REV3 APPROVED ENG BLD FIR DRIVEWAY-ADA-WALLS-FDC-HYDRANT 4-17-2024z: -
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SEC. 25, TWN. 27N, RNG. 03E5 114 SW
CONSTRUCTION SEQUENCE: PARADISE LANE PAVEMENT
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO RESTORATION NOTE:
DAY (48 HR) NOTICE IS REQUIRED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. IN A FIELD MEETING WITH THE PROPERTY OWNER AND CONTRACTOR, THE CITY GAVE
INSPECTOR. J. CALL FOR UTILITY LOCATES. DIRECTION THAT THE APPROXIMATE WEST HALF OF PARADISE LANE (AS IT SITS
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF ADJACENT TO THE SUBJECT PROPERTY) WILL BE RECONSTRUCTED AS A NEW ROAD
VEGETATION OUTSIDE THE CONSTRUCTION ZONE. SECTION. REMOVAL OF THE CONCRETE ROAD WITH THE NEW ASPHALT ROAD SECTION
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL AND A BLENDED TAPER INTO THE ADJOINING PARADISE LANE WILL OCCUR. UTILITY
l TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO PATCHES WITH LESS THAN 20 FT OF SEPARATION SHALL BE COMBINED AND FULL
3 3 \ ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON EXTENT OFDISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE
BLOCK WALL TO SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
3 / BE OWNED AND 6. DEMOLISH EXISTING STRUCTURES OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES
\ 3 \ MAINTAINED BY EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED.
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES
OVWSD 8. CLEAR, GRUB & ROUGH GRADE SITE REVEGETA7E DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE
DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER
\ 3 LANDSCAPE BLOCK EROSION CONTROL NOTES BELOW)
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS
WALL 1 '- 3' HIGH 13. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETA77ON OF ENTIRE SITE
\ ° \ 14. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL
BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR.
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258 _ AREA OF REVISIONS
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WALL 1'-4' HIGH
WALL DRAINAGE TO CONNECT / J
TO OUTFALL ON PRIVATE �/ LANDSCAPE BLOCK
PROPERTY WALL 1'-2.5' HIGH 2-
ALL WALLS TO BE LOCATED
ENTIRELY ON PRIVATE
PROPERTY
PEDESTRIAN WALKWAY EL = 264
EXISTING SITE FEATURES AND BOUNDARY NOTE.
EXISTING SITE FEATURES, BOUNDARY, AND TOPOGRAPHY WERE
PROVIDED BY A SURVEY PREPARED BY GREENE LAND SURVEYING
DATED 9-14-18 .
AS -BUILT POINT ELEVATIONS SHOWN ON THIS DRAWING PROVIDED
BY CONTRACTOR
UTILITY CONFLICT NOTE.•
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES
WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL
LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN
POTHOLING ALL OF THE EXISTING UTILITIES AT THEIR LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR
NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN
ON 774ESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMA77ON AND ARE SUBJECT TO VARIATION.
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264-58
FRONTAGE IMPROVEMENT NOTE:
EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT
FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND
REPLACED AS DETERMINED BY THE CITY ENGINEERING
a •,
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Separation of the two wall to be a 1 to
1 1 in measurement. (examle. 2 feet / 1
high 2 feet of separation) _ _ - - - L j
ADA RAMP NOTES.
MAXIMUM LONGITUDINAL SLOPE. • 8.3%
MAXIUM CROSS SLOPE- 2%
LANDING PAD DIMENSION: 5' X 5'
Approved
DFM CMrLS F�u.rt
South County Fire
Date: 04/23/2024
04-23-2024
REVISION 3
NOTE- APPROVED
DRIVEWAY, ADA, WALLS,
FDC, AND HYDRANT
LOCATIONS ONLY.
DFM BURT
LEGEND
CONCRETE
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LEGAL DESCRIPTION: VICINITY MAP
APN: 27032500JO2600 N.T.S.
ALL THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY,
WASHINGTON, LYING NORTH OF STATE ROAD NO. 1-W AND SOUTH OF COUNTY ROAD,
EXCEPT THE EAST 15 FEET THEREOF, AS MEASURED ON THE SOUTH LINE;
EXCEPT THE WEST 262.90 FEET OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER, MEASURED ON THE NORTH LINE,•
AND EXCEPT THE FOLLOWING DESCRIBED TRACT
BEGINNING AT A POINT ON THE SOUTH LINE OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER 15 FEET WEST OF THE SOUTHEAST CORNER THEREOF,•
THENCE NORTH 1' EAST 95.54 FEET TO THE SOUTHERLY LINE OF COUNTY ROAD,
THENCE NORTHWESTERLY ALONG THE SOUTHERLY LINE OF COUNTY ROAD 168.19 FEET,•
THENCE SOUTH V WEST 71.94 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF TRACT CONVEYED TO
OTTO E. MARTEN AND WIFE, BY DEED UNDER RECORDING NO. 1029868,'
THENCE NORTH 8832' WEST 260.05 FEET, MORE OR LESS, TO THE NORTHERLY LINE OF STATE ROAD 1-W,-
THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID STATE ROAD 236.05 FEET, MORE OR LESS, TO POINT A ON THE SOUTH LINE OF SAID SUBDIVISION, 180 FEET WEST OF THE SOUTHEAST CORNER THEREOF,•
THENCE SOUTH 8832' EAST 165 FEET TO THE TRUE POINT OF BEGINNING,•
ALSO EXCEPT PORTION CONVEYED TO THE STATE OF WASHINGTON UNDER RECORDING NO. 2159660.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
CURB SHOWN FROM 8 Ss
PREVIOUS DESIGN \ 19 .4 262 2 s 619 262•14 TEMP
SHALL NOT TO BE _ =L N6, a. ' d ° 2 ��° Sdg \ ASHPHALT
CONSTRUCTED AND/OR 1 \ �44 263.00 O6ADA RAMPSHALL BE REMOVED AS 0 ,�° \•° �° a s 263'3'FDCSPART OF THIS REVISION Q 9 10'
(TYP)262.0 TOE �
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FDC LANDSCAPE BLOCK WALL DETAIL
BUILDING OFFICIAL
Apr 22 2024
APPROVED DATE
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6' TYP
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SAWCUT
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NOTES:
O CURB AND GUTTER SHALL BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR.
DRIVEWAY APRON INCLUDING WING RAMPS SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8" CSTC COMPACTED TO 95%
MAXIMUM DENSITY.
SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY.
2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520.
CONCRETE SHALL BE CLASS 3000.
CURB TRANSITION SHOULD MAINTAIN A SLOPE NO GREATER THAN 8.3%. IF THE SLOPE REQUIREMENT CANNOT BE ACHIEVED, MAXIMUM CURB THE
TRANSITION LENGTH SHALL BE 15-FEET.
MAINTAIN 1/2" LIP AT GUTTER.
IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY.
INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK.
FINISH SHALL BE LIGHT BROOM.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
DRIVEWAY APPROACH
TYPE I
REVISION
REVISION DATE
JANUARY 2018
4/16/2024
CITY OF EDMONDS
STANDARD
DETAIL
DEVELOPMENT
SERVICES DEPARTMENT
APPROVED BY: R. ENGUSH 1 TR - 5,41
SITE INFORMATION: REFER ALSO TO:
N. T.S. I o� PROJECT CONTACT LIST: PARCEL NUMBER: 27OJ2500302600 - ENCROACHMENT PERMIT #ENG2023-0432
O O 0) - WATER REVISION PLANS APPROVED BY OVWSD
LANE
� Q0 � OWNER: DEVELOPER: SITE ADDRESS. EDMONDS,DISE WA 98020-4650
18' MIN. THICKNESS
FILTER FABRIC SIDE. &
KEYSTONE CAP UNIT
KEYSTONE COMPAC UNIT
1" - 1 1/4"
151
P 8"
EXISTING GRADE
4" PERFORATED PVC DRAINAGE WITH/
UNREINFORCED CONCRETE OR
HOLES UP.
7IGH7LINE FD TO STORMDRAIN SYSTEM PER CRUSHED STONE LEVELING PAD
PLANS
MODULAR BLOCK (KEYSTONE) WALL
N. T.S.
REFER TO GE07ECHNICAL
CALCULATIONS FOR SURCHARGE
LOADING REQUIREMENTS AND
BLOCK WALL DESIGN.
EDGE OF EA SEMEN T
EOf� WALKWA Y
PASSIN-C -OVER
ADJACENT LOT
\\,,,LAN-B OCK
WALL 2.5'- 3' HIGH
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Know what's below.
Call 811 two business days
before you dig.
PARADISE HEIGHTS HLD, LLC MICHEL CONSTRUCTION, INC.
190 W DAYTON ST STE 103 7907 212TH SW, 1102 TOTAL SITE AREA: 30,238SF (0.694 ACRES) APPROVED FOR CONSTRUCTION
EDMONDS, WA 98020 EDMONDS, WA 98026
PHONE. (425) 776-2211 COUNTY: SNOHOMISH COUNTY CITY OF EDMONDS
ZONING. • RM-2.4 ENGINEERING DIVISION
CIVIL ENGINEER: APPROVED AS NOTED
DONNA L. BRESKE, P.E. MAXIMUM BUILDING HEIGHT. 25'
21 AVE. A, SUITE 4
SNOHOMISH, WA 98290 SETBACKS. • FRONT 15' �/ 4/23/2024
PHONE. • (425) 334-9980 SIDE. • 10'
EMAIL: donnabreske®comcast.net REAR. 15'
4-17-24 CHANGE ACCESS DRWEWWAY PAVEMENT TYPE TO CONCRETE FROM BACK OF SIDEWALK TO ADA PATH C TY E G N I V SI N
4-11-24 REVISION TO APPROVED PLANS -REVISE FDC WALL HEIGHT & GRADING, ADD WALL BEHIND WM'S, ADD EASEMENT LINE FOR WALKWAY
3-13-24 REVISION TO APPROVED PLANS -REVISE FDC WALLS AND GRADING TO REMOVE ENCROACHMENT IN PARADISE LANE ROW REVISIONS ONLY: DRIVEWAY, ADA, WALLS, FDC, HYDRANT LOCATIONS
3-11-24 REVISION TO APPROVED PLANS -ADD DROPCURB DRIVEWAY AND REVISE LOCATION OF ADA RAMP WALKWAY FROM PARADISE LANE
L. DONNA BRESKE &ASSOCIATES DROP CURB DRIVEWAY & ADA RAMP WALKWAY ACCESS LOCATION
CHANGE FROM PARADISE LANE REVISION TO APPROVED PLANS
WASH LAND USE PLANNING & CIVIL ENGINEERING FOR
' 21 AVE A, SUITE 4 PARADISE HEIGHTS
u SNOHOMISH, WA 98290
-o �� J �� PHONE 360-294-8941 TAX PARCEL: 27032500302600
ORIGINAL ISSUE DATE: 03-11-24
GI To��s �NALERG\� > \/
APP #: BLD20160026 ww.DONNABRESKE.com SCALE: 1"
wPERMIT #: BLD20190026 = 10' SHEET: 1 of 1
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