23121 102ND PL W.PDFiiiiiiiiii
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23121 102ND PL W
PERMIT APPLICATION REQUIREMENTS
To: Applicant
From: Lyle Chrisman, Engineering Inspector
Owner.
Address:
PlanCheckNo: q+S?-S1- .
Datej/10/416�
After review of the subject permit application, the following requirements must be met:
1. 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 'public 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. BUILDERIOWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC
18.30.50G)
6. FILTER FABRIC FENCE SHALL 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 invol . ved, 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 1&80.060D)
10. Driveways must be paved from property line to City RIGHT-OF-WAY. A separate permit is required. (ECDC 18.80.060C)
11. INSPECI ONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 18.30)
12. No burning of construction refuse without a permit from the Fire Department
13. Connection to City water system is required. Them 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 minimum. (ECDC 18.10)
16. Connection to the City sanitary system is required. A separate permit is required.
LID# 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)
18. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO TIE I
I Z5 �?,�Erd—llhflVIPON GRANTING OCCUPANCY
OF THE BUILDING OR STRUCTURE. (ECDC 18.90)
PILCIA 0 0 Noo
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PLANNING DATA
SITE ADDRESS:- 1-"4;� 12 � /0�4V DATE: A �Z
ts> -PIA4 AF-
ZONING: �&n PIRRMITO..
PROJECT DESCRIPTION:
SETBACKS:
Reguired Setbacks:
F t. Side, Right Side:
ron ide: _1��Rear:
Actual Setbacks: ' 'I
Front: 96 Left Side:_j �Right Side: Rear:
!L
FLOOR AREA:
LOT COVERAGE: -7147 / /,� -� Y-
Maximum Allowed:- ctual:
BUILDING HEIGHT:
Maximum Allowed: 14 1-7,!!�j 6ZS') Actual Height:
1<rl—
SUBDIVISION: qq - , ,
CRITICAL AREAS #:
SEPA DETERMINATION:
LOT AREA:
OTHER:
7
CA FILE NO.,
Critical Areas Checklist
Site Information (soils/topography/hydrplogy/vegetation)
L Site AddressALocation: .2 3// 7 —
2. Property Tax Account Number: A'le 002 0
3. Approximate Site Size (acres or square feet): :5-1 6V&) 2!4
,?q-1 q el
RECEIVED
J U L 12 1994
PERMIT COUNTER
4. Is this site currently developed? —)L-yes; — no.
If yes; how is site developed?
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-fect).
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 greate� 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: JVO Approx. Depth:
What season(s) of the year?
8. Site is in the floodway A/ 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. Si ' te is primarily: forested meadow _; shrubs mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wedand is present on site:
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THAT PORTION OF LOTS 1-5,14,15 AND IG, BLOCK 2, WESTGATE PAIZKDIV1510N NO.2' RECORDED IN VOLUME 130FPLATS, PA6E540 AND41, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON, DE5CRiBED, AS FOLLOW5: COMMENCING ATA FOIWTONIT�EWE5T LINE OF5AID LOT 15THAT SEARS SOUTH B*0-5'01-EA.-T AND 10-11 FEET
D%57ANT FROM714E WOZTH ViFSTCORNER OF5AID LOT 15; THENCE SOUTH 89*40*55"FAST PAZALLF-L WITHTHE NOM LINE OF SAID LOTS 14 AND 15 A DISTANCE OF
319 FEET TOTHE TRUE POWTOF SErwwiW(.� THENCE CONTINUING 5OUTH 89'40'55"F-A5T A DiSTANCEOF 19I.S2 FEET; THENCE NOKTH 0*17'23'WEST PAIZALLELWIT14
714E%NEST LMEOF5AID LOTS 13AND 14 A Dt5TANCEOF99.95 FEET TOAPOINT 10 FEET SOUTH OFTHE NOIZTH LINE OF 5AJD LOT 13; THENCE NOM 89'40'48WE5T PARALLEL WITH
THE NOZTH LINE OF5AID L075 13 AND 16 A D15TAWCE OF 275.15 FEET; THENCE SOUTH 0'I9't2"\NE5T A Dis*TAwcEoF 20 FEET,- THENCE 50UTH09'40'4B" E..,5-T A
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CITY OF EDMONDS
USE
PERMIT
NUMBER 9S()C)19
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
JOB I SLI E/APT #
ADDRESS
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NAME,
PROPOSED
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3111
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REMARKS
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(TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
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PLUMBING
Plan'Check No.
MECHANICAL
This Permit covers work to be done on private property ONLY.
GRADING/FILL
Any construction on the public domain (curbs, sidewolks,
. .. .1
driveways, marquees, etc.) will require separate permission,
STATE SURCHARGE
Permit Application: 180 Days
STORM DRAINAGE FEE
Permit Limit: I Year - Provided Work Is Started Within 180 Days
"Applicant, on behalf of his or her spouse, heirs, assigns and
ENG. INSPECTION FEE
successorss,in interest, agrees to indemnify, defend and hold
harmless thk City of Edmonds, Washington, its officials,
2
employees, an&.agents from any and all claims for damages of
<
whatever nature,karising directly or indirectly from the Issuance
this Issuance this be deemed to
PLAN CHECK DEPOSIT
e' A
j
of permit. of permit shall not
modify, waive or reduce any requirement of any city ordinance
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nor limit In an�'Way the City's ability to enforce any ordinance
TOTAL AMOUNT DUE
),/.
8 dr
provision."
4
I hereby acknowledge that I have read this application; that the
Information given is correct; and that I am the owner, or the duly
ATTENTION
APPLICATION APPROVAL
authorized agent of the owner. I agree to comply with city and
THIS PERMIT
state laws regulating constructlon; 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 THE
signed by the Building Official or his/her
L Code of the State of Washington relating to Workmen's Compensa-
' C e
WORK NOTED
Deputy; and fees are paid, and receipt Is
tion InLrance and RCW 18.27.
INSPECTION
acknowledged In space provided.
I T
r1l TURE (OWNER OR AGENT) DATE
DEPARTMENT
CITY OF
OFFICIAL'S SIGNATURE DATE
EDMONP�
TTe
T T —t?N1rT 10 N
OR"*
CALL F "` '
INSPECTI ON
ftLEA DATE
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNT.IL-A..,FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
ORIGIN`4L,,FiIe YELLOW Inspector
771-022U
—
A' CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. USC
./PHAPTER 3.
PINK — Owner GOLD — Assessor
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PEPSAIT COUWER
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PARCEL D OMISH
THAT PORTION OF LOTS 1-5,14,15 AND IG, BLOCK 2, WESTGATE PARKDr4I5ION NO.2, RECORDED IN VOLUME 13OFPLAT5, PA6ES 40 AND41, RECORD5 OF SNOH
COUNTY, WASHINGTON) DE5CIZIBED A5 FZ)LLC)\N5: COMMENC114G ATA ROWTONTHE WEST LINE OF5AID LOT 15 THAT BEAR5 5OUTH e,-0-5'01-EAYr AND 10-11 FEET
Dk5TAWT FRDMTHE NORTH VjE5T COMEROF SAID LOT 15; THENCE SouTH e9*40'55"F-A5T PARALLEL WITHTHE NOM LINE OF SAID LOT5 14 AND 15 A D15TANC9 OF
319 FEET TOTHE TRUE PowTOF 5E6iNWIW6j THENCE COWMUtN6 SOUTH 89*4.0*55' EA5T A DISTANCEOF 191.132 FEET; THENCE NOKTH 0*11'23'WEST PAZALLEL\NITH
'THE\NEST LINEOF5AID LOT5.13AWD A A DiSTANCEOF99% FEET IbA POINT to FEET5OUTH OFTHE NORTH LIWEOF SAID LOT 13; THENCE NORTH 89*40`48"WEST PARALLEL WtTH
THE NOP-TH LINE OF5AI0 L075 13 AND 14, A DISTANCE OF 275.15 FEET; THENCE 50LJTH 0*I9'IZ"\NE5T A Dis-rANCEOF 20 FEET. THENCE SOUTH 09'40'45" E,-,5'T A.
�15TANCEO;715 FEET� THENCE SOUTH G'462VEPOST A DISTANCE OF 80-GO FEET 70THE TZUE POINT OF E56SINNIN6 ; -TOGETHEIZ, WITH AN UWDIVIDED
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14,15 AND Ifo, BLOCK 2, WESTGATE PARKDNISION NO- 2, RecoRDED IN VOLU loveASM AND 10-11 FEET
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CONSTRUCTION 'SEQUENCE:
Arrange and attend Preconstruction meeting
.with city of City of Edmonds inspector.
-F-J'-'d9 clearing limits.
3.
Install filter. fence.
4.'
Install construction entrance and filter on
---.existLng catch basin.
5.f.
InstaLl,istorm drain system and utilities.
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 remain in place
or be replaced at the time house construction
is done.
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.
NOTES:
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY
OF .'EDMONDS AND THE STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION, 19'D 1.
:CONNECT ALL ROOF DRAINS TO DETENTION PIPE SYSTEM.
CMP! SHALL BE 16 GAGE GALVANIZED STEEL ORALUMINUM. STEEL
DETENTION PIRE SHALL HAVE ASPHALT TREATAIEP7, I COATING OR
BETTER.
CONCRETE STORM DRAIN PIPE 12" AND SMALLER SUALL BE NON -
'REINFORCED PER ASTM C-76.
5. SANITARY SEWER PIPE, ROOF DRAINS AND FOOTING DRAINS UNIDER
PAVED SURFACES SHALL BE PVC. PER.ASTM 3034, SDR 35. FOOT[NG
DRAINS OUTSIDE OF PAVED ARE AS MAY BE SINGLE WALL "ADS
6. 1
CALL ENGINE ERING DIVISION (771�.b#4'FOR PREBACKFILL AND
1121TAL, INSPECTIONS.
.7. RESPONSIBILITY FO*,; OPERATION 1% AND MAINTENANCE OF
ON - PRIVATE' !PROPERTY IS THE
RE, SPONSIBILITY OF1
TIM PROPEATY . OWNER. MATERIAL
ACCUMULATED IN TFJ�,.STORAGE PIPEMUST BE FLUSHED OUT AND
'REMOVED FROM CATCH BASINS TO ALL*6wPROPER OPERATION.
MIE OUTLE T CONTROL ORIFICE MUST BE KEPT OPEN AT ALL TIME, S.
:.LOCATION OF EXISTING UTILITIES
IS APPROXIMATE AND ALL
LMLITIES MAY NOT;BE SHOWN. CONTR-ACTOR SHALL VERIFY
...'10CATIONS AND ELEVATIONS AS I�EQUIRED. C . ALL 1-800-424-5555
�:'TOR_UTILITY LOCATIONS PRIOR TO ANY EXCAVATION.
7 CONTRACTOR IS RESPONSIBLE FOR EROSION AND
9. TFIE 7:
l'SED12VIENTATION CONTROL AT ALL `MiE, S UNTIL PROJECT
COMPLETION. ENSURE SILT DOES NOT ENTER OFF -SITE STORM
DR-AIN SYSTEMS AND MATERIAL IS NOT TRACKED'ONTO CITY
STRE ETS. TE SC ME, ASURES SHOWN ON THESE PLANS ARE, A GUIDE.
CITY'S INSPE CTOR MAY REQUIRE ADDITIONAL kffi ASURES.
THE
-_'.,-.CAP -AND MAM SERVICES W/ 2"X4" 'S W/ TYPE OF SERVICE
P-kD4TED IN BLACK LFITER.S.
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TH F NO ZTH 10 FEET 0 F Tl� E W E ST 100 FEET 0 F LOT 14 P\ N D T�-VE
NORTH 10 FEET OF LOT 15 AL� D TH L: SOUTH 130-) FE-ET 0 F
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SITE DEVELOPMENT SERVICES
310 208TH ST SE
BOTHELL- WA 03012
481-0587
RL-:v1sF_o Pr--R clT-y cOM14ENTS_�Eg
F1 F`�FP 1Zk4nPT P1 AT
IL If
W.,
"PR ED D�TE: If- B-94 DEs: DC D
(WNS; i SCALE: V=30' DWN: TDS
Wi
n lo DRAINAGE PLAN
CffV purumccra
OVERFLOW
3 7 8.5-�>
PLAN VIF
11 = 21
ROUND SOLID COVE�--
MARKED "DRAIN" W/
LOCKING BOLTS,
ELEV - 381A
LIFTING ROD
SHEAR GATE
F-
PIPE SUPPD,-']-
3" X .090 GAGE 1Z
BOLTED 2' �T.NTIFII
WALL.
12 " 0 LJ T�
375.49--//
RESTRICTOR
PLATE W/
2" EIRIFICE-----�
GALVANIZED
STEEL STEPS
4'
FLOW RESTRICTUR
-3G" Im
-S-7:�). n,,�5
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P
to I
Filter Fabric Malodal 80'w1cle j�ojls.
Use staf�4es or w�iro rings to allatch
fabric to wire 2'by 2' by 14 Ga. Viriio
/— Fabric or equiv,
ec,ual allernate: Steel fence posts (0
2' bY 2' bY 14 Ga. Wirr,
Fabric or equiv..
C?
Provide 3/4' - 1.5'
washed gravel backfill
in trench and on both sides
of filter fence fabric on
die surface 8" -Min.
2- by 4- wood post
All.: Steel fence posts;
I LT FENCE
NTS
�3-IfD -
to
(f 33
DETENTION SYSTEM PROFILE
12"MIN.
4`8" QUARRY SPALS
PROVIDE FULL WIDTH CF INGRESS/ EGRESS AREA
GRAVEL CONSTRUCTION ENTRANCF
—18" Min. Gravel (12" Min. depth)
Runoff Water--\
with Sediment
\ MIIIIIZ::�Nl
FIq - '3 ji I It
S ed i me n t Fi I tered Wir'e Mesh with Filter
Wa ter Fabric on top
CB F1 LTER
NTS
"T-!s
'7S
D 8
SITE DEVELOPMENT SERVICES
310 208THST SE
130THELL WA 110012
Iz. - I%!>— ID4-
F1 ESER SHORT PLAT
APPROVED FOR DATE: I DES: D C D
CONSTRUCTIM.,'
SCALE: AS NOTF_D
DWN: VC G
DATE..
DETAI LS
F I E S E K
OTTY ENGRAEM
2 or-2