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MAR 28 1
1/4 SEC: 32-27-04 SW LAT:47.7789505 (47' 46 T
TAXLOT #: 01140200000700 LONG:-122.3325468 (122 1 I
SECTION 32 TOWNSHIP 27 RANGE 04 QUARTER SW SHORESHIRE BILK 000 D-00
LOT 7
BUILDING
w <<
opyE',tl>T,t [ , fro 8r
at rf°rM, Com4octjon Inc,
Th05 00CaAIVVT Ia PROPM9f lR0PEPr( OF WA TERFRt„K—
r;4 ,*TPQC'2oN 9d"k"t,., AND IS NOT TO YE USED, IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF WATERFRONT CONSTRUCTION INC..
PURPOSE° Nr*LAT[0N CORRECTION
PROJECT NAME; LE'd
PROPOS'E'0:.
REMOVF EMST'RG PIER, RAMP & MAIIMIAIS!N ELo;'T,
IhISTALL PIVN FULLY GRAFED RAMP rye MA04WALYK P'L.OAT
DATUM
ADJACENT OWNERS:
REFERENCE #'
THOMPSON DAISY/CRUMPLER MICHELLE
SH'E LOCATION ADDRESS:
_
NEAR/AT ED4C1P�TD � IN:, . KE BAt.t IN ER
24213 76TH AVE W
COUNTY SN,10 tlE M' H STATk WA
EDMONDS, WA. 98026
75�2 24 #RU PI SW
.....
CAMPA JOHN/AGNIESZKA
EOMONID INN 98026
AE'PIL BY: CANXH11 LEI
7534 243RD PL SW
EDMONDS, WA 98026
...�
fiJWG#: "� ha .370rO2.A1-1
SHEET; '[ 0417: 7 DATE 5 15— 16
EXISTING PIER
TO BE REMOVED
low
PROJECT DESIGNED BY:
Waterfront Construction Inc.
THIS DOCUMENT IS PROPRIETARY PROPERTY OF WATERFRONT
CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF WATERFRONT CONSTRUCTION INC..
APPROXIMATE
SHORELINE
EXISTING SHRUBS/TREES
ALONG SHORELINE
TO BE REMOVED
(2) EXISTING 4x4 POST
PILING TO BE REMOVED
EXISTING RAMP
TO BE REMOVED
ROCKERY TO REMAIN
EXISTING SHRUBS/TREES
ALONG SHORELINE TO REMAIN
EXISTING FLOAT
TO REMAIN
EXISTING DETAIL VIEW \
SCALE: 1 "=10'
1 6' - 03
12' 7' 18'-22„ .. ___ ....... 12-22,
(PIER) .0 (RAMP) (FLOAT) (FLOAT) EXISTING FLOAT
EXISTING FLOAT TO REMAIN
APPROXIMATE TO BE REMOVED
GRADE2-16-16
l LAKE LEVEL
10't
EXISTING SHORELINE
ROCKERY TO REMAIN
�_.�...,._ • . �.`-"""�^LAKE
BOTTOM
(2) EXISTING 4x4 POST L
PILING TO BE REMOVED
EXISTING ELEVATION VIEW
10' 5' 2' C 10'
SCALE: 1"=10' REFERENCE
RESUB
,APPLICANT CANXIN LEI LL _ ..... ..
PROPOSED:
EXISTING RAMP 28 S/F ��``�� � q EXISTINGREMOVE PIER, RAMP & MAINWALK FLOAT,
EXISTING FLOATS 278 S/F W"6 � 2 01 INSTALL NEW FULLY GRATED RAMP & MAINWALK FLOAT
s INST .....ww_AT,
SHEET:3 0 •.••••• --- •--•.--.. ..- .. F 7 NEAR/AT EDMONDS
TOTAL: 347 S/F �....................
DATE,3-15-16 DWG :16 37002-A3-1
PROPOSED
CONCRETE -
SHOREMOUNT
I
P
L
APPROXIMATE
SHORELINE
15'
(PROPOSED RAMP)
PROJECT DESIGNED BY:
Waterfront Construction Inc,
THIS DOCUMENT IS PROPRIETARY PROPERTY OF WATERFRONT
CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF WATERFRONT CONSTRUCTION INC..
PROPOSED FULLY (4) PROPOSED,( ,
GRATED RAMP 4" STEEL FLOAT
GUIDE PILES
(PROPOSED FLOAT) (EXISTING FLOAT)
16'-04"
49'-5" OVERALL _.
EXISTING SHORELINE
ROCKERY TO REMAIN
EXISTING SHRUBS/TREES
_ ALONG SHORELINE TO REMAIN
APP-R,OV'ED BYFLANNING
i5 ,Z
PROPOSED DETAIL VIEW
SCALE: 1"=10'
PROPOSED PROPOSED FULLY
- CONCRETE SHOREMOUNT GRATED RAMP PROPOSED FULLY EXISTING FLOAT
GRATED FLOAT �+�- TO REMAIN
Rl-------------
l'-6"±_,_jAI<E LEVEL
APPROXIMATE _/+
GRADE
EXISTING SHORELINE w,j
ROCKERY TO REMAIN
'� � '-4
LAKE
. BOTTOM
(4) PROPOSED 4 ��,✓ `""'"°� �..�
FLOAT GUIDE PILES --
PROPOSED ELEVATION VIEW
10' 5' 2' 0 10'
SCALE: 1"=10' REFEREUCE
RESUB PROPOSEi �t9i 1,E'f ..._.��.�.
APPLB� ,4„ .... �m
....FIT, D.
PROPOSED RAMP 60 S REMOVE EXISTING PIER, RAMP & MAINWALK FLOAT.
ESOS RAMP OVERLAP 2 S/F SHEEATE�T5- 1.r 1F> OF T
TOTAL DWG /A EDMONDSA4 AT.
L344 5/F INSTALL NEW FULLY GRATED RAMP & MAINWALK FLOAT
pi I
CM OF
EDMON
DS
PROJECT DESIGNED BY:
Waterfront Construction Inc.
THIS DOCUMENT IS PROPRIETARY PROPERTY OF WATERFRONT
CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF WATERFRONT CONSTRUCTION INC,.
4
STAINLESS STEEL
ANGLE k3RAUE
PROPOSED
RAMP SECTION VIEW A -A
12" 6" 3" 0'
SCALE: 3/4"=1'
MATERIAL LIST
PART SPECS TREATMENT
GR.........................................._
ATING MOLDED PLASTIC NONE
HARDWARE STEEL STAINLESS OR HDG,
3" CHANNEL,
TUBE, OR ANGLE
CROSS TIES
TYPICAL EVERY 2
MAR 218 2016
E:EfEt LyE CE"E. ..
APPLICANT: CANXIN.....
LEI
PROPOSED:
REMOVE EXISTING PIER, RAMP & MAINWALK FLOAT,
NEW FULLY GRATED RAMP & MAINWALK FLOAT,
SHEETAL 5OF�7 NEAR/AT�EDMONDS
DATE: 3-15 16 DWG . 16-37002 AS 1
PROJECT DESIGNED BY:
Waterfront Construction Inc,
THIS DOCUMENT IS PROPRIEGIRY PROPERTY OF WATERFRONT
CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF WATERFRONT CONSTRUCTION INC..
STAINLESS STEEL PROPOSED
PROPOSED
4x6 WALERS
LAG BOIL
PROPOSED 2
(WITH 2x6 DIAGONALS BETWEEN JOISTS)
FLOAT SECTION VIEW B-B
12" 6" 3" O' 1'
SCALE: 3/4"=1'
MATERIAL LIST
PART _
SPECS .....................
TREATMENT
PILING
4" STD WALL
EPDXY COATED OR HDG
GRATING
MOLDED PLASTIC
NONE
WALERS
4'x6" DF #2 OR BTR.......................
ACZ"C..Z"A -------------- -
JOIST
2"x6" DF #2 OR BTR
ACZZA
DIAGONALS
2"x6" DF # 2 OR BTR
AC A
HARDWARE
STEEL
STAINLESS OR HDG.
TYP. COMPRESSION
RODS AT APEX W/
COUNTERSUNK
WASHERS & NUTS
PROPOSED
2'x4'x16"
FLOAT TUB
I
REf ERENICB _...........
AP PL1C,ANT; CANXLN ...
_ LEI
PROPOSED. _. w
REMOVE EXISTING PIER, RAMP & MAINWALK FLOAT.
INSTALL NEW FULLY GRATED RAMP & MAINWALK FLOAT.
SHEET„ 6 OF: 7 NEB/AT E'DMONCBS�
DATE 3-1' 5_16 DW'G#1F-,uPGh�2-,A6-_g
wCP' W
PROJECT DESIGNED BY:
Waterfront Construction Inc.
THIS DOCUMENT 15 PROPRIETARY PROPERTY OF WATERFRONT
CONSTRUCTION INC.., AND IS NOT TO BE USED, IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF WATERFRONT CONSTRUCTION INC.
APPROXIMATE
SHORELINE
,J.. ^" 5p'M' t T'kNG
RAMP
P_ -- -
>gPR P SEI.),1
FLOAT p
71
m
m
m
r
r
Z
m
mI
PLANTING PLAN RESUB
16' 8' 4' 0' 16'
SCALE: 1/1 6"=1'
BUILDING DEPART
PLANT LEGEND rjM ofDS
(3) VINE MAPLE (ACER CIRCINATUM) FEEEN
APPLICANT: CANXIN LEI
(1) DOUGLAS FIR (PSEUDOTSUGA MENZIESII) (PROPOSED:
REMOVE EXISTING PIER, RAMP & MAINWALK FLOAT
INSTALL NEW FULLY GRATED RAMP & MAINWALK FLOAT,.
. 7 OF: 7 NEAR/AT: EDMONDS
(1) PACIFIC WILLOW (ACER CIRCINATUM) SHEET,
DATE:3-15-16 DWG :16-37002-A7-1