541 3RD AVE S.PDFIIIIIIIIIIII
4989
541 3RD AVE S
ADDRESS: �az C�� 5
TAX ACCOUNT/PARCEL #:
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: Conditional Waiver El Study Required El Waiver
CRITICAL AREAS.#: DETERMINATION:
/.:�;17 Conditional Waiver Study Re�uired Awaiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER 7 IiSt permit #'s):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
LID #:
SHORT PLAT FILE:
LOT:
BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE/ENC ROACH M ENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc
Critical Areas Checklist C
�She Information (soilopography/hydrology/vegetafion'-P
1. Site Address/Location:
2. Property Tax Account Number: �6 001 — Oe) 1? 0 00 7
3. Approximate Site Size (acres or square feet):
4. Is this site currentlydev eloped? �<—yes; no.
If yes; how is site developed? 5,'kt�Z-41-
5.. Describe the general site topography- Check all that �ppiy.
Flat: less than -5-feet elevation change over entire site.
Rolling: slopeson site generall ' y less than 15 % (a vertical rise of I 0-feet -over a
horizontal distance of 66-feet)-
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise
of 10-feet over a horizontal distance of 33 to 66-feet).
Steep: -grades of greater than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Other (please describe)-
6. Site contains areas of year-round standing water: Approx. Depth:
7. Site contains areasof seasonal standing water: /flO
Approx. Depth:
What season(s) of the year?,
8. Site is in the floodway IU(5 floodplain of a water course.
9. Sitecontains a creek or an area where water flows across the -grounds surface? Flows are year-
round? . IM Flows are seasonal? e<10 (What time of year?
10. Site is primarily: fo ested ;meadow ;shrubs mixed
urban -landscaped (1awn,shrubs eic) 7
11. Obvious wetland is present on site: /00
For City Staff Use Only
I Site is Zoned?
2. kS mapped soil type(s)? 1,-2wej�3 2Al2, L<)-n S'4,Pe
V Q
3. Wetland inventory or C.A. map indicates wetland present on site? Af�
4;-;-. :-,.Critical Areas inventory or C.A. map indicates Critical Area on site?
5.. within' designated earth subsidence landslide hazard area? AJ.
6. designated on the Environmentally Sensitive Areas Map? Af 0
DET RMWATION
"'STUDY REQUIRED CONDITIONAL WAIVER
WAIVER'
Revi6'wed by:_
' Q Planner Date
Rev 0 1/04/94
890 -19",
CitY of Edlmon&
Critical Areas Checkli . st.
The Critical Areas Checklist contained on
this, form is to be filled Out by any person
preparing a Development permit
Application for the City of Edmonds prior
to his/her submittal of a development
permit to the City.
The purpose of the Checklist is to enable
City staff to determine whether any
Potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should be easily available from
observations of the site or data availableat
City Hall (Critical Areas inventories, maps,
or soil surveys).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
-and submit it to the City. The City will
review the checklist, make a precursory site
visit, and make a determination of -the
subsequent steps necessary to comp lete a
developmeentpermit application.
With a signed copy of this form, the
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s)- In
addition, the applicant shall include
otherperfinent information (e.g. site
plan, topography map, etc.) or studies in
conjunction with this'Chee'klist to assist
staff in completing their pre liminary
assessmentof the site.
I have completed the attached Critical Area Checklist and attest that the answers provided I are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
Name
Ttr;;t —Address
EA14- ot W-
.5- '
City, State, ZIP Phone
Signature Date
Applicant Representative:
Name
Street Address
City, State, ZIP I Phone
Signature
Date
152
DA Zone F/H N.E. 1/4. SEC. 26 T.27N., R.3 E.W.M.
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Z2000 E2021
APPLICATION
for
The City of Edmonds SEDE SEWER PERYaT
NEW CONSTRUCTION REPAIRS EASEMENT No . ..........................................
100-08200
OV*rNER ........... K&n-e.,---Al-d-i-ne ................................. --------------------------------- CONTRACTOR .................................................................................................. PERMIT No.. ....................
541 3rd Ave. S.
ADDRESS............................. ---------------------------------------------------------------------------- LEGAL DESCRIPTION: LOT No . .............................................. BL0CK No . ............................................
NAMEOF ADDITION .................................................. ......................................................................................
Dye Tested On Sewer,
Approved:
DATE................................................ By ............ .........................................................
City of Edmonds Permit No: 203 a?,V1
RIGHT OF -WAY CONSTRUCTION PERMIT issue Date: 6?-Z 4-03
e
A. Address or Vicinity of Construction:. �5 411
B.' Type of Work (be specific): 'e� 02 La CA �v 0 S-r 4 CA 40.4 1 W-0i
C. Contractor: _�A_jl (0 P�Ijy)
-7
Mailing Address: PQ I)K 1 -11-7
-State License #:
D. Building Permit (if applicable):
E. F� Commercial D Subdivision
�Iulti-Family E] Single Family
INSPECTOR:
F. PAVEMENT CUT:
CONCRETE. CUT:.
Phone: 72 5" - -7 W3 !- 1-/ Yi
SIP 1/-JJ"- e AD
Liability Insurance: Bond:$
Side Sewer Permit # (if applicable
El City Project �V EUC ERIZON, PSE, AT& T, OVWD)
F1 Other
NO G. sizi 4'C'UT— x
INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless ftom
injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of
Edmond� or" any of its departments or employees, including but not limited to the defense of any legal proceedings including defense
costs and attorneyfees by reason ofgranting this permit.
THE CONTR�CTO'R IS RESPONSIBLE FOR WORKMANSHIP AND. MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING. THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES 97LL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BYCITYFORCES, AT WHICH TIMEA DEBITOR CREDIT WILL BEPROCESSED FORISSUANCE TO THEAPPLICANT.
* Traffic control and. pliblic safety'AAf'l5e`in' accordance' with City regulations as required by the City Engineer. Every'
flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
required training in their possession.
* Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City -
approved material prior to the end of the workday — NO EXCEPTIONS.
+ Three sets of.construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
IHAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THAT I MUST MAKE THE PINK COPY OF THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS .
Si�nature:
0.3
Date:
(Contraftor or Agent)
FOR CITY USE ONLY
Approved by! I L*VR,-r , , I-L-1 f-W
ftight-o * ay Fee: (t13+ 19'0104)
07A
Time Authorized: Void After a Disruption Fee/Fund 111:
Special Conditions:.!&�s?v fm 0_11U 40"OS Restoration Fee:
kmmm 1)1s-nwjWb,L M69AWt)'L*e0P_9VTM6aAt11o0� Total Fee: 2-ag-
6'!6�w_' ReceiptNo- 4
Jssued bv
V1h1k (ml L4*=9_. 4EW
CAK&EX4., OA14 -=0 )(13 2L
-----------
UPON.COMPLETION OF PERMITTED WORK9 AN�ENGINEERING FINAL
INSPECTION"IS- REQUIRED, PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT, CODE (Phone 425-7,71-0220, Ext. 1326)
FINAL APPROVAL OF PERMITTED WORK.- DATE:
Inspector's'Signature
For inspection requirements see Engineering Inspection Information handouL
DAMy Documents\Forms\Engnmg�ROWpermit doe
-41
.q.
Lj
PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY HALLS LAKE AREA
LOCATION 541 3RD AV S DATE 8/28/03 W.C. NO. 334870
POLE NO. NE 1/4S 26 T 27 R 03 —
REASON FOR WORK ENGINEER KINMAN TASK 03 —
INSTALL DEVICES FOR WESTGATE CVR DRAFTER U.G. NO.
APPLICATION SCALE 1"=100' —
APPROVED DATE PRINTED
DATE WORK COMPLETED &
FOREMAN
FEES REQ'D 0 YES 0 NO
PRIMARY OVERHEAD
0 RESIDENTIAL
0 COMMERCIAL
LEO NO.
SECONDARY OVERHEAD
BASIC FEE S_
JMETER/CONV-POLE s
PRIMARY UNDERGROUND
0 RESIDENTIAL
0 COMMERCIAL
BASIC FEE S
LEU NO.
SECONDARY UNDERGROUND
BASIC FEE S_
UNDERGROUND PLAT
BASIC FEE S_
q FT.@$
STREET LIGHTING
cL FT.0 =s
WORK IN RIGHT OF WAY
0 PRIMARY
0 SECONDARY
(� FT.0 '=s
MISCELLANEOUS FEES
VAULT S
PERMIT S_
S_
TOTAL DUE S
DATE PAID
RECEPT NO.
NEW SVCE APPLICATION NO.
I p_('_p_NlF):
ENVIRONMENTAL ANALYS D
0 EXEMPT 0 NOT EXEMPT
P AR A. 18 ITEM c -
O.H. U.G. COND. _ KV
ADD CKT.FT. PH
REM—CKT.FT. PH
NET CKT.FT.
O.H. U.G. COND. KV
ADD CKT.FT. PH
REM CKT.FT. PH
NET CKT.FT.
PERMITS (DATE GRANTED)
0 TREE TRIM
0 STATE
0 COUNTY
0 CITY EDMONDS
EASEMENTS
0 REQUIRED 0 NOT REQUIRED
DATE RELEASED
FOREIGN CONTRACTS
0 VERIZON JPN NO.
E CATV JPN NO.
0 JOINT TRENCH VERIZON & CATV
0 JOINT BORE VERIZON & CATV
-0
POLE STENCILING
FROM TO
TAKE OFF POLE
PRE-CONST. REQUIRMENTS
0 TREE TRIM 0 PUD LOCATOR
0 BACKHOE 0 FLAGGING
El ONE CALL DATE
No.
READY
PHASING
POLE/
WORKING XFMR
—GIS
DMS
FINISHED
1 LINE
JOINT USE
LOCATION MAP PAGE 454,F6
0 EXISTING POLE
X EXISTING POLE -TO BE REMOVED
0 NEW POLE
)K NEW POLE TO REPLACE EXISTING POLE
ATE_
SUBSTATION WESTGATE
CIRCUIT No. 12-405 PHASE 1, 2,3
ENGR'S TEL. #
783-438
ENGR . S PAGER #
1 425-514-4360],
------------
LANE CLOSUR[
(TWO
W20-1
W20-4
m
W20-7A
7j
CD 0
00
c"4 I)
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(OPTIONAL)
VS OF EXST P
SET NEW 45'P W/GRND AS STAKED
INSTL ASSY 12F615
INSTL A 450 kVar CAP BANK, COMP # DBO109
CAP #
FUSE AT 25 A
9 XFR TPX SVCE & ST/LT S-1502
a-
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F— U-) CD
SIGN '
SPACING
A, B, C (FT)
BUFFER
(FT)
25
200
55
30
200
85
35
350
120
40
350
170
45
500
220-
50
500
280
55
500
335
SPEED
LIMIT
co -j
EX15TIN(9
1 24* FIR
TREE TOJ'
REMAIN
A
ROPE BARRIERS OR HAY @
5ALE5 SHALL BE —
INSTALLED TO PROTECT
ROOTS OF REMAININ4,
TREES, TYP.
�A"L
ord -To ioAYTDP SIT
-r(> Sitio'14 (1WP4WM
V%IAY)
IP
44 —
Oy
0,
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00
x
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51-OPE 5%
%
'rr
P'Op'
HILTER �Iltb�z 'TLINE
V'5'-O' 511DE YARD 5ETEACK
ILDIfn
ACK
EX15TI.
rREE TO 13E
RE
S�—
/v
EXISTINCz-5
Q*FAt-1ILY HOUSE
To k MOVED
15.
EX15TIWI
10C12 5F (15T FLOOR)
500 5F (EASEMENT)
151�
KALKKAY
J
TO 13E
A
REMOVED
4EF�IIOVED
E�
HbQ�15 TO EW CAPFPD
X/ , PINE
E -nNr
-7--
W
TO BE
MOVED
"� I q.
EX15TIN
TO BE REMOVED
240 SF
TO
10" LRL
EX15TIN65 \
\_ PJ- 1200
LAUREL TREE
EX15TIN&
TO 13E
FENCE
REMOVED
51TE
DEMO
PLAN
I., = 20'-0"
1 rZ�
0
V-71�
20' '40.
60,
PROJECT INFORMATION
OWNER NAME: SOUTH SHORE RETREAT LLC
SITE ADDRESS: 541 3RD AVE N
EDMONDS WA
PARCEL#: 27032400205400
ZONING: RS-6
BUILDING HEIGHT: 25'-0" MAX
LEGAL DISCRIPTION: SEC 24 TWP 27 RGE
03RTA) BEG W1/4 COR TH E 522.35FT TH N
829.82 FT TH S29* 19 OOW 86.01 FT TH W 34.41 FT
TPB TH S29*1 9 OOW 86.01 FT TH W 120FT TH N
29* 19 OOE 86.01 FT TH E 120FT TO TPB
EXISTING, CONNECTION
TO SANITARY 5EHER/
MAIN TO BE GAPPED'
EI.2
+q ff
EDAR
TO
AIN
117,
1'r
e
OVERHEAD
\1 POHER Ll��
4",
-T6 BE
tO 13E
RE"OVFD EX15TINZPIN
CE I FR TO
4 R.IEM=
17 L*
@ FIL Am Nr-E 2'Mi
HEI TO 2'X2'
EXISTIN6 5ANITARY 5EPeR 146 HIRE Rk
MAIN LOr-ATED_ON ADJACENT PER OF
PARCEL TQ-THE SOUTH A All
LOT AREA:
L'XISTIN& PINE
`TREE5 TO BE
REMOVED /
LY-TION
I CITY
D DE IL
CENTERLINE
OF STREET
e^
wo
--I
m
m
DATUM WOO.O'
M LE COVER
RECEIVED
OCT 0 8 2015
D EVELOPMENT SERVICES
9,001 SF LOT SLOPE 5% - T-1'/O- COUNTER
ELI
DEMO NOTES - PER CITY OF EDMONDS DEMO REQUIREMENTS
1. TEMPORARY EROSION CONTROL MAY BE REQURED PRIOR TO, DURING AND POST DEMO WORK.
2. ALL MATERIALS MUST BE DUMPED AT APPROVED DUMP SITES
3. THE STREET IS TO BE CLEAN OF DEBRIS, VEGETATION, AND GARBAGE AT ALL TIMES
4. THE SIDE SEWER MUST BE CAPPED AT THE PROPERTY LINE (INSPECTION APPROVAL REQ.
5. LOT MUST BE GRADED BACK TO THE ORIGINAL GRADE CONTOURS
6. UNDERGROUND TANKS ARE TO BE PUMPED, CLEANED, CAPPED OR REMOVED (SEPARTE PERMIT
7. SEPTIC TANKS ARE TO BE PUMPED, COLLAPSED AND REMOVED AND/OR FILLED WITH
EARTH, SAND, CONCRETE, CDF, OR HAND SLURRY
8. THE CITY CHALL REQUIRE REPAIR, OR RESTITUTION OF, ANY PUBLIC PROPERTY DAMAGED
DURING THE WORK.
&l-p±Ej
APPROVED BYENGINEERING
4���- -�--
Date: hs'
REcE.uvFi,,
OCT 0 8 2015
')L'VELOPMEN-r SEFMCES
COUNTER
SECTION 19, T.27N., R.4E., W.M.
FILTER FABRIC
SECURED TO 2' X ?'
14 GA. WIRE FABRIC
EQUAL
2' X 2' WOOD OR 0
EQUIVALENT I
11 ^04
8"- 12"
PLACE 3/4'-1,5' WASHED GRAVEL IN
THE TRENCH AND ON BOTH SIDES OF
FILTER FABRIC FENCE ON THE SURFACE.
0,
2
CD
I I
04
CON TRACTOR /DEVELOPER SHALL MAINTAIN AND REPLACE
STRAW BALES TO INSURE PROPER EROSION CONTROL.
FILTER FABRIC MATERIAL IN
CONTINUOUS ROLLS. USE STAPLES
OR WIRE RINGS TO ATTACH
FABRIC TO WIRE.
WIRE MESH SUPPORT FENF�
TO SUPPORT FILTER FABFTQ.
-BURY BOTTOM OF FILTER
MATERIAL 8" TO 12"
6' MAX.
2" X 2" WOOD POSTS OR
EQUIVALENT
CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
CITY 0 F EDMONDS
REVISIONS STANDARD DETAIL
APPROVED BY DAIE
FILTER FABRIC FENCE FILTRATION SYSTEMS
18-90-19913 DATE 7/24/01 SCALE NTS DWG No' E1.1
5' MIN, RADIUS
QUARRY SPALLS
2-4' MIN DIA
8'-12' MIN, DEPTH
*THIS SITE DOES NOT CONTAIN 0
SUFFICIENT AREA TO PROVIDE FULL
WIDTH ENTRANCE. ±12' WILL BE
PROVIDED FROM EDGE OF EXISTING
ROADWAY. PROVIDE FULL WIDTH OF INGRESS/
EGRESS AREA
CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE
DURING THE CONSTRUCTION PERIOD.
CITY INSPECTION REQUIRED ON ALL EROSION CONTROL
MEASURES BEFORE WORK CAN BEGIN.
C ITY OF EDMONDS
REVISIONiA, 1 STANDARD DETAIL
APPROVED BY F I
D. GEBERT 'n /6/03 1 STABILIZED CONSTRUCTION ENTRANCE
DATE
EX. CB
TOP=396.71
INV=394.84(E)
MAIL BOXES-
(x4)
I
r4v
EIIA MH
R =398.83
III =,387.95
ITBM#1
EL6398.70
ASPHALT�
SIDEWALK
00
W.
W. CB
EX. CB
0 P-396
X
-3.4
U)
INLET PROTECTION (TYP.)
PER DETAIL THIS SHEET
. . .. ...
(A
CA
CATV 119>1
.� ....... ...... ....
"I'll . . . . . . . . . . . . . . . . . .
PP.
_x.
x x X_ _x
1
Ld
(L
CLEARING LIMITS (TYP.)
FILTER FENCE (TYP.) -
PER DETAIL THIS SHEET
PROPERTY LINE --n
ND
OF FENCE
POWER POLE TO�
E-66.8'
BE PROTECTED
APPROX. SIDE
SEWER LOCATION
FENCE TO
BE P
RETAINED
(TY
7X TREES TO
BE PROTECTED
wm
STOCKPILE NTH
EXISTING GARAGE
CLEAR PLASTIC
TO BE REMOVED
COVER
EXISTING DRIVEWAY
TO BE USED AS
5/8- IP
CONSTRUCTION
ENTRANCE
\1
APPR'�ECSIDE
SEWER CAMON
SEE NOTE 1�
24.2'
ons.-.111
EX.
4
C14
GARAGE
C14
M
24.2'
7
END OF FENCE
E-38.6'
�X_x X_.,��x
r
6' NOOD..
EX. CB 4' CHAINLINK--/j AMENDED SOIL REQ'D FOR-/
TOP-398. EX. 1/2" RE I BAR PROPOSED LANDSCAPING
INV-396.6 KW) NO'D: "LS 11033"
INV=396.3 (N)
CITY INSPECTION REQUIRED ON ALL EROSION CONTROL
MEASURES BEFORE WORK CAN BEGIN.
REVISIONS STANDARD DETAIL
APPROVED BY I DA7E I
- D. GEBERT 10/06/03 TEMPORARY SEDIMENT TRAP FOR CATCH BASINS
D. GESERT 05/19/05 1
1890 D. GEBERT E 05/05/06 j DATE 7/24/01 SCALE NTS DWG NO' E1.3
'1990 R. ENGLISH 1 11/01/13 1 1
G
CONTRACTOR SHALL TAKE SPECIAL
PRECAUTIONS TO MAINTAIN
PROPERTYCORNER STAKES
&6�0 WO ON LINE-,,
-
f.9" S-0.7'
E-1 64.5'
W
cwn
M
zi
z R 00 TO
:;� V)
3:
0
z ir
8.6' EX.
SHED
SP RU
D
14 SPRUCE
xfzl 11 DEC
10
L//E-134.5' 0\
N
SCALE : 1"=20'
I OEM EM 6-m-mi
0' 5' 10' 20' 30' 40'
EXISTING APSHALT PAVEMENT
PLAN NOTES:
1. EXISTING ASPAHLT DRIVEWAY TO BE USED FOR ACCESS DURING
CONSTRUCTION. PENDING WEATHER CONDITIONS, A ROCK CONSTRUCTION
ACCESS MAY BE REQUIRED PER DETAIL THIS SHEET. EXISTING DRIVEWAY
AND EXTRUDED CURB WILL BE REMOVED AFTER PROPOSED DRIVEWAY HAS
BEEN CONSTRUCTED.
2. SEPARATE DEMOLITION PERMITS ARE REQUIRED FOR THE DEMOLITION OF
STRUCTURES.
3. ALL AREAS SEPARATED FROM CONSTRUCTION ACTIVITY SHALL REMAIN
UNDISTURBED BY THE PROPOSED CONSTRUCTION.
4. GRADING BEYOND -PROPERTY LINES ONTO ADJACENT PROPERTIES IS
PROHIBITED EXCEPT WHERE PERMITTED BY EASEMENT. EXISTING GROUND
SURFACE AT PROPERTY LINES WILL BE MAINTAINED.
5. EXISTING WATER AND SEWER LINES TO BE REUSED. SEE WATER AND SEWER
PLAN FOR DETAILS.
6. PROVIDE INLET PROTECTION TO THE TWO EXISTING DOWNSTREAM CATCH
BASINS LOCATED JUST NORTH OF THE PROPERTY.
7. PROTECT EXISTING POWER POLE ADJACENT TO THE NORTHWEST CORNER OF
THE LOT.
8. INLETS OF THE PERMANENT DRAINAGE SYSTEM SHALL BE PROTECTED FROM
SEDIMENT INFLUX BY USE OF FILTER FABRIC, MICROPORE BAGS, OR SIMILAR
FILTERING MATERIALS AND METHODS. SEE SHEET C3 FOR PERMANENT
DRAINAGE FACILITY LOCATIONS.
9. ALL TREES TO BE RETAINED SHALL BE PROTECTED IN ACCORDANCE WITH
THE TREE PROTECTION MEASURES OF ECDC 18.45.050.H.
BMP LEGEND
SYMBOL ITEM
X_ FILTER FENCE
STOCKPILE WITH CLEAR
PLASTIC COVER
LAND DISTURBING
ACTIVITY LIMITS
STORM DRAIN INLET
PROTECTION
- X1
INDICATES TREE TO BE
REMOVED
THE CONSTRUCTION SWEEP 12 ELEMENTS
THE 12 ELEMENTS THAT ARE PART OF A CONSTRUCTION SWPPP ARE AS FOLLOWS:
1. MARK CLEARING LIMITS: PRIOR TO CLEARING OR DISTURBING THE LIMITS MUST BE MARKED. THIS
ELEMENT IS PART OF MOST NORMAL CONSTRUCTION PLANS AS ONE OF THE FIRST STEPS.
2. ESTABLISH CONSTRUCTION ACCESS: ALL EROSION CONTROL PLANS SHALL INSTALL A STABILIZED
CONSTRUCTION ENTRANCE (OR OTHER- METHOD OF PREVENTING SEDIMENT TRANSPORT ONTO THE
ROADS). IF A STANDARD GRAVEL CONSTRUCTION ENTRANCE IS PROPOSED, USE GEO-TEXTILE
FABRIC UNDER THE ROCK. NOTE: A WHEEL WASH IS REQUIREDFOR PLANS THAT PROPOSE
WINTER GRADING.
3. DETAIN FLOWS: BASED ON A DOWNSTREAM ANALYSIS IT MAY BE NECESSARY TO DETAIN RUNOFF
FROM A SITE UNDER CONSTRUCTION. IT MAY BE NECESSARY TO CONSTRUt'T AMn HCr A
DETENTION POND TO CONTROL FLOWS DURING CONSTRUCTION.
4. INSTALL SEDIMENT CONTROLS: IF THERE IS RUNOFF FROM THE CONSTRUCTION SITE, SEDIMENT
SHALL BE REMOVED FROM THE WATER. NOTE THAT THE WATER QUALITY STANDARDS MUST BE
MET.
5. STABILIZE SOILS: ALL EXPOSED AND NON -WORKED SOIL SHALL BE STABILIZED BY USE OF BMP�S.
NOTE THERE ARE TIME PERIODS OF ALLOWED EXPOSURE THAT DEPEND ON THE SEASON.
GROUNDCOVER BOTH TEMPORARY AND PERMANENT NEED TO BE PART OF THE CONSTRUCTION
PLANS.
6. PROTECT SLOPES: CUT AND FILL SLOPES NEED TO BE PROTECTED FROM EROSIVE FLOWS AND
CONCENTRATED FLOWS UNTIL PERMANENT COVER AND DRAINAGE CONVEYANCE SYSTEMS ARE I
PLACE.
7. PROTECT DRAIN INLETS: ALL STORM DRAIN INLETS REQUIRE PROTECTION FROM SEDIMENT AND
SILT LADEN WATER.
8. STABILIZE CHANNELS AND OUTLETS: TEMPORARY AND PERMANENT CONVEYANCE SYSTEMS SHALL
BE STABILIZED TO PREVENT EROSION DURING AND AFTER CONSTRUCTION. CULVERT OUTLETS
REQUIRE PROTECTION.
9. CONTROL POLLUTANTS: THE PLAN SHALL SHOW HOW ALL POLLUTANTS, INCLUDING WASTE
MATERIALS AND DEMOLITION DEBRIS, WILL BE HANDLED. THIS INCLUDES MAINTENANCE OF
CONSTRUCTION EQUIPMENT, FERTILIZERS, APPLICATION OF CHEMICALS, AND WATER TREATMENT
SYSTEMS.
10. CONTROL DE -WATERING: THE WATER FROM DE -WATERING SYSTEMS FOR TRENCHES, VAULTS AN)
FOUNDATIONS SHALL BE DISCHARGED INTO A CONTROLLED SYSTEM.
11. MAINTAIN BMPS: THE PLAN SHALL PROVIDE FOR INSPECTION AND MAINTENANCE OF THE PLANNED
AND INSTALLED CONSTRUCTION BMPS AS WELL AS THEIR REMOVAL AT THE END OF THE PROJECT
12. MANAGE THE PROJECT- THE PLAN SHALL OUTLINE HOW THE SITE SHALL BE MANAGED FOR
EIROSION CONTROL AND IDENTIFY THE MANAGEMENT TEAM, INCLUDING A CERTIFIED EROSION
CONTROL SPECIALIST. IT NEEDS TO COVER PHASING, TRAINING PRE-CONSTRUC11ON CONFERENC : E,
z
COORDINATION NTH UTILITIES AND CONTRACTORS, MONITORINd AND REPORTING. IT SHALL
PROVIDE FOR NOTICE OF PROBLEMS, REVISIONS DURING CONSTRUCTION AND CONTINGENCY
PLANNING. ONE OF THE MOST IMPORTANT ELEMENTS IN THE MANAGEMENT OF THE PROJECT IS
PLANNING FOR CONTINGENCIES BASED ON THE RISK OF EXPOSURE DURING PHASES OF THE
�DEVELOPMENT. IT IS ESSENTIAL THAT PLANNING IS ONGOING THROUGHOUT THE LIFE OF THE
;'PROJECT. - THE PROJECT CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) NAME AND
TELEPHONE NUMBER ARE ROBERT EDWARDS, (206) 226-5777.
n
EROSION- AND SEDIMENT GONTROL CL
REST MANAGEMENT PRACTICES (13ME'S)
U)
1. GRADING AND CONSTRUCTION SHALL BE 11MED AND CONDUCTED IN STAGES TO MINIMIZE SOIL
EXPOSURE.
2. THE CONTRACTOR SHALL MINIMIZE OR PREVENT THE TRANSPORT OF SEDIMENT ONTO PAVED
SURFACE DURING CONSTRUCTION. IF SEDIMENT IS TRANSPORTED ONTO A PAVED SURFACE IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN IT AT THE END OF EACH DAY. <
3. SUFFICIENT TESC BMP MATERIALS AND SUPPLIES TO PROTECT THE ENTIRE SITE SHALL BE In
STOCKPILED ON -SITE PRIOR TO ANY SITE ACTIVITY.
4. THE CONTRACTOR SHALL MAINTAIN AND REPAIR AS NECESSARY ALL TEMPORARY AND PERMANENT z
EROSION AND SEDIMENT CONTROL BMP'S TO ASSURE THEIR CONTINUED PERFORMANCE. 0
5. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE CONDUCTED
IMMEDIATELY UPON RECOGNITION OF A PROBLEM OR WHEN THE TESC MEASURES BECOME
DAMAGED.
L.Li
6. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL TEMPORARY DRAINAGE FACILITIES AND
STRUCTURES UPON REACHING A DEPTH OF 6 INCHES. >
TH THE ry rY
7. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS. WHEN ACTIVELY WORKING 0
SOIL STOCKPILE, STABILIZATION SHALL OCCUR AT THE END OF EACH WORK DAY.
I a- 0
8. SILTATION BARRIERS AND ALL OTHER TESC MEASURES SHALL BE INSPECTED IMMEDIATELY AFTER I
EACH RAINFALL EVENT GREATER THAN 0.1" RAINFALL, AND AT LEAST DAILY DURING PROLONGED
RAINFALL EVENTS.
9. INLETS OF THE PERMANENT DRAINAGE SYSTEM SHALL BE PROTECTED FROM SEDIMENT INFLUX BY i 0
USE OF FILTER FABRIC, MICROPORE BAGS, OR SIMILAR FILTERING MATERIALS AND METHODS.
10. DURING A STORM EVENT, NO CONSTRUCTION ACTIVITY SHALL OCCUR ON SITE EXCEPT FOR WORK
ON EROSION CONTROL FACILITIES.
0
CL
UIRTHMORKMAND11ES
STROET FILE
DISTURBED AREA: 0.332 ACRES Lij
<
EXCAVATION: 200± C.Y.
FILL: 200± C.Y. Q)
THE QUANTITIES OF EXCAVATION RECEIVED
AND FILL ARE APPROXIMATE ONLY :2
AND SHALL NOT BE USED FOR JUL 3 0 2015 ry
COIJTRACTUAL PURPOSES.
0
DEVELOPMENT SERViCES CTR
G1,TY OF EDMONDS
CITY SUBDIVISION FILE
LEM M M
Lovell- Sauerland
& Associates, Inc.
Engineers/Surveyors/Planners
Development Consultants
19217 36th Avenue W.
Suite 106
Lynnwood, WA 98036
phone: (425)775-1591
e-mail: info@lsaengineering.com
web: Isaengineering.com
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MT,ND,0R,WA) -
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: tol lq�15
BY: CY71LI&J
CITY INIG�NEERING '01VISION
Vzl/15
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SCALE
AS SHOWN
DRAWN CHECKED
KEM JWY SHEET
DATE F.B.
06-30-15 C2
PFN
LSA FILE NO.
5477 A