land disturbing activity plan set permit no. xxxxx
TRANSCRIPT
100 PERCENT SUBMITTAL
PARADISE VALLEY
CONSERVATION AREA
PARKING LOT EXPANSION
LAND DISTURBING ACTIVITY PLAN SET
PERMIT NO. XXXXX
AutoCAD SHX Text
COVER
AutoCAD SHX Text
DATE APPROVED:
AutoCAD SHX Text
SNOHOMISH COUNTY ENGINEER
AutoCAD SHX Text
FOR CONSTRUCTION
AutoCAD SHX Text
JAMES YAP, P.E.
AutoCAD SHX Text
REVIEWED AND APPROVED
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
SNOHOMISH COUNTY
AutoCAD SHX Text
DEPARTMENT OF
AutoCAD SHX Text
PUBLIC WORKS
AutoCAD SHX Text
REGION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
STATE
AutoCAD SHX Text
FED. AID PROJ. NO.
AutoCAD SHX Text
PLAN CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
FUNDING NO.
AutoCAD SHX Text
FIELD BOOK(S):
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
SURVEY NO.
AutoCAD SHX Text
10
AutoCAD SHX Text
WASH.
AutoCAD SHX Text
UPI#
AutoCAD SHX Text
FOR FARMER FROG
AutoCAD SHX Text
PVCA PARKING LOT EXPANSION
AutoCAD SHX Text
19
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
A PORTION OF THE E 1/2 OF THE NE 1/4 OF SEC 31, TWN. 27 N., RGE 06 E W.M.
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
SZABOLCS PASZTOR
AutoCAD SHX Text
DEREK HANN
AutoCAD SHX Text
1
AutoCAD SHX Text
C-1
AutoCAD SHX Text
INDEX: PAGE NO. SHEET NO. SHEET NAME SHEET NO. SHEET NAME SHEET NAME 1 C-1 COVER C-1 COVER COVER 2, 3 C-101, C-102 ROAD & STORM - PLAN C-101, C-102 ROAD & STORM - PLAN ROAD & STORM - PLAN 4, 7 C-103 - C-106 ROAD & STORM - PROFILE C-103 - C-106 ROAD & STORM - PROFILE ROAD & STORM - PROFILE 8 C-201 CLEARING & GRADING - PLAN C-201 CLEARING & GRADING - PLAN CLEARING & GRADING - PLAN 9 C-202 CLEARING & GRADING - DETAILS C-202 CLEARING & GRADING - DETAILS CLEARING & GRADING - DETAILS 10 L-101 LANDSCAPE - PLAN L-101 LANDSCAPE - PLAN LANDSCAPE - PLAN 11 L-102 LANDSCAPE - DETAILS L-102 LANDSCAPE - DETAILS LANDSCAPE - DETAILS 12-18 1-7 "PARADISE FARM & TOPOGRAPHIC 1-7 "PARADISE FARM & TOPOGRAPHIC "PARADISE FARM & TOPOGRAPHIC SURVEY" PREPARED BY AHBL, DATED JUNE 4TH 2018
AutoCAD SHX Text
APPLICANT: FARMER FROG CONTACT ZSOFIA PASZTOR ZSOFIA PASZTOR ADDRESS 23210 PARADISE LAKE RD., 23210 PARADISE LAKE RD., WOODINVILLE WA, 98077 EMAIL [email protected] [email protected] PHONE (425) 210-5541 (425) 210-5541 OWNER: SNOHOMISH COUNTY PARKS, RECREATION AND TOURSIM CONTACT AMY LUCAS AMY LUCAS ADDRESS 6705 PUGET PARK DRIVE 6705 PUGET PARK DRIVE SNOHOMISH, WA 98296 EMAIL [email protected] [email protected] PHONE (425) 388-6620 (425) 388-6620 ENGINEER: FARMER FROG CONTACT SZABOLCS PASZTOR, E.I.T. SZABOLCS PASZTOR, E.I.T. ADDRESS 23210 PARADISE LAKE RD., 23210 PARADISE LAKE RD., WOODINVILLE WA, 98077 EMAIL [email protected] [email protected] PHONE (425) 367-9318 (425) 367-9318 SNOHOMISH COUNTY CONSERVATION DISTRICT CONTACT DEREK HANN, PE DEREK HANN, PE ADDRESS 528 91ST AVE NE, SUITE A 528 91ST AVE NE, SUITE A LAKE STEVENS WA, 98258 EMAIL [email protected] [email protected] PHONE (425) 377-7012(425) 377-7012
AutoCAD SHX Text
WARNING TO PREVENT ACCIDENTALLY HITTING AN UNDERGROUND UTILITY LINE WHEN DIGGING, CALL THE UNDERGROUND LOCATION CENTER (CALL BEFORE YOU DIG*) AT 811 AT LEAST TWO WORKING DAYS AHEAD OF TIME BEFORE YOU START YOUR DIGGING PROJECT, SUCH AS LANDSCAPING, REMODELING, FENCING, ETC., OF MORE THAN 12 INCHES DEEP. THE CENTER WILL WORK TO PROVIDE THE LOCATIONS OF LINES THAT SERVE POWER, GAS, WATER, SEWER AND/OR TELEPHONE UTILITIES THAT ARE LOCATED ALONG THE RIGHT OF WAY OF YOUR PROPERTY. THE PUD OWNS AND MAINTAINS UNDERGROUND SERVICES ON PRIVATE PROPERTY FOR RESIDENTIAL SINGLE FAMILY HOMES AND WILL MARK LINES UP TO YOUR METER. APARTMENT BUILDINGS, SCHOOLS AND MOBILE HOME PARKS MAY NEED TO RETAIN A PRIVATE LOCATOR, DEPENDING ON METER LOCATIONS. PRIVATE LOCATORS ARE AVAILABLE TO PROVIDE THIS SERVICE FOR A FEE. CALL BEFORE YOU DIG IS A FREE SERVICE, WHICH IS REQUIRED BY LAW. SEVERED UTILITY CABLES OR WATER LINES NOT ONLY INCONVENIENCE PEOPLE, THEY ARE EXPENSIVE TO REPAIR. IF YOU DIG IN AND INTERRUPT POWER OR WATER SERVICE, IT IS RESTORED AT YOUR COST.
AutoCAD SHX Text
FARMER FROG 23210 PARADISE LAKE RD. WOODINVILLE WA, 98077
AutoCAD SHX Text
PROJECT INFORMATION: PARCEL NO.: 27063100100100 27063100100100 ADDRESS: 23210 PARADISE LAKE RD. 23210 PARADISE LAKE RD. WOODINVILLE WA, 98077 PROPERTY SIZE: 32.74 AC 32.74 AC PROJECT SIZE: 3.48 AC 3.48 AC ZONING: RURAL-5 ACRE RURAL-5 ACRE RAIN GARDEN AREA: 0.21 AC 0.21 AC AGRICULTURAL LAND ENHANCEMENT: 2.87 AC 2.87 AC CLEARING AREA: 0.00 AC 0.00 AC IMPERVIOUS AREA: 1.37 AC 1.37 AC GRADING (±50 CY):1,600 CY TOTAL (3,275 CY CUT, 1,675 CY FILL)
AutoCAD SHX Text
ARBORIST/HORITICULTURIST: FARMER FROG CONTACT ZSOFIA PASZTOR ZSOFIA PASZTOR ADDRESS 23210 PARADISE LAKE RD., 23210 PARADISE LAKE RD., WOODINVILLE WA, 98077 EMAIL [email protected] [email protected] PHONE (425) 210-554 (425) 210-554 SURVEYOR AHBL, INC. CONTACT DAVID FOLLANSBEE, PLS DAVID FOLLANSBEE, PLS ADDRESS 2215 N 30TH ST., SUITE 300 2215 N 30TH ST., SUITE 300 TACOMA WA, 98403 EMAIL [email protected] [email protected] PHONE (253) 383-2422 (253) 383-2422 FAX (253) 383-2572 (253) 383-2572 BIOLOGIST: GEOENGINEERS, INC. CONTACT JENNIFER DADISMAN, PWS JENNIFER DADISMAN, PWS ADDRESS 17425 NE UNION HILL RD., SUITE 250 17425 NE UNION HILL RD., SUITE 250 REDMOND WA, 98052 EMAIL [email protected] [email protected] PHONE (425) 383-4940 (425) 383-4940 GEO-ENGINEER: GEOENGINEERS, INC. CONTACT BRIDGET AUGUST, LG, LHG BRIDGET AUGUST, LG, LHG ADDRESS 17425 NE UNION HILL RD., SUITE 250 17425 NE UNION HILL RD., SUITE 250 REDMOND WA, 98052 EMAIL [email protected] [email protected] PHONE (425) 861-6101 (425) 861-6101 FAX (425) 861-6050 (425) 861-6050
AutoCAD SHX Text
PROJECT NOTES: 1. EXISTING TOPOGRAPHY WITHIN SITE BOUNDARY PER "PARADISE FARM AND EXISTING TOPOGRAPHY WITHIN SITE BOUNDARY PER "PARADISE FARM AND TOPOGRAPHIC SURVEY" PAGES 1-7, PREPARED BY AHBL ON JUNE 4TH, 2018. SEE SHEETS 13-19 FOR DETAIL. 2. EXISTING TOPOGRAPHY OUTSIDE OF SITE BOUNDARY IS A COMPOSITE PROVIDED BY EXISTING TOPOGRAPHY OUTSIDE OF SITE BOUNDARY IS A COMPOSITE PROVIDED BY SNOHOMISH COUNTY INFORMATION SERVICES/GIS AND BY INFORMAL GPS SURVEYS BY THE PARKS & RECREATION DEPARTMENT. 3. EXISTING CRITICAL AREAS PER "CRITICAL AREAS REPORT - PARADISE FARM EXISTING CRITICAL AREAS PER "CRITICAL AREAS REPORT - PARADISE FARM PARKING LOT EXPANSION AND GENERAL IMPROVEMENTS PROJECT", PREPARED BY GEOENGINEERS, INC. ON OCTOBER 17TH, 2018. 4. EXISTING TEST PIT INFORMATION PER "GEOTECHNICAL REPORT - PARADISE FARM EXISTING TEST PIT INFORMATION PER "GEOTECHNICAL REPORT - PARADISE FARM PARKING LOT EXPANSION AND GENERAL IMPROVEMENTS PROJECT", PREPARED BY GEOENGINEERS, INC. ON OCTOBER 16TH, 2018.
PARADISE VALLEY
CONSERVATION AREA
100 PERCENT SUBMITTAL
1
7
8
15
17
1
18
AutoCAD SHX Text
TRASH
AutoCAD SHX Text
NOTES 1. EXISTING TOPOGRAPHY WITHIN SITE BOUNDARY PER EXISTING TOPOGRAPHY WITHIN SITE BOUNDARY PER "PARADISE FARM AND TOPOGRAPHIC SURVEY", PREPARED BY AHBL ON JUNE 4TH, 2018. SEE SHEETS 12-19 FOR DETAIL. 2. EXISTING TOPOGRAPHY OUTSIDE OF SITE BOUNDARY IS EXISTING TOPOGRAPHY OUTSIDE OF SITE BOUNDARY IS A COMPOSITE PROVIDED BY SNOHOMISH COUNTY INFORMATION SERVICES/GIS AND BY INFORMAL GPS SURVEYS BY THE PARKS & RECREATION DEPARTMENT. 3. EXISTING CRITICAL AREAS PER "CRITICAL AREAS EXISTING CRITICAL AREAS PER "CRITICAL AREAS REPORT - PARADISE FARM PARKING LOT EXPANSION AND GENERAL IMPROVEMENTS PROJECT", PREPARED BY GEOENGINEERS, INC. ON OCTOBER 17TH, 2018. 4. EXISTING TEST PIT INFORMATION PER "GEOTECHNICAL EXISTING TEST PIT INFORMATION PER "GEOTECHNICAL REPORT - PARADISE FARM PARKING LOT EXPANSION AND GENERAL IMPROVEMENTS PROJECT", PREPARED BY GEOENGINEERS, INC. ON OCTOBER 16TH, 2018.
AutoCAD SHX Text
ROAD & STORM - PLAN
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
0
AutoCAD SHX Text
30
AutoCAD SHX Text
30
AutoCAD SHX Text
60
AutoCAD SHX Text
DATE APPROVED:
AutoCAD SHX Text
SNOHOMISH COUNTY ENGINEER
AutoCAD SHX Text
FOR CONSTRUCTION
AutoCAD SHX Text
JAMES YAP, P.E.
AutoCAD SHX Text
REVIEWED AND APPROVED
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
SNOHOMISH COUNTY
AutoCAD SHX Text
DEPARTMENT OF
AutoCAD SHX Text
PUBLIC WORKS
AutoCAD SHX Text
REGION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
STATE
AutoCAD SHX Text
FED. AID PROJ. NO.
AutoCAD SHX Text
PLAN CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
FUNDING NO.
AutoCAD SHX Text
FIELD BOOK(S):
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
SURVEY NO.
AutoCAD SHX Text
10
AutoCAD SHX Text
WASH.
AutoCAD SHX Text
UPI#
AutoCAD SHX Text
FOR FARMER FROG
AutoCAD SHX Text
PVCA PARKING LOT EXPANSION
AutoCAD SHX Text
19
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
A PORTION OF THE E 1/2 OF THE NE 1/4 OF SEC 31, TWN. 27 N., RGE 06 E W.M.
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
SZABOLCS PASZTOR
AutoCAD SHX Text
DEREK HANN
AutoCAD SHX Text
2
AutoCAD SHX Text
C-101
AutoCAD SHX Text
EXISTING PARADISE VALLEY TRAIL, TYP.
AutoCAD SHX Text
WETLAND A (CAT. 2)
AutoCAD SHX Text
110' WETLAND BUFFER, TYP.
AutoCAD SHX Text
PARADISE LAKE RD
AutoCAD SHX Text
PARCEL BOUNDARY, TYP.
AutoCAD SHX Text
PARCEL #27063100100100
AutoCAD SHX Text
SEE SHEET C-102C-102
AutoCAD SHX Text
10+00
AutoCAD SHX Text
10+00
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
PROJECT BOUNDARY
AutoCAD SHX Text
PROPOSED ROAD CENTERLINE
AutoCAD SHX Text
PROPOSED 12" LOG
AutoCAD SHX Text
PROPOSED HORSE PATH
AutoCAD SHX Text
PROPOSED PEDESTRIAN PATH
AutoCAD SHX Text
PROPOSED GRAVEL ROAD, SEE SHEET X-X FOR DETAIL
AutoCAD SHX Text
PROPOSED PATH, SEE SHEET X-X FOR DETAIL
AutoCAD SHX Text
PROPOSED RAIN GARDEN, SEE SHEET X-X & X-X FOR DETAIL
AutoCAD SHX Text
PROPOSED PEDESTRIAN FENCE
AutoCAD SHX Text
EXISTING PARCEL BOUNDARY
AutoCAD SHX Text
EXISTING RIGHT OF WAY.
AutoCAD SHX Text
EXISTING ROAD CENTERLINE
AutoCAD SHX Text
EXISTING BUFFER
AutoCAD SHX Text
EXISTING FENCE / FARM EXTENTS
AutoCAD SHX Text
TRASH ACCESS & BIN WITH WOODEN ENCLOSURE, TYP. CONFIRM SPECIFICATIONS WITH SNOHOMISH COUNTY PRIOR TO CONSTRUCTION.
AutoCAD SHX Text
5' MIN ISLAND RADIUS, TYP
AutoCAD SHX Text
PRIVATE ROAD 'A'
AutoCAD SHX Text
SEE SECTION A, SHEET C-XXX
AutoCAD SHX Text
EXISTING EDGE OF DRIP LINE, TYP.
AutoCAD SHX Text
FF STAFF
AutoCAD SHX Text
FF STAFF
AutoCAD SHX Text
PROPOSED FARMER FROG (FF) STAFF PARKING, TYP.
AutoCAD SHX Text
25' (APPROX)
AutoCAD SHX Text
PARKING CHANNELIZATION SHOWN FOR GRAPHICAL REFERENCE ONLY. CHANNELIZE AS FIELD CONDITIONS PERMIT.
AutoCAD SHX Text
SD 1, CB w/ DEBRIS BARRIER RIM ELEV. = 327.00 SD 8" I.E. OUT = 325.5
AutoCAD SHX Text
77 LF SD @ 0.65%
AutoCAD SHX Text
PICK-UP/DROP-OFF ZONE. w/ 10 MIN. MAX PARKING
AutoCAD SHX Text
EXIST. 20' BUILDING SETBACK LINE, TYP.
AutoCAD SHX Text
8' TRAIL (SHARED USE)
AutoCAD SHX Text
6' TRAIL
AutoCAD SHX Text
60' EXIST. RIGHT OF WAY
AutoCAD SHX Text
23'
AutoCAD SHX Text
48'
AutoCAD SHX Text
25'
AutoCAD SHX Text
PROPOSED PARKING STALL WITH STALL NUMBER (MARKING ROWS)
AutoCAD SHX Text
SD 8" I.E. OUT = 325.00 w/ 8'x12x1' RIP RAP PAD AND DEBRIS BARRIER
FARMER FROG
HEADQUARTERS
100 PERCENT SUBMITTAL
18
74
16
17
40
41
48
56
67
81
76
77
68
70
73
71
1
55
49
AutoCAD SHX Text
TRASH
AutoCAD SHX Text
TRASH
AutoCAD SHX Text
NOTES 1. EXISTING TOPOGRAPHY WITHIN SITE BOUNDARY PER EXISTING TOPOGRAPHY WITHIN SITE BOUNDARY PER "PARADISE FARM AND TOPOGRAPHIC SURVEY", PREPARED BY AHBL ON JUNE 4TH, 2018. SEE SHEETS 12-19 FOR DETAIL. 2. EXISTING TOPOGRAPHY OUTSIDE OF SITE BOUNDARY IS EXISTING TOPOGRAPHY OUTSIDE OF SITE BOUNDARY IS A COMPOSITE PROVIDED BY SNOHOMISH COUNTY INFORMATION SERVICES/GIS AND BY INFORMAL GPS SURVEYS BY THE PARKS & RECREATION DEPARTMENT. 3. EXISTING CRITICAL AREAS PER "CRITICAL AREAS EXISTING CRITICAL AREAS PER "CRITICAL AREAS REPORT - PARADISE FARM PARKING LOT EXPANSION AND GENERAL IMPROVEMENTS PROJECT", PREPARED BY GEOENGINEERS, INC. ON OCTOBER 17TH, 2018. 4. EXISTING TEST PIT INFORMATION PER "GEOTECHNICAL EXISTING TEST PIT INFORMATION PER "GEOTECHNICAL REPORT - PARADISE FARM PARKING LOT EXPANSION AND GENERAL IMPROVEMENTS PROJECT", PREPARED BY GEOENGINEERS, INC. ON OCTOBER 16TH, 2018.
AutoCAD SHX Text
ROAD & STORM - PLAN
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
0
AutoCAD SHX Text
30
AutoCAD SHX Text
30
AutoCAD SHX Text
60
AutoCAD SHX Text
DATE APPROVED:
AutoCAD SHX Text
SNOHOMISH COUNTY ENGINEER
AutoCAD SHX Text
FOR CONSTRUCTION
AutoCAD SHX Text
JAMES YAP, P.E.
AutoCAD SHX Text
REVIEWED AND APPROVED
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
SNOHOMISH COUNTY
AutoCAD SHX Text
DEPARTMENT OF
AutoCAD SHX Text
PUBLIC WORKS
AutoCAD SHX Text
REGION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
STATE
AutoCAD SHX Text
FED. AID PROJ. NO.
AutoCAD SHX Text
PLAN CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
FUNDING NO.
AutoCAD SHX Text
FIELD BOOK(S):
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
SURVEY NO.
AutoCAD SHX Text
10
AutoCAD SHX Text
WASH.
AutoCAD SHX Text
UPI#
AutoCAD SHX Text
FOR FARMER FROG
AutoCAD SHX Text
PVCA PARKING LOT EXPANSION
AutoCAD SHX Text
19
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
A PORTION OF THE E 1/2 OF THE NE 1/4 OF SEC 31, TWN. 27 N., RGE 06 E W.M.
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
SZABOLCS PASZTOR
AutoCAD SHX Text
DEREK HANN
AutoCAD SHX Text
4
AutoCAD SHX Text
C-102
AutoCAD SHX Text
EXISTING PARADISE VALLEY TRAIL, TYP.
AutoCAD SHX Text
WETLAND A (CAT. 2)
AutoCAD SHX Text
110' WETLAND BUFFER, TYP.
AutoCAD SHX Text
WETLAND B (CAT. 3)
AutoCAD SHX Text
PARADISE LAKE RD
AutoCAD SHX Text
110' WETLAND BUFFER, TYP.
AutoCAD SHX Text
PARCEL BOUNDARY, TYP.
AutoCAD SHX Text
EXIST. 10" FIR TO BE RETAINED, TYP.
AutoCAD SHX Text
10' EXISTING EDGE OF DRIP LINE, TYP.
AutoCAD SHX Text
DRAINAGE CALCULATIONS
AutoCAD SHX Text
PARCEL #27063100100100
AutoCAD SHX Text
SEE SHEET C-101C-101
AutoCAD SHX Text
X LF LIVING WALL OR EQUIVALENT
AutoCAD SHX Text
20' MIN RADIUS, TYP
AutoCAD SHX Text
12'x28' TRAILER HITCH PER THE USDA EQUESTRIAN DESIGN GUIDEBOOK (CHAPTER 10 SECURING HORSES AND MULES).
AutoCAD SHX Text
ADA PORTABLE RESTROOMS, TYP. CONFIRM SPECIFICATIONS WITH SNOHOMISH COUNTY PRIOR TO CONSTRUCTION.
AutoCAD SHX Text
20'
AutoCAD SHX Text
5' MIN ISLAND RADIUS, TYP
AutoCAD SHX Text
PRIVATE ROAD 'B'
AutoCAD SHX Text
PRIVATE ROAD 'C'
AutoCAD SHX Text
PRIVATE ROAD 'A'
AutoCAD SHX Text
SEE SECTION B, SHEET C-XXX
AutoCAD SHX Text
SEE SECTION C, SHEET C-XXX
AutoCAD SHX Text
SEE SECTION A, SHEET C-XXX
AutoCAD SHX Text
SEE SECTION D, SHEET C-XXX
AutoCAD SHX Text
EXISTING EDGE OF DRIP LINE, TYP.
AutoCAD SHX Text
FF STAFF
AutoCAD SHX Text
FF STAFF
AutoCAD SHX Text
PROPOSED FARMER FROG (FF) STAFF PARKING, TYP.
AutoCAD SHX Text
20'
AutoCAD SHX Text
20'
AutoCAD SHX Text
PARKING CHANNELIZATION SHOWN FOR GRAPHICAL REFERENCE ONLY. CHANNELIZE AS FIELD CONDITIONS PERMIT.
AutoCAD SHX Text
SD 5 CB w/ BEEHIVE CENTERED WITHIN 50 LF DISPERSION TRENCH RIM ELEV. AND TOP OF TRENCH = 326.00 12" SD I.E. IN = 324.00
AutoCAD SHX Text
48 LF SD @ 4.16%
AutoCAD SHX Text
10+00
AutoCAD SHX Text
10+00
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
PROJECT BOUNDARY
AutoCAD SHX Text
PROPOSED ROAD CENTERLINE
AutoCAD SHX Text
PROPOSED 12" LOG
AutoCAD SHX Text
PROPOSED HORSE PATH
AutoCAD SHX Text
PROPOSED PEDESTRIAN PATH
AutoCAD SHX Text
PROPOSED GRAVEL ROAD, SEE SHEET X-X FOR DETAIL
AutoCAD SHX Text
PROPOSED PATH, SEE SHEET X-X FOR DETAIL
AutoCAD SHX Text
PROPOSED RAIN GARDEN, SEE SHEET X-X & X-X FOR DETAIL
AutoCAD SHX Text
PROPOSED PEDESTRIAN FENCE
AutoCAD SHX Text
EXISTING PARCEL BOUNDARY
AutoCAD SHX Text
EXISTING RIGHT OF WAY.
AutoCAD SHX Text
EXISTING ROAD CENTERLINE
AutoCAD SHX Text
EXISTING BUFFER
AutoCAD SHX Text
EXISTING FENCE / FARM EXTENTS
AutoCAD SHX Text
PROPOSED PARKING STALL WITH STALL NUMBER (MARKING ROWS)
AutoCAD SHX Text
TRASH ACCESS & BIN WITH WOODEN ENCLOSURE, TYP. CONFIRM SPECIFICATIONS WITH SNOHOMISH COUNTY PRIOR TO CONSTRUCTION.
AutoCAD SHX Text
FF STAFF
AutoCAD SHX Text
FF STAFF
AutoCAD SHX Text
FF STAFF
AutoCAD SHX Text
FF STAFF
AutoCAD SHX Text
FF STAFF
AutoCAD SHX Text
FF STAFF
AutoCAD SHX Text
SD 4 CB w/ BEEHIVE RIM ELEV. = 328.00 12" SD I.E. OUT = 326.00
AutoCAD SHX Text
SD 5 CB w/ BEEHIVE CENTERED WITHIN 50 LF DISPERSION TRENCH RIM ELEV. AND TOP OF TRENCH = 325.00 12" SD I.E. IN = 323.00
AutoCAD SHX Text
SD 3 CB w/ BEEHIVE RIM ELEV. = 325.00 12" SD I.E. OUT = 324.00
AutoCAD SHX Text
48 LF SD @ 4.16%
100 PERCENT SUBMITTAL
AutoCAD SHX Text
APPROXIMATE EXISTING ROAD PROFILE, TYP (±3' WITHIN LIDAR EXTENTS)
AutoCAD SHX Text
PARADISE LAKE RD. (EXIST. MAJOR COLLECTOR)
AutoCAD SHX Text
60' EXISTING PUBLIC R.O.W.
AutoCAD SHX Text
STA.10+00.00 = STA. 19+64.39 @ PARADISE LAKE RD.) ELEV. = 328.20
AutoCAD SHX Text
EXISTING LIDAR PER SNOHOMISH COUNTY GIS, TYP. (APPROXIMATE TO ±3')
AutoCAD SHX Text
EXISTING GRADE, TYP (PER AHBL, SEE SHEETS 12-19 FOR DETAIL)
AutoCAD SHX Text
EXISTING TRAIL HEAD PARKING
AutoCAD SHX Text
ROAD 'B' (PRIVATE ROAD)
AutoCAD SHX Text
STA.13+73.61 = STA. 10+00.00 @ (ROAD 'B') ELEV. = 327.65
AutoCAD SHX Text
ROAD 'D' (PRIVATE ROAD)
AutoCAD SHX Text
STA. 14+50.00 = STA. 10+00.00 @ ROAD 'D' ELEV. = 328.66
AutoCAD SHX Text
ROAD 'C' (PRIVATE ROAD)
AutoCAD SHX Text
STA. 12+33.32 = STA.15+17.25 (ROAD 'A') ELEV. = 330.54
AutoCAD SHX Text
APPROXIMATE EXISTING ROAD PROFILE, TYP
AutoCAD SHX Text
ROAD 'D' (PRIVATE ROAD)
AutoCAD SHX Text
STA. 13+60.73 = STA.16+70.03 (ROAD 'A') ELEV. = 330.20
AutoCAD SHX Text
ROAD 'B' (PRIVATE ROAD)
AutoCAD SHX Text
STA. 15+78.01 = STA.16+90.03 (ROAD 'A') ELEV. = 329.90
AutoCAD SHX Text
ROAD & STORM - PROFILE
AutoCAD SHX Text
4
AutoCAD SHX Text
C-103
AutoCAD SHX Text
SEE BELOW
AutoCAD SHX Text
DATE APPROVED:
AutoCAD SHX Text
SNOHOMISH COUNTY ENGINEER
AutoCAD SHX Text
FOR CONSTRUCTION
AutoCAD SHX Text
JAMES YAP, P.E.
AutoCAD SHX Text
REVIEWED AND APPROVED
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
SNOHOMISH COUNTY
AutoCAD SHX Text
DEPARTMENT OF
AutoCAD SHX Text
PUBLIC WORKS
AutoCAD SHX Text
REGION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
STATE
AutoCAD SHX Text
FED. AID PROJ. NO.
AutoCAD SHX Text
PLAN CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
FUNDING NO.
AutoCAD SHX Text
FIELD BOOK(S):
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
SURVEY NO.
AutoCAD SHX Text
10
AutoCAD SHX Text
WASH.
AutoCAD SHX Text
UPI#
AutoCAD SHX Text
FOR FARMER FROG
AutoCAD SHX Text
PVCA PARKING LOT EXPANSION
AutoCAD SHX Text
19
AutoCAD SHX Text
A PORTION OF THE E 1/2 OF THE NE 1/4 OF SEC 31, TWN. 27 N., RGE 06 E W.M.
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
SZABOLCS PASZTOR, E.I.T.
AutoCAD SHX Text
DEREK HANN, P.E.
AutoCAD SHX Text
SEE ABOVE
AutoCAD SHX Text
SEE SHEET C-5
AutoCAD SHX Text
PRIVATE ROAD 'A' ROAD PROFILE SCALE H: 1" = 20' H: 1" = 20' V: 1" = 5'
AutoCAD SHX Text
PRIVATE ROAD 'A' ROAD PROFILE SCALE H: 1" = 20' H: 1" = 20' V: 1" = 5'
100 PERCENT SUBMITTAL
AutoCAD SHX Text
ROAD & STORM - PROFILE
AutoCAD SHX Text
5
AutoCAD SHX Text
C-104
AutoCAD SHX Text
DATE APPROVED:
AutoCAD SHX Text
SNOHOMISH COUNTY ENGINEER
AutoCAD SHX Text
FOR CONSTRUCTION
AutoCAD SHX Text
JAMES YAP, P.E.
AutoCAD SHX Text
REVIEWED AND APPROVED
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
SNOHOMISH COUNTY
AutoCAD SHX Text
DEPARTMENT OF
AutoCAD SHX Text
PUBLIC WORKS
AutoCAD SHX Text
REGION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
STATE
AutoCAD SHX Text
FED. AID PROJ. NO.
AutoCAD SHX Text
PLAN CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
FUNDING NO.
AutoCAD SHX Text
FIELD BOOK(S):
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
SURVEY NO.
AutoCAD SHX Text
10
AutoCAD SHX Text
WASH.
AutoCAD SHX Text
UPI#
AutoCAD SHX Text
FOR FARMER FROG
AutoCAD SHX Text
PVCA PARKING LOT EXPANSION
AutoCAD SHX Text
19
AutoCAD SHX Text
A PORTION OF THE E 1/2 OF THE NE 1/4 OF SEC 31, TWN. 27 N., RGE 06 E W.M.
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
SZABOLCS PASZTOR, E.I.T.
AutoCAD SHX Text
DEREK HANN, P.E.
AutoCAD SHX Text
SEE SHEET C-4
AutoCAD SHX Text
PRIVATE ROAD 'A' ROAD PROFILE SCALE H: 1" = 20' H: 1" = 20' V: 1" = 5'
100 PERCENT SUBMITTAL
AutoCAD SHX Text
ROAD 'B' (EXIST. PRIVATE ROAD)
AutoCAD SHX Text
STA. 10+00.00 = STA.13+73.61 (ROAD 'B') ELEV. = 327.61
AutoCAD SHX Text
ROAD 'C' (PRIVATE ROAD)
AutoCAD SHX Text
STA. 10+00.00 = STA.14+20.93 (ROAD 'B') ELEV. = 331.96
AutoCAD SHX Text
ROAD 'A' (EXIST. PRIVATE ROAD)
AutoCAD SHX Text
STA. 16+90.03 = STA.15+78.01 (ROAD 'B') ELEV. = 329.90
AutoCAD SHX Text
ROAD & STORM - PROFILE
AutoCAD SHX Text
6
AutoCAD SHX Text
C-105
AutoCAD SHX Text
DATE APPROVED:
AutoCAD SHX Text
SNOHOMISH COUNTY ENGINEER
AutoCAD SHX Text
FOR CONSTRUCTION
AutoCAD SHX Text
JAMES YAP, P.E.
AutoCAD SHX Text
REVIEWED AND APPROVED
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
SNOHOMISH COUNTY
AutoCAD SHX Text
DEPARTMENT OF
AutoCAD SHX Text
PUBLIC WORKS
AutoCAD SHX Text
REGION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
STATE
AutoCAD SHX Text
FED. AID PROJ. NO.
AutoCAD SHX Text
PLAN CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
FUNDING NO.
AutoCAD SHX Text
FIELD BOOK(S):
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
SURVEY NO.
AutoCAD SHX Text
10
AutoCAD SHX Text
WASH.
AutoCAD SHX Text
UPI#
AutoCAD SHX Text
FOR FARMER FROG
AutoCAD SHX Text
PVCA PARKING LOT EXPANSION
AutoCAD SHX Text
19
AutoCAD SHX Text
A PORTION OF THE E 1/2 OF THE NE 1/4 OF SEC 31, TWN. 27 N., RGE 06 E W.M.
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
SZABOLCS PASZTOR, E.I.T.
AutoCAD SHX Text
DEREK HANN, P.E.
AutoCAD SHX Text
SEE BELOW
AutoCAD SHX Text
PRIVATE ROAD 'B' ROAD PROFILE SCALE H: 1" = 20' H: 1" = 20' V: 1" = 5'
AutoCAD SHX Text
SEE ABOVE
AutoCAD SHX Text
PRIVATE ROAD 'B' ROAD PROFILE SCALE H: 1" = 20' H: 1" = 20' V: 1" = 5'
100 PERCENT SUBMITTAL
AutoCAD SHX Text
ROAD & STORM - PROFILE
AutoCAD SHX Text
7
AutoCAD SHX Text
C-106
AutoCAD SHX Text
DATE APPROVED:
AutoCAD SHX Text
SNOHOMISH COUNTY ENGINEER
AutoCAD SHX Text
FOR CONSTRUCTION
AutoCAD SHX Text
JAMES YAP, P.E.
AutoCAD SHX Text
REVIEWED AND APPROVED
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
SNOHOMISH COUNTY
AutoCAD SHX Text
DEPARTMENT OF
AutoCAD SHX Text
PUBLIC WORKS
AutoCAD SHX Text
REGION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
STATE
AutoCAD SHX Text
FED. AID PROJ. NO.
AutoCAD SHX Text
PLAN CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
FUNDING NO.
AutoCAD SHX Text
FIELD BOOK(S):
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
SURVEY NO.
AutoCAD SHX Text
10
AutoCAD SHX Text
WASH.
AutoCAD SHX Text
UPI#
AutoCAD SHX Text
FOR FARMER FROG
AutoCAD SHX Text
PVCA PARKING LOT EXPANSION
AutoCAD SHX Text
19
AutoCAD SHX Text
A PORTION OF THE E 1/2 OF THE NE 1/4 OF SEC 31, TWN. 27 N., RGE 06 E W.M.
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
SZABOLCS PASZTOR, E.I.T.
AutoCAD SHX Text
DEREK HANN, P.E.
AutoCAD SHX Text
PRIVATE ROAD 'C' ROAD PROFILE SCALE H: 1" = 20' H: 1" = 20' V: 1" = 5'
FARMER FROG
HEADQUARTERS
N
0'
H:
V:
NAD 88
30'30'
NAVD 88 & NGVD 29
100 PERCENT SUBMITTAL
AutoCAD SHX Text
STANDARD NOTES: 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL OF THIS EROSION/SEDIMENTATION CONTROL OF THIS EROSION/SEDIMENTATION CONTROL THIS EROSION/SEDIMENTATION CONTROL THIS EROSION/SEDIMENTATION CONTROL EROSION/SEDIMENTATION CONTROL EROSION/SEDIMENTATION CONTROL CONTROL CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PLAN DOES NOT CONSTITUTE AN APPROVAL OF PLAN DOES NOT CONSTITUTE AN APPROVAL OF DOES NOT CONSTITUTE AN APPROVAL OF DOES NOT CONSTITUTE AN APPROVAL OF NOT CONSTITUTE AN APPROVAL OF NOT CONSTITUTE AN APPROVAL OF CONSTITUTE AN APPROVAL OF CONSTITUTE AN APPROVAL OF AN APPROVAL OF AN APPROVAL OF APPROVAL OF APPROVAL OF OF OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND ROAD OR DRAINAGE DESIGN (E.G. SIZE AND ROAD OR DRAINAGE DESIGN (E.G. SIZE AND OR DRAINAGE DESIGN (E.G. SIZE AND OR DRAINAGE DESIGN (E.G. SIZE AND DRAINAGE DESIGN (E.G. SIZE AND DRAINAGE DESIGN (E.G. SIZE AND DESIGN (E.G. SIZE AND DESIGN (E.G. SIZE AND (E.G. SIZE AND (E.G. SIZE AND SIZE AND SIZE AND AND AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, OF ROADS, PIPES, RESTRICTORS, CHANNELS, OF ROADS, PIPES, RESTRICTORS, CHANNELS, ROADS, PIPES, RESTRICTORS, CHANNELS, ROADS, PIPES, RESTRICTORS, CHANNELS, PIPES, RESTRICTORS, CHANNELS, PIPES, RESTRICTORS, CHANNELS, RESTRICTORS, CHANNELS, RESTRICTORS, CHANNELS, CHANNELS, CHANNELS, RETENTION FACILITIES, UTILITIES). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE THE IMPLEMENTATION OF THESE ESC PLANS AND THE IMPLEMENTATION OF THESE ESC PLANS AND THE IMPLEMENTATION OF THESE ESC PLANS AND THE OF THESE ESC PLANS AND THE OF THESE ESC PLANS AND THE THESE ESC PLANS AND THE THESE ESC PLANS AND THE ESC PLANS AND THE ESC PLANS AND THE PLANS AND THE PLANS AND THE AND THE AND THE THE THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND MAINTENANCE, REPLACEMENT, AND MAINTENANCE, REPLACEMENT, AND REPLACEMENT, AND REPLACEMENT, AND AND AND UPGRADING OF THESE ESC FACILITIES IS THE OF THESE ESC FACILITIES IS THE OF THESE ESC FACILITIES IS THE THESE ESC FACILITIES IS THE THESE ESC FACILITIES IS THE ESC FACILITIES IS THE ESC FACILITIES IS THE FACILITIES IS THE FACILITIES IS THE IS THE IS THE THE THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL OF THE APPLICANT/CONTRACTOR UNTIL ALL OF THE APPLICANT/CONTRACTOR UNTIL ALL THE APPLICANT/CONTRACTOR UNTIL ALL THE APPLICANT/CONTRACTOR UNTIL ALL APPLICANT/CONTRACTOR UNTIL ALL APPLICANT/CONTRACTOR UNTIL ALL UNTIL ALL UNTIL ALL ALL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND IS COMPLETED AND APPROVED AND IS COMPLETED AND APPROVED AND COMPLETED AND APPROVED AND COMPLETED AND APPROVED AND AND APPROVED AND AND APPROVED AND APPROVED AND APPROVED AND AND AND VEGETATION/LANDSCAPING IS ESTABLISHED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS OF THE CLEARING LIMITS SHOWN ON THIS OF THE CLEARING LIMITS SHOWN ON THIS THE CLEARING LIMITS SHOWN ON THIS THE CLEARING LIMITS SHOWN ON THIS CLEARING LIMITS SHOWN ON THIS CLEARING LIMITS SHOWN ON THIS LIMITS SHOWN ON THIS LIMITS SHOWN ON THIS SHOWN ON THIS SHOWN ON THIS ON THIS ON THIS THIS THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO BE CLEARLY FLAGGED IN THE FIELD PRIOR TO BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CLEARLY FLAGGED IN THE FIELD PRIOR TO CLEARLY FLAGGED IN THE FIELD PRIOR TO FLAGGED IN THE FIELD PRIOR TO FLAGGED IN THE FIELD PRIOR TO IN THE FIELD PRIOR TO IN THE FIELD PRIOR TO THE FIELD PRIOR TO THE FIELD PRIOR TO FIELD PRIOR TO FIELD PRIOR TO PRIOR TO PRIOR TO TO TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DURING THE CONSTRUCTION PERIOD, NO DURING THE CONSTRUCTION PERIOD, NO THE CONSTRUCTION PERIOD, NO THE CONSTRUCTION PERIOD, NO CONSTRUCTION PERIOD, NO CONSTRUCTION PERIOD, NO PERIOD, NO PERIOD, NO NO NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS BEYOND THE FLAGGED CLEARING LIMITS BEYOND THE FLAGGED CLEARING LIMITS THE FLAGGED CLEARING LIMITS THE FLAGGED CLEARING LIMITS FLAGGED CLEARING LIMITS FLAGGED CLEARING LIMITS CLEARING LIMITS CLEARING LIMITS LIMITS LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED PERMITTED. THE FLAGGING SHALL BE MAINTAINED PERMITTED. THE FLAGGING SHALL BE MAINTAINED THE FLAGGING SHALL BE MAINTAINED THE FLAGGING SHALL BE MAINTAINED FLAGGING SHALL BE MAINTAINED FLAGGING SHALL BE MAINTAINED SHALL BE MAINTAINED SHALL BE MAINTAINED BE MAINTAINED BE MAINTAINED MAINTAINED MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF THE APPLICANT/CONTRACTOR FOR THE DURATION OF THE APPLICANT/CONTRACTOR FOR THE DURATION OF APPLICANT/CONTRACTOR FOR THE DURATION OF APPLICANT/CONTRACTOR FOR THE DURATION OF FOR THE DURATION OF FOR THE DURATION OF THE DURATION OF THE DURATION OF DURATION OF DURATION OF OF OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE ESC FACILITIES SHOWN ON THIS PLAN MUST BE ESC FACILITIES SHOWN ON THIS PLAN MUST BE FACILITIES SHOWN ON THIS PLAN MUST BE FACILITIES SHOWN ON THIS PLAN MUST BE SHOWN ON THIS PLAN MUST BE SHOWN ON THIS PLAN MUST BE ON THIS PLAN MUST BE ON THIS PLAN MUST BE THIS PLAN MUST BE THIS PLAN MUST BE PLAN MUST BE PLAN MUST BE MUST BE MUST BE BE BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND IN CONJUNCTION WITH ALL CLEARING AND IN CONJUNCTION WITH ALL CLEARING AND CONJUNCTION WITH ALL CLEARING AND CONJUNCTION WITH ALL CLEARING AND WITH ALL CLEARING AND WITH ALL CLEARING AND ALL CLEARING AND ALL CLEARING AND CLEARING AND CLEARING AND AND AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ACTIVITIES, AND IN SUCH A MANNER AS TO ACTIVITIES, AND IN SUCH A MANNER AS TO AND IN SUCH A MANNER AS TO AND IN SUCH A MANNER AS TO IN SUCH A MANNER AS TO IN SUCH A MANNER AS TO SUCH A MANNER AS TO SUCH A MANNER AS TO A MANNER AS TO A MANNER AS TO MANNER AS TO MANNER AS TO AS TO AS TO TO TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO THAT SEDIMENT AND SEDIMENT LADEN WATER DO THAT SEDIMENT AND SEDIMENT LADEN WATER DO SEDIMENT AND SEDIMENT LADEN WATER DO SEDIMENT AND SEDIMENT LADEN WATER DO AND SEDIMENT LADEN WATER DO AND SEDIMENT LADEN WATER DO SEDIMENT LADEN WATER DO SEDIMENT LADEN WATER DO LADEN WATER DO LADEN WATER DO WATER DO WATER DO DO DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE SYSTEM, ROADWAYS, OR VIOLATE SYSTEM, ROADWAYS, OR VIOLATE ROADWAYS, OR VIOLATE ROADWAYS, OR VIOLATE OR VIOLATE OR VIOLATE VIOLATE VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE FACILITIES SHOWN ON THIS PLAN ARE THE FACILITIES SHOWN ON THIS PLAN ARE THE SHOWN ON THIS PLAN ARE THE SHOWN ON THIS PLAN ARE THE ON THIS PLAN ARE THE ON THIS PLAN ARE THE THIS PLAN ARE THE THIS PLAN ARE THE PLAN ARE THE PLAN ARE THE ARE THE ARE THE THE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. FOR ANTICIPATED SITE CONDITIONS. FOR ANTICIPATED SITE CONDITIONS. ANTICIPATED SITE CONDITIONS. ANTICIPATED SITE CONDITIONS. SITE CONDITIONS. SITE CONDITIONS. CONDITIONS. CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES THE CONSTRUCTION PERIOD, THESE ESC FACILITIES THE CONSTRUCTION PERIOD, THESE ESC FACILITIES CONSTRUCTION PERIOD, THESE ESC FACILITIES CONSTRUCTION PERIOD, THESE ESC FACILITIES PERIOD, THESE ESC FACILITIES PERIOD, THESE ESC FACILITIES THESE ESC FACILITIES THESE ESC FACILITIES ESC FACILITIES ESC FACILITIES FACILITIES FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM BE UPGRADED AS NEEDED FOR UNEXPECTED STORM BE UPGRADED AS NEEDED FOR UNEXPECTED STORM UPGRADED AS NEEDED FOR UNEXPECTED STORM UPGRADED AS NEEDED FOR UNEXPECTED STORM AS NEEDED FOR UNEXPECTED STORM AS NEEDED FOR UNEXPECTED STORM NEEDED FOR UNEXPECTED STORM NEEDED FOR UNEXPECTED STORM FOR UNEXPECTED STORM FOR UNEXPECTED STORM UNEXPECTED STORM UNEXPECTED STORM STORM STORM EVENTS AND TO ENSURE THAT SEDIMENT AND AND TO ENSURE THAT SEDIMENT AND AND TO ENSURE THAT SEDIMENT AND TO ENSURE THAT SEDIMENT AND TO ENSURE THAT SEDIMENT AND ENSURE THAT SEDIMENT AND ENSURE THAT SEDIMENT AND THAT SEDIMENT AND THAT SEDIMENT AND SEDIMENT AND SEDIMENT AND AND AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE FACILITIES SHALL BE INSPECTED DAILY BY THE FACILITIES SHALL BE INSPECTED DAILY BY THE SHALL BE INSPECTED DAILY BY THE SHALL BE INSPECTED DAILY BY THE BE INSPECTED DAILY BY THE BE INSPECTED DAILY BY THE INSPECTED DAILY BY THE INSPECTED DAILY BY THE DAILY BY THE DAILY BY THE BY THE BY THE THE THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY AND MAINTAINED AS NECESSARY AND MAINTAINED AS NECESSARY MAINTAINED AS NECESSARY MAINTAINED AS NECESSARY AS NECESSARY AS NECESSARY NECESSARY NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE THE ESC FACILITIES ON INACTIVE SITES SHALL BE ESC FACILITIES ON INACTIVE SITES SHALL BE ESC FACILITIES ON INACTIVE SITES SHALL BE FACILITIES ON INACTIVE SITES SHALL BE FACILITIES ON INACTIVE SITES SHALL BE ON INACTIVE SITES SHALL BE ON INACTIVE SITES SHALL BE INACTIVE SITES SHALL BE INACTIVE SITES SHALL BE SITES SHALL BE SITES SHALL BE SHALL BE SHALL BE BE BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH AND MAINTAINED A MINIMUM OF ONCE A MONTH AND MAINTAINED A MINIMUM OF ONCE A MONTH MAINTAINED A MINIMUM OF ONCE A MONTH MAINTAINED A MINIMUM OF ONCE A MONTH A MINIMUM OF ONCE A MONTH A MINIMUM OF ONCE A MONTH MINIMUM OF ONCE A MONTH MINIMUM OF ONCE A MONTH OF ONCE A MONTH OF ONCE A MONTH ONCE A MONTH ONCE A MONTH A MONTH A MONTH MONTH MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM THE 48 HOURS FOLLOWING A MAJOR STORM THE 48 HOURS FOLLOWING A MAJOR STORM 48 HOURS FOLLOWING A MAJOR STORM 48 HOURS FOLLOWING A MAJOR STORM HOURS FOLLOWING A MAJOR STORM HOURS FOLLOWING A MAJOR STORM FOLLOWING A MAJOR STORM FOLLOWING A MAJOR STORM A MAJOR STORM A MAJOR STORM MAJOR STORM MAJOR STORM STORM STORM EVENT. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE SHALL MORE THAN ONE FOOT OF SEDIMENT BE SHALL MORE THAN ONE FOOT OF SEDIMENT BE MORE THAN ONE FOOT OF SEDIMENT BE MORE THAN ONE FOOT OF SEDIMENT BE THAN ONE FOOT OF SEDIMENT BE THAN ONE FOOT OF SEDIMENT BE ONE FOOT OF SEDIMENT BE ONE FOOT OF SEDIMENT BE FOOT OF SEDIMENT BE FOOT OF SEDIMENT BE OF SEDIMENT BE OF SEDIMENT BE SEDIMENT BE SEDIMENT BE BE BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH ALL TO ACCUMULATE WITHIN A TRAPPED CATCH ALL TO ACCUMULATE WITHIN A TRAPPED CATCH ALL ACCUMULATE WITHIN A TRAPPED CATCH ALL ACCUMULATE WITHIN A TRAPPED CATCH ALL WITHIN A TRAPPED CATCH ALL WITHIN A TRAPPED CATCH ALL A TRAPPED CATCH ALL A TRAPPED CATCH ALL TRAPPED CATCH ALL TRAPPED CATCH ALL CATCH ALL CATCH ALL ALL ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED BASINS AND CONVEYANCE LINES SHALL BE CLEANED BASINS AND CONVEYANCE LINES SHALL BE CLEANED AND CONVEYANCE LINES SHALL BE CLEANED AND CONVEYANCE LINES SHALL BE CLEANED CONVEYANCE LINES SHALL BE CLEANED CONVEYANCE LINES SHALL BE CLEANED LINES SHALL BE CLEANED LINES SHALL BE CLEANED SHALL BE CLEANED SHALL BE CLEANED BE CLEANED BE CLEANED CLEANED CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT TO PAVING. THE CLEANING OPERATION SHALL NOT TO PAVING. THE CLEANING OPERATION SHALL NOT PAVING. THE CLEANING OPERATION SHALL NOT PAVING. THE CLEANING OPERATION SHALL NOT THE CLEANING OPERATION SHALL NOT THE CLEANING OPERATION SHALL NOT CLEANING OPERATION SHALL NOT CLEANING OPERATION SHALL NOT OPERATION SHALL NOT OPERATION SHALL NOT SHALL NOT SHALL NOT NOT NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SEDIMENT LADEN WATER INTO THE DOWNSTREAM SEDIMENT LADEN WATER INTO THE DOWNSTREAM LADEN WATER INTO THE DOWNSTREAM LADEN WATER INTO THE DOWNSTREAM WATER INTO THE DOWNSTREAM WATER INTO THE DOWNSTREAM INTO THE DOWNSTREAM INTO THE DOWNSTREAM THE DOWNSTREAM THE DOWNSTREAM DOWNSTREAM DOWNSTREAM SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED CONSTRUCTION ENTRANCES SHALL BE INSTALLED CONSTRUCTION ENTRANCES SHALL BE INSTALLED ENTRANCES SHALL BE INSTALLED ENTRANCES SHALL BE INSTALLED SHALL BE INSTALLED SHALL BE INSTALLED BE INSTALLED BE INSTALLED INSTALLED INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR BEGINNING OF CONSTRUCTION AND MAINTAINED FOR BEGINNING OF CONSTRUCTION AND MAINTAINED FOR OF CONSTRUCTION AND MAINTAINED FOR OF CONSTRUCTION AND MAINTAINED FOR CONSTRUCTION AND MAINTAINED FOR CONSTRUCTION AND MAINTAINED FOR AND MAINTAINED FOR AND MAINTAINED FOR MAINTAINED FOR MAINTAINED FOR FOR FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES DURATION OF THE PROJECT. ADDITIONAL MEASURES DURATION OF THE PROJECT. ADDITIONAL MEASURES OF THE PROJECT. ADDITIONAL MEASURES OF THE PROJECT. ADDITIONAL MEASURES THE PROJECT. ADDITIONAL MEASURES THE PROJECT. ADDITIONAL MEASURES PROJECT. ADDITIONAL MEASURES PROJECT. ADDITIONAL MEASURES ADDITIONAL MEASURES ADDITIONAL MEASURES MEASURES MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE TO INSURE THAT ALL PAVED AREAS ARE TO INSURE THAT ALL PAVED AREAS ARE INSURE THAT ALL PAVED AREAS ARE INSURE THAT ALL PAVED AREAS ARE THAT ALL PAVED AREAS ARE THAT ALL PAVED AREAS ARE ALL PAVED AREAS ARE ALL PAVED AREAS ARE PAVED AREAS ARE PAVED AREAS ARE AREAS ARE AREAS ARE ARE ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
AutoCAD SHX Text
CLEARING AND GRADING - PLAN
AutoCAD SHX Text
PROJECT BOUNDARY, TYP.
AutoCAD SHX Text
PARCEL BOUNDARY, TYP.
AutoCAD SHX Text
PARCEL #27063100100100
AutoCAD SHX Text
ROAD A
AutoCAD SHX Text
ROAD B
AutoCAD SHX Text
ROAD C
AutoCAD SHX Text
ROAD D
AutoCAD SHX Text
PARADISE LAKE RD.
AutoCAD SHX Text
DRAINAGE PATHS, TYP.
AutoCAD SHX Text
10+00
AutoCAD SHX Text
10+00
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
PROJECT BOUNDARY
AutoCAD SHX Text
PROPOSED ROAD CENTERLINE
AutoCAD SHX Text
PROPOSED GRAVEL ROAD
AutoCAD SHX Text
PROPOSED PATH
AutoCAD SHX Text
EXISTING PARCEL BOUNDARY
AutoCAD SHX Text
EXISTING ROAD CENTERLINE
AutoCAD SHX Text
EXISTING TREE DRIP-LINE
AutoCAD SHX Text
EXISTING FENCE / FARM EXTENTS
AutoCAD SHX Text
POST-DEVELOPED MAJOR DRAINAGE BASIN
AutoCAD SHX Text
9
AutoCAD SHX Text
C-201
AutoCAD SHX Text
RECOMMENDED BMP C103/C233: INSTALL ORANGE FENCE (BMP C103) AND/OR SILT FENCE (C233) AT EDGE OF CLEARING AND GRADING.
AutoCAD SHX Text
RECOMMENDED BMP C200: UTILIZE INTERCEPTOR SWALES AT NATURAL DRAINAGE RIDGES, DIRECTING FLOWS TO TESC PONDS/TRAPS WITH CHECK DAMS (BMP C207) AND LEVEL SPREADERS (BMP C206).
AutoCAD SHX Text
3:1 MAX
AutoCAD SHX Text
3:1 MAX
AutoCAD SHX Text
3:1 MAX
AutoCAD SHX Text
2:1 MAX
AutoCAD SHX Text
328
AutoCAD SHX Text
330
AutoCAD SHX Text
326
AutoCAD SHX Text
324
AutoCAD SHX Text
LANDSCAPE LIVING WALL 2 SEE DETAIL ON SHEET C-202 AREA = 688.5 SF = 688.5 SF LENGTH = 171 LF = 171 LF MAX HEIGHT = 4'= 4'
AutoCAD SHX Text
LANDSCAPE LIVING WALL 1 SEE DETAIL ON SHEET C-202 AREA = 90 SF = 90 SF LENGTH = 20 LF = 20 LF MAX HEIGHT = 4'= 4'
AutoCAD SHX Text
EXISTING LIDAR
AutoCAD SHX Text
EXISTING SURVEY
AutoCAD SHX Text
{
AutoCAD SHX Text
PRE-DEVELOPED DRAINAGE BASIN
AutoCAD SHX Text
PROPOSED CLEARING AND GRADING LIMIT
AutoCAD SHX Text
EXISTING 2' & 10' CONTOURS, TYP.
AutoCAD SHX Text
POST-DEVELOPED MINOR DRAINAGE BASIN
AutoCAD SHX Text
PROPOSED 2' & 10' CONTOURS, TYP.
AutoCAD SHX Text
EXISTING TREE DRIP LINE w/ TREE RETENTION
AutoCAD SHX Text
DATE APPROVED:
AutoCAD SHX Text
SNOHOMISH COUNTY ENGINEER
AutoCAD SHX Text
FOR CONSTRUCTION
AutoCAD SHX Text
JAMES YAP, P.E.
AutoCAD SHX Text
REVIEWED AND APPROVED
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
SNOHOMISH COUNTY
AutoCAD SHX Text
DEPARTMENT OF
AutoCAD SHX Text
PUBLIC WORKS
AutoCAD SHX Text
REGION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
STATE
AutoCAD SHX Text
FED. AID PROJ. NO.
AutoCAD SHX Text
PLAN CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
FUNDING NO.
AutoCAD SHX Text
FIELD BOOK(S):
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
SURVEY NO.
AutoCAD SHX Text
10
AutoCAD SHX Text
WASH.
AutoCAD SHX Text
UPI#
AutoCAD SHX Text
FOR FARMER FROG
AutoCAD SHX Text
PVCA PARKING LOT EXPANSION
AutoCAD SHX Text
19
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
A PORTION OF THE E 1/2 OF THE NE 1/4 OF SEC 31, TWN. 27 N., RGE 06 E W.M.
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
SZABOLCS PASZTOR
AutoCAD SHX Text
DEREK HANN
AutoCAD SHX Text
WETLAND A (CAT. 2)
AutoCAD SHX Text
WETLAND B (CAT. 3)
AutoCAD SHX Text
DRAINAGE BASIN A
AutoCAD SHX Text
DRAINAGE BASIN B
AutoCAD SHX Text
2:1 MAX
AutoCAD SHX Text
ROAD A
AutoCAD SHX Text
GRADING QUANTITIES: CUT: = 3,275 CY = 3,275 CY FILL: = 1,675 CY = 1,675 CY NET: = 1,600 CY (CUT) = 1,600 CY (CUT) NOTE: QUANTITIES APPROXIMATE AS FIELD CONDITIONS MAY VARY.
DFAWM
JUNE 4, 2018
2170923.50
ANDY CANEDAY
600 SEWART STREET, SUITE 1700SEATTLE WA, 98101
GEOENGINEERS, INC.
PARADISE FARM BOUNDARY AND TOPOGRAPHIC SURVEY
1
LEGAL DESCRIPTION
VERTICAL DATUM
BASIS OF BEARING
UTILITY NOTES
RELIANCE NOTE
EQUIPMENT USED
SURVEYOR'S CERTIFICATE
N
0 100 200 FEET
1" = 100 FEET
GRAPHIC SCALE
500
PRELIMINARY
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SHEET 7
LEGEND
PARADISE LAKE RD
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
72
DFAWM
JUNE 4, 2018
2170923.50
ANDY CANEDAY
600 SEWART STREET, SUITE 1700
SEATTLE WA, 98101
GEOENGINEERS, INC.
PARADISE FARM
BOUNDARY AND
TOPOGRAPHIC
SURVEY
A PORTION OF THE E 1/2 OF THE NE 1/4 OF SEC. 31, TWN. 27 N., RGE. 06 E. W.M.
SNOHOMISH COUNTY, WASHINGTON.
PARADISE FARM BOUNDARY AND TOPOGRAPHIC SURVEY
2
TOPOGRAPHIC
SURVEY
N
GRAPHIC SCALE
0 30 60 FEET
1" = 30 FEET
15
PRELIMINARY
SHEET 3
SH
EE
T 5
LEGEND
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
73
DFAWM
JUNE 4, 2018
2170923.50
ANDY CANEDAY
600 SEWART STREET, SUITE 1700
SEATTLE WA, 98101
GEOENGINEERS, INC.
PARADISE FARM
BOUNDARY AND
TOPOGRAPHIC
SURVEY
A PORTION OF THE E 1/2 OF THE NE 1/4 OF SEC. 31, TWN. 27 N., RGE. 06 E. W.M.
SNOHOMISH COUNTY, WASHINGTON.
PARADISE FARM BOUNDARY AND TOPOGRAPHIC SURVEY
3
TOPOGRAPHIC
SURVEY
PRELIMINARY
SHEET 4
SH
EE
T 6
N
GRAPHIC SCALE
0 30 60 FEET
1" = 30 FEET
15
LEGEND
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
74
DFAWM
JUNE 4, 2018
2170923.50
ANDY CANEDAY
600 SEWART STREET, SUITE 1700
SEATTLE WA, 98101
GEOENGINEERS, INC.
PARADISE FARM
BOUNDARY AND
TOPOGRAPHIC
SURVEY
A PORTION OF THE E 1/2 OF THE NE 1/4 OF SEC. 31, TWN. 27 N., RGE. 06 E. W.M.
SNOHOMISH COUNTY, WASHINGTON.
PARADISE FARM BOUNDARY AND TOPOGRAPHIC SURVEY
4
TOPOGRAPHIC
SURVEY
PRELIMINARY
SHEET 3
SH
EE
T 7
N
GRAPHIC SCALE
0 30 60 FEET
1" = 30 FEET
15
LEGEND
PARADISE LAKE RD
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
75
DFAWM
JUNE 4, 2018
2170923.50
ANDY CANEDAY
600 SEWART STREET, SUITE 1700
SEATTLE WA, 98101
GEOENGINEERS, INC.
PARADISE FARM
BOUNDARY AND
TOPOGRAPHIC
SURVEY
A PORTION OF THE E 1/2 OF THE NE 1/4 OF SEC. 31, TWN. 27 N., RGE. 06 E. W.M.
SNOHOMISH COUNTY, WASHINGTON.
PARADISE FARM BOUNDARY AND TOPOGRAPHIC SURVEY
5
TOPOGRAPHIC
SURVEY
PRELIMINARY
SHEET 6
SH
EE
T 2
N
GRAPHIC SCALE
0 30 60 FEET
1" = 30 FEET
15
LEGEND
PARADISE LAKE RD
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
76
DFAWM
JUNE 4, 2018
2170923.50
ANDY CANEDAY
600 SEWART STREET, SUITE 1700
SEATTLE WA, 98101
GEOENGINEERS, INC.
PARADISE FARM
BOUNDARY AND
TOPOGRAPHIC
SURVEY
A PORTION OF THE E 1/2 OF THE NE 1/4 OF SEC. 31, TWN. 27 N., RGE. 06 E. W.M.
SNOHOMISH COUNTY, WASHINGTON.
PARADISE FARM BOUNDARY AND TOPOGRAPHIC SURVEY
6
TOPOGRAPHIC
SURVEY
N
GRAPHIC SCALE
0 30 60 FEET
1" = 30 FEET
15
PRELIMINARY
SH
EE
T 3
SHEET 7
SHEET 5
PA
RA
DIS
E LA
KE
RD
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
77
DFAWM
JUNE 4, 2018
2170923.50
ANDY CANEDAY
600 SEWART STREET, SUITE 1700
SEATTLE WA, 98101
GEOENGINEERS, INC.
PARADISE FARM
BOUNDARY AND
TOPOGRAPHIC
SURVEY
A PORTION OF THE E 1/2 OF THE NE 1/4 OF SEC. 31, TWN. 27 N., RGE. 06 E. W.M.
SNOHOMISH COUNTY, WASHINGTON.
PARADISE FARM BOUNDARY AND TOPOGRAPHIC SURVEY
7
TOPOGRAPHIC
SURVEY
N
GRAPHIC SCALE
0 30 60 FEET
1" = 30 FEET
15
PRELIMINARY
SH
EE
T 4
SHEET 6