REV4 APPROVED FIR BLD ENG RESUB1 BLD2019-0026 6-Drop Curb DW and Profiles 6-5-2024REMOVE 8' OF DRI VEWA
RETURN,,AND SIDWALK
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F
CA PA GE
FF=T264.75
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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
RV rnA1TPArTN?
LEGEND
REMOVE 182 SF \
`PASSING OVER
OF ASPHALT &
ADJACENT LOT
REPLACE WITH
\ ASPHALT AT
\
REVISED GRADE
PER PROFILE
I A A I A
WALL 2.5- 3HIGH
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CONCRETE
i •Ii A
TRENCH DRAIN
1 .5-FEET ROM
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EXI TING CUT EDGE
BA CK OF DROP
5
DROP CURB
280
OF SHPAL T
CURB DRI WAY
m
FD
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PA
EL = 264.26
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ASPHAL T TO
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270
BE REMO VED
EXI S TM I G ASPHA 1. T
J.187
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cal
260
11.5q
11 °
61,?ox °�°
1.27
PARADISE
LANE
13.3'
7.5
10'
5
10'
250
N
I I
10+80 10+70 10+60
N
10+50 10+40
rn cy
N CN
N
10+30
N
I
10+20
CN
10+10
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10+00
CENTERLINE DRIVEWAY PROFILE
SCALE 1" = 10'
SEC. 25, TWN. 2'7N, RNG. 03E, 1/4 SW
CONSTRUCTION SEQUENCE:
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS PARADISE LANE PAVEMENT
REQUIRED. RESTORATION NOTE:
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES.
J. CALL FOR UTILITY LOCATES IN A FIELD MEETING WITH THE PROPERTY OWNER AND CONTRACTOR, THE CITY GAVE
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE DIRECTION THAT THE APPROXIMATE WEST HALF OF PARADISE LANE (AS IT SITS
CONSTRUCTION ZONE. ADJACENT TO THE SUBJECT PROPERTY) WILL BE RECONSTRUCTED AS A NEW ROAD
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND SECTION. REMOVAL OF THE CONCRETE ROAD WITH THE NEW ASPHALT ROAD SECTION
EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR S17E CLEARING. EROSION AND SEDIMENTATION AND A BLENDED TAPER INTO THE ADJOINING PARADISE LANE WILL OCCUR. UTILITY
CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UN71L PERMANENT VEGETATION IS ESTABLISHED. PATCHES WITH LESS THAN 20 FT OF SEPARATION SHALL BE COMBINED AND FULL
6. DEMOLISH EXISTING STRUCTURES WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON EXTENT OF
DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES
& CLEAR, GRUB & ROUGH GRADE SITE REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADD177ONAL SURFACE DISTURBANCE IMMEDIATELY AFTER EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED.
ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW)
9. INSTALL U71LI77ES AND OTHER S17E IMPROVEMENTS INCLUDING FRONTAGE IMPROVEMENTS.
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 S17E
STABILIZATION AND APPROVAL BY CITY INSPECTOR.
270
ANDRAIL AREA
8 �
RAMP 2 (TYP•)
�
1100
0
HANDRAIL
� � o
o �
a
RADI U-5= 4. 7'
LENG H= 5.75
�z
ADA RAMP NOTES.
MAXIMUM LONGITUDINAL SLOPE. • 8.37
MAXIUM CROSS SLOPE. 27
LANDING PAD DIMENSION. 5' X 5'
HANDRAIL RETURN
12" PROJECTION MINj
NOTE: NO CURB PROf
FOR THE RAMPS ON
DESIGN
FRONTAGE IMPROVEMENT NOTE:
260 EXISTING FAILING, DAMAGED OR NON—ADA COMPLIANT
FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND
REPLACED AS DETERMINED BY THE CITY ENGINEERING
INSPECTOR.
250
UTILITY CONFLICT NOTE.•
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 7HE
LOCATION, DIMENSION AND DEP774 OF ALL EXIS7ING U77LI71ES
WHE774ER SHOWN ON THESE PLANS OR NOT, BY P07HOLING 774E
U77LI77ES AND SURVEYING 7HE HORIZONTAL AND VERTICAL
LOCATIONS PRIOR TO CONSTRUCTION. 774IS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN
P0774OLING ALL OF 774E EXISTING U77LI77ES AT 774EIR LOCA77ONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHE774ER OR
NOT CONFLICTS EXIST. LOCATION OF SAID U77LI77ES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMA77ON AND ARE SUBJECT TO VARIATION.
a� <
MINIMUM
HANDRAIL
RETURN
(TYP.)
ADA RAMP HANDRAIL PLACEMENT &DIMENSIONS DETAIL
SCALE. • 1" = 5'
ADA RAMP HANDRAIL INSTALLATION DETAIL
VICINITY MAP
N. T. S.
SITE INFORMATION:
PARCEL NUMBER.
27OJ2500JO2600
SITE ADDRESS. •
546 PARADISE LANE
EDMONDS, WA 98020-4650
TOTAL S17E AREA:
30,238SF (0.694 ACRES)
COUNTY
SNOHOMISH COUNTY
ZONING.
RM-2.4
MAXIMUM BUILDING HEIGHT. 25'
SETBACKS. •
FRONT. 15'
SIDE. 10'
REAR: 15'
PROJECT
CONTACT LIST:
OWNER:
PARADISE HEIGHTS HLD, LLC
190 W DAYTON ST STE 103
EDMONDS, WA 98020
DEVELOPER:
MICHEL CONSTRUCTION, INC.
7907 2127H SW, 1102
EDMONDS, WA 98026
PHONE: (425) 776-2211
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
SCALE 1" = 5'
6-05-24 REVISE ADA RAMP ROUTING, ADD HAND RAILS TO ADA RAMP AND ADD HANDRAIL PLAN VIEW DETAIL
5-20-24 ADD AS -BUILT ELEVATIONS OF DROP CURB DRIVEWAY, ADD DRIVEWAY PROFILES, REVISE LOCATION OF ADA RAMP, REMOVE ASPHALT IN D/W & REGRADE.
4-17-24 CHANGE ACCESS DRIVEWWAY PAVEMENT TYPE TO CONCRETE FROM BACK OF SIDEWALK TO ADA PATH CITY ENGINEERING DIVISION
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
3-11-24 REVISION TO APPROVED PLANS -ADD DROPCURB DRIVEWAY AND REVISE LOCA77ON 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
DOE WASH��i LAND USE PLANNING & CIVIL ENGINEERING
Q� c� cll FOR
Know what's below. SNOHOMISH, WA 98290 PARADISE HEIGHTS
-0 1 �� PHONE 206-71S-9582
Call 811 two business days �0- ,p 27367 p �`� �� TAX PARCEL: 27032500302600 ORIGINAL ISSUE DATE: 03-11-24
4111)
before you dig. ��SONALER��G\� ��
FT www.DONNABRESKE.com APP #: BLD20160026