23627 78TH AVE W.PDFIIIIIIIIIIII
6699
23627 78TH AVE W
.t,p C. 18 9 13
Date I&d
Date Expires I Z�,/3 41 /qo
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
BARBARA FAHEY
MAYOR
COMMUNITY SERVICES DEPARTMENT
Public Works * Planning/ Building - Parks and Recreation * Engineering - Wastewater Treatment Plant
PERFORMANCE BOND -FROZEN FUND RECEIVED
DEC 2 9 1997
ENGINEEFilkq
Edmonds Subdivision/Plat/Permit No. -5-19:5- 42—
Project Name Sovs N,,,%l 61 .y Alvxr- 006,4r
Project Address .?_?6z7_ -7e
Owner/Developer/Contractor s,7
With reference to the above -identified matter, this will certify that this institution has a savings
account (or loan) for the above -referenced developer for the project so identified. In consideration of
the permitted development of the property, and in lieu of a performance bond, this institution hereby
agrees that it will freeze the sums of money for the indicated site improvements pending written
authorization for release of said funds by the City of Edmonds in the amount of $ 2 7, -0,00 '
The total sum indicated will be withheld by this institution from any disbursements of any kind until
written authorization has been received by the institution from the City of Edmonds to release the sum
of money indicated by the written authorization from the City.
The design, location, materials and other specifications for the indicated site improvements are
those required by the City of Edmonds as appear in the above -referenced Edmonds file and in
compliance with Chapter 17. 10 ECDC of said City.
In the event the owner/developer/contractor fails to complete the indicated improvements within
15.2- the City of Edmonds may demand, and the institution shall make,
payment to the City of said funds so that the improvements can be installed or completed immediately
to City standards. The institution shall not be liable to the owner for any disbursement of said funds to
the City of Edmonds.
It is hereby specifically agreed by and between the parties hereto that in the event that any legal
action must be taken to enforce the provisions of this bond or to collect said bond, that the prevailing
party shall be entitled to collect its cost and reasonable attorneys' fees as a part of the reasonable costs
of securing the obligation hereunder. In the event of settlement or resolution of these issues, prior to
the filing of any suite, the actual costs incurred by the City, including reasonable attorneys' fees, shall
be consider6d a part of the obligation hereunder' secured. Said costs and reasonable legal fees shall be
recoverable by the prevailing party, not only from the proceeds of this bond, but also over and above
said body as a part of any recovery in any judicial proceeding, in addition.to recovery of the bond.
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
-Perforniahce Bond - Frozen Fund
Page 2.
LYNNWOOD MORTGAGE CORPORATION
P.O. BOX 5857
LYNNWOOD. WA 980.46
OFFICER SIGNATUREitUCE
7
/1'
P.
INSTITUTION MAILING ADDRESS
CITY/STATE/ZIP
0
141je
- z -
APPROVED: , _ (!:�IV-r7l -,,,c
OWNER/DEVELOPER/CONTRACTOR
SIGNATURE OF ABOVE
. 4Z2-,5'- -�L --;P, 15� i? t? 6 g- t!�� e- 2-A
MAILING ADDRESS
061ffIVO-) 6Z.-It- TRO-141
CITY/STATE/ZIP
PHONE CITY OF EDMONDS ENGINEERING
Z Z A 1
ACCOUNT NUMBER DATE
FINANCIAL INSTITUTION NOTARIZATION
STATE OF WASHINGTON)
7 1 ) ss
COUNTY 0
Tq7
Onthis .4;-7—/)�—dayof DI&Cf4'e-41or 19 '??-, before me, the undersigned, a Notary
Public in and for the State of Washington, duly commissioned and sworn, personally appeared
TO ME KNOWN TO BE THE C
TITLE
of the corporation that executed the foregoing instrument,
FINANCIAL INSTITUTION/
and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the
uses and purposes therein mentioned, and on oath stated that 1-7 e was authorized to execute said
instrument and that the seal affixed is the corporate seal of said corporation.
WITNESS my hand and official -seal hereto -affixed the day and year first above written.
KRISTIN G. PEPPIN
STATE OF WASIHINGTON
NOTARY---- PUBLIC
MY COUISSION. EXPIRES 3-12-SE�
NOTXW PUBLIC in and fol &
S
BONDPFFF.DOC
Revised 09/96
ImIcHtL
CONSTRUCTION9 INC.
8022 - 212TH ST. S.W. * EDMONDS, WA 98026
SITE LOCATION:
START DATE:
COMPLETION DATE:
DESCRIPTION:
23627 78TH AVE W 3 LOT
J-/5/1997
El
SITE DEVELOPMENT
COST ESTIMATES
PLAN CHK
6/15/97 CONTRACTOR: MICHEL CONSTRUCTIOf
776-2211 - ROB
QUANTITY UNIT COST TOTAL
GRADING
(Cu. Yrds.)
350
$4.00
$1,400.00
/&7f5
CURB,GUTTER
(Ln. Ft.)
0
$21.60
$0.00
EXTRUDED CURB
0
$3.00
$0.00
PAVING
(Sq. ft)
4800
$1.00
$4,800.00
6-7Z5
SEWER
(L n. F t.) 6
255
$7.80
$1,989.00
z4oc,
8
0
$6.90
$0.00
ManHole
0
$2,200.00
$0.00
STORM DRAINAGE
8
250
$9.20
$2,300.00
2 75 0
DETENTION pipe
48
$78.00
$3,744.00
4-5o6
CATCH BASIN
3
$420.00
$1,260.00
15Z-5
TYPE 11
2
$1,800.00
$3,600.00
43Z5
WATER
METERS
3
$225.00
$675.00
2400
PIPE
300
$2.00
$600.00
-725
PUD - MOVE POLE
$4,000.00
Al/A
OTHER:
EROSION CONTROL
$350.00
+Z5
TEMP DRAINAGE
$200-00
2SZ7
TEMP ENTRANCE
$240.00
3 oo
Sub TOTAL:
-2/ /56
$25,158.00
�.wol
j
4 COD
I
"9
f
#MICHECMM
890 - 194
CITY OF EDMOND8
250 - 5TH AVE. N. - EDMONDS. WA 98020 - (206) 771-0220 - FAX (206) 771-0221
HEARING EXAMINER
FINDINGS, CONCLUSIONS AND DECISION
OF THE HEARING EXAMINER
'CITY OF EDMONDS
APPELLANT: Robert..Goodman
CASE NO.: AP-95-100
LOCATION: 23627 78th Ave. West
LAURA M. HALL
MAYOR
APPEAL: Appeal of Hearing Officers decisi ' on on a short plat with respect to
compliance with ECDC Section 18.80.010 in association with a
proposed short plat (File No. . S-95-42), (see Exhibit A,
Attachments 2 and 3).
REVIEW PROCESS: Appeal 'of approval of a Short Subdivision, Hearing Examiner
conducts public hearing and makes final decision.
MAJOR ISSUES:
a. Compliance width Edmonds Community Development Code
(ECDC) Chapter 18.80.010 (STREET STANDARDS).
b. Compliance with Edmonds Community Development Code
(ECDC) Chapter 20.105 (APPEALS AND COURT
REVIEW). &
'DESCRIPTION OF PROPOSAL:
Sonshine Homes proposes to divide one existing lot with a total lot
area of approximately 29,126 square feet (0.66 acres) into 3 lots
(see Exhibit A, Attachment 4). The applicant is also requesting a
modification of the required lot width from 70 feet to 67.4 feet.
The appellant lives in the immediate vicinity of the subject
property. His request is based primarily on his belief that the
Engineering Division conditions placed on the Sonshine Homes
development are inadequate. He further contends that serious
safety'flaws exist with the current proposal and that these have not
been addressed in the Engineering Divisions conditions on the
development (see Exhibit A, Attachment 2).
Incorporated August 11, 1890
Sister Cities International — Hekinan, Japan
0
File No. AP-95-100
Page 2
SUMMARY OF RECOMMENDATION AND DECISION:
Staff Recommendation: Partial approval of appeal
Hearing Examiner Decision: Partial approval of appeal
PUBLIC HEARING:
After reviewing the official file which included the Planning Division Staff Advisory Report;
and after visiting the site, the Hearing Examiner conducted a public hearing on the application.
Ile hearing on the Goodman appeal application was opened at 9:06 am., August 8, 1995, in the
Plaza Room, Edmonds Library, Edmonds, Washington, and closed at 9:37 a.m. Participants at
the public hearing and die. exhibits offered and entered are listed this report. A verbatim
recording of the hearing is available in the Planning Division.
HEARING COMMENTS:
The following is a summary of the comments offered at the public hearing.
From the City:
Kirk Vinish, Project Planner, reviewed the staff report and recommended partial approval
of the appeal.
Jim Walker, City Engineer, stated that at recent hearings regarding traffic in the area,
neighbors indicated they did not want the street widened. Also the City doesn't want the
street widened along just one parcel unless there is some prospect that the entire street
can be widened in the future.
From the Appellant:
Robert Godman Appellant, said there are currently 4 residences on the street and this
proposal will add 2 dwelling units so there will be 6 dwelling units on the streets. He
submitted a traffic count (Exhibit B) which indicated there are now 250 trips per day on
the street and he is concerned about safety if additional traffic occurs. He appealed to the
City to enlarge the street to a full residential street in accordance with City standards. He
noted that many people use this street to gain access to Highway 99.
Kathleen Goodman said the street is so narrow there is no place to walk when the school
bus or other large vehicles are on the road.
From the Community:
Margaret Johnson said the road started out as just on access to the Hanson property, but
was later cut through. She noted that people who use the road tend to drive slowly. She
also said the Fire Chief has indicated there is no fire danger with the way the road now
exists.
File No. AP-95-100
Page 3
Response from the Applicant:
Al Thom, owner of the subject property, said he understands and appreciates the
concerns. He said the street is 750 feet long and additional pavement along his property
won't solve the whole problem. He felt that if he is required to remove the existing trees'
to widen the road that will fly in the face of retaining the sense of neighborhood which
now exists. He said that if the whole neighborhood is willing to fund the entire street
improvement, that would be o.k., but he was not for a partial improvement.
He noted that the existing street already has caution signs and speed bumps installed. He
suggested the street be made one way to address safety issues. He said if the street is a
one-way street the trees can be retained. He was concerned that if the street is to be
widened the street will become busier.
Response from the Appellant:
Robert Goodman said that increased traffic will come from the proposed homes and he
didn't expect much additional traffic from the surrounding neighborhood.
Response from the City:
Jim Walker, City Engineer, said there is no sidewalk plan for that area now and
therefore, a LID would need to be approved to have a sidewalk installed along this street.
He noted that before a street can be made into a one-way street the issue would have to
go through a public hearing before the City Council. He closed by pointing out that less
than 10% of the entire projected trips on the street will be attributed to the two new
homes.
WRITTEN COMMENTS:
No written comments were submitted by members of the general public.
A. Site Description
1. Site Development And Zoning:
a. EaM:
(1) &M: The total size of the subject property is 29,126 square feet.. Ile size of the
proposed lots is:
(a) Lot 1: 10,865 net square feet, 10,865 gross square feet.
(b) Lot 2: 8,889 net square feet, 10,257 gross square feet.
(c) Lot 3: 8,004 net square feet, 8,004 gross square feet.
(2) Land Use: The subject property is currently developed with a single-family residence,
accessory buildings and approximately 94-feet of linear frontage on 78th Avenue West.
The applicant has applied to further subdivide the property into three (3) lots to allow the
development of two (2) additional single-family residences (see Exhibit A, Attachments
4 and 5 ).
0 0
File No. AP-95-100
Page 4
(3) Zoning: - The subject property is zoned RS-8 (single residential family with a minimum
8,000 square foot lot size requirement) (see Exhibit A, Attachment 1).
(4) Terrain and Vegetation: The subject property slopes gently from the west to east with a
moderate bank along the southern property line. Vegetation on the remainder of site
consists of ornamental landscaping and several large stands of healthy trees located on
the proposed lot 2.
2. Neighboring Development And Zoning:
a) Fact:
(1) 'Me adjacent properties to the north, south, east, and west and are currently zoned
as single-family (RS-8) (see Exhibit A, Attachment 1).
(2)The adjacent properties to the east, north, and south are currently developed as
single-family homes. The property to the west is developed with several
residences on one lot and is legally nonconforming.
B. History
1. a) Facts
(1) The following is a chronological account of the development of the property
located at 23627 78th Avenue West. The purpose is to clarify what development
has taken place on the property, as well as outline the appeals that have taken
place.
(a) March 27, 1995: Sonshine Homes applies for a 3-lot short plat.
(b) May 12, 1995: Staff conducted a public hearing on the proposed 3-lot short
plat. The Hearing Officer denied the requested modification of lot width and
approved the short plat with the conditions from the Engineering Division
noted on Exhibit A, Attachment 5 of the Preliminary Review of the Proposed
Short Subdivision (see Exhibit A, Attachment 4).
(c) June 14, 1995: Appellant files an appeal of the City of Edmonds decision
approving with conditions the Sonshine Homes 3-lot short plat (see Exhibit A,
Attachment 2).
C. Edmonds Community Development Code (ECDC) Compliance
1. a) Facts:
(1) The fundamental site development standards pertaining to Residential
development in a RS-8 zone are set forth in Chapter 16.20.030.
(2) The existing development conforms to all RS-8 requirements (see Exhibit A,
Attachment 4).
File No. AP-95-100
Page 5
b) Conclusion: The proposal complies with the development standards for the RS-
8 zone as set forth in Chapter 16.30
2. a) Facts:
The following is a review of the appellants issues, comments of the City Engineering
Division and staff comments.
(1) Appellant Comments: "78th Ave. West between 236th and 238th does not meet the
40foot minimum width in all areasjor City of E&nonds standardsfor a "Right of
Way" (see Exhibit A, Attachment 2).
(2) Engineering Comments: "Public right-of-way has been dedicated to a width of
fortyfeet on 78th Ave. W.from 236th St. S.W. to 240th St. S.W. as shown on the
Official Street map. ... The City Council amended the Official Street Map, reducing
the plan line right-of-way of 78th Ave. W. tofortyfeetfrom 236th St. S.W. to 238th
St. S.W." (see Exhibit A, Attachment 3).
(3) Staff Comments: It appears that the 40-foot minimum right-of-way standard, as
required on the Official Street Map, has been met.
(4) Appellant Comments: "The City of Edmonds has erected telephone poles on 78th
Ave. W. Between 236th and 238th rendering a large portion of this "right-of-way"
inaccessible and decreasing the "right-of-way" to less than 25-feet in some areas"
(see Exhibit A, Attachment 2).
(5) Engineering Comments: "Poles which are used by P.UD., GTE, and Chambers
Cable are erected in the right-of-wayfrom 236th St. S.W. to.238th St. S.W. This is
very typicalfor these utilities in order to provide service to their customers. As
public andfranchised utilities, these companies are allowed to use the public
rights-of-wayfor this purpose" (see Exhibit A, Attachment 3).
(6) Staff Comments: The current location of the utility poles does not have any direct
bearing on the requirements for street improvements. The available right-of-way
remains at 40-feet. If the pavement width needed to be extended the P.U.D. would
be requested to move the poles as part of the road system improvements.
(7) Appellant Comments: "The pavement width on 78th Ave. W. does not meet the 22
foot minimum width requirement of the City of Edmonds and is injact less than 14
feet wide in some areas" (see Exhibit A, Attachment 2).
(8) Engineering Comments: "The pavement width on 78th Ave. W. from 236th St. S.W.
to 238th St. S.W. does not meet the minimum 22 -foot standard required in the
ECDC" (see Exhibit A, Attachment 3).
File No. AP-95-100
Page 6
(9) Staff Comments: ECDC 18.00.00 states, "The reconstruction of existing facilities
shall conform to the standards as closely as is practical and economically feasible."
ECDC 18.80.010 Table of Street Standards states that for all zones exceeding 16
units on a street, the minimum right-of-way width and pavement width is
dependent on design. The City Engineer has stated that the design as proposed is
sufficient to accommodate the traffic levels anticipated (see Exhibit A, Attachment
4).
3. Conclusions:
(1) The amount of required street right-of-way is consistent with the Official City Street
Map.
(2) The location of the existing utility poles does not prevent the City from utilizing the
40-feet of right-of-way in the future.
(3) In reviewing the comments provided by the City Engineer (see Exhibit A,
Attachment 4) it seems that the determination not to require 22-foot pavement width
was influenced by two pieces of information: 1) input received from the
neighborhood during a previous study, and 2) field data. Both of these sources of
information understandably influenced the Engineering Divisions decisions on these
matters. However, ECDC Title 18 does not appear to give staff the authority to
reduce street standards for this project. Standards may be exceeded for example, to
insure adequate emergency vehicle access, or as was noted above take into
consideration the practicality and economics of street improvements, but there does
not appear to be any authority in the ECDC for reducing street standards due to input
from residents. Additionally, as can be seen on the Official Street Map, the stretch of
road just prior to 238th Street SW has been widened and a portion between 236th
Street SW and 238th Street SW has dedicated right-of-way. The applicant has not
provided documentation supporting the conclusion that improving the road width is
impractical or excessively costly. Therefore, the appellants concerns seem to have
some support in the ECDC and the required pavement width should be extended to
22-feet along the frontage of the proposed development.
File No. AP-95-100
Page 7
DECISION:
Based on the foregoing findings and conclusions, the appeal is partially approved and the
pavement width shall be increased to 22 feet along the frontage of the proposed development.
Entered this 17th day of August 1995, pursuant to the authority granted the Hearings Examiner
under Chapter 20. 100 of the Community Development Code of the City of Edmonds.
Ron McConnell
Hearing Examiner
RECONSIDERATION AND APPEALS:
The following is.a summary,of the deadlines and procedures for filing reconsiderations and
appeals. Any person wishing to file or respond to a recommendation or appeal should contact
the Planning Department for further procedural information.
A. REQUEST FOR RECONSIDERATION:
Section 20.100.010.G allows for the Hearing Examiner to reconsider his decision or
recommendation if a written request is filed within ten (10) working days of the date of the
initial decision by any person who attends the public hearing and signs the attendance register
and/or presents testimony, or by any person holding an ownership interest in a tract of land
which is the subject of such decision or recommendation. The reconsideration request must cite
specific references to the findings and/or the criteria contained in the ordina�ces governing the
type of application being reviewed.
B. APPEALS:
Section 20.105.020.A & B describe how appeals of a Hearing Examiner decision or
recommendation shall be made. The appeal shall be made in writing, and shall include the
decision being appealed along the name of the project and the date of the decision, the name of
the individual or group appealing the decision, their interest in the matter, and reasons why the
appellant believes the decision to be wrong. The app : eal must be filed with the Community
Development Director within ten (10) working days after the date of the decision being
appealed.
EXHIBITS:
The following exhibits were offered and entered into the record.
A. Planning Division Advisory Report with 5 attachments
B. Traffic Count submitted by Robert Goodman at the hearing
PARTIES OF RECORD:
Robert and Kathleen Goodman
23611 78th Ave. W.
Edmonds, WA 98020
Planning Division
Engineering Division
Al Thom
17119 116th St. S.E.
Snohomish, WA 98290
Margaret Johnson
7804 238th S.W.
Edmonds, WA 98020
File No. AP-95-100
Page 8
0
9
ern 13000 Highway 99 South * Everett, Washington 98204
trveyorS 356-2700
Ine,
742-5500 FAX 356-2708
STORM DRAINAGE REPORT
1,
3 LOT SHORT PLAT
FOR
SONSFIINE HOMES
DATE: 7-21-95
SITE: 23627 78TH AVE. W.
EDMONDS,WA
PREPARED BY: REVIEWED BY:
ROB LONG, E.I.T. ROBERT NEHRING, P.E.
REVISIONS:
ROB LONG 8/23/95
C.4e-c�(-, t- 47&2> /.3' 7
;Z47-5-46 S000
1-o Ir -2- Z S7 46 30001 �' if
2-772-
3000 2700
Ar-7VA-&—
CLIENT: SONSHINE HOMES WESTERN SURVEYORS, INC.
PO BOX 1344 JOB NO. 94- 10 1 -A
SNOHOMISH, WA 98291-1344
PHONE: (206) 210-5725
LAND USE CONSULTANTS e CIVIL ENGINEERS * LAND SURVEYORS * ENGINEERING CORPORATION
0 0
STORM DRAINAGE REPORT
OF A
3- LOT SHORT PLAT
FOR
SONSHINE HOMES
Project Overview
Three single family residential lots are proposed for a 0.669 acre parcel located
1500 ft west of Lake Ballinger and 2200 ft north of the Snohomish/King County line. The
existing property address is 23627 78th Ave. W. and extends 108 feet to the east.
More generally, this property is located in the NE 1/4, SE 1/4, Section 3 1,
Township 27 N., Range 4 E., of the Willamette Meridian in Snohomish County,
Washington.
Existing Conditions and -Drainage
An existing house is located on the parcel; a carport and a concrete pad are also
exists but are going to be removed. The house is accessed by a circular driveway off of
78th Ave. W. on the west side of the property. The house was built in 1946 and there has
been minimal improvements to the Lot since 1977.
Sixty percent of the property is covered with cedar, fir, fruit, and other deciduous
trees with some blackberry and other underbrush ground cover. The property slopes form
west to east; the west 100' of the property is approximately 6% slope, and the rest of the
property to the east property line is at approximately 15% slope. The existing drainage is
sheet flow across the property to the east. There is minimal off -site drainage on to the
property.
Proposed Development
The house sets on the north west section of the property and will be subdivided
into Lot I of the 3 lot short plat. An access road for Lots 2 and 3 will run east off of 78th
Ave W., and will have a turn around-. The storm water run-off from the roof drains and
the access road will be collected and detained in an underground detention pipe. Per the
City of Edmonds standards, the peak rate of runoff was limited to the predeveloped
I JOB NO. 94-101 -A
0 0
condition ten-year, twenty-four hour design storm, While maintaining the predeveloped
condition peak runoff rate for the one -hundred year, twenty-four hour storms.
Downstream Analvsis
The runoff from the property sheet flows to the east + 13 0 feet to 77th Ave W.
where the water is collected in a type I catch basin on the north side of the cul-de-sac.
The runoff flows +35 feet to the east in a 12" RCP to another type I catch basin, the flow
continues flowing southeasterly ± I 10 feet in a 12" RCP to another catch basin, and then
flows south +25 feet to a ditch approximately 5 feet wide and 3 feet deep. The flow
continues 8 feet to a 12" RCP that runs + 16 under a driveway then into a ditch that
continues south for +150 feet. The flow enters a 24" RCP that flow southeast to a catch
basin, from there the flow travels south east +40 feet in a 24" RCP that goes under 238th
Pl. SW where it enters another catch basin and flow +200 feet east in a 24" RCP that
connects to a 36" RCP that runs south approximately 1100 feet down 76th Ave. W. then
turns to the east and flows approximately 600 feet to Ballinger Lake. Ballinger Lake is
drained by McAleer Creek that flows into Lake Washington.
2 JOB NO. 94-101-A
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M My
gwv 13wo—
boa.-�noni Varons whaav sjfv Clow town
Co irwon boom. 3 to I i in tun & wQwn
Cd w4an so*-. a S I a 25 gem in I I iQpo
rogwon 60804. 25 to W pomeng 640prig
COVOWIM1116136 MMIWIV INVAIS
13
"Inv 1.46 borwi, k"M
14
limit bdi boom. 3 to 30 jumni 1460"
1 5
f 1900*040MUDwAl Cown�wa. 15 80 30 porsew 0apre
16
owlsoop go"WIS4. 30 to 60 Recent liopm
I
Carron gromwoor bawr ioarn, a to It percent jjq&m
I
tworen istaviopir &w" 6odro. & to is jargon, jo6as
1
kwunin orievvift unav koern. 11i to 25 panant siolm
20
94ow
21
GO WWI bd I AD01%. 3 0 30 pre Man I Wop"
72
Gfecrmb,-Oba canwao. 15 to 30 partial pop"
23
r--W-QWA"a QuIC040 CwMmea. 30 0 6$ Recent Uopae
24
Gore"Wiff boone" bang
25
oftecroo coff.0644. is to 90 p ..... Me -nip,
.26
is 60 2s pampf" 61.0"
27
K-awo 6"1 sifte"al bkw" .
2111
K-noa 6-46 &Gore. A is 2% Pomona wwn
2V
A-Udw bal 10011. 2% to W Precool AL"Was
30
Lvanowu4ill jodnev bond. a is 3 famem IJOLMS
31
Lviva"Ood-psorw Coewwwa. 65 W00 penvnl glop"
32
WK~a priersug tai tuors. 0 to a torceno siupoe
33
Maim 6-11 loom. a to 3 Pomona SWWS
216
'Awki we Ineec it
as ,
140%se lww &or,&# Were, 0 so Is previrrig bbgpn
36
fleeltor 9.04 boner team. 15 to 30 b"n"I 6jup"
37
14-va.-Lwonve0ad sorrows. 30 to 6s percent lAwo
as
fterfor v4wbwm bwAry 30 6MM4.6 bkwm
as
hurrad loom
40
h4wood Vane" loom
41
Qwurop Covopeas. 6560 90 percent 0ap"
2.
010-awal Irovesiv, luw% 3 to 15 pre"Al WW&WS
QW&OGM coff"A'. fis to 910 percent tbopn
44
0mag pool
Ole 109"ft loolog. 3 to 16 Porten$ blasm
0b0-GW"*w"QCIL ouvidGip figionpica. 6510 90 Recent
47
1prout, &66 igidr% 0 to d Recent bispft
PMU46 W1 Nbou�. a 60 2S Inment blop"
Pat" 041 kwor A to bQ precool popoo
50
ip-ba"A, AQWWV IdnG
51
r.ft
52
Pubtft" SQ &gggwig. 3 to 30 pprCepol blopee
53
Corrip"A. it, IQ 30 Recent IjQpw%
5`4
4 Quictup Conviox. 30 to 65 pamang e6were
54
ft-we wry CA" loom
516
ftwatwo law bondri, worin
14vjmW finve bareft 66orN 0 W I precool 0opin
howis, so" benrew wd"4 a to 15 percent bKlpn
60
Room 6061 600m6 a to is precool glop"
66
%ovar owl boarge. is to 30 Pomona "Oft
62
A"Gar 6.14 joarvi. 20 to t.5 bamwnt wuvn
63
sky4oweaft Breswiv soara. 0 to 30 Recent &iqpn
64
5nQnQoonft big Jews
65
5.4idlON NFINOWIV 600% 0 to 8 P@ICMI 6,10pn
66
5�46on sidt lowne
67
Uaua worwal eas Worgi
fig
S.Aww "I I Iowa
6v
'YONT86 beed-bowiss. sworiv gravel
70
Tosul owl boorsh. 2 is a Morceno bwoot
71
To- — bit iowa. &'to I b percent 6Awows
72
Tokrd ey bodpw4 0 is Al pecan a oupin
73
yw-�4 er pw opera. It to Is precool &.Gore
74
TO&W brierewt, &own. 15 so 2's Penang biaires
75.
To&wK>0wTv-AQCi owwoup Corr%$#&. 0 to 26 Penang llopw
76
Toawk>qi�sgu owwwwv &ownma. ?j to 65 percent &ispa
To&w-wilwavoit poweasw Nisrow. 21 to 65 bromirol slow*
LA#t.6^ &aw
79
V8081 nvckrl WO 1601g, 3 so 2S p"cpnl uspat
60
Watsion, ofewouge Ww% 0 19 3 pecool bispn
All
W-A&MOM of~iv bowev. 3 IQ 30 Afts"Mi bi't,"s
82
Awierr-on". MOMW i"M
S0160YJAT tiaort-S
0 , . .
d I
t
4L
V
fill I
V V v 10 vp 0 10 n or v n x r w n n n
coo fo n yo to or n V
F ffifl"f f fill If
z
n n n
0 V V! n n tr. fo n V a, tuonvocol" ow:1 vv;�vwrnnoo7v:r7n
V a
0
11
STCPJC"TZR X"AGEMZXT MANUAL FOR. THE PUGET SOUND BASIN,
Sao T"s
sou Type
3W
Gtoop
Me"ars
X60"auy
sp—my
4-4"w
All
Nocklo"
C
3mkwww
a
Nonns
C/D
C
C
www"
NO
3%amm
b
C
3wasepwa
C
a
T"Qua
D
D
TANUSA
HD
D
NO
Teahfta
Tame;
ND
ove
C
rb"
C
Ong
Pft"
C
T"al
Pb-W7
C
TowummW
C.
PWWM
C
Tram
NO
ND
T6kw-js
D
C
T""
C
Urbso
C
V4jh"
C
D
Ver"
WAP06
C
a W&nin
NO WUMOGY
NO
B
No W-kews
ND
a W40064
CW., " �n
BAN"
Y"
XPOW
C
Hydralogic.3011 Group Classifications
W
AO (Low runoff potentL&1). SOLls h&VLW* high infiltration rates, even when
thoroughly w6tte'do and C"8LfftLA9 Chiefly Of deep, W6ll-rO-4XC488LVely drained
send& Or gravel&. These Soils have & high rate of water tr&nsx.LssLon.
(Moderately low rurtaff Potential). Soils having moderate infiltration rates
Wh41A thOsOughlY Wetted# and consistiriq chiefly of moderately fine to moderately
Coarse t4uMuzes. These 80LIS have & moderate rate of water transmission.
(Xo"C&"lY hLgh xuAoff potential). Soils having slow infiltration rates when
thoroughly We ted, and Consisting chiefly of soils with a layer that impedes
dOwnw&-rd MOVOMOnt Of water, or OoLls with moderately fine to fine textures.
These SoLls have A. *lobe rate of water transmisslon.
(High rurwff potential). Soils having very slow LnfL1tr&tion-r&tes when
thoroughly Wetted and consisting chiefly of clay soils with & higri swelling
.POZOAt"I, Soils with A PerManent high water table, &oil& with & hardpan or
clay layer at or near the surface, and shallow soils over nearly impervious
Ah"OC"Io ThO&O 901-18 have a very slow rate of water tranam.Lss.Lon.
HD D&t& Act CWtGntly av&Ll&blo for this &oil type.
arrom SCSI TR-55 scon3 EdItIon, J"ns 1936, ExhrGlt A-1. Revial-ons mad from
SCSI Soil Uterpretation Record, Form 05, Septenwor 1988 and 4&rious coo ty so",
Un
survey&,
FZ3RUPqY, B92
5&6HI'Ve 9,V-10i -,q
SWRMWATZR X.%M"ZXXNT XMMAL FOR THE PUGrT SOMM BASIN
Table 11r-1.3 SCS Western Washington Runoff Curve Num ra
(Published by SCS in 1982) Runoff curve numbers for selected agricultural,
suburb&A and urban
-a I I A, -I b'... t '; IA�hntie ArnrM dUrAtt0n.
JAM
USE DZSCRIPTION
CURVE
NUKBERS By
HYDROLOGIC
S?b GROUP
A
D
cultivated I&nd(I)s
winter condition
86
91
94
95
Xountain open aroast
low growing brush___& grasslands
74
82
89
92
Xeadow, or p4Lsturat
65
18
85
89
Wood or forest l&ndt
undisturbed
42
64
76
al
wood or,,forest Unds
young second growth or brush
55
'72
0
86
orchardt
with cover crop
al
88
92
94
Open spaces* labMas
P&rkso golf courses, cemeteries,
landscaping.
Good condLtiont
grass cover on k75% of the
68
so
90
F&,Lr conditions
are&
grast; cover on 50-75% of
77
85
90
92
thearea,
Gravel ro&ds & parMAq lotai
76
as
91
Dirt road p&rkLng
lotas
72
82
87
89
-a-&
.Impervious surf&ces,
p&vmwnt, roofs etc.
98
98
0
98
open water bodiest
lakes, wetlands, _ponds etc.
100
100
100
100
single fg-fly resjd&AtL&l(2)t
Dwelling UnLt/Gxoss
Acre tlmpervLous(3)
Separate
curve
number
1.0 DUjGJ%
is
sh&ll
be
selected
for
1.5 Dul"
20
porvious
& impervious
2.0 DUICA
25
port.Lons
of tho
alt-0
2.5 DU/Qh
30
or basin
3.0 DU/GJ6
34
3.5 DUjGX
38
4.0 DU/GA
42
4.5 DUJGA
5.0 DU/GA
�46
48
5.5 DU/GA
so
6.0 DUIGA
52
6.5 DUICA
54
7.0 DU/GA
56
PUD 0 Cx"t"s 0 &P&rtswfkts* %impervious
comimexcija busInessea
& mu a t be
Lndustxial are&&
computed
(1) For a n*re det&Lled description of agricultural land use curve numbers refer
zo, National rmgLxwering Hand k, Sec. 4, hydr0109Y, Ch&ptor,9, August 1972.
(2) Assumes roof &nd idrIverway runoff in directed Lnto streat/storm system.
(3) The renaining pervious area& (1&wn) are considered to be in good
corAition for these curve nutabers.
FzaRuxRy, 1992
'Q)" HINE /6 *10 1q-101-'A
STCXX"Tr.R X&WXZKENT X&NUAL MR THZ PUCL-T SOU liD
124 123 122 121
49
`77
Tj
10 O&CA
UL
T,
%% :11
48 74
LYL
14AT
IACQJ" 3C
4AJ
. C;j
hi
&as
WASHINGTON
to a to 20 m
F4-m m 2 7
AT6-S waarn &A
LSOKMVIALS 10-YR 244IR PRE TION ft- " " rftjn~dw C-Ivwnwco
ki TEWThs Of Am vockt -- a-ww. &.w . "L"
124 123 122
FzfiRu"yl iSS2
�L
124 123 122 121
do
'a - "
4
I A, I r- —11� -r — —
I
41 \ CCALl
WASHINGTON '-"M E h
In 0 10 20 30 44
LkAu
fitwo 30 ATL" 2. IX
D"""t a'
MOPLUMLS F 100-YR 2444R PRECINTIMON I" I%mw Ocanow mnQ A gnseorMWIC AQVVW"VVVMR
IN TEhMG UICH ftriono 000nftw setwom orTwA
Pnoww tw U"L
30d Gonaer" Can
124 125 122
FEBRUARY, 1992
V-ID
CowwrioN
TIME OF CONC WORKSHEET
< ---- Tc Reach Type ---- > Tt(min)
REACH 1 (SHEET](SHALLOW][CHANNEL] 10.71
REACH 2 (SHEET][SHALLOW)[CHANNEL] 11.72
REACH 3 (SHEET](SHALLOW][CHANNEL] 0.00
REACH 4 [SHEETI(SHALLOW][CHANNEL) 0.00
REACH 5 (SHEET][SHALLOW][CHANNEL) 0.00
Tc, sum of travel times (min) ... : 22.42
SHEET FLOW CALCULATOR - INITIAL 300 Feet
Mannings Sheet Flow ..... : 0.1500
Flow Length (ft) ........ : 110.00
2 yr 24 hr rainfall (in): 1.50
Land Slope% (ft/ft) ...... : 0.0500
COMPUTED TRAVEL TIME (min): 10.71
1TYPICAL MANNINGS VALUES FOR INITIAL 300 FT
Smooth Surfaces .................................. : 0.01,
Fallow Fields of Loose Soil Surface .............. : 0.05
Cultivated Soil with residue cover (s<=0.2 ft/ft): 0.06
Cultivated Soil with residue cover (s>0.2 ft/ft).: 0.17
Short prairie grass and lawns .................... : 0.15
Dense grasses .................................... : 0.24
Bermuda grass ..................................... : 0.41
Range(natural) ................................... : 0.13
Woods or forest with light underbrush .............. 0.40
Woods or forest with dense underbrush ............ : o.8o
SHEET FLOW CALCULATOR - INITIAL 300 Feet
Mannings Sheet Flow ..... : 0.4000
Flow Length (ft) ........ : 80.00
2 yr 24 hr rainfall (in): 1.50
Land Slope (ft/ft) ...... : 0.1500
COMPUTED TRAVEL TIME (min): 11.72
TYPICAL MANNINGS VALUES FOR INITIAL 300 FT
Smooth Surfaces .......... I oo..o..o.o ........... 0.011
Fallow Fields of Loose Soil Surface ... o ....... 0.05
Cultivated Soil with residue cover (s<=0.2 ft/ft): 0.06
Cultivated Soil with residue cover (S>0.2 ft/ft).: 0.17
Short prairie grass and lawns..... ......
Dense grasses ........ ..... o.o 0.15
Bermuda grass.... ... o o.0o .... 0.24
Range (natural), .... Oo4l
-derhriish .
Woods or forest with light un 0.13
DEvEwpEo 41P)DIT'1614 0
TIME OF CONC WORKSHEET
< ---- Tc Reach Type ---- > Tt(min)
1 (SHEET)[SHALLOW][CHANNEL] 10.71
2 [SHEET][SHALLOW][CHANNEL] 5.35
3 [SHEET]CSHALLOW][CHANNEL] 0.00
4 (SHEET][SHALLOW][CHANNEL] 0.00
5 (SHEET]CSHALLOW][CHANNEL) 0.00
, sum of travel,tim,es (min) ... : 16.05
SHEET FLOW CALCULATOR - INITIAL 300 Feet
Mannings Sheet Flow ...... 0.1500
Flow Length (ft) ......... : 110.00
2 yr 24 hr rainfall (in): 1.50
Land Slope (ft/ft) ...... : 0.0500
COMPUTED TRAVEL TIME (min): 10.71
TYPICAL MANNINGS VALUES FOR INITIAL 300 FT
Smooth Surfaces .................................. : 0.01,
Fallow Fields of Loose Soil Surface .............. : 0.05
Cultivated Soil with residue cover (s<=0.2 ft/ft): 0.06
Cultivated Soil with residue cover (S>0.2 ft/ft).: 0.17
Short prairie grass and lawns .................... : 0.15
Dense grasses..4 ..................... o ........... : 0.24
Bermuda grass ........... o ......................... : 0.41
Range (natural) ......... o .............. o ........... : 0.13
Woods or forest with light underbrush ............ : 0.40
Woods or forest with dense underbrush ............ : 0.80
SHEET FLOW CALCULATOR - INITIAL 300 Feet
Mannings Sheet Flow ..... : 0.1500
Flow Length (ft) ........ : 80.00
2 yr 24 hr rainfall (in): 1.50
Land Slope (ft/ft) ...... : 0.1500
COMPUTED TRAVEL TIME (min): 5.35
TYPICAL MANNINGS VALUES FOR INITIAL 300 FT
Smooth Surfaces ................................... : 0.011
Fallow Fields of Loose Soil Surface .............. : 0.05
Cultivated Soil with residue cover (s<=0.2 ft/ft): 0.06
Cultivated Soil with residue cover (s>0.2 ft/ft).: 0.17
Short prairie grass and lawns .................... : 0.15
Dense grasses .................................... : 0.24
Bermuda grass .................................... : 0.41
Range (natural) .................................. : 0.13
Woods or forest with light underbrush ............ : 0.40
Woods or forest with dense underbrush ............. : 0.80
File dAta Hydrogr6ph Storage Discharge Level pool
3
INPUT,
MODIFY OR BROWSE DATA
BASIN ID
10-X
SBUH HYDROGRAPH
DESCRIPTION ....... :
SONSHINE
10-YR EX. Peak Factor:
484.00
AREA (acres) ...... :
0.669
RAINFALL
CHOICES
RAIN PRECIP (in)..:
2.00
1. TYPE
IA
TIME INTERVAL(min):
10.00
2. TYPE
I
TIME OF CONC (min):
22.42
3. TYPE
II
RAINFALL SELECTION:
1
4. TYPE
IIA
ABSTRACT COEFF .... :
0.20
5. TYPE
3
BASE FLOW (cfs) ... :
.0.000
6. USER
1
STORM DUR (hrs) ... :
24.000
7. KC 7
DAY
8. CUSTOM
PERVIOUS PARCEL
AREA: 0.549 acres
CN..: 82.50
SUMMARY DATA
PEAK HYDROGRAPH TIME:
PEAK HYDROGRAPH FLOW:
TOTAL HYDROGRAPH VOL:
't-� HOME END Fl:Find
Pgup Pgdn F6:Cbmpute
IMPERVIOUS PARCEL
AREA: 0.120 acres
CN..: 98.00
8. 00 hrs
0.0866 cfso�
0.0482 ac-ft
F2:New F3:Get
F7: F8:Method'
F4:Tc-Calc F5:Delete
F9:Template F10:Exit
File dAta ffydrograph Storage Discharge Level pool
INPUT,
140DIFY OR BROWSE DATA
BASIN ID
10-D
SBUH HYDROGRAPH
DESCRIPTION ....... :
SONSHINE
10-YR DEV Peak Factor:
484.00
AREA (acres) ...... :
0.669
RAINFALL
CHOICES
RAIN PRECIP (in)..:
2.00
1. TYPE
IA
TIME INTERVAL(min):
10.00
2. TYPE
I
TIME OF CONC (min):
16.05
3. TYPE
II
RAINFALL SELECTION:
1
4. TYPE
IIA
ABSTRACT COEFF .... :
0.20
5. TYPE
3
BASE FLOW (cfs) ... :
0.000
6. USER
1
STORM DUR (hrs) ... :
24.000
7. KC 7
DAY
8. CUSTOM
PERVIOUS PARCEL
AREA: 0.354 acres
CN..: 85.00
SUMMARY DATA
PEAK HYDROGRAPH TIME:
PEAK HYDROGRAPH FLOW:
TOTAL HYDROGRAPH VOL:
t-1 HOME END Fl:Find
Pgup Pgdn F6:Compute
IMPERVIOUS PARCEL
AREA: 0.315 acres
CN..: 98.00
8. 00 hrs
0.1696 cfs
0.0697 ac-ft
F2:New F3:Get
F7: F8:Method
F4:Tc-Calc F5:Delete
F9:Template FlO:Exit
File dAta Hydrograph Storage Discharge Level pool
INPUT, MODIFY
OR BROWSE DATA
BASIN ID
100-X
SBUH HYDROGRAPH
DESCRIPTION ....... :
SONSHINE 100-YR
EX Peak Factor:
484.00
AREA (acres) ...... :
0.669
RAINFALL
CHOICES
RAIN PRECIP (in)..:
3.00
1. TYPE
IA
TIME INTERVAL(min):
10.00
2. TYPE
I
TIME OF CONC (min):.
22.42
3. TYPE
II
RAINFALL SELECTION:
1
4. TYPE
IIA
ABSTRACT COEFF.... :
0.20
5. TYPE
3
BASE FLOW (cfs)...:
0.000
6. USER
1
STORM DUR (hrs) ...
24.000
7. KC 7
DAY
8. CUSTOM
PERVIOUS PARCEL
AREA: 0.549 acres
CN..: 82.50
SUMMARY DATA
PEAK HYDROGRAPH TIME:
PEAK HYDROGRAPH FLOW:
TOTAL HYDROGRAPH VOL:
t-t HOME END Fl:Find
Pgup Pgdn F6:Compute
IMPERVIOUS PARCEL
AREA: 0.120 acres
CN..: 98.00
8. 00 hrs
0.1854 cfs
0.0918 ac-ft
F2:New F3:Get
F7: F8:Method
F4:Tc-Calc F5:Delete
F9:Template F10:Exi't
File dAta Hydrograph Storage Discharge Level pool
INPUT,
BASIN ID
100-D
DESCRIPTION ....... :
SONSHINE
AREA (acres) ...... :
0.669
RAIN PRECIP (iln)..:
3.00
TIME INTERVAL(min):
10.00
TIME OF CONC (min):
16.05
RAINFALL SELECTION:
1
ABSTRACT COEFF .... :
0.20
BASE FLOW (cfs) ... :
0.000
STORM DUR (hrs) ... :
24.000
PERVIOUS PARCEL
AREA: 0.354 acres
CN..: 85.00
SUMMARY DATA
PEAK HYDROGRAPH TIME:
PEAK HYDROGRAPH FLOW:
TOTAL HYDROGRAPH VOL:
t-1 HOME END Fl:Find
Pgup Pgdn F6:Compute
MODIFY OR BROWSE DATA
SBUH HYDROGRAPH
100-YR DEV Peak Factor: 484.00
RAINFALL CHOICES
1. TYPE IA
2. TYPE I
3. TYPE II
4. TYPE IIA
5. TYPE 3
6. USER 1
7. KC 7 DAY
8. CUSTOM
IMPERVIOUS PARCEL
AREA: 0.315 acres
CN..: 98.00
8. 00 hrs
0.2807 cfs
0.1190 ac-ft
F2:New F3:Get
F7: F8:Method
F4:Tc-Calc F5:Delete
F9:Template F10:Exit
ROUTING C014PARISON TABLE
- Storage
Ind
MATCH
INFLOW
STO
DIS
PEAK
PEAK
OUT
DESCRIPTION PEAK
PEAK
No.
No.
STG
OUT
HYD
10YR EX 0.08
0.16
R2
OR2
343.76
0.08
10
100YR EX 0.18
0.28
R2
OR2
344.96
0.18
11
MULTIPLE ORIFICE
DISCHARGE STRUCTURE ID:OR2
Name: SONSHINE ORIFICE
Peak Dsgn Release Rate:
0.00
cfs Orif /flow/elev
orifice Coefficient... :
0.62
Dia (in)/cfs/ ft
Lowest Orifice Dia, (in)..:
1.50
1.50 0.11 cfs
hl: Outlet to 2nd Orifice:
1.90
343.90 ft
Second Orifice Dia (in)..:
1.66
1.66 0.08 cfs
h2: 2nd to 3rd Orifice... :
0.00
Third orifice Dia (in)..:
0.00
h3: 3rd to 4th Orifice...:
0.00
Fourth Orifice Dia (in)..:
0.00
h4: 4th to 5th Orifice... :
0.00
Top orifice Dia (in)..:
0.00
Elevation of Lowest Orifice
.... :
340.00
Outlet Elevation ...............
:
342.00
Max Elev Above Outlet ..........
:
345.00
Stage-Disch Increment ..........
:
0.10
RECTANGULAR VAULT
STORAGE STRUCTURE ID: R2
Name.: SONSHINE 41PIPE
Length (ft) ........ : 55.00
Width (ft) ......... : 3.46
Starting Elevation.: 342.00
Max Elev of Vault..: 345.00
Stage-Sto Increment: 0.10
Structure Vol (cf).: 570.90
Ac-ft.: 0.01
A r) Tu-.,T- RPE LEWG-T�4 Fo,--
C- B 1* �2
A ol +
VO 3770 e- � T5i�,�
=-�, g5,11,fr
3 61 V01- -= Y7 71 C C
q
670.0
q8
p
(zov, oe.,o Vof, 570.7
.7
00vi oe;) W,
j I A�� '-f 0 e-C
. 7 /
V
L,,�-4 1, = q3-0
70,.7
8/24/95 Western Surveyors Inc page
SONSHINE HOMES
PIPE STORAGE CALCULATIONS
JOB NO 94-101-A
STAGE STORAGE TABLE
RECTANGULAR VAULT ID No. R2
Description: SONSHINE 41PIPE
Length: 55.00 ft. Width: 3.46 ft.
STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE-7--> STAGE < ---- STORAGE ---- >
(ft) --- Cf --- -- AC -Ft- (ft) --- Cf --- -- AC -Ft- (ft) --- cf--- --AC-Ft- (ft) --- cf--- --AC-Ft-
342.00 0.0000 0.0000 342.80 152.24 0.0035 343.60 304.48 0.0070 344.40 456.72 0.0105
342.10 19.030 0.0004 342.90 171.27 0.0039 343.70 323.51 0.0074 344.50 475.75 0.0109
342.20 38.060 0.0009 343.00 190.30 0.0044 343.80 342.54 0.0079 344.60 494.78 0.0114
342.30 57.090 0.0013 343.10 209.33 0.0048 343.90 361.57 0.0083 344.70 513.81 0.0118
342.40 76.120 0.0017 343.20 228.36 0.0052 344.00 380.60 0.0087 344.80 532.84 0.0122
342.50 95.150 0.0022 343.30 247.39 0.0057 344.10 399.63 0.0092 344.90 551.87 0.0127
342.60 114.18 0.0026 343.40 266.42 0.0061 344.20 418.66 0.0096 345.00 570.90 0.0131
342.70 133.21 0.0031 343.50 285.45 0.0066 344.30 437.69 0.0100
A a.
8/24/95 Western Surveyors Inc page 2
SONSHINE HOMES
PIPE STORAGE CALCULATIONS
JOB NO 94-101-A
STAGE DISCHARGE TABLE
MULTIPLE ORIFICE ID No. OR2
Description: SONSHINE ORIFICE
Outlet Elev: 342.00
Elev: 340.00 ft Orifice Diameter: 1 . 5 0 0 0 1 n . '00000,0o.
Elev: 343.90 ft Orifice 2 Diameter: 1.6600 in.
STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- >
(ft)
--- ds -- -------
(ft)
--- ds -- -------
(ft)
--- d S -- -------
(ft)
--- ds -- -------
342.00
0.0000
342.80
0.0546
343.60
0.0772
344.40
0.1475
342.10
0.0193
342.90
0.0579
343.70
0.0796
344.50
0.1545
342.20
0.0273
343.00
0.0611
343.80
0.0819
344.60
0.1610
342.30
0.0334
343.10
0.0640
343.90
0.0842
344.70
0.162
342.40
0.0386
343.20
0.0669
344.00
0.1100
344.80
0.1731
342.50
0.0432
343.30
0.0696
344.10
0.1219
344.90
0.1788
342.60
0.0473
343.40
0.0722
344.20
0.1315
345.00
0.1842
342.70
0.0511
343.50
0.0748
344.30
0.1399
4 L
,)SHWE Ho--(,2J qq - 101 - AAh
CorjL) rT 10 r4: -
04000
c2
70 � /0
�7
Lor 3
707-4L. A
E-xi,5-rj,Q6 4. , (.- I f-I FA ,
< �= =- 2215
04 f- PO,2 T- �?-o x 1.!))
C)
61117VEL t Sol v y
/V
Fxi,�71AA A D- r,;
Afe
-7,174/
104
A
c 8,2. s
ig k-
'0�
-7,/7 -/(z%")
'13, �/.�
DEVE LO? r-- D 7o
--------------- ------
evvlo" Are,-.,
5000
Lor
A*ce--:5s -12,-4
%5,)
Azc,,i
13,700
A9--A
.:31
Ac.
PICRIAOUl o0lRArA
Trec-31 .07/
2EA 4 Ac.
C Al
tc
Fla w
goo
EXASrIAJ.G
16, 05
C
DiP, Pipi:
513 / Le-,�Otl, of Piprz
I
AiLrA =
r
2
2 -11-:
2
F.e— Sq--i —Irk.
STAPt EL. 3q:?.00
P 3qq.?,2
353. 9 ;tv'
A;L,-5A
rejc.
5 3. 6
35 3.9
", -=
':5. 2, q2
. 1 '6' 0 ;.A 11
PROJECT REVIEW CHECKLIST
PROJECT NAME:--aCbj -
PROJECT ADDRESS:
PLAN CHECK #:q%-57
RECEIPT DATEZ C,
I
REVIEWED
BY: (Initial/Date)
PLAN.
WATER
COMMENTS
FIRE
B.LDG.
SEWER.,
STREET. ENG..,
Setbacks/Variance/Setback Adjustment
Conditional Use Permit
2
ADB Requirements
Other Zoning Requirements
. . . . . . . . . . .
. . . .
. . . . . . . . . . . . . . . . . . .
4
Underground Wiring Required
- - - - - - - - - - - - - - - - - - - - ------------------------------ IX.
5
Lot Slope 15%
.6
SEPA Environmental Checklist/Hydraulics Permit
... ..................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..........
AJ 1A
.7
Tree Cutting Plan
q q4
8
Plat/Subdivision Requirements
9
Legal Description Verification
X..,
Quit Claim/Street Dedications
Easements - Public/Private
-fz
Engineering Storm Drain Review Fee
............. . . . . . . . . . . . . . . F� ............................. 11 . . . . X . . . . . . . . . . . ... ...............
13
Engineering 2.2 Inspection Fee
&,A7'
14-
Drainage Plan (On -Site)
4.
Setback - Top of Bank, Stream, Water Courses
mw �Mx..'M
/J 1A
16
Setback - Storm Drain Line
M, �MM-Mffl-
A/ 4
Open Ditch - Existing
----- -- - - - - - - - - - - - -
18
Culvert Required
ves
--1 6
Culvert Size
...........
pLA�Al
.20
Shoulder Drainage/Shale Open Runoff
. . . . . . . . . . . . . . . .
.................. ...... ...... x— . . . . . .
A10
21
Catch Basin Required
OS
'21.
Driveway Slope & Vehicle Access
2a,,,
Sidewalk Required
Curb & Gutter Required
ves
:.:-2
Curb Cut For Driveway Required
0z
.17f
S?/A
9
Street Paving Required
. . . . . . . . . . .
Right -Of -Way Construction Permit Required
........... ..........
Street Name Sign Required
go
Other Signing Required
FAA
:..30i
Bond Required For Public Improvements
M14
,FEMA Map Check/Watet Table
..,32-:::::
Side Sewer Availability
Calculate Sewer Connection Fee If No LID #
A[
Create Street File
;*X
. . . . . . . . . . . . . . . . .
..........
Existing Water Main Size
Water Meter Size
EKO;g - ---------- --
. . . . . . . . - - - - - .
Mlffiffl 7600
........ ...... ..........
Service Line Size
Water Meter Charge Required
Hydrant Required
4 . 0 .
Hydrant Size Existing 1116-_V
Fire Line Charge Required - Sprinkler
A2.
Street Cut
X.-M
- - - - - - - - - - - - - - - - - - - ----- ........... 'N. .
Miscellaneous
Reviewed By:
FIRE
P4.4-f-
&26,6/- - ,- P29. -, e,- -
PLANNING EOGI-N.E-ERING " Ez, P011M V'40RKS
3// -7 /116 jq�,, i� L
PUBLIC WORKS 0Epj
R E C 0 R D OF C 0 N T A C T S
1
21
2
22
3
23
4
24
Ar
5
25
6
26
7
27
8
28
RW PERMIT # DATE ISSUED RECEIPT #
9
29
10
30
11
31
32
13
PAID $ RECEIPT # DATE
33
SS PERMIT DATE I SSUEa5�Ag/'9? RECEIPT #//5-ZZ.
14-
PAID $ RECEIPT # DATE
34
35
36
37
METER SIZE3�'�/ PAID g-)DATE -7/-7/eRECEIPT #
18
38
19
39
20 ---40
"01/25/1992 03:06 7789006 MICHEL CO I NST PAGE 02
asa 8QILC;NG SEIRACK �,-WE SJTIJATE IN 04E CC
236TH ST SW ��,;2 7 - 7gl-4 Aq k
CONC.-MONICASC 58'37'50" E(As). 965.27
WITH LEAD AND TACK E(P)'
(W.WBER 19.94)
20' STREET EASEVEMT PREvouay
DEDICATED FOR RIGHT-OF-WAY
'IrY Of'
VA CA rED BY L
b9 A F. W. 8706250269
ci
5 -88'JJ'26' E 208.7�
4. 0 T "U
AF P10. 500214007!
15,
2&
N- 9,349 S 10 DRAINACE CASEVENr
Czw 10, -525 SF (TO asmT LOTS
�01` -A- 12 ANO 3)
�p 'No, 5-:5,5 - rg e i
'-'A.0r.
La
N N-3, 310 SF
co G-8 732 5F
Nm
1, 167 5F
(a$ 0
r 3F wl 1 1
40 cn
S AND Gzm!10,07� co 10' U77UTY EASEMENT (TO
e 1. 2 AND
'S CASEW04T I,( 8V4U7T LOTS
tin
WE"r LQrS 3.,5p 5' 1
7
7
26' 9671
10' U 77U TY EASEMEN T
(TO 804&RT LOT .3) 10' Ullury EASEVENT
A.F. NO. 9712=657
FOUND 4" DIA. C C. LJON
S 89'09'00- E M TH BRASS PLU
(JUNE 1995)
To
9 ' 71
.tASEJENT
LOT :
E
06
cl c z Fn
79J6
.9 -6.32
.5 79-79.07 F MTV
25, 00 -4, — — — — Cli
79,16
C4
C3 FOUND -3' OtA. BRA��S
3
ET
EASEMENT DETAIL DISK WIN 'X"
WTOBER 1�)9A)
4F
ACCEPTABLE TIGHTLINE MATERIAL
N-1 2 ADS*
Sch 40 PVC
SDR 35 (ASTM D3034)
�-147-5 0
CITY Copy
LOT' 1
934,9 50 FT p D 46 ;ko c_,(
V)O
39-50
ir
5 2
4f
% N.
67U rX
L6
- - - - - - - - - - - - - - - - -
Ll
29-50
25.OQ---
APPROI ED AS
LOT 3
8167 Sa FT
w0t
21-
20
Q:5j�
LOr
8,310 SQ FT
sE 'A sE 1ASEC. 31, T-27N, R.4E, WM.
236TH ST Sw 2' BRASS SURFACE DISK RECEIVED
EAST 114 CORNER SEC. 31
MIC W1 LED & TACK MAR 2 7 1995
PIERMIT COUNTER
SQUARE FOOTAGE TABLE
0 LOT 1-10,865 sq.ft
.p LOT 2-10.257 (G)sq.ft
'70 ai LOT 2-8,897 (N)sq.ft
a 1 C14 LOT 3=8,004 sq. ft.
VER77CAL DATUM
MSL (MEAN SEA LEVEL)
T13M. WSI CNF PT. #300 ELEV.=363.95
20' STREET ESWT PREWOUSLY DEDICATO,
VACATED BY CITY OF EDMONDS AFJ
87062502B9. SCALE- 1'=60
p
0 30 60 120
T- MERIDIAN. PLAT OF ROBERT E. THOMAS ADDIPON
Vi: f-'m
aw
15.
p I we-
f S 88*3.3'26" E
7a LOT "B' S.P. S-56-79
8'
AF. jf 80022130071
AL TAM'� �ASELMER
23617'78TH AW W
\\EDIWI NOS, WA. 981206;
C, =L
CPO E
10
-y/ �'/' �IN /
A I &-Q
88*33"'
At
MOD,
IRENE Ad. LOKELL
7705 238TH ST. SW
osil EDMONDS, �VA-.98266
L
T
-A,
15 MARCIA L. McCAR7-Y
23707 77TH AVE W
EDMONDS, WA. 98206
4?
'i4
MICHAEL J. MANOR
23710 77TH AVE. W
EDMONDS. WA. 98206
r ana
-ND- 1�7 �IALP.
CONC MON W1
BRASS pLUG
k
LEGAL DESCRIPTION
LOT 'A' CITY OF EDA40NDS SHORT SUBDIVISION
S-56-79. RECORDS OF SNOHOMISH couNTy,
C14 WASHINGTON UNDER A-F-hf 800221330071.
I HEREBY CERTIFY THAT THIS MAP IS BASED UPON
FIRE AN ACTUAL SURVEY OF THE LAND EMBRACED THEREIN.
H IYDRA i4 T THAT COURSES AND DISTANCES ARE SHOWN CORRECTLY
THEREON AND CORNERS HAVE BEEN STAKED ON THE
GROUND AS SHOWN.
238TH ST Sw
SW CORNER OF NE 114,
NE IA SE 114. SEC77ON 31
NOTES: MIC W/ 2' BRASS DISK
I. DUPLEXES ARE NOT PROPOSED FOR THIS SITE.
2. BUILDING SETBACKS: STREET = 25
SIOEYARD= 7.5
REAR YARD=15'
3. EXISTING ZONING = RS-8
4. TOTAL ACREAGE: 29,126 sq. ft.
LOT 'A* S.P. S-56-79
AF. 1 80022130071
KENNETH L. LONG
PROFESSIONAL LAND SURVEYOR
CERTIFICATE NO. 16916
VA&
ALA
16916
$'N —
EXPiRES: 5-25-IQM
356-2700
estern OR
Surveyors 742-5500
In c SHORT PLAT MAP
PRELIA41NARY
SONSHINE HOMES
DwN. BY DA TE PROACI MANAGER SGALF
RKL 3- 1 R. LON(.' I ll=At),
WUMN SUWEYORS VW-
1300 hW SO SOUM, EVERM. WA.,94204. W
94-101-A
NOTICE:
No warranty of accuracy.
The information shown on the attached
map(s) was compiled for use by the City of
Edmonds, its Employees and Consultants.
The City of Edmonds does not warrant the
accuracy of anything set forth on these
map(s). Any person or entity requesting a
copy should conduct an independent
inquiry regarding the information shown on
the -map(s), including, but not limited to,
the location of any sewer stub shown. Such
sewer stubs may or may not exist and may
or may not exist at the location shown.
Neither the City of Edmonds nor its
employees or officers shall be lia-b-le for the
information given on this map(s), nor for
any one representation provided based
upon said map(s).
The City of* Edmonds Water Service Drawing . EASEMENT NO . ............................................
NEW CONSTRUCTION R REPAIRS M LID NO . .................. . ASMT. NO . ..................
OWNER 1�001 ....... ..................................................... CONTRACTOR ............. ....................................................................... PERMIT N08.0_215.0.8
... .... ...... .
2-7 78" LEGAL DESCRIPTION: LOT..NO . ...................................... BLOCK NO . ....................................
JOB ADDRESS ...................... .................................
PWW-0001-11175 (REV.11/78)
.................................................... I .............................................................................................................
NAMEOF ADDITION .......... I ..............................................................................................................
tA_02:74A
I* i4-'---a- I
Ormaf.f%m _/," I t -so
7 S r8 Ave -\At - Approved:
DATE .... By . .................... ...
T ..........................
%
DATE S t4T. 0
E
BOND RELEASE FORM,-:
CITY OF EDMONDS
TO: ENGINEERING DIVISION
PLANNING DIVISION
FROM: CONNI CURTIS, ADMINISTRATIVE ASSISTANT
IDENTIFICATION NUMBER (Plat, ADB, Permit) —5 _q _5,- 6 4 a,
PROJECT ADDRESS a-3 ba kU-a,1,uU w1a
DEVELOPER/CONTRACTOR 4-A_u�
TYPE OF BOND TO BE RELEASED 6 LCIV-14 aW-b $ al d 61)
DATE BOND POSTED 1 �2196 N BOND EXPIRES
Please field -inspect the release of the subject bond. If there are outstanding
requirements, please note in the space provided. Failure to respond by the expiration
date constitutes approval by your division and automatic release of the bond.
1.
2.
3.
BOND APPROVED FOR RELEASE -_ 9.,j . --DATED-&.,;/ Ili
Signature I
BOND NOT APPROVED (SEE OUTSTANDING REQUIREMENTS)
WORK TO BE COMPLETED WITHIN
Copy to File
Copy to Developer/Contractor
DATED
DAYS. SUSPENDED TO: _/ _/ _.
QWy Docu--%-%EngnmMBONDSTORMSU3NDRLSFM.DOC
7
7V
PERMIT
CITY -'OF EDMONDS SIDE SEWER
18 '0
PERMIT N' _0 8 93 3
Address of Construction: 7 -7 1?
Property Legal Description (Include all easements):
MAY
Owner and/or Contractor:
State License No
Single Family
El Multi -Family (No. of Units—)
El Commercial
El Public
PUBLIC WORKS DEPI
T.
Building Permit No. e? �'o '�Z'�
Invasion into City Right -of -Way: P No Yes
RW Construction Permit No.
Cross other Private Property: No El Yes
Attach legal description and copy of recorded easement
I certify tKat 11have read and shall comply with all city requirements
as indicated;6n the back of the Permit Card.
Date
* CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION.*
OFFICE USE ONLY
FOR INSPECTION CALL W4-3M, PUBLIC WORKS DEPT.
77/—OA3�5
Permit Fee: — 4e,Oif 00 Issued By - �/ .
Trunk Charge: 95-eqo Date Issued: '5� �1 ilk
Assessment Fee: Receipt No.: 116-7 7
Lid No.:
Partial .1 nspection: Date —Initial.
Comments
Reason Rejected: Date —initial
Final Inspection Approved: Date 7/0A r initial �C_
PERMIT MUST BE POSTED ON JOB SITE
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Revised 3!90
a
The City of Edmonds
Side Sewer Drawing
EASEMENT NO . ............................................
I
NEW CONSTRUCTION Ig REPAIRS Fj LID NO . .................. . ASMT. NO . ..................
OWNER................................................................................................ CONTRACTOR ............ CQn5 .................................... PERMIT NO.
14
JOB ADDRESS ..94(0�Q ........ 7.3 ......... A3�t .......... Q ... .............. LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
d
lq
PWW-0001 -11/75 (REV. 11/78)
LF
VIP, -5-k-�LY�,-GF
r'� �
UFT ST.4-101�i
Approved:
DATE K .................. By .... M cj-P, M e-4 5
... .. ... . A .... .......................................................
A
�17 c
M
City.ofEdmonds
RIGHT-OF-WAY CONSTRUCTION
PERMIT Pe rmit Numbei- 0
Lssue Date--�- ba/ '9-T
A. Address or Vicinity of Construction: a) 7 h1- 4
B. Type of Work (be specific): C70-A-,01 -C�C,44-1 -e,—
C. Contractor: 4-e— e,5A�
<-7-zO -Y Contact:, L-
Mailing Address: eQ..,LZ =2a —77/ SLl-" Phone: a1_0 16 4?'Jb
0 Liability Insurance: Bon& $
State License #:
D. Building Pernlitqf# (�,'f 4plicabIl Side Sewer Permit # (if applicable):
E. EJ Commercial Subdivision [:3 City Project Vtility (PUD, GTE, WNG, CABLE, WATER)
C] Multi -Family. Single Family Other
INSPECTOR: 44 4,aq 92 (INSPECTOR:
H. Chargq�
F. Pavement or Concrete Cut,: 19�Yes 0No G. Size of Cut: x
APPLICANT TO READ AND SIGN
INDEMNITY.- Applicant understands and by his signature to this application to hold the City of Edmonds harmlessfrom injuries, damages, or claims ofany
kind or description whatsoever, foreseen or unforeseen, that may be made against the City'of Edmonds, or any of its departments or
employees, including or not limited to the defense of any. legal proceedings including defense costs and attorneyfees by reason of granting this permit.
THE CONTRA CTOR IS RESPONSIBLE.FOR 117ORK�IANSHIP A ND M4 TERIA LS FOR A PERIOD OF ONE YEAR FOLLO WING THE FINA L INSPEC, -
TION AND ACCEPTANCE OF THEWORK. ESTIMJTPD RESTOPA TION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED
BY CITY FORCES, AT WHICIf TIME AW R CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT
!Tb-
Two sets of construction drawings of proposed work required with permit application.
A 24 hour notice is required for inspection. Please call the Engineering Division, 771-0220.,
Work and material is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.,
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut trench work shall be patched with asphalt or City approved material prior to the end of the working day;
NO EXCEPTIONS.
I have read the above statements and understand the permit requirements and the pink copy of thep'ermit will be
available on site at all times fot:inspectionpurDoses
Date:
Signature: he,, 2p,
(Contractor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROVED BY: a
TIME AUTHORIZED: VOID AFTER DAYS
SPECIAL CONDITIONS: I-A1,41(k S k a-,,( 'J
1A I mg r., ell
14 ry it) ;-9 C 14
RIGHT OF WAY FEE: 30
DISRUPTION FEFIFUND I 11:
RESTORATION FEE:
T OTAL FEE:
RECFIPTNO.:
ISSUED BY:
0
NO WORK SHALL.BEGIN PRIOR TOTERMIT *ISSUANCE Eng. Div 1997
FIELD INSPECTION NOTES .(Fund 111 Route copy to Street Dept.)
Comments:
CONTRACTOR CALLEDFOR INSPECTION El YES El NO
Partial Work Inspection by P.W.:
-Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
CLEARING UH17S (rrV)
74% 10' DRAINAGE. EShe7 I
STA Y;19, 171T
% N 88-$J'26ff W 70.01, W/ SOLO LOOM Lo
TOP - Maft (MATCH OW
77'-�87APS-N72 0 aox
t 5Trtp)
EDLIE
LJ
+
CB#21M It 4e
STA 2+14 8W
WIS" LOWW LID
TOP - 347.0*(AIATCH GRADE)
I EJION 17
I -3Z47.
IE �T) 00
7-11V
��n
. (ppc
10TRAINAGE ESAeT
L2
ff
. ) I V INSTALLnLTER FAWC FENCE
_J, DURING CONSTRUCTON CTR C~Elsm4W.19
FLOWN TO SE
\ I ! I - I I
p ED I I V
A7 STA 2+10,74,SWT
AOINX.4mw 37,0700 1 1 0 W LOCAM La
-3w
i;OW-347
E( -34200
OL A-
OL
"DIA LP.
2'
�rn
eS8L 14.e,,- eADS-412 0 1589
85 OJ srip
co
0"ACTUR 10 LOCATE 4ND
71E INTO EX 6' SENIER WE
AND.06TALL CLEANOUT.
FND 4* DIA
CONC A40N
BRASS PLUG 210' 60PVC
MINIMUM DEPD(UF ILINTE
2.0% WN. SLOPE 74.,1
STA J+ WR'Rr
'LEM OUT (Typ.)
V/ CASTIRON COVER
MISE TO GRADE OF RNISHED
"ROUM AND SURROUND
I 1'x f CONCRETE PAD.
TYPE 4 WIWLP' LOMP- Lff;'..
70P - jXft.
MATCH PWT hLWIM
E - 3all 1
365
de
--mim
120THICK Mft—�
66
TEMPORARY CONS
T..
Dasr ME I CA
RIA10.330-07
EX. 12ORCP Em.327.66
EX leRCP'N=,327.71
er RCP'SO327-75
p
RIM
12ro
p
P�.
p-
325.1
INVOM.94
EXXITCH
4;;�- In �--
ALONG
7m 1,7 � F737 5,15,7 1
CA FILE NO.�(q,�
MAR 6 1998 Critical Areas Checklist T-
Site Information (soilsftopograph�/h drology/vegetation)
1. Site Address/Location:
Vk:
2. Property Tax Account Number:
, C, SEP 2 7 1994
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed?. no. PERA11T C0L,,V
--,A_yes TLC
If yes; how is site developed?-- j iw�lf ain� ol
5. Describe the general site topography. Check ail that apply.
Fht' 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 6&feet).
Hilly: slopes present on site of more tnhV*o&% and less than 30% a vertical rise
of 10-feet over a horizontal diistaW,� to 6&fed)-
Steep: grades of gropter than 30% present On si�,P(4a j%rti ris
cal * e of 10-feet over a
feet)
horizontal distance of less than 33-
Ar 2
Other (please describe): %gWN'.
6. Site contains areas of year-round standing water:
Approx. Depth:
7. Site contains areas of seasonal standing water: A Approx. Depth:
What -season(s) of the year?
8. Site is in the floodway floodptain of a water course.
9. Site contatqs a creek or an area where water.flows across the grounds surface? Flows are year-
round? - Ne� Flows are seasonal? (What time of yeaf?
10. Site is primarily: forested meadow shrubs mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wedand is present on site:
V.
Z-7 V,,,n,
City of Edmonds
Critical Areas Checklist
Ile 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 purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Area are or may be
present on the subject property. IMe
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 the City. The City win
review the checklist, make a precursory site
visit� and make a determination of the
subse4uent steps necessary to complete a
development permit application.
With a signed copy of this form, the
applicant should also submit a vicinity map*
or plot plan for indiv Fdual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
other pertinent infonnation (eg. site
p.4n, topography piap, etc.) or studies in
conjunction with this Checklist to assist
staff in completing their pmraninary
assessment of 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 -
Name
Street Address
City, State, ZIP Phone
Signature Date
Applicant Representative:
Natne
.'231:)� -7s-k , '- - . '
Street Address
1-7q
JAW. 9%0-.Il 7-7Z-7--)
City, State. ZIP Phone
ehly
Siinature -7Z-, Da-te.
LbV
CITY OF EDMONbs
CONSTRUCTION PERMIT APPLICATION
USE
ZON _q
L E
PERMIT
NUM.BER
Joe
ADDRESS
fA
)SUITE/APT
rC � I
#
OWNER N�M41NAJE OF
,PUSINESS 1.
('01orI61c";716v�
I'PUBLIC
LEGAL DESCRIPTION CHECKI
le-r / -s-9s -4z
,
SUBDIVISION NO
Z
LID NO,
L I D 106
�
MAILING ADDRESS
�J ..
RIGHT OF WAY PER
OFFICIAL STREET MAP.
-5 C;I�
TESCP Approved if.
;Z CITY
NAME,
CC ADDRE
0
for k I —TY
)NENUMBER Rw Permit Required 0
7 EXISTING 4-o REQUIRED DEDICATION a 11/1
Street Use Permit Req*dA5
Inspection Required Y6 2-
2 PROPOSED 4-o Sidewalk Required Jlo ff a:
— W
MET5R SIZE LIN)= Siff NO. OF FIXTURES PRV REQUIRED
YES IR/NO
NUMBER
STATE LICENSE NUMBER
LeQaI Description of Propertq - include all easemen
TaiActiount 17,". 7
1 12704
(n -- Or)04-
Pamel No. -4--
NEW
RESIDENTIAL
PLUMBINGIME CH
A
COMPUANCEOR
D
ADDITION
COMMERCIAL
APT. BLDG.
CHANGE OF USE
REMODEL
SIGN
XA
GRA
FENCE
REPAIR
�`A4
CYDS.
x _FT)
WOODSTOVE
E] DEMOLISH INSERT
SWIM POOL
HOT TUB/SPA
[XCGARAGE
RETAINING WALIJ
E]
RENEWAL
ARPORT ROCKERY
(TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
to&, 1-/ 0 04 C
NUM13ER
OF
2,
NUMBER OF
DWELLING
CRITICAq,
STORIES
UNITS
.R
:R
DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
N07 ir)t) AP,'PQ� V,-b Pe- - 06 tT 1
S,�) 43-D I I/ I S ILI A-1 I T CF
ENGINEE71NG DATED
REVIEWED BY
�EMO
FIRE MEMO DATED
REVIEWED BY
VARIANCE OR CU
ADB #
SHORMTRiiiiiiiiiiiiiiii�
SEPA REVIEW
SIGN AREA.
HEIG14T
COMPLETE EXEMPT
ALLOWED PROPOSED
ALLOWED
E]XP
LOT COVERAGE
REQUIRED SETBACKS (Fr.)
PROPOSED SETEACKS (FT)
ALLOWED PROPOSED,
FRONT SIDE REAR
FRONT UR SIDE REAR
�
075 x U
LaNNING
-LOT AREA
REVIEW ZY
I
BY ITYPE OF
SPECIAL INSPECTOR A
)W
ag occu
REQUIRED YES ::� lbfW I LOAD
REMARKS
PROGRESS INSPECTIONS PER LIBC 108
FINAL INSPECTION REOUIRED
VALUATION FEE
PLAN CHECK FEE
BUILDING
HEAT SOURCE:
GLAZING
PLUMBING
Plan Check No.
MECHANICAL
GRADING/FILL
This Permit covers work to be done on private property ONLY.
Any construction on the public domain* (curbs, sidewplks,
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
Permit Application: 180 Days
Permit Limit: 1 Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
"Applicant, on behalf of his or her spouse, heirs, assigns and
ENG. INSPECTION FEE
successors in interest, agrees to indemnify, defend and hold
uW'
harmless the City of Edmonds, Washington, its officials,
m
employees, and agents from any and all claims for damages of
<
whatever nature, arising directly or indirectly from the issuance
of this permit. Iss6ancwof this permit shall not'be deem5d to
PLAN CHECK DEPOSIT
modify, waive or reduce any requirement of any city ordinance
0
I
nor limit in any way the-Pity's ability to enforce any ordinance
TOTAL AMOUNT DUE
provision."
"50
1 hereby acknowledge that I have read this application; that the
ATTENTION
PLICATION APPROVAL
Information -given is correct; and that I am the owner, or tho duly
authorized agent of the owner. I agree to comply with city and
state laws regulating construction; and In doing the work authoriz-
THIS PERMIT
AUTHORIZES
T his application is not a permit until
ed thereby, no person will be employed In violation of the Labor
ONLY THE
.
signed by the Building Official or his/her
Code qflflt� State of Washington relating to Workmen's Compensa.
WORK NOTED
Deputy; and fees are paid, and receipt is
tion lAsurance aria RCW 18.X.
IN SPECTION
acknowledged in space provided.
SIG"R�I(qWNER 0 A E A I N
DEPARTMENT
CITY OF
OF 101 IG E' ATE
�4m
EDMONDS
CALL FOR
—
REAA�Eb BY. QIATE'
ATTEWtION
INSPECTION
A7,
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
771-0220
ORIGINAL — Fiie YELLOW — Inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
SECTION 109
10247
PINK — Owner GOLD — Assessor
_j
4A
4-1
rw%
Y
s
Aw- Lo-r I
?4 75 EMVIO L) So
ACCEPTABLE TIGHTLINE MATERAL
N-1 2 ADS
Nq' Sch 40 PVC
SDR 35 (ASTM D3034) s
FIL
E
ING
0
LOT' 1 -Apo-
9349 50 FT ,J&z e-.-,1.20C-y
39-50
F F -3 516 .4-1
L
VV
-----------
61.8 5 %
7 %
�9-50
APPROVED S NOTED
LOT*.,'
8.310 5Q F T
LO'r,
81667 Sal FT
PLANNING DATA
NAME:- &tia—
SITE ADDRESS: ATE:
ZONING: PLAN CHK#:-
PROJECT DESCRIPTION:
CORNER LOT----LO (Yes/No) FLAG LOT � NO .(Yes/No)
SETBACKS:
Required Setbacks:
Front Left Slde:--%;� Right Side: Rear:
Actual Setbacks: 5z)
Front: /10 Left Side: Right Side: R e a r: -25.
Street map checked for additional setback required? (Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED �j (Y/N)
LOT COVERAGE:
Maximum Allowed: Actual:
BUILDING HEIGHT:
Maximum Allowed:— Actual Height:
Datum Point: UA/&�Watum Elevation:
A.D.U. CREATED?: ED
SUBDIVISION: e-?QjLAb 46yhj-9,,,,
CRITICAL AREAS #: 0 q - 195-
SEPA DETERMINATION:
LOT AREA:
OTHER:
E-ILE CA FILE NO�qq —
T F
rifica Areas Checklist
Site Infonnation (soflshopography'/ h wtiWNMe�fion).'
Iry
1. Site Address/Locafion: V)
2. Property Tax Account Number-,
3. Approximate Site Size'(acres or square feet): '2L416i�
4. Is thissite currently developed.? —,X—yes; no.
If yes; how is site developed? V AgL&se aji,� C"
9
-5. Describe the general site topography. Check all that apply.
VC0
SEP 1994
PERMIT COUIVT
FLat:' less than 5-feet elevation change over entire site, - -
Rolling.- slopes an site generally less than 15% (a vertical rise of 10-feet over a
horizontal distance of 6"bet).
Hil I y: slopes present on site of more thad-15% and less than 30% ( a vertical rise
of 10-feet over a horizontal distanceof 33 to 6&feet).
Steep: grades of gr"er than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-fect)-
Other (please describe):
6. Site contains areas of year-round standing water. a Approx. Depth:
7. Site contains areas of seasonal standing water. 4, Approx. Depth:
What season(s) of the year?
8. Site is in the floodway floodpWn of a water course.
9. site conta a creek or an area where water flows acrioss the grounds surface? Flows are year-
round? Flows are seasonal? (What time of yeaO.
10. Site is primarily: forested ;meadow shrubs inixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site:
--CitY.5taffUsc0-"
-For*
......
zoo
77..
1EW X�,, f
.,,jna
:W-4';(laqd -or�CA- fti�#jddjcates wetl=d;prc=t owsit4Z.
--e* >
..7
WW
I W. ot� SU ha
bsid-tiribe;,*1ands1W' 72rd-.-area?
VIM
1AIR
4*..:�,�,
WA T f0 K�'
X
'GON
Q JUT 01
S
'M-A,
T.
%:
V"09r-"M
City of ]Edmonds
Critical Areas Checklist
The Critical V= ChwMist 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 purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Areas are or amy be
present on the subject propedy. 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 sod' surveys). ,
An applicant, or histhcr representafive.
must fill out the checklist, sign and date it,
and submit it to the City� -Me CIty will
review the checklist, malm a precursory site
visit, and rnalm a determination of the
subsequent steps -nc=sary to complete a
development permit application.
With a signed copy of this form, the
applicant should also submit a vicinity map*
or plot plan for individual lots of the Fwcel
with enough detail that City staff can find
and identify the subject parccl(s). In
addition, the applicant shall include
other pertinent infonnation (eg. site
PlAn, topography piap, etc.) or studies in
conjunction with Wks Checklist to assist
staff in completing their prelintianary
as��ssment of the site.
I have completed the attached Critical Area Checklist 'and allest tI* the answers provided am
factual, to the best of my knowledge (fill out the appropriate tolumn below).
Owner / Applicant: -
Applicant Representative:
Name Name
Street Addr=
City. state. zip . Phone
Signature Date
Stred Addr=
7-7�-V7 7'1
City, Stat,�, MP Phone
— -.' i eAlv
Si&atwe Date
5-qj�e+L
r
LW TABLE
NO.
6EARIM
D 1,S TANCE
L 1.
N 46'32'-17" E
21.00
CURVE TABLE
DEL TA RAD i US L EWTH
c 1
90*00,00, '10.00
15.-7'1
C2
90*00'00' 20.00
31 42
�3
. 90*00'00* 20.00
31.*42
C4
90*00'00* 10-00
15.77
k
4
P
co ;;
A CCESS AVn
UTIU77ES EASEMEh
(TO BENEFIT LOTS
1. 2 AND J)
LEGEND
0 SET 112" 24' REBARICAP W9 1�916
FOUND A40NUMENTICASE
I& FOUNDMONUMENT
(C) CAL CUL A TED
'(p) DATA PER PLAT OF BEHEKI (voL. j 7.. PG. 28)
M MEASURED
PROPERTY LINE
x -X—X— FENCE LINE
BSBL BUILDING SETBACK LINE
236TH sr SW
FOUND.CONC - MONICASE S 88*3751" E(M) 665-27 (M)
KITH LEAD AND TACK S 88'37'00" E(P)
(OCTOBER 1994)
STRt:tT ILE
20'. STRE:ET EASEMENT PR
4 ' EVOUSLY.
C
A E F R H 'D
-DIC T D Tio�
DEDICA TED FOR RICHT-OF-WAy
V 7 Y Cl Y
ACATED BY CITY OF EDA40NDS
. 8 06
p ZE
I PER A-F NO. 8706250:289
S 88,33
208.71
L 0 T "B'
Sp 1�o. S-56-79
N 88'33'26' w
A. F. NO. 8002140071
Q, DRAINAGE EA
N= 9,349 SF 10
SF
G= 70,325
LOT 'A' (TO BENMT LOTS
25 " : 1. 2 AND 3)
i , SP NO. S-56- 79 e - — I
A.F. No. 8002'1400711
7
�26"
70.01
11-3 �7
2 15
t-9109 QQ4
- - I N=8,310 SF
G-8 732 SF
3
7.5
N= 8,16 7 SF
00 G=10,071 SF (n; c'o
I cb, :;z 10' U77VITY rA0rlfrKj-r
r
*
to BENEFIT LOTS 1, 2 AND 3)
15
113.68 ----- —85. o
3
198.7 1
lo, unLITY EASEJAVIENT
(TO BENEFIT LOT 3) 10' UTILITY EASEMENT
— A.F. NO. 9712030557
A, PPRO " RECEIvED
VED 3y PLAN[W46-� JUN 2 9 1993
PERMIT COUNTER
78-rh, Ava, W,
178. oo'
'd
9
A
FE(15T 1,06
70
F r )jAr",
LW I A r,
U
7 4- �V 2 2
C6
li:
-26'6'46 SCP F-r,
104.00,
ex 1'5
Wopuw
0
?,+Tom 'PT. -,,- 1co
1, = po'-O'
3G a7 7? TH AVE, k).
'H, 776 - e+79?
THF- AIV, 2OV' OF7-1j6
T/ta IF TfiG VE.
09
QU.
rw5p Z7 A/'
co, 4r,)14.
FRP
/V C'O 00
eRea�fl
IT 7c —��,4 4 4 T -i-c, o. / 2 -
Al AA) Ole 5 + ? 17,52
C W, 791
91y, 2 1 70
?/1. 714,51- O�5Y.7 -o-
""TREET FILE
N
CITY OF EDMONDS
USE PERMIT 0-)
ZONE
NUMBER -';f —1
CONSTRUCTION PERMIT APPLICATION
IL
joe 7TE/APT #
ADDRESS. -7,
7$3 0,E
OWNER NAME/NAME OF BUSINESS
'ARL&A,�F .11��6;0(1/
LEGAL DESCRIPTION CHECKI
SUBDIVISION NO.
LID NO.
cc
W
MAILING ADDRESS
23627 7 9 7# A 145 P,).
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
TESCP Approved C3
CITY ZIP
COMO
TELEPHONE NUMBER
76 �1777
7,
EXISTING — REOUIRED DEDICATION
RW Permit Required 13
Street Use Permit Req'd 13
L
PROPOSED
Inspection Required 0
Sidewalk Required 0
0
NAME
REMARKS
W
Z
ADDRESS
U
Z
W
CITY ZIP
TELEPHONE NUMBER
(c
NAME
ENGINEERING MEMO DATED REVIEW BY
ADDRESS
METER SIZE
BUILDING SUPPLY SIZE
NO. OF FIXTURES
(0)
<
Z
cc
CITY ZIP
L-1L,�61)j1z)o6D ft37 17�41-f577
TELEPHONE NUMBER
REMARKS
STATE LICENSE NUMBER . EXPIRATION DATE
SIGN AREA
SEPA REVIEW
ADS NO.
_D0L1_A_PG0F5-'1MQ
\104
ALLOWED PROPOSED
COMPLETE EXEMPT
Legal Description of Property - include all easement 11Nwa
Z
2 7 Cii 0 t A/ 2,09,FrOF
1
I ;�l
SHORELINE 0
9
EXP
CL
L)
I
5. 16 E h)— 242. 7 f T 0E /VZ-
VARIANCE OR CU
PLZANG,�.EVIEW BY
.7// Dee
_j
5-c. Ry-, I-F- 55 F-Iv-,3r-ra ra A) Elk�-
SETBACKS - FEET
-
HEIGHT
COVERAGE.
Z
2
uj
S R
FRONT I IDE EAR
ILOT
/
-4, S
Property 7// *0 0 ;K,5-1. oo 6 A 4 (5 /V Z Al '5
REMARKS
Tax Account
Parcel No. .2/ 17 C> V- 6 -0004/
NEW RESIDENTIAL PLUMBING
ADDITION COMMERCIAL MECHANICAL
APT. BLDG.
E] El
REMODEL SIGN
HEC ED BY
iTY E OF CONSTRUCTION
CODE
HEIGHT
GRADING FENCE
REPAIR CYDS- i x _ FT)
E] DEMOLISH WOODSTOVE SWIM POOL
INSERT HOT TUB/SPA
SPECIAL INSPECTOR
AREA
OCCUPANCY
OCCUPANT
REQUIRED 13 YES
GROUP
LOAD
GARAGE RETAINING WALL/
CA RENEWAL
ROCKERY
-MARKS
0
PROGRESS INSPECTIONS PER UBC 305
(TYPE OF USE, RUSINESS OR ACTIVITY) EXPLAIN:
.
Cr.
NUMBER
NUMBER OF
CRITICAC�
Lu
0
OF
DWELLING
81A
AREAS
I
CC
0
STORIES
.
L
NUMBER
DESCRIBE WORK TO BE DONE (ATTACH P00T PLAN)'
FINAL INSPECTION REOUIRED.
147 - ?, o I I— b OA-�# 51_� EP QAD
EX1571Z)rz EL),0L)2A_T/Z)--'J 51,41
VALUATION
FEE
PLAN CHECK FEE
Z
BUILDING
73
HEAT SOURCE:
A/bx)
GLAZING
%
PLUMBING
[Plan Check No. /� -7—
MECHANICAL
This Permit covers work to be done on private property ONLY.
GRADING/FILL
Any constructlon.on the public domain (curbs, sidewplka,
STATE SURCHARGE
ciriveways, marquees, etc.) will require separate permission.
Permit Application: 180 Days
Permit Limit: I Year - Provided Work Is Started Within 180 Days
TORM R A I
STORM DRAINAGE FEE
D
No , IN S P E C
ENO. INSPECTION FEE
"Applicant, on behalf of his or her spouse, heirs, assigns and
,n
successors in Interest, agrees to Indemnify, defend and hold
24
harmless the City of Edmonds, Washington, Its officials,
5
employees, and agents from any and all claims for damages of
<
whatever nature, arising directly or Indirectly from the Issuance
of this permit. Issuance of this permit shall not be deemed to
H
PLAN CHECK DEPOSIT
PLAN C E C
_3
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
TOTA L
TOTAL AMOUNT DUE
A
provision."
u
I hereby acknowledg; that I have read this application; that,;he
ATTENTION APPLICATION APPROVAL
information given Is correct; and that I am the owner, or th.9 duly
authorized agent of the owner. I agree to comply with city and THIS PERMIT
state laws regulating construction; and In doing the work authoriz. AUTHORIZES This application is not a permit until
0 signed by the Building Official or his/her
I
ed thereby, no person will be employed In violation of the Labor ONLY THE
Code of the State of Washington relating to Workmen's Compenea- WORK NOTED Deputy: and fees are paid, and receipt is
tionJnsurance. acknowledged In space provided. -
INSPECTION
(OW Ul ORA 1�1 7 A DEPARTMENT
O�F F I I L �Sl G URE DATE
CITY OF
EDMONDS 7//-3N_3
CALL FOR DATE
ATTENTION INSPECTION ;1_1_1V_ f3l
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
771-0220
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL - File YELLOW - Inspecilor
I
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
�u A r3vco -0 DIMV n r'nI r) Aq,;P,,,nr
STREET FILE
2,MO61 h" V
or Z i
LA 2vll X I
ck 23412 '34011
[419 3 13418 3417, 234M
742SY Z302 3q2j �112 �lv
23428 3423
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'* 235J2 [3,432,
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14 23506 40
ILVTPtIAAAf il —
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236-
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3601
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1701 Z3709 237/0 37o 236 3
23717 93711 37/2 2371 Z3740
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Z3721 Z371 23700 2371f
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21915 11
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MY 39ZI gig 19
239WO4
A =2�" Zia 'T993 23830 1
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VW AM USED
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W771
-----------
ac
tJ
STREETFILE APPLICATION CARD No . .......................................
for
The City of Edmonds SEDE SEWER PERrMT
OUTSIDE INSIDE REPAIRS E] EASEMENT No . ......................................
t r> / IDR
OWNER..... ........... /// ......... CONTRACTOR .................................................................................................... PERMIT No.
STREET t-'- 1/-)
...... ....... AVENUE LOT N ................................................... BLOCK No . ...............................................
HOUSE No - --------------------- ......................................... o . ............ 7?
NAMEADD . .......................................................................................................................................................
; 0
\":A
11 '10,
4b
Date Approved:
BACKFILL WORK ORDER ISSUED ................................... DEPOSIT, $ .............................................
SEWER WORK ORDER ISSUED .......................................... DATE;
... By
j...............
APPLICATION -
for
The City of Edmonds S11DE SEWER PERNaT
NEW CONSTRUCTION REPAIRS EASEMENT No. I ........................................
e) 203-04050
OWNER ........... �psen, Wesle,'
.............................. y ............................................................. CONTRACTOR .................................................................................................. PERMIT No...
ADDRESS ....... 23.627 ... 78.0..Aye ....... W ....................................................... LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................
NAME OF ADDITION
0
to
0
DYE TESTED ON SEWER, 1972
Approved:
DATE......................................... ...... By .................................
The City of Edmonds
APPLICATION
for
SME SEW= PERMT
NEW CONSTRUCTION 0 REPAIRS 0
OWNER......................... ...................................................... il ---------------- CONTRACTOR ------------- -- ..........................................
ADDRESS .... ................... .
........................ LEGAL DESCRIPTION: LOT No . ..........................
NAME OF ADDITION ..............................................
VIA SALL**-A*
I UFT STAr#u"
1. — F1
EASEMENT No . ..........................................
/- /J) / D F)
................................. PERMIT NO.
................ BLOCK No - ----------------------
Approved:
DATE .....
... ....... By .... .. 1�� .......... .........................
V
57��
...City of -Edmonds
RIGHT-OF-WAY CONSTRUCTION.
PERMIT Permit Number. Z-7
Issue Date:
A. Address or Vicinity of Construction:a-UmL-7
o B. Type of Wori (be specific):
C. Contractor: f.Zdz & c7/0 Contact:
Mailing Address: eP6.X.A_ )I,,L /'r-// _r6— Phone: ti�$_ - 77 Ic -.0L.J
State License #: !C&4c Io-,6 x- Liability Insurance: Bond:$
D. -Building Permit # (if applicable): Side Sewer Permit # (if applicable):
E. 0 Commercial 'A Subdivision El City Project Utility (PUD1,,GTE, WNG, CABLE, WATER)
Multi -Family EJ Single Family Other
INSPECTOR: JAI 4 / 7-,C 1/77-7 I14SPECTOR:
F. Pavement or Concrete Cut�tl 0 Yes 0 G. Size of Cut: x H. Chargq�_$
APPLICANT TO READ AND SIGN
INDEMNITY.- Applicant understands and by his signature to this application to hold the City of Edmonds harmlessfrom injuries, damages, or claims ofany
kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or
employees, includingornot limitedio the defense ofany legal proceedings including defense costs andattorneyfees by reason ofgranting thispermit.
THE CONTRACTOR ISRESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC-
TION AND ACCEPTANCE OF THE WORK ESTIM4 TED RESTOkA TION FEES WILL BE HELD UNTII THE FINAL STREET PA TCH IS COMPLETED
BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT
Two sets of construction drawings of proposed work required with permit application.
A 24 hour notice is required for inspection. Please call the Engineering Division, 771-0220.
Work and material is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut trench work shall be patched with asphalt or City approved material prior to the end of the working day;
NO EXCEPTIONS.
I have read the above statements and understand the permit requirements and the pink copy of the permit will be
available on site at all timesfor inspection -purposes.
Signature: 4. 1 Ace,� Date: —q— ge —
(Contractor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROVED BY: RIGHT OF WAY FEE: 30
TIME AUTHORIZED: VOID AFTER ea DAYS DISRUPTION FEE/FUND I I 1:rl�
SPECIAL CONDITIONS: Rae ,mp"60 t04A)-;-,V RESTORATION FEE:
T OTAL FEE: —?,o
9
ISSUED BY:
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div 1997
El NO
CONTRACTOR CALLED FOR'INSPECTION El YES
Partial. Work Inspection by PX:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date: