24014 74TH AVE W.PDF111111111111
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24014 74TH AVE W
090-19"-
City of Edmon&
Critical Areas Checkli . st
'17he Critical Areas Checklist contained on
this form is to be filled out by any person
preparing a Development Permit
Application for the City of Edmonds prior
to his/her submittal of a development
permit to the City.
The purposeof the Checklist is to enable
City staff to determine whethwer any
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
ChecIdist should be easily available from
observations of the site or data available -at
City Hall (Cri&W Areas inventories, maps,
or soil surveys). -
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
and submit it to the City. The City will
review the checklist. make a precursory site
visk'and nuke a determination of the
subsequent steps necMarY to complete a
development permit application. '
With a signedcopy of this form, the
aPPlic2nt should also submit a vicinity map
or plot plan for mcuvIdual lots -of the Fa—rcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall indude
Other Pertinent information (eg. tate
plan, topegrVhY Map, etc.) or studies in
CORiuuction with this ' -CbecIdW to awist
staff in Completing their preruninary
assessmentof the site.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill Out the appropriate column below).
Owner I Applicant:
19 Y, ev,) e"
Name
t Address
City, State, ZIP Phone
X
Date
Signature
Applicant Representative:
Nam
Street Address
City, State, ZdP Phone
Signa
J� /4ate
Site Information
1.
2.
3.
4.
5.
%--,% Nu.
Critical Areas Checklist
(SOils/tOPography/hydr,ology/vegetation)
A.. 3
Site Address/Location:
al. Edent.-&-4;
Property Tax Account Number:
Approximate Site Size (acres or square feet):
Is this site currently developed? X yes; no.
If yes; how is site developed?_5> !YYJ& --u�r�s
Describe the general site topography- Check all d= 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 I 0-feet over a
horizontal distance Of less than 33-feet)-
Other (please describe):
6. Site contains areas of year-round standing water _Z
C1_1 _ ;Approx. Depth: C/Y
7. Site contains areas of seasonal standing water: Approx. Depth: C11
What season(s) of the year?
8. Site is in the floodway__1C/_)_ ffoodplain of a water course.
9. Siteeontains a or an area where water flows ac,.W thegrounds surface? Flows are ye:ar-
round? Flows are seasonal? (What time of year?
10. Site is primarily: forested ;meadow —;shrubs mixed
urban landscaped (lawn,shrubs etc)
I I - Obvious wetland is present on site:
1. Site is Zo For City Staff Use Only
ned?
2. �CS rnapped soil type(s)? A_t4RL,9j _g
CA4Z8
3. Wetland inventory or C.A. rnap indicates wetland present on site?
Ju
4'-"- :-.-.Critical Areas inventory or C.A. rnap indicates Critical Area on site?
5.. 'Site within designated earth subsidence landslide hazard area?
6- 'S':it e aesiiignated on the Environmentally Sensitive Areas Map?
D �RMWATION
DY REQUIRED CONDMONAL WAIVER
WAIVER,,,`-
Revie wed by:—. 7 z1z4__
_Prafi�ier Die
Rcv01/04194
City of Edmonds I'll "a- I'll
PERMIT EXPIRES / - / U
SIDE SEWER PERMIT %.,Vf
Address of Construction: 7_� & AL U) 3, LID #
Property Tax Account Parcel No.
Attach copies of all access and utility easement I "I r 4 Verified and Approved b
Owner and/or Contractor: SQL&CJVW2U) ko
Contractor License#: 9�2C40'R7 Building Permit#:
'00'�_ I
ZeSingle Family Invasion into City *Right -of Way: R Yes R1_N*o
Fj Multi -Family (No. of Units
F� Commercial (No. of Units
*RW Construction Permit #
Cross other "Private Property: F� Yes
Ej XNo
R Public "Attach legal description and copy of recorded easement.
lk� J. " Ownej�� 6 ' 12-
Owner or contractor signature and Icknowledgement statement: Date
By signing for this permit I certify that I have read the City's public handout entitled
ide Sewer Specifications, and shall comply with all City requirements outlined therein.
9 CALL DIAL -A -DIG (1-8004ilr-5555) BEFORE ANY EXCAVATION W
W FOR INSPECTION CALL 425-771-0220 extension L3X W
24 HOUR NOTICE REOUIRED FOR ALL INSPECTION REQUESTS
................
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Per Repair Fee $ Issued By:
Trunk Charge $ Date Issued: Z_ r lo Z_
Assessment Fee $ Receipt No:
City Permit Surcharge Fee $5.00 Total Fees Paid $
NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN
INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED.
Job Site Ready YES NO —Date: Initial:
Partial Inspection: Date: Initial:
Partial Inspection: Date: Initial:
FINAL INSPECTION APPROVED: Date: Lk 11:5 id2_ initial: D61 As -built to Street File:
11, PERMIT MUST BE POSTED ON JOB SITE t-
White Copy: File Green Copy: Inspector Buff Copy: Applicant
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own on the
CiTY 01 7 V, 7
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1101 7.'
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I lit -
PVT DRIVE
CITY OF EPMONDS SIDE SEWER AS- BUILT �
ADDRESS SCALE
7023 - 174 ST SW NTS
HOMEOWNER CONTRACTOR
-SOUNDVIEW HOMES
DATE DRAWN PERMIT
01/28/2005 BY SIBREL NO. 9626
--r'ffv"cA&'5 P-!S. —110
ZONE
SETBACKS:
Go FRONT
v SIDE
41b REAR
"o OTHER
l;LG 10 HEIG iT
ac.,,,0TABLE TIGHTLINE
Z 4943 REGIST ED
AR H Ec
I w TI
MLATFFlX-
20'
SD-
78 10
PROPOSED LOT SERVICES FOR
DRIVEWA)
ELECTRICAL, TELEPHONE, TELE\IISION,
AND GAS UTILITIES TO BE
WATER
LOCATED IN THE SOUTH 3' OF
THE EASEMENT.
THE CONTRACTOR SHALL COORDINATE
WITH THE OWNER AND ALL UTILITY
COMPANIES FOR THIS WORK.
Hr=I&HT CAL -a. WATER 91 SEWER
A 308.0 �NSPECTICNS REaJ—.-m
B 307.0
C 304.3 CALL 426-771-0220 EXT. 11326
D 305.5 -
TOTAL 1224.8 % 4 = 306.2 9,'Sl :-- -3�1
SHORT PLAT
PLAT NOMSM!!�,
-6� 0 12 5 TO 15
FOOTING DRAI 140'
N 4(
9uFl�F==1 TO BE TIED ItllrO
SITIM PLAN
SM OCHMIRAL NOTES
Are^, A, k PIP
Cvec�� I'l"71 X0
'sv
15� OWN ER/CONTRACTOR IS RESPONSIBLE
FOR EROSION CONTROL AND DAMAGE
APPRUVE-D BY ENGINEERINSTREET FILE
Date: o -z-
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Oritical Areas CheckficsAt 6
A
eq - -V Uj
Site Information (soils/topography/hydrology/v tion) cr-T
T A
e.)+ '73?�73
1. Site Address&=tion: 7eIr" W1, F-i-4nort-Ab L41�4,
2. Property Tax A=unt Number: C-20.5"
3. Approximate Site Size (acresor square feet):
4. Is this site currently developed? _yes; 'K no.
If yes; how is site developed?
5. Describe the general site topography. Check all that apply.
N?
4Ag7
X Flat: less than 5-feet elevation change over entire site. '14 14 ?
Rolling: slopes on site genera4y less than 15% (a vertical rise. of 10-feet over a 1-9se
horizontal distance of 6&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 I 0-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 containsareas of seasonal stand* water: ;Approx. Depth:
What season(s) of the year? 7 -
8. Site is in the floodway floodplain of a water course.
9. Site contains a cjv* or an area where water flows acr9ss the grounds surface? Flows �Fe year-
round'7 Flows are seasonal? (what time of year?
10. Site is primarily: forested Meadow shrubs mixed
urban landscaped (lawnJjj*t9A*,W
11. Obvious wetland is present on site:
-For City Staff Use Only
1 . Site is ZoneP. F, S — 'OV
2.. kS tmpped soil type(s)? 411&�w� L -�,j 10C Z—YZ,
3. Wedand inventory or CA. nmp indicates wetland present on site?
4;-�- :-,Critical Areas inventory or C.A. amp indicates Critical Area on site?
5. 'Site within designated earth subsidence landslide.hazard area?
6. Site designated on the Environmentally Sensitive Areas Map? A-110
.DETERMINATION
""�;rUDY-REOUIRED
CONDUIONAL WAIVER
W AIVER,
Reviewed by: I. -A
Date
RevOIA)"4
890 - 19cl—
City of E&mon&
Critical Areas Checklist
lie Critical Areas Checklistcontained on
this form is to be filled out by any person
preparing a Development Permit
Application -for the City of Edmonds prior
to his/her submittal of a development
permit to the City.
The purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should be easily available from
observations of the site or data available at
City Hall (Critical Areas inventories, maps,
or soil surveys).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
and submit it to theCity. The City will
review the checidist, make a precursory site
visit, md xnake a determinationof the
subsequent steps necessary to complete a
development permit application.
With a signed copy of this form, the
applicam should also submit a'vicinity map
or pkit plan for individual lots of the parcel
with enougb detail dw City staff can find
and identify the subject parrel(s). In
addition, the app'licant shall include
other pertinent information (eg. site
plan, topography -amp, etc.) or studies in
coq1unction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
I have completed the attached Critical Area Checklist andattest that the answers provided are
hactual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
Applicant Representative:
/Yn of')
='e_-Hxea
Name Nam . I - —)
4
2_� V_ -7 �_Ilq
Street Address
.rJ
City, State, ZIP Phone
Signature D'ate
;7�
Address
City, State, ZIP Phone
15-1.21MI2,
Si—gna(u& Date
Clarence Coffelt
Fde No. S-97-71
Pap 3 of 5
Lot 1:
Street Setbacks:
From the east property line (72nd Avenue West).
Side Setbacks:
From the southern edge of the proposed 15 foot
access easement and from the south property line.
Rear Setback:
From the west property line.
Lot 2:
Street Setbacks:
N/A
.Side Setbacks:
From all property lines and access easements.
Rear Setback:
N/A
Lot 3:
Street Setbacks:
N/A
Side Setbacks:
From all property lines and access easements.
Rear Setback:
N/A
Lot 4:
Street Setbacks:
N/A
Side Setbacks:
From all property lines and access easements.
Rear Setback:
N/A
d) Corner Lots: No comer lot is proposed.
2. Lot arrangement to topography: Satisfactory.
3. Lot Coverage of Existing Buildings on Proposed Lots: 35% maximum
lot coverage is allowed.
There are no existing buildings located on the site.
4. Zoning: The subject property is zoned RS-8 (single residential family with a minimum
8,000 square foot lot size requirement) and the proposed development appears to be consistent
with the zoning code.
5. Consistent with the purposes of the Zoning Ordinance? Yes.
B. Conformance to Comprehensive Plan:
1. Conforms to the policies of the Comprehensive Plan? Yes.
C. Environmental Assessment:
1. Is this site identified on the City's Environmentally Sensitive Areas Map? No.
2. Is an Environmental Checklist Required for this application? No,
D. Critical Areas Review:
1. Critical Areas Review number: CA-94-149 and CA-96-11 1.
2. Results of Critical Areas Review: A waiver from the requirement to complete a study
was issued. -
S9771F.DOC / July 17.1997 / Staff Report
0
CA FILE NO.
Critical Areas Checklist
Site Information (soils/topogmphy/hydrglogy/vegetation)
RECEIVED
1. Site Address/Location: 9- PZ
J U L 12 1994
2. Property Tax Account Number: A /0 0j-7
3. Approximate Site Size (acres or square feet): j,'/ OeO9 25, PERMIT COUNTER
1
4. Is this site currently developed? --)t—yes; no.
If yes; how is site
5. Describe the general site topography. Check all dug apply.
�c- 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 distan�e of less than 33-fed).
Other (please describe):
6. Site contains areas of year-round standing water: W -; Approx. Depth:
7. Site contains areas of seasonal standing water: A0 Approx. Depth:
What season(s) of the year?
I
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? �U Flows are seasonal? (Wbat time of year?
10. Site is primarily: forested meadow shrubs mixed
urban landscaped Qawn,shrubs etc)
11. Obvious wedand is present on site:
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(ORTACT M4N
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A coordinated utility environment which maximizesjoint utility opporamities to provide quality servicefor thecitizens ofEklmonds
........................................
YOU WILL BE GIVEN A CONFIRMATION NUMBER BY EACH
Ul [1XI'Y ONCE YOU HAVE INFORMED THEM OF YOUR PROJECT.
SrTE ADDRESS: Wm A K-
# t 2,
Ri& AMem — 425-670-3208 You will need to provide PUD with a site plan and a completed
New Service Questionnaire.
PUGET
SOUND #
ENERGY
New Customer Construction Call to verify gas availability and to coordinate service install.
Department - 1-888-321-7779 You will need to provide parcel number,� contact phone number
and mailing address.
1# ?Pool
You will need to provide Verizon with the location of your
Dow Braniney — 425-7lo-4118 project, total line requirement, and the date in Which service is
required. A copy of your development plan may be required.
IDEBAN
#
AW KPROA ND -
You will need to proved AT & T Broadband with the location of
2.53-437-6go6 or e-mail: Your project, a copy of your development and site plan (digital
wa-ope-north@broadband.atLcom copy if available.) The date in which am -vice is required and a
list of contact names, phone numbers & mailinit addresses.
You will need to provide OVWSD with the survey map of your
Steve Dunphy - 425-774-7769
For customers in Olympic View service Area site and complete a development information form.
THIS- FORM MUST BE COMPLETED AND GIVEN To DEVELOPmENT
SERVICES STAFF AT THE TIME OF PERMIT SUBAIMAL
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- -----------
H
Proje tion:
;t Loca 1,72,dw
Check No.
Total Received
Water Meter Size:
Water connection Fee
r- �11111UK�
Sewer Permit/Re air
I runk Charge
Sewer Connection/LID Fee
R/W Con struction Permit Fee
----------------
Street Cut/Restoration Fee (620 Fund)
-Street DisruXion Fee (11
Engineering 2.2% Inspe [ion Fee
Engineering Specs & Pla is Fee
Storm Drainage Fee
Street Use Permit
Building Pe mit Fee - Type
Plan Check Fee
State Su rc a e (6.22 Fund)
Zonling Application Fee - 11—e --------------
Shoreline Permit Fee
SEPA Review Fee
Recording -ee
MaPs/Books
Photocopies
Traffic Mitigation Fee
Sidewalk contribution
Amount
z
Permit No. ftoy:j
*'tic. i S9")
CITY OF EDMONDS GARY HAAKENSON
MAYOR
121 5TH AVENUE NORTH . EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
October 4, 2000
Clarence D. and Jane K. Coffelt
23928 74hAve. W
Edmonds, WA 98026
Re: Permit #990644/Single Family Residence
This letter is to inform you that the above referenced permit has expired with no
inspections completed as required by UBC Section 108 and stated on your permit
application. UBC Section 107.6 states the building official may authorize refunding
of not more than 80 percent of the permit fee paid when no work has been done
under a permit issued in accordance with this code.
if you have decided not to go ahead with your project, you may request in writing
to the building official, that your permit be withdrawn and request a refund. If you
are unable to respond, your legal guardian may do so on your behalf. If you are
going ahead with your project, please note that your application has expired and
you must obtain a new permit in order to continue.
Please respond as soon as possible so we may close this file. If you have questions,
please call Marie Harrison at 425.771.0220 x 1389. Thank you for your attention to
this matter.
Please note: Building Permit fees have increased and the Uniform Building Code is
being revised. Your current plans may not meet the new criteria.
Thank you,
Aah e Va rr i *on
Permit Coordinator
Incorporated August 11, 1890
Sister City - Hekinan, Japan
CITY OF EDMONDS GARY HAAKENSON
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 MAYOR
DEVELOPMENT SERVICES DEPARTMENT
C. oll - "r, U "r, "r, "rrf "r,
October 25, 2000
TO: Teresa Stone
Accounting Assistant, Finance
FROM: Marie Harrison
Permit Coordinator, Building
RE: Clarence D. Coffelt
23928 74' Ave. W
Edmonds, WA 98026
Teresa: Please process a refimd for Clarence D. Coffelt in the amount of $1600.00. Per
UBC Section 107.6; the building official may authorize reftmding of not more than 80
percent of the permit fee paid when no work has been done under a permit issued in
accordance with this code. Mr. Coffelt paid permit fees of $2000. 80% equals $1600.
Thank you for your assistance.
Incorporated August 11, 1890
Sister Citv - Hekinan. JaDan
set PLANNING D
" ij-
NAME: y
SITE ADDRESS: -DATE:—'d/,5/22
ZONING:- PLAN CHK#:
PROJECT DESCRIPTION:
CORNER LOT_-j)—(Yes1No) FLAG LOT _(Yes/No)
SETBACKS:
Required Setbacks:
Front: 76' Left Side: Right Side: V1 -Rear:
Actual Setbacks:
Front: 2,� Left Side: Right Side: Rear:
Street map checked for additional setback required? (Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N)
LOT COVERAGE: ?610 ANAM)Act aff,'61-74'529
Maximum Allowed:. ual:
c>e BUILDING HEIGHT:
Maximum Allowed:- 50 Actual Height:
Datum Point: Mo�l �j��Daturn Elevation:
A.D.U.CREATED?:
SUBDIVISION:
% pto
CRITICAL AREAS #: T1
SEPA DETERMINATION:
I
A-
S 8QA'.'3c
LF. 6. SD
3.01
304.1
MAWJM POST
iCE
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*1\41
I LF 4* PVd-_
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10.
3.5
1& 013
6371
20 LF. 4* PVC
S.0,0. SMIN.)
IE 4
CAP ;��
ARKER t��jST
LOT 2
TION #1
ALL 20 LF OF ACO PRODUCT
.- RAIN DRAIN* ACROSS DRIVEWAY,
jLEV. = 306.5, FLUSH WITH ASPHALT
ALL 25 LF 4" PVC S = 0.05+/-
A PIPE, WITH ALL FITTINGS AND
ERIALS TO CONNECTION ON
ORM DRAIN AS SHOWN.
F
S' 410ES CTR_
DEVEL,OPMEN ' DS
,,,, OF EDMON
POST
18'
p _'pM
Ro 'M LOT SERVICES FQK
ELECTRICAL, TELEPHONE. TELEVISION,
WATER AND GAS UTILITIES TO BE
LOCATED IN THE SOUTH 3' OF
THE EASEMENT.
THE CONTRACTOR SHALL COORDINATE
WITH THE OWNER AND ALL UTILITY
S 89' 45'-X" E
4-W-3e If- -T
8 9
A 4
75 LF, 480 CMP
DETENTION PIPE -
S=0.005: AS
SPECIFIED SHEET 2
PROVIDE 3' STUB
24* CMP TO CB #3
PROVIDE 3"-STUB
18" CMP TO CB #4
WELD PLATES TO
EACH END OF
48" CMP FOR
CONNECTING S BS /*
loo YR ELEV. 304.
COMPANI ES FOR THIS WORK. -298.1 -7-14- 4*
3u 1,6 ARAR POST, S-fto
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IE=303.1 b.
CAP & MARM POST
E)IS17NO RocK.-mr
EROSION C)NTROL-N-0-IL
TEMPORARY EROSION CONTROL FACILITY MEASURES
MUST BE IN PLACE AND INSPECTED BY THE CITY OF
EDMONDS PRIOR TO ANY CONSTRUCTION OR SITE CLEARING.
A CONSTRUCTION ENTRANCE ROAD IS REQUIRED:
SUGGESTED LOCATION AT PROPOSED DRIVEWAY.
-ROSION & SEDIMENT ATION CONTROL NOTES SHEET 3
Co [STgUUCTION SEQUENU
0 ONSITE PRECONSTRTUCTION MEETING NTH CITY OF EDMONDS
INSTALLA11ON OF EROSION & SEDIMENTATION CONTROLS
SITE PREPARATION WORK.
-RELOCATE MAILBOXES
-SAWCUT ASPHALT
-GENERAL UTILITY INSTALLATIONS
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AT PROP OSED STORM ce
CROSSING, SAWCUT
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FULL DEPTH, 3' ON
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EXISTING PARCEL DESCRIPTION
All that portion of Lot 9, Block 6, Lake Ballinger Land Company's Plat subdivision
No. 1, as per plat recorded in Volume 9 of Plats on pages 57 and 58, records of
Snohomish County described as follows; Beginning at the Northwest corner of said
Lot 9;
Thence East along the North line of said Lot 9 a distance of 250 feet to the true point
of beginning;
Thence continue East along the North line of said lot 176.00 feet to the East line of
said Lot 9;
Thence Southerly along the East line of said Lot 9 to the Southeast corner of said Lot
9;
Thence West along the South line of said Lot 9 a distance of 139.12 feet more or less
to a point 250 feet East of the Southwest corner of said Lot 9;
Thence North to the true point of beginning;
Situate in the County of Snohomish, State of Washington.
Except the Southeasterly 5.00 feet;
AND
Lot 2, of City of Edmonds Short Plat S-96-145 recorded under Snohomish County
Recording Number 9705190158
FOR RECORDING
CITY OF EDMONDS
=1 C: �-. 90F! # I
9 0
DEDICATION
TRACT A
A strip of land 20.00 feet in width for ingress, egress and utilities.
Maintenance, operation, repair, and/or reconstruction, as intended in this declaration
apply to all necessary materials and labor required to maintain a stable and usable road
surface on this plat and identified above. The cost of said maintenance, operation and
repair and/or reconstruction shall also be borne equally and jointly by the owners, their
heirs, successors, and assignees, of said lots 1,2, and 3.
DRAINAGE EASEMENT
Tract "A" and the Southeasterly 15.00 feet of Lot I lying Northeasterly of the following
described line;
Beginning at a point on the Southeasterly line of said Lot 1, which bears North 17'10'30"
feet from the Southeast comer thereof-,
Thence 72'40'30" West 1.5.00 feet to the terminus of this line description;
Maintenance, operation, repair, and /or reconstruction, as intended in this declaration,
apply to all necessary materials and labor required to maintain a stable and usable
drainage system within said shown on this plat and identified above as the drainage
easement. The cost of said Maintenance, operation and repair and/or reconstruction shall
also be borne equally and jointly by th ow
F1 prs, and assignees, of
said Lots 1, 2, and 3. 9MIJTHOFMUIV�
FOR RECORDING
DRAINAGE EASEMENT CITY OF EDMONDS
The North 20 feet of Lot 2
Maintenance, operation, repair, and/or ai this declaration,
apply to all necessary materials and labor required to maintain a stable and usable
drainage system within said shown on this plat and identified above as the drainage
easement. The cost of said maintenance, operation and repair and/or reconstruction shall
also be borne equally and Jointly by the owners, their heirs, successors, and assignees of
said lots 2, 3, and 4.
DRAINAGE EASEMENT
The West 10 feet of Lot 3
Maintenance, operation, repair, and or reconstruction, as intended in this declaration,
apply to all necessary materials and labor required to maintain a stable and usable
drainage system within said shown on this plat and identified above as the drainage
easement. The cost of said maintenance, operation and repair and/or reconstruction shall
also be borne equally and jointly by the owners, their heirs, successors, and assignees of
said lots 3 and 4.
0 0
HOLD HARMLESS AGREEMENT
Owner, and all persons having any present or subsequent ownership interest in these
lands, and the successors and assigns of owners, or other parties having any said interest,
hereby agree that the City of Edmonds shall be held harmless in all respects from any and
all claims for damages for injunctive relief which may be occasioned now or in the future
to adjacent land or improvements by reason of the construction, operation and
maintenance of the drainage system and hereby waive and release the City of Edmonds
from any and all claims for damages, excluding damage caused solely by an act or
omission of said City and injunctive relief which the owners, or their successors or
assigns, may themselves have now or in the future by reason of the construction,
maintenance and operation of said drainage system.
FOR RECORDING
CITY OF EDMONDS
PLAN ENG-06L
PAGE--r,- OF--T/-�--
0 0
LOT 1, SHORT PLAT - -S cj-l--7/
That portion of Lot 9, Block 6, Lake Ballinger Land Company's Plat subdivision
No. 1, according to Plat thereof recorded in Volume 9, of Plats on Pages 57 and
58, records of Snohomish Coui-ity, Washington, described as follows;
Commencing at the Northwest comer of said Lot 9;
Thence South 89'45'30" East 320.00 feet along the North line thereof,
Thence South 0'14'30" West 20.00 feet to the Point of Beginning
Thence North 89'45'30" West 4.00 feet;
Thence South 09 4'30" West 100.00 feet;
Thence South 89045'30" East 67.89 feet along the South line thereof to a point on a
line which is parallel with and 5:00 feet Westerly of as measured perpendicular from
the Westerly margin of 74th. Avenue West.
Thence North 17'19'30" East 104.62 feet along said parallel line to the
North line of said Lot 9;
Thence North 89'45'30" West 94.62 feet to the Point of Beginning.
FOR RECORDING
CITY OF EDMONDO-3
MN__gj' MOW-
PAGE-J.#- OF-L),�L-
0 0
Lot 2, SHORT PLAT 1t9SZ1:T-5- S cr�7- 7/
That portion of Lot 9, Block 6, Lake Ballinger Land Company's Subdivision No. I
according to Plat thereof, recorded in Volume 9, of Plats on pages 57 and 58,
records of Snohomish County, described as follows;
Commencing at the Northwest corner of said Lot 9;
Thence South 89'45'30" East 250.00 feet along the North line thereof to the Point
of Beginning.
Thence South 89'45'30" East 70.00 feet;
Thence South 0'14'30" West 20.00 feet;
Thence North 89'45'30" West 4.00 feet;
Thence South 09 4'3 0" West 100 feet to the South line of said Lot 9;
Thence North 89'45")0" West 66.00 feet along the South line thereof,
Thence North 0'14'30" East 120 feet to the Point of Beginning;
FOR RECORDING
CITY OF EDMONDS
PLAN__L_' EW
PAGE__-J_ OF__jl
� P��3 x� I -�
ICA
0.
!0 8394
V
15XPIRES
LOT 3, SHORT PLAT -S3:9� g q -7 -- 7/
That portion of Lot 7, Block 6, Lake Ballinger Company's Plat subdivision
No. 1, according to Plat thereof, recorded in Volume 9, of Plats on Pages 57
and 58, records of Snohomish County, described as follows;
Commencing at the Northwest comer of said Lot 7;
Thence South 0'14'30" East 70.00 feet along the West line thereof to the Point of
Beginning;
Thence South 89'45'30" East 98.86 feet;
Thence South 3'50'44" West 43.46 feet;
Thence South 25'33'38" East 40.69 feet to a point on the South line of said Lot
7, which bears South 89'45'30" East 113.83 feet from the Southwest comer
thereof,
Thence North 89'45'30" West 80.00 feet to West line of said Lot 7;
Thence North 0'14'30" East 80.00 feet to the Point of Beginning;
FOR RECORDING
CITY OF EDMONDS
P AN' EWGQ(A'-
PAG9 0 F _T- -J, C--
0
k
C
239A -401rk
EXPIRES :1 -S--00
Lot 4, SHORT PLAT S c?'7— 7/
That portion of Lot 7, Block 6, Lake Ballinger Land Company's Plat Subdivision
No. 1, according to Plat thereof, recorded *in Volume 9, of Plats on Pages a 57
and 58, records of Snohornish County, described as follows;
Beginning at the Northwest comer of said Lot 7;
Thence South 89'45'30" East 180.66 feet along the North line of said Lot 7, to a
line which is parallel with and 5.00 feet Westerly of as measured perpendicular from
the West margin of 74th. Avenue West;
Thence South 3'55'43" West 25.96 feet along said parallel line;
Thence North 849 5'40" West 7 5.5 6 feet;
Thence South 5'44'20" West 51.20 feet;
Thence South 3'50'44" West 0.36 feet;
Thence North 89'45'30" West 98.86 feet to the West line of said Lot 7;
Thence North 0'14'30" East 70.00 feet to the Point of Beginning;
SUBJECT TO AND TOGETHER WITH an easement for-Ingess, Egress, and
Utilities described as described in attachment "B".
AUTHORIZED
FOR RECORDING
CITY OF EDMONDS
PLAN � '- ENG(A#—
PAG4�� OF—L//-
—c-
-...�q
WAS
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639A
'1�7� �Lxllo -�
EXPIREs 2 -37-00
TRACT "A" SHORT PLAT -S---94�5 s- q -7-7 t
Ingress, Egress and Utility Tract
That portion of Lot 9, Block 6, Lake Ballinger Company's Plat Subdivision No. 1,
according to Plat thereof, recorded in Volume 9, of Plats on Pages 57 and 58,
records of Snohomish County, described as follows;
Commencing at the Northwest comer of said Lot 9;
Thence South 89'45'30" East 320.00 feet along the North line thereof to the Point
of beginning;
Thence South 0'14'30" West 20.00 feet;
Thence South 89'45'30" East 94.62 feet, to a line which is parallel with
and.5.00 feet Westerly of as measured, perpendicular from the West margin
of 74th. Avenue West;
Thence North 17'19'30" East 20.92 feet to the North line of said Lot 9;
Thence North 89'45'30" West 100.77 feet to the Point of Beginning;
FOR RECORDING
CITY OF EDMONDS
�PLAN_/,,f EW
PAGE--Za- OF
I- r-_ ( CM
ATTACHMENT "B"
SHORT PLAT EASEMENT S---96;:rjM �� q 7—�7/
That portion of Lot 7, Block 6, Lake Ballinger Company's Subdivision No. 1,
according to Plat thereof, recorded in Volume 9, of Plats on Pages 57 and 58,
records of Snohomish County, described as follows;
Commencing at the Northwest comer of said Lot 7;
Thence South 89'45'30" East 180.66 feet along the North line of said Lot 7, to
a line which is parallel with and 5.00 feet Westerly of as measured perpendicular
from the West margin of 74th. Avenue West;
Thence South 3055'43" West 18.46 feet along said parallel line to the Point of
Beginning;
Thence North 84'15'40" West 75.32 feet
Thence South 5044'20" West 15.00 feet;
Thence South 849 5'40" East 7 5.80 feet to a point on a line which is 5.00 feet
Westerly of as measured perpendicular from the West margin of 74th. Avenue
West;
Thence Northeast 15.01 feet to the Point of Beginning;
IG
FOF( FtECORDIN
CITY OF EDMONDS
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COPY
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ORIGINAL ON FILE IN TIHE
COUNTY AUDITOR'S OFFICE
Return Address:
City Clerk - City of Edmonds
1215 th Ave N
Edmonds, WA 98020
CITY OF EDMONDS
SHORr SUBDIVISION
111119903230242
03/23/99 11:14
p.0011 Recorded
11111 Snohomish County
couy4y RCC041Y19 xt:
qqC32,30�V
This is to certify that the properties as shown on the attached map (Exhibit "A") and described as
follows,
Legal Description: SW 1/4, Section 32, Township 27N, Range 4E. WM
See Exhibit "B" for complete legal description
Assessor's Tax Account Numbers of property:
4889-006-007-0009 & 4888-006-009-0205
has processed a 4-lot short subdivision under the provisions of the Edmonds Community
Development Code (File No. S-97-7 1):
I / we verify that I / we are the legal owner(s) of the property described above. I / we warrant that
all representations are true and correct and understand that in the event of any misrepresentation
or failure to comply with the conditions and regulations set forth herein, the City of Edmonds
shall have the right to declare the lot line adjustment void and record a statement to that effect in
the Grantor -Grantee's Index in the office of the Snohomish County Auditor.
Signed:
�C�Iha,rencel).Coffelt
a n �=K. C�l t
STATE OF WASHINGTON)
ss:
COUNTY OF SNOHOMISH)
I certify that I know or have satist iE�ory eVlCtellUr, L11aL are the people who appeared before
-77, t on oath statedjj�authority to
me, and that said people acknowledged signing this instrumen of the subject
execute the instrument and acknowledged it as the d in the
property to be the free and voluntary act of such party for the uses and purposes mentione
instrument. +V_1 19
SUBSCRIBED and SWORN to me this J= day of
I E S.
CO
T4 14 0 T4.9
7 '01J8 L 10 Z
12.3.2000
WA S�A
4o�tar�yPublic in and for the S ate o
Washington residing at
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ppDpe6er) LOT tliZEA OF LOT 1 8326 j�_E -r.
PRO FO�D LOT AMP' oF LoT x 8,000 50ST.
FOR RECORDING
CITY OF EDMONDS
PLAN- 4� EW
PAGE__.Z_- OF__U—
&Z6 50, FT.
F>A?-KINC. STALLS:
OT L F- AST I STRI-L (8.5,x
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TopoGKIAPAY:
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EXPIRES
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6RORT FLAT FOR,
FROPEXTY LOCATION:
C-LfklZ.e.NC.E. 0. r-OFFE-L:r Z-SgZb 74-T-A W F-DM0AlDS,WA 98OZ(a
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S 89* \\ 8`i
8 +308*9 PROPOSED INGRESS. EGRE-a'&'3UTIUTY
EASEMENT OVER THE NO 20 FEET
OF LOT 1 TO SERVE L(jTS 2 & 3. 4.
-- — — — — — — — dM36�'E
RELOCAli MAILS
AS DIRECTED
EDMON?S POSlU
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wr 1 VS N
OU
TO BE
RELOCATED cb
Al DIOR ' WD/
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"ISTIN'G
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AS SPECIFIED.
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SEE DETAIL SHEET 2 OF 3
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C -N ITwONS
EROSION COR
mwmw�
Ravnik & Associa-,
TROL
CIVIL ENGINEERING &. PLANN
1705 F. COLLEGE WAY
MOUNT VERNON WA. 99273
P -0405 (360) 416-0372
H: (360) 416
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CITY OF EDMONDS
7
CONSTRUCTION PERMIT APPLICATION
N
OWNER N! Tr N" ME OF BUSINESS
ANIE/ A
C 7 �(
i9yery:e , 0 V)d 1--oo
Uj MAILING ADDRESS
Z
[1
30 2322921,0 1�ve, UJ,
CITY 77_�TELEPHONE NUMBER
k�� kjj -77L5131
J< Vol Y25�
L..'
, I , -5,
_ ZIP ITELEPHONE NUMBER
-f�() --P,6
ADDRESS
CITY ZIP
ATE LICENSE NUMBER
Lecial Description of Property - ini
Property
Tax Account
Parcel No.
all
El
1:1 ADDITION
MEP
NAP
1:1
REMODEL
—
1-1 REPAIR
G = LG
CYDS.
1:1
WOODSTOVE
DEMOLISH
INSERT
GARAGE
RETAINING WALL/
0
, CARPORT
ROCKERY
7T—YPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
`r7 f�_ P,
NUMBER
NUMBER OF
OF
-2,
]UNITS
DWELLING
STORIES
DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
NUMBER
jSE PERMIT
!ONE NUMBER
980644
IOB
kDPRESS �4014 -74T�-
S,.;, T E A�PT
AV9 VV
.EGA6 DESCR C ECKI
SUBDIVISION NO.
LID NO
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
TESCP Appro�edl�,:
RW Permit ReQuirea
EXISTING REQUIRED DEDICATION
Street Use Permit Rao OW.0
Inspection Required xe�� &_
Sidewalk Requiredp4�r-O
cc
Uj
METER SIZE
LINE SIZE
PRV REQUIRED <
AQF'FIXTURES
i�2:j
YESX NO 0
REMAR�S a6
VIC, 6
W
Z
4VI Z- 1.4
&Ilk
U 7-
4-
-mg
1111 0 ~ REVIEWEn BY
'.VARIANCE OR CU
VDB #
SHORELINE
t ts
S
SEPA REVIEW
COMPLETE XEMPT
EX
SIGN AREA
IE� PROPOSED
ALLOW
HEIGHT
ALLOWED, P OSED
I
LOT COVERAGE
ALLOWED PROPOSED
REQUIRED SETBACKS Fr')
FRONT SIDE REAR
P ROPOSED SETBACKS (Fr.
FRONT UR SIDE REAR
L
�
/5
E C H
Vy PLUMBINGIMECH
E 0 R
ECOMPLIANCE OR
U S E
l CHANGE OF USE
AJI)7-
MAT
ElSIGN
FENCE
El
CH ECKED BY
E
TYPE OF CONSTRUCTION
I
CODE
I
OCCUPANT
GROUP/,
FT)
I x _FT)
�z __�
ElSWIM POOL
A
HOT TUB/SPA
PECIAL INSPECTOR
SPE
REQUIRED
RE( 0 YES
AHtA C
OCCU NT
LOAD
El RENEWAL
REMARKS
RE,
P p FROGRESS INSPECTIONS PER USC 108
Z
('tWiA/ I
to
�"/Il
CRITICAL
AREAS 1 4
NUMBER 1
FINAL INSPECTION REQUIRED
N�_M VALUATION
PLAN CHECK FEE
2 04 -14 S
i In ieinD-a
BUILDING
(0
WET S6URCE-
GLAZING
/5-1
13
a s
PLUMBING
Plan Check No. -2)
MECHANICAL
Q
GRADING/FILL
This Permit covers work to be done on private property ONLY.
Any construction on the public domain (curts, sidewolks,
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
Perrnit Application: 180 Days
STORM DRAINAGE FEE
Permit Limit: I Year - Provided Work Is Started Within 180 Days
ENG. INSPECTION FEE
"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,
and agents from any and all claims for damages of
PLAN CHECK DEPOSIT
2 employees,
whatever nature, arising directly or indirectly from the issuance
of this permit. Issuance of this permit shall not be deemed to
a' ' his pe""'
00
I
odify, waive or reduce any requirement of any city ordinance
m fy
0 n
Lor limit in any way the City's ability to enforce any ordinance
X
TOTAL AMOUNT DUE
10 ---
�/ 0 W -
p rovision."
L
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 agiDnt 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
ONLY THE
signed by the Building Official or his/her
ed thereby, no person will be employed in violation of the Labor
WORK NOTED
Deputy; and fees are paid, and receipt is
Code of the State of Washington relating to Workmen's Compensa-
acknowledged in space provid ed.
tion InsurarLce aria RCW 18.27.
1 NSPECTION
I
SIGNAT-R�(OWNER-PR AGENT) DATE SIGNED
DEPARTMENT
CITY OF
OFFICIAL'S SIGNATURE
EDMO NDS
ATTENTION
CALL FOR
INSPECTION
IRELEI�S`E Y/
j
AM
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
MADE AND APPROVAL OR
771-0220
7RIGINAL — F E - -
UNTIL A FINAL INSPECTION HAS BEEN
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
SECTION 109
=DATERECEJVE�
PERMIT EXPIRES
CITY OF EDMONDS
USE PERMIT 49�
ZONE NUMBER -
CONSTRUCTION PERMIT APPLICATION
JOB
ADDRESS aLjo 14 /7jf1'H At�e Lj SUrrVAPT#
OWNER NAMEINAME OF BUSINE88
.5 -"7 'r NXM
4-'S :Tok!�± V49Vtk\A,1C!e'S I\W
PLAT NAME/SUBDIVISION NO.
LOT NO.
LID NO.
15
MAILING ADDRESS
S-91-17i
I
LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
EXISTING - PROPOSED
REQUIRED DEDICATION- FT
TESCP AO;=
RW Penrill
Street Use Pwn* Rwjd
Inspection It"Wrad
Sidewalk Required
Underground
grequired X
ClyY ZIP
J':�0201
TELEPHONE
NAME
Aks(--N -rova:5 a- Ay�efSm
METER SIZE I
51 411
LINE SIZE
I NO. OF FIXTURES
A0
PRV REQUIRED
YES x NO
Z
ADDRESS
I 164� 0
A)
REMARKS
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
?"!5 -ro ss, elm afTy, Mg -ro
T7 ZIP
witkkv-4 ��3
TELEPHONE
1
::ns INW--croms - oz=lom
NAME
vt',eW t
150b%rW( �Ol&tt.6k'
_(64tuo &600fZ Nk,
NGINEERING REVIEWE JDAT
ADDRESS
90 a cf" Avp_
751 02-
I
FIRE REVIEWED BY OAT
see
Ic
0
C ZIP.
kVI40V1jt
TELEPHONE
vAaIAN'0,dR du,'�:'
SHORELINE OR A684
INSPECTION
REO'D �POSTED
[3 YES 0
;&<
BOND
STATE LICENSE NUMBER EXPIRATION DATE
5OLk4Vk(50 rotiv) 03
CHECKED 13Y
SEPk REVIEW
COMPLETE EXEMPT
.......... .
EXP
SON AR9 -
ALLOWED, PROPOSED
HEIGHT
ALLOWED PROPOSED
PROPER`rY TAX ACCO
4 On
0 q
_PARCEL,!IO.
_ '00
00 G) 9 0 4.
NEW RESIDENTIAL. PLUMBING I M4CH
ADDITION 0 COMWER6LA COMPLIANCE OR
L 01C
0 HANGE OF USE .
REMODEL APARTMENT 0 SIGN
[3 REPAIR FENCE
CYOS 13 ( FT)
LOT, COVERAGE
ALLOWED PROP6SED
:::�c
, ;0/.
R,EQUIRED SETBACKS (FT)'
�.FRONT :' SIDE-� REAR
Y
157
PROPOSED SETBACKS (Fr.)
FRONT L/R SIDE REAR
PARKING
REM I PROVIDED
LOT, AREA
[PLANNING REMEWE D_ BY DAT
REMARKS
[3 DEMOLISH TANK OTHER
GARAGE [3. RETAINING WALL
CARPORT ROCKERY [3�'R!EkEWAL,
(TYPE OF USE. BUSINMS OR ACTIVI'M EXPLAIN.
L.....
CHECKED BY
E �OZUION
07
OCCUPANT
GROUP
: e
NUMBER
OF
STORIES
NUMBER -OF
DWEWNG,'
UNITS
CRITIC
AREA
- YREfff
0
SPECIAL INSPECTOR.
REQUIRED [:]L Ita,
JAREA , k4orf t": 13 55"
OCCUPANT
LOAD
DESCRIBE WORK TO BE DONE
.2i
REMARKS
PROGRESS INSPECTIONS PER VBC 108/FINAL INSPECTION REGfD
9
o OeW V
A -oA,
4
�jl In
IQ/ A id A ft
4150' t 54 'A) 1 7
- -
VA LU ATIO N
Description
-FEE
Description
FEE
Plan Check
Aj
SOURCE GLA23NO %
PT .5V_ w� . �T 'L91E %
Building,,
OL 40
(;za� 1 -1
PLAN CHEM_ 170 VESTED DATIV -plumbing
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK To Mechanical
t BE DOME ON PRIVATE PROPERTY OHLX ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading Recording Fee
SEPARATE PERMISSION. Engr. Review city surcharge
PERMIT APPLICATION: ISO DAYS
IL PERMIT UMM. I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS EngrAnspection State Surcharge
SEE RACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICAKr, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS Traffic Mitigation Plan Chk Deposit
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
a EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Review Receipt #
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMrr. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF MY CITY ORDINANCE Fire Inspection Total Amount Due
0 1 R
x NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.'
Landscapelnsp. Receipt #
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION: THAT THE INFORMATION , r
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING COINSTRUC- This application Is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Official or his/her Deputy: and Fees are paid, and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt Is acknosiledged In space provided.
WORKMEN'S COMPENSATIRt"EkSURANCE AND RCW 18.27.
%,
OF ALS SIGNATURE DATE
8 IGVNIVRE (OWN"A QED (425)
91 I&
.
a ;.. -OVI Mal 4k?,
JOZ— 771-0220 RE SED BY DATW
ATTENTION Off 1333,
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CgRTIFI. 771-0221
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 ORIGINAL - FILE - YELLOW - INSPECTOR
10/01 FAX PINK - OWNER - GOLD - ASSESSOR
PROPOSED LOT SERVICES FOR
ELECTRICAL, TELEPHONE, TELEV(ISION,
WATER AND GAS UTILITIES TO BE
LOCATED IN THE SOUTH 3' OF
THE EASEMENT.
THE CONTRACTOR SHALL COORDINATE
NTH THE OWNER AND ALL UTILITY
COMPANIES FOR THIS WORK.
HIM I &HT CwAL-a.
A 308.0
B 307.0
C 304.3
D 305.5
TOTAL 1224.8 X 4 = 306.2
LOT I
aLARZNaE- 4
SHORT PLAT
PLAT NUM15IMPt
JANE C.Or-FIELT
#9-41"7-171
012 5 10 Is 25 so
9-R— L- __j
SITIS PLAN
SM 69NORAL NOTM ee.^Lc. V
S 8?4%' 30- E
S 89' 45' 30" E
zo
EX. PP
-%-0-
EX
FH
-3 13.
\APV
PERMIT ccuN7,Ep
TD-
c
c%j
�ri
�4
A-41
AH 6-2
& 4"-2
011�
EX.
5�8 OU7FAL4 r�
ca 7 ,6 0
SAW0VT EXISTIN'
REMOVE AND REINSTALL--x ASPHALT FOR IN' TALLATION
0;9s 0" E EXISTING VEGETAT`ION 5 0 OF DOMESTIC W
4 AND SANITARY S"WER
0.5V f_�b
P5.--31 AS DIRECTED BY OWNER 6 -w5-2
X X X -L - 3o,l$ERVI0E. REC%iTRUCT
UFl rl ASPHALT AS SPECIFIED.
PROPOSED 15' WIDb
9S. EGRESS & TILI
INGRE,
EASEMENT TO Ty SAR 158il If !=ill! 1111IN!I ill, illp!
'jhNVE 1_01 4]
AND THE EXISTI 4C 40"'C
C)l
E 10 20 40
NG RESIDENCE 75.86 SCALE: 1 20'
w WA
LOT 4
310.
cq , Ex
b WA MR
79 <
0 SILT 507, �Yf
Z_ FENCE
Lu
0
4- 0 7
P5,
F,
0
10- PROPOSED DRAINAGE EASEMENT
OVER THE WEST 10 FEET ?ND
M' I QT A Tn orpvr I nT A EGE
L
po
b
z EXISTING ELEVATION
08.
..308,0 -J" PROPERTY LINE
"8 30 CENTERLINE
LOT 3
EASEMENT
b
Exismb ASPHALT
EXI�TING GAS LINE
EATING WATERLINE
11A
Tp. 'p. EXI§11NG GATE VALVE
EXISTING STORM DRAIN
VE ETA) N TCH BASIN
VS WSARY
4- REMOVE EXISTING CA
0-5
S 89' 451,20-0 E S 9 EXISIING FENCE
70.00 3u-
9 ss EXIS71NO SANITARY SEWER
b 4�06. 50/, SAWCUT E ISTING A$PHALT 1
06,2 PROPOSED DRAINAGE EASEMENT PROPOSED INGRESS, EGRESth-e UTILITY FOR A N T BUTT JOINT 0 EXISTING SANITARY SEWER
OVER THE NORTH 20 FEET d EASEMENT OVER THE NOR[TH 20 FEET DRI Y AND FOR MANHOLE
N
2 & 3, 4. AT
OF LOT 2 TO SERVE LOTS 3 & 4 OF LOT 1 TO SERVE LOTS INST OF
bl'lollig WATER
I - - - - - - - - -- TL_ A _U0 SERVIC RECONSTRUCT
99' 45 30 E 7-- f ASPH PER DETAIL
"OXES SHEE 2 OF 3
RELOCAT� MAILBOXES 157.0 PRJPO�b GRADE
AS DIRECTED BY/
EDMONDS POSTMAS1
SILT PROPOSED ASPHALT
FENCE W PROPOSED WATERLINE
WA 7r/? _SD PR40SED STORM DRAIN
UE7ER
"ry pp
-0- PROP11"r-0 CATCH BASIN
Z ov ss PROPOSED SANITARY SEWER
FH
LOT 2 q W PROPO$ED $%,,ILTA�Y �;WER
PROPOSED SILT FENCE
0
V) LOT 1
ui
TO BE
RELOCATED
z �jl� D UIR&W 1)
lY INFO MNrION
SURVE
OTE: EXISTING STRUCTURES, UTILI ES, ANU SURFACE CONDITIONS
SHOWN ON THESE PLANS RE RESENT SURVEY INFORMA*nON
LOCATED ON AUGUSI Es, lvv., ri-,vm A Ivrutlmmr-mI%-o
SURVEY PERFORMED BY NOR HSHORE LAND SURVEYING
SILT ANb FROM UTILITY INFORMATI-ON PROVIDED BY
FENCE
UTILITY COMPANIES, A UTILI-,-Y LOCATE.SERVICE AAa
'4LJ NM CALLED PRIOR TO SURVEYING OF THE PROPERTY,
3 BUT MUST BE CALLED PRIOR TO CONSTRUCTION.
E'
RAVNIK & ASSOCIATES ACCE TS NO RESPONSIBILITY
OR LIABILITY FOR ERRORS, OIAISSIONS, OR DISCREPANCIES
IN THE SURVEY WORK.
PRIOR TO CONSTRUCTION, TH CONTRACTOR SHALL
EXPOSE AND VERIFY THE INV RTS OF EXISTING
UTILITIES. DISCREPANCIES SH LL BE REPORTED
TO THE ENGINEER PRIOR TO JNSTALLATION.
REPAIR ROAD CROSSING
SEE DETAIL SHEET 2 OF 3
AT PROPOSED STORM -
CROSSING, SAWCVT rx ov
EXISTING ASPHALT
FULL DEPTH, 3' 014
EACH SIDE OF STORM 2 9 CA rCH $A SIN
PIPE, INSTALL & REPAIR 7vpm,299.9
AS SPECIFIED, /fil EX, 60 pvc .04)r_sp29p.j*
IE PROPOSED Of I -W-299.3
EXIS'"I"'ING CONDIrTIONS
> -W P's IL I A Iff lk
:2 7%
.r4 LAI ION AND. "ERO.SION r_jl.`R%'_)`L PLANt I
DEMO
R-EY.. U09 BEVI�.51ON
2 PER CITY OF EDMONDS REDLINES
PER CITY OF EDMONDS REDLINES
It
0�
aww ROCKERY
I�IROVED_
0 If
Ravinix
&
SHEET D:SCRIPTION:
Am i7
Assocliatv;s_
A TLT T 1LT fl-I
-.0
ui
3io.2
LOT 4
12j3,L,.5 SILT
z . I FENCE
�. jjo,gs
IE 6" 0,0.-306.6
CAP & MARKER POST
T
1 0
w
LOT 3
11.0
6 x 6" TEE
z 10 LF. $*" SD +1
S-0.01
IF-305.1
CAP & MARKER POST
410' LF 4," pvd-
EX
SSUH E-2
.01
EX.
EX 7rALL ro
N ca
CB ou
LAK4' 49ALLINGER
1J, SAWCUT EXIS11NO
ASPHALT FOR INSTALLATION
offs A 0" E OF DOMESTIC WATER
AND SANITARY SEWER
l;j 303,C'SERACE. RECONSTRUCT
ASPHALT AS SPECIFIED.
'310.4 INSTALL
EX. 6" 01 WATERUNEIgi m 4"SADDLE TAP
INSTALL CONNECTION TO
TIC METER EX. 8" S ' EWER PIPE
'I) 3,A.6 IE EX. 8 - 298.5*
40" k. z IE PROPOSED 4" - 298,7:k
PVC
.75,s INSTALL 33 LF 4"
Ln AT S(MIN)-0.020, WEST C) 10 20 40
AS LOT 4 SERVICE.
SCALE: 1 20'
INSTALL CAP & MARKER
77NO rOjj A� END O� SERVICE.
E C P-299.
cv
WA 7rR
mt7m J6,
to INSTA L FIRE/AID SIGN
CWrl Kit% I r%T I
+ EZ ADDR SS PER CITY OF
w EDM DS STANDARDS
0 -�iw - .0
0 jc,
b
00
f
z
UNIFORML OR DE
TAINIMlift 0 1
CONSTRUC R STRUCTURE
AS DIRECTED BY THE OWNER, TO ACHIEVIE
CHANGE IN GRADE FROM EDGE OF PROPOSEDI
ROAD TO EXISTING GROUND ELEVATION AT
APPROXIMATELY 8 FEET TO THE NORTH.
7. 4
10.0 Q-)
INST 1 FIRE/AID SIGN
A, SHO IG LOT 2 & LOT 3
310-5 cl�
OST
S 8 -7 ntili SSE$ PER CITY OF
EDM DS STANDARDS
WOUTE IS11NG ASPHALT
T JOINT
R A N T BUT
DRI Y AND FOR
.6 -----$D & $Q,gmq.005 11 IN So T PIARLL L N OF
TCB #5 DOMES WATER
- - - - - - - - - - - - 7�' SERVIr . RECONSTRUCT
3 30 89' 45 3F Iff ASPH T PER DETAIL
10 LF, 6* SO 20 LF 4" PVC 75 LF, 48" CMP SHEE 2 OF 3
S-0.01 DETENTION PIPE
IE-304.1 1%4 HOT TAP
t-e S-O� 5=0.005: AS
0
CAP & MARKER POST 4 �A6R� IEYR P 0 3 T SPECIFIED SHErl' 2 EX. 6" DI WATERLINE
SIL.T PROVIDE 3' STUR INSTALL DOMES11C
METERS (2)
�;5 FENCE 24' CMP TO cn IV3
PROVIDE 3' STUB PER CITY OF EDMONDS
PROPOSE0 LOT SERVICES FOR 18" CMP TO Co #4 Ex. STANDARDS
L 1 9:1 T:f`%TPlMAl TPI IrPWnM;r TWI Ir\AqION WELD PLATE$ '10
w
b
0 1 1 1 "'14. E'X. Pp
I WATER AND GAS UTILITIES TO BE EACH END OF
LOCATED IN THE SOUTH 3' OF 48" OMP FO %Tl 10S, I/
THE EASEMENT. CONNECTING Fx
100 YR ELEV.,3U4-.p
THE CONTRACTOR SHALL COORDINATE OV fH
LOT 2 WITH THE OWNER AND ALL UTILITY
COMPANIES FOR THIS WORK,
01.5 RRAR P(
S T
Iry
LOT I �XIS N
OUT
g
0
b
# t
10 LF, 6" SD
S-0.01 .2,3 ps #
CAP & MARKER POST
A- ,a + 501. /
SILT
FENCE
n n m p U4.3 ce
3
S 1_5
_3
fiA7s77lv(; ROCKArRy SO
RQSIQN C!?N-19!QL NQIH;
0
TEMPORARY EROSION CONTROL FACILITY MEASURES
MUST BE IN PLACE AND INSPECTED BY THE CITY OF Vt
EDMONDS PRIOR TO ANY CONSTRUCTION OR SITE CLEARINO. c)
A CONSTRU01ION ENTRANCE ROAD IS REQUIRED:
SUGGESTED LOCATION AT PROPOSED DRIVEWAY. 0
SEE EROSION & SEDIMENTATION CONTROL NOTES SHEET 3 OF 3
REPAIll ROAD CROSSING
CONSTRUCTION 990_V,8N!QFd AT PROPOSED STORM CB #1 6 SEE DETAIL SHEET 2 OF 3
0 ONSITE PRECONSTRTUCTION MEETING WITH CITY OF EDMONDS CROSSING, SAWCVT
EXIS11NG ASPHALT EX. G V
0 INSTALLATION OF EROSION & SEDIMENTATION CONTROLS FULL DEPTH, 3- ON 109.9
e SI iE PREPARATION WORK EACH SIDE OF STORM 5(. CAM/1 YASIN
-RELOCATE MAILeOXES L
PIPE. INSTALL & REPAIR rop-.299, �
-SAWCUT ASPHALT AS SPECIFIED. le rx. 61 Pw 9pr-S-299.3.*
-QV4rIlAL U71LITY INSTALLA11ONS IE PROPOESIED 0 01 IN-W=299.3 Qvz�
ASPII,�LT PAVING IMPROVEMENTS -EUKIO-N D
-LANUSCAPING IMPROVEMENTS
-REMOVAL OF EROSION CONTROL FACILITIES
"lr% S E D k'Cu"' N D I "I'l 0 N
ri 0PU
DRIVEWAY ANM UTILIT
1705 E. COLLEOE WAY
MOUNT VERNON WA. 98273
DESIGN
PH,
(360) 416-0405 ia: (360) 416-0372
JPR
1/07/97 JAL
0/13/97 JAL JPR ...... ...
SCALE: I" = 20'
DRAWN BY: J. LANGE
CHEC KED BY: J. RAVNIK
DATE: SEPTEMBER 25, 19971 74th AVENUE WEST,
EORW NOIE5:,.
CB #1
CATCH BASIN
TYPE I- STD. GRATE
TOP=300.4±
IE 6" IN - N = 299.43
IE 6" OUT - E- 299.43
OB #2
CATCH BASIN
TYPE I - STD. GRATE
TOP=304,0±
IE 6" IN - W = 300.15
IE 6" OUT - S = 300.15
c8 #3
CONTROL STRUCTURE
SEE DETAIL,, (SHEET2)
TYPE 11-48
LOCKING RING & COVER
TOP=305.5:E
IE 24" STUB IN - N=300.5
(3 LF 24" STUB TO 48" CMP)
IE 6" IN - W=303,04
IE 6" OUT - E=300.5
CB #4
TYPE I-L
LOCKING FRAME *& GRATE
TOP=306.1
IE 18" STUB OUT - S = 300.9
(6 LF 18" STUB TO 48" CMP)
IE 6" IN - E - 303.2
CB #5
TYP E 1
FRAME & GRATE
TOP=308.2 (MATCH EX. GROUND)
IE 8" OUT - E-304.0
IE 6" IN - N-304.0
IE 6" IN - S-304.,O,
SEWER NOTES.,
EXIS 77NG
SSUH E-- I
TOP= JOJ, 5
IE EX 8"OUT-S=29Z4
IE PROPOSED 8" IN'- N=297,5
IE PROPOSED 4" IN-W=297.5
SSMH TO BE RECHAffLED SO ALL INLET
FLOW IS NEATLY CO VEYED TO OUTLET PIPE
EXIS RNG
SSUH E-2
TOP=JOJ. 4
IE 87N-5, OUT-N=296.9
SSMH P-1
TOP-307.3
IE 8" IN - W=301.7
IE 8" OUT -- -S=301.6
:4 - LOT SHORT PLAT
FOR
C.,LARENCE & JANE COFFELT
ClrrY Or EDMONDS
IONAJ-
explRES 2/11/1700'
PROJECT #S-97-71
DRAWING NO.
97044SIT,DWO
JOB NO.
97044
SHEET NO.
I OF 3
TRENCH NQIBS-
-0)
7 &CLASS B ASPHALT (SEE $ECTION FOR DEP7H)
COMPACTED TO 92 PERCENT MAX, DEN-
SITY. IF EX1511NO ASPHALT IS GREATER
11
THAN 3 INCHES, IT SHALL BE REPLACED
IND] �4 n2B
ago=
WITH AN EQUAL AMOUNT COMPACTED IN
71
2 INCH LIFTS,
&COMPACTED DEPTH OF CRUSHED $URFACING
TOP COURSE MATERIAL, TO BE COMPACTED
TO 95 PERgENT OF MAXIMUM DENFITY
Z9
REFER TO SPHALT SECTION DETA L FbR DEPTH$
@-COMPACTED DEPTH OF ORU$HED SURFACING
TOP COURSE MATERIAL TO BE COMPAOTECF
TO 95 PERCENT OF MAXIMUM DENSITY.
REFER TO ASPHALT SECTION DETAIL FOR DEPTHS
G AVF-L BORROW COMPACTED TO 95 PERCENT OF
&R
MAXIMUM DENSITY, LOOSE LIFT THICKNESS SHALL
NOT EXCE90 8 TO 12 INCHES.
&V DEPTH OF $AND DACKFILL TO 13E HAND
COMPACTED ABOVE CROWN OF PIPE.
;7TW
&HAND COMPACTED SAND SACKFILL TO 13E
TAMPED AROUND THE PIPE. THICKNES5
'TIE
Tj
EQUALS OUTSIDE DIAMETER OF PIPE.
G &6 "' DEPTH OF SAND BACKFILL TO HE
HAND COMPACTED.
+ �Ml N.
aEXISTING ASPHALT,
TYP.
&TACK ALL EDGES AND FACES OF EXISTING
ASPHALT. SEAL SURFACE JOINT AS SPECIFIED.
14D,
&TRENCH LINE,
`UJ"-W III—LI
&UNDISTURBED EARTH.
GENERAL NOTES.
THIS UTILITY TRENCH DETAIL IS FOR RIGID
ANY SPECIAL CONDITIONS MUST FIRST
OR FLEXIBLE PIPE INSTALLATIONS,
13E APPhOVED BY THE ENGINEER.
GRAVEL BORROW SHALL BE USED AS TRENCH
BACKFILL IN ALL AREAS TO FIVE FEET BEYOND
ASPHALT, SHOULDERS, GRAVEL, CRUSHED ROCK,
AND HEAVEY CONSTRUCTION TRAFFIC AREAS,
UTILI"A".1 TRENCH
DETAIL
u.."ITHIIN'.. THE PAL"y"ING
1A
AND,SHOULDER AREAS
NO SCALE
REMOVABLE
WATER -TIGHT
COUPLI 0
G
611
PLATE WITH I
ORIFICE
AS NOTED
FRAME & LADDER OR STEPS\'.
OFFSET (SEE NOTE 4). FRAME. LOOKING ROUND
COVER ELEVATION PER PLAN-----\\ SOLID COVER
TOP-,505.5
pv'a - N
9%.—ENSId QTE—S.
BACK FILL SHALL 8E NATIVE MATERIAL
COMPACTED IN 12 INCH LIFTS. IN CASES
I%
WHERE THE MATERIAL IS TOO WET OR
UNSUITABLE, 2.50 INCH MINUS SANK RUN
-FT
GRAVEL'SHALL BE USED.
0 INCHES OF SAND BACKFILL TO BE HAND
COMPACTED ABOVE CROWN OF PIPE.
HAND COMPACTED SAND SACKFILL TO EE
TAMPED AROUND THE PIPE. THICKNESS
EQUALS OUTSIDE DIAMETER OF PIPE.
ul m
04 6 INCHES OF SAND 13ACKFILL TO 'BE
HAND COMPACTED.
5 TRENCH LINE.
> 0 UNDISTURBED EARTH.
RESTORATION VALL SE IN ACORDANCE NTH
GENERAL NOTE-1.
1'-0" OF CLEAN NATIVE $OIL NOT CONTAINING
SOD, ROCKS, STICKS, OR DEBRIS LARGER THAN
3" IN ANY DIMENSION,
!QENE-UL NQ.TES:
a- MIN,
+
J�,-R�81TORATION SHALL CONSIST OF
TYP.
REMOVING ALL OBJECTS GREATER THAN
I INCH IN DIAMETER AND BLENDINO
THE TOP OF THE TRENCH WITH THE
F=rF
SURROUNDING GRADE,
E�b-NATIVE MATERIAL TRENCH 6ACKFILL MA�
ONLY BE USED BEYOND FIVE FEET FROM
.—I f I-
ASPHALT, SHOULDERS, AND HEAVY
CONSTRUCTION TRAFFIC AREAS.
1"Y PICAL
U?rT
.1114 i'Ll"A'Ar T., ENCH DETAIL
4011h.
"'Jr. N
0 AN�
NO SCALd
NOTES:
I. PIPE SIZES AND SLOPE$; PER PLANS,
2, OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS,
3. METAL PART$:* CORROSION RESISTANT. GA�VANIZED
PIPE PARI*S TO HAVE ASPHALT TREATMENT 1.
4. FRAM,� & Lt).DER OR STEPS OFFSET SO
A. &FANOLT C/10-E IS VISIBLE FROM TOP,
S. CLIMB -DOWN SPACE IS CLEAR OF RISER AND
CLEANOUT GATE,
0. FRAME IS CLEAR OF CURB,
5. IF METAL OUfLET PIPE CONNECTS TO CEMENT CONCRETE
1: "W. W PIPE: OULE1 PIPE TO HAVE SMOOTH O,D, EQVAL TO
CONCRETE PIPE I.D. LESS 1/4",
7.
.OVERFLOW ELEV.-304.4 11". . 1.
4
—'—STANDARD GALVAN14ED
STEEL LADDER/STE S
PIPE SUPPORT(S),.
3N.090 GAGE
BOLTED OR EMBEDDED
2" IN WALL*AT MAX,
3' SPACING MIN,
__j
ONE SUPPORT MI�CE
�'—CLEANOUT GATE., SHEAR GATE
3 LF 24" CMP
W D PLATE TO
4 DETENTION PIP.�,
TO CONNECT TO 24 STUB
VVII.r.1 rirr_
SEE NOTE ra INVERT
ELEV-300.5
INVERT
ELEVo300.6 4
powwow"~
A
1.25" DIAMETER ORIFIC IN j
RESTRICTOR PLATE
ELEV-298.5
48" DIAMETER
CONTROL- STRUCTURE !?EIAIL,
NO SCALE
I I PER CITY OF EDMONDS REOLINES/REVIISED CB#1 110/13/971 JAL I JPR
T
0
it
m 4N4" PRESSU RE- TREATED WOOD
m. _..--MARKER POST INSTALLED FROM
PIPE INVERT TO 4 FEET ABOVE
FINISH GRADE. PAINT MARKER POST
2 A WHITE, AND STENCIL WITH LARGE
BLACK LETTERS "SAN". "STORM" OR
"WATER" AS REQUIRED, ALSO STENCIL
DEPTH FROM TOP OF POST TO INVERT,
MARKER POSTS ARE REQUIRED AT THE
qEND OF ALL UTIUTY STUBS AND
CONDUITS.
��FINISH GRADE
— — — — — — — — — — — — — — — — — — — — — —
A
NO SCALE
PROPERTY LINE
IMN
WIDTH VARIES TD16
SEC' PLAN— SEE D
EXISIING GROUND
EXISTING GROUND
EXISTING ASPHALT
2" CLASS "13" ASPHALT
2" CRUSHED SURFACING TOP COURSE
4" CRUSHED SURFACING BASE COURSE
FIRM NATIVE SVBGRADE
LOT 4 &- EXISTING RESIDENCE
THICKENED ASPHALT ]EDGE DElmAIL
NO SCALE
NOTE* SIDE! SEWER mu�57` BE
T*HT LUSE ( GLUI�D 08
GASKEIM)
FriSIDENCE
I d
cumourr mya wTH cAP)
z
NOT TO EXCEED 100' BETWEEN CLEM OUTd
LAMPHOLS OOVER (OLYMPtO FOUNDRY CO. So
Ml OR EQUAL
3/4' P4RF
O'n 3/4 AS INOrArW HT. lie"
'mn
rj TYP OLEANOUT UNO�R ASPHALT
k r RISE
(1) WATF-R TIGHT
CAP
BORCeR
6/8 1201 6" RISER
FTSER JOINT PA=NG
4% 7/80
1/8 SEND 6" WYE & 45*
Mo%CkASTIC 1/8 SEND
PLW
4"OR 6* SIDE SEWFER (14'ry
SIUB
PLUG TO 13E SEALED IN
SAME MANNER AS MAIN SEWER jowrs
�D REGRADE SLOPE
'AIL TO MATCH
EXISTING GROUND
16'
RETAINING
STRUCTURE
AS DIRECTED
EXISTING BY OWNER
GROUND
em
,2" CLASS "B# ASPHALT
,2" CRUSHED SURFACING TOP COURSE
4 CRUSHED SURFACING BASE COURSE
FIRM NATIVE SU80RADE
NO SCALE
AL,L�SPHAL,
Cj FI L�
AI$E CLASS a Cop ORMING 1-01
I THf
Slj�gl
DARDE DNS COMPA TO A MT81IvS0'$N92% RIC DEIs
WIERE PROPOSED ASTHA�EIT �STIN ASPHALT, THE EXIST�,G ASPHALT S�ALL BE
D �11
C�T F
SA� CUSTHF LL DEPT COATED 8M,�DIATELX EFTE P VING, ALL S RFACE
I
JOI TS AUL BE SEALM WITH CSS 1 AND SA 0, AP LRED ITH HEAT.
CRUSHED SURF, NG TOP & BASE COURSE SHqL CONFOR� jo SECTION 9-03,9(3)
THE V96 S AND�XD SPECIFICATIONS COMP CTED TO INIMUM
959 AXIMU� DE TY INA�CCORI)AqCE WITH ASTM D-15?
AOL 7 TESTING,
0 TRUSHED � RFACMIG SH, ( BE SPRAYED WIT SOIL RE�
ER 11 OURS P�IOR TO PAVIN? (Cc IOU
C%WE A OF 24 A� .
SE 6-43XI�IDUM ORDMO TO
OF THE 1996 STA DARD SPECIFIC ON$.
TaEEEXCAYTED SUB��.ADE�HALL BE FREE -OF-�QPSOIL, ORG�41CS, AND 0,,THER
PACTE K
TERIO S MATERI , CO D TO A MINIM M OF 957o M IMUM DENS TY IN
ACQ�,�DANCE WITH ASTM D-�557 TESTIN?
,A Pf
)WPARED CONFORMING TO SECTION 2-
OF THE 1996 STAND RD SPECIFIC TIO S.
UBGRADE $HALL BE OVER EXCAVATED AND BACKFILLED NTH
MECHANICALLY COAMRPEAACSTED GRAVEL BORROW,
PRIOR TO PLACEMENT OF STRUCTURAL FILL MATERIAL,
AdY SUBGRADE ARTAS THAq CONTAIN CONCE$1T%jED ORGANIC MAT,�RI%S,
5 CH AS BUT NOT IMITED � REMNANTS FRO B RN PIL)E�. OR STU P OLES,
S�ALL BE OVER -EXCAVATED 0 EXPOSE UNDISTU -ORGANIC MATERIAL
ACK MPACT&BED NO
A D 8 FILLED WITH MECHANICALLY CO STRUCTURAL. FILL,
ME11ALT SECTION.,NOTLES,
z
($O%� 1cb,
01
12"MIN---J
4'f-8* QUARRY $PALS
PROVIDE FULL WIDTH OF INGf:F-S�S/ ECttESS Ajqqk
FILJER FABRIC MATERIAL
24 BY 2413Y 14 GA� WIRE FA8RIC OR EQUifV.
2104
F INESHEII
GRAVE
E N Q I N E E R ( N G PROVIDE 3/4' TO 1.5w WASHED
01TY OF EDMONDS DlylsIoN GRAVEL BAc:KFI
IN TRENCH AND ON BOTH SIDE U-- 12
S OF
101
ROCKWELL METER
FILTER FENCE
REVISIONS STANDARD DETAILS FABRIC ON THE SURFACE
I . . I , - I :, 8.
......
I - I -- -- --- SEWER CLF-ANOLrr 2" SY 4m
-------- ----
, WOOD POST ALT., STEEL FENCE POSTS
to — ---------
7-6
svia NTS
...... I ---------
.......... ......
(SEE NOTE 015)
4-011
00
00.9 "000
-C ITY - OF EDMOND ENGINEERING
'D
I
FINAL JOINT SHALL BE SAW CUT CR I Y 18 10 N
NEAT PHT P k\,/ Q I r� #, I
CEMENT LINED 0.1.
WATERMAIN WITH
TYTON TYPE JOINT
-Wo
I
0 Q I IAI
I - --------- A MINIMUM 0CPTH Or I AMIU�ARI) D
ACP SHALL BC CQMPA=D TO FL%_
=F C,
"4 ........ Sam (SEE: NOTE #4) ALI. EDGE$ SHALL F1 _ MLS
. ..... D -R FA13RIC FIENCE AND
0 -----7'� NEATLY WITH AR-400OW,
**'---U= ...... I ...... EXISTING ACP STA81UZEiD--00NsTuc-n0N ENTRANCE
@ CONNECT TU
SCAZ NTS
EXISTING SERVICE . .. . ..... ON(L NO;
THe cuncyr WSDOT STANDAR� SPCCIFICATICNS FOR
PATCHING AND �ACXFJL�jNr
_) i"QUIREMENTS,
FOR VACANT 07 2, CRUSHED ROCK SHALL
G* 4' OF 1 1/4' BA�� COURSC OR MATCH TO EXISTING DEPTH IF GREATER,
BE PLA�CD TO INCLUDE at OF 5/8,
(FUTURC USE) 7 MINUS TOP
EXISTING 3- SUPHIT PROCT COURSE: ABOVE
OR AND DENSITY TCSTS FROM CERTIFIED TESTING COMPANY
RAS � �EZTS A MINIMUM 95% D NSITY OF ASTH 0 1557. TCST WAS
E COURSE DOCUMENTING THAT �ACKFJL' [A
------- 4, AA RR T ER RC 01AU I R E D By CITY ENGINE�R, c
EXIST L AND COLL,ECTOR ROADW�YS
:;z ACP
M= M&L L087 5. FINA INQ REOLI'PE �' MIN, ASPHALT DEPTH, MATCH
L PA �CPTH CIRCATER THAN 3' BUT NOT To exCF
VEMENT JOINTS SHALL. Bt SCAL.C) NCATLY t U C6 A�,
Q) L ve m it s&Rvic& To at TYPE 'K' SDrT COPPCR MINI Vf —1i
0 EXISTIN13 SUBORADE: CRS-t OR CRS-e S�ALANT, NIFQRMLY WITH
02 A NZ9 CW, STOP WITH CC THRCAD INLET MO CWEA OR OUTL&T.
Q T.PC 'X' t0FT CfJPPER TV81t4 OR RIC41 MOLCCULAR PLASM
I PIK SIZED I-Ilr OR LAKER) HIOR FIRZ3SWE ARCAS WILL 21$7
1 QPKR TURINCL TRACER VIRE TO 9Z INCI.WOCI) FOR ALL RACKFILL, SHALL BE PLACED C. I -Ty 0 F." 'E:- 0
13 ASTM PIPC IN A MAXIMUM OF 12' LIFTS, DV.0.N,D-S-,-
(:D B CINZC CWRU STW WITH IRDH PtPe TH8CAD. 6* CRUSHeD ROCK �i� E:\./ 1.5 0 '�'ONAL
I STANDAF4E) I)E:-rAFL—
c PKA KETER V=0 NUE"CR OR FORD. YQKE %1ITM L= (SEE NOTE IMP13RTED PIT RUN OR NATIVE ------ EXPIAES
MATERIAL AS REQUIRED
1010000000, TO ACHIEVE 95% DENSITY on P
Fj i 9A19 -� I - -
c I (D F'. :Et) M'O N'[D S =E NOTE 03) Itflol" I V4" NIX
=IERVEE MAU.NDON
va ON
loop"!
SHEETI DESCRIPTION:
'RavId-lik & Associates 1'.
CIVIL ENGINEERING & PLANNING
1705 E. COLLEGE WAY
m R A.
OUNT VE NON, W 98273
-0405 M.- (360) 416-0372
PH: (360) 416
DETAILS
SCALE: AS NOTED PROJECT TITLE:
DRAWN BY: J. LANGE
CHECKED BY: J. RAVNIK
DATE#- SEPTEMBER 26,__19971 74th AVENUE WEST
DRAWING NO,
4 to LOT SHORT PLAT 97044.DTL.DWG
FOR JOB NO.
CLARENCE & JANE COFFELT 97044
SHEET NO,
OF EDMONDS, PROJECT #S.97-71 2 OF 3
GENERAL colASTRUCTION NOTES
MATERIALS
I`_
cn
m
RE
3:
E04
IV
1 ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE 1996
STANDARD SPECIFICATIONS I -OR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION AS PREPARED BY THE WASHINGTON STATE DEPARTMENT
OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION
(W$DOT/AP�WA) TOGETHER WITH THE REQUIREMENTS OF THE CITY OF
EDMONDS ENGINEERING DEPARTMENT.
2. DURING THE COARSE OF THIS PROJECT, THE CONTRACTOR IS
RESPONSIBLE FOR COORDINATING AND CONDUCTING PRECONSTRUCTION
MEETINGS WITH THE CITY OF EDMONDS ENGINEERING
DEPARTMENT FOR THE FOLLOWING WQRK-
SANITARY SEWER INSTALLA11ON (PRIOR TO BACKFILLING TRENCHES)
STORM DRAINAGE INSTALLATION AND DETEN11ON SYSTEM
WATERLINE INSTALLATION (PRIOR TO BACKFILLING TRENCHES)
EXCAVATION AND GRAVEL PLACEMENT FOR ROAD CROSSINGS
DRIVEWAYS
3. DURING THE COARSE OF THIS PROJECT, THE CONTRACTOR SHALL
MAINTAIN ACCURATE RECORDS OF ALL ASBUILTS OF UTILITIES
INSTALLED: EXISTING UTILITIES ENCOUNTERED INCLUDING THEIR
DEPTH, SIZE, AND MATERIAL; AND EXISTING CONDITIONS NOT
CONSISTENT WITH THOSE IDENTIFIED ON THE PLANS, ALL ASBUILT
INFORMATION SHALL BE MAINTAINED IN A CLEAR, LEGIBLE,
TION SHALL BE CLEARLY
COMPREHENDIBLE ORDER. ASBUILT INFORMA
WRITTEN ON A CLEAN SET OF CONSTRUCTION PLANS AND PROVIDED
To THE OWNER, ENGINEER, AND THE CITY OF EDM . ONDS UPON THE
PROJECT'S COMPLETION.
4. EXISTING UTILITIES HAVE BEEN IDENTIFIED USING THE AVAILABLE CITY
RECORDS AND A TOPOGRAPHIC SURVEY OF THE SURFACE CONDITIONS
WHICH HAS BEEN PROVIDED BY NORTHSHORE LAND SURVEYING OF
BOTHELL, WA. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL
EXISTING UTILITIES LOCATED PRIOR TO ANY CONSTRUCTION. THE
CONTRACTOR SHALL CONTACT THE ONE -CALL UTILITY LOCATE SERVICE
AT 1-800-424-5555 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY
WORK. DAMAGES TO THE EXISTING UTILITIES RESULTING FROM THIS
CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR OR THE
UTILITY COMPANY, AS REQUIRED, AT THE CONTRACTOR'S EXPENSE,
6. GENERAL CONDITIONS HAVE BEEN INDICATED ON THE PLANS FOR THE
REMOVAL OF EXISTING MATERIALS AND STRUCTURES NECESSARY TO
ACCOMMODATE THE PROPOSED IMPROVEMENTS, THE LIMITS OF THIS
WORK ARE FOR USE By THE CONTRACTOR IN PREPARING A COST FOR
THIS WORK, HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR
THOROUGHLY INSPECTING THE ENTIRE PROJECT SITE AND
ASCERTAINING THE LIMIT OF ALL WORK THAT WILL BE NECESSARY TO
PROVIDE THE PROPOSED IMPROVEMENTS.
6. THE CONTRACTOR SHALL PROVIDE DAILY EFFORTS TO KEEP THE SITE IN
A NEAT AND ORDERLY CONDITION TO THE SATISFACTION OF OWNER,
ENGINEER, AND CITY OF EDMONDS ENGINEERING DEPARTMENT.
74TH AVENUE WEST SHALL BE SWEPT ON A DAILY BASIS, IF
NECESSARY, TO REMOVE THE MAJORITY OF DEBRIS FROM THIS
CONSTRUCTION ACTIVITY. AFTER SWEEPING, ALL ROAD SURFACES
SHALL HE THOROUGHLY WASHED TO REMOVE REMAINING DEBRIS. THE
CONTRACTOR IS REQUIRED TO PROVIDE PROVISIONS NECESSARY TO
PREVENT DEBRIS FROM BEING WASHED INTO THE EXISTING STORM
SYSTEM.
7. AT ALL TIMES, TRAFFIC LANE$ SHALL BE MAINTAINED ON 74TH AVE, W.*
TEMPORARY AND PARTIAL ROAD CLOSURES SHALL BE PRE -APPROVED By
THE CITY OF EDMONDS ENGINEERING DEPARTMENT PRIOR TO
CONSTRUCTION, WITH EACH CLOSURE, THE CONTRACTOR SHALL
PROVIDE A TRAFFIC CONTROL PLAN TO THE CITY IDENTIFYING FLAGGERS
AND TEMPORARY SIGN INSTALLATIONS FOR THIS PERIOD OF WORK, ALL
TRAFFIC CONTROL PLANS SHALL CONFORM TO THE CITY OF EDMONDS
REQUIREMENTS. DURING CONSTRUCTION WITHIN THE RIGHT-
OF-WAYS, -THE CONTRACTOR PROVIDE ALL LABOR, MATERIALS, AND
EQUIPMENT FOR TRAFFIC CONTROL AND CONSTRUC71ON
WARNING/CONTROL SIGNS CONFORMING TO THE MANUAL ON UNIFORM
TRAFFIC CONTROL DE14CES AND THE CITY OF EDMONDS ENGINEERING
DEPARTMENT, IN ADD11ION TO PERIODS WHEN WORK IS OCCURRING
WITHIN THE PUBLIC RIGHT-OF-WAYS, THE CONTRACTOR SHALL At -SO
PROVIDE ALL TRAFFIC CONTROL SIGNS AND FLAGGERS FOR
CONSTRUCTION VEHICLES ENTERING AND EX111NO THIS PROJECT SITE.
IN ADDITION TO NOTIFYING THE CITY OF EDMONDS ENGINEERING % TH E
DEPARTMENT FOR ANY TEMPORARY OR PARTIAL ROAD CLOSURE
CONTRACTOR 1$ ALSO AESPONSIBLE FOR NOTIFYING ALL RESIDENCES
ALONG 74TH AVE. W, OF CONSTRUCTION ACTIVITIES AND MEN ACCESS
TO 74TH AVENUE W. MAY DELIMITED.
DURING ALL PHASES OF CONSTRUCTION, THE CONTRACTOR SHALL
PROVIDE DUST CONTROL MEASURES TO MINIMIZE THE IMPACTS ON THE
ADJOINING PROPERTIES AND RESIDENCES. IT IS THE CONTRACTOR'S
DAILY RESP014SIBILITY TO PROVIDE THIS MEASURE WHENEVER
NECESSARY. THE CITY OF EDMONDS ENGINEERING DEPARTMENT
RESERVES THE RIGHT TO REQUIRE ADD11IONAL DUST CONTROL
MEASURES TO BE PROVIDED BY THE CONTRACTOR.
9. THE -CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND
FEDERAL REGULA11ONS CONCERNING THE DISPOSAL OF MATERIAM ALL
ASPHALT, CONCRETE, STRUCTURES, AND DEBRIS REMOVED FROM THIS
SITE SHALL BE DISPOSED IN A LEGALLY APPROVED DISPOSAL SITE
013TAINED BY THE CONTRACTOR, THE CONTRACTOR IS RESPONSIBLE
FOR ALL FEES ASSOCIATED WITH THE DISPOSAL OF MATERIALS
REGARDLESS OF NATURE, FROM THIS PROJECT SITE.
CLEARING AND EXCAVATION
10, NO GEOTECHNICAL INVESTIGATION HAS BEEN PREPARED FOR THIS
PROJECT, THE DRIVEWAY SECTION CONFORMS TO THE CITY OF
EDMONDS ENGINEERING DEPARTMENT. IF IN THE CONTRACTOR'S
OPINION THE SITE CONDITIONS DO NOT SUPPORT THIS IMPROVEMENT,
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER, ENGINEER,
AND CITY PRIOR TO PROCEEDING WITH WORK.
11. THE CONTRACTOR SHALL REMOVE EXISTING ASPHALT PAVEMENT
AS IDENTIFIED ON THE CIVIL PLANS. THE CONTRACTOR IS RESPONSIBLE
FOR PROTECTING AND PRESERVING ALL ASPHALT IMPROVEMENTS
WITHIN 74TH AVE, W., EXCEPT FOR THOSE AREAS THAT ARE
IDEN11FIED FOR REMOVAL.
12. EXCAVATION FOR THE NEW ASPHALT IMPROVEMENTS SHALL CONSIST OF
STRIPPING AND REMOVING ALL SURFACE VEGETATION, TOPSOIL, DEBRIS,
REMNANT STRUCTURES, AND ANY OTHER DELETERIOUS MATERIAL 111AT
MAY DETRIMENTALLY IMPACT SITE EXCAVATION OR FOUNDATION
SUPPORT FOR THE PROPOSED ASPHALT IMPROVEMENT. STRIPPED
MATERIAL SHALL NOT BE MIXED WITH ANY OF THE GRANULAR
MATERIAL$ TO BE USED AS STRUCTURAL FILL. THE EXPOSED SUBGRADE
CONDITIONS FOR THE ASPHALT IMPROVEMENTS SHALL BE PREPARED
AND COMPACTED CONFORMING TO WSDOT SECTION 2-06.3(l) AND 2-
AND 2-06.3(2) TOGETHER WITH THE REQUIREMENTS OF THE CITY OF
EDMONDS ENGINEERING DEPARTMENT.
13, DURING ALL COURSES OF THIS PROJECT, THE CONTRACTOR SHALL
PROVIDE ALL POSSIBLE MEANS TO PREVENT STORM WATER FROM
PONDING ON THE EXCAVATED SUBGRADE OR ON PLACED MATERIAL
SURFACES. PROVISIONS -To PREVENT AND/011 REMOVE STORM RUNOFF
SHALL INCLUDE, BUT ARE 140T LIMITED TO PLASTIC COVERS,
TEMPORARY DITCHING, PUMPING, AND PIPING SYSTEMS, THE
CONTRACTOR IS RESPONSIBLE FOR DISCHARGING STORM WATER FROM
THESE AREAS TO THE EXISTING STORM SYSTEM, STORM WATER FROM
THIS PROJECT SHALL HE FILTERED THROUGH EROSION AND
SEDIMENTATION CONTROLS PRIOR TO BEING DISCHARGED.
14. WITHIN THE PROPOSED ASPHALT IMPROVEMENTS AT LOCATIONS WHERE
TREE STUMPS ARE REMOVED, OR ARE FOUND TO HAVE PREVIOUSLY
EXISTED, THE CONTRACTOR SHALL 13ACKFILL THE LIMITS OF THE
REMAINING HOLE WITH COMPACTED GRAVEL MATERIAL AS SPECIFIED.
HOLES REMAINING FROM STRUCTURE OR TREE REMOVAL SHALL NOT BE
FILLED WITH NATIVE MATERIAL
15, STRUCTURAL FILL, AS REQUIRED TO CONSTRUCT THE DRIVEWAY
WDENING, DRIV�WAY AND SPECIFIED UTILITY TRENCHESi SHALL-OWTIFORM
To THE GRAVEL BORROW SPECIFICATIONS IN SECTION 9-03 14 *dF "'THE
W - NOT
WSOOT SPECIFICATIONS. GRAVEL BORROW MATERIAL S4 CC ;CONTAIN
MORE THAN 55' MAXIMUM MATERIAL PAS;SING THE NO. 200 '
SIEVE, IF IN THE OPINION OF THE ENGINEER OR THE CITY OF- EDMONDS
ENGINEERING DEPARTMENT, THE IMPORTED STRUCTURAL FILL
MATERIAL CONTAINS MORE THAN 59 OF MATERIAL PASS1140 THE NO. 200
SIEVE, OR DOES NOT CONFORM To THE ]REQUIRED 006ATL`01% THE
CONTRACTOR SHALL PROVIDE A GRADATION ANALYSIS AT'140
ADDITIONAL CHARGE TO THE OWNER.
STRUCTURAL FILL MATERIAL, AS SPECIFIED, SHALL BE PLACED IN LOOSE
LIFTS, NOT EXCEEDING EIGHT INCHES IN DEPTH FOR COMPAOTION
PERFORMED BY HEAVY COMPACTORS, WHERE THE CONTRAOT011 -ELEOTS
140TH
To USE HAND-HELD COMPACTION EQUIPIMENT, THE MAXIMUM�'Oi OF
:'IftGRES. EACH LIPT-0
LOOSE LIFT SHALL BE, LIMITED To FOUR COM
STRUCTURAL FILL MATERIAL SHALL BE HUR-POCALLY plAqT.110 TO
A MINIMUM OF 95% OF THE MAXIMUM DfitY- DtNISITY AS DEftW*D BY
THE ASTM TEST METHOD D-1557.
THE CONTRACTOR IS RESPONSIBLE FOR IRETAINING LICENSED
PERSONNEL TO PERFORM COMPACTION T29TS ON THE STRUGWAAL FILL
MATERIAL AS SPECIFIED AT THE FOLLOWTINO LOCATIONS:
MID -DEPTH AND TOP OF COMPLETED GRIVAVEL BORROW AT FlFTY-FOOT
INTERVALS, WITHIN UTILITY TRENCHES HAM140 FOUR OR MORtlm
OF COVER TO FINISHED GRADE. TRENCHfF-$ -HAVING LESS THAt FOUR
FEET OF COVER SHALL BE TESTED AT FIIFTY-400T INTERVALS- AT THE
TOP OF TRENCH. COMPACTION TESt SIRALL ALSO BE TAKERV *THE
COMPLETED GRAVEL SURFACE OF THE PIR06SED DRIVEWAY, AT THE
RATE OF ONE TEST PER Boo SQUARE M.U.
ALL COMPACTION TESTING RESULTS SHA" BE SUBMITTED TO THE
EDMONDS ENGINEERING DEPARTMENT FOfq AtIOROVAL, ACCEPTAt,40E OF
COMPACTION TES11NO RESULTS DOES NDT CONSTITUTE AN ACC" I NOE
OF THE WORK.
16. CRUSHED SURFACING TOP AND BASE CotURSE CONFORMING TO THE
WSDOT SECTION 9-03,9(3) SHALL BE PL�ACMD- iN LOOSE LIFTS A$ SPEOIFIED
ON THE CIVIL PLANS AND COMPACTED TrO-A MMIMUM OF 957*.MAXIMUM
DENSITY AS DETERMINED BY ASTM TEST WHOD D-1557.
18. ASPHALT CONCRETE PAVEMENT, CLASS BI, SHALL CONFORM. TO WSDOT
SECTION 5-04. ALL ASPHALT SHALL BE COMPACTED TO A MINIMUM
929 OF THE RICE DENSITY,
19. WITHIN 24 HOURS PRIOR TO ASPHALT PAVING, SOIL RESIDUAL HERBICIDE
SHALL HE APPLIED CONFORMING .'TO WSUOT SECTION 5-04.3(5)D.
20. POROUS AGGREGATE CONDITIONS WITHIN THE ASPHALT PA\ANG, THAT
ARE NOT CONSISTENT WITH THE AVERAGle ASPHALT PAVING SURFACE OR
ARE UNACCEPTABLE TO TIIE CITY OF EDUONDS ENGINEERING
DEPARTMENT, SHALL BE REPAIRED OR RIF-CONSTRUCTED AS REQUIRED
13Y THE CITY OF EDMONDS. ALL ABUTTING EDGES OF EXISTING
ASPHALT $HALL BE SAWCUT FULL DEPTH TO PROVIDE A NEAT, STABLE
EDGE FOR THE NEW ASPHALT IMPROVEMENTS AS IDENTIFIED ON THE
CIVIL PLANS. SAWN ASPHALT FACES THAT ARE BROKEN AS A RESULT OF
THIS CONSTRUCTION, OR RAVEL., SHALL BE SAWCUT AND REMOVED
IMMEDIATELY PRIOR TO ASPHALT PAVING. ALL SAWCUT FACES AND THE
FACE OF ABUTTING STRUCTURES SHALL RE THOROUGHLY COATED WITH
ASPHALT TACK MATERIAL PRIOR TO ASPHALT PAVING,
UPON COMPLETION OF ALL ASPHALT WORK, THE CONTRACTOR SHALL
IMMEDIATELY CLEAN THE SITE OF ALL LOOSE AND TRACKED ASPHALT
DEBRIS.
UPON COMPLETION OF ALL ASPHALT PAMNG, ALL SURFACE JOINTS
BETWEEN EXISTING AND NEW ASPHALT SHALL BE THOROUGHLY SEALED
WITH HEAT -APPLIED CSS-1 AND SAND COAT.
STORM SEWER
21. UNLESS SPECIFICALLY NOTED (CMP DETENTION PIPE OR DI ROAD
CROS'SING) THE FOLLOWING PIPE MATERIALS ARE APPROVED FOR USE AS
STORM DRAINAGE PRODUCTS FOR THE PROPOSED IMPROVEMENTS WITHIN
THE RIGHT-OF-WAY AND ONSITE. WHICHEVER CHOSEN. THE SAME TYPE
SHALL BE USED THROUGHOUT THAT SPECIFIC SECTION BETWEEN
STRUCTURES.
A, PVC STORM PIPES, EIGHT -INCH MAXIMUM DIAMETER, SHALL
CONFORM TO WSDOT SECTION 9-o!5..1(5) MEETING THE
REQUIREMENTS OF AASHTO, M-278. ALL PVC PIPE SHALL HAVE
GA$KETED JOINTS CONNECTED WITH INJECTION MOLDED FITTINGS
ALSO WITH GASKETS.
B. PVC STORM PIPES LARGER THAN EIIGHT-INCH DIAMETER SHALL
CONFORM TO WSOOT SECTION 9-05.12(1), MEETING THE
REQUIREMENTS OF ASTM D 304, SIDR 35. ALL PVC PIPE SHALL
HAVE GASKETED JOINTS CONNECTED WITH INJECTION MOLDED FITTINGS
ALSO WITH GASKETS.
C. CORRUGATED POLYETHYLENE PIPE (CPP) SHALL HAVE A SMOOTH
BARREL INTERIOR, CORRUGATED EXTERIOR. CONFORMING TO
WSDOT SECTION 9-05.1(7) AND MEETING THE REQUIREMENTS OF
AASHTO M294. POLYETHYLENE PIPE THAT IS CORRUGATED INSIDE
AND OUTSIDE IS NOT ACCEPTABLE WITHIN ANY PORTION OF THIS
PROJECT.
D. CORRUGATED METAL PIPE (CMP) SHALL BE 14 GAUGE MINIMUM AND
INCLUDE TREATMENT 1 COATING INSIDE AND OUT. CMP SHALL
CONFORM TO WSDOT SECTION 9-05.1(3). CONTRACTOR SHALL
INSTALL 24" WIDE CMP BANDS CONFORMING To WSDOT SECTION
9-o5,1(3)A AND 2+- WOE I- THICK GASKETS.
E. DUCTILE IRON STORM PIPE (DI) SHALL CONFORM TO WSDOT
SECTION 9-05.11
22. ALL CATCH BASINS, AS SPECIFIED ON THF_ CIVIL PLANS, SHALL
CONFORM To THE REQUIREMENTS OF THE CITY OF EDMONDS AND
TO WSOOT STANDARD PLANS. ALL CATCH BASIN JOINTS BETWEEN
RISERS, CASTINGS, AND PIPES SHALL BE NEATLY GROUTED INSIDE AND
OUTSIDE OF THE STRUCTURE USING A NON -SHRINK GROUT MATERIAL.
23. AT LOCATIONS WHERE PVC STORM PIPE is CONNE6TED TO CATCH BASINS
STRUCTURES, A PVC/SAND COLLAR ADAPTER SHALL BE INSTALLED ON
THE pvC PIPE AT THE POINT OF CONNEC'nON INTO THE CATCH BASIN
STRUCTURE,
24. STORM CATCH BASINS AND APPURTENANCES IDENTIFIED ON THE CIVIL
PLANS SHALL. CONFORM TO THE FOLLOWING WSDOT STANDARD PLANS
TOGETHER WITH THE REQUIREMENTS OF THE CITY OF EDMONDS.
TYPE 1 CATCH BASIN - STANDARD PLAN B-1
TYPE I-L CATCH BASIN - STANDARD PLAN B-la
TYPE 11 - 48m CATCH BASIN - STANDARD PLAN B-10
SOLID METAL COVER FOR CATCH BASLN - STANDARD PLAN B-2
METAL FRAME AND GRATE FOR CATCH BASIN AND INLETS -
STANDARD PLAN B-2A
MISCELLANEOUS CATCH BASIN DETAILS - STANDARD PLAN B-12
RING & COVER - STANDARD PLAN B-25
ALL SOLID, NON -GRATED, LIDS ON CATCH BASINS SHALL BE MARKED
WITH THE WORD "DRAIN", CAST INTO THE UD.
0
Ravnik & Associate/s
CIVIL ENGINEERING & PLANNIN
1705 E. COLLEGE WAY
MOUNT VFRNON WA. 98273
iNe .0372
-0405 AR: (360) 416
PH: (360) 416
25. CLeAt4OUT ASSEMBLIES M114IN THE STORM SYSTCM SHALL BE
INSTALLED AT THE LOCATION AND ELEVATIONS IDENTIFIED - ON THE
CIVIL'PLANS, THE CONTRACTOR IS RESPONS113LE FOR -SE".-NO THE TOP
OF THE CLEANOUT ASSEMBLY FLUSH WITH THE FINMHED GRADE
CLIrANOUTS WITHIN STORM DRAIN SYSTEM SHALL CONFORM TO THF
CITY: OF EDMONDS STANDARD PLAN AS SHOWN ON THE CIVIL PLANS.
WITHIN FINISHED HARD-$URFACED AREAS -SUCH AS GRAVEL, CRUSHED
ROCK, OR ASPHALT, 'THE TOP OF THE CLEANour ASSEMBLY SHALL BE
CONTAINED WITHIN A CAST IRON OR ALUMINUM FOG -TIGHT LID. THE
FOG -TIGHT LID ASSEMBLY SHALL BE SIZED APPROPRIATELY TO ALLOW
REMOVAL OF THE: OAF ON THE TOP PORTION or THE VERTICAL
CLEANOUT STAND PIPE ASSEMBLY. THE Top CXP OF THE VERTICAL
ASSEMBLY SHALL BE WITHIN SIX INCHES OF THE FINISHED GRADE.
26. UPON COMPLETION OF ALL SITE IMPROVEMENTS, THE CONTRACTOR
SHALL, THdROUGHLY FLUSH OUT ALL $TORM PIFES AND REMOVE ALL
DEBRIS FROM CATCH BASINS. DEBRIS REMOVE12 FROM THE STORM
SYSTEM SHALL BE RETAINED By THE CONTRACTOR AND NOT ALLOWED
TO BE WASHED INTO THE DOWNSTREAM ORIAINAGE SYSTEM. THE
CONTRAOTOR IS RESPONSIBLE FOR THE APPROPRIATE DISPOSAL OF
MAnRIAL REMOVED FROM THE STORM SYSTEM DLEANING. THE
CONTRACTOR IS ALSO RESPONSIBLE FOR OLEANNG THE EXISTING
CATCH BASIN, AT THE POINT OF CONNEOTION, �ND FOR FLUSHING
CLEAN TH� EXIS11NO STORM PIPE DOWNSTREAM OF THIS STRUCTURE.
27.1 AT THE END,OF ALL STORM SEWER SlIVICES, THE CONTRACTOR SHALL
INSTALL A MARKER POST AS INDICATED ON THE CIVIL PLANS. THE
MARKER POST. SHALL BE PAINTED WHITE AND STENCILED WITH LARGE,
BLACK LETTERS, THE WORD "STORM'%
i-I
q SANITARY SEWER
-SANITARY SEMR PIPE -SHALL BE PVC CONFORVING TO WSDOT SECTION
9-05.12(l) MEETING THE REQVIR9MENTS OF ASTM D 3034, SDR 35.
ALL JOINTS SHALL BE BELL ANO'SPIGOT TYPE WITH RUBBER GASKETS.
ALL MATERIALS AND CONSTRUMON SHALL CCNFORM TO WSDOT SECTION
7 08 AND 7-17 AND THE iREQUIREMENTS OF THE CITY OF EDMONDS
ENGINEERING DEPARTMENT.
CLEANOUT ASSEMBLIES WITHIN THE SANITARY SEWER SYSTEM SHALL BE
INSTALLED AT THE LOCATION AND ELEVATIONS INDICATED ON THE
OIVIL'PLANS. THE CONTRACTOR IS RESPONSBLE FOR SETTING THE TOP
OF THE CLEANOUIT ASSEMBLY FLUSH WITH FINSHED GRADE.
SANITARY SEWER CLEANOUT ASSEMBIIES SHALL CONFORM TO THE CITY
OF EDMONDS DETAIL PROVIDED ON THE CIVIL PLANS. CLEANOUT
ASSEMBLIES WITIHIN HARD SURFACED AREAS, SUCH AS GRAVEL,
OR-USKED ROCK, OR ASPHALT, SHALL BE CONTAINED WITHIN A CAST
IRON OR ALUMINUM FOG -TIGHT LID. THE FOG -TIGHT LID ASSEMBLY
SHAL BE SIZED APPROPRIATELY TO ALLOW RrMOVAL OF THE CAP ON
THE -TOP' POR11ON OF THE VERTICAL CLEANOUi STAND PIPE
ASSEMBLY. THE TOP CAP OF THE VER71CAL ASSEMBLY SHALL BE
WITHIN SIX INCHES OF THE FINISHED GRADE. THE CONTRACTOR IS
RESPONSIBLE FOR SETTING THE TOP OF THE CLEANOUT ASSEMBLY
FLUSH WITH THE FINISHED GRADE.
SANITARY SEWER MANHOLES SHALL BE 48-INCH DIAMETER, TYPE 1,
CONFORMING 'TO WSOOT STANDARD PLAN B-23A. MANHOLE FRAMES AND
COVERS SHAW. SE CAST IRON MARKED WITH THE WORDS "SEWER" AS
REQUIRF0 eq 'llie CITY OF EDMONDS ENGINEERING DEPARTMENT. ALL
MANHOLE lfl'�rll 101117S SHALL HE GASKETED. ALL SANITARY SEWER
MANHOLES tlrAILY CHANNELED 'TO THE SATISFACTION OF THE
CITY OF F�l!'."POS'64GINEERING AND sTREET DEPARTMENTS,
CHANNEL1110 'WiALL LIE rERFORMED USING A NON -SHRINK CONORF�TE
GROUT MAIERIAL TO PROVIDE SMOOTH, CHAN4ELED FLOW NIUM ALL
INLET PIPES 'To THE OUTLET PIPE.
AT ALL LOCATIONS WHERE PVC SANITARY SEVER PIPES ARE CONNECTED
TO MANHOLE STRUCTURES, A PVC/SAND COLAR ADAPTER SHALL BE
INSTALLED. ALL PIPE CONNt.VIIUNZ) 10 MANHOLES SHALL BE SEALED
USING A NON -SHRINK CONCRETE GROUT MATERIAL.
uPoN coMPLEMN OF SANITARY SEW�Er' lNST4LL411ON, ALL SEWER
LINES SHALL. IM 1110ROUGHLY FLUSHED AND DEBRIS REMOVED FROM
STRUCTURES. MATERIALS REMOVED FROM TF.E FLUSHING AND
CLEANING OF THE SEWER SYSTEM SHALL BE RETAINED BY THE
CONTRACTOR -AND DISPOSED OFF SITE ' '%I AN APPROVED DISPOSAL
SITE FOR THESE TYPES OF MATERIA1.51.,
AS REQUIRED 3Y THE CITY OF EDMO!,!`;'�, ENGINEERING DEPARTMENT,
THE CONTRACTOR IS RESPONSIBLE �` �RETAINING LICENSED
PERSONNEL TO PROVIDE A VIDEO I�St_-V'.CTION OF THE EIGHT -INCH
SANITARY SEWER MAIN. THE CONTRA%'."TOR SHALL SCHEDULE THIS WORK
AND PROVIDE TO THE CITY OF EDMONDS ENCINEERING DEPARTMENT
ONE VIDEO TAPE OF THE COMPLETED CONDITION FOR THE CITY'S
REVIEW AND ACCEPTANCE.
THE CONTRACTOR SHALL CONDUCT AN AIR-FRESSURE TEST OF EACH
INDIVIDUAL SANITARY SEWER MAIN BETWEEN THE MANHOLES AND THE
ENDS OF PIPE- THE SANITARY SEWER PIPE SHALL BE AIR -PRESSURE
TESTED AT A PRESSURE EQUAL TO 4 PSI IN EXCESS OF THE ESTIMATED
WATER TABLE HEAD OVER THE PIPE, THE AIR -PRESSURE TEST SHALL BE
PERFORMED FOR A TEN MINUTE PERIOD. DURING THE PRESSURE TEST,
NO NOTICEABLE CHANGE IN GAUGE PRESSUSE SHALL OCCUR. THE
CONTRACTOR IS RESPONSIBLE FOR RESTRAINING ALL CAPPED ENDS,
SERVICES, AND CLEANOUTS FOR THIS TESTING. THE CONTRACTOR IS
RESPONSIBLE FOR COORDINATING THIS TESTING WITH THE CITY OF
EDMONDS, AND SHALL HAVE THE TEST 'MTNESSED BY CITY
PERSONNEL.
I. AT THE END OF ALL SANITARY SEWER SERVICES, THE CONTRACTOR
SHALL INSTALL A MARKER POST AS NOICATED ON THE CIVIL PLANS.
THE MARKER POLE SHALL BE PAINTED MITE AND STENCILED, USING
LARGE BLACK LETTERS, WITH THE 'NORD 'SEWER'.
1. WERE THE PROPOSED SANITARY SEWER CROSSES THE WAIFRLINFS, A
FULL LENGTH OF SEWER PIPE SHALL BE INSTALLED WITH IIIE 101 -POINT
OF THE SEWER PIPE IN LINE WITH THE WATERLINE.
4
At
f-
SHEEI'DESCRIPTION:
SPECIF"I I Om.Llq S
UTILITY TRENCHES
37'. ALL UTILITY TRENCHES FOR POWER, GAS, TELEPHONE, TELEVISION
CASLE,' SANITARY SEWER, wATeR UNES, AND STORM DRAIN$ SHALL BE
EXOAVAIM TO ALLOW A MINIMUM OF EIGHT INCHES BETWEEN'THE
EDGE OF THE UTILITY AND THE TMNCH WALL. TRENCHES SHALL BE
EXCAVATED TO TKE DEPTH AS RE . QUIRED FOR GRAVITY UTILITIES AND
SHALL BE EXCAVATED TO ALLOW A MINIMUM OF THIRTY-SIX INCHES OF
COVER OVER THE TOP OF THE PROPOSED WATER LINES TO THE FINISHED
GRADE. THE DEPTH OF THE UTILITY TRENCHES FOR POWER# TELEPHONE,
TELEVISION CABLE AND GAS SHALL CONFORM TO THE REQUIREMENTS
OF THE SPECIFIC 611LITY COMPANY.
38. ALL UTILITIES SHALL BE BED ON A MINIMUM OF SIX INCHES OF SAND
BUCKSHOT, OR GRAVEL 1007. PASSING THE QUARTER -INCH SCREEN.
BEDDING -TYPE MATERIAL SHALL AL$iO BE PLACED TO SIX INCHES
OVER THE TOP OF EACH U11LITY PIPIE, ALL BEDDING MATERIAL AND PIPE
COVER MATERIAL SHALL BE THOROUGHLY HAND COMPACTED ALONG
THE SIDES AND OVER THE TOP OF EACH INDIVIDUAL UTILITY.
REGARDLESS OF LOCATION, UNLESS (OTHERWISE APPROVED 13Y THE
SPECIFIC UTILITY COMPANY, ALL UnLMES SHALL BED AND
COVERED AS SPECIFIED.
39. THE BOTTOM OF U11UTY TRENCHES SHALL HAVE A STABLE, NON -
YIELDING SOIL CONDITION. SUITABLE FOR SUPPORTING THE DESIGN
LOAD. WHERE THE BOTTOM OF -17140411 CONDITIONS EXHIBIT PUMPING,
YIELDING CONDITIONS. THE BOTTOM 0F THE TRENCH SHALL BE OVER -
EXCAVATED To EXPOSE A FIRM, STAME, NON -YIELDING MATERIAL AND
BACKFILLED WITH TWO-INCH TO FOUA-INCH SHOT ROCK MATERIAL TO
THE BOTTOM OF THE REQUIRED UTHJ17Y BEDDING MATERIAU
40. TRENCH BACKFILL SHALL CONSIST OF STRUCTURAL FILL MATERIAL AS
SPECIFIED. THE INITIAL LIFT OF $TRUOTURAL FILL TRENCH BACKFILL
OVER THE U11UTIES SHALL NOT EXCEED TWELVE\INCHES IN ORDER TO
PROTECT THE UTILITY. STRUCTURAL FILL TRENCH BACKFILL MATERIAL
SHALL BE PLACED IN ALL TRENCMMS; UNDER PROPOSED ASPHALT,
CONCRETE, GRAVEL SHOULDERS, HEAVY CONSTRUCTION TRAFFIC
AREAS, AND WITHIN FIVE FEET BEYOND THE ABOVE LISTED
CONDITIONS.
NATIVE MATERIAL SHALL NOT BE USED AS TRENCH BACKFILL WITHIN
THE ABOVE DESCRIBED UMITS. STRUCTURAL FILL MATERIAL SHALL BE
PLACED IN LOOSE LIFTS NOT EXCEEDING EIGHT INCHES IN DEPTH FOR
HEAVY COMPACTORS AND SHALL RE PLACED IN LOOSE LIFTS NOT
EXCEEDING FOUR INCHES IN DEPTH FOR HAND HELD COMPA011ON
EQUIPMENT. ALL STRUCTURAL FILL MATERIAL WITHIN U11LITY
TRENCHES SHALL BE COMPACTED TO A MINIMUM OF 957. OF THE
MAXIMUM DRY DENSITY, REGARDLESS -OF DEPTH AND TESTED
ACCORDING TO THE ASTM TEST METHOD 0-155 REFER TO THE
MATEMALS SPECIFICATION SECTION WITHIN THIS PROJECT FOR
COMPACT10N TES11NG THAT IS REQUIRED, AND IS THE
RESPONSIBILITY OF THE CONTRACTOR.
EROSION AND SEDIMENTATON CONTROLS
41. CONSTRUCTION VEHICLE ACCESS POINTS SHALL BE ESTABLISHED
QUARRY SPAUZ OR CRUSHED ROCK TO MINIMIZE THE TRACKING
SEDIMENT ONTO THE ROAD SURFACE. THE ROADS SHALL BE CLLAII,:!J AT
THE END OF EACH DAY. SEDIMENT SHALL 13E REMOVED BY SHOVELING OR
SWEEPING AND SE TRANSPORTED TO A CONTROLLED SEDIMEN r DISPOSAL
AREA WITHIN TWENTY-FOUR (24) HOURS. STREET WASHINI" ;,,I-IAI-L BE
ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. HOWEVER,
WATER RUNOFF FROM WASHING SHALL BE FILTERED PRIOR TO ENTERING THE
DRAINAGE SYSTEM, AND, WATER RUNOFF SHALL NOT IMPACT THE ADJACENT
PROPERTIES.
42. PLACEMENT OF EXCAVATED MATERIAL SHALL 13E PLACED WHERE
CONSISTENT WITH SAFETY AND SPACE CONSIDERATION SHALL BE PLACED ON
THE UPHILL SIDE OF TRENCHES.
43, ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE
STABILIZED $y SUITABLE BMP'S.INCLUDING 13UT NOT LIMITED TO SOD,
HYDROSEEDING, PLASTIC COVERING, OR MULCHING. EXPOSED SOILS SHALL
BE STABIUZED IN A 11MELY MANNER. (NO SOILS SHALL REMAIN EXPOSED
FOR MORE THAN TWO (2) DAYS OCTOBER 1 - APRIL 30 OR SEVEN (7) DAYS
MAY I - SEPTEMBER 30).
TEMPORARY EROSION CONTROL FACILITIES SHALL BE REMOVED VA111IN 30
DAYS AFTER FINAL SITE STABILIZATION, TRAPPED SEDIMENT SHALL
sE REMOVED OR STABILIZED ONSITE.
44. FILTER FABRIC IS TO BE INSTALLED UNDER THE GRATES OF ALL EXISTING
CATCH BASINS AND PROPOSED CATCH BASINS TO AID IN THE REMOVAL
OF DEBRIS FROM �TORM WATER ENTERING THE EXISTING STORM
SYSTEMS, THE CONTRACTOR IS RESPONSIBLE FOR REPLACING THE
FABRIC AFTER EVERY RAINFALL AND FOR MAINTAINING THE FABRIC
TO ALLOW STORM WATER To CONTINUALLY ENTER THE STORM SYSTEM.
45, THE CONTRACTOR IS RESPONSIBLE FOR PREVEN11NO DIRTY STORM
WATER FROM ENTERING THE DRAINAGE SYSTEM OR ADJACENT
PROPERTIES. DURING ALL PERIODS OF CON!STRUcTION, THE
CONTRACTOR is RESPONSIBLE FOR INSTALLING, MAINTAINING,
REPLACING, AND CLEANUP OF ANY AND ALL EROSION CONTROL
ASSEMBLIES.
SEED, FERTILIZER, AND MULCHING
46. AFTER COMPLETION OF ROAD, SHOULDER, UTILITY IMPROVCMENTS. AND
FINE GRADING OF THE SURFACE CONDITIONS, THE CONTRACIOR SHALL
SEED, FERTILIZE, AND MULCH ALL DISTURBED SOIL AREAS WITHIN THE
LIMITS OF THIS PROJECT, THE FOLLOWING SEED y FERTILIZER, AND
MULCH APPLICATION SHALL BE APPLIED BY A H DROSEEDING METHOD
TO ALL DAMAGED AREAS AS FOLLOWS:
GRASS SEED; 300 LBS PER ACRE
10% HIGHLAND COLONIAL BENT GRASS
4075 PERENNIAL RYEGRASS
407o PENLAWN RED FESCUE
1070 MITE CLOVER
MODIFICATIONS TO THIS GRASS SEED MIXTURE MAY BE PROVIDED BY
THE CONTRACTOR, AS AVAILABLE BY LOCAL SUPPLY COMPANIES, TO THE
CITY OF EDMONDS FOR REVIEW AND CONSIDERAT10N PRIOR TO
APPLICATION.
FERTILIZER: 300 LBS PER ACRE
MIXTURE: 10-20-20
MULCH: 1000-2000 LBS PER ACRE DEPENDING UPON SLOPE
CONDITIONS
47. THE APPLICA11ON OF THE HYDROSEEDED MIXTURE SHALL BE APPLIED 13Y
PERSONNEL LICENSED AND EXPERIENCED IN PERFORMING THIS WORK,
THE CONTRACTOR SHALL PROVIDE ALL MAINTENANCE AND PROTECTION
OF THE HYDROSEEDED CONDITION UNTIL A SUBSTANTIAL DENSE
GROWTH HAS BEEN ESTABLISHED. THE CONTRACTOR IS RESP061SIBLE
FOR WATERING THE HYDROSEEDED MIXTURE AND FOR PROTECTINT IT
FROM DAMAGE CAUSED BY EROSION AND RAINFALL, DAMAGED AREAS
SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR,
PROJECT TITLE4.
SCALE: AS NOTED I
DRAWN BY: J. LANGE
CHECKED BY: J. RAVNIK
ATE: SEPTEMBER 26,19971 74th AVENUE WESTt
511
Al
4 - LOT SHORT PLAT
FOR
CLAREN. ELT
CITY OF EDMON
PROJECT #S-97-71
DRAWING NO.
97044SPC,DWG
JOB NO.
97044
SHEET NO.
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