APPROVED ENG PLN STM -RESUB 2-Site PlanJI --------------
NOT TO SCALE'S
ME
�F mSITErr
a
VICINITY MAP
GENERAL SITE DEVELOPMENT NOTES:
1.
THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE
APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE
RELATED CONSTRUCTION OPERATIONS.
2.
CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN
OBTAINED PRIOR TO COMMENCING WORK.
3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION
WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE
SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF
THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD
DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND
UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A
DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN
HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. TEBALDI
ENGINEERING, LLC ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC
RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONSULT TEBALDI ENGINEERING, LLC, TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
4.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE
DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE
PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND
A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE
RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF
CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT
ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE
CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE
DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.
5.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE
UTILITIES INVOLVED PRIOR TO CONSTRUCTION.
6.
INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF
THE AUTHORITY HAVING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL
BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR OF THE AUTHORITY
HAVING JURISDICTION 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.
/
7.
PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR
SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND
\
ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL
D ALL
PROVIDE 72 HRS MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER
AND ENGINEER OF PRE -CONSTRUCTION MEETINGS.
/
8.
THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL
COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY
OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING
PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE
"MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE
CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION
FOR EXCAVATION AND/OR TRENCHING PROCEDURES.
/
9.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE
SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY
OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE
/
PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE
OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE
/
AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED.
/
10.
PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT
ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION
/
OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN
THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS.
/
11.
STRUCTURAL BMPs MUST BE ACCESSIBLE FOR INSPECTION BY THE AUTHORITY
HAVING JURISDICTION DURING REGULAR BUSINESS HOURS.
/
12.
TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF
AS -BUILT INFORMATION SHALL BE SUBMITTED TO TEBALDI
ENGINEERING, LLC
AT COMPLETION OF PROJECT.
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
w
o
0
:A
A PORTION OF SECTION 8, TOWNSHIP 27N, RANGE 4E, W.M., SNOHOMISH COUNTY
GRADING, DRAINAGE AND TESC PLAN
' '•
FND. 1 2 REBA & CAP
STAMP D 'ORC 32432' CONTRACTOR TO INSTALL CATCH
N� (FN 0.07'E X 0.0 'S OF CALL) �C��o0gp0 NEARESTBASIN LET DOW DOWNSCTION AT
TREAM CATCH
�Py Q 60pp0 BASIN. SEE DETAIL ON SHEET C2.
(55.0 DL)
x
N 85 02" W
167.00
x
CONNECT NEW DOWNSPOUT TO
EXISTING IIDOWNSPOUT OUTFALL
LOCATION IS
\18 PL
(30. DL)
CONNEC NEW DOWNSPOUT TO
EXISTING DOWNSPOUT OUTFAL
LOCATION
N
12" STUMP
EX. WALL TO REMAIN
0
18.PL
(30.0 DL)
EX. STAIRS TO REMAIN
SILT FENCE. SEE DETAIL ON SHEET C2
10. AP
= x
per city standards that is caused or ENGINEERING DIVISION
occurs during the permitted project. APPROVED AS NOTED
OWNER/CONTRACTOR IS RESPONSIBLE FOR 07/11/2022
EROSION CONTROL AND DRAINAGE NO STORMWATER MANAGEMENT SYSTEM
REQUIRED AT THIS TIME. IF NEW AND/OR
0 Know what's below. REPLACED IMPERVIOUS SURFACE EQUALS
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING 2000SQFT OR GREATER, A STORMWATER
p Call before you dig. ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY MANAGMEMENT SYSTEM MAY BE REQUIRED
® Dial 811 UTILITIES MAY REQUIRE A SEPERATE PERMIT.
PER CITY CODES AND STANDARDS
Or Call 1-800-424-5555
UTIIJTY CONRXCT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,
AND DEPTH OF ALL EXISTING UTIILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY
POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION
PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE
1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE
UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS
SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE ENGINEER TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
DMPLIES WITH APPLICABLE
CITY STORMWATER CODE
07/08/2022
x
TFEN
C.
a =o►
Op��
LIMITS OF DISTURBANCE EX. PROPERTY LINE
(TYP•) CONNECT NEW DOWNSPOUT TO
`EXISTING DOWNSPOUT OUTFALL
..5..3' CATIONS
PA V R
P y�
C717r
REMAIN
W
Z
U
a
JZ
W
�_ 0 0
110 zz
U
�W�
�-
0 5 10 20
W
W
0 0
00
00
LEGEND L
=
T
J
W a
EXISTING Of �
Q
_
z
w w
a
760
EXISTING CONTOUR LINE
CL CL
o o
W
LL
>
Q
EXISTING PROPERTY BOUNDARY
Q
W
a
Z
EXISTING LOT LINE
Z
�
Q
O
EXISTING GRAVEL DRIVEWAY
Z
Z
2
EXISTING EASEMENT LINE
U v
a
CV
C)W
GRAVEL
Q
UU
U
z
W
O
CONCRETE
c)C)
m
Z
Q
U C)
T
N N
Q
a
PROPOSED N o a x
/ I �
760
0.54%
_760 _
TBM-A
FND. 1/2 REBAR & CAP I
STAMPED 'ORCA 32432' ICV
(FND. 0.06'W X 0.15'N OF CALC)
E0]EJB EX. LER METER AND
SERVICE TO REMAIN
FLOW PATH CO `V N 0 W
PROPOSED SPOT GRADE r z6 1-
ef
PROPOSED
GRADING SLOPE
PROPOSED
CONTOUR LINE
PROPOSED
STORM DRAIN PIPE
PERIMETER
PROTECTION
CLEARING LIMITS
7 s 1'' QVVIVI
UTILIZE EXISTING
s
17�7�' �7J;� TR PAVED DRIVEWAY
IG•.•. - EX. LIGHT
�17��C7� .�? • :? sl7�S . X. DOWNSPOUT LOCATION WM 3 - FOR CONSTRUCTION
ENTRANCE
:'fit yG : �7��,�7��,.�y7 / EX. CONCRETED IVE�( Ej`��'LS
GE OF
S S '. ' S '. ,�: 5 'IT
CONTRACTOR TO INSTALL
rM GM �- •.LIMITS' -OF. DISTU-
\-EX. DOWNSPOUT '' • ::.r'..'.
LOCATION
PROPOSED NEW ROO ,UT
LI N .:. ?'I NI 0
.r'� • . POSE STA
EX. BUILDING EAVES ' ..
EX. DOWNSPOUT LOCATION I`: •l' F
PROPOSED NEW ROOF r T C
LINE HOUSE (#17504)
RIDGE=378.76
GARAGE FF=355.84 1. ' :�. �..•
FF=365.19 '
-EX. DOWNSPOUT LOCATION EX. BUILDING EAVES • s
•
L0
•` HATCH IN CATF. II S
1 OF ROOF
4'
PR
� MW 11r, --
. BUILDING
"v
L
I..Q�
W f�
LLL
L L
I�
6H-TL
I
�-R.-6
SH
LO KS
TO
150'
L L
DE
OF
I' �0 SE
L I
CH INDICATES
ROPOSED DECK 36 4'
EXPANSION M BOARD E LIMITS OF DISTURBANCE
(TYP )
TO
EXISTING STAIRS
TO BE REMOVED
T
28.38'
EX. BUILDING EAVES /
C 0 EXISTING WALL TO REMAIN-
S ss
_EX. DOWNSPOUT LOCATION
EX. ROW LIN
CONSTRUCTION ENTRANCE AS
NECESSARY AND AS DIRECTED BY
FN 4' C. MO CITY INSPECTOR.
w OMED B DISC & PUNC SEE DETAIL ON SHEET C2.
IN C N 0.5' FROM GRADE O
TRAVIS AND CLAIRE ALEXANDER
17504 72ND AVENUE WEST
EDMONDS, WA
00
ENGINEER:
z M�
TEBALDI ENGINEERING, LLC
4625 - 126TH AVENUE EAST
EDGEWOOD, WA 98372
a TEL: (206) 450-5096
CONTACT: CHRIS TEBALDI, P.E.
CHRISOTEBALDIENGINEERING.COM
WATER PURVEYOR:
PUBLIC WATER
8" DI PIPE SEWER PURVEYOR:
Y EL-357.71 IE
/ PUBLIC SEWER
EX. GE OF
,S I ss I P M NT
I� I I
LEGAL DESCRIPTION:
N 85 7.00' 02 W EX. PROPERTY LINE TO SPLASHBLOCK �Jr I
x 167.I I (PER STATUTORY WARRANTY DEED NO. 201304100750; RECORDS
- TIGHTLINE I OF SNOHOMISH CO.)
X I MAILBOXE LOT 10, GLEN ELLEN VIEW TRACTS, ACCORDING TO THE PLAT
CORS TO
THEREOF RECORDED IN VOLUME 23 OF PLATS, PAGE 6 AND 7,
I I �
E G DOWNSP RECORDS OF SNOHOMISH COUNTY. T LOCATIONS OFF �00 PV oR
�P� 6 pp00� 0 0 18.13 L TR VERTICAL DATUM:
APPROVED BY PLANNING
iz
Jun 22 2022
Zone
RS-12 Corner
Flag _
Setbacks: Required
Actual
Front
25'
-
25.38'
= -- --
10'
10'
Sides
' 25'
Rear
---------
Other
25'
24.5'
Height
BLD2021-1418
EX. SEWER SERVICE TO
REMAIN
CONNECT EX DOWI
p0
I NAVD88
50' VEGETATED FLOWPATH
EXISTING SURVEY INFORMATION NOTE:
HATCH
INDICATES PORTION OF ROOF TO BE
THESE DRAWINGS HAVE BEEN PREPARED BASED ON THE TOPOGRAPHIC SURVEY
CONNECTED
TO DOWNSPOUT SPLASHBLOCK
PREPARED BY TYEE SURVEYORS DATED 7-9-21.
TIGHTLINE (APPROX. 620 SF)
TEBALDI ENGINEERING, LLC DOES NOT WARRANT THAT THE TOPOGRAPHY SHOWN ON
SEQUENCE
THESE DRAWINGS IS REPRESENTATIVE OF WHAT IS CONSTRUCTED. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER TO HAVE ALL
1.
FLAG ALL DISTURBED AND/OR CLEARING LIMITS.
IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO WORK.
2.
CALL THE UTILITY LOCATE SERVICE TO VERIFY LOCATION OF ANY EXISTING UTILITIES
TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION.
VEGETATION RETENTION NOTE:
3.
IDENTIFY AND PROTECT ALL EXISTING VEGETATION TO REMAIN, AS REQUIRED.
ALL EXISTING TREES TO BE RETAINED AS A PART OF THIS
PROJECT
4.
PERFORM CLEARING AND GRADING REQUIRED FOR INSTALLATION OF PERIMETER
SOIL AMENDMENT NOTE:
CONTROLS.
ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW
5
INSTALLRUNOFF CONTROLS INCLUDING SILT FENCING AND CONSTRUCTION
BMP T.5.13 AVERAGE GRADE CALCULATIONS
CINGPERIMETER
FENCING.
6.
INSTALL STORM DRAINAGE PROTECTION.
NUMBERS BASED ON DIRECT FIELD MEASUREMENTS ON 6-25-2021:
7.
CLEAR AND STABILIZE CONSTRUCTION ACCESS, IF REQUIRED.
POINT 'A' = 355.6
POINT 'B' = 355.5
8.
COMPLETE ALL REQUIRED STOCKPILING, SITE CLEARING, AND GRADING.
POINT 'C' = 356.6 RESUB
'D'
POINT = 355.8
9.
CONSTRUCT SITE IMPROVEMENTS.
Jun 21 2022
TOTAL = 1423.5/4
10.
COMPLETE FINAL GRADING, STABILIZATION, AND LANDSCAPING.
CITY OF EDMONDS
DEVELOPMENT SERVICES
CURRENT AVERAGE GRADE = 355.875 DEPARTMENT
11.
REMOVE SEDIMENT AND EROSION CONTROL MEASURES.
PROJECT DATA:
PROJECT ADDRESS: 17504 72ND AVENUE W
EDMONDS, WA
TAX PARCEL: 00456000001000
JURISDICTION: CITY OF EDMONDS
PROJECT AREA SUMMARY -
a
W
I
Z
(n
X
W
L
x
J
W
a
7'
J
Q
m
w
a
Z
♦♦^^
V,
>
aaZ
J°°
UQ
C
�
CT)
0')
Q
Z
N
L
Q
0
0
Z
W
o
U
a
12
♦♦^^
o
12CQQ
`
1N
CD
n
a1T`
O ~
N
N
C"iILL
N
M. TF
E
W A S
\
� o
o
cn -' z
,F 43524 �Q �Qz-
=o
S/ONA
0
/20/22
Qx)
Q
i
a
'L
v
°'
N
C
�
U
Q
c
~
z
cn
w
/
L
s=
o
_
N
X
Q
U
U
U
o
0
m
'o
U
U
0
y
v
41
0
0
0
U
Q
M
Q
w
U
LL1
c
L
o
O
N
U
Z I�
Q�
��
Q
o) w
O W
w
C0
LO Z
�00Z
I O
�oco
^J
m
NCD
p
c0 0
N LL 1
o
� W
..�
07�
�
o
TOTAL SITE AREA = 12,506 SF
EXISTING HOUSE ROOF AREA (NOT
d
0
NEW/REPLACED IMPERVIOUS)=1,933 SF
w
EXISTING DRIVEWAY/WALK (NOT
z
i
NEW/REPLACED IMPERVIOUS)=1,531 SF
TOTAL EXISTING IMP. AREA (NOT
=
o
NEW/REPLACED IMPERVIOUS) =3,464
NEW HOUSE ROOF AREA=568 SF
O
TOTAL ROOF AREA=2,501 SF (ONLY 568
PLO
NEW/REPLACED)
T E
TOTAL IMPERVIOUS AREA=4,032 SF (ONLY
~
568 NEW/REPLACED)
L
W
N
PROPOSED DECK ADDITION=324 SF (SLOTTED
E
Z
o
i
SO NOT NEW IMPERVIOUS)
o
LU
APPROX. 10 CY CUT/FILL
Q
A PORTION OF SECTION 8, TOWNSHIP 27N, RANGE 4E, W.M., SNOHOMISH COUNTY W
U
NOTES AND DETAILS Z
W
oF-
ww W
m m _j � Zw
0 0 /
O �� a
O 2 J a
_ w
O 00 aa) W
O O
O O ww o Z
O O �� a
0 O w cn
O O o0 0
O O ww > o
O N N Z W a Z
GRATE
�� a Jo0
�ZZ�
wx,00 a W _ N
\ U U
48 FILTER SOCK WITH VJ W
OVER FLOW HOLES ~ ~ O M
(NP) U U U Z LL
4 FILTERI SOCK WITH W
OVER FLOW HOLES 1 1L0
(TYP) U U m 1
a e CATCH BASIN N cv T
o L0 41 a
°d COCV
.°d W
! r r O
a
8 z a
A
W
Z CjA)
H
W °'
X
X
Ill -i
NOTES: J W a Q
CATCH BASIN hi
m
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN a ~
THIS APPLICATION AT ALL TIMES DURING Z
W
CONSTRUCTION PERIOD. W ♦^
Q U
2. ANY SEDIMENT IN CATCH BASIN INSERT Q
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL. < z 00
1 00 3. CITY INSPECTION REQUIRED ON ALL O °'
EROSION CONTROL METHODS BEFORE 0 � CD
0
OTHER WORK CAN BEGIN. o
N
REVISION DATE W cn
CITY OF EDMONDS TEMPORARY JANUARY 2018
SEDIMENT TRAP
T PUBLIC WORKS FOR CATCH BASINS STANDARD > N CD
o
DEPARTMENT DETAIL
FFs t 189� APPROVED BY: R. ENGLISH E R — 9 02 o
>L
O ~ �_
U— N
Q)
2" x 2" WOOD/STEEL
G� �F WAQ)
o
Q �
o
FILTER FABRIC SECURED _ Ln Z a'
TO 2" x 2" 14 GA 43524
WIRE FABRIC EQUAL
P� 25' MIN RADIUS �s O/ S T ER
Pad S/0 NA L
NG
oI �O oa QUARRY SPACES 20 22 Q
2-4" MIN DIA -
01
4 4 4 12" MIN DEPTH �
\/ O
NATIVE BACKFILL MATERIAL SF` N Q)
8 161 15' MIN U U U � Q
BIF� PROVIDE FULL WIDTH Q)
OF INGRESS/EGRESS v m o 0
c o U
rn
a
cl c U Q 0 0
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS DETAIL NOTES: M
USE STAPLES OR WIRE RINGS TO ATTACH •>
0
FABRIC TO WIRE
1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
0
2" x 2" WOOD/STEEL POSTS AND/OR INTO THE PUBLIC RIGHT-OF-WAY. Q
O2 ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. W o
O
WIRE MESH FENCE NOTES: Z U
o TO SUPPORT FILTER W po 0 L
I FABRIC 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED 00 Z
ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. Q O O [if
2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING Q O) WO W w
OF SEDIMENT OFF SITE AND ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH �p Z
ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC p O Z
Lo
RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. I OO W
BURY BOTTOM OF FILTER 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL
a MATERIAL 8" TO 12" BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING Ln W (o Q E
6' MAX DEVICE. (00 p m Ld o
4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. '14- W I- -
PROJECT j
07�
* PROVIDE ATB OR ASPHALT
NOTES: TRANSITION WHERE FRONTAGE
ROAD IS AN ARTERIAL. d 0
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER LENGTH TO BE DETERMINED y
EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON w J
ALL EROSION CONTROL METHODS ALL EROSION CONTROL METHODS z
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION BEFORE OTHER WORK CAN BEGIN BEFORE OTHER WORK CAN BEGIN C7 >
ACTIVITY.
o
c
� REVISION DATE REVISION DATE \ 0
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 �P�O
FILTRATION SYSTEMS ENTRANCE TE
T� PUBLIC WORKS STANDARD T� PUBLIC WORKS STANDARD
DEPARTMENT DETAIL DEPARTMENT DETAIL L LLI E
FS t . 1890 APPROVED BY: R. ENGLISH E R - 9 00 Fs t 189'3 APPROVED BY: R. ENGLISH E R - 9 01 Z µ, N
N 0
z O �
O W `� N
a
U U
SIZE
MIN LENGTH OF (FEET)
QUARRY SPACES*
< 1/4 ACRE
30
< 1 ACRE
50
< 3 ACRE
100
> 3 ACRE
100