701 6TH AVE S.PDFIIIIIIIIIIIIII
14728
701 6TH AVE S
ADDRESS: /�10
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT,(NEW STkUCTURE.)-.
COVENANTS (RECORDED) FOR:
oj,,�
CRITICAL AREAS:d& - 115q -�Va77 DETERMINATION: E] Conditional Waiver tudy Required Waiver
El
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED: ig
SEWER LID FEE $: LID
SHORT PLAT FILE: LOT:- BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
OTHER:
L\TEMP\DSrs\Fom,s\street File ChecklisLdoc
STATUS: ISSUED BLD20071234
TEMPORARY SIGNACE SHALL BEPROVIDEI) ON SITE PRIOR TO THE START OF CONSTRUCTION WORK
Permanent signage shall placed in a po� - ition that is plainly visible fibmthe street or road fronting the property. Address
numbers shall be Arabic numerals or alphabet letters. Numbers shall be legible fromthe public way, at least 4 inches high with
it 1/2 inch -min. stroke width on a contrasting background'.
• Seperate Permit Required For:
1) SWIMMING POOL.
2) SPA
j) MECHANCIAL EQUIPMENT AND FENCE ASSOCIATED W ITHTHE SWIMMfNGPOOUSPA
4) DECK/PATIO ASSOCIATED WITH THE SWIMMING POOLISPA
5) STATE ELEVATOR PERMIT
• Lot fine stakes must be in place at the time of foundation/setback inspection.
• A 11 new, extended, re -built or relocated electrical utility and/or service shall be placed underground.
• Installation, use and maintenance of equipment and components shall be per manufacturer's specifications, installation
instructions, and applicable state codes. Provide manufacture's installation instructions on site for Building Inspector.
• Approval of this foundatibn design is conditional subject to inspection of existing she soil conditions.
Retaining Walls must be designed and constructed to resist the lateral pressure of the retained material.
Provisions must be made for the control and drainage of surface water around buildings.
• Installer shall provide the manufacturees installation, operating instructions, and a whole house ventilation system operation
description. A label shall be affixed to the whole house tinier control that reads "Whole House Ventilation" (see operating
instructions).
• Maximum Height 25 feet. Measured from average elevation of undisturbed soil at comers of extended building rectangle.
Subject to field check by building department.
• Hose Bibbs (exterior faucets) are required to have a permanently affmd anti -siphon device installed.
• In addition to the required pressure/relief valve, an approved listed expansion tank shall be installed on all hot water tanks. Per
UPC 608.
• Type B or L vent connectors required on fuel -burning appliances passing through unheated spaces. Per IMC 803.2
• Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309
• Pursuant to UPC 605.2 a water service shutoff shall be installed on the water fine as it enters the building.
• Gas pipe test must be observed by City Building lnspe�ctor, affidavits shall not be accepted.
• City approved plastic piping may be used in water service piping provided that where metal water service piping is used for
electrical grounding purposes, replacement piping shall be'6f like materials (UPC 604.8). A state electrical pennit and
inspection is required if electrical grounding is altered, removed, ininoved, or added. Contact State Dept. of Labor &
Industries Electrical Division at 425-290-1309.
• Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Pursuant to UPC 608 a pressure regulator valve (PRV) shall be installed near the water shutoff.
• Sound/Noise originating from temp lorary construction s Res as a result of construction activity are exempt from the noise ffinits
of BCC Chapter 5.30 only during the hours of 7-00am to 6:00pm on.weekdays and '10:00am and 6:00prn on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction s ites/activites must comply with the
noise firnits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harrrdess the City of Edmonds, Washington, its officials, employees, and agents fromany and all claim for damages of
whatever nature, arising directly or indirectly from the issuance fo this permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ordinance
provision.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON'THE
PUBLIC DOWN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMITTIME LINT. SEE ECDC 19.00.005(A)(6)
I PUBUC WORNS (425) 771-0235 1 PPSTREATMENT (425) 672-5755 1 RECYCLING (425) 2754801 _j
IWhen caRling for an ins pecdon please leave the following information: Permit Number, Job Site Address, Type of Inspection being
requested, Contact Naum and Ohone Number, Date Prelereed, and whether Von prefer niorning or afternoon. I
• B-Brosion Control/Mobilization
• E-StoffnTightline
• B-St orm Connect to Stub
• E-StormEletention System
• E-Water Service Line
• E-Engineering Final
• B-Setbacks
• B-Footigs
• B-Foundation Wall
• B-Isolated Footings/Piers
• 13-Retaining Wall
• B-Slab Insulation
• B-Plumb Ground Work
• B-First Floor Framing
• B-Plumb Rough In
• B-Gas Test/Pipe
• 13-Equipment-Mech
• 13-E-derior Sheathing
• B-ShearNailing
• B-Height Verification
• B-Framing
• B-Wall Insulation/Caulk
• B-Floor Insulation/Caulk
• B-Ceiling Insulation/Caulk
• B-Sheetrock Nail
• B-Building Final
• PLANNING FINAL STA IR/GLJARD/PATIO SMACK ENCROACH
4PLANNING DATA
SINGLE FAMILY RESIDENTIAL
I T FILE
I STREE _J1
Narne:
Date:
Site Address: 70\ - CoAt,
Plan Check ff:
6-q
Project Description: t4e,--)
Reduced Site Plan Provided: NO)
Zoning: co
Map Page:
� 62�
:orner Lot: (YES /-r"NN
Flag Lot: (YES
.Critical Areas Determination
El study Required
X Waiver
SEPA Determination: Exernpk
Exempt %�
Needed (for over 500 cubic yards of gradinld)
El Fee 0 Checklist 0 APO List with notarized form
Required Setbacks
S de: Re
Street: Side: W i (��
Actual Setbacks
Street. 0 Pide:(,� JSide: Rear:
"F
El Detached Structures:
0 Rockeries: Norle, GkVXZn%.
Fences/Trellises: EX,, t64
.!:,k. -Cer\coe-, -zre-,6 \oe- cere%oved. A16 (>rnaemsec/ ISVICIZCN.
Bay Windows/Projecting Modulation: or\
Stairs/Deck: " - X
Height
Datum Point:
Datum Elevation: Sc?/
Maximum Height Allowed: (kC -yg Actual Height:
;L
Other
Parking Required:
Parking Provided:
Lot Area: 2- qC0 (ekzi6dcl C!!, c,\—�
Maximum Lot Coverage: 35% Proposed:
Re 36. Oi 41 'FroA Z�mzcz=345,p
Lot Coverage Calculations: selt CA-,ce- Z ��S, -TON-.,\ - a 7-37. 191 q 00 3
C�overed Mo= 230. 1-441 Fr-o4 ZeckL,,=Jar,-L*
ADU Created: (YES /
Subdivision: 11---*' V-a,�e- d6 e-s ,csV
Legal Nonconforming Land Use Determination Issued: (YES /e
CofnmenL5
)�cceGts. 4--tvv, A-o r\oc-*N c>� ?r-o r-_ I,--/ rm,c/ence*,, r.-o -,A- c/ces c-\,�r
pe,
F 7.
ADU.
Plan Review By:
Planning Data form 04-11-06,doC
STANDARD DETENTION SYSTEM- WORKSHEET
(5000 SF OR LESS) -7 CALC. BY: t\11A
ER: ADDRESS: PHONE: 414) 4 S!
7ot, , &f-% AyE_ DATE: - 07
IMPERVIOUS SUFACE AREA 4 PIPE DIA. PIPE LENGTH ORIFICE
FOOTING DRAINS SHALL NOT
RIM ELEV.M%511I5' DETENTION PIPE LENGTH
FINISHED
GRADE
UPPER CATCH BASIN
0-5% TO 1 .0% SLOPE
ELEV. 119—
CONTROL CB
BE CONNECTED TO
OCKING LID (TYP.)
IM ELE
F6�. in. clearance
Me sured from top of
coale. box or riser.
DETENTION SYSTEM
- 1 11�.6 1
KIM r-L
ct
M
M
z
0
A
m
C=
M
a
>
0M
TO CLITY CONVEYANQ_Ii�_
rN
C
co M
z
M
INV.
ELEV .
INV. ELEV.
ONTROL
±��RIFICE
2'X2'Xl2" DEEP CONTROL CATCH BASIN
(4'-6- QUARRY SPALLS OR EQUAL) IN. 6" COVER
FROM CONTRO
RIPRAP OUTLET
SHALL BE PERPENDICULAR
TO SPREADER TRENCH
PERF. PIPE SHALL BE
LEVEL & CAPPED AT ENDS
NOTES
SPREADER TRENCH
Ul I y 1j I UKIVI
CONVEYANCE
SYSTEM
PREADER TRENCH
SHALL BEA MIN.
OF 10'LONG AND
PERPENDICULAR
Ej— TO CONTROL CB.
CONTROLCEI
TRENCH SHALL BE LINED
WITH MIRAF1 & ON TOP
r/8"WASHED DRAIN ROCK
1. CALL ENGINEERING DIVISION (771-0220 EXT. 1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION
SYSTEM INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS.
2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property
owner. Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation.
The outlet control orifice must be kept open at all times.
0
0
1-1�ll.�—'�,�Z."7�'��.-I.I��17,1� 7,11
..... . - -------
Table I Detention Pipe Sizes
Impervious
Surface
Required Pipe Diameter
Area Sq. Ft.
Vol Cu Ft 15.� 18" 24"
-30"
2000
501-1 40 28 16
10
2500
621- — 50 35 20
13
3000
7 60 42 24
15 Required pipe
3500
8 70 49 28
18 length in feet
4000
100 80 56 32
21
4500
112 90 63 36
23
5000
125 100 70 40
25
*NOTE: Use the next
highest surface area to determine detention size if calculated impervious surface area is
greater than 1/2 the value between numbers. (i.e., 2286 use 2500)
Table 2 -- Outlet Orifice Sizes
Impervious Surface
Area Sq. Ft. Outlet Orifice Diameter (Inches)
2000-2999 5/8
3000-3999 3/4
4000-5000 7/8
Table 3 -- Rectangular Catch Basin Requirements
Detention Max. Size
Catch Basin.
pipe diameter knockout
Type
< 18" 20"
Type 1, CB 15
18" to 24" 26"
Type IL, CB 16
24'.'to,36" 36"
Type 11, CB 19 1,9 (48" Basin)
36" to 42" 42"
Type 11, CB 19 19 (54" Basin)
*Source: Assoc. Sand & Gravel Co. Standards
ALLLOWABLE STORM DRAINAGE
DETENTION OR CONVEYANCE MATERIALS:
• Reinforced Concrete (right-of-way)
• Non -reinforced Concrete (non -right-of-way)
• Aluminized Steel
• Aluminum 16 GA or better
• CMP Asphalt Coated
• N-12 ADS HDPE (Min. 2'cover required under
paved areas) water tight
• PVC-SDR 35, ASTMD-3034 or better
• Ribbed PVC pipe, ASTM D-2444
• Ducticle iron pipe Class 50
Tightlines system:
• N-12 ADS (Smooth Wall)
• PVC-SDR 35, ASTMD-3034, or better
• Hancor F-810
S:\ENGR\HANDOUTS\Drainage tables E21
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(P
a
121 ST H AVENUE NORTH - EDMONDS,WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
*PERMIT MUST BE POSTED ON JOBSITE*
STATUS: ISSUED ENG20080045
SIDE SEWER PERNI IT (I -Single Family)
Permit Number: ENG20080045 Expiration Date: 5/8/2009
Job Address: 701 6TH AVE S, EDMONDS
APPLICANT CONT11,1WTOR
MARK JANSEN PROPERTY OWNER EXEMPTION TAKEN
PMB 502 23632 HWY 99 SUITE F
EDMONDS, WA 98026
LICENSE #: EXP:
L
N
REPAIR N PROPOSE TO REUSE LATERAL LID NUMBER.
GRINDER PUMP N I PROPOSE TO REUSE SIDE SEWER
7
SS FOR NEW SFR
•
•
LkS ENIENTINI�OWNIATION
I PROJECT CROSSES OTHER PRIVATE PROPERTY
[VERIFICATION OF RECORDED EASEMENTS COMPLETE
IADEMNITY- The Applicant has signed an application which states helshe holds the City ofEdmonds harmlessfrom injuries,
damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City ofEdmonds or
any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and
attorneyfees by reason ofgranting this permit.
CALL DIAIA-DIG (1 -800-424-5555) BEFORE ANY EXCAVATION
CALL FOR INS PE)C7nON (425) 771-0220 EXT. 1326
24 H 0 UR NO TIC E REQ U IRED FO R A LL INS P ECTIO N REQ U ES IS
THIS APPLICATION IS NOT A PERNUTUNTIL SIGNED BY THE CITY ENGINEER OR HISMER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN
SPACE PROVIDED.
DA
F-1 FILE COPY 9'_,�SPf®RCOPY APPLICANT COPY
STATUS: ISSUED
ENG20080045
• Refer to City of Edmonds Side Sewer Infort-nation handout for approved pipe materials, inspections and other requirements.
• A 6" cleanout with 12" locking cast iron lamphole cover is required at the property line.
• Maintain 19 separation between the sanitary s ide sewer and the water service line.
• ESanitary Side Sewer Inspection
• E-Engineering Final
PARTIAL INSPECTION DATE: INITIAL: NOTES:
PARTIAL INSPECTION DATE: INITIAL: NOTES:
FINA L INSPECTION APPROVED DATE: INITIAL:
CONFORMED COPY
200806050550 PG
�Crry CLERK 0610512008 415
SNOHOMISH COU
0 ff,.Y: OF EDMONDS 1 �42
NT ASHINGTON
121 H AVENUE NO.
RPMONDS. WA 98020
STATEMENT ON ACCESSORY DWELLING UNITS
P e _ty.Address:
Edmonds, Washington
Ais'essd es. Parcel Number: 0 3 2- -500 og YO 0
1,�fiaye:.read the requirements for accessory dwelling units contained in Chapter 20.21 of
t - h"e : : 'kilt -, h.,6nds Commu:n . ity Development Code (ECDC) and understand that an accessory
welling unit as defined in ECDC Section 21.05.015 is prohibited until an Accessory
,611ing, Unit Permit is approved.
als.olinde'rstand that an Accessory Dwelling Unit Permit cannot be approved unless all
the:ictiteria in Chapter 20.21 are met, and all the necessary items are submitted,
inciti,ding an affidavit of occupancy and a covenant to be filed with the Snohomish
C , ounty regarding the regulations imposed on Accessory Dwelling Units.
Property Owner Signature: e�
Prop . erty Owner Name (prijffed): Je-a i,' -e- Jz2 k, s ei
D ate:
STATE OF WASHINGTON
COUNTY OF SNOHOMISH)
',cefti fy that I know or have satisfactory evidence that )e4V11)-e 0 _)q'VS-e/L.)
. si hed this instrume t and acknowledge it to be hiK!EeTjree and voluntary act for the uses and
'g. n
p , 4 - rpos . es -mentioned in this instrument,
ft must be smudged. D
Nbi4r--'s p �e ated:
y
Signature of
r '01AM_ f.�. <(%:J.
Notary Public:
tkOTA.,9
Residing at:
SLIC, 911
My Appointment
Expires: Vz5PV
WA
-MUST BE RECORDED WITH THE SNOHOMISH COUNTY AUDITOR.
T".1 .
HI DOCUMENT
CONFORMED CP
60 PG
.'C'-.1,r-,.,,.,rY CLERK 2�1806050"� 4-05�m J42.00 TON
o 105120U -
VK;Y: OF EDMONDS SNOHOMISH COUNT ASHING
ITH AVENUE NO.
DM ONDS. WA 98020
STATEMENT ON ACCESSORY DWELLING UNITS
�.-Address:
Edmonds, Washington
1 K-Slra�ru PC— -7 V %-.L
A-,s:s"ess'o*'r':s. Parcel Number: 70 3 2-.500'— yd 0
..4.-Ka,'V.,e.Tead the requirements for accessory dwelling units contained in Chapter 20.21 of
Community Development Code (ECDC) and understand that an accessory
A w,,.e Ting an
-0,414'.. it as defined in ECDC Section 21.05.015 is prohibited until an Accessory
i"ifing Unit Permit is approved.
LAS'o �understand that an Accessory Dwelling Unit Permit cannot be approved unless all
the;.teiteria in Chapter 20.21 are met, and all the necessary items are submitted,
ipcilitiding an affidavit of occupancy and a covenant to be filed with the Snohomish
County. regarding the regulations imposed on Accessory Dwelling Units.
Property Owner Signature:
Property Owner Name (prilffed):
Date: .:2 /:;2 4
STATE OF WASHINGTON
COUNTY OF SNOHOMISH)
I.certify that I know or have satisfactory evidence that 0 —)4A/S'eA,)
sighed, this instrument and acknowledge it to be hi6efree and voluntary act for the uses and
purpos . es mentioned in this instrument,
Not� . 's must be smudged, Dated:
Signature of
Notary Public:
0
Residing at:
(PA
My Appointment
Expires:
WA
j -iS DOCUMENT MUST BE RECORDED WITH THE SNOHOMISH COUNTY AUDITOR.
RECEIVED
771VF—D JUN 19 2008
BUILDING DEPT.
STREET FILE
paw /cry-
1�)4*
STATEMENT ON ACCESSORY DWELLING UNITS
Property Address: 4ze�, ez'l
Edmonds, Washington
oF7-
Assessor's Parcel Number: -,Z 70 3 2— -500 �!�q YO 0
I have read the requirements for accessory dwelling units contained in Chapter 20.21 of
the Edmonds Community Development Code (ECDC) and understand that an accessory
dwelling unit as defined in ECDC Section 21.05.015 is prohibited until an Accessory
Dwelling Unit Permit is approved.
I also understand that an Accessory Dwelling Unit Permit cannot be approved unless all
the criteria in Chapter 20.21 are met, and all the necessary items are submitted,
including an affidavit of occupancy and a covenant to be filed with the Snohomish
County regarding the regulations imposed on Accessory Dwelling Units.
Property Owner Signature: '
Property Owner Name (pri4l
Date:
STATE OF WASHINGTON
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that e4 V1 V 0 -)a A,.5-e A,)
signed this instrument and acknowledge it to be hisoi�yree and voluntary act for the uses and
purposes mentioned in this instrument.
Notary's ?WoMyiFl%� must be smudged. ated:
494
tkOTA,9.*.
(P 0 UBLIG
Signature of
Notary Public:
Residing at:
My Appointment
Expires:
THIS DOCUMENT MUST BE RECORDED WITH THE SNOHOMISH COUNTY AUDITOR.
STANDARD DETENTION SYSTEM- WORKSHEET
(5000 SF OR LESS) CAL( I\ 1A
ADDRESS: '. BY:
PHONE: ';P>M
-7o bt' Ave- I;. DATE:-
7/11
g
IMPERVIOUS SUFACE AREA PIPE DIA. PIPE LENGTH 2—E ORIFICE
FOOTING DRAINS SHALL NOT
RIM ELE46�5-15'
DETENTION PIPE LENGTH
FINISHED
GRADE
UPPER CATCH BASIN
— 0-5% TO 1 .0% SLOPE
ELEV. I 1? 9—
CONTROL CB
BE CONNECTED TO
OCKING LID (TYP.)
IM ELEV. P55—
F 6* Min. clearance
Measured from top of
/F Conc. box or riser.
DETENTION SYSTEM
RIM ELEV.
E
M
M
0
C-)
n
C=>
0
M
TO CITY CONV M
r1%.>
M
M
INV. -4
ELEV.
INV. ELEV.
ONTROL /
RIFICE 78,,
*X2'XI 2" DEEP
W-15" QUARRY SPALLS OR EQUAL) CONTROL CATCH BASIN IN. 6" COVER
FROM CONTROL C IN, 6" 1 E]-
CONTROLCB
SHALL BE PERPENDICULAR
T T4
0 SPREADER TRENCH TRENCH SHALL BE LINED
L WITH MIRAF1 & ON TOP
PERF. PIPE SHALL BE
4 S
LEVEL & CAPPED AT ENDS
RIPRAP OUTLET 7/8'WASHED DRAIN ROCK
L;1 I Y 51 OHM
CONVEYANCE
SYSTEM
4SPREADER TRENCH
$HALL BE AMIN.
OF 10'LONG AND
PERPENDICULAR
TO CONTROL CB.
SPREADER TRENCH
NOTES
1. CALL ENGINEERING DIVISION (771-0220 EXT. 1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION C la-
-- SYSTEM INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS. APPROVEDE
2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property
owner, Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation.
The outlet control orifice must be kept open at all times. DATE
IF=
NrItten dimensions on this draNing 5holl hove precedonce over
5r,oled dlmen5lon5. Controctor !3-hall verify oll dimensions,
conditlon5, etr,., pertaining to the Nork before pror-eeding.
The Ovqnor must be notified of ony vcirlotion5 from the
dimensions ondlor conditions 5hoNn on these droNlnq5. Any
sur-h vorlotion shall be resolved by the Oviner prior to
proceeding v4lth the, Nork, or the Contrortor shall occept
full responsibility for the ro5t to rectify same.
SDMH
TE 134.89
IE 130.04 4"PVC N
IE 129.79 12"ADS E
IE 129.69 12"ADS S
FOUND MONUMENT
1-1/2" PUNCHED B�R
A �ASS
SE
DISK IN CONC IN CASE
0
,2
CURB TAPER -
----------
TYP E I GE3 -I)
DETENTION PIPE; OUTLET ORf IGE
SIZE, $ GATGH BASIN REOUIREMENTS
PER TABLES 1, 2, a E3 OF GITY OF
EDMONDS STANDARD/PREFERRED
PLAN APPROAGH.
FOOTING DRAVI,311aj-
TO BE TIED INTO
SMEA
t
STABILIZED GONSTRUGTION f
ENTERANGE
PEP, GITY OF EDMONDS 5TAND4
EDMONDS STANDARD DETAIL Ef
0WNER/00NTP'A(jT(!P1 IS RESPONSIBLE
FOR ER081t N A,�,,'Q DIRAINAGRE
"NOTE:
FILTER FABRIG 15 TO BE INSTALLED
OVER ALL APPLIGIBLE CATCH BASINS
FOP, TEMPORARY SEDIMENT TRAP L
PEP, GIT"r OF EDMONDS STANDARDS.
EDMONDS STANDARD DETAIL E13
V
ESTABL15HMENT OF ELEVATION5
FOP, HE16HT GALGULATION5.
5TORM PRAIN MANHOLE - ELE\/. 154.5c['
0 Fence must be located on private property.
SDMH
TE 135.56 a property owner rwponsible for determining
IE 132.96 4"PVC E property lines.
I-01
IE 132.81 12"CMIP RISER to Fence sha" not enclose or prevent Me= to
IE 130.11 30"CMP N FILTER FABRIC, FENGE any City maintained utUM03.
IE 129.81 12"ADS W
FILTRATION SYSTEM TO
BE INSTALLED PER
GITY OF EDMONDS STANDARDS
EDMONDS STANDARD DETAIL E1.1
ELEVATION 136.69
WATER & SEWER
INSPECTIONS REQ'D
CALL- 425-771-0220 EXT. 1=
Ilk 251-0"
71%
CP
C,
CP
DR1\1ffVqA"r 5LOPE PROFILE
DEC
STAIF
DEGK
60.�
717/71-11-"
HOUSE
HIGHEST ROOF RIDGE
ELEV. = 150.8
F------------------------------------------- I
LOT COVERAOE E3REA<1:;)OM = TOTAL: 2cf5-7.2
APP BY PLANNING
51 TE" FLAN
6RAI';) I NIS FLAN
5�N�� $ 'E05C FLAN
SFE 07-NF—RAL NOTES 5(��ALE: III =
U%k)
.7
S9 VID jV 41� e/ 4:
eel 10
44",
-V
Nr-- Q!K k
C/ C'.0
q6 4
-v-CA
16
FOUND REBAR & CAP
LS# 22969
0.11 N. BY
0.09 W. OF
PROP. COR.
A 0 'S Nau
F I!NEERING
Date.
Zone--R,�— � Comer -&Flag-&
�red
Se—tbacks LUtu
Actual
Front &j) --,V
Sides(N/$)—,S
Rear
Other
.qeiy,ht
31-2
'S R A I;) I N 6;
jG
4-75 GubiG yord5
015
umbp P
_r r_
Number reFlert5 prior
r !or
exc,ciyotlon for demoodd h �me
LOT AFEA
WOMM1111111111MI
LOT SLOPE
-7%
LOT COVERA&E
2,r-0-7.28 15f (54A%)
IMPERVIOUS SURFACE CALC,5:
EXIST. IMPERVIOUS: 5/542
15f
PROPOSED IMPERVIOUS
BUILDINO ROOF OUTLINE:
2,5-7b
ef
DRIVENA"r:
C111
15f
FRONT PATIO � NALK:
150
sf
DECKS:
245
5f
REAP, PATIO:
255
15f
POOL DECK:
452
!3f
TOTAL: 4,86-7 sf
HEI&HT CALCS:
A=
+135.86'
E3=
+15-7.40'
G=
+14135'
0=
+15cf.35'
555A2/4= 158.4bi
AVERA&E ORADE= 158.4b'
MAXIMUM E3UILDIN(5 HE16
AGTUAL BUILDINO HEI63H = 165.25'
FROPERT)" ONNER:
JEANINE � MARK JANSEN
FROFERT'r ADDRESS:
-703 - 6th AVENUE SOUTH
TAX ACCOUNT PARCEL #:
252-70520440001
SITE PLAN PREPARED 5*e:
NA5H, JONE5, ANDER50N
11644 N.E. 80th 5treet
Kirklcind, INA
CW55-ai 11
(425) 625-411'7
SUR,\/r=*Y0 PREPARE17 5*1'0:
BT 5URVE"r5
12415 ct PRIVE 5E
EVER-ETT, NA c15205
(425) 344-65231 A
..............
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STF-IEET FILE