23914 84 AVE W-SITE PLAN.pdfIn
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AT DRIP LINE OF TREES. �. 438.61 EX. OUT BLDG
' I � 438.00 � ,
EX 12" RCP
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m m l/ FF--439.39 /
m i , , SINGLE FAMILY
I;,, i RESIDENCE / '• . �/Ti/7T/T�7/Ti
ROOF GFE=440.8
DRAIN RIDGE LINE=462.95 z G/ BASEMENT
o oo I i (Np) S IRS 11/ STAIRWELL
LOT 2 14.6
_ 9s GROSS AREA=8,458 SF. PROPOSED 78 LF SEX. I.E.=433.6t
4 PVC ® 5.28%
NET AREA=8,458 SF. N89'49'10"E EX. SFRI 23912
c W o o I 35 I LU oz z I Iii I I t 40i FF=443.89
NECT r5' DRAINAGE
.LE=4373 Iti (TO REMAIN) � j AND UT
ARA DRAIN. ILITY
zDIRECT F001NG RIM=440,8. .EEASEMENTTO 00F jeo
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DRAIN TO ROCK ! 1E=436.98
Q POCKET OR ! I DR IN-
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i RIM=440.7 I yV� 1 �,.
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4M>t7S�ppC ` F 11 .00' 4L B 123.75' �S' INGRESS EGRESS -
�� PfyIK�D OrN - 3n SEPARATION N89'� 9 16XE� 2 75' RI =441.7 EASEMENTS LE=431.1f �
F/%7%/%%/ %%l/l%%l%/r%%/T////I BETWEEN UG IE E)=439.23, 15'
SIDES oG 'i1tE I / PWR AND GAS I - - SD ------- ----,� if
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SFRI 23922 12.8' 1 _ _
L4'x115' EASEMENT ! \ 7��'� --- =7-; --�----------- --��` - $-$
AFN 200904010234 NOTE: / / - - - - - EX. 15' ACCESS
P17171
EASEMENT PER
1. ALL DISTURBED PERVIOUS AREA (L WN & / / AFN 200605245002
LANDSCAPE) SHOULD HAVE COMPOST-AMENDED�%` �
SOIL PER CITY OF EDMONDS HANDOUT E72C. 1 % ) 1 c o
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7 FF-435.87 ET AN 6p01 p`' i $
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TA BARROW SHORT PLAT NEW 1" POLY OR I�
A.EQUAL WATER SERVICE
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- oRwEW My 34*t.L 161E 04CTKI1E' ' 1LO" eK� COBB PER AFN
Pvlc. q40 MkILKS P.p W'W OTNM �E TRACER WIRE. �, I
II&V TOW C11Y OF WPM"S 011t,I&JIMW l 200610130571
IF A MININW14 AF z' of C&VM 1 0•1
SEC. 25, T.27N, R.03E.
KING COUNTY, WA.
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LOT 2 I N8949'101z� EX. SFRJ 23912 I a 1
0 AP 40, ' 443.89 .1 DRAINAGE
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/ 1 ' DRAINAGE �
TEMPORARY CONSTRUCTION ram\ �yw� N W (TO REMAIN) 1 AND UTILITY
ENTRANCE PER COE STD �_ �,� EASEMENT
DETAIL'E1.2
---------------- --
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14 " AP a, 96LF, 670 P1 C.
(7-BR),
SF (�F WDF # _ j5' WDF
------------------------ �`-------------- /, -
115.00' p - 123.75 5' INGRESS/EGRESS
"rn I N89�9 16ZE 238.75' EASEMENTS I
SD
SFRI12.8'
----7- j--------------- -
L. 4'x 115' EASEMENT i \ / �/ i - - -`
AFN 200904010234 � � J � - - - - EX. 15' ACCESS
/ �0ij/ j EASE ENT PER
AFN 200605245002
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TESC PLAN
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: t2�2��1V
BY:
CITY ENGINEERING DIVISION
0WNER/C01MACTOR IS RESPONSIBLE 20
FOR EROSION CONT1301. AND DRAINAGE
Know what's below.
Call before you dig.
_ I I
EX CB
RIM=440.58
1E 12" PVC(S)=438.28
IE 12" PVC(N)=438.33
yy IE 8" PVC(W)=438.33
N
� EX CB
RIM=439.46
I IE 6" PVC(N)L4�7.46
10.00' _
/W
TESC NOTE
EX CB
RIM=440.16
IE 12" RCP(N)=437.21
IE 12" RCP(S)=437.41
IE 6" PVC(E)=437.36
CATCH BASIN INSERT
PLASTIC COVER
CLEARING LIMITS
SILT FENCE
TEMPORARY CONSTRUCTION ENTRANCE
WATER
INSPECTIONS REQ'F, .
CALL 425-771-029 i E T 1326
1. FILTER SOCKS WILL BE ADDED TO CATCH BASINS
PER CITY OF EDMONDS STD DETAIL E1.3 AS NEEDED,
DOWNSTREAM FROM THE SITE AND AREAS WHERE
DEBRIS MAY ENTER THE CITY STORMWATER SYSTEM
FROM THE CONSTRUCTION VEHICLES LEAVING THE SITE.
Appkant shall repair/replace all damage to
utilities or frontage Improvem•nb In Cky
right-of-way per Cfty standards that Is oaused
or occurs during the permitted project.
W
S
20 0 20 40
1 inch = 20 ft.
TBM ELEV = 440.46'
SET REBAR AND TRAVERSE CAP 7' E. OF E.
FOGLINE ON 84TH AVE W., 3' N. OF N. PROPERTY
VERTICAL DATUM: NAVD88 LINE EXTENRON OF SITE (23920 847H AVE W.).
BM ELEV = 414.60'
SNOHOMISH CONTROL POINT 138, NAME
SNV-7557. CITY OF SEATTLE BRASS CAP,
VERTICAL DATUM: NAVD88 STAMPED "7557" AT THE NE COR. OF
CONCRETE BASE FOR STEEL TRAFFIC SIGNAL
POLE IN TRAFFIC ISLAND
SET REBAR AND TRAVERSE CAP 7' E. OF E.
FOGLINE ON 84TH AVE W., 3' N. OF N.
PROPERTY LINE EXTEN77ON OF SITE (23920
84TH AVE W.).
-F-F--F--F- FOOTING DRAIN
TEL-FO TELEPHONE/FIBER OPTIC
- uGP- uGP- UNDERGROUND POWER
-GAS-GAS- NATURAL GAS
SITE IMPACT DATA
SITE AREA 8,458 SF (0.19 AC)
DEVELOPMENT IMPACT AREA 8,458 SF
EXISTING IMPERVIOUS 0
EXISTING PERVIOUS 8,458
PROPOSED IMPERVIOUS % 34.2%
PROPOSED
HOUSE SA
1,737 SF
PROPOSED
DECK/STAIRS SA
90 SF
PROPOSED
WALKWAY SA
27 SF
PROPOSED
DRIVEWAY SA
1,036 SA
PROPOSED
TOTAL IMPERVIOUS
2,890 SF
M*WI MK4 IIIAM tUS 'ro vkV_V# &0E
'rb -rW t7tTW 77oa0 sy 11CW1 U6
31161 SF
HEIGHT CALCS
A = 438.88
B = 438.00
C = 438.61
D = 438.43
TOTAL = 1753.92/4 = 438.48 AVERAGE EXISTING GRADE
438.48 + 25 = 463.48 MAXIMUM BUILDING HEIGHT
ACTUAL BUILDING HEIGHT ® 462.95
SP AUTHORIZED IMPERVIOUS = 5000 SF
STRUCTURAL
LOT COVERAGE.•
SURVEYOR
LOT 2 GROSS AREA = 8,458 SF
WESTERN ENGINEERS, INC.
LOT 2 NET AREA = 8,458 SF
13000 HIGHWAY 99 SOUTH
ROOFTOP IMPERVIOUS = 1,737 SF
EVERETT, WA 98204
PERCENT COVERAGE = 20.54%
TELEPHONE #: (425) 356-2700
FAX #: (425) 356-2708
NOTE
ENGINEER
WATER / SEWER SERVICE LINE AS SHOWN ARE SCHEMATIC
ONLY. CONTRACTOR TO FIELD VERIFY LOCATION AND
J.C. J.C. MCDONNELL ENGINEERING,
PC
USABILITY OF EXISTING LINES. COORDINATE WITH ENGINEER.
216TH ST SW, SUITE 306
CornerFla_,
MOUNTLAKE TERRACE, WA
98043
NIZ_
(TEL) 425-744-0916 (FAX)
425-744-0946
WATER AND SEWER PURVEYOR
Rer�„uired Actual-john@jcmcdon.com
OLYMPIC VIEW WATER AND SEWER DISTRICT
sides S
7
CONTRACTOR
8128 - 228TH STREET SW<
_
EDMONDS, WA 98026-8449
Rear .E
- Z�
CONTACT: RICK BYNUM
(425) 774- 7769
Other _,
M A S TON PROPERTIES &
CONSTRUCTION, LLC
UTILITYNOTE
2020 MALTBY RD, BOTHELL
WA 98021
PH.: 425-299-8877
1. FINAL CONSTRUCTION APPROVAL MUST BE OBTAINED BY
APPLICANT/OWNER
OLYMPIC VIEW WATER AND SEWER DISTRICT PRIOR TO
FINAL CONSTRUCTION APPROVAL FOR THE SINGLE FAMILY
CONTACT: RICK BYNUM
RESIDENCE.
ASTON PROPERTIES &
�G' ONSTRUCTION, LLC
2. DRY UTILITIES (POWER, PHONE, CABLE, GAS) FINAL APPROVED
2020 MALTBY RD, BOTHELL
WA 98021
LOCATION WILL BE REVIEWED AND APPROVED UNDER A
SEPARATE
PH.: 425-299-8877
RIGHT-OF-WAY PERMIT BY UTILITY COMPANIES.
0"
SCANNED
3. MINIMUM 3' HORIZONTAL AND I' VERTICAL SEPARATION
BETWEEN
PARCEL NUMBER
JAN U 4 2011
STORM, SEWER, ANDWATER AND ANY DRY UTILITIES.
00463301600107
LAND USE/ZONING
R ES U s
RS-8
DEC 2 2 2016
CITY COPY
BUILDING{ DEPAR71VIHNT
SITE UTILITY PLAN
CITY OF EEIMpNDS
DESIGN BY OTHERS
ILEG,4L DESCRIPTION:
THIS IS A SKETCH. NOTHING 1N THIS VIEW RELATING TO VERIZON, PUD POWER LINES OR
OTHER POWERED UTILITIES SHALL BE CONSTRUED AS A DESIGN OF SAID UTILITIES BY
J.C. MCDONNELL ENGINEERING, PC. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT THE APPROPRIATE UTILITY OR THE EDMONDS INSPECTOR TO RESOLVE
ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
b i.E)2AD1 V- I I I _�'