APPROVED_REVISED SITE PLAN 5.27.20FG
3
J' o
I �x
1„ METER '5 / X S7s.
R, MEND �0 _x--- 2 Q,
sop EPS� B�, X
MI 3' HORIZ, V VERT �5.�0 R- 39' L=24.0 16 8 /x cn
S PAR TION BETWEEN / TYP. SETBACK LINE o
W TER SERVICE AND <_ 20' EASEMENT TO �� P
D Y U ILITY LINES. 1 i o
C BEYOND 2nd DRIVEWA �PV�MT J X
m � I0-,
ASPHALTS �. Imo'
DATUM POINT: CO 16 � m
SMH RIM 3 .07
INS ALL B ST LE r 16' ESMT m
OMA SAD LE IE 8' S 2.56 I 20 PVMT I N I N X
TO SS 4AIN C ESMT IE=334.0 \; 334.08'
3 6 �Pv C ASPHALT I - --I
SiS
DRIVEWAY jII /�--- — 15-10"
,
�
I
I
P
-- �—
1 - 1
�o
1
IiCOVERED
X
A=337.9� -
FF ®GARAGE �I
D
C4
'- - ----
'
------------
I
OPENING=338.5
dN MAIN FLR
Z00 S
1- /2"
PEX
WATER
i i
p'
I
I
I
LI E FR
M
ETER
---:
i�
R M=338.375 li
li 334.5
\
N1 1 % MIN. FTG
WI H T
WI H T
CE.
ACE
RAP
WIRE.
0'
n rn
25' BSBL 16
IE=334.21' Il
11
4RAIN
N�110' MIN. DRY WELL
1
_
Il
\
O
1
r-_
I 12,
z 1 16" 1 COVER I `
w 11 FLR=444 SF I I IION TOP FIR=44 SF
> 1 1 0 BE REMAINED I 1
Q I I
w - - _ _ I DRNG ESMT TO \�
AREA
1 24_1 /_ BENT LOT 3
I
I- CANTED ROOF I N - __N
1
_ >2.5� 2 EF`{,
OLOT 2 8,009 SF ���1� ROOF LINE \
c PROPOSED 2 STORY 13" 11' INC GUTTERS \ \
P vl u L
f2,-8, RESIDENCE=2,768 SF N " >> \
0 COVERED III FF = 338.75 (338 —9 ) �1 HEIGHT CALCS FIR TO BE\ RETAINED \
RECTANGLE
I FNTRY=25 SF F AVG. FTG GRADE=334.5 �I \
w BC #2 7 -6 PVC @2%
B TM EL= 3 6
BTM AREA 25 SF
RISER TOP1=336.5 ` ---
OVERFLOW IE=335.5
3'-10 1
EASEMEMNTI
9' 6"PVC @2%
F- n I� - - t- I 8
w of I- GARAGE ON MAIN I 11 li E MFCK
I
fll RD
1 IE=336.2 l
!------26�2— _0i ----
D=34L0 38____------
54'-6" PVC (-a2%
m
m 136.97'
YB#2' N 89. i n W
RIM=337.5
IE=335.14
SITE PLAN
1" 10,
\
TYP. SETBACK LINE>
C o 335.58' \
- - - - - - - - - - - - - - - - -
36'-6" PVC @ 2%
qp IE=333.34
YB #2
RIM=336.5
IE=334.06
0
I
USE SHA ED DRIVEWAY
AS CONS ENTRANCE
INSTALL ER ER-901 I
EG
332
i
____- ----EG 338' EG 3�(6' EG 3Y4' 3
3 .1 -- 337.6
TESC AND GRADING PLAN
1 "=20'
GRADING CALCS:
EXCAVATE = 156 YDS
BACKFILL = 118 YDS
NET EXPORT = 38 YDS
330 327.9
qLL RIGHT OF WAY AND DRIVEWAY EASEMENT IMPROVEMENTS/UTILITIES AND BIO CELLS,
PIPING AND OUTFALLS ARE TO BE CONSTRUCTED UNDER SHORT PLAT PLN20170065
LEGEND:
PP = POWER POLE
C = CABLE/PHONE
P = ELECTRICAL
G = GAS
RD = ROOF DRAIN
SS = SANITARY SEWER 4" PVC. 2% MIN SLOPE
SD = STORM DRAIN 4" PVC. 1 % MIN SLOPE
2' MIN COVER UNDER DRIVE.
1' MIN COVER UNDER LANDSCAPE
W = WATER
X = WOOD FENCE
* BC = ALL BIO CELLS, INC FOR HOUSE ROOF
TO BE INSTALLED UNDER
SHORT PLAT #PLN20170065
FG = FINNISHED GRADE NOT ASSOC
WITH CIVIL IMPROVEMENTS
EG = EXISTING GRADE ------------------------
PROPERTY LINE
BUILDING LINE
BSB LINE - - - - - - - - - - - -
EASEMENT LINE -
ROOF LINE ------------------------
UTILITY LINE INSTALLED
UNDER BUILDING PERMIT -
UTILITY LINE INSTALLED
UNDER PLN2017-0065
HIGH VIS FENCE —o 0 0 0 0 0-
327.9 TREE/BC PROTECTION
FILTER FENCE PER ER-900
STRAW WATTLE PER ER-903
SOIL STOCK PILE o o o
HEIGHT CALC RECTANGLE
LEGAL DESCRIPTION:
LOT 2 CITY OF EDMONDS SHORT PLAT PLN20170065
AUDITORS FILE # _ RECORDS OF SNOHOMISH CO. WA.
SHORT PLAT IMPROVEMENTS REQUIRED PER PLN20170065 SHALL BE COMPLETED
PRIOR TO FINAL CERTIFICATE OF OCCUPANCY.
R.O.W. PERMIT APPLICATION WILL BE MADE BY APPLICANT.
SIDE SEWER PERMIT APPLICATION WILL BE MADE BY APPLICANT.
PROTECT TREES TO REMAIN TO DRIP LINE,PER EDC 18.45.050H.
PROTECT BIO RETENTION AREAS WITH HIGH VIS FENCE.
ALL DISTRUBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13
TESC NOTE:
INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS,
CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT
MAY BE REQUIRED DURING CONSTRUCTION.
UTILITY NOTES:
MAINTAIN MIN. 2' COVER REQ'D FOR PIPES UNDER DRIVABLE SURFACES
AND MIN. 1' COVER FOR PIPES UNDER LANDSCAPE AREAS.
STORM DRAINAGE NOTES:
BIO CELLS BC2 & BC3 ARE PERMITTED & INSTALLED UNDER PLN2019-0065.
PERFORMANCE BOND HAS BEEN PROVIDED TO EDMONDS FOR WORK UNDER
PLN2017-0065. BC 3 WILL BE INSTALLED PRIOR TO BUILDING EXCAVATION.
BC2 AND RELATED PIPING WILL BE INSTALLED AFTER BUILDING BACKFILL.
WATER SERVICE NOTES:
INSTALL 1" WATER METER. INSTALL 1-1/2" PEX WATER SERVICE LINE FROM
METER TO HOUSE. WRAP LINE WITH TRACER WIRE FROM METER TO HOUSE.
MAINTAIN MIN 3' HORIZONTAL & 1' VERTICAL SEPARATION BETWEEN WATER
SERVICE LINE AND DRY UTILITY LINES (POWER, PHONE, GAS, CABLE, ETC)
NO LANDSCAPE IRRIGATIONIS PROPOSED WITH THIS BUILIDNG PERMIT.
FIRE NOTE: HOME TO BE EQUIPPED WITH NFPA 13—D FIRE SUPPRESSION SYSTEM
HEIGHT CALCS
A=337.97'
B=334.08'
C=335.58'
D=340.38'
TOTAL=1, 347.96'
AVG GRADE=336.99'
MAX ALLOWED HEIGHT=361.99'
PROPOSED HEIGHT=361.83'
IMPERVIOUS SURFACE CALCS:
TYPE OF AREA
SQUARE FOOTAGE
STORMWATER FACILITY
HOUSE ROOF INC GUTTERS
2,338 SF
BIO CELL 2
DRIVEWAY NOT UNDER ROOF
152 SF
BIO CELL 3
PERVIOUS FRONT WALK
100 SF
ROCK BASE PER SD-623
LAWNS AND LANDSCAPE NI BC'S
5,097 SF
TOTAL IMPERVIOUS AREA
2,590 SF
LOT IMPERVIOUS=32.3%
(2,590/8,009)
STRUCTURAL LOT COVERAGE=1,988 SF
CANTED ROOF AREA >2.5' OH=7 SF
LOT COVERAGE=25%
(2,005/8,009)
PROJECT 23525 75TH AVE W
LOT 2: EDMONDS WA 98026
OWNERS; MARK MCDOWELL
DRAWN BY. MARK H MCOOWELL
MCDOWELL DESIGN BUILD INC
12345 LAKE CITY WAY NE #223
SEA TTLE WA 98125
206- 949- 9180
MCDOWDBO44DJ
SHEET TITLE
SITE PLAN
TESC AND GRADING PLAN
ORIG. DATE REVISION 4
5/25/19 0ATE 5/22/20
THE DRAWINGS AND PLANS SET FORTH ON THIS PAGE AS INSTRUMENTS OF SERVICE ARE
AND SHALL REMAIN THE PROPERTY OF MARK H. MCDOWELL. USE OF THIS DRAWING IS
LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREIN AND FOR THE CONSTRUC-
SHEET # TION OF ONE BUILDING.ANY USE OR RE -USE OF SAID DRAWINGS IS STRICTLY PROHIBITED
Al OF 8 WITHOUT THE WRITTEN PERMISION OF MARK H. MCDOWELL.