18300 SUNSET WAY.PDF11111111111111
13403
18300 SUNSET WAY
MEMORANDUM
Date: March 25, 2015
To: JoAnne Zulauf
City of Edmonds
From: Ken McIntyre, PE
Senior Civil Engineer
Subject: Murata Short Plat
Addendum to Drainage Report dated 10/30/14
1
.SDA,PROJECT NUMBER 346-001-14
This memo is provided as an addendum to the approved drainage report for the Murata Short Plat,
which was issued on October 30, 2014, and subsequently approved. This memo is provided I to clarify
the amount of impervious surface area available on each individual lot, for benefit of the building
designer.
The approved drainage report accounted for a total of 0.31 acres of new impervious surface on. the
project. The building designer is currently proposing the following new impervious surface area on
each lot:
Lot #1:
4,657 sf
Lot #2:
972 sf
Lot #3:
5,091 sf
Access Tract:
2,774 sf
Total: 13,494 sf (0.31.ac)
Lot Ws 1 & 3 are proposing more impervious area than was proposed in the original design. Lot #2
contains an existing building that was accommodated into the original storm drainage design.
However, this building existed prior to 1977, and is considered to be "non -regulated impervious surface
area", as defined in Edmonds Municipal Code. The 972 square feet of impervious surface proposed on
Lot #2 represents a new detached garage and driveway area. The currently proposed access tract is
the same as was proposed in the previous design. A figure has been provided along with this memo to
graphically represent the new impervious surface area.
f
X
6'1 S -y V
0,\f A 1,
03-25-15
" : a ,
MAR 2 5 2015
BUILDING DEPARWENT
CITY OF EDMONDS
SDA 1724 W. Marine View Drive; Suite 140 P: 425.486.6533
Everett, WA 98201 F: 425.486.6593
PLANNING DATA
SINGLE FAmny, RESIDENTIAL
STREETLILE]
9
Name:
Date:
Site Address: CO-) -et Ltl�
Plan Check ff - �40 -57 0 do 7
Project Description:
Reduced Site Plan Provided: (YES NO)
Zoning:
Map Page: —Fco
rner Lot: (YES /0(�)
Flag Lot: (YES 00
Critical Areas Determination #: 1:Z
ff—§tudy Required
waiver C ��4-
SEPA Determination:,
0C.Exempt
Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Required Setback.5
Strt:
Side:
A/
Side:
/0
Rea
Actval5etback5
Street:
Side, 10
Side: .7.
Rear:
Detached Structures: C—'�q Vt5
El Rockeries:
VvZJ1
11 Fences/Trellises:
El Bay Windows/Projecting Modulation:
El Stairs/Deck:
- ght
L vA(f=Vd dT Hei
Datum Point:
Datum Elevation: �2 22 d3
Maximum Height Allowed:
Actual Height: 7�.l16 19. 26
Other
Parking Required:
Parking Provided: -� 64C 4)5'ta
Lot Area: ( ,
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations: OL eX co vjHd ej r 01' + d(o y -3 0 Ig lit
ADU Created: (YES
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES
commepts
07
Lo
S7 7,
79-7- -70
"'. -lq" ,, , -
Plan Review /22
Planning Data Fonn 04-11-06.doc
. City of Edmonds
Critical Area Notice of Decision
Applicant:
Property Owner:
Critical Area File 4:
GC 4 ?6 t300-77
Permit Number:
Site Locat I ion:
N
I � 310 5 U4,m� o, �,q
Parcel Number:
Project Descriptio n:
VL �1_ A (Pz- 11120 13 ad 3-9
01 �_Conditional Waiver. No critical area report is required for the prcj eci described above.
I . �— There will be no alteration of a -Critical Area or its required buffer.
2. The proposal is an Ilowed activity pursuant to ECDC 23.40.220, 23.50.220, and/or
23.80.040.
3. The proposal is exempt pursuant to ECDC 23.40.230.
F-1 Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and
sediment control plan in compliance with ECDC 18.30.
F—I Critical Area Report Required. The proposed project is within a critical area and/or a critical area
buffer and a critical area report is required. A critical area report has been submitted and evaluated
for compliance with the following criteria pursuant to ECDC 23.40.160:
I The proposal minimizes the impact on critical areas in accordance with ECDC 23.40-.120,
Mitigation sequencing;
2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare
on or off the development proposal site;
3. The proposal is consistent with the general purposes of this title and the public interest;
4. Any alterations permitted to the critical area are mitigated in accordance w,ith ECDC
23.40. 110, Mitigation requirements.
5. The proposal protects the critical area functions and values consistent with the best
available science and results in no net loss of critical functions and values; and
6. The proposal is consistent with other applicable regulations and standards.
F-I Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately
mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.1.60 and
the provisions of the City of Edmonds critical area regulations. . See attached findings of
rjoncompliance.
Q/Favorable Critical Area Decision. The proposed project as described above and as shown on the
attached site plan meets or is exempt from the criteria ih ECDC 23.40.160, Review Criteria, and
complies with the applicable provisions of the City of Edmonds critical area regulations. -Any
subsequent changes to the proposal shall void this decision pending re -review of the proposal.
Fj Conditions. Criti cal Area specific condition(s) have been applied to the permit number referenced
above. See referenced permit number for specific condition(s).
� II/ t 0
Reviewer
Signature
'3 120 It
Date
Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the
requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any,
for the permit or approval involved.
Revised 12/16/2010
(D
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12+00
LOT #1 SUMMARY:
TOTAL IMPERVIOUS AREA 4,657 SF
all
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LOT #2 SUMMARY:
TOTAL IMPERVIOUS AREA 972 SF
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'LOT #3 SUMMARY:
'SF
TOTAL IMPERVIOUS AREA 5,091
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IMPERVIOUS PVMT/DRIVEWAY AREA 2,774 SF
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'4 D ign fj;j;�lf�Wj CM Engineering
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0 50 Drawn Planning an
3-21-2014 1724 W. Maine View D&e.Sulte lift. Evereff, Wastington 98201
1 "=50' r%iieTl6ii Date Officl:125--- F= 425AB6.6593 �-sdcengllnem.mm
346-001-14
Scale Feet Project No.
R:\Prniprt-,q\346 (Kavin Hnnr.hptt)\OC)1-14 (Mijrcltn Short PintT nw0\fimjrp.q\TlR Fimjrp-q\MR-lmnprvimjq qijrFrt�oc 9f)lri-01-95-dwm 11�17
RESUB
MAR 2 �- 2015
Bup-D,ING D�EPARITW4-T
cily OF EDMO1406
MURATA
SHORT PLAT
NEW IMPERVIOUS
SURFACE'SUMMARY Sheet:
---- - - - - - - -
L - - - I
285.4
OTPIN
ILI
0
0
z
27-A.
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CEDAR 32"
N 8q044'0O";N
l-'.%�-."'CEDAR
89.94
(TWI N
287.0
C E A R' 3 6
<
LU
CHESTNUT 8" 289.0
1 --I P
20"
IL
x
6 -
L
C E D A R
275.6
J 2
APPROXIMATE LOCATION
1 �'4 411 'J,
28p.g86.7
.4:2'(RMA I cl-1:2)
29:;i�?
2
-29. n
ly - '__ , , 5
297.6 2`44 28
DOGWOOD 8"
.2q4.54'(DE50)
293.7294.0
2c12.45
% 293.5
A"/
102.00,
D E (-'I [I
.,- - ) )0 U S 'I - CHERRY 6
(C,!:-) P 0 - 4) 289.6
A R 0 u P OF
2c14.20' CEDAR '-0,"' '`17-
296.8 (3
5.6
'1- 52"
-7
291.6 294.9
=L11'r- =_rV__M SU
288.7 29S.1 29-6.6
3EDAR 45"
2
'tCE)AR 32"
HEMLOCK
ko
v
1, - >'J'64 a I Vll\!
v, _J
I --1 6
EX. MH "p.
TOF=26a.14 284.4
0-0 0-'\ -25 VQ
-16" CONNECT
2900 AJ M
280.3 292.5 FOOTIN6 289.8 287.3
2926 DRAIN5 i__1'_1'_ -
291.3 2. EX. STUB FOOTIN STUB
29 PER FLo&-r W
0 EXISTING
286.1
411 r-00144G D NOT, 11
2-STORY 4SIDENCE TO BE T.'E
n3 0
J>. CTIC
1711710 1 rLUyn= U . 0 1 cm 1 ivr;
6A 18,725 SIF A S H 6 BASEMENTi=292.65 11 J111 290.3 1W
J Io'-&" e_ \ Ir CATCH BA51N
9T& -. I 1� V.1 �
Z �5 �J. 0
F
274.0
276.1
10, 1,
I
1 29
277.6 lot lot
290.5
288.5
FIR
32
PILE 38" N",
$?,M A
P E A R
292.0
283.8
;N"i�T,
280.4
F I R 2
7�1
286.5
281.5
292.9
285.1
M A I'DLE 2zl
277.7 CEDAR
<L1
V,
-a
0 �,MAPLE '14"
F I R 2'8
p
281.2 N_
-_�-�',FIR -76
J5
3
290.7
279.6
284.2 MAPLE 30" 296.8
285.17
289.0 (GROUP OF
C E D A R __292_3 --------
MAPLE 28"
7-- X -
7, ) FLI
280.9
R
t.-I r�." 1 " KIM=250.501
:285.0:2' (n
V)
300.6 111 11 1 0
5 292 4 0.6 1 K
300.6 2 .9
298.8 - 288.9
S);;� - I PRO %...*SEb�; 1 1/2" PEX NATER LINE WI-P ACefZ "V_0_x
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:"\ � SLOPE LESS C.O.
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3 V S S
11-912 INV.= 51.56, :2c[
293.4 292.2 (n
96.2 251-7 "1/1611
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-J A PHAL FAVI &
F 0M. F
294.7 CONCRETE 0
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-P::_�EAT- =-;�r t' \ \
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-2
ALL D TILITIE5 TO 2b\7. 0
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BE LOC tD IN SAME "A3
DITCH A516A5 - MAINTAIN
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STORM 5
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297.�fu - - - - - - - - - - -
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w
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IVAOCEeB 4 UTILITY FLAT PRAINA6E 2qe) ul!
297.P E5MT FOR LOTS 2 5 SY5TEM 296.1 RIM=2 .54'
INV.=:2 .10'
0
V
X_x.
c[2.64' EAST 154.cil' 211.551
NORTH / I N 5clol"7'54" V4 (DES0.) 11-12)
DATUM 12' SHARED ASPHALT ALL tk-r1U-r%M Mt&S-r t3r- NEY4 FIRE
CBMH DRIVEINAY H RANT
0 .71-
z H) ""
TOP :21:1:2.0 FOR LOTS 2 AN 5
- - - - - - - - - - - - - - - - - - -
INV 256.0
SITE PLAN
.. ...... . .
�CALE: I" = 10'-0" 5FT MAX. HEI&HT RETAININry YsIALL
LEGAL DESCRIPTION
LOT 1, MURATA SHORT FLAT
CITY OF EDMONDS, STATE OF V4A5HIN6TON
PROPERTY OWNER
RE50URCE TRAN51TION CONSULTANTS, LLO
144 RAILROAD AVENUE, SUITE 510
EDMONDS, kSASHIN6TON 115020.
(425) 561-2514
TAX ACCOUNT NUMBER
LOT COVERAGE HEIGHT CALCULATION TABLE OF AREAS S DR SITE CLASSIFICATION WORKSHEET PPROVID BY PLANNINC
LOT AREA 12,000 SGUARE FEET POINT - A
214.20'
LIVIN6
558-1
"Iql
5GUARE FEET
F a -I ci
POINT - 5
2Cl2.10,
&ARAC7E
5GUARE FEET
POINT - 0
:215.20'
FRONT PORC�H
151
5WARE FEET
RESIDENCE 5014 SaUARE FEET
POINT - D
211-7.101
REAR PORCH
186
SOUARE FEET
INCLUDIN& PORCHES
IAI,%TFR & SEWER
LOT COVERA6E AS A PERCENTA6E LOT AREA = 25.11%
""OVERAGE", --
IMPERVIOUS , %..#
AREA ALLOCATEn,-�OR LOT I 41-72__SQ�ARE FEET
AREA REMAININ6 Fe T(S) 14 5 __-Mrr 5OUARE FEET
TOTAL ALLOCATED 512q 5GUARE FEET
LESS AREA USED, FOR L-OT-T- 5OUARE FEET
ARZE* REMAININ_--F6R, LOT 5 SGUARE FEET
TOTAL 11-TC1.20, W 'F
r5LAZIN& AREA 635 5GUARE FEET
_77- r
11'74t.20'DIVIDED BY 4 = 2c[4.5' &LAZIN& AS A PERCENTAGE OF FLOOR AREA = 141.54% 041. 4215;
AVERA6E EX15TIN& 6RADE (A.E.O.)
A.E.6. 2c14.5'+ 25'-0" = 51q.a' 2012 INASHNSTON STATE ENERGY CODE NINDON5 .50 VVALUE
MAXIMUM ALLOYiED HEI&HT DOORS .20 V VALUE
51cl.26'ACTUAL RIDOE ELEVATION
MEDIUM (5A5 FURNACE
1.5 ENER&Y CREDIT #5b (1) HIGH EFFIrVENCY YiATER HEATIN&:
6AS HOT MTER HEATER MIN. EF OF Ob2
A-T7WtWo IDoc&(F4D-3T 1 11 14 a 'ft fr%
Appiicanisnaiirepaii/iwptztot;im talt, w
utilities or frontage improvements in City
right-of-way per City standards that is caused
oroccurs during the permitted project.
LINE
TYPE
AREA (SGUARE FEET)
I
NON-REOULATED
0
EXEMPT
REC7ULATED
2
REPLACED
0
0
5
NEY4 (POST 10111)
+
4667
4
TOTAL RECSULATED IMPERVIOUS AREA
MIT16ATION REGUIRED IF IN EXCESS OF 2,000 SF
4667
5
TOTAL AREA MITI&ATED DY EXISTINS
STORMKATER MANA&EMENT S'rSTEM(S)
465-7 (PER FLAT)
RE6ULATEV ARE NOT YET MITIC7ATED
0
AREA PROPOSED TO SE MITIOATED BY
LOA IMPACT DEVELOPMENT TECHNIGUE5
0
AREA PROPOSED TO BE MITI&ATED THROUSH
CONVENTIONAL S;NM TECHNIGUE5
0
/5- 0 dco
0
-'V/
2, q. Y6
STREET FILE
RESUBP
MAR 0 9 2015
BUILDING DEPARUMENT
CITY OF EDMONDS
RANDALLJ.MUNSON
BUILDING DESIGNER
17713
15TH AVENUE NORTHEAST
SUITE 102
SHORELINE
WASHINGTON
98155
(206) 349-4551
COPYRIGHT NOTICE
THIS PLAN IS ISSUED FOR
CONSTRUCTION PURPOSES BY THE
CLIENT INDICATED.
REPRODUCTION OR USE OF THIS
DOCUMENT WITHOUT THE EXPRESS
WRITTEN CONSENT OF DESIGNER,
RANDALL J. MUNSON, IS PROHIBITED.
ARCHITECT MAINTAINS ALL RIGHTS
UNDER STATE AND FEDERAL LAW,
INCLUDING COPYRIGHT.
- I
CONTRACTOR NOTICE
CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS
AT THE JOB SITE AND NOTIFY
THE ARCHITECT OF ANY DIMEN-
SIONAL ERRORS, OMISSIONS OR
DISCREPANCIES BEFORE BEGIN-
NING OR FABRICATING ANY WORK.
DO NOT SCALE DRAWINGS.
REVISIONS
No. Date Item
CYCLE NO. 1
03.04.15 CORRECTIONS
z
z
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(2) LLJ:s
SITE PI AN,
PROJECT DATA and
INDEX OF
DRAWINGS
PROJECT NO. :14.136
DESIGN RJM
DRAWN RJIVI
ISSUE DATE :12.22.14
A� 1
Scanned
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El E B
E1TE[_R
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13
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6A
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271.8
C EDAR 32 N 541044'00" Y4
CED A
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89,94
(TWIN)
287.0
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C 1) A R 6 In < _j
ILI _NUT 8" 289.0
4), CHESI
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IL
N,
275.6 4 4
CEDAR 32 APPROXIMATE LOCATION
4" 51PE 5EINER
'),RR 7
H E M LO C K 16
z
F I R J6"
EX. MH
TOP=:268.14 284.4
INV=2541.15
280.3
286.1
0
18,725 SF
15,536 SF (NET� 289.5
277.6
288.5
FIR 3/_
b/I A P I-- E 3 So
283.8
280.4
FIR 32"
RA
FIR 8
281.5
285.1
M A I'D I__E 2/1
r
F, 0 1 0"
277.7
279.6
C E D A R
280.9
CEDAR
k
��MAI`LE 14"
FIR 28"
281.2
'z i
FIR 36"
290.7
284.2 MAPLE 30"
285.^,7,t/,) 289.0 (GROUP OF 1)
Ml A I-D L E 2 8
7-
CBMH
TOP :2d12.0
INV 286.0
c12.64'
NORTH
AIL
0 S (4o."J"N & G mmm"� A UE"'Al NG P-0 -%a L A IN
5otINLE: I" = 10'-0"
LEGAL DESCRIPTION
LOT 1, MURATA SHORT FLAT
CITY OF EDMOND5, STATE OF INA5HIN6TON
PROPERTY OWNER
RESOURCE TRAN51TION CON5ULTANT5, LLr,
144 RAILROAD AVENUF=,SUITE 510
EDMONDS, Y4ASHIIS16TON '1aO2O
(425) 561-2514
TAX ACCOUNT NUMBER
285.4
285.
2qro 2cfo___
2c14.54'(DE5C) 28 q86.7
2
2c14 28
297.6 (_2S
5�, \�7�F-_
DOGWOOD 8))
2ci:2.45
293.7294.0
293.5
292.;z
!7
102.00'
ous I SILT FENCE PEP,
0 -7, Z'
cl I () CHERRY6" STANDARD DETAIL
G, R, ID 01- 4) E1.1
m A (GROUP OF 3) CEDAR 50"-,,!
2cf4.20' 2C12.10
0)
296.8
w
lr� i-- n A 1-) 7) 5.6
61 1\1
2\9 5.
291.6 01 V RED
294.9
SD TIO
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29D2 f- �' __ , \ - " 3. It
Ali ....... 2
CEDAR 319" U)
to 0
1-6, (I'VIN)
10
L'Ll M -16 o-'\ 00 NECT
92.7 2c[5
292.5 FOOTING 289.8 287.3
2926 DRAINS
291.3
EX, STUB FOOTIN 5 B
292. WMI E<��
EXISTING 4" PER FL'&r m I
V) 2-STORY RLIDENCE
FIRST FLOOR=300.85 4"
ASH 6" BASEMENTi=292.65 290.3
CATCH BA I
56�5_1_le
292.5
290.5
PEAR 8"
C' 9 2.6
0
292.9
PERVIOUS LOT
COVERA
LO REA
12,000 so FEET
RE51DENC
a 5OUARE FEET
12RIVE)NAY
66 5GUARE FEET
TOTAL
465-T 5aUARE FEET
LOT COVERAGE AS ERC
AGE LOT AREA = 55.11%
AREA ALLOC FOR LOT 1
41 5GUARE FEET
AREA REMAINI FOR LOT(5) 145
1'15'7 UARE FEET-
TAL L ATED
To
5412el 5GUAZ%ZET
Lr 5 A USFC) FOR LOT 1
465'1 5OUARE FEET
AR A MAIN N FOR LOT 3
12 SGUARE FEET
296.8
EAST
N 541-1-7-54" DE
ON 4E6T ALL
Tq FLAT
<\ GARAGE. 5. RAINS ROOF
\\2\9
500 SYSTEM Jit z 0
301.2 0
lk i�� z
297.5 'Lb 411 c\ U)
PUMP za:2o� HEMLOCK 32'11
/j'_ 0
CEDAR 1
RANDALL1MUNSON
BUILDING DESIGNER
17713
15TH AVENUE NORTHEAST
SUITE 102
SHORELINE
WASHINGTON
98155
(206) 349-4551
COPYRIGHT NOTICE
THIS PLAN IS ISSUED FOR
CONSTRUCTION PURPOSES BY THE
CLIENT INDICATED.
REPRODUCTION OR USE OF THIS
DOCUMENT WITHOUT THE EXPRESS
WRITTEN CONSENT OF DESIGNER,
RANDALL J. MUNSON, IS PROHIBITED.
ARCHITECT MAINTAINS ALL RIGHTS
UNDER STATE AND FEDERAL LAW,
INCLUDING COPYRIGHT,
CONTRACTOR NOTICE
CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS
AT THE JOB SITE AND NOTIFY
THE ARCHITECT OF ANY DIMEN-
SIONAL ERRORS, OMISSIONS OR
DISCREPANCIES BEFORE BEGIN-
NING OR FABRICATING ANY WORK.
DO NOT SCALE DRAWINGS.
REVISIONS
No. Date Item
CYCLE NO. I
ZL 03.04.15 CORRECTIONS
U)
ALL D 2V
UTILITIES TO \.o
2c[4
D IN SAME
<
BE LOCI 4U
kb
TAIN
DITCH A51 GAS - MAIN
U)
t
-5 FEET 55PARATION FROM- j__
I
5E R TU
AND STORM
STORM 5
z
PER FLAT��� z
��G Alys G -G -3 G G G G G _G
- tu G G G G - <
LU Z F-�
297.
.55, - - - - - - - - - - - - - - - - - - - - - -- - - -
_'w �'w Lo CD
0 z ---------- __3
IVACCE55 $ UTIL17Y -00 z 0
FLAT DRAINAGE 2016
SYSTEM w 0
296.1 RIM=2 .54' U) z c' CD
0
ESMT FOR LOTS 2 4 5
INV.=2 .10, z co c\I
LLJ 0
co
0)
(1) co
z zi 0
rn -7
x_x_ z -0
277.55' 0 z
12'SHARED ASPHALT 0 Z Z
NEk4 FIRE Lu
HYDRANT >
d= ol XIII n 211152 tcp) K I e-t III < cf)
d) uj < 't
- - - - - - - - - - - - - - - - - - - < 3: -
C) u- o C6
r 0 M 0
5FT MAX. HEIGHT RETAINING AALL c ) 0 z
co co 20 Ic Z
HEIGHT CALCULATION TABLE OF AREAS SITE CLASSIFICATION WORKSHE T GRADING 0
POINT - A
2q4.20'
LIVIN&
5551
5OUARE FEET
POINT - 5
2012.10,
&ARASE
qq7
5OUARE FEET
POINT - C
2415.20,
FRONt FORCH
151
5OUARE MET
POINT - V
2ct'7.-70'
REAR: FORC4
186
50UARE FEET
TOTAL
1111.20'
&LAZIN6 AI�r=A
653
E70UARE FEET
Illcf.20'DIVIDED BY 4 =
2c14.5'
&LAZIN& AS A FERCENTA&E OF FLOOR AREA = Icl.54%
AVERAGE EX15TIN& &RADE (A.E.6.)
A.E.6. 214.5'+ 25'-0" = 51cl.a' 2012 moi5mirISTON to I A I = =NI=RGT Y41NDOINS .50 V VAL=
MAXIMUM ALLONE12 HEIGHT DOOR5 .20 V VALUE
51cf.26ACTUAL RIDGE ELEVATION
MEDIUM (9AE FURNACE
1.5 ENER&Y CREDIT #5b (1) H16H EFFICIENCY KATER HEATIN6:
&AS HOT NATER HEATER MIN. EF OF 0.52
LINE
TYPE
AREA (50UARE FEET)
I
NON-RE6ULATED
0
EXEMPT
REGULATED
2
REPLACED
0
0
5
NEP4 (PO5T 141-11)
+
465-7
4
TOTAL REGULATED IMPERVIOUS AREA
465-7
MITIOATION RrEOUIRED IF IN EXCE55 OF 2,000 5F
5
TOTAL AREA MITISATEV 5Y r=XISTIN&
465-1 (PER FLAT)
STORMYqATF-R MANASEMENT SYSTrEM(S)
(o
REGULATED ARE NOT YET MITIGATED
0
AREA PIR-OPOSED TO BE MITIOATW BY
0
LoVi IMPACT DEVELOPMENT TECHNIOUE-5
ARr-_A PFZOPOSED TO Brz MITIOATW THROU&H
0
CONVENTIONAL SYV TrECHNIOUES
CALCULATIONS
EROSION AND
340 CUBIC YARDS CUT GRADING PLAN
117 CUBIC YARDS FILL
PROJECT NO. :14.136
OWNER/CONTRACTOR IS RESPONSIBLE DESIGN RJM
DRAWN RJIVI
FOR EROSION CONTROI A.WDRAINAGE ISSUE DATE 03.03.15
A�i 01
RESUB
MAR 0 9 2015
BUILDING DEPARUMENT
CITY OF EDMONDS