ON GRADE FOR
RESTROOM ENCLOSURE
(SEE DWG S2.2)
2.0%
23
CM-9 LOG EDGE
23
CM-9
23
CM-9
D
STREAMBED AND
SWALE SUBSTRATE,
MIN 12" DEEP
STREAMBED
COBBLES
2xD MIN.2xD MIN.
1xD MIN. (MEASURED ALONG SLOPE)
5xD MIN. (MEASURED ALONG SLOPE)
D
5xD MIN.
1xD MIN.
PROFILE
SEE SECTION
SECTION
SCALE:
OUTLET PROTECTION1
CU-1 NTS
40265 +&94+%'STATE O F WASHIN
G
TONREGISTER E DPROF
E
SSIONAL E N G INEERAPPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
Nov 15, 2018 11:36am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Utility Plan.dwg 46 CU-4CU-4
DRAINAGE DETAILS 46 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGSGeneral Structural NotesCRITERIAQUALITY ASSURANCEGEOTECHNICALCONCRETEAPPROVED FOR CONSTRUCTIONBY:R/W PERMIT NO.DATEDESCRIPTIONAPP'DDATEBYREVISIONSREVONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLYDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:MEADOWDALE BEACH PARKAND ESTUARY DESIGN18-XXXXXSHEET # OF90% DESIGN SUBMITTAL, NOT FOR CONSTRUCTIONPFN: 18-XXXXX LDASECTION 5, TOWNSHIP 27 N., RANGE 4 Ep: 206.443.6212 ssfengineers.com2124 Third Avenue - Suite 100 - Seattle, WA 98121Copyright 2017 Swenson Say Fagét - All Rights ReservedLSDNHDBDMDJSNovember 2018S1.1GENERAL STRUCTURAL NOTES5575
THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGSGeneral Structural NotesANCHORAGESTEELWOODAPPROVED FOR CONSTRUCTIONBY:R/W PERMIT NO.DATEDESCRIPTIONAPP'DDATEBYREVISIONSREVONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLYDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:MEADOWDALE BEACH PARKAND ESTUARY DESIGN18-XXXXXSHEET # OF90% DESIGN SUBMITTAL, NOT FOR CONSTRUCTIONPFN: 18-XXXXX LDASECTION 5, TOWNSHIP 27 N., RANGE 4 Ep: 206.443.6212 ssfengineers.com2124 Third Avenue - Suite 100 - Seattle, WA 98121Copyright 2017 Swenson Say Fagét - All Rights ReservedLSDNHDBDMDJSNovember 2018S1.2GENERAL STRUCTURAL NOTES5675
2A3CD1BAPPROVED FOR CONSTRUCTIONBY:R/W PERMIT NO.DATEDESCRIPTIONAPP'DDATEBYREVISIONSREVONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLYDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:MEADOWDALE BEACH PARKAND ESTUARY DESIGN18-XXXXXSHEET # OF90% DESIGN SUBMITTAL, NOT FOR CONSTRUCTIONPFN: 18-XXXXX LDASECTION 5, TOWNSHIP 27 N., RANGE 4 Ep: 206.443.6212 ssfengineers.com2124 Third Avenue - Suite 100 - Seattle, WA 98121Copyright 2017 Swenson Say Fagét - All Rights ReservedLSDNHDBDMDJSNovember 2018S2.1STRUCTURAL OVERVIEW SITE PLAN57751" = 30'
2A3CD1B2A3CD1BRoof Framing PlanPlan NotesLegendFoundation PlanPlan NotesLegendAPPROVED FOR CONSTRUCTIONBY:R/W PERMIT NO.DATEDESCRIPTIONAPP'DDATEBYREVISIONSREVONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLYDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:MEADOWDALE BEACH PARKAND ESTUARY DESIGN18-XXXXXSHEET # OF90% DESIGN SUBMITTAL, NOT FOR CONSTRUCTIONPFN: 18-XXXXX LDASECTION 5, TOWNSHIP 27 N., RANGE 4 Ep: 206.443.6212 ssfengineers.com2124 Third Avenue - Suite 100 - Seattle, WA 98121Copyright 2017 Swenson Say Fagét - All Rights ReservedLSDNHDBDMDJSNovember 2018S2.2TOILET ENCLOSURE STRUCTURAL PLANS58751/4" = 1'-0"
APPROVED FOR CONSTRUCTIONBY:R/W PERMIT NO.DATEDESCRIPTIONAPP'DDATEBYREVISIONSREVONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLYDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:MEADOWDALE BEACH PARKAND ESTUARY DESIGN18-XXXXXSHEET # OF90% DESIGN SUBMITTAL, NOT FOR CONSTRUCTIONPFN: 18-XXXXX LDASECTION 5, TOWNSHIP 27 N., RANGE 4 Ep: 206.443.6212 ssfengineers.com2124 Third Avenue - Suite 100 - Seattle, WA 98121Copyright 2017 Swenson Say Fagét - All Rights ReservedLSDNHDBDMDJSNovember 2018S2.3PEDESTRIAN BRIDGE ABUTMENT ANDBOARDWALK PLANS59751/8"=1'-0"Above Grade PlanFoundation PlanFoundation Plan NotesLegendPlan NotesLegendLoad Map at Boardwalk
1592610481211Typical Corner Bars at Concrete Walls and FootingsPipe and Trench LocationsTypical Slab JointsAPPROVED FOR CONSTRUCTIONBY:R/W PERMIT NO.DATEDESCRIPTIONAPP'DDATEBYREVISIONSREVONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLYDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:MEADOWDALE BEACH PARKAND ESTUARY DESIGN18-XXXXXSHEET # OF90% DESIGN SUBMITTAL, NOT FOR CONSTRUCTIONPFN: 18-XXXXX LDASECTION 5, TOWNSHIP 27 N., RANGE 4 Ep: 206.443.6212 ssfengineers.com2124 Third Avenue - Suite 100 - Seattle, WA 98121Copyright 2017 Swenson Say Fagét - All Rights ReservedLSDNHDBDMDJSNovember 2018S3.1TOILET ENCLOSURE STRUCTURALTYPICAL CONCRETE DETAILS60753/4"=1'-0"
15926103114812Typical Slab Edge15926103114812APPROVED FOR CONSTRUCTIONBY:R/W PERMIT NO.DATEDESCRIPTIONAPP'DDATEBYREVISIONSREVONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLYDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:MEADOWDALE BEACH PARKAND ESTUARY DESIGN18-XXXXXSHEET # OF90% DESIGN SUBMITTAL, NOT FOR CONSTRUCTIONPFN: 18-XXXXX LDASECTION 5, TOWNSHIP 27 N., RANGE 4 Ep: 206.443.6212 ssfengineers.com2124 Third Avenue - Suite 100 - Seattle, WA 98121Copyright 2017 Swenson Say Fagét - All Rights ReservedLSDNHDBDMDJSNovember 2018S3.2TOILET ENCLOSURE STRUCTURAL CONCRETE DETAILS6175LSDNHDBDMDJS3/4" = 1'-0" U.N.O.AUGUST 2018
1592671141215926711412APPROVED FOR CONSTRUCTIONBY:R/W PERMIT NO.DATEDESCRIPTIONAPP'DDATEBYREVISIONSREVONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLYDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:MEADOWDALE BEACH PARKAND ESTUARY DESIGN18-XXXXXSHEET # OF90% DESIGN SUBMITTAL, NOT FOR CONSTRUCTIONPFN: 18-XXXXX LDASECTION 5, TOWNSHIP 27 N., RANGE 4 Ep: 206.443.6212 ssfengineers.com2124 Third Avenue - Suite 100 - Seattle, WA 98121Copyright 2017 Swenson Say Fagét - All Rights ReservedLSDNHDBDMDJSNovember 2018S3.3PEDESTRIAN BRIDGE CONCRETE ABUTMENT DETAILS62753/4" = 1'-0" U.N.O.
15926103412Section Without Post15926103412APPROVED FOR CONSTRUCTIONBY:R/W PERMIT NO.DATEDESCRIPTIONAPP'DDATEBYREVISIONSREVONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLYDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:MEADOWDALE BEACH PARKAND ESTUARY DESIGN18-XXXXXSHEET # OF90% DESIGN SUBMITTAL, NOT FOR CONSTRUCTIONPFN: 18-XXXXX LDASECTION 5, TOWNSHIP 27 N., RANGE 4 Ep: 206.443.6212 ssfengineers.com2124 Third Avenue - Suite 100 - Seattle, WA 98121Copyright 2017 Swenson Say Fagét - All Rights ReservedLSDNHDBDMDJSNovember 2018S3.4BOARDWALK DETAILS63753/4" = 1'-0" U.N.O.
159261037114812159261037114812APPROVED FOR CONSTRUCTIONBY:R/W PERMIT NO.DATEDESCRIPTIONAPP'DDATEBYREVISIONSREVONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLYDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:MEADOWDALE BEACH PARKAND ESTUARY DESIGN18-XXXXXSHEET # OF90% DESIGN SUBMITTAL, NOT FOR CONSTRUCTIONPFN: 18-XXXXX LDASECTION 5, TOWNSHIP 27 N., RANGE 4 Ep: 206.443.6212 ssfengineers.com2124 Third Avenue - Suite 100 - Seattle, WA 98121Copyright 2017 Swenson Say Fagét - All Rights ReservedLSDNHDBDMDJSNovember 2018S4.1RESTROOM ENCLOSURE DETAILS64753/4" = 1'-0" U.N.O.
Nov 15, 2018 11:36am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Pedestrian Bridge.dwg 65 S-4APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
BRIDGE ABUTMENT,
SEE SHEET S-3.3
S-4
PEDESTRIAN BRIDGE DETAIL 65 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018
GENERAL NOTES:
1. DESIGN STRESSES ARE IN ACCORDANCE WITH
"STANDARD SPECIFICATION FOR HIGHWAY BRIDGES"
& "GUIDE SPECIFICATIONS FOR DESIGN OF
PEDESTRIAN BRIDGES" BY THE AMERICAN
ASSOCIATION OF STATE HIGHWAY AND
TRANSPORTATION OFFICIALS (AASHTO).
2. BRIDGE MEMBERS ARE FABRICATED FROM HIGH
STRENGTH, LOW ALLOY, ENHANCED ATMOSPHERIC
CORROSION RESISTANT ASTM A847 COLD-FORMED
WELDED SQUARE AND RECTANGULAR TUBING, AND
ASTM A588, ASTM A606, OR
ASTM A242 PLATE AND STRUCTURAL SHAPES
(Fy=50,000 PSI).
3. BRIDGE DECKING ADA GALVANIZED GRATE DECKING
4. THE GAS METAL ARC WELDING PROCESS OR FLUX
CORED ARC WELDING PROCESS WILL BE USED.
WELDING TO BE IN ACCORDANCE WITH AWS D1.1.
5. ALL TOP AND BOTTOM CHORD SHOP SPLICES TO BE
COMPLETE PENETRATION TYPE WELDS. WELD
BETWEEN TOP
CHORD AND END VERTICAL SHALL BE AS DETAILED.
6. UNLESS OTHERWISE NOTED, WELDED
CONNECTIONS SHALL BE FILLET WELDS (OR HAVE THE
EFFECTIVE THROAT OF A FILLET WELD) OF A SIZE
EQUAL TO THE THICKNESS OF THE LIGHTEST GAGE
MEMBER IN THE CONNECTION.
WELDS SHALL BE APPLIED AS FOLLOWS:
A.BOTH ENDS OF VERTICALS, DIAGONALS, AND FLOOR
BEAMS SHALL BE WELDED ALL AROUND.
B. BRACE DIAGONALS WILL BE WELDED ALL AROUND.
C.MISCELLANEOUS NON-STRUCTURAL MEMBERS WILL
BE STITCH WELDED TO THEIR SUPPORTING MEMBERS.
7. BRIDGE DESIGN WAS ONLY BASED ON
COMBINATIONS OF THE FOLLOWING LOADS WHICH
WILL PRODUCE MAXIMUM CRITICAL MEMBER
STRESSES.
A.90 PSF UNIFORM LIVE LOADING ON THE FULL DECK
AREA OR ONE 10,000 LB VEHICLE LOAD. THE LOAD
SHALL BE DISTRIBUTED AS A FOUR-WHEEL VEHICLE
WITH 80% OF THE LOAD ON THE REAR WHEELS. THE
WHEEL TRACK WIDTH OF THE VEHICLE SHALL BE 6'-0"
AND THE WHEEL BASE SHALL BE 10'-0". THE VEHICLE
SHALL BE POSITIONED SO AS TO PRODUCE THE
MAXIMUM STRESSES IN EACH MEMBER, INCLUDING
DECKING.
B. 35 PSF WIND LOAD ON THE FULL HEIGHT OF THE
BRIDGE, AS IF ENCLOSED.
C. 20 PSF UPWARD FORCE APPLIED AT THE
WINDWARD QUARTER POINT OF THE TRANVERSE
BRIDGE WIDTH {AASHTO
3.15.3).
8. CLEANING: ALL EXPOSED SURFACES OF STEEL SHALL
BE CLEANED IN ACCORDANCE WITH STEEL
STRUCTURES PAINTING COUNCIL SURFACES
PREPARATION SPECIFICATIONS NO. 7 BRUSH-OFF
BLAST CLEANING.
SSPC-SP7-LATEST EDITION.
9. MINIMUM MATERIAL THICKNESS OF 1/4" ON ALL
STRUCTURAL MEMBERS.
SCALE:
PEDESTRIAN BRIDGE DETAILS1
-NOT TO SCALE
SOURCE: DETAILS FROM CONTECH
STAINLESS STEEL GRATE DECK, SEE
BOARDWALK STRUCTURAL
DRAWINGS AND SPECIFICATIONS
2" IRRIGATION LINE (SEE
IRRIGATION DRAWINGS)
2704050020010027040500200100
00500900000500
00500900001602
00500900001601
BNSF RAILWAYPUGET
SOUND
LUN
D
S CREEKGUL
C
H
STAKE ALL VALVE BOX LOCATIONS FOR
APPROVAL, TYPICAL. UNAPPROVED
LOCATIONS WILL BE REJECTED.
POINT OF CONNECTION
TO EXISTING WATER LINE
AT DIRECTION OF OWNER
INDICATES AREA
OF DRIP ZONE
1 2
3
~
5
687
4~~~~~
REDUCED PRESSURE BACKFLOW
ASSEMBLY
IRRIGATION CONTROL VALVE, TYP.
F
F
F
F
F
DRIP FLUSH VALVE,
TYPICAL
3
3
5
4
5
6
6
7
7
8
8
QQ
Q
Q
TRANSITION TO
DRIP LINE, TYPICAL
4
4
8
6" CLASS 200 PVC
SLEVE, TYP.
1-1/2" 6" CLASS 200
PVC SLEVE, TYP.
PIPE BENEATH BRIDGE TO BE 2" POLY
AS SPECIFIED. CHANGE FROM PVC TO
POLY 6' BACK FROM BRIDGE
BULKHEAD.
HANG MAINLINE ON INSIDE OF BRIDGE
BEAM AS DIRECTED. SECURE AT 24"
O.C. MINIMUM. SUBMIT BRACKETS FOR
APPROVAL PRIOR TO CONSTRUCTION. Nov 15, 2018 11:37am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-IR-Irrigation Plan.dwg 68 I-10
SCALE IN FEET
30 60
NORTH
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
I-1
IRRIGATION PLAN (1 OF 3)68 75
WS
WS
WS
WS
AS NOTED
NOVEMBER 2018
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.
4.SEE SHEET I-3 FOR IRRIGATION NOTES, LEGEND,
AND SCHEDULE.MATCH LINE, SEE SHEET I-2
27040500200100
00500900000500
00500900000500
00500900001602 27040500200100
LUN
D
S CREEKGUL
C
H
LUN
D
S
G
U
L
C
H
CREE
K
OFF-CHANNEL
POND
POINT OF CONNECTION
TO EXISTING WATER LINE
AT DIRECTION OF OWNER
3
~
~
~
REDUCED PRESSURE BACKFLOW
IRRIGATION CONTROL VALVE, TYP.
F
F
DRIP FLUSH VALVE,
TYPICAL
1-1/4" PVC DRIP
LATERAL LINE
3
3 3
3
3
Q
TRANSITION TO
DRIP LINE, TYPICAL
6" CLASS 200 PVC
SLEVE, TYP.
1-1/2" 6" CLASS 200
PVC SLEVE, TYP.
PIPE BENEATH BRIDGE TO BE 2" POLY
AS SPECIFIED. CHANGE FROM PVC TO
POLY 6' BACK FROM BRIDGE
HANG MAINLINE ON INSIDE OF BRIDGE
BEAM AS DIRECTED. SECURE AT 24"
O.C. MINIMUM. SUBMIT BRACKETS FOR
APPROVAL PRIOR TO CONSTRUCTION. Nov 15, 2018 11:37am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-IR-Irrigation Plan.dwg 69 I-20
SCALE IN FEET
30 60
NORTH
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
I-2
IRRIGATION PLAN (2 OF 3)69 75
WS
WS
WS
WS
AS NOTED
NOVEMBER 2018
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.
4.SEE SHEET I-3 FOR IRRIGATION NOTES, LEGEND,
AND SCHEDULE.
5.CONTRACTOR SHALL PROVIDE CONTINUOUS
UTILITY SERVICE AND DRIVEWAY ACCESS TO
RANGER RESIDENCE.MATCH LINE, SEE SHEET I-1MATCH LINE, SEE SHEET I-3
00500900000500
00500900000100
EXISTING WATER
METER VALVEGPMSIZE2
1
3
4
VALVE KEY
5 PSI4540
7
6
8
9
10
11
12
50
25
39
31
33
28
34
-
45
30
112"
1"
-
-
-
-
-
-
-
-
30
30
30
30
30
---
112"
112"
112"
112"
112"
1"
SCHEDULE 40 PVC LATERAL PIPE - SIZE AS INDICATED. MINIMUM 1" SIZE, NO 1/2" OR 3/4" PIPE.
QUICK COUPLER VALVE - RAIN BIRD 44DLRC
2" RPBA BACKFLOW ASSEMBLY
RADIUSP.S.I.SYMBOL
EQUIPMENT SCHEDULE
DESCRIPTION
EXISTING WATER METER IS NOT SHOWN - SEE CIVIL DRAWINGS
AUTOMATIC CONTROL VALVE, WEATHERMATIC 8200CR SERIES BRASS, SIZE PER VALVE KEY
45 15'HUNTER PROS-XX-PRS40-CV POP-UP WITH HUNTER MP1000 ROTOR NOZZLE
45 20'HUNTER PROS-XX-PRS40-CV POP-UP WITH HUNTER MP2000 ROTOR NOZZLE
45 30'HUNTER PROS-XX-PRS40-CV POP-UP WITH HUNTER MP3000 ROTOR NOZZLE
45 30'HUNTER PROS-XX-PRS40-CV POP-UP WITH HUNTER MP3500 ROTOR NOZZLE
ISOLATION VALVE
IN-LINE CHECK VALVE, SAME SIZE AS PIPE. DIMENSION ON AS-BUILT DAILY.
NETAFIM DRIP FLUSH VALVEF
12 AWS TYPE UF COMMON WIRE = WHITE.
14 AWS TYPE UF CONTROL WIRE, RED, BLACK = SIGNAL, YELLOW, ORANGE= SPARE, LOCATING
WIRE = BLUE.
PAIGE P7171D COMMUINICATION WIRE FOR CONNECTION FROM FLOW SENSOR TO
CONTROLLER.
4
CONTROLLER - RAIN BIRD MAXI-COM ESP-SITE-SAT 24 STATIONC
NOT SHOWN
2" CLASS 200 PVC IRRIGATION MAINLINE
CLASS 200 PVC SLEEVE - 6" SIZE UNLESS OTHERWISE INDICATED
NDS 17MM DRIPLINE MODEL SFCV-BR-6212-XX DRIPLINE WITH 0.6 GPH EMITTERS AT 12"
SPACING. REFER TO DETAILS SHEET I-3.
Q
2" 200 PSI RATED POLY PIPE IRRIGATION MAINLINE AT BRIDGE
IRRIGATION NOTES
1.PROVIDE SPARE WIRES AT ENDS OF MAINLINE AS INDICATED
ON PLAN. LOOP SPARES THROUGH EACH INTERMEDIATE
VAULT BACK TO CONTROLLER. LABEL ALL WIRES AS THEY
PASS THROUGH EACH VAULT. USE 3M-DBY WIRE
CONNECTORS.
2.STAKE ALL VALVE BOX LOCATIONS FOR APPROVAL. PLAN IS
DIAGRAMMATIC. NO VAULTS TO BE PLACED WITHIN TURF
AREAS OR PLAYFIELDS. SET VALVE BOXES SQUARE TO
ADJACENT BUILDING, CURB, OR PAVING.
3.ALL IRRIGATION UNDER BUILDINGS, ROADS, WALKS, PARKING
AREAS OR OTHER PAVED SURFACES SHALL BE SLEEVED.
SLEEVES SHALL BE 6" MINIMUM, OR AS INDICATED. SLEEVING
MAY BE INCLUDED FOR FUTURE WORK. SLEEVES TO MAINTAIN
CODE REQUIRED 12" SEPARATION FROM
ELECTRIC, STORM, AND OTHER UTILITIES. REFER TO
CIVIL, PLUMBING AND OTHER DRAWINGS., AND 36” FOR FIRE
LINES.
4.ALL PIPE AND VALVES SHOWN UNDER PAVING ADJACENT AND
PARALLEL TO PLANTED AREAS IS INTENDED TO BE PLACED IN
THAT AREA WHERE POSSIBLE. ALL MATERIAL TO BE INSTALLED
ON OWNERS PROPERTY.
5.INSTALL IN-LINE CHECK VALVES ON LATERAL EVERY 8' OF
ELEVATION CHANGE WHERE THERE IS 10' OR MORE OF
ELEVATION CHANGE ACROSS A ZONE.
6.MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE
IRRIGATION PLAN TO ASSURE COMPLETE AND ADEQUATE
COVERAGE WITH MINIMUM OVERSPRAY.
7.LATERAL LINES SHALL HAVE 18" OF COVER, AND MAIN LINES
24". 30" MAXIMUM COVER.
8.REFER TO PLANTING PLAN FOR EXACT LAYOUT. INTENT IS
THAT ALL NEW PLANTINGS RECEIVE ADEQUATE WATER.
9.TEST STATIC PRESSURE AT POINT OF CONNECTION & SUBMIT
WRITTEN RESULTS TO LANDSCAPE ARCHITECT PRIOR TO
BEGINNING WORK. PRESSURE IS ANTICIPATED TO BE XX PSI
PER CITY OF EDMONDS WATER.
10.NO PIPING IS PERMITTED UNLESS WATER SUPPLY IS ACTIVE
AND AVAILABLE.
11.USE VARIABLE ARC NOZZLES ONLY WHERE FIXED ARC
NOZZLES ARE NOT SUFFICIENT.
12.SEE PROJECT SPECIFICATIONS FOR FURTHER INFORMATION
AND ADDITIONAL DETAILS. Nov 15, 2018 11:37am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-IR-Irrigation Plan.dwg 70 I-30
SCALE IN FEET
30 60
NORTH
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
I-3
IRRIGATION PLAN (3 OF 3)70 75
WS
WS
WS
WS
AS NOTED
NOVEMBER 2018
VALVE BOX
10" ROUND CARSON
BRICK SUPPORTS
(THREE)
SEE
SPECS
LINE FLUSHING
VALVE TL050MFV-1
PVC REDUCER
ADAPTER
S X 1/2" FPT
3/4" GRAVEL SUMP
(1 CUBIC FOOT)
(SIZE AS REQ'D)
FINISH GRADE
PVC LATERAL
(OR EXHAUST HEADER)
FLUSHING VALVE PLUMBED TO PVC
AREA PERIMETER
TECHLINE CV CONNECTION
EXHAUST HEADER
TECHLINE TEE
TECHLINE CV LATERAL TUBING
SUPPLY HEADER
SCHED. 40 PVC
F
REMOTE CONTROL
FILTER AND PRV
VALVE WITH DISC
SUPPLY HEADER
AIR/VACUUM RELIEF
VALVE NOT REQUIRED
TECHLINE TEE
EXHAUST HEADER
MALE ADAPTER
TECHLINE START
TECHLINE CV LATERAL
AREA PERIMETER
PLUMBED TO PVC OR POLY
LINE FLUSHING VALVE
CONNECTION
TUBING AT 12" LINE SPACING
F
IRREGULAR AREAS: ODD CURVES IRREGULAR AREAS: TRIANGULAR
REMOTE CONTROL
VALVE WITH DISC FILTER
AND PRV
NETAFIM WIRE STAPLE
TOPSOIL
TUBING 2" BELOW TOP OF TOPSOIL
MINIMUM 24" O.C.
MULCH PER PLANTING PLAN
NO DRIPLINE SHALL BE VISIBLE
ON THE SURFACE
2"
SCALE:
DRIP FLUSH VALVE1
C-1-3 NO SCALE
SCALE:
DRIP TUBE SECTION3
C-1-3 NO SCALE
SCALE:
DRIP LINE LAYOUT2
C-1-3 NO SCALE
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.
4.CONTRACTOR SHALL PROVIDE CONTINUOUS
UTILITY SERVICE AND DRIVEWAY ACCESS TO
RANGER RESIDENCE.
MATCH LINE, SEE SHEET I-2
Nov 15, 2018 11:38am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-IR-Irrigation Plan.dwg 71 I-4APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
I-4
IRRIGATION DETAILS 71 75
WS
WS
WS
WS
AS NOTED
NOVEMBER 2018
FLUSH WITH FINISH GRADE
PVC TEE W/ PLUG, TYP.
2-1/2" MAINLINE TO MASTER VALVE
AND CONTROL VALVES
4" CPP TO CB 12" MIN.
CHANGE FROM SCH. 80
PVC TO SCH. 40 PVC PIPE.
NO FEMALE ADAPTERS.
QUICK COUPLER VALVE
1-1/2" MASTER VALVE
SEE SPECIFICATIONS
UNION, TYP. ALL UNIONS
TO BE SCHED 80 PVC
THREAD X SLIP TYPE
CARSON MODEL 2448-18 VAULT FLUSH
WITH FIN. GRADE
FLOW
PRESSURE REGULATOR/WYE STRAINER
2" WILKINS MODEL 500YSBR-HR-T WITH
BLOW OFF AND PRESSURE GAUGE
INSTALLED. MAINTAIN FACTORY
SETTING OF 50 PSI OUTLET PRESSURE.SIWNIKL5002-1/2" MAIN LINE TO
JUNCTION WITH 2"
MAIN LINE
12" MIN.
30" MAX.
WIKLINS MODEL 975XL RPBA, 1-1/2" SIZE
NOTES:
1.DO NOT ALLOW VAULT TO REST ON PIPE.
2.ALL FITTINGS T0 BE SAME SIZE AS BACKFLOW
PREVENTER.
3.ALL SCHEDULE 80 PVC PIPE AND FITTINGS FROM
BACKFLOW PREVENTER TO MASTER VALVE.
4.SEE SPECIFICATIONS FOR GATE VALVE VAULT.
5.PROVIDE TRACE WIRE AS SPECIFIED
PROVIDE 6" DEPTH DRAIN ROCK
COORDINATE INSTALLATION OF
BACKFLOW PREVENTER TO MEET
LOCAL CODES WITH CITY OF
EDMONDS WATER AT
CONTRACTOR'S EXPENSE.
STRONGBOX MODEL SBBC-20SS OR SBBC-40SS,
DEPENDING ON SIZE OF BACKFLOW PREVENTER
POP-UP HEAD
FLUSH W/ FINISH GRADE
USE BOTTOM INLET ONLY
LATERAL, TYP.
SCH 40 PVC FITTINGS, TYP.
NOZZLE & BODY PER PLAN
SIZE AS INDICATED ON PLAN
NOZZLE
SWING PIPE OR FUNNY PIPE
MARLEX STREET ELL AND FUNNY
PIPE ELL
FUNNY PIPE ELL
USE EXTENSIONS AS NECESSARY.
1.
24"
NOTES:
SCH 40 PVC MAIN LINE
SCH 80 ST. ELL & 90 DEG. ELL
SCH 80 PVC NIPPLE
SS HOSE CLAMP (2)
QUICK COUPLER VALVE
WITH LOCKING LID
FLUSH W/ FINISH GRADE
2.
DO NOT ALLOW VAULT TO REST ON PIPE
VALVE TO BE SET PLUMB & CENTERED IN VALVE BOX.
CONTRACTOR TO PROVIDE (2) EACH QCV3.
PROVIDE 6" DEPTH DRAIN ROCK.4.2" CLEARCARSON STANDARD VAULT
KEYS AND SWIVEL HOSE ELLS
SCH 80 PVC NIPPLE,
1" X 12" LENGTH
1" SCH 80 TT 90 AND 3"
LENGTH SCH 80 PVC NIPPLE
STEEL 'T' FENCE POST, 36"
LENGTH
(2) SCH 80 PVC UNION
VAULT FLUSH W/ FINISH GRADE
CARSON STANDARD VALVE BOX
SCH 80 PVC NIPPLE, TYP.
SCH 40 PVC TEE
1.
NOTES:
SCH 40 PVC MAIN LINE
18" MIN.
24" MIN.
PVC BALL VALVE, FULLY PORTED
VALVE. USE EXTENSIONS
VAULT TO EXTEND MIN. 6" BELOW
LENGTH AS REQUIRED
SCH 40 LATERAL LINE
SCH 80 PVC ST BUSHING
SCH 80 PVC
2.
ST BUSHING
ALL PIPE WITHIN VAULT TO BE SCH 80 PVC
DO NOT ALLOW VAULT TO REST ON PIPE.
NIPPLES, SAME SIZE AS CONTROL VALVE.
ALL BOLT COVERS TO BE LOCKING3.
TYPE, BOLT INSTALLED.
6"
4"CLEAR
SAME SIZE AS CONTROL VALVE
AS NECESSARY. ONE VALVE
AUTOMATIC CONTROL VALVE
PER VAULT MAXIMUM
VAULT FLUSH W/ FINISH GRADE
6" DEPTH DRAIN ROCK
SCH 40 PVC MAIN LINE
24" MIN.
BRASS BALL VALVE,
6"
4"CLEAR
SAME SIZE AS MAIN LINE
CARSON STANDARD VAULT.
VAULT TO EXTEND MIN. 6"
BELOW VALVE. USE CARSON
EXTENSIONS AS
NECESSARY.
NOTES:
1.DO NOT ALLOW VAULT TO REST ON PIPE.
2.ALL BOLT COVERS TO BE LOCKING TYPE,
BOLT INSTALLED.
3.PROVIDE MINIMUM 6" DEPTH 5/8" DRAIN
ROCK THROUGHOUT.
ALUMINUM BACKFLOW ENCLOSURE.1.
2. BACKFLOW PREVENTER.
WATER SERVICE INLET PIPING.
WATER SERVICE OUTLET PIPING.
6.
7.
ANCHOR ROD (TYPICAL).
MINIMUM THICKNESS - EXTEND 4"
BEYOND OUTSIDE DIMENSIONS OF
ENCLOSURE.
3.
4.
SUPPORT ROD (TYPICAL).5.
SIDE VIEW
TOP VIEW
POURED CONCRETE BASE. - 6"
LEGEND
1
2
3
4
6
7
5
1
6
4
STRONGBOX
ALUMINUM HIGH PROFILE
24" MIN.
3" MAIN LINE
FLOW
15" MIN.30" MIN.
MIN. UNINTERRUPTED FLOW
SECTION OF 1-1/2" MAINLINE
STANDARD VALVE
BOX. VAULT TO
EXTEND 6" BELOW
BOTTOM OF
SENSOR.
DATA INDUSTRIAL
FLOW SENSOR,
1-1/2" SIZE.
NOTES:
1.DO NOT ALLOW VAULT TO REST ON PIPE
2.PROVIDE MIN. 6" DEPTH DRAIN ROCK.
3.PROVIDE VALVE EXTENSIONS AS REQUIRED
4.USE SHIELDED WIRE AS RECOMMENDED BY
MANUFACTURER, OR PE-89 CABLE.
5.SPLICES TO BE 2-PART EPOXY TYPE AS
APPROVED.
3" MAIN LINE
SCALE:
REDUCE PRESSURE BACKFLOW PREVENTER, PRESSURE REGULATOR AND MASTER VALVE7
C-1-3 NO SCALE SCALE:
BACKFLOW ENCLOSURE2
C-1-3 NO SCALE SCALE:
FLOW SENSOR3
C-1-3 NO SCALE
SCALE:
CONTROL VALVE4
C-1-3 NO SCALE SCALE:
QUICK COUPLER VALVE5
C-1-3 NO SCALE SCALE:
ISOLATION VALVE6
C-1-3 NO SCALE
SCALE:
POP-UP SPRAY HEAD7
C-1-3 NO SCALE
2704050020010027040500200100
00500900000500
00500900001602
00500900001601
BNSF RAILWAYPUGET
SOUND
LUN
D
S CREEKGUL
C
H
DP/LA DP/LASM/SA/SC
CS
CS
CS
CS
LI
LI
LI
LI
LILI
CS
CS
CS
CS
CS
RS
RS
RS
RS
RS
RS
LI
LI CS
CS
CS
CS
CS
CS
LI LI LI
AC
AC
CS
CS
CS
CS
CS
CS
CS
CS
CC
CC
CC
CC
CC
CC
CC
MAMAMA
MA MA MA
OC OC OC
OC
PLPL
PC
PC PC
PC
PC
PC
PCPC
RN
RN
RN
RNRNRN
RP
RP
RP
RP
RP
SR
SR
SR
SR SR
SR
SA
SA
SA
SA
SA
SA
SA
SA
AC
PC
PC
PC
PCPC
RPRPRP
SA
SA
SA SA
LI
RPRP
AC
AC
RP
PC
PC
PC
AC
AC
AC
PC
PC
PC
OC
OC
OC
OC
OC
SR
SR SR
MA
MA
MA
HD
AA
AA
AA
AA
HD
SR
PC MA
CS CS
HD
RN
RN
RNRN
RN
RN
RN
RN
RN
CC CC
CC
CCPC
HD
PC
RS
RS
RS
RS
RS
RS
RS
PL PL
PL
PL
LI
LI
LI
LI
CS CS
AF
AF
AU AU
PL
PL
PL
PL
PL
PL PL
PL
PL
RL/RU/RP
RL/RU/RP
GS/MN/PM
AT/AC/FC
AT/AC/FC
GS/MN/PM
GS/MN/PM
AF
AF
AF
GS/MN/PM
RL/RU/RP
AT/AC/FC
GS/MN/PM
GS/MN/PM
AT/AC/FC
RL/RU/RP
CO/TM
AS/DC/GI AS
/DC
/G
I
CL/PA/SCCL/PA
/SC
SH
SH AS/DC/GI
C
L
/
P
A
/
S
C
CO/TM
DP/LA
SM/SA/SCSM/SA/SC
AL/AM/FC
AL/AM/FC
GI/LM
GI/LM
GS/MN/PM
ACAC
AC
AC
AC
LI
DP/LA
RL/RU/RP
PC
HD
HD
APPLY RIPARIAN SHADE
HYDROSEED MIX TO ALL EXPOSED
VERTICAL BARRIER FACES
Nov 15, 2018 11:38am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Planting Plan.dwg 72 L-10
SCALE IN FEET
30 60
LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
BNSF RIGHT OF WAY
EXISTING MEAN HIGHER HIGH WATER
PROPOSED MEAN HIGHER HIGH WATER
PROPOSED CONTOUR
TREE TO REMAIN
EXISTING WETLAND TO BE PROTECTED
NORTH
10
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
L-1
PLANTING PLAN (1 OF 3)72 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018 MATCH LINE, SEE SHEET L-2NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.
4.SEE SHEET L-3 FOR PLANTING SCHEDULE.
27040500200100
00500900000500
00500900000500
00500900001602 27040500200100
LUN
D
S CREEKGUL
C
H
LUN
D
S
G
U
L
C
H
CREE
K
OFF-CHANNEL
POND
MAMA
MA MA MA
PLPL
PL PL PL
RP
RP
SA SA
CCCCCCCC
ACACAC
AU
AF
AT/AC/FC AC AC
AC
GS/MN/PM
AC
ACAC
AF
AC ACAC
GS/MN/PM
CO/TM
Nov 15, 2018 11:38am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Planting Plan.dwg 73 L-20
SCALE IN FEET
30 60
NORTH
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
L-2
PLANTING PLAN (2 OF 3)73 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018MATCH LINE, SEE SHEET L-1MATCH LINE, SEE SHEET L-3
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.
4.SEE SHEET L-3 FOR PLANTING SCHEDULE.
5.CONTRACTOR SHALL PROVIDE CONTINUOUS
UTILITY SERVICE AND DRIVEWAY ACCESS TO
RANGER RESIDENCE.
LEGEND:
PARK BOUNDARY
PROJECT BOUNDARY
BNSF RIGHT OF WAY
EXISTING MEAN HIGHER HIGH WATER
PROPOSED MEAN HIGHER HIGH WATER
PROPOSED CONTOUR
TREE TO REMAIN
EXISTING WETLAND TO BE PROTECTED
10
00500900000500
00500900000100
Nov 15, 2018 11:39am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Planting Plan.dwg 74 L-30
SCALE IN FEET
30 60
NORTH
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
L-3
PLANTING PLAN (3 OF 3)74 75
PH/BS
CH/TG
BS
PH
1" = 30'
NOVEMBER 2018
COMMON NAME SPECIES NAME SIZE SPACING QUANTITY COMMENTS DETAIL
TREES
Black Hawthorn Crataegus douglasii 5 gal.as shown 5 Freshwater wetland
Oregon Ash Fraxinus latifolia 5 gal.as shown 7 Freshwater wetland
Oregon Crabapple Malus fusca 5 gal.as shown 6 Riparian
Sitka Spruce Picea sitchensis 5 gal.as shown 26 Riparian and Slope
Shore Pine
Pinus contorta var.
"contorta"
5 gal.as shown 10 Riparian
Douglas-Fir Pseudotsuga menziesii 5 gal.as shown 17 Riparian
Hooker Willow Salix hookeriana 5 gal.as shown 5 Riparian - Beach side
Scouler Willow Salix scouleriana 5 gal.as shown 6 Riparian - Beach side
Western Red cedar Thuja plicata 5 gal.as shown 37 Riparian and Slope
Western Hemlock Tsuga heterophylla 5 gal.as shown 30 Riparian and Slope
SHRUBS
Vine Maple Acer circinatum 2 gal.6' O.C.Riparian
Saskatoon
Serviceberry Amelanchier alnifolia
2 gal.
6' O.C.
Riparian
Redosier Dogwood Cornus sericea
2 gal.
6' O.C.
Riparian and
Freshwater wetland
Beacked Hazelnut Corylus cornuta 2 gal.6' O.C.Riparian
Oceanspray Holodiscus discolor 2 gal.6' O.C.Riparian
Black Twinberry Lonicera involucrata
5 gal.
6' O.C.
Riparian and
Freshwater wetland
Tall Oregon Grape Mahonia aquifolium 2 gal.6' O.C.Riparian
Indian Plum Oemleria cerasiformis 2 gal.6' O.C.Riparian
Mock Orange Philadelphus lewisii 2 gal.6' O.C.Riparian
Pacific Ninebark Physocarpus capitatus 2 gal.6' O.C.Riparian
Nootka Rose Rosa nutkana 2 gal.6' O.C.Riparian
Thimbleberry Rubus parviflorus 2 gal.6' O.C.Riparian
Salmonberry Rubus spectabilis 5 gal.
6' O.C.
Riparian and
Freshwater wetland
Red Elderberry Sambucus racemosa 2 gal.6' O.C.Riparian
Common Snowberry Symphoricarpos albus 2 gal.6' O.C.Riparian
GROUNDCOVERS
Vanilla-leaf Achlys triphylla 1 gal.4' O.C.Riparian
Kinnickinnick Arctostaphylos uva-ursi 1 gal.4' O.C.Riparian
Wild Ginger Asarum caudatum 1 gal.4' O.C.Riparian
Lady fern Athyrium felix femina 1 gal.4' O.C.Riparian
Common strawberry Fragraria chileonsis 1 gal.4' O.C.Riparian
Salal Gaultheria shallon 1 gal.4' O.C.Riparian
Low Oregon Grape Mahonia nervosa 1 gal.4' O.C.Riparian
Swordfern Polystichum munitum 1 gal.4' O.C.Riparian
Trailing black currant Ribes laxiflorum 1 gal.4' O.C.Riparian
Dwarf bramble Rubus lasiococcus 1 gal.4' O.C.Riparian
Strawberry bramble Rubus pedatus 1 gal.4' O.C.Riparian
1&7
L-4
COMMON NAME SPECIES NAME SIZE SPACING QUANTITY COMMENTS DETAIL
LIVESTAKES
Hooker Willow Salix hookeriana livestake 3' O.C.Low riparian
Scouler Willow Salix scouleriana livestake 3' O.C.Low riparian
WETLAND GRASSES AND HERBACEOUS PERENNIALS
Slough Sedge Carex obnupta 10-in plug 2' O.C.
Freshwater wetland
Darkthroat shooting
star Dodecatheon pulchellum 10-in plug 2' O.C.
Freshwater wetland
Skunk Cabbage Lysichiton americanus 10-in plug 2' O.C.Freshwater wetland
Small fruited Bulrush Scirpus microcarpus 10-in plug 2' O.C.Freshwater wetland
Hardstem Bulrush Schoenoplectus acutus 10-in plug 2' O.C.Freshwater wetland
American
Three-square Scirpus americanus 10-in plug 2' O.C.
Freshwater wetland
Piggy-back plant Tolmiea menziesii 10-in plug 2' O.C.Freshwater wetland
Douglas Aster Aster subspicatus 10-in plug 2' O.C.Tidal marsh
Lyngby's Sedge Carex lyngbyei 10-in plug 2' O.C.Tidal marsh
Tufted Hairgrass Deschampsia cespitosa 10-in plug 2' O.C.Tidal marsh
Pacific Silverweed
Potentilla anserina ssp.
Pacifica 10-in plug 2' O.C.
Tidal marsh
American
Three-square Scirpus americanus 10-in plug 2' O.C.
Tidal marsh
Henderson's
Checker-bloom Sidalcea hendersonii 10-in plug 2' O.C.
Tidal marsh
Coastal sand verbena Abronia latifolia 10-in plug 2' O.C.Backshore beach
Sea thrift Armeria maritima 10-in plug 2' O.C.Backshore beach
Coastal Strawberry Fragaria chiloensis 10-in plug 2' O.C.Backshore beach
Puget Sound
Gumweed Grindelia integrifolia 1 gal.2' O.C.
Backshore beach
Dunegrass Leymus mollis 1 gal.2' O.C.Backshore beach
LAWN HYDROSEED See Specifications
Hydroseed
Mix
RIPARIAN SHADE
SEED MIX See Specifications
Hydroseed
Mix
Landslide Barrier and
Upland Slopes
AC
AA
CS
CC
HD
MA
OC
PL
PC
RN
RP
SR
SA
MATCH LINE, SEE SHEET L-2
1&7
L-4
3&7
L-4
2&7
L-4
4&7
L-4
4&7
L-4
5&7
L-4
NOTES:
1.HORIZONTAL DATUM: WASHINGTON STATE
PLANE NORTH ZONE, NAD 83, U.S. FEET.
2.VERTICAL DATUM: NAVD 88
3.DRAWINGS ARE INTENDED TO BE VIEWED IN
COLOR. SOME INFORMATION WILL BE LOST
WITH BLACK AND WHITE VIEWING.
4.CONTRACTOR SHALL PROVIDE CONTINUOUS
UTILITY SERVICE AND DRIVEWAY ACCESS TO
RANGER RESIDENCE.
RS
LI
AT
AU
AC
AF
FC
GS
MN
PM
RL
RU
RP
CO
DP
LA
SM
SA
SC
TM
AS
CL
DC
PA
SC
SH
AL
AM
FC
GI
LM
NARROW HOLE CREATED
WITH "DRIBBLE BAR"
10 CUBIC INCH "CONTAINER"
TOPSOIL TYPE 2 OR BEACH SAND
(BACKSHORE BEACH PLUGS)
SCALE:
EMERGENT PLUG4
L-1&2 NTS
CONTAINERIZED TREE OR
SHRUB (TYP)
SET ROOT CROWN AT 1"
ABOVE FINISHED GRADE
MIN 3" MULCH
PLANTING PIT
PREPARATION =
ROOTBALL DEPTH &
WIDTH PLUS 1'-0"
ADDITIONAL ALL SIDES
FINISH GRADE
REMOVE CONTAINER
COMPLETELY
UNDISTURBED SUBGRADE
(PROVIDES FIRM BASE SO THAT
ROOTBALL WILL NOT SINK)
ROOTBALL
DEPTH
ROOTBALL + 1'-0"MIN
ALL SIDES
SCALE:
CONTAINER TREE OR SHRUB1
L-1&2 NTS
TOPSOIL
TYPE 1 , SEE
5
-
PREVAILING WIND
TREE STAKING (SEE NOTE 1)
2"x6'-0" LENGTH TREE STAKE
PLASTIC LOCK-TIE TREE TIE. SET LOOSE
TO ALLOW
FOR DIAMETER GROWTH
NOTES:
1.STAKE ALL TREES 4 FT & TALLER
SCALE:
SALVAGED TOPSOIL5
C-1-3 1"=1'
FINISHED GRADE
SCARIFIED SUBGRADE
4" LIFT IMPORTED TOPSOIL
ON-SITE SALVAGED TOPSOIL
ROTOTILLED MIX 2" LIFT OF
IMPORTED TOPSOIL WITH
ON-SITE SALVAGED TOPSOIL
TYPICAL GROUND COVER
PLANTED AT NURSERY LEVEL
3-IN MULCH
FINISH GRADE
TOPSOIL
TYPE 1, SEE
TYPICAL SPACING
PER SHEET L-3
SCALE:
GROUNDCOVER3
L-1&2 NTS
5
-
2 TO 5 BUDS SCARS
SHALL BE ABOVE THE GROUND
CUT TOP OF STAKE SQUARE
3" MULCH
TRIM BRANCHES CLOSE
1" MIN TO 3" MAX DIAMETER
MAKE ANGLED CUT AT
BUTT-END. PLANT BUTT-END DOWN
PLANT 80% OF
STAKE LENGTH
IN THE GROUND
NOTES:
1.HARVEST AND PLANT STAKES DURING THE DORMANT SEASON.
2.MAKE CLEAN CUTS AND DO NOT DAMAGE STAKES OR SPLIT ENDS DURING INSTALLATION,
USE A PILOT BAR IN FIRM SOILS.
3.SOAK CUTTINGS CONTINUOUSLY PRIOR TO INSTALLATION.
4.TAMP THE SOIL AROUND THE STAKE.
5.ONLY NURSERY GROWN STOCK SHALL BE USED. HARVESTING OF WILD PLANTS IS NOT
ACCEPTABLE.
6.USE EQUAL NUMBER AND EVEN DISTRIBUTION OF EACH WILLOW SPECIES.
SCALE:
LIVESTAKE2
L-1&2 NTS
TOPSOIL TYPE 1, SEE
5
-
2/3X
SPACING
ADJUSTMENT
RECOMMENDED SPACING
(SEE PLANT SCHEDULE L-3)
ACTUAL PLANT LOCATIONS
AREA
FOR
SCALE:
PLANT SPACING7
L-3 NTS
CONTINUOUS OUTER ROW AT X FEET ON
CENTER. 2/3X FEET SETBACK FROM EDGE
OF PLANTING BED WITH TRIANGULAR
SPACING INSIDE BED (TYP)
EDGE OF PLANTING BED
EDGE OF PAVEMENT
SCALE:
TYPE 1 TOPSOIL OVER SANDY SOIL6
C-1-3 1"=1'
6"
6"
FINISHED GRADETOPSOIL TYPE 1
SALVAGED SAND SCARIFIED SUBGRADE
6"
6"
APPROVED FOR CONSTRUCTION
BY:
R/W PERMIT NO.
DATE
DESCRIPTIONAPP'DDATEBY
REVISIONS
REV ONE INCHAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
MEADOWDALE BEACH PARK
AND ESTUARY DESIGN
18-XXXXX
SHEET # OF
PERMIT SUBMITTAL, NOT FOR CONSTRUCTION
720 Olive Way | Suite 1900 | Seattle, WA 98101
PFN: 18-XXXXX LDA
SECTION 5, TOWNSHIP 27 N., RANGE 4 E
STATE OF
WASHINGTON
LICENSED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 422
PETER C. HUMMEL
Nov 15, 2018 11:39am chewett k:\Projects\0723-snohomish county\meadowdale park\construction plans\0723-PL-Planting Plan.dwg 75 L-4L-4
PLANTING DETAILS 75 75
PH/BS
CH/TG
BS
PH
AS NOTED
NOVEMBER 2018