420 3RD AVE S (2).PDF111111111111
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420 3RD AVE S
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�ADDRESS:
TAX ACCOUNTIPARCEL #:
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: El Conditional Waiver Study Required F] Waiver
CRITICAL AREAS #: DETERMINATION: El Conditional Waiver Study Required E] Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED.
EASEMENT(S) RECORD FOR:
PERMITS (OTHER — list permit #'s):
PLANNING DATA CHECKLIST DATED:
A
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/ENCROACHMENT PERMIT #:
FOR:
:'WATER METER TAP CARD DATED:
OTHER:
V y--
L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc
4
WALXEN-ROTI
2313 North 172nd Street
-UR Seattle, Washington 98133
(206) 365-9435
Subject -2-0 9 44 4- Date 69 sheet —!—of
4- job No.
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WALKEN-ROTI
2313 North 172nd Street
Seattle, Washington 98133
(206) 365-9435
Subject, Date Sheet
job No. A
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WALKEN-ROTI
2313 North 172nd Street
'-Un Seattle, Washington 98133
1 (206) 365-9435
Subject Date (0 /1 Z- Ebeet -21—of
Job No. 6?-7A Odgd r
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CITY a.-f VDIVIV 'S S I'P 1.1"*1 ft�::'P�fi
For Inspection Call 771-3202- PERMIT NO. .0-8T40.
Address of Construction: 7?1
Property Legal Description (Include all easements.),.. -
A
o
Owner and/or Builder: '6�jz'Al BIZZ/;,pel—oA/�
Contractor & License No:
5
#
Singl:e Family Residence
Mul ti - Fami ly (No., of Units
T P
EDNIONDS
LTREATMENT PLANT
Commerc.ial (No. of.fi.xture Units
Invasion,into City Right -of -Way: No Yes _ (If Yes, Right -of -Way
Cons�t Permit required. Call One -Call -Center (1-800-424-5555) before any
exbava ion.
Cross other Private Property: No Yes (If Yes easement required,
at tach..legal descri-ption and county easement number.)
PLEASE READ THE ITEMSLISTED ON.THE BACK
Ic_e_�tify that I have read and shall comply
with the items listed on the bac-k.
C,
R
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Permit Fee: 3o. 00
Trunk Charge: Z5. m
Assessment Fee: 'F'se /017
Partial Inspection:
Comments
Final Inspection Approved:
Rejected:
eason. ,
REC E IV ED
AUG 10 1989
PUBLIC WORKS
3ss'ued By:
Date Issued: 07Y
/0 e-7
Receipt No.:
Afi_
Initial
PERMITMUST BE POSTE-D,ON JOB SITE
Wh.ite Copy - File Gr*een Copy -'Inspector
14,2 / 6 1 / 9 0< I?
Date
Date Initial
Date 71-nitial
Buff Copy - Applicant
,,.he City of Edmonds
Side Sewer Drawing
NEW CONSTRUCTION REPAIRS F�
--- ---- - --------
OWNER --------- -------------------------------
L A\Df--- . �,(D.
JOBADDRESS . -�cz ------------------ ------------------- — -------------
CA'D c c- M-4D-�-
PWW-0001-1 1175 (REV. 11/78)
EASEMENT NO - ------- — ------------- — -----------
LID NO. .-- ............ ASMT. NO. — ...............
CONTRACTOR ------------------------------------------------------------------------------ ----- PERMIT NO.
LEGAL DESCRIPTION: LOT NO . ........ ............................. BLOCK NO - ------------ --------------
NAMEOF ADDITION --------------------- ------------------------------------ ------------------------- -------------------------------
N,
Approved: N
DATE------ ............... -B ------ K -----------
---- — -----
APPLICATION
for
The City of Edmonds SIDE SEWER PERMIT EASEMENT No . ..........................................
NEW CONSTRUCTION E] REPAIRS
OVVNER---- .... 14 .......................... ................ CONTRACTOR .................................................................................................. PERMIT No . ......................
ADDRESS --- 4c2c---,.3r- ..Av.e - ------ 6 . . .......................................... LEGAL D I ESCRIPTION: LOT No . ..... — ...................................... BLOCK No . ............................................
NAMEOF ADDITION ..................................... ...................................................................................................
junq, Iq ?c;L
DVa, TO-s+O-d Or) %5q-wq-r
Approved:
DATE............................................ --- By — ...................................................................
ICU in,
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CITY OF EDMONDS
250 5th AVE. N. * EDMONDS, WASHINGTON 98020 - (206) 771-3202
COMMUNITY SERVICES
February 10, 1986
Charles Morgan & Associates
Architects
7301 Beverly Lane
Edmonds, WA. 98203
Dear Mr. Morgan:
LARRY S.-NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
..Enclosed is- the information you requested on the sanitary sewers
neairoA,�@,too3ir,-4iiA�vie,.�.-S,6,6-t4, Edmonds
Please note that there is a private line from the large apartment
building to the north connecting with the 15" line west of Third and
Walnut.
If you need any further assistance or information, do not hesitate
to call me at 771-3202.
Sincerely,
RAY JOHNSON
Engineering Aide-
RJ/st
Enclosure
PUBLIC WORKS PLANNING PARKS AND RECREATION ENGINEERING
DATE: 7_Z67
MEMO TO: Permit Co dinator, Building Divisi.on
FROM: Dan Smith, Engineering inspector
ADDRESS: 'Vo
OWNER: _Y314WJ672)AJ
After review of the subject building permit application, we have the
following comments: t r
1) Construction hours are: WEEKDAYS 7:00am to 10:00pm
WEEKENDS:/HOLIDAYS 10:00am to 6:00pm
2) A Right -of -Way construction permit is required for any work on
City property.
3) Connection to City water system required.
4) Connection to City sanitary sewer system required; obtain separate
permit.
5) Water and sewer lines to be separoted by 10 foot minimum.
6) Driveway must be paved a minimum of 20 feet back from City
right-of-way; separate permit required.
7) Driveway slope not to exceed 14%.
8) Back water valve -required if downstairs plumbing is below
elevation of upstream manhole.
9) Builder/Owner responsible for,containing all temporary runoff and
erosion control on site. Construction may not impact neighboring
properties in any way.
10) No burning of construction refuse without aD I fuo F* D t.
J§STA
11) Street to be kept clean of debris, dirt, n u , a0n(PconTtrdrc)L1r
materials.- Contractor responsible for dust control.
12) Inspection requi-red on drainage system, catch basin -installation,
driveways, and sidewalks. A final engineering inspection is
required prior to the building division granting occupancy.,
-A
Ckle- r
A
'NO EXCISE TAX
REQUIRED
JUN 29 1989
--IF STORK WA
rMQrr M2 THSTAU11ATION-
00
Qq
The grantors of this easement are R. Sid Pederson. Karen Pederson. James
S. Sorrels and Mary A. Holler. They grant this easement as owners of the
following described real property. aver a portion of which said easement in
granced:
:tn;
All was Parts" of the Southeast TAI at soothaest
V
at 9-w-V at 1144tLem, 23. to-Okia SIT North. ftnes 3 811816 FJ6.
Snohomish Counts. 'ftahlACUu- assarlbod an fousess
SaginnIng at the Southeast sorner of said Southwest oust, f the
.1 southeast r Um southeast Ques-ters theme NorthT3.; tests
Wmame was r=r8% *to us we$% line PC said Southeast quarter of
W"' Souttws4t quarter of southeast WwmI theme South 63-5 t00%$
theme lost MO feet to point of beginnings
JIM the a*&% 3D5-5 test and =Z" the east 30 feet Car 7urd Assume.
rAWZ1, Ps Seat 30 Cast of West 305.3 tao% of the got" 60 rest or $am
sm""Gs quarter, at wo $emu"&% %wwww at
�167= 3&7hN11@I 2ma 3 Must. VJ6. M bmhmmLak cQuI
The Grantees of �hia easement are Vernon K. and &overly 1. 111.11ingtan. and
this easement ehall rtm in favor of the grantees' real estate. part of which is
adjacent to the grantors' property. and legally described as:
That Portion Of the WorthI quarter of the Northeast quourter of the Northeast quourter
of Section 26. Towohip 27 North. Range 3 FAst, W.H.. described as follows:
-zz-:
Conneming at the Northt,113t corner of said subdivision:
THDAZE Or441 Wnt alorg the Nxth line thereof for 30 feet to the true point of
beg-ining.
THEWX contuuje South 89*44' West along said North line for 270 feet:
THEN= South 0*19' East 50 feet:
THEN= North 89'44' EBst 190 feet:
THENIM South 0*19' East 10 feet;
IMICE North 89-441 Cast 90 feet to point 30 feet West of the E&st line of 3aid Northefft
quarter of 'the Northsast quiarter of the PorThes t quarter:
TMACE North 0*19, West 60 feet to the true point of beginning.
eh
Situate in the County of Snahomish. State of 14wiIhington.
411
VOL. 2WPAGE2007
It-
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-e - - -, - ., - " -, C.I., *, f
CITY OF EDMONDS PUBLIC WORKS DEPARTMENT
BACKFLOW DEVICE TEST REPORT
NAME OF PREMISES
SERVICE ADDRESS
LOCATION OF DEVICE
DEVICE:
Manufacturer
Model size, Serial No.
LINE PRESSURE AT TIME OF TEST LBS.
PRESSURE DROP ACROSS FIRST CHECK VALVE LBS.
CHECK!VALVE NO. V
CHECKVALVE NO.
2
DIFFERENTIAL PRES SURE RELI.EF VALVE; -
INITIAL
1. LEAKED El�
1. LEAKED
13
1. OPENED AT LBS.
TEST
2. CLOSED TIGHT
2. CLOSED'TIGHT
-A-i
LN
REDUCED PRESSUFE
2. DID
NOT OPEN
CLEANED 0
CLEANED
0
CLEANED
C1
REPLACED:
REPLACED:
REPLACED:
DISC -------------- 0
DISC — ------------
0
DISC. UPPER ---------------------
0
R
SPRING 2 ----------- O�
SPRING ------------
0
DISC.LOWER -----------------------
El
E
GUIDE ------------
GUIDE'-__-7 --------
E] -
SPRING ----------- m --------
P
-;.,PIN RET�INER ----- 0
PIti RETAINER -----
11
DIAPHRAGM ---LARGE
2
A
HINGE PIN 0
HINGE PIN --------
0
UPPER ------------- * -------------
-
I
HAT ------------- 11'
SEAT ---- :1 ----------
11
LOWER ------------------- 7 ------
E]
R
DIAPHRAGM -*---;..--- 0-
DIAPHRAGK
11
DIAPHRAGM, SMALL
s
OTHtR, "DESCRIBE 0
OTHER", DT-SCRIBE. -7 0
UPPER -------------------------
I
LOWER ---------------
SPACER,-LOWER
OTHER, DESCRIBE
FINAL
OPENED AT LBS.
TEST
CLOSED TIGHT ----- El'
CLOSED TIGHT -----
0
REDUCED PRESS
REMARKS:
THE ABOVE REPORT IS CERTFF ED TO BE TRUE:*
-'� I T'
INITIAL TffT PERFOOED BY. xi\,(— - OF DATEA2
R, RED BY DATE.,
F AL TEST PERFORMED BY OF DATE
FILE
SM 'p-p-
CITY OF EDMONDS
ASSET INFORMATION SHEET
NEW
El ADDITION
1:1 RETIREMENT
ASSET NO.
ADDITION TO ASSET NO.
DESCRIPTION
SERIAL NO.
LOCATION
DEPT. NO.
* * PURCHASE ORDER NO.
PURCHASE ORDER DATE
COST
PROJECT NUMBER w I -3,s c) �5 3 —
PROJECT COMPLETION DATE T 30
COST 93(0,d-O
B.A.R.S. ACCOUNT NO. Tl-oc)Q-QN-3�5-00(oa
ESTIMATED LIFE
INITIATED BY
DATE
APPROVED BY
**SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
,AC
^Tff-'4EE . FlLt: COUNTING ONLY
0 N
M /DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
G.L. ENTR
REFERENCE DATE
VEJIT�IED BY
PROCESSED
BATCH NO.
ktnp INITI
DEPARTMENT FILE
101vt 4.
J
�
CITY OF EDMONDS
1CONSTRUCTION
PERMIT APPLICATION
A41Z q
xm
ADWRIESS Avic S
OWNER NAMEINAME OF BUSINESS
61V
BDIVISION NO,
LID NO.
.
MAILING ADDRESS
-3
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
TESCP
APPROVED BY
CITY
TELFFHUNt.NUM BER
-77/-
EXISTING &0 - REQUIRED DEDICATION
n1 119�5
PROPOSED 40
Z
NAME
RIGHT OF WAY CONSTRUCTION PERMIT REOUIRED�
11:
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STREET USE PERMIT REQUIRED.
P _11,
ADDRESS
REVIEW BY
SEE ENGINEERING MEMO DATEP
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279h
CITY
TELEPHONE NUMBER
eA
I'Lle&
REMARKS
NA,W,p COA Zt\j
_ 4T.hl
fimk
0
ADDRESS
METER SIZE
DING SUPPLY SIZE
FIXTURE UNITS
0
1.
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0-
7
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CITY ELEPHONE NUM9Et._
EDMOAk-3 (Mk
REMARKS
0
V
STATE LICENS UIIo4qER t4q_
SIGN AREA
ENV. REVIEW.
ADB
ALLOWED PROPOSED
COMPLETE EXEMPT
Legal Description of Property - include all easement
(show below or attach two copies)
i
SHORELINE#
VARIANCE OR CU
PLANNING REVIEW BY
fn
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SETBACKS — FEET
5il
HEIGHT ILOT
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FRONT SIDE REJP
jj:�� +CC,7-
REMARKS
gt��
OYNEW 1:1
IDENTIAL PLUMBING
5;e�COMMERCIAL
ADDIALTER MECHANICAL
VAPT. BLDG. El SIGN
K F-
REPAIR
EXCAVATE FENCE
DEMOLISH 0 OR FILL I— x _FT)
CHECKED BY
zr�q
TYPE OF CONSTRUCTION
I ��_/v
CODE
111795—
HEIGHI
2_*5/_A6
CARPORT swim
REMODEL GARAGE POOL
-_
SPECIAL INSPECTOR
AREA
OCCUPANCY
GROU)?
OCCUPANT
REQUIRED
n YES NO
LOAD
WOOD STOVE/ RETAINING WALL/
INSERT ROCKERY RENEWAL
REMARKS
0
Z
0
PROGRESS INSPECTIONS PER UBC 305
Z
Io 01 two
NUMBER OF
LO
U
NUMBER OF STORIES
LtB��UNITS
DWELLING
0
NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN)
L)
y
Pf R:� Wy
VALUATION
FEE
PLAN CHECK FEE
BUILDING
PLUMBING
Af"17-
SIP
MECHANICAL
GRADINGIFILL
This Permit cove?rw6rl?ta Watrih&on OrivlWraperty ONLY.
Any construction on the public domain (curbs, sidewpiks,
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
Permit Application: 180 Days
ENERGY CODE
/a 00
Permit Limit: 1 Year - Provided WorK is Started Within 180 Days
"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
PLAN CHECK DEPOSIT
—77 _Z
a:
<
whatever nature, arising directly or indirectly from the issuance
of this permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirement of any city ordinance
0
x
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 ATTENTION
APPLICATION APPROVAL
information given is correct; and that I am the owner, or the duly
authorized agent of the owner. I agree to comply with city and THIS PERMIT
This application is not a permit until
state laws regulating construction; and In doing the work authoriz- AUTHORIZES
signed by the Building Official or his
ed thereby, erso n will be employed in violation of the Labor ONLY THE
IP -1. of mpensa-
Code tat Washington relating to Workmen's Co WORK NOTED
Deputy; and fees are paid, and receipt is
ti� �nsnce. J INSPECTION
acknowledged in space provided.
S GNAT E W OR E DATE SIGNED DEPARTMENT
OFFICIAL'S SIGNATURE DATE
CITY OF
EDMONDS
RF�, 7' DATE
900 BEND
3CKING ,
IN A
-D
kTC
',T N. /L1
%TION
7 . '
DEFLECT PIPE AT JOINTS
TO ACHIEVE ALIGNMENT
EXIST. 5' CHAIN LINK FENCE
+1 EXIST. POWER POLE
0
X J -
165 LF. 4" PVC 3' MINt.
51 FORCE MAIN CLR.
70 LF. 4" PVC FORCE MAIN
EXIST. 2'± ROCKERY TO BE
REPAIRED AS REQUIRED
EXISTING A PHALT DRIVE
FM
LEGEND:
APPROXIMATE LOCATION —
EXISTING 4" C.I. FORCE MAIN
EXIST. HOUSE EXISTING - G4VITYJ C�\
LINE TO;BE PLUGGED AT
BOTH MANHOLES AND
ABANDO�ED IN PLACE. SEE
NOTES Ii AND 12 BELOW. —
EXIST: 6' WOOD FENCE TO BE
REPAIRED AS REQUIRED
CONNECT NEW 444- PVC FORCE MAIN TO
EXISTING LINE. INSTALL BEND WITH BLOCKING
AND FITTINGS FOR CONNECTION AS REQUIRED.
FIELD., VERIFY LOCATION AND INVERT OF
EXISTING FORCE MAIN. P LU G E X I S T. 4" C. 1.
FORCE MAIN AND ABANDON.
NEW 4" FORCE MAIN
SS— EXISTING SANITARY SEWER
<:��p EXISTING SHRUBS
EXISTING SANITARY SEWER:-..
GRAVITY LINE
SEWER PRIOR TO CONSTRUCTION. INSTALL NEW 48" MH
TYPE 111 WITH TOP SLAB, MH:RING AND COVER TO
MATCH EXIST. GRADE. FORCE MAIN INVERT TO BE 0.10'
ABOVE SEWER INVERT AT MANHOLE EXIT. SEE DETAIL
TEMPORARY CONNECTION
SEE NOTE 8 BELOW.
EXIS ASPHALT DRIVE
APPROXIMATE LOCATION
EXIST. SANITARY SEWER
GRAVITY LINE
X
30,
zi
W
ROCKERY
A
30'
;7EX:ISTING
'EXISTING MH
TOP ELEV. 41.32'
11
INV. ELEV. 39.67'
OD
PLUG EXIST. 4" C.I.'FORCE MAIN
AT MH.
C;
co
Z&�
/5'
-f,b et'A-"71) lAo"e'a
7
STREL"T FILE
WALNL
HOWEI
GENERAL NOTES:i
1".
All construction shall co4orm to the -1984 . Standard Specifications for
8.
The existing sanitary sewer system i!
Municipal Public 'works Cons'truction" and standard plans as adopted by the
times. Teuporary connections are to
I . -ents established at City'hearings on
.City of Edmonds, and any requiren
in operation. Any damage which occw
this project.
being kept in operation shall be the
2.
The.Contractor shall notif y the City of Edmonds Department of Public
9.
Existing house and foundation to bel
Works 24 hours prior to and 'during work and obtain all required. permits
damage shall be fully repaired by Cor
prior to construction. C6htractor to obtain approval of and coordinate
with apartment owner prior! to construction.
10.
New 48-inch manhole to be channeled i
3.
T . he Contractor shall notif i y the City of Edmonds Department of Public
U.
Field verify that side sewer on exisi
Works -prior to backf illin4, utilities
gravity line to be abandoned prior b
4.
Existing undeiground facilities have been shown on these dr*ings; for the
12.
Plugging of -sanitary sewer lines to]
purpose�6f asdisting the ontrb6tor in locating said. lacil tie_� -the
C' Jn
12-inch penetration that will assure
112
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rc > 61 " u) T tA 4 Q G
Gvd� u rr-t -FLD%,j OU7, 0 �P L-1 `d6k
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TOE OF�CUT OR 'FILL BANK
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EX 4" HtGH CEDAR FENCE RAGE
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F.F 0
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NG
BUT,,LDI AO*
PROPi C. TYPE, I,
3
Lu
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0. PROIP,� C#B, TYPE IL 48"0
SEWER EASEMENT
EXIST. SANITARY PROP, STORM DRAIN
c v eel>
�2 j
r.L X-7 Vra
PE I
'-2 HIGH ROCKERN
EX. 4'� HIGH, CEDAR FENCE: C,B,#2 TY
4f RIM EL,', 37#1
C,B.#3 JYPE II TO'BE REPLACED BY, _7
25.5' LINK FENCE LE,. 60 W =37.0,
RIM EL.= 28. HIGH CHAIN
I.E. 6' E= 25.5 LEAVE,� 2�, [00 [PENY'NO.
B*M. ls�' S. SIDE OF M.H. 1,:�
EX. 2-4" SAN. SEVER E. 24W=23,5� 1N, EXTRUDED UUKd, t UK
FRAME, 9LEVO-i:41.34
PUMP DISCH, PIPE 'OVERFLOW OF RUNOFF'TO
SCALEi 1' 20'
SOUTH IN EMERGENCY
j_
(SEE PROFILE, BELOW FOR PIPE INFORMATION
CONSTR ION NOTES
ucT
3:
1., ALL WORK'&� MATERIALS SHALL ''BE IN ACCORDANCE WITH CITY OF EDMONDS STANDARDS
E DEP TMINf. OF T�ANSPORTATION* STANDARD SPECIFICATIONS FOR
AND WASHINGTON STAT
ROAD AND-B
50, RIDGE CONSTRUCT -ION, 1988 EDITION (WSDOT SPEC),',;
50.
FOOTING DRAINS SHALL BE CONNECTED TO THE STORM
...... OUTS AND
...... P.- ALL BUILDING DOWNSP
ENT OF PUBLIC WORKS.
,TY
Ak EL. I...
..... .. . ...... C.B.#a DRAINAGE SYSTEM UNLESS OTHERWISE APPROVED BY DEPARTM
...... FLOW WT. ... ......... ...... OR RESTORATION OF STREET PAVEMENT, CURB, GUTTER,
3. ANY REQUIRED REPAW,' Lo
Z r
SIDEWALK ETC, SHALL BE TO CITY OF EDMONDS STANDARDS.
.......... 1 1. E,' 8 0 T ..........
...... 4. AT BEGINNING OF CONSTRUCTION CONTRACTOR SHALL. INSTALL 10 WIDE BY 50' LONG BY*
.... .. . ......... ...... ...... An r-4
T v
...... ........ ........ 6' DEEP TEMPORARY' C13NSTRUCTION ENTERANCE OF 40-64�QUAORY SPALLS. L
.40
S - 31 -TI; ..... DO,WNSTREAl-vir",
bf $E:E- DETAIL, JHiS SW: Z�
. ...... FINISHP*D. GRA I r 1 10-
INVERT= 4.6., PROTF�' Nb: ... 11 ... 5. ALL PIPE SHALL BE LAID EIN'A PROPERLY.OREPARED FOUNDATION ACC13RDING TO,
PIPE DE AT� 1� PIPE
-02,30). THIS SHALL INCLUDE, NECESSARY LEVELING OF' THE' TRENCH
'PRE-MfX- CONC', J..4 r__
WITH 4-� bi '�AO& OF WSDOT SPEC 7
BOTTOM OR THE TOP OF THE FOUND TION 8ATERIAL:AS WELL,_ AS PLACEMENT, AND
C,
THE' Lli
'CINDER, 'BESME'� AND: . ....... EXISTING' GROUND
JPY'PLACtNG' WS
3 COMPACTION OF ANY: REQUIRED BEDDDING MATERIAL TO UNIFORM GRADE SO THATL
ONJOP� OF JHE'P
AT' &:PIPE�
...... ...... ENTIRE LENGTH OF THE PIPE, SHALL BE SUPPORTED ON' A., UNIFORMLY DENSE, UNYIELDING
...... ......
. .... ............
IPE ...
�_j
301
BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE'
N TEl.' BOTTMi:_OF' FOOTINGS .....
;ITFPE 7F, �s
REQUIREMENTS FOR #GRAVEL",: BACKFILL FO'R� PIPE BEDDING',THE FIRST LIFT (IF PIPE
M ST: BE.' NEI 1MOK TI
4AN BEDDING MAY BE OMMJTED'� PROVIDED THE MATERIAL IN THE BOTTOM. OF THE TRENCH IS
....... � RIM* EL.' 1 :V:
Sd
........ A OVE: TQP -[-,-.IF, P[PE
/7 I.E. �W NW6 1510'. ...... -LDING BASE.
SENED, REGRADED. AND COMPACTED TO FQRM A DENSE, UNYIE
6. 8' STORM DR _-PlPE7S9ALLBE HELICAL- AWAINUWVITH72-��2/3o� va,
FdbfING, LOAbS� 41'Ll'' ... ....
LOO
;ILEL. 6�- :E NOT .. ..... D,
AIN
VCRU
E-55,457"T. ....... L11:-1.1 I'll
2G
NUM,CMP SHALL MEET`,T
Po JIREMENTS [IF AASHTO M-196 & M-
CORRUGATIONS. ALUMI HE REQU
29, ; .......... ......... ..... ..
RIM'EL'
197, 6,� STORM DRAIN PIPE. AND FITTINGS SHALL BE . SDR �35 PER ASTM, D-�3034.
-E 6'
'2,5,5 . . ..........
J: E`
Z-17 C-.B;#4
'RELATIVE,
:,TTE� ........ . 7. UNLESS SHOWN OTHERWISE, CATCH BASINS ARE TO BE LOCATED. TO CURBSI >
I.E.
...... 2-4'V=23 ......
ETC AS, INDICATED, 'SEE THE ARCHIT
........ STRIPING,
�N L.=. 25,1
'99.
.......... ECfURAL' SITE PLAN. FOR', THE, EXACT
� ......... ....... .... i ''
LOCATION'L� OF BUILD
.............
. . . . . VE 9* 'SE: �=88.5
INGSo CURBS.. 'SIDEWALKSj�, ETC.'�RELATIVE T PR13PERTY LINES.,
"LOCIATION, EX,12 ...... :,i ....
W-
........... . I N
PLANS APPROXIMATE 'A B
B. BURIED UTIL TY LOCATIONS, -SHOW ON TH
...... SE-W-ER .............. 10 , 1, 1�1
-.22 ...... EST.'' THEY
lo T,
............. . ......... -ANIT-r� * ......
10i . .......
ARE BASED, ON 14APS'�',SUPPLIED BY THE.-CITY.'AND 'VERBAL INPORMATI13N'.'AND'LIMITED LL
DISCH, PIPE. RELAY AS,
FIELD VERIFICATION." ;CONTRACTOR SHALL CONTACT "ALL LOCAL UTILITY,� OWNERS FOR'
IREQD TO AVOID,�NEW'8*
LOCATION OF THEIR UTILITIES 'PRIOR TO ANY EXCAVATION#
IF
THE CONTRACTOR'SUSPECTS, AN'ERROR, OMMISSIOK'�PR DISCREPANCY, HE, SHALL,
CONTACT THE ENGINEER AT 365- 9435 PRIOR'TO, FURNISHING., RELATED MATERIALS OR
PROFILE.
WORK.
HORIZ. SCALE, 1* 20' 'VERT. SCALEi 1' 10" 10-PROJF*CT BM IS THE SOUTH RIM -OF AN EXISTING SAN. SEWER MANHOLE. NEAR- THE.,SGUTH-
PROPERTY LINE, ELE'V. 41,34
OFFSET FRAME &,LADDER STEPS
SO CLEANOUT GATE IS VISIBLE
FROM TOP & CLIMBDOWN SPACE
IS CLEAR OF RISER & CLEAN -
OUT GATE
24' ROUND M.H. FRAME COVER WITH
LOCKING BOLTS
ELVI 28
f I I -
ELV, = 26.3
STD, GALV. STEEL OR ALUM. ELV. = 25,5
LADDER STEPS�
PIPE SUPPORT
500#1 CAPACITY CHAINJO BE
SLACK WHEN GATE IS DOWN,
FASTEN tHAIN T13 M.H. FRAME
CLEANOUT GATE TO BE,.(A) SHEAR
CB.' TYPE II
GATE,, IRON BODY, BRONZE GATE
BY DLYMPIC FNDRY OR (B) LIFT
GATE NO, C/C/I-LG BY CAS-
CADE CULVERT, INC.
24" CM DETENTION PIPE -----------i.E.�' 23.3
237:3
NOTESi ELV. 21.3
1. PIPE SIZES & SLOPES PER PLAN
2. ALL`METAL,PART� TO BE CORRO
SION. RESISTANT. GALV. STL
WELD:ROqND PLATE
PIPE TO HAVE ASPH. TRT. I OR
WATERTIGHT TO
BETTER (WSDOT SPEC)
3. DO NOT SCALE THIS DRAWING ELVs 19,31, BOTTOM ' END -.PIPE.
DRILL ORIFICE
DIA. 3/8'
DIA, =, 48'
FLOW CONTROL MANHOLE
NOT TO.�SCALE
lWPAV7q
50-11
40
30
go
10
m
PUBLIC
WETLANDS
EXIST, SANITARY SEWER EASEMENT
EX. 2'-4' SAN, SEWER
PUMP DISCH. PIPE
FLOW CONT. Milli
RIM=28
I.E. 41- 81� OUT=
I.El, 24' IN=2313
SEE DETAIL THIS SHT
LEGEND
WIDE DRIVEWAY &
INSTALL NEW 24'
TEMPORARY,QUARRY�SPALL ENTERANCE PROPOSED ROCKERY (SEE ARCH,
EX, HOUSE PER CUNgtgUCTION'NOTES PLANS FOR DETAILS
374 EX. SPOT ELEV.
E IST, 6" HIGH CHAIN LINK FENCE 39.2 FINISHED SPOT ELEVATION
Xi
eall
......... 4 il f
40— EX. CONTOUR
40 PROPOSED CONTOUR
TO- HAL, DRIVEWAY
Sp
IT
, I PROPOSED'
v-PROPOSED 5 U 4^01 TOP OF CUT OR FILL BANK
Hou�E x
GARAGE tp
.0 TOE OF CUT OR FILL BANK
BUILDING
AO
to
E3
395'� PROP. C.B. TYPE I
................
PROP. C.B, TYPE'IL 48'0
d
i �.j
PROP, STORM DRAIN m
0,
0.
PIP
GF
GH"POCKERY
EX. 4' HIGH CEDAR FENCE C11142 4TYPE I
B*3 TYPE II TO BE REPLACED BY* R�IM EL.= 39.1
RIM EL.= 28 HIGH CHAIN LINK FENCE I'E., 60 47.0
LE, 6 E= ks
LEAVE P COO GPENf
E. 24lW::;R3.5 is So SIDE OF Moll.
IN EXTRUDEDCURB FOR
IFRAME
a;_EL V.=41.34
OVERFLOW'.'OF,-RUNOFF'T
SCALE, V 20'
SOUTH IN EMERGENCY.
(SEE, PROFILE BELOW FOR PIPE, INFORMATION)
CONSTRUCTION NOTES
19 ALL WORK & MATERIALS SHALL BE IN,,ACCORDANCE WITH, CITY OF EDMONDS STANDARDS
AND WASHINGTON STATE DEPARTMENT �OF TRANSPORTATION STANDARD SPECIFICATIONS FOR <
50 ROAD AND BRIDGE CONSTRUCTION, 1988, EDITION (WSDOT SPEC).'
Li
2. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS1 SHALL BE CONNECTED TO THE STORM 0_
LESS OTHERWISE APPROVED BY DEPARTMENT OF PUBLIC WORKS,
DRAINAGE SYSTEM UN
RIM: ifL_:j9jl.
....... ...... ll'.�-'�:_ 3. ANY REQUIRED REPAIR OR RESTORATION :OF STREET PAVEMENT, CURB, GUTTER�
SIDEWALI<, ETC. SHALL BE T13 CITY OF EDMONDS STANDARDS, L
4. AT BEGINNING OF CONSTRUCTION C13NTRACTUR SHALL INSTALL 10' WIDE BY 50' LONG BY
-.� .......... ..... ___,_.. -, I - - " � - - - - � z
40 LD
...... 60DEEP TEMPORARY CONSTRUCTION ENTERANCE 13F 4#-61 QUARRY 'SPALLS.'
z j
FINISH D: GRADE �;T �,PIPE 5, ALL PIPE SHALL, BE LAID'ON A PR13PERLY PREPARED FOUNDATION 'ACCORDING TO
0.,
LEVELING 13F THE TRENCH
...... WSDOT, SPEC 7-02.3(1). THIS - SHALL, INCLUDE NECESSARY
XISfING: GROUND ......
OF' THE FOUNDATION MATERIAL AS WELL As, 'PLACEMENT, AND
BOTTOM OR,THE,TOP
COMPACTION OF; ANY REQUIRED BEDDDING MATERIAL TO UNIFORM" GRADE SO THAT, THE
Li
.... . ......... . ..... 30 -ENTIRE- LENGTH'OF THE PIPE,SHALL BE SUPPORTED., ON'A",UNIF'EIRMLY DENSE. UNYIELDING
TTO�: MATERIAL IN JHE BOTTOM, OF THE TRE14CH'MtETS
OF:FDOT Gs ..... BASES IF THE NATIVE
S,
THE
. ........ NETEt'ola f
....... REQUIREMENT SI', FOR OGRAVELBACKFILL_�' OR PIPE BEDDING' THE- FIRST LIFT- OF PIPE
T: BE, NQ* JMU BEDDING MAY BE, OMMITED PROVIDED 7
:Mt S RE'THAr. ,06 . "
HE MATERIAL IN THE B13TTOM OF . THE TRENCH IS,
Ld
..........
.... .. -BASE.
QkM A, DENSE, UNYIELDING
fOOTiN LOOSENED, - REGRADED AND COMPACTEDJO, F
Al OVE- -TQP�:�
LOATS- -VILL Nql',T� -
PIP"HALL LUMINUMWITH-2-
V
CORRUGATIONS ALUMIN` M CMP,
7,1—Lk
� io
_yp
6, 811 STORM 1RAIN :L-ICA"
S ALL �,AEET THE REQUIREMENTS 0 -196 & M;--
H F, AA$HTO,-M
.197. 6`% STIj TTINGS, SHALL l3t SDR-: 35, PER ASTM D-304. D
RIM:EL �81.
I.E., 6*,' E�= `g5.5 RM DRAIN, PIP't AN,D_FI <
_7 UNLESS SHdWW]3THiEk`WiSE CATCH , BMINS ARE T13 BE LOCATED RELATIVE TO CURB$j, W.
LE, 24� W=23A
TC AS DICATED, SEE THE ARCHITECTURAL SITE'PLAN F13R THE 'EXACT
...... ........ STRIPING, E IN
.............. Cr J,(
4'<'I:
LOCATION OF BUILDINGS, CURBSo SIDEWALKS, ET 4 RELATNEJO PROPERTY LINES. <
.. ........... . ........ "na, I J14 � P1 ANJIZ� A91— AT =*Vr , T r*V
So BURIEI)'UTILITY,'Ln Att R SH'' mw - A0PQ JeTMAT
10
AREAIASED�'ON MAPS SUPPLIED, BY 'THE �tITY AND. VERBAL INFORMATION AND LIMITED
FIELD VERIFICATION. � CONTRACTOR SHALL - CONTACT ALL LOCAL UTILITY - OWNERS FOR
LUUA I WN U� I HL.11< U I 1LI I ILS FKIU�W'T � ANY EXCAVATIO V.)
9. IF THE CONTRACTOR SUSPECTS'AN' ERROR,,, OMMISSION� OR DISCREPANCY HE SHALL
CONTACT THE ENdINEER,Af 365-9433��:PRIOR TO FURNISHING RELATED 'MATERIALS OR
PR
24' ROUND M.H.
FRAME & COVER WITH
OFFSET FRAME & LADDER STEP-9
LOCKING BOLTS
SO CLEANDUT GATE IS VISIBLE
FROM TOP & CLIM13DOWN SPACE
ELV.: '28
IS CLEAR OF RISER & CLEAN—
OUT�GATE
ELV. 26.'3
STDo GALV. STEEL OR 'ALUM.
ELV. 25.5
LAbDER STEPS,
PIPE.SUPPORT
500# CAPACITY CHAIN TO BE
SLACK WHEN GATE IS DOWN.
FASTEN CHAIN TO M.H. FRAME
CLEANOUT GATE TO, BE� (A)
GATF, IRON BODY, BR13NZE 15ATE
Cit. TYPE Il,
BY OLYMPIC FNDRY OR (B) LIFT
GATE NO. C/C/I_LG BY CAS—
I
-A
CADE CULVERT, INC.
24' C M DETENTION PIPE
I.Em 23.3
LE, 23.3
NOTESi
1. PIPE SIZES & SLOPES PER PLAN
ELV, 21.3
JUN 2 2
2. ALL METAL PARTS TO BE CORRO—
t t
SION RESISTANT, GALV. STL
PIPE TO HAVE A , SPH. TRT. I OR
'WELD ROUND PLATE
PERMIT COUt!Tt,'
BETTER (WSDOT SPEC)
WATERTIGHT TO
3. DO NOT SCALE THIS DRAWING
V. 19.3
BOTTOM * END PIPE.
F
DRILL ORIFICE
DIA. 3/8*
DIA. 48'
FLOW CONTROL MANHOLE
NOT TD,SCAILE
:'SIH EE T" 9,
-./,. w17 ap—
j u
prt Jim.
FIELD VERIFY LOCATION AND DEPTH OF EXISTING
SEWER PRIOR TO CONSTRUCTION. INSTALL NEW 48" MH
TYPE 3Z WITH TOP SLAB, MH RING AND COVER TO
MATCH EXIST. GRADE. FORCE MAIN INVERT TO BE 0.10'
INSTALL 900 BEND EXIST. 5' CHAIN LINK FENCE ABOVE SEWER INVERT AT MANHOLE EXIT.
WITH BLOCKING
EXIST. POWER POLE TE
rrIlp SEE NOTE 8 BELOW. 30'
MPORARY CONNECTION
PATCH PAVEMENT FOR cz:�
INSTALLATION OF NEW
FORCE MAIN. EXISTING >f
ASPHALT TO BE CUT IN A
NEAT LINE AND TACKED
BEFORE PATCHING. PATC / >_ IT
TO MATCH EXIST. SECT N�///
MINIMUM 4" CRUSHED ROC
2 " ASPHALT CEMENT
CLASS B.
EXIST. LIFT STATION
TOP ELEV. 19.37'
FORCE MAIN INVERT
TO BE 0.10' ABOVE
GRAVITY LINE INVERT
AT M.H. EXIT,,
4" FORCE MAIN
165 LF. 4" PVC
5 FORCE MAIN —
70 LF. 4" PVC FORCE MAIN
EXIST. 2'± ROCKERY TO BE
REPAIRED AS REQUIRED
EMIN.Ji 7— —7-
-7-7.1MIJAI _r
E 4
E��ASPHALT DRIV
z
EXIST. HOUSE EXISTING GRAVITY
-L-INE-1`O`15E*`PLUGGED AT (P APPROXIMATE LOCATION'
BOTH MANHOLES AND EXIST. SANITARY SEWER
ABANDONEb IN PLACE. SE�E GRAVITY LINE
NOTES 11 AND 12 BELOW.
EXIST: 6' WOOD FENCE TO BE
REPAIRED AS REQUIRED
EXI /TING /ASPHA/LT DR/IVE
/ / / / FIA/
MAIN
T NEW 4" PVC FORCE MAIN TO
ISTING LINE. INSTALL BEND WITH BLOCKING
AND FITTINGS FOR CONNECTION AS REQUIRED.
FIELD VERIFY LOCATION AND INVERT OF
EXISTING FORCE MAIN. VEHICLE ACCESS TO
BE MAINTAINED AT ALL TIMES.
EXISTING RO
6
W
n
ZI
W
EXISTING MH
TOP ELEV. 41.32'
INV. ELEV. 39.67'
C',
PLUG EXIST. 4" C.I. FORCE MAIN
AT MH.
LEGEND:
GENERAL NOTES:
NEW 4" FORCE MAIN
1.
All construction shall conform to the "1984 Standard Specifications for
Municipal Public Works Construction" and standard plans as adopted by the
_ss- EXISTING SANITARY SEWER
City of Edmonds, and any requirements established, at City hearings on
this project.
EXISTING SHRUBS
2.
The Contractor. shall notify the City of Edmonds Department of Public
Works 24 hours . prior to and dui,Lng work and obtain all required, permits
prior to construction. Contractitor to obtain approval of and coordinate
with apartment owner prior to construction.
EXISTING SANITARY SEWER
3.
The Contractor shall notify the',City of Edmonds Department of Public
Works prior to backf illinij utilities.
GRAVITY LINE
4.
Existing underground facilities;' have been shown on these drawings for the
purpose of assisting the Contractor in locating said facilities in the
field. The Contractor shall bd responsible for checking actual locations
PROVIDE CHANNELING
in the field and check I ing with I appropriate agencies that may have
TO 6" DEPTH
underground facilities.within the project limits. The Contractor shall
be solely responsible for any damage to underground facilities resulting
from his operations.
5.
Acopy of these approved plans rust be on the job site whenever
construction is in progress.
6.
All shrubs/trees that are -disturbed by- construction shall be root balled
prior to removal and stored on property. , Replant trees and shrubs equal
to existing conditions on site prior to work or relocate as directed by
the owner..
7.
All pipe and fittings shall be ASIM D2241 SDR 26 PVC 1120 pressure pipe,
Class 160 with rubber gaskets. Force main shall be installed with
EXISTING GRAVITY LINE
18-inch minimum cover except ashoted on plan. Blocking on all fittings
TO BE PLUGGED
to have minimum of 2 cubic feet of concrete poured against undisturbed
soil with 3/4-inch.anchor bolts to resist resultant forces. Bedding of
the pipe shall conform to Section 7-10.3(09)B, "Flexible Pipe," which
requires 3/8-inch minus sand/gravel mixture placed to a depth of 4 inches
under the pipe, and extending 6 inches over 'the crown of the pipe.
48 INCH MANHOLE. DETAIL
N.TS.
a
WALNUT ST. 4
HOWELL WAY
8. The existing sanitary sewer system is to remain in operation at all
times. Temporary connections are to be made as required to keep system
in operation. Any damage which occurs as the result of the system not
being kept in operation shall be the Contractor's responsibility.
9. Existing house and foundation to be protected during construction. Any
damage shall be fully repaired by Contractor.
10. New 48-inch manhole to be channeled to a minimum 6-inch depth.
11. Field verify that side sewer on existing house is not connected'to
gravity line to be abandoned prior to abandoning that line.
12. Plugging of sanitary sewer lines to be with non -shrink grout to a minimum
12-inch penetration that will assure a watertight and leakproof seal.
,. Vf V I F, - r)
FEB PRINTED
ENGINEERING FEB 17 1M
RM UWDLEMN & ASSOCAM
SANITARY SEWER PLAN
FOR
ROBERT CASTEEL
IN PTN. NEI/4, NEI/4, SEC. 26, T.27N., R.3E., W.M.
EDMONDS, WASHINGTON
m ng gt