23117 102ND PL W.PDFiiiiiiiiii
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23117 102ND PL W
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TH Wr F 5AID LOT 15 THAT BEARS SWTH
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ROOF
NOTICE:
No warranty of accuracy.
The information shown on the attached map(s)
was compiled for use by the City of Edmonds,
its Employees and Consultants. The City of
Edmonds does not warrant the accuracy of
anything set forth on these map(s). Any person
or entity requesting a copy should conduct an
independent inquiry regarding the information
shown on the map(s), including, but not limited
to, the location of any sewer stub shown. Such
sewer stubs may or may not exist and may or
may not exist at the location shown. Neither
the City of Edmonds nor its employees or
officers shall be liable for the information given
on map(s), nor for any one representation
provided based upon said map(s).
CITY OF EDMONDS
USE
ZONE
ks -,e
RMIT
NUMBER
CONSTRUCTION PERMIT APPLICATION
. OWNER NAMEINAME OF BUSINESS
o.
A00HtSS
14
S TE/APT #
7 110a AL L:)
LEGAL DESCRIPTION CHECK
SUBDIVISION 110, LID
,
NO,
Z
MAILING ADDRESS
S__
14- 1-55
51
PUBLIC RIGHT OF WAY PER
OFFICIAL STREET MAP.
TESCP Approved 0
ZIP
50-7 -4 qfvy
T LEPHONE NUMBER
EXISTING —REQUIRED DED16ATION
RW Permit Required C3
Street Use Permit Req'd C3
7 F
PROPO SEO
Inspection Required D
NAME
Sidewalk Required " 0.
LINE#ZE
NO. OF FIXTUREST
PRV REQUIRED.
uj
ADDRESS
/S
;0`9" Alt&
REMARKS
IL
CITY ZIP
TELEPHONE NUMBER
711el-;�Itillfr-
W
WrTuzr
NAME,
ADDRESS
ENGINEERING MEMO DATED
BY
9
"ZITY ZIP
TELEPHONE NUMBER
Z
8
J,
5e*77 4 If 3 15
W _f ge
FIRE MEMO DATED
REVIEWED Ely
W
STATE LICENSE NUMBER EXPIRATIO)DATE
G
tu
I
it F --1, 0
SIGN AREA
W PROPOSED
Pit
SEPA REVIEW
COMPLETE
Legal Description of Property include all easements
L
4A
JEX��T
SHOWR7NE#
EXP
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VARIANCE OR CU
LA I R By
SETBACKS — FEET
LOT COERAP
FRONT aO S,DE7&
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Pro erty
'TaNcco Unit
REMARKS
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L04 PLUMBING
EIADDIT'ION
11
R1
COMMERCIAL
MECHANICAL
APT.BLOG.
REMODEL
SIGN
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CHECKED BY
PE OF CONSTRUCTION
ITa
CODE
OCCUPANT
GFID_
REPAIR CYDS. 1 x _FT)
-
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D L WOODSTOVE . SWIM POOL
EMO'ISH 1:1 INSERT HOT TUB/SPA
SPECIAL INSPECTOR
AREA�
/k
OCCUPANT
r%—A G . ARAGE — RETAINING WALL/
1-1 RENEWAL
REQUIRED
SW;"i
LOAD
4MCARPORT ROCKERY
PROGRESS.'
IONS'AR
3
(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
JPJ�,PE.9T..
NU�BER NUMBER OF CRITICAL
M&A& r cx_
M# 44�43
LU
0
6
0
STOR'IS
DWEEL LING
AREAS
0—
U N S
NUMBER
DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
Fla L IXSP 9
"Dw
VALUATION
FEE
PLAN CHECK FEE
BUILDING
HEAT SOUA
AZING
%
PLUMBING
'Plan Check No.
(94-
MECHANICAL
74
This Permit covers work to be done on private property ONLY.
GRADING/FILL
Any construction on the public domain (curbs, sidewolks,
driveways, marquees, etc.) will require separate permission.
STATESURCHARGE
0
Permit, Application: 180 Days
I
Permit Limit: I Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
!'Applicant, on behalf of his or her spouse, heirs, assigns and
ENO. INSPECTION FEE
successors in interest, agrees to indemnity, defend and hold
harmless the City of Edmonds, Washington, its officials,
_j
x
employees, and agents from any and all claims for damages of
<
whatever nature, arising directly or indirectly from the issuance
x
of this.permit. Issuance of this permit shall not be deemed to.
PLAN CHECK DEPOSIT
Nyq
_j
modify, waive or reduce any requirement of any city ordinancR
0
nor limit In any way the City's ability to enforce any ordinanc
$
T6T,4LAMOUNT DUE
provision."
"50
I hereby acknowledge that I have read thIs application; that the
Information given is correct; and that I am the owner, or the duly
A17ENTION
APPLICATION APPROVAL
authorized agent of the owner. I agree to comply with city and
THIS PERM T
state laws regulating construction; and In doing the work authoriz-
AUTHORIZEs,
This application is not a permit until
ed thereby, no person will be employed In violation of the Labor
ONLY THIF'
signed by the Building Official or his/hbr
Code of the State of Washington relatIng to Workmen's Compensa-
WORK NOTED
Deputy; and fees are paid, and receipt Is
tion Insuroce and RCW 18.27.
INSPECTION
acknowledged in space provided.
SIGN�X:ybWNE DATE S, NED
DEPARTMENT
TY OF
OFXAL�* SIG TURE DATE
-
MONDS
F
I JFV J [AMR%
. /_ 5
TEN060N
LL FOR
DATE
INSPECTION
Z
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
-UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A
771-0
ORIGINAL File 'YELLOW Inspector
CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED, USC
— —
CHAPTER 3.
PINK — Owner GOLD — Assessor.
10247
0
...........
WIP
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. . . . . . . . .
R.
. . . . . . . . . . . . . . .
Use PC
aments
imental
Plan
Quit- Claim/Street Dedications
Easements,-, Public/Private
Engineering -Storm Drain Review Fee
Engineering'2ZInspection Fee
Drainage.,PlanlOn-Site)
Setback'-, Topolf Bank, Stream, Water Courses
Setback- Storm. -Drain tJne;.
Open Ditch -
Culvert Required
Culvert -Size'.
Shoulder Drainage/Shale Opeff Runoff
Driveway:S16pe & Vehicle Acgess
52de*alk-Requlred 14,ar — 47A -
Curb*a...GtMer:�Requfred,,..�lf,...
CurWGut.,FbtDrIVOWaV.,'Rdquired,,-'-
S $Wee
treet, IfOM fredt"i
Permit Rea
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4
MM
MM
MM
MM
MM
�ft M M
W-rM M M
Street-Hame Skyh'Adkitfirdd
Other-,SlanlngRiociulrdd"01.—I;'C-*-.'.:;t, -
Bond Adquiredfor-ftblIc Improvements
FEMA-Map�,Check/WdftuTable
Side SewetAVallability. I,:.
'CalculateZewer.Connection
Fee.IfAo UD,#01/AJ5
Create. Street File,
Existing-Watei.-MalfrShte
Water Meter.-Slzb,, fI.-t:.
Service.Une-.Size
Water Meter Chiig�e'Required
Hydrant Required.
Hydrant Size Existina
Fire Una Charge Required -.—Sprii-Me-F.
Street Cut -
A\t I -�'QLJ: I I IM
Miscellaneous
136vilewed By:
RIANNING,:�.z,';_ ZINIGINEERING U BIUOW DRH
j
PERMIT APPLICATION REQUIREMENTS
To: Applicant
From: Lyle Chrisman, Engineering Inspector
Owner Plan Check No:
Address:—% W"^ Date:___
After review of the subject permit application, the following requirements must be met:
I Construction hours are:
WEEKDAYS — 7:00 A.M.40:00 P.M.WEEKENDS/HOLIDAYS — 10:00 A.M.-6:00 P.M.
2. A separate RIGHT-OF-WAY CONSTRUCTION PERMIT is required for all work on p ublic property. (ECDC 18.60)
3. Truck haul route plan must be submitted and approved prior to permit issuance.
4. Builder/owner is responsible for containing all temporary runoff and erosion control on site.
(ECDC 18.30.030d)
5. NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE
FACILITY. BUILDER/OWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC
18.30.50G)
6. FILTER FABRIC FENCE SHA�L BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION.
(ECDC 18.30)
7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGHTLINES AND CATCH BASIN
INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 18.30).
8.. Repair or replace all defective existing curb, gutter and sidewalk adjacent to the property. If an intersection is involved, a handicap ramp
may be required. Contractor shall meet with the City Engineering staff to determine the extent of repair prior to issuance of the permit.
(ECDC 18.90)
9. Driveway slope shall not exceed 14% without a waiver. Every attempt should be made to keep the slope below 14%. Waiver granted to
%. (ECDC 18.80.060D)
10. Driveways must be paved from property line to City RIGHT-OF-WAY. Aseparate permit is required. (ECDCI&80.060C)
11. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 18.30)
12. No burning of construction refuse without a permit fi-om the Fire Department.
13. Connection to City water system is required. There is a separate charge for the water meter.
(ECDC 7.20)
.14. A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20)
15. Water and sewer main lines'should be separated by 10 feet minimurn. (ECDC 1&10)
16. Connection to the City sanitary system is required. A separate permit is required.
LID# 0J1A5JP Fees paid: Yes— No Charge�_ (ECDC 18.10),'
17. Underground wiring is required on all new construction, and for additions, alterations, and repairs that exceed 50% of the total assessed
value of the structure. (ECDC 18.90)
I S. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCUPANCY
OF THE BUILDING OR STRUCTURE. (ECDC 18.90)
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CA FILE NO.
Critical Areas Checklist
Site Information (soil�/topography/hydrplogylvegetation)
- RECEIVED
1. Site Address/Location: 7 — Alp - PZ 6(/
2- Property Tax Account Number: A A0 2 002 0/2 07 JUL 12 1994
3. Approximate Site Size (acres or square feet): 5�/ �969' 25,
aL PERMIT COUNTER
4. Is this site currently developed? —Y—yes; _ no.
If yes; how is site developed? Cc
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: �lopes on site generally less than 15% (a vertical rise of 10-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: Ah) Approx. Depth:
7. Site contains areas of seasonal standing water: A/10 Approx. Depth:
What season(s) of the year?
8. Site is in the floodway AZ — floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? Flows are seasonal? (What time of year?
10. Site is primarily: forested meadow _; shrubs mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site: AZ(-
RCV01104(94
CA FILE NO. q4'1
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/Location: 2 * P. PZ RECEIVED
-?// 7 — It 9 g "" ZI/
2. Property Tax Account Number: k'/,0:z (9eq 2 0 J U L 12 1994
3. Approximate Site Size (acres or square feet): 5-1 e9e9c,2 25, PERMIT COUNTER
4. Is this site currently developed? —)�_yes; _ no'
If yes; how is site developed?— Cc
5. Describe the general site topography. Check all that apply.
Flat less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15 % (a vertical rise of 10-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 areas of seasonal standing water. A/10 Approx. Depth:
What season(s) of the year?
8. Site is in the floodway AZ floodplain of a water course.
9. Site contains a creek or an area where waterflows across the grounds surface? Flows are year-
round? �Az Flows are seasonal? _ (What time of year?
10. Site is primafdy: forested - meadow shrubs mixed
urban landscaped (lawn,shiiTbsetc)
11. Obvious wedand is present on site: AZ15
RcV0110&94
PLANNING DATA
SITE ADDRESS: ATE:
ZONING:
PROJECT DESCRIPTIO
SETBACKS: 5erraAcx4 Auxxvt3> Wg Wprrtcfto� Zj-- 5)nttlj-sjo�
Reguired Setbacks: I
Front: 11) Left Side: Right Side: '7Yv-- Rear: ;M
Actual Setbacks:
Front: Left Side: Right Side: Rear:
FLOOR AREA:
LOT COVERAGE: 44, S �2
Maximum Allowed: -7.1 ctual:
BUILDING HEIGHT:
Maximum Allowed:-4//j 5-" (215') Actual Height;
SUBDIVISION: �5 - jz4 - 1,55
CRITICAL AREAS #: yeb c5i)
SEPA DETERMINATION:
LOT AREA:—�i-����#,,—
OTHER:
Plan Review By:
FZA e, E 6 /EA' VEL
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EZ, EV = 3 79-,�, 9
-TICA C7-
20' LIMIT
4'
61COUN49
S E & Z9, eFA I ZL_ C U 7- 0,,C F1 L L" ZR:/ V
OH: I V 7_11ASPI-1 C01VIC C-Z- 5
Gy"49,��)
6-,1 Y;!5-z- 721 95
OF-rIM11M 7_M�)CICAZ
E,X'_r,4��VOED e-CINC- C_0,Cj5
ROADWAY SECTI ON
N T-S
`Zz:
A195'49'SY" W 5-10-92617Z)7-A�f-)
/Ay/07-,e- : 6�_EAIE�IN6 LIMIT= 0A1 /V0AE'7W
AIV!!�) S0617-P, 5AST E,5>6,I
IN / L) Z NZ'�) P'�, Y' AS IIVOICA7��,r_)
O/V /1`Z_-9/V T,�9 �5_A S W
CONSMUCTION SEQUENCE:
1�
Arrange and attend' preconstruction meeting
-,;ith City of City of Edmond-9 inspect -or.
V'lag clearing limi.ts.
3.
fiiter fence.
4.
Install constr-uction entrance and filter on
existing catch basin.
5.
I m drain system and utilities.
Install stor
6.
Provide catch basin protection.
7.
Grade site. Lot grading can be done at this
time . If not, all TESC measures as required
by the City's inspector shall rema-in in place
or be replaced at the tixne house construction
is done.
8.
Seed or surface disturbed areas.
9.
Clean out and test storm drain system.
10.
Remove silt. fences after site has 'been
stabilized and the City's inspector has
approved the removal.
YIDM()NDS ,kN]) THE STANDARD F(_)R
MI'NICIPAI, ('()NSTRU'(' 1'1(.,)N. 1981.
1;(' kI,LR( `DPAINSTOI I'I()" ITTSYSTI.Al.
ALLAIINU.M. SIT.11T
D]- FFNTI()N P.IPF SI JAI I � I IAVI" ASPI IAJ I I , Id.
STORM DRAIN PHIL 12" A.,11) SMALLFR S;IA1.1- III.", N(.)N-
kY1NF()R('V.D PFR ASTM C-76.
S DR
.�N IT.M� Y S I Wil, R I)i IIF. R ()()I'. DRAIN '-UNS UNDFR
PAVI'D St ikl-ACTS SHAIT BF PVC PFIR A'S'I'M 3034. SDR 35. I:()(YJNG
7.
DR. N`-I(A* I' IDE ()FPAV11'1D ARI: AS MAY BI" SING1,1' WAI J ADS,
;1
0. �ALI. DIVISION' (771-32()2) I'll')R PRI�JIACKFILL ALND
FflN.-M. INSPF.'CTIONS.
7 01TRATION AND IN IA I NTI ` NA N (A OF
RFSPONSIBILITY F()R
DRAINAGF. SYSTI-Als ON PRIVA FF' IIR()III:R'FY is "I'll]"
KFSPIC)NSIBILITY ()F Till' PIMPI-IR FY (AVNI"R. NIATFIRIAL
MAJ TMIJI-ATI-11B INTI 11-1' S , I
Rl"'XI(AT"D FROM (",YlV1I 13ASINS T(') AI.IJAV PROPII.I ()I)F'.R'ATI(_)N.
TI 11�', (A ()IdFICI- \fUS'I'11)-. S.
8. 1.()(.'.,VFI(.)N OF EXI',)*FIN(i U1111-1711--IS IS APPR()XIMATE AND ALL,
1TIJITI'll-IS �%,I.AY NOT HL SHOWN. 0)VIRACT"R SI-liki'l, VERIFY
AND 11"I.F.VATIONS AS RF(A"IRIT). C.-MI. 1-800-424-5555
FOR I)RI0R'V()A
('()N'IRA(`Y()R I RFSP()�, 1: P)R FIROSION AND
A'I' '11MI,"S 11;N'YH_, PR0.J1;C`1'
SILT I)(..)F
S N 1 1. F] 'I (TF-SITI' STOR.."I
DPAI\" SYSTF , NIS A,\,T) MXITRIAI. IS (),F CITY
S JOWN '1111-'SL PLANS A GUIDI".
I
TIII:. (TI'Y"S INSPI,'(`1'()R MAYRI:Qt 111d,' A])] )ITI()NAL 1\111, ASUkl_:S.
10. CAP .-,�Nl) MARK S11"RYI(TIS W.., W-1-11TY, 2"\4" `�) W, TY11f; OF SI-'RVICI,1'
PAINTFI) IN BLA('K
Lill
i tIlY
SI "M !fn -1,-
�4
,rip
Ar I ;W
44
J
1`1 ST
j:,
PA)
7
j
0
I,we'r .1k
aw
51
T
Pt
_v_
ry
P, T
L2 IN[ SI
PK j)
A
wo-qM*
SITE E-B 0 Is
:A,
At.-Y,
;41. 1
q'D A L_ .
1 CIV.Jlf 11 F)
L E a L �) E �:-_> C K F-F 10 N
A F L."',
7HE 50-.'-r,H 90 FEET OF THE \,NEI�5T �00 FEET OF LOT i-�5 AND
TH E N-C ZTH 10 FE ET 0 Fjl� E \N E ST 100 FEET 0 F �_CT 14 A\ N D TH E
,\�QRTH 7), FEET OF LOT 15 AND THE SOUTH 9C) FEET OF
_E PA W-K L,, I N1 0 - 2-
"OT J(o AiI_-L �N
_TD TH LA-1- TH EZEOF W_E02)P_L)E I v\1
CC,0 [<L L
3 OF P-ATS/ 40 ��ND 4-1 WECOZD5 OF 5NOHOM (5H
RECEIVED
NOV 18 1994
PERMIT COUNTER
8 D 8
";1*1 LDEVELOPMENI_ SI-RVICES
. )10 2081'11 ST Sl-.
F1 ESER SHORT PLAT
DATE:
DL-.s DC D
SCALF__: V=30'
DW1,4: TDS
DRAINAGE PLAN
JERIRY FIESER
1 of 2
323 N. 18Bth ST, Sea.,WA 98155
Qy .
1/69,EXS7- WA72r/e 0
smamm S�51CV106_
ro/t, R141ecCZ_ A.
ON (54 S 7- 901-7-
451, Ev = 3 79. zo 9
ROOF D
PIPA _,L _TOOTIN G DRAINS tJNDER
TAVED StJRFAdE&Sll&BE'P,�&PBi" �`Tn' 3034, SDR 351 FOOTJNG�
DRAINS:.OTJTSIDE'6F'�PAVED AREAS kkY:*8INGLE*WALtlAD$l#
i'
6.,
CAIL ENGMERING �bMSION! A
V1 S4 1FOR PRJEBACKFILL:�AND
FINAL INSPEC11ONS.
7.
RESPON �OPERATIO# E
MAINnNANC OF,,
DRAINAGE sysTE
PROPERTY
�Fqil ON PRP i_js im
0
.-.RESPONSIBILITY OF!, '�,!�vtHE PROPEA, ::MATERIAL
ACCUMULATED IN Tll�,ST PIP T
ORA 0
U � BE FLUSEMD UT
CATI
REMOYED -FROM i�f-.bM]14S To ALLbW PROPER OPERA TION.
�'6*��`40ST,B
:QumErcoNtRot PT OPEN.' .;ALLTRAES
AT.'
8,,
:,:LOCAn0N:. OF_IEMSTING,�, �-"AND 'ALL,
UTff p , ;
ROXVvfAA
u ':�CONTRAC OR.` SHAI RIFY.-
CALL
TOCN 01,
F ORA) llxck*vAlftbN.l'��l'l,
A' C T2, 6, R, SPON
c "RE EBLE,:: FOR: "'EROSIM �AND
SED] OJECT��
OL AT
c 0 TIOM`,�'ENS-bkt�-,'
DRAIN,,tS Tlllg$,� ANQ'� MATERIAL -.:4S" NOT CKIID�lbiltb.�lld=
SmEr&�_�TEX.�&ASURES, S140W.N,'ON-,Tfi]ESE�PLANS�-,�W�A Q!:jjl?l34
lNSP 4 'OQbME, AD
'n �Etlll V'S: =Ok,- �Y- DMONALMEASMS
I
A.'
Ca A, 0 'D 4A cX,
P v 'm INV 'S-,'W/ TITE"Ori ERVICE
S
PAMED,114-13 LACICLETTEkS'
eel#
18 f7t,
71) "rmis JLlci2mi.Aemmr^Jrs, 4. Specs. A S Ss-r
Fopurm BY 6v-/MP)C-,VllZW
(A/ 5,
9"
SITE'DEVELOPM �t S�k
El
QT
REET -01:11U.-
Sl 6
goal,
ao: - 94w, Z, 6 P4 aN *r
4n
:F[.,ESERt',;' H R"
im-60
bATE- -
?
irit 7 rq,
CONOT HUI
SCALE: 30',
14 cl-
_41-
DRAINAGE PLA N'
CrTy ENGME
JE-f�'RY-,FIESER
323'N.'18Bth
ST, Sea.,WA 98155
ID
PLAN VIE \�.,v
V = 21
ROUND SOLID COVED
MARKED 'DRAIN' W/
LOCKING BOLTS.
ELEV.= 3B1.1
A LIFTING ROD
d
OVERFLOW SHEAR GATE
3 7 8-5�!:>
MPE SUPPDj,-\DT`
3" X 090 GAGE
BOLTED 2" .-IJINI-1-11
A
WALL,
�'2 0 L) T
375,49--//
RESTRICTOR
PLATE W/
2" ORIFICE
CU
GALVANIZED
STEEL STEPS
4' IS
FLOW'. RESTRICTUR C B-
N
ZD
io
Filter Fabric Material 60- wide rolls.
Use staples or wire rings to attatch
fabric to wire 2" by 2" by 14 Ga. Wire
/— Fabric or equiv.
Y
X X
J i
Bury7 7//1tt111-1r1//1711� filter malvrial
in 8' by 12" 'trench
j - - - - - - - - - - - - - - - - - - - - - -
6' Max.
Filter Fabdc
U 2' Ify 4" wood posts, standard or better or U1 Material
ec,ual alternate: Steel fence posts
2" by 2' by 14 Ga. Wire
Fabric or equiv.
Provide 31 - 1.5-
washed gravel backfill
in trench and on both sides
of filter fence fabric on
the surface
2' by 4- wood p*st
Alt,: Steel fence posts
$1 LT FENCE
NTS
9
8" Min.
C)
10
12"MIN.
4"-8" QUARRY SPALS
PROVIDE FULL WID:THCF IN:GRESS/ EGRESS SAIRE-A,
GRAVEL CONSTRUCTION ENTRANCE
18 " M i n Gravel (12" Min. depth)
Runoff Water
with Sediment�
U U U
\—Sediment Fi I terE d Wire Mesh with Filter
Water Fabric on top
CB F1 LTER
NTS
.DETENTION SYSTEM PROFILE
8 D 8
SITE DEVELOPMENT SERVICES
310 208TH ST SE
BOTHELL- WA '98012
481--9687
F1 ESER SHORT PLAT
DATE:
DES: D C- D
SCALE! AS NOTED
DWN- VC C,
DETAI LS
L
f20 F2