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1�jv '32-7-25 EX,
CITY of EDMONDS
IDE
STREET FILE
SEWER
PERMIT
For Inspection Call 771-3202
PERMIT NO.
07799
.ZJ_
co
CD
-0
W
Address of Construction: � 2 1
I � LD
Property Legal Description (Include all easements): L 0
.4 �Z-
Owner and/or Builder:
Contractor & License No:
Li 2-
Single Family Residence LYNNWOOD Lft�
Multi -Family (No. of Units
Commercial (No. of fixture Units
I
Invasion into City Right -of -Way: No Yes (If Yes, Right -of -Way
Construction Permit required. Call One -Call -Center (1-800-424-5555) before any
excavation.)
Cross other Private Property: No Yes (If Yes, easement required,
attach legal description and county easement number.)
PLEAS,E READ THE ITEMS L ON THE BACK
-1—ce' ify that I have read and sh'�Qll comply Da-te
wit the items listed on the back.
Permit Fee:
Trunk Charge:
Assessment Fee:
Partial Inspection:
'Issued By:
','Date Issued:
Receipt No.:
Comments
Final Inspection Approved: 2:.-:
Date Initial
Rejected:
eason
;F 6
/0 -,Zo - e -7
** PERMIT MUST BE POSTED ON JOB SITE **
Date Initial
Date Initial
Wh-ite Copy - File Green Copy - Inspector
Buff Copy Applicant
I :: It'
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).
The City of Edmonds
Side Sewer Drawing
NEW CONSTRUCTION 0
OWNER ----------------
- - ---------------
JOB ADDRESS -(-OD ------- -- ----- -------------
----- - ---- - ------ -
i-
I El
PWW-Oool-11/75
EASEMENT NO - -------------------------------------
REPAIRS F� LID NO - ----------- ...... ASMT. NO - ------------------
CONTRACTOR ----------------------------------------- ------------------- . PERMIT NO.
LEGAL DESCRIPTION: LOT NO. ---------------------------- BLOCK NO - -------------------- --------------
------------------------------------------------------------------------------------------------------------- — -------------------------------------------------
NAMEOF ADDITION --- - --------------- ----------------------- ----------------------------------------------
15
Approved:
--z -7
DATE - ---------------- By
/,/� llo�/111�1-1---�P,--- -
EE���
CITY OF EDMONDS
ASSET INFORMATION SHEET
00* NEW
El ADDITION
1-1 RETIREMENT
FILE
ASSET NO.
ADDITION TO ASSET NO.
DESCRIPTION
SERIAL NO.
LOCATION
";2,
DEP7' NO.
* *PURCHASE ORDER NO.
PURCHASE ORDER DATE
COST
B.A.R.S. ACCOUNT NO.
ESTIMATED LIFE
INITIATED BY
DATE
PROJECT NUMBER
�7
PROJECT COMPLETION DATE 17
COST
APPROVED BY
**SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
V/DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
G.L. ENTRY
REFERENCE
DATE
e4�
VERIFIED BY
PROCESSED
BATCH NO
kbnp INITI
DEPARTMENT FILE
CITY OF EDMONDS
STREET FILE ASSET INFORMATION SHEET
NEW
ADDITION
RETIREMENT
ASSET NO.
ADDITION TO ASSET NO.
DESCRIPTION lz
SERIAL NO.
LOCATION
DU4. AO
PURCHASE ORDER NO.
PURCHASE ORDER DATE
COST
PROJECT NUMBER
PROJECT COMPLETION DATE
COST
B.A.R.S. ACCOUNT NO.
ESTIMATED LIFE
INITIATED BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
2--DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
0 G.L. ENTR
REFERENCE DATE
��L
VERIFIED BY
PROCESSED
BATCH NO.
k�np INITI
DUPAR7MEN'-'�' FILE
k
blo it' D� rzr
7L-�
L-oT
Ii ;6
MEMO TO: Building Division
FROM: Engineering Division
SUBJECT:
After review of the subject building permit application, we have the
following comments:
1) Connection to City water system required.
2) Connection to City sanitary sewer system required.
3) Right-of-way permit required for any work.on City property.
4) Driveway slope not to exceed 14%.
5) Back water valve required if downstairs plumbing is below
elevation of upstream manhole.
6) Water and sewer lines to be separated by 10 foot minimum.
7) Builder/owner responsible for'tontaining all temporary runoff * and
erosion on site and may not im act neighboring properties An any
way.
8) Construction hours from 7:00 a.m. to 10:00 p.m. on weekdays and
10:00 a.m. to 6:00 p.m, on weekends and holidays.
OVA
1 -4 1
PROM= REVIEW CHMMIST
12
PR'�= NMI S
PM= ADDRES
41 APPT.Trlkq'T(W Mrw. I pl. rthqvt
� �eo �
A 44
Reviewed by: (initial—/d—ate)
COMEM
PLANNING
WIR/SWR STREET ENGNRNG
FIRE
BUILDING
/7777777T7777777
FAMnY/MMT1PLE/Ca%WMCIAL - (Circle One)
,TE�� CHECKED - Planning
VARIANCE/SETMCM. ADJ.
T=
OCMITIONAL USE PER41T
777777777
7T77777
ADB RE7JIRDOM CHEMED
—777777—////////
01HER ZONING REQUIREMENTS
777777777111111111
ENVIRCNMENTM, FMnJRES
MM/L
�ACCESS SLOPF VMUCLE ACCESS
111111777777711111
/////////
I /////////
////////
DRAINAGE PLAN (on Site),,:��
777777
77777777
STREET FILE
IT17TF1777777TFI
7
////////
1
8
177777
117111111
--
LEGAL DESCRIPTICtj VFJUFICATION
11IRTIT
////////
9
///////ff
7TI777TI7
QUIT CLAIM/DFMICATICNS
10
EAS941M - IMLIC/PRIVATE
11
CALCULATE SUVER CONNEOPIONIN(a L14
7R777
-7
1117111 7
111111111"11111711
12
PIAT/SUELDIVISICN RECJOIREMETM
T/7 TI
//////
/////////
13
RIGM-OF-WAY CONSTRL)CTICN PERMIT REW
771111'111111777
7711"m
14
BCND REQD FOR PUBLIC IMPROVEIMM
777777
///,///
177
/////////
////////
/
15
SOILS OCNDITIONS & GrKXM
TITRIfif
WATER FIETD CHECKED -
/////////
-77/77-T/7
16
7 7T77
7 7 7 7 7 7 7 7
---
STREMPAVING REQUIRED
/////////
�V
(
17
IIITTR77
11T
7 M11
11117
CURB AND GUMER REQUIRED
/////////
/////////
18
11111IT17TIl-TIT177
SID34MX REQUIRED
/////////
/////////
19
/R///
Iff"TIR
-7777777777
CURB CUT FOR DRIMAY REM
//////
/////////
-711111111
20
77717T77
-1711111111
STREET NAME SIGN REQD
7777/111111"77
21
—
0711ER SIGNING REOD
-/777/////
77777T/77
-177777TI7
TTR7TTT17
22
SIDE SEWER AMIAHLITY
/////////
////////
77777777
////////1
23
111711
=T/77
EXISTING WATER MAIN SIZE
11111117'1111111111
////////
24
WATER MEM SIZE
7/77//
//////
IT1711111
/////////
///-/7T/777////////
25
SERVICE LIM SIZE
111777
//////
1171111
/////////
26
HYDRANT REQUIRED
1IT177TIT
27
HYDRANT SIZE EXISTING
TFI-77T
11111711
7777777TI7
—
28
CROSS CONNECTICN INSPECTION REM
777T77
777777TI7
111111"77
29
WATER METER OMM REQD
7/7F/77777/////
57
30
1111111111IT177
FIRE LINE CHARGE,REQD spRnmm
31
STREET cur
32
111777
OPEN DITCH EXISTING ////'//
/////////
/////////
33
REM 111W
7T/777
/-/7
34
-MVERT F= 7T/77
111111171
35
SIZE
36
7T/T/7'/////////
MM BASIN REQD //////
/////////
37
ITIT17
INDICATED CN SITE PLAN
777777,77-7
38
MULDER DPAINAGE MAINTAIN
-TRTITR7-
SHALE OPEN RUNOFF
39
ISC:
40
F
fo�
m
EVIEWED BY:
PLANNING FMINEE MGR. PURLOC -WORKS-MGR.
USE "�PERMIT
CITY OF EDMONDS ZONE NUMBER
CONSTRUCTION PERMIT APPLICATION joB `74
NAME (OR NAME OF BUSINESS) T AIJ1JHtZ)Z1 15 -) �S Ljj
-.1) A- �A __ \A LEGAL DESCRIPTI�> CHECK[ SUBDIVISION NO. LID NO.
MAI—LING ADDRESS L1_11� I r - tA __90
LA-M I C__1 2-
L
NA,MI)
AD
L)
CITY S A
NAME
ADDRESS
0
CITY
0
U STATE LICENSE NUMBER
D A Mi
Legal Description of I
(show below or attact
Z
2
3:
x
j /, 0 �
TELEPHONE NUMBER PUBLIC RIGHJ_9F WAY PER OFFICIAL STREET MAP.
-3 1 EXISTING_"��_ REQUIRED DEDICATION
PROPOSED�:
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED 0
STREET USE PERMIT REQUIRED 0
SEE ENGINEERING MEMO DATED
TELEPHONE NUMBER I
REMARKS f
MBER
TELEPHONE NU
a all easements
�,e el,-, i).nf
L�EW
�RESIDENTIAL
D PLUMBING
DADDIALTER
1:1 COMMERCIAL
EJ MECHANICAL
REPAIR
D RETAINING WALL
SIGN
1:1 DEMOLISH
EXCAVATE
El OR FILL
FENCE
I x —FT)
REMODEL
PRE -MOVE INSP.1
E] COMPLIANCE
swim
INSP.
POOL
WOOD STOVE/ [:]
INSERT APT.BLDG
RENEWAL
5 NUMBER OF 71ES [NUMBER OF
DWELLING
UNITS
0 NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN)
METER SIZE IBUILDING
REMARKS
IXTURE UNITS
0
cc
Uj
Uj
Z
Uj
trl .
Uj
SIGN AREA
ENV. REVIEW
ADB No. —
ALLOWED PROPOSED
COMPLETE
EXEMPT
SHORELINE N
Nr I
VARIANCE OR CU
PLANNING REVIEW BY
DATE
L_-F
YARDS
HEIGH
LOT COVERA Z
Z
FRONT SIDP RE
Z
REMA,RKS
CHECKED BY TYPE OF CONSTRUCTION CODE HEIGHT
SPECIAL INSPECTOR AREA OCCUPANCY --2) OCCUPANT
REQUIREC GROUP - LOAD
0 YES I I riz:_ _
PLAN CHECK FEE
BUILDING
PLUMBING
MECHANICAL
This Permit covers work to be done on private property ONLY
GRADINGIFILL
Any construction on the public domain (curbs, sidewalks,
driveways, marquees, etc.) will require separate permission .
STATE SURCHARGE
Permit Application: 180 Days
Permit Limit: 1 Year - Provided Work Is Started Within 180 Days
ENERGY CODE
"Applicant, on behalf of his or her spouse, heirs, assigns and
successors In Interest, agrees to Indemnify, defend and hold
harmless the City of Edmonds, Washington, its officials,
employees, and agents from, any and all claims for damages of
E whatever nature, arising directly or indirectly from the issuance
of this permit.* Issuance of. this permit shall not be deemed to
PLAN CHECK DEPOSIT
modify,.walve or reduce any requirement of any city ordinance
nor limit In any way the City's ability to enforce any ordinance
TOTAL AMOUNT DUE
provision."
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
authorized agent of the owner. I agree to comply with city and
state laws regulating construction; and In doing the work authoriz-
THIS PERMIT
AUTHORIZES
ed thereby, no person will be employed in violation of the Labor
ONLY THE
Code of State f Washington relating to Workmen's Compensa-.
WORK NOTED
tiQn I ura e.
I NSPECTION
�rTURE ( WNER OR AGEr`IT) ATE SIGNED
7-2 22 J -1
DEPARTMENT
CITY OF
EDMONDS
VALUATION
I ONE 00
APPLICATION APPROVAL
This application is not a permit until
signed by the Building Official or his
Deputy; and fees are paid, and receipt is
acknowledged in space provided.
OFFICIAL'S SIGNATURE DATE
0
Z
ATT N 771-3202
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3.
V)2-78
RELEASED BY:
DATE
ORIGINAL — File YELLOW — Inspector
PINK — Owner GOLD — Assessor
. 1. Ai
kli4
PRELMNARY
NOT FOR CONSTRUCTION
06-29-11
CALL 2 BUSINESS
DAYS BEFORE
YOU DIG
1-800-424-6565
A PORTION OF SECTION 5, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON
0
CHAIN LINK FENCE (GREEN VINYL
COATING) NTH GREEN VINYL
SCREENING SLATS. PROVIDE 12' GALV
PIPE IN CONCRETE FOR DOUB�f
3�GATE
DROP ROD. ALL PER DETAJL(
;ff37
4
0
rn G
---EX 2- HOPE FM
DL WATER METER
BOX W/HOSE SIB
10' DOUBLE GATE
3' G
d'
1' COPPER WATER
V
RPBA IN
OWNER/CONTRACTOR IS RESPONSIBLE
FOR EROSION CONTROL AND DRAINAGE
LOT 4
I 1 0
ly.zrrg NO
...... ..... X0
SITE PLAN
SCALE. 1'-5*
Applicant shall repair/replace all damage to
utilities or frontage improvements in City
right-of-way per City standards that is caused
or occurs during the permitted project.
31
VAULT
UTILITY EASEMENT
PER AF # 201012210180
CORE DRILL TOP SLAB FOR
FENCE CORNER POST
EXIST. FENCE TO BE
REMOVED
—10 PYRAMIDALIS, 6- TALL MIN.
AT 2' OX.
cl-Rily of Edmonh Odding Department
APPROVED PLAN
113
�or- 6 ' -�mt x
CITY OF EDMONDS
BUILDIN DEPAFITMENT
WORK
ADDRESS li�-77"
OWNER— VIA I/V1 4T-
APPROVED DATE:
BLDG. OFFICIAL
5 2.5 0 5 10
SCALE IN FEET
AP f#GINEERING
DO:
PERMIT NUMBER
'BI-D 2�0 1 --3-,o 0 Co /
STREET FILE
RECEIVE[)
JAN 17 2013
DEVELOPMENT SERVICES
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OF SHEETS
JOB
NO. E9GA-304
I
INFLUENT SEWER
PER PLAN --------
45*
16"
ALUM.
PLATE PLAN
1
3" MAX. +
INFLUENT SEWER -�ll %S
PER PLAN — - ----
ELEVATION
DETAIL — INFLUENT B
2'-O"x2'-O"x4"
CONCRETE PAD
C.I. LID
12; DIA. CONCRETE7
PI E WITH BELL
END UP AND
EMBEDDED IN
CONCRETE PAD
REDUCING FLANGE
WITH 11/2* NIPPLE
AND
NOTtTO SCALE
MIN.
WET WELL WALL
316 SST ANCHOR E
BOLTS 0 9- D.C. (TYP.)
4<7b BAFFLE ELEV.
P PLAN (T)
IY47
JYI N'
DIA. MIN.
DIA. MAX.
5' ELBOW
LUG OR PIPE AS
4%14�ATED ON
NOTE-' PIPE AND FITTINGA USED IN CLEANOUT CONSTRUCTION
SHALL BE THE SAME MA)IERIAL AS USED ON LINE TO BE CLEANED
,,-�28 DETAIL -/PRESSURE LINE CLEANOUT
1��R� NOT TO SCALE
CALL 2 BUSINESS PRELMNARY
DAYS BEFORE
YOU DIG NOT FOR CONSTRUCTION
1-800-424-5655 03-16-11
CSBC
'JOINT SHALL BE SAW CUT AND
XPOSFO EDGES SHALL BE TACKED
Y WITH AR-4000W.
TO MATCH EXIST.
BACKFILL COMPACTED TO
95Z MAXIMUM DENSITY.
3" ASPHALT CONCRETE
DETAIL - ASPHALT PAVEMENT
NOT TO SCALE
wim
am]
IGALV. FENCE RAIL SUPPORTS
(SIMPSON OR EQUAL). TYP.
4 CEDAR TOP RAIL
2x4 CEDAR RAILS (2
PT FENCE POSTS,
MAX. SPACING
1 1 1
12'0 GONG SONOTUBE
2.500 PSI)
. H RACE
2' CLR
m
F4 VERT, 0. SP.
- 40 KSI)
1. FACE FINISH SIDE TOWARD A 7CENT RESIDENCE.
C,
2. SEAL ALL WOOD WITH TWO COA %CE�DAR TONE PRESE-MVATIVE.
3. FASTEN FENCE MATERIALS WITH C TO DECK SCREWS.
29 DETAIL - , OD FENCE
AR NOT TO LE
SEE PLAN AND STRUCTURAL
DETAILS FOR SUPP111--,
S5 X 10 TROLLEY
SUPPORT RAIL----=
92" DIA. THREADED, WHEEL STOP -
SOLT AND NUT AT rr -I
EACH END OF RAIL. F 0
LENGTH AS REQUIRED (6-
TO ACT AS WHEEL
STOP
rl
'/2 TON TROLLEY
HOIST WITH CH A It' TON �/2 TON
CONTAINS, —HOISI L- --jHOIS
SECTION ELEVATION
CONSTRUCTION NOTE_S
1. TROLLEY HOIST SHALL BE ElUDGIT "USA ARMY TYPE" - MODEL 8311
(OR APPROVED EQUAL) PUSH TYPE 1/2 TON WITH CHAIN CONTAINER
WITH 2' LIFT (REMOVE EXCESS CHAIN).
2. TROLLEY RAIL SHALL FOLLOW CONFIGURATION SHOWN ON STATION
PLAN.
3. SHOP DRAWINGS FOR RAIL. HOIST AND ANCHOR BOLTS SHALL BE
SUBMITTED PRIOR TO INSTALLATION FOR APPROVAL
4. HOT -DIP GALVANIZE RAIL, TUBE STEEL AND STOP BOLTS FOLLOWING
FABRICATION.
/"2�6 DETAIL - PUMP HOIST LS #3 & 9
NOT TO SCALE
14' OF 20'
:TOP HINGE CHAIN LINK
(180- SWIN F FABRIC LOCKABLE
F LATCH
jl�lDIA. X 7' ANCHOR BOLTS EXIST CONCRETE
CEILIN'G
(. EMBED. 31/2") AT 5.0' O.C,
MAX SPACE EQUALLY ALONG RAIL
AND AT EACH END (TYP.) 3/8- 3 3/8-
2" X 3' X I
STEEL 1/4'
MINIMUM.
�O TKBE
S6 X 12.5 TROLLEY J
SUPPORT RAIL =L
1/2- OIA� THRFADED STOP
BOLT AND NUT AT
EACH END OF IRAIL.
LENGTH AS REQUIRED (o— F -i3)
TO ACT AS IAH EEL
1/2 TON TROLLEY
HOIST WITH CHAIN '/2 TON 1/2 TON
CONTAINER HOIST
HOIST
L — — — L — — — -J
SECTION ELEVATION
CONSTRUCTION NOTES:
I. TROLLEY HOIST SHALL BE BUDGIT "USA ARMY TYPE" - MODEL 8311
(OR APPROVED EQUAL) PUSH TYPE 1/2 TON WITH CHAIN CONTAINER
WITH 20' LIFT. .
2. TROLLEY RAIL SHALL FOLLOW CONFIGURATION SHOWN ON
MECHANICAL PLAN.
3. SHOP DRAWINGS FOR RAIL. HOIST AND ANCHOR BOLTS SHALL BE
SUEIMITTED PRIOR TO INSTALLATION FOR APPROVAL
4. HOT -DIP GALVANIZE RAIL. TUBE STE:0- AND STOP BOLTS FOLLOWING
FABRICATION.
��27 DETAIL PUMP HOIST LS a- &
l"RNOT TO SCALE
TOP RAIL
TTRUS-S RODS--� MID -RAIL J<
n
ok
GATE FR
�'�--12" ROUND SECTION
BOTTOM HING 'I'L !IT H
(ISO- SMNG)N!-/ zll E FA13RIC BAND!�-� TENSION WIRI
12* ROUND SECTION
I
�l
WRAP POST
;L 12' ROUND SECTION
iv CONCRETE
FABRIC S-O" MIN.
TOP HINGE
• END, PULL, GATE & CORNER POSTS. 4' 13AND (180' 1 SWING)
• TOP & BRACE (MID) RAIL:- 131,- LOCKABLE - - - Oil
• TRUSS ROD VO THREADED WITH TURN LATCH
BUCKLES FOR ADJUSTMENT
• TENSION WIRES REQUIRED
NOTES:
I. FENCE FABRIC SHALL BE SECURED TO GATE FRAMES WITH
RNUCKLM SELVAGE ALONG TOP EDGE FOR CHAIN LINK FENCE
I
INSTALLATIONS.
2- MINIMUM POST LENGTH: W-O"
-E
FABRIC BOTTOM HINGE
3- PLASTIC PRIVACY SLATS TO BE INSTALLED TO MATCH WHERE BAND (ISO -SWING)
TENSION WIRE
EXISTING AND EACH SLAT WILL BE SECURED TO FENCE BY
DRILLING HOLE IN BOTTOM OF SLAT AND SECURING THEM TO 12' ROUND- SEC77ON
FENCE USING ALUMINUM TWIST WIRE. —
1,
TURNBUCKLES FOR
ADJUSTING TENSION:
BOTH SIDES (TYP)
C. LA
4. BARBED WIRE SHALL BE INSTALLED ATOP THE FENCE (LIFT
STATION #12 ONLY).
30 )1 DETAIL - CHAIN LINK_
RECEI V
V I%n.j Noi TO SCALE
AN .17 20-13
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ut:vtLurmENT SLHVICES
COUNTER