ENG APPROVED BLD2020-0485+Site_Plan+6.29.2020_12.52.01_PM00463301000402
i
3
EXISTING HOUSE /
SW114, SEC 31, TWP 27N, RGE 4E, W.M.
�o
�O
0�
;s----ss----ss
10' PRIVATE DRAINAGE_7E4SEMENT
I o 0 0 1 (AFN 201912300152)
EXISTING SIDE SEWER
116j" CUT & CAP SEWER LINE TO IOVWD SEWER MAIN
I, l i 1 1 I SCALE. 1"= 20'
Qh EXISTING BUILDING 1 0 10 20 40
I�
1 iilil
1
00463301500300
jllil
11
I I '
I I I
-EXISTING SIDE SEWER TO BE
1 i I REMOVED FROM HOUSE TO
SEWER EASEMENT
I I I I I
li i i i �400
1 1 \__402
1 1\ _ _4406
x=408- -
1 FENCE -eOR- � '
1 -
lE 15 CMP(W)r33Z.49 yg" I / / r / x �- -41b
lE 15" CMP(S)r398.14 -, A ° 0 26"1 �5„ F � /
Al
-1- SD- - - �- SD x f EXISTING G OU AP 1
CONTOUR ( ) / H I EXISTING BUILDING
END FENCE
I I OF PROPERTY LINE
/ // 0„ 1
0 a 5
k X '/ '� ALL EXISTING TREE TO REMAIN. ' 1
IE 15" CMP=400.40 PROVIDE TREE PROTECTION ' X 28 , i ' // / / MEASURES WHERE REQUIRED EX GRAVEL / C/MMERON i
EXISTING SIDE SEWER TO BE i C / i / BY CITY OF EDMONDS. (TYP)
REMOVED FROM HOUSE TO F 55 DRIVEWAY TO
MIN 20' FROM HOUSE. /^I i ' 2 1 EXISRN - BE REMOVED A I CONDOM/N/Ul�l/
(EXACT LOCATION TO BE i %/ / I �ARAGE TO BE/ iC
DETERMINED IN FIELD) / I REMOVED ��� X (A�N 9503305003)
0" 1it SN/ / ' W I I
7/7
� [ .1
SP635 11-78 1/ I J � i
( r f / /' 32 ".)
(AFN 7912120296) I �, 11 p= E CONRIC EMOVED AY I x ��.
/' /IOUsE �\ /I I �� I 12"
EXISTING HOUSE i ry/ ��_\ / % /#8117 �i I �\ � F
I , EXISTING /
_ _ 0 _ HOUSE TO BE F
FOUND 1'rIRON PIPE, UP '2.2I I o
I1 ENGFENCE 3.4'E
I Z IREMOVEDSHOT AT BASE. 1.7(E) & 1.3(N) 6» OF PROPERTY LINE
OF CORNER. p END FENCE 6.2'(W) OF OI I i I I DEA40LI TION NOTES: � � � � nG
PROPERTY LINE x l i 1. BALL ONSITE IMPROVEMENTSr,TO BE REMOVED c�
UNLESS OTHERWISE NOTED. \ \ I i 1
I v I 1 2. SITE SHALL BE PERMANENTLY STABILIZED PRIOR 1 10
z / TO FINAL OF DEMOLITION PERMIT UNLESS I o
/ 5-AP
18SUBDIVISION CIVIL PLANS HAVE BEEN ISSUE AND SITE IS BEING MONITORED AND MAINTAI LI
EXISTING HOUSE II I �' / UNDER SEPARATE DEVELOPMENT PLAN. I
END FENCE 6.1 ' W I I / IL _ I I l i
OF PROPERTY LINE I I / I I CO __ �� I I j C �`�
I I// I NCRE DVgLLS ` 10" 44"
AP I I / �� r
ORANGE FILTER FABRIC EX WALLS 1TO II I / i F II26„ I EXISTING BIULDING
J FENCE PER fDMONDS BE REMOVEDL - - -
STD DWG NO.`ER-900 1 II 1 /
(SEE DETAIL THIS SHT) NOTE: 1
ALL ONSITE IMPROVEMENTS
TO BE REMOVED UNLESS I I 1 II
OTHERWISE NOTED j 1 11 1
410' U II
X WATER SERVICE TO BE CUT & CAfrPED
AT THE METER & YARD HYDRANT OR /
' HOSE BIB WITH AVB TO BE INSTALLED 1 1 52" i 1 v it
END FENCE 3.5 LY
/
CB RIM=41716 C ' & 1.4 (S) OF
1 ° /�
/ 1E 12" CPP(N)=412.46 p PROPERTY CORNER
lE 15"RCP=411.29 /E 12" CPP(E)=412.46 1 `
i p CB RIM=419.24 /E
I � v 12" CPP(W)=415.19
N 89 07'45" W 146.14'1-
,41�-L--------- ��' - O� - - - - - - - - - - - -422 - - - -
- --W'-- --W -- - w- --w = P w--t�T--w--w- -w
95.94
- 182.44
INSTALL CB PROTECTION ,' o i 89 `O7'45" W 1
PER CITY STD DWG ER-902
(SEE DETAIL THIS SHT) 240TH ST SW
1 �
----ss SD -Ss- - -Ss--Ss--ss- ---SSA-SS---SS----SS----Ss--I-S$----SS---
-
-SD--=- --
SD- - - SSMH RIM=418.13
--- -�� - -- - - - - - - - - lE 8" PVC(W)=40 .93__--_--
\ - - - CB 2- CPP W)= \ I lE 8" PVC(E)=409 93 �\ I / T- - _-_-_I =-_ _ _ -� __
lE 12" CPP(W) �F14:'t0- 7- - - � / / lE 8" PVC(E)=409 83 1 = 1
\ I lE 12" CPP(E)=413.60 \ \ � I 0� / -
- -� lE 12" CPP(S)=413.40 �\ / SD EX MAILBOXES
TRAC 1E 15"RCP(N)=413. 0
CB R1M=416.67 1 �\\ , FOUND CASED CONC. MON. W/BRASS P/N /N 2"
o \ 418o CONC. FILLED /.P. DOWN 0.60'. 1.55'(S) OF CIL. lE 12" RCP(SE)=414.37 �,1 cn -r� cl) VISITED 5-24-19
\ lE 12" PVC(W)=414.37 r --W I CB RIM=41789
lE 12" RCP(NE)=415.39I
I 11 I lE 12" RCP(W)=415.39
\ CB R/M=41745 lE 8" RCP(S)=415.69
IE 12" RCP(NW)=414.60 1
/ IE 12" RCP(E)=414.65 11 T I 1
\ lE 8" CMP(S)=416.75 I t o 1 I1 '1 1 1 LOT I
� I N / 11
l\\ I 00 N -420- � 1 11 1
i 11- t 1 I
I I I
FOUND CONC. R. 0. W. MON. UP
HANSBURY SOUNC 4.50'. 0.3'(S) & 1.8'(E) OF
CORNER. ffNCE 0.9'(N) A T
VIEW TRACTS CORNER.• VISITED 5-24-19.
EXISTING
004633.0100�'302 `SHED
k00/ pOry kOA'� --- TEMPORAR� GRADING EASEMENT
06�' (AFN 201912J&1,W)
WOOD FENCE X N/89 07'45'" Y19 146.11' _ 08 -`�
24"
I
I I I I
0 114" I
X 1 10' SEWER EASEMENT 30" / I
12 "x2
M I #8005210087 1 /
_7��
M 74 I l / C
C; ;
M 28» I l
26" / 28" / I _
x 28" F / F f i %77T/l /
M 7/ /� SHED' EXI TING SHED TO
BE REMOVED (TYP)
/F
/
20" �1
j � � 28"x
/
" / / C /n
12/
1 / F .' % 28 % I
1 '
18 "M F
I L
30" l�� Y
/ 1 26" 10„
\ `\ 28" i F M i
I IZi
10 "x2
I i
/ o x/ li 20" v M
0
CB RIM= 400.49 C
i
/
/
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL
IMPERIOUS SURFACE REMOVED
BUILDINGS (HOUSE & BUILDING) 1, 750 SF
ASPHALT DRIVEWAY. CONC WALK, ETC 2,300 SF
TOTAL IMPERVIOUS AREA REMOVED 4,050 SF
TESC NOTES
1. ADDITIONAL TEMPORARY EROSION CONTROL MEASURES MAY BE
REQUIRED BY CITY OF EDMONDS PRIOR TO, DURING AND POST
DEMOLITION.
2. THE STREET IS TO BE CLEAN OF DEBRIS, VEGETA TION, AND
GARBAGE AT ALL TIMES.
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS 1
WIRE MESH FENCE
■ FA SUPPORT FILTER
�I FABRIC
N
`BURY BOTTOM OF FILTER
MATERIAL 8" TO 12"
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS
ACTIVITY. BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE AUGUST 2017
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
St. APPROVED BY: R. ENGLISH ER-900
TREE PROTECTION NOTES
1. ANY WORK INSIDE THE DRIP LINES OF EXISTING TREES MUST TAKE PLACE IN
ACCORDANCE WITH ECDC 18.45.050.H SUBSECTIONS (1) - (6).
2. DURING CONSTRUCTION ADDITIONAL TREES MAY NEED TO BE REMOVED DUE TO
IMPACTS FROM THE PROPOSED SITE DEVELOPMENT.
AN ARBORIST SHALL EVALUATE TREES PRIOR TO REMOVAL AND CITY SHALL
APPROVE ANY ADDITIONAL TREE REMOVAL.
3. PROTECTIVE BARRIER. BEFORE DEVELOPMENT, LAND CLEARING, FILLING OR ANY
LAND ALTERATION, THE APPLICANT SHALL:
a. ERECT AND MAINTAIN READILY VISIBLE TEMPORARY PROTECTIVE TREE
FENCING ALONG THE LIMI TS OF DISTURBANCE TO COMPLETEL Y SURROUND THE
PROTECTED AREA OF ALL RETAINED TREES OR GROUPS OF TREES. FENCES
SHOULD BE CONSTRUCTED OF CHAIN -LINK AND BE AT LEAST SIX (6) FEET HIGH,
UNLESS OTHER TYPE OF FENCING IS AUTHORIZED BY THE CITY.
b. WHEN REQUESTED BY THE CITY, INSTALL HIGHLY VISIBLE SIGNS SPACED NO
FURTHER THAN 15 FEET ALONG THE ENTIRETY OF THE PROTECTIVE TREE FENCE.
SAID SIGN MUST STATE AT A MINIMUM "TREE PROTECTION AREA, ENTRANCE
PROHIBITED" AND PROVIDE THE CITY PHONE NUMBER FOR CODE ENFORCEMENT
TO REPORT VIOLATIONS.
c. PROHIBIT EXCAVATION OR COMPACTION OF EARTH OR OTHER POTENTIALLY
DAMAGING ACTIVITIES WITHIN THE BARRIERS; PROVIDED, THAT THE
ADMINISTRATOR MAY ALLOW SUCH ACTIVITIES APPROVED BY THE CITY TREE
PROTECTION PROFESSIONAL AND UNDER THE SUPERVISION OF A QUALIFIED TREE
PROFESSIONAL RETAINED BY THE APPLICANT.
d. MAINTAIN THE PROTECTIVE BARRIERS IN PLACE FOR THE DURATION OF THE
PROJECT UNTIL THE CITY AUTHORIZES THEIR REMOVAL.
e. ENSURE THAT ANY APPROVED LANDSCAPING DONE IN THE PROTECTED ZONE
SUBSEQUENT TO THE REMOVAL OF THE BARRIERS SHALL BE ACCOMPLISHED
WITH WALK -BEHIND MACHINERY OR HAND LABOR.
f. IN ADDITION TO THE ABOVE, THE CITY MAY REQUIRE THE FOLLOWING:
i) IF EQUIPMENT IS AUTHORIZED TO OPERATE WITHIN THE CRITICAL ROOT
ZONE, COVER THE AREAS ADJOINING THE CRITICAL ROOT ZONE OF A TREE
WITH MULCH TO A DEPTH OF AT LEAST SIX (6) INCHES OR WITH PLYWOOD OR
SIMILAR MATERIAL IN ORDER TO PROTECT ROOTS FROM DAMAGE CAUSED BY
HEAVY EQUIPMENT.
ii)MINIMIZE ROOT DAMAGE BY EXCAVATING A 2-FOOT-DEEP TRENCH, AT
EDGE OF CRITICAL ROOT ZONE, TO CLEANLY SEVER THE ROOTS OF TREES TO
BE RETAINED.
CORRECTIVE PRUNING PERFORMED ON PROTECTED TREES IN ORDER TO
A VOID DAMAGE FROM MACHINERY OR BUILDING ACTT VI TY.
iv) MAINTENANCE OF TREES SHALL BE ACHIEVED BY THE APPLICANT
THROUGHOUT THE CONSTRUCTION PERIOD BY WATERING AND FERTILIZING.
-
BE
m
CATCH BASIN
VICINITY MAP
NOT TO SCALE
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
REVISION DATE
CITY OF EDMONDS TEMPORARY AUGUST 2017
SEDIMENT TRAP
PUBLIC WORKS FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
FSt. 1390 APPROVED BY: R. ENGLISH ER-902
TREE PROTECTION FENCING DETAIL
NOT TO SCALE
LEGAL DESCRIPTION
LOT 4 AND THE EAST 16 FEET OF LOT 5, BLOCK 15, HANBURY'S SOUND VIEW
TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 7 OF PLATS,
PAGE 20, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
BENCH MARK
FOUND CASED CONC. MON. W/ INVERTED NAIL IN 2-1/2" I.P
AT THE INTERSECTION OF 84TH AVE. W. AND 238TH ST. S.W.
ELEVATION : 447.67'
DA TUM : NA VD 88
PROJECT TEAM
APPLICANT CIVIL ENGINEER
ADAMANT HOMES, LLC RAM ENGINEERING INC.
PO BOX 14790 16531 13TH AVE W, SUITE A 108
MILL CREEK, WA 98082 LYNNWOOD, WA 98037
(425) 275-5307 (425) 678-6960
CONTACT. LOREE QUADS CONTACT. ROB L. LONG, PE
EMAIL: LOREE@ADAMANTHOMES.COM EMAIL: ROBL@RAMENGINEERINGINC.COM
SITE DATA
SITE ADDRESS.• 8717 240TH STREET SW,
EDMONDS, WA. 98026
TAX PARCEL ID NUMBER: 00463301500400
Know what's below.
Cull before you dig.
BLD2020-0485
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY
CITY ENGINEERING DIVISION
RAM
ENGINEERING, INC.
Civil Engineering / Land Planning
16531 13TH AVE W, SUITE A108
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
1c
O
6
to
'X
oWS,r l0
d
36508 CZ%
\� EGISTEg���
IONeT .
ENGINEER:
W1/29/20
ROB L. LONG, PE
DRAWN B Y.-
MIKE MORRIS
ISSUE DATE: SCALE:
5112120 AS NOTED
JOB NO:
19-015
SHEET. DM-01
SHT 1 OF 1