Approved Site PlanApplicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
1-1 /2" PE WATER
LINE FORM METER
TO HOUSE WRAP
WITH TRA ER WIRE.
1" METER
IN. 4 HORIZ, 1' VERT.
EPA ATION BETWEEEN
RY TILITY LINES.
I
DATUM POINT:
INS ALL B ST LE SMH RIM 3 .07
ROMAC SAD LE IE 8" S 2.56
TO SS MAIN
N,
x
MAXIMUM DRIVEWAY SLOPE
ALLOWED 14%
WATER & SEWER
INSPECTION REQ'D CALL
425-771-0220 EXT. 1326
1-5
(imu
PAVEMENT
WE COURSE.
S€E NOTE -3
PERMEABLE LW PACERS PER
M ANUFXTUMS RECOMMENDATIONS,
SEE NOTE 1
.JDINT FILLER AND LEVEUNIG ONLIRSE
CAASHTO GRQIHNG MO. 8), 5EE MTE 2
CRUSFtED SURrAMO CHOKER
COURSE, SEE HATE 4
PERMEABLE BALULV, SEE NOX 6
-4-- RUNOFF TREATMENT LAYER
CIF REQUIRED PER EDMONDS
1' (MIN) AI3O'+E SEI SQInI�L VMW STOWWATER CODE), �E NOTE C
HIGH CFOG+OhMCWIATER TABLE 9JOGPADE,
DR HYDPAULICA LY SEE NOTE 7
RESTRICTW LAYER
GENERAL NOTES:
1. REFER TO THE 2017 CW OF ECMOHCS STORMfW'ATER ADOENDLPM FOR 8EITIAC1{ (CiiECKLMST 11 ) AND INFER MBILJTY
REQUIREMAENM-
2. THE MNIMAUM TWKNESS SFiCm AFl0vE Is Ay HQT IDE SSUFFICCM7 FOR ALL APPLICAMONs- A PROJECT SPECIFIC
PAVEMENT DE N SHALL BE PREPARED BY A PROFE55IONIAL EWNEf1? LICENSED IN THE STATE OF WA5k1WT0N
PH CML ENGINEERING TO!
2.1. SUPPORT THE ANTICIPATED LOADING (EG: PA'AMENT DESIGN LIFE, MNKLAL AND TERIIANAL SERVIU-MILITY,
RELIAM Y, EM.) A"D
2.2. TO 5ATISFY THE HYDROLOGIC REWR€EIENT'S OF THE MY Of -EDMOHUS 50RM WATER CODE (I-E.. ODDE MAY
WARRANT +k THICI<ER PMEMENT SECTION THAN TOE MINIMUM STRUCTURAL SECTION REQUIRED).
3: FOR SUBGRAOE SLOPES = OFF GREATER. SUBSURFACE CMECK GALLS OR OTHER METHODS TO PROMOTE
SUBSURFACE PONUING ,ARE REQUIRED.
4. GE4TEhT1LE SHALL NOT BE USED IN PAVEMENT SECTION UNLESS REQUIRED BY GEOTECHNICAL ENDKER. IF
REQUIRED, GEOTEXTILE SHALL ODNIF RMA TO W500T 9.33.4(1) {'VDT XnLE FOR SEPARATION. WOVEN TYPE-
b. REFER TO WSDOT LOCAL AUNCY OSPs DIVISIIDN15 2-9 FOR APKA GSPs.
NOTES:
1, SURFACE SLOPE SJiI LL DE 0:51 MINIMUM. MAXIMUM SLOPE PER MANK.W MRER.
2. JOINT FILLER AND LEVELING COURSE SHALL CONFORM TO WSVOT 9-03.10) COARSE AGGREGATE FOR PORTLAND
CEMENT UMCRETE, AA%ffO GRACING NO. S.
3. PAVEMENT BASE SHALL BE INSTILLED PER APW'A QSP 4-0*:3(5) SHAPING AND COMPACTION.
4. CRUSHED SURFACING CNORER GQURK SHALL DONFORM T4 THE REQUIREMENTS OF APW'A G'SP
3. PERMEA13LIE BALLAST SELL OMFMM TO 'THE RFOUIREMENTS OF APWA OSP
6. RUNOFF TREATMENT LAYER SHALL MEET THE REQUIREMENTS OF 2017 CITY OF EDMONDS 13TORMWATER ADDENDUM.
7. PREPARE ANC PROTECT SAJBCR,4DE PER APW'A GSP 2-106.3{3} %1BGRx.4DE FOR PERM+EMLE PAVEMENTS.
RE IS110 T DATE
� Tlf PIAL PERMEAGLE GECEM�BEFr 2017
CITY EDMONDS UNIT PAVER SYSTEM
PUBLIC WORKS STANOAR D
DEPARTMENT BETAI L
31. 15,;J APPROVED I3Y, R, ENGLISNSD-623
EXISTING FENCE �
S 89.45.30 E 14"
m MO
11 -J 189. 47' o� 1 8
10' UTILITY I L� m 20"
EASEMEMNT m x U)
I-----------------------------------------------
A340.33-
F-------------� 59'-8" i
=1'� ------ -
71 I N
I B 3�32.35' 1
336.2
3"x8"x8' ECI-PRIORA�,' ;I ? COVERED DESK PROTECT T SE
PERME BILE PAVERS , i ON MAIN FL =220 SF
INSTAL PER SD-62 3 I '-4" LOT 1 8 003 SF
i_
SEE DE AIL THIS PAGE 6 i q
-I PROPOSED 2 STORY N
C VERED MAIN ;'-4" RESIDENCE=2 844 SE ____ �
11Z1--M(-)FTG DRAIN
NTRY=25 SF � I o FF = 338.375' (338'-4 1 /2"� 1 1 1(' MIIN. DRY WELL
�HLVIR� E i AVG. FTG DEPTH=333.5' (COVERED DE I�
I ON i TOPi FLR=49 SF
w CANTED R).)OF AREA -
IN -
- - - - - - - - - - -- I
o 5:/OH =3 SIF i 2'-8" N _ _ _ _2_3'-_5_ 1 /_2"
n t BLDG LINE
Ln I ROOF LINE
BSBL 1'-2I �I INC GUTTERS
o BL i "
---------- -i 6 �v i �( j\- �
z
i I GARAGE ON MAIN FLR=1443 SF Ni HEIGHT CALC \o
All drainage 1 RECTANGLE
improvements F i ABS not permitted 2
RD IE=337.3 outside of the /
shall be r I TYP. SETBACK LINE �
P constructed per 4" An338.12
structure. of /
i
Sheet 2 17 - 6 1 /2 - - - -
FF @GARAGE SIDE
D-337. I OPENING EN �fRY=36 SF C o 333.56j
CO 20'-8
----------------0cA
I I 0i RIM=338' CAN�r ED ROOF AREA � 0, o
>, IE=334.4' >2.5 \ OIJ- s 13.4 SF /
w� 00- 56'-6"PVC @ 2%
I I ASPHALT - I �' MIN COVER @ DRIXV�Y
m-D-R�-VEWA-Y I E= 334 / cS� •o
20' S,S Ln cn --S{�--------i-- o,
ESM 16' ; r M 16' 12'� i 40V 40V
PVMT ESM �V
IE=334.2 R,230 0�
L
25.00
20' EASEMENT TO
BEYOND 2nd DRIVEWAY
- ASPHALT
SITE PLAN
1 "=10'
doo
i
i
A
TREES T01�EM
w
8
In
0
�
L6
0
z
3' ROCKERY
TOP OF SLOPE
� ��TOP=336'
/,'0
TOP=335' TOP=334' TOP=333'
332'
TOE=333'
TOE=332' TOE=331 TOE=330
337.4
``�\\``\\`
\
" FIR REMOVE`
�324'
I I 338.--- 'S36'
/
346'--340`�`�`\` EG 334'
`
IR R M i�2.
r------------ -
---
"_`_ ---- ---
-
EG[Ii
`_--
X
`
B `8
.338' i i'
` ��
_
``
-
3 ` ---
3 1.
J -
°
' 326
.___________
`. 346a
TO BED, REMOVED
`
�� ,
, ,
I ti
`. °�R 0 CT S ES T01l6M 6 <'
- -
- 8
°
I
i
FTG DEPTH=332.5'
I i 326.
t1i
EG
p'G
NEW HOM✓1E
STEP ,
i � p 328
, C
`@
PERVIOUS WALK/
I ,
331.7 BTTM-�324' 326
I
%
FTG DEPTH=334.5'0'
I
USE R MAINING SfiCTION 0
E. ASP AULT DRIYEWAY AS
CONS CTION ENTRANCE
I ',
FG
I ' STOCK PIL3
328
33 EG
330
FG FILTER FENCE
330 INSTALL PER ER-900
335.5 '
I
`BTTMo
,
BC
ASPHALT i
4
337'
i
DRIVEWAY I
��
----
�36'
J
�`�
FG
• �
i
332 i
,
EG
J
332
FG
334
'
FG
I
--�
- `
FG i
336 '
338 -
t
- - -
EG
LU
EG
334
OWNER/CONTRACTOR IS RESPONSIBLE FOR
338
33
336
EROSION CONTROL AND DRAINAGE
LEGEND:
TESC & GRADING PLAN
1 "=20'
GRADING CALCS:
EXCAVATE = 166 YDS
BACKFILL =148 YDS
NET EXPORT = 18 YDS
ALL RIGHT OF WAY AND
DRIVEWAY
EASEMENT IMPROVEMENTS/UTILITIES
AND ALL BIO CELLS,
PIPING AND OUTFALLS
ARE TO BE
CONSTRUCTED UNDER SHORT PLAT
PLN20170065
APPROVED BY PLANNING
Jun 01 2020
COMPLIES WITH APPLICABLE
C
ENGINEERING DIVISION
APPROVED AS NOTED
_.9
05/20/2020
LEGAL DESCRIPTION:
LOT 1 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.5.1
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.
/�� "
PP = POWER POLE
C = CABLE/PHONE
UTILITY NOTES:
P = ELECTRICAL
MAINTAIN MIN. 2' COVER REQ'D FOR PIPES UNDER DRIVABLE SURFACES
AND MIN. 1' COVER FOR PIPES UNDER LANDSCAPE AREAS.
G = GAS
RD = ROOF DRAIN
STORM DRAINAGE NOTES:
SS = SANITARY SEWER 4" PVC. 2% MIN SLOPE
BIO CELLS BC1 & BC5 ARE PERMITTED & INSTALLED UNDER PLN2019-0065.
PERFORMANCE BOND HAS BEEN PROVIDED TO EDMONDS FOR WORK UNDER
SD = STORM DRAIN 4" PVC. 1 % MIN SLOPE
PLN2017-0065. BC 5 WILL BE INSTALLED PRIOR TO BUILDING EXCAVATION.
2' MIN COVER UNDER DRIVE.
BC1 AND RELATED PIPING WILL BE INSTALLED AFTER BUILDING BACKFILL.
1' MIN COVER UNDER LANDSCAPE
WATER SERVICE NOTES:
W = WATER
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.
X = WOOD FENCE
MAINTAIN MIN 3' HORIZONTAL & 1' VERTICAL SEPARATION BETWEEN WATER
* BC = ALL BIO CELLS, INC FOR HOUSE ROOF
SERVICE LINE AND DRY UTILITY LINES (POWER, PHONE, GAS, CABLE, ETC)
TO BE INSTALLED UNDER
NO LANDSCAPE IRRIGATIONIS PROPOSED WITH THIS BUILIDNG PERMIT.
SHORT PLAT #PLN20170065 *
FIRE NOTE: HOME TO BE EQUIPPED WITH NFPA 13-D FIRE SUPPRESSION SYSTEM
HEIGHT CALCS
FG = FINNISHED GRADE NOT ASSOC
A=340.33'
WITH CIVIL IMPROVEMENTS
B=332.35'
C=333.56;
EG = EXISTING GRADE ------------------------
D=337.44
PROPERTY LINE
TOTAL=1,343.68'
BUILDING LINE
AVG GRADE=335.92'
MAX ALLOWED HEIGHT=360.92'
BSB LINE
PROPOSED HEIGHT=360.84 '
EASEMENT LINE -
IMPERVIOUS SURFACE CALCS:
ROOF LINE ______________________
TYPE OF AREA
SQUARE FOOTAGE
STORMWATER FACILITY
Bold utility lines were
UTILITY LINE INSTALLED
HOUSE ROOF INC GUTTERS
2,521 SF
BIO CELL 1
installed under the
_ _ _ _ _ _ _ _ _
UNDER BUILDING PERMIT -
_
DRIVEWAY NOT UNDER ROOF
240 SF
BIO CELL 3
short plat. All other
UTILITY LINE INSTALLED
PERVIOUS FRONT WALK
92 SF
ROCK BASE PER SD-623
ACCEPTABLE TIGHTLINE
utility lines are to be
UNDER PLN2017-0065
LAWNS AND LANDSCAPE NI BC'S
4,606 SF
MATERIAL:
installed under the
HIGH VIS FENCE -o 0 0 0 0 0-
TOTAL IMPERVIOUS AREA
2,853 SF
building permit.
TREE BC PROTECTION
/
% LOT IMPERVIOUS=35.6%
SDR 35
FILTER FENCE PER ER-900
(2,853/8,003)
C A A
SCH 40
STRAW WATTLE PER ER-903
N-12
STRUCTURAL LOT COVERAGE=2,106 SF
F810 HANCOR
SOIL STOCK PILE o a o a o o
CANTED ROOF AREA >2.5' OH=16 SF
D2729
HEIGHT CALC RECTANGLE
% LOT COVERAGE=26.52%
(2,122/8,003)
PROJECT.
23517 75TH AVE W
MCDOWELL DESIGN BUILD INC
SHEET TITLE
LOT 1:
EDMONDS WA 98026
12345 LAKE CITY WAY NE #223
SITE PLAN
OWNERS:
MARK MCDOWELL
SEATTLE WA 98125
TESC AND GRADING PLAN
DRAWN BY.
MARK H MCDOWELL
206-949-9180
ORIG. DATE
REVISION 3
MCDOWDBO44DJ
5125119 DATE 511120
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.
70P OF EIDi4Er&nON
Z6W 3
-- ZONE
4.7 ION�1 ti 1'
�a BOi7ply � �
j
t , ZONE 1 i M
ZONE 1
ONE 2 �
xo�� 3
BIO--RETEN7ION #1 PLAN77NG PLAN
f0P OF aroRr nqv
ZONE 3
ZONE 2-
/
I �
1 L � 1
ZONE 1
I +
1
\ - -- 1
�~ -31��E3
20N
era- 7TON #2 PLANTING PLAN
a
IN
d� D� E� 1
T
BIO-RETENTION #5 PLAN77NG PLAN
10,
2-1/2' -
� z
R- 1 "
PLACE 5coRE MARKS EVERY 10'
1 /2" MINDR;yEwA'r WINO, OR CURB RAMP SLIDE
CONSTRUCT S1€ST OF
HMA PAVEMENT
CONCRETE CURB SMALL BE
NO LESS THAN 3" 1N HMHT
EXTEND PAVEMENT 1.X FROM THE
FACE. OF CURB IF` NECESSARY TO
SUPPORT EXTRUDED CURB
M
!i
0
�¢a
l�E � �B7�E�Nn
. 4V
1
• ��' ZG}yEr �£ M �
` 4 4- ONE 1 '
810-RETENTI0N #3 PLANTING PLAN
�IORE�N of �07DNF 3
r
{rZON er �1
1 Lr 3
ZONE J
a
TWN 27, .LNG 04, SEC 32, Q NW
1 ONE 1- /
/
�3
1310-RETENTION #4 PLANTING PLAN
All elements of bio-retention #1 must be constructed and approved
prior to final construction approval under this permit (BLD2020-0142)
G PLACE 6 3MP4Ci 5/8CSTC
BELOW HWA. EXTENSION
I. NOT TO BE USED IN RIGHT�f7F�H+AY EXCEPT TO REPAIR E�(t5TIl�IG EICTRUUEO CURB, i�5 W'PR[JVSC7 BY CITY ENGINEER,
2. BONDING AGENT IS THE ONLY ATTACHMENT METHOD TO BE USED BETWEF-N HMA AND EXTRUDED CURB.
3, CONCRETE SMALL BE AIR -ENTRAINED C.LA55 3000 PER WSOOT STANDARD 5PECtFICa4T1E7I5.
4. KATNE AND ORAVEL SURGRADE SMALL, BE COMPACTED TO A MINIMUM OF 9S% MAX DENS€lY.
REMSION DATE
CONCRETE DECEWBER 2018
CITY OF EDMONDS EXTRUDED CURB
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVE 0 Dv: R, INCLISH T R -- 5 2 2
DEPTH
OP77ONAL
�1
LANDSCAPE
GRADE IN BERM TO
12`x12 °x4" THICK
6 p�
BLOCK WALL
_..
PREVENT INFLOW OF
f(MIN) WASHED DRAIN
OVERFLOW
1' TO 3' HIGH
�•,
SURROUNDING LAND
RUNOFF- TYP.
( }
ROCK OR STREAMBED
SEE NOT£ 1
STANDPIPE WITH
GRATED CAP
SOIL LAYER ]:
1
IE
COBBLES,
BELOW
T
COARSE COMPOSS F
TOP EL
6" FREEBOARD
-i
uPl)NDING. DEPTH
I 1
NA nvE Sr�L
NOTES:
1. LAYER J. WASHED DRAIN ROCK SHALL CONFORM TO MOT SPED 9-03.12(5) GRAVEL
BACKFILL FOR DRYW£LLS STREAMBED COBBLES SHALL BE 4" COBBLES PER MOT SPEC. 9-0311(2)
3 BIORE TEN TI ON DETAIL
- N TS
810-RE7FN77ON PLANTING ASSIGNMENT
BID p
SYMBOL
COMMON/SCIEN177C NAME
SIZE
QUANTI
SALIX PURPUNEA /
DWARF ARCTIC WINDOW
1 GALLON
10
ROSA PISOCARPA/
CLUSTER ROSE
GALLON
5
SPIRAEA DOUGLASII /
STEEPLEBUSH
I GALLON
3
SPIRAEA BUMALDA
GOLDFLAME' /
GOLDFLAME SPIRAEA
I GALLON
8
CORNUS SERICA
KELSEYI' / KELSY
DOGWOOD
I GALLON
2
TOTAL # OF
PLANTS
28
AS SHOWN. CONTRACTOR MUST SUBMIT A
REVISED PLAN77NG PLAN FOR APPROVAL FOR
ANY PLAN77NG REWSIONS
12 1010 J3 1 610 14 j BID 15
!NT1TY
QUAN77TY
QUAN77TY
QUAN77TY
7
6
5
7
3
3
4
6
3
1
4
4
6
3
7
6
6
7
5
5
25
20
25
28
2J4THIIST SW
1 00
236 TH ST SW
A
ZE
' .•f :` + 112JBTH ST SW
GRASS LINED SWALE
DRAINAGE SWALE 242ND ST SW
N. T. S. 99
242ND S T S W
j I si i I
I
EAST U7NE_LOT _6_
PARCEt.:0048MtA'T3130601 PARCEL, g0488B0t10[1 ( '
PARCEL:0048B8t7(i30� 0,T
: € ! ASSUMED TREE DRIP LINE
2
06r-Tp-4 .. 4, 1 f- - - - - - 16
-
i BIORETEN77ON J5 ,. 18`X L
12" RISER 1 �,' 6 6IOREIEN7I0N 1'5
X, CO MH 1V'-43 • i 3 y' BIM FL = 324 f
OVERFLOW DRYWELL ti
RIM=338.64 € j r-� / y �.
iE=334.05 i 10' I /,� BTM AREA=-144 SF ' ; , 7 ` ti 3254fi 4.�-.
m
U ALITY RISER TOP 325.5 f a E' EDGE OF ROOF TP I '
�-- 4 A �, ...,..
ESMT � OVERFLOW IE = 325.0 � _.� .. 1
1' ' �324'q
TOWARD DRAINAGE
810RETEN 77DN a " • i
FOOANG {, • �, f WNSPOU & S
6" RISER ,...._.. �.,. - .................._ .. DO
DIRECT FLOWPLASHBLOCK
4' PERF PVC SWALE AND I TO UIORETEN 77ON RA
L S'
l €�B TM EL = 337 FpO TTNG DRAIN ❑RYiiIELL _ I j'5
BTM AkE = 3O 5F �� - € SO.G.
RISER TOP = 337.5 3 GARAGE
PR f ; i 6" PVC OVERFLOW IE = 335.0 1E=333.9 7g� _ �"7 i FF=325.75 DOWNSPOUT FROM f c`
RD � � 5 � _ � � � ,� °.... J � � of �
E=337,3 1 9 f maa x ' 67 PLACE ELBOW AT
EXP?UDED [�dF-�' BOTTOM OF
__. fl j:
! _t CURB DOWNSPOUT AND
.:..............
fi ASPHALT R SPA s. �? FLOWS
THICKENED - - rOWAREO
w.._.. e
° �A
55'� 6" PVC � 2� , - ' �
�I.s€ �� ° �� DIRECT FT.O
EDGE 9E, (� J ry,. L �." ' R TO �� ASPHALT CREASE
339 .-: ;n.,..,; `i _ _ tiaLr 33 9 RfA€N€ ; ' �' HA-] €
€
- - m323 _ -
3
EX, CFI =fH i7-- 339.'1 „ ..... .
�,...... �� � •� a' €ASPHALT 5 - ��
I
BERM � ' € Ex-HOU EXISiTNG HOUSE �.
RIM=339.07 0% M - - 5
IE -332.5Fi 4.% ;...................
"� °9ER € FF 333 7
ROW RUNOFF TO 337.96 75 fTyp� �2� 1 W/ VERTICAL TEE•T f]lC + f
ttq .
DISCHARGE k,., ",... GCB ` E .{ 5$L ? M-330.8
TOWARD STREET 13 Zw € ��_ R _ 6 ' ? F=328.13 +
CONVEYANCE 33893 -". ' :,,...�� sN4=33� j
y, � g . RD �
pc� y� ROUTE ],677 SF I 1
..• �. !
i
Fa........... NG EXIS
.�-�; � 1.�3 � ; FOOT? ±� ...,s _ � T1NG HOUSECL
#� � R D
DRAIN 4 ROOFTOP AREA TQ I P OVI GUTTER DAM
€ BIORETEN TION
.... .. _ _ • ' BIORETFN770 3 _ _ € OR SEPARA 7TON AT
k !
DR L
v ,€
APPRQXIkATFLYL............_.
J2'RISER
NORTH OF SOUTHEAST
3 a BTM EL = 330.9 ! BlORETENTTON ROOFTOP CORNER
� WRAF? 'WATER LINE ', � �
0 BIM AREA= 14 SF € , 6" RISER = ;
339.2E v BIORETEN T1ON r 2 l U 17UrY TRENCH IN , j e RD
RISER.. TOP = 331.4 11 l 11 BTM EL 327.59
IMPEF� OUS 'LINER ROUTE EXIS71NG
i-! 12' RISER OVERFLOW IE = 330.8`, _.._...- -� { cm ; t
AS t I _.a� i N B TM AREAr 25 SF HOUSE ROOFTOP ARE,4' ! ,_._,_
CU PER 8TM EL = 336 % RISER TOP = 328 09 ,
TO BIOR�TEN RON
, BTU AREA= 25 SF �......... rn � ro �i5 9
CO DETAIL r F
� � _ � DRAINAGE ESMT ' � .z3' wt � OVERFLOW If = 327.09
t RISER TOP = 336.5 �,�
TR-522 �-§•' ; \ TO BENEFIT LOT 3
i M 6, PVC OVERFLOW IE = 335 5 � � " • rt EX -HOUSE �} - . € 1 l 111, 1
338 �+ "LASS+ m i FF=34i(
33B t , t 36'-6" PVC '
t I
€ GRASS' i . 4". PERF PYC � ;. � � m \ `"•' ¢,, � t, `•. �2%
f • ` , RDA F0077NG DRAIN QUARRY SP.A411 `'� ; . 24'-6" PVC „rr HA3�O
f Sn T OUTFACE 4" PERF PVC c ®2 t i t
IE=336.22 - _
• L ;, -w, �µ-- _ 7 5' BSBL E 333 34 - - -
.�-�•__ �. - _-_-----I------- - - DRAIN ----- - -_,
OOTT ,.. 7 5' BSBL I I
z . -... x . _6p i may
LS _ _ QrJARftYP =
R 1 �9'-6 54'-6" PVC 2X yp _ I= r 37' Y PVC` �2%LL
TFA
-
SD 0 2, SD. IE=326 --- --'�'
TO BE RELOCATED RIM=338.5 - Y8 J N 8945 30" W 212.44' YARD BASIN p
SCUT & CAP IE=335.14 RIM=337 YARD BASIN SOLID LID BADE 6' BERM ALONG 6 �
�Vi� AT METER PAf7LFL:004888ufi3v^t17U4 1E=334.06 RIM=329.5 RIM=330
11 UARRY SMALL PROPERTY LINE.
f , IE=326.76 IE=328.45
OU7FALL LINE BERM WITH EX. H
a + I IE=329, 5 FD OUTFALL 'Ah GEL; GO 880D 3G i7Q51 LANDSCAPE ROCK. RIM 312 W
t Rf
IE= 9 56 W)
i I`co
1 0
€
OVERFLOW IE
6" PVC
SOIL LAYER 2. 1.5'
BIORE TEN 77ON SOIL MIX
LAYER J. GRAVEL
SOIL STRATA LAYERS PER GEOTECH REPORT
PROVORD BY NELSON GB07WCMCAL ASS0aiM, INC
INFIL TRA PON PIT ONE
INFTL TRA RON PIT TWO
0.0' - 2.3
(TOPSOIL)
0, 0' - 3.0
(TOPSOIL)
7A
B
2.3' - 4. 01
SM SIL rY SAND
3.0' - 6. o'l
SM a Ty SAND
BIORETENTION PLANTING PLAN
PLANT 61ORETEN77ON AREA WITH GRASS, SHRUBS, TREES AND
OTHER NA 77VE OR WETLAND PLANT SPECIES. ENSURE 90%
COVERAGE WITHIN THE FIRST 2-YEARS WOODY PLANTS ARE
NOT TO BE LOCATED DIRECTL Y IN THE ENTRANCE FLOW PAN
BIORETENTION DATA FABLE
BRJI
BRf2
BR0
BR 4
BR +5
B TO AREA (SF)
30
25
14
25
144
BTM EL
337
336
J50.9
327.59
324
TOP EL
338
337
331.9
328.59
325.5
H. W. S. EL
337.5
336.5
331. 4
32819
325
OVERFLOW EL
335.5
335.5
330.8
327.59
325
PONDING DEPTH
6"
6'
6"
6"
1 12"
MULCH DEPTH
3"
3"
J.
3'
3'
D2
JS"
J8"
18"
18°
9"
D3
36"
36"
36"
36"
12"
EFFEC 77VE DEP TH
5. 75'
5, 75'
5.75'
5.75'
3.5'
IE 6" PVC OVERFLOW
335.0
335.5
329.9
326.59
323
SOLID CAST NOON LOCKING LTD
B" OR 4' PVC F0071NG
DRAIN CONNECTION (TW.)
ADS N-12 RISER-12' 01A
w/DRILLED PERFORATO HOLES
WAP OPRCUMFERENCE WTH
FILTER FABRIC AURAE] 14ON OR EQUIVALENT
4' WASHED RXX
r'
BEARING SOIL
DR YWEL L DETAIL
N-TS.
UTILITY CONFLICT NOTE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTIL177FS WWETHER
SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE U71LI17ES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCA17ON5 PRIOR TO
CONSTRUCTION. THIS 5HALL INCLUDE CALLING UTILITY LOCATE AT 1-800-424--5555 AND THEN POTHOLING ALL OF THE EX7S77NG
U77LI77ES AT THEIR LOCATIONS OF NEW U77LITY CROSSINGS TO PHYSICALLY VERIFY AHETHER OR NOT CONFLICTS EXIST. LOCA17ON OF
SAID UTO71ES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMAPON AND ARE SUB ECT TO VARIAnON.
0 20
Scale I " = 20'
0.1'
N0 TE:
CORE -DRILL HOLES
FOR YARD BASINS
W7 TH MUL 77PLE
CONNECTIONS
6" PVC PIPE
GROUT PIPE TO BASIN
12" RCP OR N-12 PIPE-
6" MIN. WASHED ROCK -
TYPI CAL ASPHAL T BERM �1
N. T. S.
BIORE7EN7I0N 13
VIEW DR
VICINITY MAP
N. K S.
ROOFTOP J1 I ROAD TO BIORETENT70N �f5
2,539 SF 1p NRON j4
ROOFTOP2
2,353 SF
872 SFDISCHA
PROPOSED
GARAGE
ROOFTO P
RGE TO
B1ORE7EN T70N ,I5
1404 5F ROW I $�� mod.. re tr�TTaNS:
IMPERNOUS RUNOFF
TO STREET RIORETENPON It = 2,539 SF (0.058 ACRES ROOFTOP)
CONVEYANCE BIORETENPON #2 = 2,353 SF (0.054 ACRES ROOFTOP)
HIORETEN 77ON ,43 = 1,669 SF (0,038 ACRES MOD ROAD)
LTIORETENAON 4 = 720 SF (0.0165 ACRES MOD ROAD) +1,677 SF (0.038 ACRES ROOFTOP)
SIORETEN77ON J5 = 1,119 SF (0256 ACRES MOD ROAD) + 872 SF (.0199 ACRES ROOFTOP)
BMP BASIN EXHIBIT
SCALE.- 1"=50'
PLASTIC GRATE OR CAST IRON GRATE
YARD BASIN
N. T. S.
42" MAX
SITE INFORMATION:
PARCEL NUMBER:
00488800JO0602
SITE ADDRESS:
23521 75 TH AVE W
EDMONDS, WA 98025
TOTAL SITE AREA:
33625 SF (077 ACRES)
ZONING:
RS-8
PROJECT CLASSIRCA 710N: CATEGORY 2
LAND USE,
INCORPORATED CITY
MAXIMUM DENSITY
5.5
MAXIMUM COVERAGE
35X
MAXIMUM HEIGHT
25'
SETBACKS:
FRONT 25'
SIDE 7.5'
REAR: 15'
RECEIVED
DEC 19 2019
0EVELoRI�'"
s" TOPSOIL - Ni SERVICES
LANDSCAPE WITH COUNTER
VEGETA 77ON
LINE HERM BASE
NTH ROUND
LANDSCAPE ROCK -
I -I
NA 77 SOIL
�� I�.•._I ' -_-� I ICI ! I�I I �� I-.
Know what's below.
Call 811 two
business days
REVISION 5 12--18-19 : PER CITY OF-EDMDNDS CIVIL REVIEW DATED 11-21-19
REVISION 4 10-21-19)' PER CITY OF EDMONDS MEMORANDUM DATED 9-30-19 before You dig.
REVISION 3 (7-29-19): PER CITY OF EDMDNDS MEMORANDUM DATED 14-2-18
REVISION 2 (9-4-18): PER CITY OF EDMONDS MEMORANDUM DATED 6-25-18
REVISION 1L4-26-] __PER CITY OF EDMONDS MEMORANDUM DATED 1-JI-18
i. DONNA BRESKE & ASSOCIATES, LLC
WA. LANE] USE PLANNING & CIVIL ENGINEERING
fp
vz If" ;0,
21 AVE A, SUITE 4
SNOHOMISH, WA 98290
PHONE 360-294-8941
C? �27367
www.DONNABRESKE.com
EAR TH BERM
N. T S.
DRAINAGE PLANT
FOR
MARK McD O WELL 3-LOT
TAX PARCEL: 00488800300602 PLN20I 70065 ORIGINAL ISSUE DATE: 12-8-1
- SCALE. I " = ,20' -- - SHEET: 2 off Z �