APPROVED PLN ENG BLD2022-1181+SITE_Plan+9.21.2022_9.49.01_AM+3120943 2NO
N
PROPOSED
IMPERVIOUS COVERAGE
N
EX15TING LOT:
a
o BUILDINGS:
RE -BUILD EA57 END (REPLACED):
GONG PA710/5IDEWALK5:
GONG SIDEWALKS (REPLACED)
ASPHALT WALKWAY/DRIVEWAY:
TOTAL:
BLDG CALC5:
IMPERVIOU5 COVERAGE:
Q
Y
135,901 SgFt
18,166 5gFt
3,152 5gFt
5,656 5gFt
1,046 5gFt
91,550 5gFt
120,110 5gFt
120,118/135,901*100 = 68.42
88%
If EXISTING (PRE -FIRE)
IMPERVIOUS COVERAGE
EX15TING LOT:
:A BUILDINGS:
GONG PA710/51DEWALK5:
A5PHAL7 WALKWAY/DRIVEWAY:
x TOTAL:
BLDG CALC5:
F
z IMPERVIOU5 COVERAGE:
135,901 5gFt
21,915 5gFt
6,102 5gFt
%558 5gFt
120,116 5gFt
120,118/135,901*100 = 88.42
S8%
BUILT OVER
EXISTING
FOUNDATION
v . P.L. 225'
. .. '�, .,,' ,,,, �� ', •' ' •• •' /
,,....:.,,.. ,.... ..... ,
a GC ..
a ....: .::.:: .:.,::::: °°Q °
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9,
17
ED
HOT 5H0,7'5 ESPRESSO
j�
D..
P.L.14'-5'
(E) ,4SPHAL7 PARKING LOT/ROADWAY
(E) TREES 70 REMAIN - TYP
AREA OF (E) BUILDING DEMOLI5HEp
70 (E) FOUNDATION UNDER PERM175
5LD2021-0238, -0239 8 0240
(45 NOTED C - - - )
a. AREA OF (N) BUILDING 70 BE RE -BUILT
OVER (E) FOUNDATION (A5 NOTED )
: (N) 4' GONG W/ EMBED PAVERS TO MATCH
A5 RQD FOR (N) CONSTRUCTION (CTV)
\ " (A5 NOTED )
EX15TING DRIVEWAY
Nothing in the permit approval process shall be
\
_ interpreted as allowing or permitting the maintenance
of -any currently existing4kT94,—nonconforming or
\
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
ENGINEERING DIVISION
SITE
PLAN
structure or condition may be the subject of a separate
APPROVED AS NOTED
�
enforcement action.
SCALE:
1"=30'-0"
NOTE-
THIS 517E PLAN WAS GENERATED U51NG INFORMATION FOUND
11 /01 /2022
ON THE 5NOHOM15H COUNTY G15 SYSTEM AND INFORMATION
GATHERED DURING 51TE VI5175. TH15 517E PLAN 15 NOT 70 5E
NO STORMWATER MANAGEMENT SYSTEM
CONSIDERED A SURVEY.
REQUIRED AT THIS TIME. IF NEW AND/OR
REPLACED IMPERVIOUS SURFACE EQUALS
MAIN PERMIT:
2000SQFT OR GREATER, A STORMWATER
BLD2022-1181
MANAGMEMENT SYSTEM MAY BE REQUIRED
PER CITY CODES AND STANDARDS
OTHER UNITS:
BLD2022-1182 &
BLD2022-1183
APPROVED BY PLANNING
Nov 29 2022
Zone FVMU Corner
Flag _
DISTRICT 2 DESIGNATION
Setbacks:
Required
Actual
Front
20
821911
Sides
15'
app 34'
20
app
Rear
2851
Other
39'
151511
Height
LEGEND:
Q , X_ x, (N) SILT/CONSTRUCTION FENCE
w , w (E) WATER -LINE
N : 5T , 5T : (E) 570RM WATER LINE
N :5 :5 : (E) SEWER LINE
_ow_ow_ (E) POWER (OVER -HEAD)
C5® (E) CATCH SASIN
S-MH o (E) SEWER MANHOLE
FH
0 (E) FIRE HYDRANT
o (E) POWER POLE
WM
z (E) WATER METER
z
Q SCDM 5MPs (CSDM VOLUME 2 CSPP):
Y
Y 1. CONCRETE HANDLING, WASHOUT, 4 DISPOSAL SHALL 5E PER CSPP 5MP C151 4 C64 AND
IMPLEMENTED 4 MANAGED 5Y THE CONTRACTOR.
z
Q
i 2. SAWCUTTING AND POLLUTION PREVENTION SHALL 5E PER CSPP 5MP C152 AND SHALL 5E
IMPLEMENTED AND MANAGED 5Y THE CONTRACTOR.
3. MATERIAL DELIVERY, 570RAGE, AND CONTAINMENT SHALL 5E PER CSPP 5MP C153 AND
IMPLEMENTED AND MANAGED 5Y THE CONTRACTOR..
4. CONSTRUCTION STORMWATER FILTRATION SHALL 5E PER CSPP 5MP C251 AND
IMPLEMENTED AND MANAGED 5Y THE CONTRACTOR
x
�; 5. PROTECTIVE 5MPs SHALL 5E MAINTAINED A7 ALL TIMES AND 5MPs SHALL 5E THE
6E RE5PON5151LITY OF THE CONTRACTOR
_ V P.L. 225'
OL
0
::::: ..:::
f : ::... ..... ::.::
X��� ::.::.•:::: •::::.. ..... :..
°
P.L.14I-5'
oxe
` a ::::. . a V .:: : •
o F (E) ASPHALT PARKING LOT/ROADWAY
S Agy
' .. ...., 19
..... .. ..... Q ° °
r�o
w
V co
h
IA
IV.
HOT 5H0.7'5 ESPRESSO.
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ow
ow
cy D \
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• o.
a
C
" a
o .
a a,.
qo
I'
�w
\ mow;__ —
w EXISTING DRIVEWAY
w
\ -w �w ,w �w �2 \ = w
0
S-MH
UTILITY & TESC SITE PLAN
4 SCALE: 11=30'-0' SEE SHEET 05-2 FOR 5AL OF INFO
SEE SHEET 05-4 FOR TESC DE7AIL5
(E) TREES TO REMAIN - TYP
AREA OF (E) 5UILDING DEMOLISHED
70 (E) FOUNDATION UNDER PERMITS
5LD2021-0238, -0239 d 0240
(AS NOTED C C )
OUTLINE OF (N) ROOF W/ (N) DOWNSPOUT
TO (E) TIGPTLINES
AREA OF (N) 5UILDING TO 5E RE-5UILT
OVER (E) FOUNDATION (AS NOTED )
L CATCH MILSIN
i1LTER SOCK WH
OVER FLOW HOLES
(ryp)
CATCH MA61N
NOTESe
I. SHALL WWUIN
THUS APRlCA110N AT ALL TIMES OulsrG
Co•MsTRL,cTTON Pcw00.
2. AW SEDRIM IN CATCH SON MISERT
SHALL ITK REMOVED WA M /IM" E
ONE - THLRD FULL.
3. CTTY MSPEC?ION REOUIRED ON ALL
EROSION CONTROL MET► OOS METOIK
OTWN WOOM CAN SEGM.
TEMPORARYFEVOM s
CITY OF EDMONDS SEDIMENT TRAP
PUBLIC WORKS FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
APPROVED MY- R. D�MLEN E R- 9 0 2
CONTRACTOR SHALL
INSTALL AS NEEDED TO
PREVENT ANY
CONSTRUCTION
DEBRIS/SEDIMENT FROM
ENTERING THE CITY
STORMWATER SYSTEM
PER CITY STANDARD
DETAIL ER-902.
A
TH
M
X FULL WIDTH
ORESS/EGRESS
DETAIL NOTES:
IQ THE WMMUM LDOGT►H SHALL ME EXTENDED AS NECESSARY TO ENSURE MATmk IS NOT TRACKED OFT SITE
AND/OR NTO THE PUIILK IR CHT-OF-WAY.
O ATS DRTvDW1r RAWP AND/OIt SPE ACCESS RW1D I S' RUDE W SEE TAMLL BELOW FOR REOUMED LENGTH.
I SLIOWACE 1jIATER - ALL SURFACE WATER FLOWM OR DNEATED TONAM CONSTRUCTION ENTRANCES SHAU K PIPED
ACROSS THE ENTRANCE IF POOL IS UPRACTICAL. A IDUNTAD,E KM WM &I SLOPES WLL K PERMITTED
2. WMiTENMr10E - THE ENTRANCE 9NALL ME NAINTAM M A CONDITION WHICH WILL PRENEWT TRACKING OR FIOWM
OF SEDRMEW OFT SITE AND/OR ONTO PUGM RIGIFT--OF-MAY THIS WAY REQUIRE PERIODIC TOP ORESSMG WITH
A00117 4k OUWV SPALLS AS COFDITIOI S DEMMD QD RE►AIR AND/OR CLENKXfT OF ANY MEASURES USED TO
TRAP SE0600 ALL SEDIMENT SPILLED. DROPPED. NA9ED OR TRACKED OF: SITE AND/OR ONTO PUOL1C
R101R-OF-1))AAY MUST K REMOVED IMMEDIATELY
3. WHEELS SHALL K CLLEAnED TO REMOTE SEO1MENt PwOR TO LEAVWMG THE SITE VAN wl9IRMG IS USED. rt SILALL
K DONE ON AN AREA STAINLM WT)4 OUARRY SPKLS AND NCH DRAMS WTO AN APPROVED SEDOW TRMP.16
DErK:E.
a. INSPECTION AND NEEDED MA04rE%ANCE SMALL K PROVIDED 4"M EACH MO.
PROJECT
!QE
Iw L01111m OF (Fu7)
O11MARY SPALL.S•
< 1 4 AM
30
< I AM
so
< 3 ACK
100
> ) AM
10o
LN
6 MIL (MIN) CLEAR PLASTIC
BURY SHEETING IN 4"x6"
SHEETING
L LI
TRENCH A MIN. OF 8 FT.
Z
6 MIL (MIN) ANCHOR WEIGHTS WITH SETBACK FROM TOP OF
ANCHOR WEIGHTS WITH
CLEAR PLASTIC STAKES
SLOPE, BACKFILL WITH
10I STAKES
(n
STRAW
SHEETING
WASHED ROCK
Z
WATTLE
CONVEY RUNOFF TO
I
PROVIDE ENERGY
APPROVED LOCATION
Q
\ X
SOIL BERM DISSIPATION AT TOE
\\ �
WHEN NEEDED
— — — —
0
0
\�
STRAW BALES
O\\\\
TOE IN SHEETING IN 4"x6"
Z
TRENCH A MIN. OF 3 FT.
SETBACK FROM BOTTOM
I
OF SLOPE, BACKFILL WITH
3' MIN.
D-
CONVEY RUNOFF TO APPROVED LOCATION
WASHED ROCK
0
OO
STOCKPILES
CONVEY RUNOFF TO
N
APPROVED LOCATION
SLOPES
N
O
N
N
5
STOCKPILE
& EXPOSED SLOPE
COVERING
�-4
NT5
0
z
1-
X
Q
0
• PROVIDE ATS OR ASPHALT
TRAI145fT10N WHERE FRONTAGE
ROAD IS AN ARTERAL.
I.DOM TO K DETERMINED
MY `fr' INSPECTOR CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER *ORK CAN BEGIN
STABILIZED CONSTRUCTION DAM
s
CITY OF EDMONDS ENTRANCE
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED MY: M. DImsH E R - 901
TREE PROTECTION FENCING AND SIGN
1. CHAIN LINK, WIRE MESH, OR SIMILAR OPEN
RIGID MATERIAL (NO PLYWOOD)
2. MUST BE INSTALLED PRIOR TO DEMOLITION
OR GROUND DISTURBANCE
3. KEPT IN PLACE FOR THE DURATION OF
CONSTRUCTION
4. NO SOIL DISTURBANCE OR ACTIVITY
ALLOWED WITHIN FENCED AREA: MATERIAL
STORAGE/STOCKPILING, PARKING,
EXCAVATION, DUMPING, OR WASHING
5. MODIFICATIONS OF THESE REQUIREMENTS
BY APPROVAL OF SDCI PLANNER ONLY
6. IF ROOTS GREATER THAN 2 INCH FOUND
OUTSIDE OF FENCING, PROTECT BY HAND
EXCAVATION AND, IF NECESSARY, CUT
CLEANLY AND KEEP MOIST
7. USE 3 INCHES OR DEEPER WOOD CHIP
MULCH OUTSIDE FENCED AREAS TO
PROTECT FEEDER ROOTS
1. ORANGE MESH OR SIMILAR OPEN MATERIAL
2. MINIMIZE CONSTRUCTION ZONE
3. PROTECT VEGETATION OUTSIDE
CONSTRUCTION ZONE WITH FENCING AS
SHOWN
4. USE 3 INCHES OR DEEPER WOOD CHIP
MULCH OUTSIDE FENCED AREAS TO
PROTECT FEEDER ROOTS
o�
CONTRACTOR TO USE
EXISTING PARKING AND
ENTRANCES. IF A
CONSTRUCTION
ENTRANCE IS NEEDED,
CONTRACTOR SHALL
USE USE CITY OF
EDMONDS STANDARD
DETAILS ER-901
CANOPY DRIP LINE
DEFINES TREE &
VEGETATION PROTECTION AREA
TREE & VEGETATION FENCING AROUND
ENTIRE DRIP LINE ON PERMIT SITE.
ALTERNATIVE TREE PROTECTION, IF APPROVED
BY SDCI. AS SHOWN ON SITE PLAN
N
N
MIN.
..
IF A ROADSIDE
PRESENT, INSTALL GEOTEXTILE
DRIVEWAY
PER -D
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
NOTES:
• PER KING /GOF
ESIGN AND CONSTRUCTION STAND DS (KCRDCS), DRIVEWAYS SHALL
BE PAVED -W PRIOR TO INSTALLATION OF THE C STRUCTION ENTRANCE TO
AVOID DAMROADWAY.
• IT IS RECO THE ENTRANCE BE CROWNED SO THAT RUNO DRAINS OFF THE PAD.
31 STABALIZED CONSTRUCTION ENTR
CS-4 N1
TREE &VEGETATION PROTECTION
NT5
JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS. USE STAPLES, WIRE RINGS OR
EQUIVALENT TO ATTACH FABRIC TO POSTS.
2"X2" BY 14 Ga. WIRE OR —
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
- --- UMAX.
POST SPACING MAY BE
U INCREASED TO 8' IF
WIRE BACKING IS USED
NOTE: FILTER FABRIC FENCES
SHALL BE INSTALLED ALONG
CONTOURS WHENEVER POSSIBLE
SOLID —
WALLS
FILTER
MEDIA FOR
DEWATERING
FILTER FABRIC
JI MINIMUM 4"x4" TRENCH
72"X4"
KFILL TRENCH WITH NATIVE SOIL
R 3/4" TO 1-1/2" WASHED GRAVEL WOOD POSTS, STEEL FENCE
POSTS, REBAR, OR EQUIVALENT
2 SILT FENCE
CS-4 NT5
STANDARD STRENGTH
FILTER FABRIC � GRATE
-5 Q II I] Z] NOTE. ONLY T/ABE
RE
° PONDING OF WECATCH BASIN TRAFFIC PROBRECATCH BASIN)I OVERFLOW WIINEROSION OF S
FER FABRIC PROTECTION
CATCH BASIN
A OVERFLOW
All
1
� PO US
GRATE
Lail
NOTE: THIS DETAIL IS ONLY
SCHEMATIC. ANY INSERT IS
ALLOWED THAT HAS:
z ° • A MIN. 0.5 C.F. OF STORAGE,
'• a • •THE MEANS TO DEWATER THE
STORED SEDIMENT,
Iz •° AN OVERFLOW, AND
AN BE EASILY MAINTAINED.
R
IN
CATCH BASIN INSERT
CATCH BASIN PROTECTION
NT5
CE
0
Is
X
w
W