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6" C.O. W 12"
CAST IRON
LAMPHOLE COVER
W1 j" HEXBOLIS
N
BENCH MARK N.
RIM C.O. EL=364.45
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6" IDE SEWER
SS
S WER STUB
PROPERTY
LINE=359.22
1 j PROPOSED
0
WATER LINE PEX
TUBING W1
TRACER WIRE ON3
WATER LINE
poi
METER 1
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NOTEFINAL RESTORATION WITHIN THE o
ROW SHALL BE COMPLETED BY THE o W Q
N CONTRACTOR NOT THE CITY OF EDMONDS
cn
OS I
(7S
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NO IF. IF RIM TO INVERT ELEVATION
o EXCEEDS 5 FT THEN THE CONTRACTOR IS
TO ENSURE
A TYPE 11 MANHOLE IS
INSTALLS . NOTE.•FIL `R SOCKS
WILL NEED
TO BE ADDED TO
ANY CBS
DOWNSTREAM OF
CON.CTRIIrTII)AI circ
NOTE.•
CORE -DRILL HO
FOR YARD BASIj
WITH MUL 77PLE
CONNECTIONS
6" PVC PIPE
GROUT PIPE TO BAS
OR USE INSERTA TE
12" OR 18" RCP, N-;
OR HDPE PIPE
6" MIN. WASHED
12'
\
N89 4446"W 128.01' \ \
YB#2 YB#3
\ RIM=363.8 FA RIM=362.75 FA �6Q
4!E=J6147 SD SD 46'-6" PVC ® 1% SD IE=361.01 \
GAS LINE o \ \
---- ------- ----------------- ----------7.5'BSBL ---------------- - - - - -#16 e`� RD I , �62 v .�mRIM=363.5 FA rn,(FIELD ADUST TIP.) �r IE.361.7 IE.•361.5 I a 14, AID
IE=361.62 m 1P�E� FLD \
AGE * \
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W N
W D� PROPOSED 2,724 SF HOUSE
- 20' LONG LEVEL
DISPERSION TRENCH
Y Y W
PROPOSED 862SF ASPHALT DAYLIGHT DOWNSPOUT FLOTO DRIVEWAY SURFACE WS\ FF=365.1 I W W \
DRIVEWAY , � \ � � WASHED ROCK
BTU EL: J60.5 cn OVERFLOW
TYPE l CB \ I 4,B7MWvAREAv v EL=361.5
W/ VERTICAL TEE I Z4 16'
TOP=364.3 I W W W
1E=361.9 I I W w
139221 � GAR GARAGE I am
18' W - W-- W-'�
PRAP OSE0FF' 33646
I . WASHE ROCK
p1 `mod' DISPERSION PAD
r Q�� (TYP.)
I 0
NOTE. • DRIVEWAY SLOPE WILL \ I �0�
NOT I DRYWELL FOR
EXCEED 149 \ �� 10' I FOOTING DRAIN
26' \
ROPOSED ELECTRICAL METER
DSo
----------------------
rn---- - - - - -------------------7.5BSBL-------- ---- --------------- -
DAYLIGHT DOWNSPOUT FLOWS \ RD
TO DRI VEWAY SURFACE IE.• 361.56
J6
3" SCHEDULE 40 PVC_FOR ELECTRICAL SUPPLY
" SCHEDULE 40 PVC CABLE AND PHONE S894446'E 126.01'
...... ,...ram � . �r '"`1N GRATE
YARD BASIN DETAIL
N. T. S.
BIORETENTION SOIL MIX:
BIORETENTION SOIL IS COMMONLY REFERRED TO AS 60140 MIX,
AND SHALL CONSIST OF THE FOLLOWING MIXTURE OF FINE SAND
AND COMPOST, MEASURED ON A VOLUME BASIS:
• 607 - 707 SAND
• 307 - 407 COMPOST
WASHED DRAIN ROCK/ 6 ----------
WA SHED ROCK 0 VERFL O W WEIR
N. T. S.
0
o
\
0
0
REFER TO SHEET 3 FOR SUGGESTIED BIORETENTION PLANTING PLAN
IE=361.23 6" FREEBOARD
TOP OF BERM EL=362.0
WASHED ROCK PONDING DEPTH
DISPERSION PAD N, I
H. W. S. =361.5
\
BTM EL = 360.5 ZA
EFFECTIVE DEPTH
12"
NA71VE SOIL
BIORETENTION DETAIL
TOP OF BERM EL=362.0
SOIL LAYER 1: 3"
COARSE COMPOST
Know what's below.
Call 811 two business days
before you dig.
I
CLEAN (<59 FINES)
1-112" - 314" WASHED
DRAIN ROCK
VICINITY MAP
N. T.S.
BIORETENTION OVERFLOW
CLEAN <5q FINES
VEGETATED DISPERSION 1-112" - 314" WASHED
DRAIN ROCK
2' MIN.
\/ FILTER FABRIC
BOTTOM & SIDES
6" MIN. AMENDED SOIL
OVERFLOW FLOW DISPERSION TRENCH DETAIL
N. T. S.
CONSTRUCTION SEQUENCE:
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT
425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES.
J. CALL FOR UTILITY LOCATES.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF
ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING
INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN
PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND
SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL
PERMANENT VEGETATION IS ESTABLISHED.
6. DEMOLISH EXISTING STRUCTURES.
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES
8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETA77ON DISTURBED AREAS NOT SUBJECT TO
ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED
AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW)
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS
13. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO
REVEGETA71ON OF ENTIRE SITE.
14. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL
MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY
INSPECTOR.
IMPERVIOUS AREA
AREA TYPE
SQUARE FOOTAGE
STORMWATER FACILITY
ROOFTOP
2,724 SF
BIORETENTION
ON -SITE DRIVEWAY PGHS
862 SF
BIORETENTION
OFF -SITE DRIVEWAY PGHS
310 SF
BIORETENTION
TOTAL PROPOSED IMPERVIOUS SURFACE.•3,896 SF
SOLID HDPE LOCKING LID
` 6" OR 4" PVC
F0071NG DRAIN
CONNECTION (TYP.)
1 ADS N-12
ISER-12" DIA
w1DRILLED
PERFORMED
HOLES
WASHED
ROCK
BEARING SOIL
DRY WELL DETAIL
N. T. S.
PROJECT CONTACT LIST:
CIVIL ENGINEER:
DONNA L. BRESKE, P.E.
21AVE. A
SNOHOMISH, WA 98290
PHONE. (360) 294-8941
EMAIL: donnabreske0comcast.net
SURVEYOR:
BT SURVEY INC
12415 9TH DRIVE SE.
EVERETT, WA 98208
PHONE. (206) 601-1810
EMAIL: mitch@oxismops.com
APPLICANT:
MIREL & MAGDALENA ROGOJAN
23828 BRIER RD
BRIER, WA 98036
PHONE: (206) 992-6916
EMAIL:bigolrogo@gmoil.com
UTILITY CONTACT LIST:
SEWER &
CITY OF EDMONDS
WATER
121-57H AVENUE NORTH
EDMONDS, WA 98026
(425) 771-0241
ELECTRIC.
SNOHOMISH COUNTY P.U.D.
21018 HIGHWAY 99,
EDMONDS 98026
(425) 670-3200
GAS.
PUGET SOUND ENERGY
10885 NE 4TH ST
BELLEVUE, WA 98004
(425) 452-1234
AREA
SITE INFORMATION:
8,821. SQUARE FEET OR 0.2 ACRES.
PARCEL NUMBER.
00373600700802
SITE ADDRESS.
21705 96TH AVE. W
LEGAL DESCRIPTION:
EDMONDS, WA 98020
TOTAL SITE AREA:
8,712 SF (0.2 ACRES)
THE WEST 126 FEET OF THE SOUTH 70 FEET OF
COUNTY.
SNOHOMISH COUNTY
LOT 8, BLOCK 7, ALDERWOOD MANOR NO.9
ZONING:
RS-8 (8,000 SF MIN.)
ACCORDING TO THE PLAT THEREOF, RECORDED IN
PROJECT CLASSIFICATION.
SMALL SITE, CATEGORY 1
VOLUME 10 OF PLATS, PAGE 6, RECORDS OF
LAND USE.
INCORPORATED CITY
SNOHOMISH COUNTY, WASHINGTON.
MAXIMUM DENSITY.
5.5
MAXIMUM COVERAGE-
35y.
MAXIMUM HEIGHT.
25'
SETBACKS:
FRONT. 25'
SIDE: 7.5'
REAR:15'
EXISTING BOUNDARY & SITE FEATURES NOTE:
BOUNDARY WAS OBTAINED FROM RECORD OFD SURVEY BY BT
SURVEYS INC. TOPOGRAPHY WAS OBTAINED FROM SNOHOMISH
COUNTY GIS MAPS. EXISTING, UTILITIES, PROVIDED IN A HAND
SKETCH FROM CLIENT. INFORMATION IS A FAIR AND
REASONABLE REPRESENTATION OF SITE FEATURES, HOWEVER IS
NOT GUARANTEED TO ACCURATE TO GENERALLY ACCEPTED
SURVEYING STANDARDS.
Y
\� REVISION 12 7-1-2020 PER CITY OF EDMONDS ADDRESS OVERFLOW PATH PER CITY REVIEW MEMO DATED JUNE 23, 2020
SOIL LAYER 2. 18" REVISION 12 5-31-20 PER CITY OF EDMONDS STORMWATER REVIEW COMMENTS ISSUED 4-2-20 AND PLAN REVIEW COMMENTS ISSUED 4-30-20
BIORETENTION SOIL MIX REVISION 11 3-2-30 PER CITY OF EDMONDS STORMWATER REVIEW COMMENTS ISSUED 12-27-19 AND PLAN REVIEW COMMENTS ISSUED 1-29-20
LAYER J. GRAVEL
SHEET INDEX:
1. SITE PLAN & DRAINAGE
2. TESC PLAN
J. NOTES AND DETAILS
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
CITY ENGINEERING DIVISION
SITE PLAN AND DRAINAGE
FOR
MIREL & MAGDALENA ROGOJAN