21104 70TH AVE W (2).PDFIIIIIIIIIIII
5522
21104 70TH AVE W
0
*PLANNING DATA 19
New Commercial I Multi -Family Projects
=FILE I
Name: Cp
,4- LLC,
Date:
!tVl I /I a
Y
SiteAddress:
__ Q 'S (A.
n v*,
A
Plan Check #: BLD - a0lo - CQcta
Project Description:
Use(s) Proposed:-,--,,,,-
Allowed Use: (YD NO
CUP File Number: A11A
To Allow What Uses:
Legal Nonconforming Land Use Determination Issued: (YES 0�p
Reduced Site Plan Provided: (YES
Zoning: CICT ;Z
Map Page:
Comp Plan Designation: 9 C�
Corner Lot: (YES 16P
Flag Lot: (YES,---
ADB File Number (date . waived): Act,.,,,. 1_41 zA, #_
rcv�ea, �-,/aq/lo
Lot Area:
A10
Sk De-,
Plans Match AGBApPA�d: (0� NO)
—
Shoreline Required: (YES
Critical Areas Determination #:
El Study Required
R Waiver
SEPA Determination: E
K Exempt
El Needed (for sites with 500 cubic yards of grading or within 200 feet of Puget Sound or Lake
Ballinger. Requires: (1) Fee, (2) Environmental Checklist, and (3) APO List with notarized form).
Require' d Setbacks
Street:
Side:
Side:
Rear:
Street-
Side:
Side:
Rear.
Lot Coverage/FAR Required:
Lot Coverage/FAR Provided:
Lot Coverage/FAR Calculations:
Building�Height,
Datum Point: 1%11A
Datum Elevation: WA
. - I
Maximum Height: NO
Actual Height:
Subdivision: NIA �1_3
Lot Aggregation �equired: A/ tA
Land.464ping
Landscaping Matches ADB Approved: k*2�sr-ftT%n on, 2,4/e- aP s4e. �Tne�-,_\ky
Landscaping Bid Provided: (YES M'0-3>
Bond Amount (100% Bi'd;:
R/ I C- -,(-0 (A C4�\.- I
4elor
Plan Review B
y
ow�
0- PLANNING DATA 0
New Commercial I Multi -Family Projects
STREETrn E
ercial � �,drkin 4
Business Name
Type/Use
Parking
Ratio
Tenant
Area
Required
Parking
c
PZA-&,A vc� e,-cA
I/acoax.
5�'\'
�.00 e.-,,PWYe&Q).
a. q 9G a.�,
e-, VAo-7-&5
Total Parking Required.
A>C,
Total Parking Provided.-
'P,4ikin
# Bedrooms per Dwelling Unit
Parking Ratio
# Units
Required
Parking
Studio
1.21D.U.
1 Bedroom
1.5/D.U.
2 Bedrooms
1.8/D.U.
3 + Bedrooms
2.0/D.U.
Total Parking Required-,
Total Parking Provided.
cxA!z:,cfe,
skecA cc�-t._\_.ts
4 a,
sk, A�c - , 'S
C
Ls A-o el 'A.Se- k.-ACI lklll,ed
1G. Go. Iff-I X f
Per f,�e_ SYaOAC) e::t �Sp,
CO. %ii-s-m-e— A/c, reV,.�t
10
t6-cor-IN ;4DL
C-0. !f2tk
L-1
Plan Review
,��Y�
.,CITY OF EDMONDS
PUBLIC WORKS DEPARTMO FOR INSPECTION CALL laermit N? -6729
SIDE SEWER PERMIT 775-2525 Ext. 220 Issue Date
PEP -MIT MUS� BE POSTED ON JOB SITE
Address of Construction 0 2 0—
Property Legal Description (include all, easements)
tl�3. Single Family Residence Multi -Family No. of Units
commercial
4. Owner and/or Builder _7
5. Contractor & License No. JA t c> c-, On o"
6. Invasion into City Right -of -Way: No Yes (If Yes Right-of-
way Construction Permit Required Call Dial Dig (342-5344) before
excavation) .
7. Cross other private property: Yes No --I- Easeme4Akkq%4QURS
attach legal description and county easement number -BEFORE YOU DIG
READ THE FOLLOWING AND SIGN . : 1- 800-562-6478
a. Property owners must obtain a permit to install side sewers on
their property. A licensed side sewer contractor must be employed to
construct side sewers in the public right-of-way.
b. The side sewer contractor assumes full reponsibility for each
installation for one year.
c. Commercial establishment requires a minimum of a six inch (6")
side sewer line.
d. Side sewers may not be installed closer than thirty inches (30")
to any structure.
e. Side sewer lines must be laid at a minimum grade of 2% (1.150)
and maximum grade of 100% (450). 0
f. No turn in side s8wer greater than 45 (1/8,bend) is 0 allowed
between cleanout. All 90 turns must be constructed of a 45 (1/8
bend) and wye with removable cap.
g. No down spouts, footing drains or floor drains can be connected
to side sewer system.
h. Pea gravel is required for bedding when installing sewer lines
�:htough other than granular soil.
i. Cleanouts are required at 30"-60" from each plumbing exit line
and at minimum intervals of 100' along sewer 'line run.
j. Trenches within City right-of-way must be'restored to original
conditions. Contractors shall be responsible for right-of-way failure
due to poor compaction of fill.
k.. Side sewer must be left uncovered until inspected and approved
by the City.
1. Inspection during normal working hours only. Two (2) working
days notice required.
DATE:
certify that I have read
and shall comply With the above
EPERMIT FEE: o?.7, —'o DISAPPROVED BY: Date:
ow //-eW,7 A e_h-?V—qe .2 Z-, -0-2 By: -Date:
CONNECTION ItEE: APPROVED By: Date:
0
44 PERMIT MUST BE POSTED ON JOB SITE
-----------
10 TH AVE VX "IT
W,
---- -------
LX (v , Lor EA c F- Pr
Hr- soLm4 110 Fr.
A-;� PEJ!- PLA17 P-ECO�ZSD 14 VOL,
OF: P`-47t -n�4 PAISE 11, LF-009,D15 OF 15K04CM jl,�H
CouN7Y
zow F-: C (A - CDVIS 19lq U E�C,
OCJ-- L� PA-4 cy: H -,z I w - 1,6-z
P a,i� &SHE -, -L-
I STU-EET �-I-TeAcr, r)WLy
PEj6pr LIWIT':
TYrS c!�-- cx--N---7tucrl0�4: Y--�J
5UIL�)JQ6 AWA! 141(.p --p
PAg-K;K6 : (1) tPACF- PM
Zco z la.41; vi 'sFACE*
(11) FULL 95IZfV PAL-KIWG ��pLCEe, proVIOW IW
oL.imcoz t7OL46F- A�W
W
EUILD116 AUA 4 f4v+-6
Z-vi IA:,'�rEk- '5YSTE�vj: 7-1 E--Ea 17ES6NEC To mE-er ory of:'
'OF V;A040!kCA�C, EY F-t461�,tf:'L
�oufz OcLuPAWcy -:-�,GPAQLATIOW IZEQ D
5F,jv4ss9 B-Z, H- 4
10L MAT F-PALt 4—F 4�
-4&IUk-AC-- 'OF tWILC�JNC� tKT. CAJI�M' LkqFC) Cf
77) N.� 1,A&LI e- t4 11 W
"PAVE-( 4-,!SF-Z04 CCV-,�F� CCLOV A ;fN -
Hrr'H CZ)G�Wc.�;
e-'f' :;EA�JW-ft A-$5---IFALfC
- --j F � ! -I F e � C E - E, 1-0 ,-, �- rp 4 A ,, r- N, �Jl
E411-4AL 70 "C-CWPIC, 1�-TAlt,�" "FIC.Ir- C.ICAy.
t) _ I-
r-ACE- 6L�-- 7t) HA\/E e.,TAjN CoLM
"70 1'0 COCOA .
�447URAL fikjj,.-�*4
A �j U W/v� Plop_ CN G-y-ITH rLf VA*.noki
r-AIKITE-C) Stl&r- C-.lrZAY aJ--e
�,- E5
6 -0 L44-1 F, CAT F. or- P, K�f_ F! e r- D F TT, -CT in �-4 Cf f -:;r.%.j
�-T-AThC*4 rt 5LXi
A U. L - Lj-'5TF-D'
�476r-L-F-D. d5up-.>MIT, PLAO -ro
pqucc 10 G0145-1-rkucTlof4
(1) '40 EC, F i iZ C, F-,Tl f-X,.j F --, - T
-<* Ttb
A AOL 1.
D C' P--C Fl�-f- To 6E
K�ALJ- �ZUt�TEC 1�4
LAQo--)C,Apj 0 4
bb
HMIFC�ZAL VAZiE-iY z
8
-;�ALAL E�Lll;�H 1,27:
C)
CW-105 E-(C o,2? Tr-
VIWF- KAPLf�
X,
��Aet (2!' TWI
1516W6
,E46N NO-1-2 1 -0 6 1-di � ic
" E=� �--*40P 0�q M. rz
FISIUAL T) "CUYMAC -Z;r/
to P-6 c-F-Lr,-,TEC 6'� Si
COLOr. EQUAL TC)OCLYW,�
el — 2�
7r E
C-AWIE Al�p 4-L4W
60 Lon-,& - 's, I ki - To t I
pl-A
'114 BA,' WCE.
.) f 4 5Ai.�Z, v frq. -�
(1) t 4 FA R �- � a- .
crx-iZ. in k,\\ E LEX Z
':Nj pLIrzj i
t
,Ilr?- A , 6 t --4-
CITY OF EDMONDS
FOR INSPECTION CALL
PUBLIC WORKS DEPART rl"� 1011�ermit No. 6729
�SIDE SEWER PERMIT 775-252� Ext. 220 Issue Date ?'/ I X,
PERMIT MUST BE POSTED ON JOB SITE
LUI. Address �f Construction C, -4 7 0- c ","'j
--J2. Property Legal Description (include all easements)
ri
F— 3. Single Family Residence Multi -Family No. of Units
Commercial 4��_
4. Owner and/or Builder r' % C k-
r-- 5. Contractor & License No. C5 - L"A Ad C-*'S 0
CO 6. Invasion into City Right -of -Way: No — Yes (If Yes Right-of-
way Construction Permit Required - Call Dial Dig (342-5344) before
excavation).
'4
7. Cross other private property: Yes No�6�- Easement required -
attach legal description and county easement number.
READ THE FOLLOWING AND SIGN:
3W
a. Property owners must obtain a permit to install side sewers on
their property. A licensed side sewer contractor must be employed to
construct side sewers in the public right-of-way.
b. The side sewer contractor assumes.full reponsibility for each
installation for one year.
c. Commercial establishment requires a minimum of a six inch (6")
side sewer line.
d. Side sewers may not be installed closer than thirty inches (3011)
to any structure.
e. Side sewer lines must 0 be laid at a minimum grade of 2% (1.15')
and maximum grade of 100% (45 ). 0
f. No turn in side s8wer greater than 45 (1/8�bend) is 0 allowed
between cleanout. All 90 turns must be constructed of a 45 (1/8
bend) and wye with removable cap.
g. No down spouts, footing drains or floor drains can be connected
to side sewer system.
h. Pea gravel is required for bedding when installing sewer lines
through other than granular soil.
i. Cleanouts are required at 30'1-60" from each plumbing exit line
and at minimum intervals of 1001 along sewer line run.
J. Trenches within City right-of-way must be restored to original
conditions. Contractors shall be responsible for right-of-way failure
due to poor compaction of fill.
k.. Side sewer must be left uncovered until inspected and approved
by the City.
1. Inspection during normal working hours only. Two (2) working
days notice required.
DATE:
I certify that I have read
and shall comply with the above
PERMIT FEE: DISAPPROVED BY: Date:
U 43 "V B Date:
CONNECTION iiE: APPROVED By:a���Date:/,,�
4z. - & (41-
PRRMTT WIRM AR VnQMVn MT TnU QTMV
Am"�
/4\" r: �"
,ECb
frZOLJECT' NFOkWJ!0�,j
5LX0*' (;v L.Or
F-w.CF-Pr .7kt wuTw i10 Fr
At� PEP; FLA-1 QCO�Z� 14 VOL.
OF: P-At FA6E LF-COKC)S OF
Cou�,Jy
zo*4 F-: r, A COP S 191q ue'c'
0CJ-"-PAJ'�CY:
Sir-c-- &6;4-dS-'
STLEE7 ':-,F-TeACr. C)"Ly
T-, 11E
AM.!
PAZJK,!K6: (1) 'tPA(--F- r'VZ Wr -Z-jF
1A 1 4�- - Zzr, = 1,2- -j ?k z ��4 E� pAc-f
(I i) F-j L SZj!�) P4E.K jj,4C, C-Fj�C
f`
pl Sp, j14(SL'-.jr'jt-4Cj
E�J'L��,4 AUA
'00L�11 �&X'Fk- 'SY1-*,T6,j: Z E-Ea MSV;NEc To meer nT oF-
OF Ecw'�40'- t!"A"CAr-EIC, EY,
hOU(Z OMUPAWC-� '��,GRAQLAMW VEG�C�
5 Z, .14
Ex 1
- 412-!%C.0 10 F t U I L K4
n CAT.
77) -A,'t (12.) N
CorLF�, C,-XXC Hn4
F'15 ---tAL-EV- P-'I' -EvWit �iAwUr--
E",X,k- T-) 4A',T- <-,TAQ�j rjp%,OC
"it) HAVE e.,TAJN aYU-)C
V,A-L- 77') ZE�,W,i k�A7UMAL F'kh':"
A�JC� N"A.N P-MCN WNTH 1,Lf-VAI)OQ;
Z- Ft� FA�K�7F-D 6tiGr-w C-1QAY d7i�
f,J CT E'5
k 44"'E 2ATF. 0r- lZrzi-: Fll??- Df-TT7cTVN Cf!1-;r.-,j
ITOC tO Df A U. L, U-,IED' C-Z f5LX,
-� -'F'�'tor-LZD 5up -ro
_pmlr P\-ko
mtbE io cow-s-rmucTio"
RMOM05
�i� -InEC, F-i;�E IT) EE UXAM0 ADJ. T�
C-,PCA'� L) SA i c. EZ F I U- 5k T1 tt; u 1,,4
�NIALJ-
kAr,:�O-APFL �)i, I D�"r� ncsict_ '�,-
KCP,-, SA�� �' VC)CIZ. Tn T.nL-Er Urw.'
T`f-Tf. H&-jDLf-.-- PLJ:��j ��j; - &� I Z
L A W 10:5 0
MA9k,
HO?-!��AL VAZ,E-iY C
eALAL EJ.J';�H 1,2Tc,
cw-'1015 E'ff- (1'e TD
t W, "i Lc H rwi�
1516�5
'E46N NO 21-OIX 151-L�' :� 10
<-Aop�' 0�.j M.C'.C"
T?7) "OLyMpr_ L-T,4
10 E-6 O-F-LrrTW P,� 61,
CCLOL F,'-'ALIAL T00LyWP
2�-01 f, 141-d c �
MON. ccL.02."'o 4 Tin
"56N No. , $�'dj a
-*-- —2j-dlp.
W1 Af:� t4W No.!j
60LOrLe To 51caw
NL'� ',V4�-40
r f-T a- 0-4 �4 r-
fA'
t
� i I EA(,' WC9.
*4 �sAL,:� vaq.
EAr.!�' kx
A-
-L -,Lit
Side Sewer Drawing
The City of Edmonds b#&7AtSEMENT NO. - -------------------------
NEW CONSTRUCTION RE -PAIRS LID NO - ---------- ------- - ASMT. NO. - ----------------
OWNER ................ P�
---------------------- .................. ------------------------------
CONTRACTOR ------- cp?�� . . ............. PERWT No. 6-7
joB ADDRESS
70
.............. I ------------------------------------------- --- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO. ..- ............ ------
...................... --------------- ---- --------------------------- ................................. ..............
-4t -�-e- W
704A
PWW-0001-1 1175 (REV.1 1/78)
NAME OF ADDITION ...............................
&I'l
ApMved-
DATE ...... . ...... ------------
0
& 90 . 194 -
City of E&mon&
Critical Areas Checklist
The 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 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 the City. The City will
review the checklist, make a precursory site
visit, and make a determination of the
.subsequent 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 individual 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 information (e.g. site
-plan, topography map, etc.) or studies in
conjunction with this Checklist to assist
staff in completing their preliminary
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 / Applicant:
Mark Albers
Name
21104 70th Avenue West
Street Address
Edmonds, WA 98026 771-8490
City, State, ZIP Phone
Ad Zl- 93
Signature Date
Applicant Representative:
Jerry Brotnov, AIA c/o WJA,.P.S.
Name
1218 Third Avenue, Suite 306
Street Address
Seattle, WA 98101
City, StateAP
Si atu
623-0331
Phone
07 Mr 415
Date
CA 0 NO.
ET FILE
r,t,c
al.Areas Checklist
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/Location: vlog lotAil \05�
2. Property Tax Account Number: 566'7-'MG -063 -Ola'4 4 5-661 -00(' OOL/ - 02-02-
3. Approximate Site Size (acres or square feet): qq_':�59 :5,-K ( OZ
4. Is this site currently developed? X yes; no.
If yes; how is site developed? 0 W !� WAX �ktll,'f 802;15 4 QM5 502Y 0f'(ALjr6M0T1L'1V)
5. Describe the general site topography. Check all that 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 10-feet over a
horizontal distance of less than 33-feet).
Other (p ease describe):
6. Site contains areas of year-round standing water: Nnklg Approx. Depth:
7. Site contains areas of seasonal standing water: NoUg Approx. Depth:
What season(s) of the year?
8. Site is in the floodway V0 floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? A/p Flows are seasonal? (What time of year?
10. Site is primarily: forested meadow vl ; shrubs mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site: No
. . ........ . . .
For City Staff Use Only— .. . ... ..
J. Site is Zoned?
2. SCS mapped soil type(s)?
3., Wetland inventory or C.A. map indicates wetland present on site?
4. Critical Areas inventory o
r C.A. map indicates Critical Area on site?
. ..........
5_ Site.w.ithin..designated..earth. subsidence landslide hazard area? . .. ...
Site designated on the EnvironmenUdly Sensitive Areas Map?
DETERMINATION
STUDY REQUIRED
--IZWAIVER
Reviewed by:
Planner
CONDITIONAL WAIVER
4-3;
Dat4
Rev OQ/29/03
-SECTION 20, T.27 N.,,, R
IN 1/4 OF .4 E.,W.M.
NOTE: 1OPOGRAPHY BASED ON PREVIOUSLY APPROVED PLAN AND N01
VERIFIED BY LSA. ACTUAL GROUND CONDITIONS MAY VARY FROM PLAN,
,;7
/9/w
RECEIVED
MAY 2 11999
PERMIT COUNTER
cp STREE15 FILE
1 Acer Circinaturn "Vine Maple" 10 at 1-1/2' caliper f
— N - 1=0
,NEW
/'A Azalea 4 at IS" each ,--EX. DRAINAGE t SCA�E _2�
COURSE
Juniper Tam 10 at 5 gallon, 6' o.c. A T' L 0-M 2L-
ET 1 7
t - , , 0, 20'
0� --- W_
6CKERY
AS C6#2
Z REQUIRED
T EX. BUILDING
t-F=101.35
EX. CB
do
Ek 8" CONC.�7 ZA
YARD DRAIN---' 4. 0 4,1
FIELD SET 0 .. r _+4
8' 90 2.0% 03� 1 A��
END OF EX.
CONNECT ROCKERY
DRAIN TO YARD DRAIN
EVERGREEN GROUND COVER SHALL BE PROVIDED
OVER ENTIRL LANDSCAPE AREA. PROVIDE MEDIUM
SHRUBS AT 6' O.0 SPACING ALONG SOUTH SIDE
OF PARKING.
FILTER BARRIER FENCE ----,,,I C8#1
CLEAN
(SEE DETAJL- TYP.) AP D BY NING
EX ' INTAKE
INV.=98.85
3.7%
PRO�IDE DECIDUOUS 6 CONC.
LANDSCAPE TREE AT el
APPROX. 20' O.0 (TYP)
19 3. 0'± CIS
L:x 11P rs a I A 12" CONC.
Lk C NC,
EX, 12" CUNC.
-;pro- 77�� 77,r
EX. CS
TOP = 97.58
to IE 93.00
EX. CIB --
TOP = 95.19
IE = 90.36 -12" S. EX.
-7 -ri I A IC WAI
641t
0q1
0
STREET FIE --
CITY OF EDMONDS
TRAFFIC IMPACT ANALYSIhESUB
WORK SHEET JUN 14 2010
BU I L D ING FDEEtP, WA"T'DErNT
CI'Ty 0
Name of Proposed Project: Celtic Cowboy BBQ
owner/Applicant:
Steve Freeman
Name
8738 209th Place SW
Street/Mailing Address
Edmonds WA 98026
city
Telephone -
425-778-5775
State zip
Applicant Contact Person:
Name
Street/Mailing Address
city
Telephone:
State Zip
Traffic Engineer who prepared the Traffic Impact Analysis:
Gibson Traffic Consultants, Inc. Bradly J. Lincoln,.PE 425-339-8266
Firm Name Contact Name Telephone
. . . . . . . . . . . . . .
1. PROJECT DESCRIPTION
a. Street address (iftnown): 21104
70th Ave
W, Suite B, Edmonds,
WA 98026
b. Location: On 70th Avenue W,
north of
212th Street SW and
west of SR-9
(Attach a vicinity map and siteplan.)
c. Specify existing land use: The existing use is 1,584 SF of
Automobile Care Center (ITE 942).
d. Specify proposed type and size of development: Will replace existing use with
1,584 SF of catering space, categorized as Specialty Retail (ITE 814)
e. When will the project begin construction and when will it be completed? Summer 2010
f Define proposed access locations: The development will utilize the existing
access to 70th Avenue W.
g. Define proposed sight distance at site egress locations: Sight distance evaluation is not
required since the existing access is being used.
0
0
2. TRIP GENERATION
a. Existing Site Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN OUT
2.68
2.68
ITE Land Use
Data not provided
Code 942
in ITE
From:
From:
Automobile Care
Trip Generation,
1.584*3.38
1.584*3.38
Center (1,584 SF)
8th Edition.
*.5=2.68
*.5=2.68
b. Proposed Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN OUT
ITE Land use
Code 814
70.20
1.89
2.40
Specialty Retail
(1,584 SF)
From:
From:
From:
1.584*44.32=70-20
1.584*2.71
1.584*2.71
*.44=1.89
*.56='2.40
c. Net New Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN OUT
It is anticipated
-0.79
-0.28
that the daily
trip generation is
From:
From:
a net decrease,
1.89-2.68
2.40-2.68
based on PM peak-
=-0.79
0. 2 8'
hour trip generation.
d. State assumptions and methodology for internal, link -diverted or passby trips:
3. TRIP DISTRIUUTION
Prepare and attach a graphic showing project trip distribution percentages and assignments.
1
4. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY
a. Have sight distance requirements at egress location been met per AASHTO requirements?
Not Applicable.
b. Intersection Level of Service Analysis-, Not Applicable.
• Existing Conditions
LOS — Delays
• Year of Opening
LOS Delays
Five Years Beyond Change of Land Use
LOS Delays
(Intersections to be evaluated shall be determined by the City ofEdmonds Traffic Engineer)
c. Describe channelization warrants:
Not Applicable.
(Attach stripingplan.)
d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 %queuing lengths): Not Applicable.
50% 95%
I* Existing Conditions
Year of Opening
Five Years Beyond
Change of Land Use
e. If appropriate, state stop sign and signal warrants:
Not Applicable.
f Summarize local accident history:
Not Applicable.
5. TRAFFIC VOLUMES
a. Describe existing ADT and peak -hour counts, including turning movements, on street adjacent to and
directly impacted by the project.
Not Applicable.
b. Describe the estimated ADT and peak -hour counts, including turning movements, the year the project is
fully open (with and without project traffic).
Not Applicable.
c. Describe the estimated ADT and peak -hour counts, including turning movements, five years after the
project has been fully open (with and kithout project traffic).
Not Applicable.
d. State annual background traffic growth factor and source:
Not Applicable.
6. LEVEL OF SERVICE ANALYSIS
Summarize Level of Service Analysis below and attach supporting LOS analysis documentation. Provide
the following documentation for each arterial street or arterial intersection impacted by ten or more peak -
hour trips. Other City -planned developments must also be factored into the LOS calculations.
Existing LOS:
Existing Condition: Not Applicable.
Year of Opening LOS:
With Project: Not Applicable.
Without Project:
Not Applicable.
9
9
Five Years After Opening LOS:
With Project: Not Applicable.
Without Project: Not Applicable.
Note any assumptions/variations to standard analysis default values and justifications:
Not Applicable.
7. MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact
fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached) and as identified
in ECDC 18.82.120, except as otherwise provided for independent fee calculations in ECDC 18.82.130.
The development is anticipated to result in a net decrease in.trip
generation and therefore traffic mitigation fees should not be required.
In addition, the traffic mitigation fees are zero based on the following
calculations:
Existing Use:
Trip Generation - 3.38 PM peak -hour trips per 1,000 SF
New Trip Rate - 75% base ' d on assumption of 25% pass -by consistent
with other commercial uses.
Trip Length Factor - 0.60 based on assumption consistent with other
commercial uses.
Traf-fic Mitigation Fees -
3.38*0.75*0.60 = 1.52 net new trips per 1,000 SF
(based on calculations consistent with Table 4: Impact Fee Rates).
Proposed Use:
ITE Land Use Code 814 has a net new trips per 1,000 SF of 0.89,
based on Table 4: Impact Fee Rates.
Conclusion:
The proposed use has a lower generation of net new trips and
therefore traffic mitiga�tion fees are not required.
Celtic Cowbov BBQ Site Vicinity Map
00
Z,1 (d
=r.. PIF- t SVV:
F7
A z If --7 Wllq.qX Park
J.
'St S
Lake Pal
0 rk
73
a
id=
>
t-j -1
200t St=SW===-1
C:) /�?��dar
Valley
/Lynn d
1 c6
00
-c-Z
---2041�
�—$F�, SW
> it 1>
Pine
—CD Ridge 091h -�Sw,
i�s
Park t; C) C\I
t "! j —� (D---:=
I —J,
L
J
�iiq LmAtion
Seattle
Height's'
M-ain- St
2,10th -St -S
0
S
mon
A
Al J L
-1,2t[ -St-Sw', :7—
if
99
=ri
j; , F
00 <1 CD
<1
CD,
'JL-6'
E
-SVV, I 246tH-=�f-SW-!
21 6th - S;�Sw&—,, 216tff, f St- W.
� ! __ - :j
�218tr-st svv.-'
-CO
U:) <M
J1 IL
20i�='�f SVV
otff--Si W
7-
1L
9L
it 10222iffid-St "SW -b .222 11 SW
d=:s
>
C<D'
CO (D
60 1
.—S L 7-, �q It.—.
224*1h*-- I]SW-
7) 1 - ,
E6
C:)
(D,A1- 0 0
-Rda
W
J (�226th S " Y U
, �! ", � ITpr-radel--
(De !J ir
il LJ`t
api -
-4
228th St --22 lift. St
1SW
Terrace
ir
Creek Park
tvstl n
—230t -St--
i> SW
<
-A 04
t
L
nd=st=svv
=--:=Co
212--
nmi n 9 n 4 0�6
0
0
Copyright 0 1988-2005 Microsoft Corp and/or its suppliers. All rights reserved http//www.microsoftcom/streets/
0 2004 NAVTEQ. All rights reserved This data includes information taken with permission from Canadian authorities 0 Her Majesty the Queen in Right of Canada 0 Copyright 2004 by TeleAtlas North America, Inc All rights reserved
t .
utr
714, NO,
-1 Dam-
b Ift
777=
777777,77,
7777 77�
-7777-7-:
��7777:7777'7' �7
ut
Au _a
W"
ototo mobts%
"'rj
k
FIELD INSPECTIONOTES (Fund lll*- Ote cony to Street De'O't.]
Comments:
Diagram:
Contractor called for inspection Yes
r Date: Bv: Date:
Nork Disa.pproved By:
Work Aporoved Bv: —Date: . 20- z
Inspector:,
Encr. Div. December -1978
7
:eL
v
1018
3-M
REV 12/79
UTILITY DISTRICT No I of'Snaho- ounty
�iicl Ar6cj;
OCAT ION
_76- A-ij
'.DATE NO. /aillzlo
-p6a- No -
�T.
REVISION 4-
G FILE N 0.
REASON,FOR WORK . 4��
Q P iP tAq A0, R
7 3 -ENGI NEER J
-AS. BUILT
7A-A
SC�LE
'�.APPROVALS
PERMIT REQUIRED
TYPE
ENT
TR 'E� ON OT R
REE TRIMMING OWATER
[3Ti � .
NV
E IRONME_NA:L 'A:NACV'.,,ts
0EXiMPT 'ZN6T. EXEMPT
(&DIAL DIG OSEWER
PARA.. JA
PUD LOCATOR
I TE M__
L
D ATE RE EASED
ATE RELEASED
O.-H. 'U..G. COND. KV
DATE GRANTED
�OGAS
El BACK HOE
CK,T. FT PH.
FEES REQUIRED YES Noo
Co
NVCON�TACTS
POLE STENCILING
REmv. CKI FT.-: PH'_
TYPE
T W 0
GTNW NO.
FROM TO
NET CKI F T_ F,-
DATE - AMOUNT -
I CATV NO.
SUBSTATION AAAJCG 5"s CIRCUIT�NO.
DATE WORIC COMPLETED 'By
TAKE OFF POLE LOGS POS
TRANSF �Q
FOREMAN POLE DEPT
DATE 'PRINTED
7-Am
Ll
c- 77 S 64�)
cll- C-2�7- 1-71
I
I
I
I '
l�
Ll
I
I
V<
/,j
D d < 0,
STORM DRAINAGE CALCULATION > J -
REVISIONS
for
A X4.Q
Access Mobility Systems le 117 1 j
21104-70th Avenue W. C-0
Edmonds, Washington —7
f -0 r Li
( j t �'4 -%) tJ
March 10, 1999 R'V V bo
Revised: June 23, 1999 0 A-
(-� L) �' YL
jo r__
--':-7 161� Y
Prepared By: Robert Long
G
Reviewed By: Craig Campbell, P.E.
0 =��()
EN GIN Ef R3 ISURVEYORS z
Lovell-Sauerland & Associates
19400 33rd Avenue W. Suite 200
Lynnwood, Washington 98036
LSA FILE NO: 4013
1�
0 0
INTRODUCTION
Attached are the revised calculations for the modified storm drainage system for AMS (Access
Mobility Systems).
Site location. The site is in section 20, Township 27, Range 4, W.M. The City has designated the
site address to be 21104 70th Avenue W. The site has about 193 feet of frontage on 70th Avenue
W.
Detention pipe. The required detention pipe was calculated to be 66.5 feet of 36" diameter pipe.
With credit for the 54" and 48" catchbasin structures ( 54" + 48" = 102" = 85) the net required pipe
is 58 feet (66.5 - 8.5).
A. DETENTION CALCULATION SUMMARY TABLE
Recurrence interval:
2-Year
1 0-Year
1 00-Year
Existing runoff
0.01 cfs
0.02 cfs
0.04 cfs
Developed runoff
0.05 cfs
0.07 cfs
0. 11 cfs
Design discharge
,0.02 cfs
0.02 cfs
0.04 cfs
Design active detention storage
147 cf
248 cf
468 cf
B. ATTACHMENTS I , 0 ( ^.-// o/,--
A. SCS CURVE NUMBER CALCULATION
B. DETENTION CALCULATION INPUT/OUTPUT DATA (7 PAGES)
AMS -Access Mobility Systems
Lovell-Sauetland & Associates
Ll--�
Page 1
File No. 4013
I
AMS 0 LSA No. 4013 23-Jun-99
SCS Weighted average curve number calculations 03:45 PM
SCS Hydrologic Soils type:—> C
Detained Basin
Project development area, sf:
7,904
Development area, acres:
0.18
Existing conditions (in square feet)
Assumptions:
CN:
Undisturbed forest land
76
0
Second growth forest
81
7,904
Meadow or pasture
85
0
Grass, > 75% coverage
86
0
Dirt road/parking lot
87
0
Gravel road/parking lot
89
0
Grass, > 50% coverage
90
0
Orchard with crop cover
92
0
Cultivated land
94
0
Impervious
98
0
Open water
100
0
Total Weighted CN for each basin:
81.0
------ — --------
Pervious:
Area, acres:
0.18
Weighted CN:
81.0
Impervious:
Area, acres:
0.00
Percent impervious area:
0.0%
Detained Basin
Future conditions Total AC: 0.18
Total sf: 7,904
Assumptions:
CN:
Undisturbed forest land
76
0
Second growth forest
81
0
Meadow or pasture
85
0
Grass, > 75% coverage
86
0
Dirt road/parking lots
87
0
Gravel road/parking lot
89
0
Grass, > 50% coverage
90
0
Orchard with crop cover
92
0
Cultivated land
94
0
Impervious
98
7,904
Open water
100
0-
Total Weighted CN:
98.0
Pervious:
Area, acres:
0.00
Weighted CN:
0.0
Impervious:
Area, acres:
0.18
Percent impervious area:
100.0%
91
0 0
6/23/99 3:30:14 pm Shareware Release page 1
AMS SITE
LSA No. 4013
BASIN SUMMARY
BASIN ID: E002
NAME: EXISITNG 2 YEAR
SBUH METHODOLOGY
TOTAL AREA ....... :
0.18 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE .... :
TYPE1A
PERV
IMP
PRECIPITATION .... :
1.50 inches
AREA..:
0.18 Acres
0.00 Acres
TIME INTERVAL .... :
10.00 min
CN ....
81.00
0.00
TC ....
11.38 min
0.00 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 130.00 ns:0.1500 p2yr: 1.50 s:0.0600
PEAK RATE: 0.01 cfs VOL: 0.00 Ac-ft TIME: 490 min
BASIN ID: E010 NAME: EXISTING 10 YEAR
SBUH METHODOLOGY
TOTAL AREA ....... : 0.18 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : TYPE1A PERV
PRECIPITATION .... : 2.00 inches AREA..: 0.18 Acres
TIME INTERVAL .... : 10.00 min CN .... 81.00
TC .... 11.38 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 130.00 ns:0.1500 p2yr: 1.50 s:0.0600
PEAK RATE: 0.02 cfs VOL: 0.01 Ac-ft TIME: 480 min
BASIN ID: E100 NAME: EXISTING 100 YEAR
SBUH METHODOLOGY
TOTAL AREA ....... 0.18 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... TYPE1A PERV
PRECIPITATION .... 3.00 inches AREA..: 0.18 Acres
TIME INTERVAL .... 10.00 min CN .... 81.00
TC .... 11.38 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 130.00 ns:0.1500 p2yr: 1.50 s:0.0600
PEAK RATE: 0.04 cfs VOL: 0.02 Ac-ft TIME: 480 min
IMP
0.00 Acres
0.00
0.00 min
IMP
0.00 Acres
0.00
0.00 min
8-1
0 0
6/23/99 3:32:12 pm Shareware Release page 1
LSA No. 4013 AMS SITE
BASIN SUMMARY
BASIN ID: D002
NAME: DEVELOPED 2 YEAR
SBUH METHODOLOGY
TOTAL AREA .......
0.18 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE ....
TYPEIA
PERV
PRECIPITATION ....
1.50 inches
AREA..:
0.00 Acres
TIME INTERVAL ....
10-00 min
CN .... :
0.00
ABSTRACTION COEFF:
0.20
TC .... :
0.00 min
PEAK RATE: 0.05
cfs VOL: 0.02
Ac-ft TIME:
480 min
BASIN ID: D010
NAME: DEVELOPED 10 YEAR
SBUH METHODOLOGY
TOTAL AREA ....... :
0.18 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE .... :
TYPE1A
PERV
PRECIPITATION .... :
2.00 inches
AREA..:
0.00 Acres
TIME INTERVAL .... :
10-00 min
CN .... :
0.00
ABSTRACTION COEFF:
0.20
TC .... :
0.00 min
PEAK RATE: 0.07 cfs VOL: 0.03
Ac-ft TIME:
480 min
BASIN ID: D100
NAME: DEVELOPED 100 YR
SBUH METHODOLOGY
TOTAL AREA .......
0.18 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE ....
TYPE1A
PERV
PRECIPITATION ....
3.00 inches
AREA..:
0.00 Acres
TIME INTERVAL ....
10-00 min
CN .... :
0.00
ABSTRACTION COEFF:
0.20
TC .... :
0.00 min
PEAK RATE: 0.11 cfs VOL: 0.04
Ac-ft TIME:
480 min
IMP
0 - 18 Acr.
98.00
5. 00 min
IMP
0. 18 AcrE
98.00
5. 00 min
IMP
0. 18 Acre
98.00
5. 00 min
13 -z
0 0
6/23/99 3:28:23 pm Shareware Release page 8
AMS SITE
LSA No. 4013
LEVEL POOL TA13LE SUMMARY
MATCH INFLOW
-STO-
-DIS-
<-PEAK->
OUTFLOW
STORAGE
>
(cfs)
(cfs)
<-STAGE>
id
(cfs)
VOL (Cf)
< -------- DESCRIPTION ---------
0.01
0.05
P3
C3
91.22
11
0.02
147.87 cf
2 YEAR .......................
0.02
0.07
P3
C3
91.74
12
0.02
248.68 cf
10 YEAR ......................
0.04
0.11
P3
C3
93.20
13
0.04
468.64 Cf
100 YEAR .....................
J6 _'Z
0 .0
6/23/99 3:28:22 pm Shareware Release page 4
AMS SITE
LSA No. 4013
STAGE STORAGE TABLE
UNDERGROUND PIPE ID No. P3
Description: PIPE
Diameter: 3.00 ft. Length: 66.50 ft.
Slope ... 0.0050 ft/ft upstr: dnstr:
STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- >
(ft) --- Cf --- -- AC -Ft- (ft) --- Cf --- -- AC -Ft- (ft) --- Cf --- -- AC -Ft- (ft) --- Cf --- -- Ac-Ft-
90.00 0.0000 0.0000 90.90 90.199 0.0021 91.80 261.51 0.0060 92.70 421.75 0.0097
90.10 0.7230 0.0000 91.00 107.54 0.0025 91.90 281.18 0.0065 92.80 435.14 0.0100
90.20 4.0476 0.0001 91.10 125.56 0.0029 92.00 300.64 0.0069 92.90 446.78 0.0103
90.30 11.036 0.0003 91.20 144.14 0.0033 92.10 319.79 0.0073 93.00 455.85 0.0105
90.40 19.967 0.0005 91.30 163.16 0.0037 92.20 338.52 0.0078 93.10 464.19 0.0107
90.50 30.923 0.0007 91.40 182.53 0.0042 92.30 356.73 0.0082 93.20 468.61 0.0108
90.60 43.798 0.0010 91.50 202.14 0.0046 92.40 374.31 0.0086 93.30 470.02 0.0108
90.70 58.143 0.0013 91.60 221.90 0.0051 92.50 391.11 0.0090 93.40 470.07 0.0108
90.80 73.678 0.0017 91.70 241.72 0.0055 92.60 406.99 0.0093
(TT)
-rry
�3) �- ?
q5v
M
I
0 0
6/23/99 3:28:22 pm Shareware Release page 5
AMS SITE
LSA No. 4013
STAGE DISCHARGE TABLE
COMBINATION DISCHARGE ID No. C3
Description: ORIFICE AND RISER
Structure: 03 Structure:
Structure: R3 Structure:
Structure:
STAGE
<--DISCHARGE ---
> STAGE
<--DISCHARGE --- >
STAGE
-c--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
....................
90.00
......
0.0000
- ...
91.70
== ..... == .... =
0.0199
....................
93.40
0.6792
.....................
95.10
2.3207
90.10
0.0048
91.80
0.0205
93.50
0.8690
95.20
2.3820
90.20
0.0068
91.90
0.0210
93.60
1.0234
95.30
2.4418
90.30
0.0084
92.00
0.0216
93.70
1.1569
95.40
2.5001
90.40
0.0097
92.10
0.0221
93.80
1.2763
95.50
2.5571
90.50
0.0108
92.20
0.0226
93.90
1.3853
95.60
2.6129
90.60
0.0118
92.30
0.0231
94.00
1.4862
95.70
2.6675
90.70
0.0128
92.40
0.0236
94.10
1.5806
95.80
2.7209
90.80
0.0137
92.50
0.0241
94.20
1.6696
95.90
2.7734
90.90
0.0145
92.60
0.0246
94.30
1.7541
96.00
2.8248
91.00
0.0153
92.70
0.0251
94.40
1.8346
96.10
2.8754
91.10
0.0160
92.80
0.0255
94.50
1.9117
96.20
2.9250
91.20
0.0167
92.90
0.0260
94.60
1.9858
96.30
2.9739
91.30
0.0174
93.00
0.0264
94.70
2.0572
96.40
3.0219
91.40
0.0181
93.10
0.0269
94.80
2.1261
96.50
3.0692
91.50
0.0187
93.20
0.0273
94.90
2.1929
91.60
0.0193
93.30
0.4036
95.00
2.2577
J8 - -5
0 0
6/23/99 3:28:22 pm Shareware Release page 6
AMS SITE
LSA No. 4013
STAGE DISCHARGE TABLE
MULTIPLE
ORIFICE
ID No. 03
Description:
ORIFICE
Outlet
Elev:
90.00
Elev:
88.00
ft
Orifice Diameter:
0.7500
in.
STAGE <--DISCHARGE
--- > STAGE <--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
(ft) --- CfS -- ------- (ft) --- CfS -- -------
(ft)
--- CfS -- -------
(ft)
---cfs -- -------
90. 0 0
0.0000
0
0.0
0.0
5.10
0.0345
90*10
0*0041
11,10
0*0205
93,50
0,0286
95,20
0,0348
90.20
0.0068
91.90
0.0210
93.60
0.0290
95.30
0.0351
90.30
0.0084
92.00
0.0216
93.70
0.0294
95.40
0.0355
90.40
0.0097
92.10
0.0221
93.80
0.0298
95.50
0.0358
90.50
0.0108
92.20
0.0226
93.90
0.0301
95.60
0.0361
90.60
0.0118
92.30
0.0231
94.00
0.0305
95.70
0.0364
90.70
0.0128
92.40
0.0236
94.10
0.0309
95.80
0.0368
90.80
90.90
0.0137
0.0145
92.50
92.60
0.0241
0.0246
94.20
94.30
0.0313
0.0317
95.90
96.00
0.0371
0.0374
91.00
0.0153
92.70
0.0251
94.40
0.0320
96.10
0.0377
91*10
0,0160
92,10
0,0255
94,50
0,0324
96,20
1,0380
91.20
0.0167
92.90
0.0260
94.60
0.0327
96.30
0.0383
91.30
0.0174
93.00
0.0264
94.70
0.0331
96.40
0.0386
91.40
0.0181
93.10
0.0269
94.80
0.0334
96.50
0.0389
91.50
0.0187
93.20
0.0273
94.90
0.0338
91.60
0.0193
93.30
0.0277
95.00
0.0341
43-6
9 0
6/23/99 3:28:22 pm Shareware Release page 7
AMS SITE
LSA No. 4013
STAGE DISCHARGE TABLE
RISER DISCHARGE ID No. R3
Description: OVER FLOW RISER
Riser Diameter (in): 8.00 elev: 93.25 ft
Weir Coefficient ... 9.739 height: 96.50 ft
Orif Coefficient ... 3.782 increm: 0.10 ft
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE ---
> STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
......
93.25
= .... = .... - .......
0.0000
.....
94.10
....
1.5497
== ...
95.00
= ............
2.2236
= .... =
95.90
.....
2.7363
93.30
0.3759
94.20
1.6383
95.10
2.2863
96.00
2.7874
93.40
0.6510
94.30
1.7224
95.20
2.3472
96.10
2.8377
93.50
0.8404
94.40
1.8026
95.30
2.4067
96.20
2.8870
93.60
0.9944
94.50
1.8793
95.40
2.4647
96.30
2.9355
93.70
1.1276
94.60
1.9530
95.50
2.5213
96.40
2.9833
93.80
1.2466
94.70
2.0241
95.60
2.5768
96.50
3.0303
93.90
1.3552
94.80
2.0927
95.70
2.6310
96.50
3.0303
94.00
1.4557
94.90
2.1591
95.80
2.6842
M
0
STORM DRAINAGE CALCULATIONS
for
"S
Access Mobility Systems
21104-70th Avenue W.
Edmonds, Washington
March 10, 1999
r
R-411
6W. t
Sk'V"'
( I ts
jK e'(k1nd
P
Prepared By: Robert Long
Reviewed By: Craig Campbell, P.E. FF--XPIRES 7/4/00
0 =��()
E R a I I E E R 8 1 a U A V E Y 0 R a Z
Lovell-Sauerland & Associates
19400 33rd Avenue W. Suite 200
Lynnwood, Washington 98036
LSA FILE NO: 4013
0
INTRODUCTION
This report was prepared to support a parking lot development in the City of Edmonds for AMS
(Access Mobility Systems). The primary issue of concern is to address the storm drainage detention
design for the on -site storm drainage run-off.
IPROJECT DESCRIPTION
Site location. The site is in section 20, Township 27, Range 4, W.M. The City has designated the
site address to be 21104 70th Avenue W. The site has about 193 feet of frontage on 70th Avenue
W.
Site description. The site consists of a rectangular shaped lot, about 105 feet deep and 193 feet
wide. Its long axis lies in the north -south direction. The area of the site is about 0.46 acres.
The existing commercial business and parking lot on site has driveway access to 70th Avenue W.
Topographically the site generally slopes from the high point along the north property line down to
the southwest corner of the lot. From the SCS soils survey for Snohomish County, the on site soil
is identified as Alderwood sandy gravelly loam, but the site has received a substantial amount of fill
under previous permits issued by the City.
Proposed project. The current proposal is to expand the existing parking lot. The expanded
parking lot will be located on the south half of the site. The approximate size of the new pavement
area is 76' x 104' for a total of 7,904 sf (0. 18 Ac.)
A detention pipe is proposed to be installed under the new pavement area. All of the impervious
surface from the new pavement area is proposed to be collected and detained in the detention pipe.
One and a half foot of dead storage in the detention pipe is proposed to provide water quality
treatment for the collected run-off. The discharge from the detention pipe will be to the existing 12"
storm drainage system along the west side of,70th Avenue W.
Storm water detention will be designed to the City of Edmonds standards. For a development under
one acre and draining to a stream it is required to maintain the pre -developed condition peak runoff
rate for the 2, 10 and 100 year, 24 hour design storms. Since the site drains southward toward
Lake Ba inger a more stringent deten ion re ease is required, which limits the release of the 10 and
100 year storms to the pre -developed 10 year storm run off rate (0.02 cfs).
One and a half foot of dead water storage inthe detention pipe will provide water quality treatment.
Detention calculations were performed with WaterWorksTm software using, an SCS-SBLIH method.
The SCS curve number calculations (attached) show the assumed pre -developed and post -
developed conditions. The pre -developed cover of the site was assumed to be second growth
forest. The following table is a summary of the detention calculations, the actual input/output data
is provided in the attached appendix.
AMS -Access Mobility Systems
Lovell-Sauefiand & Associates
Page 1
File No. 4013
I
E
A. DETENTION CALCULATION SUMMARY TABLE
Recurrence interval:
2-Year
1 0-Year
1 00-year
Existing runoff
0.01 cfs
0.02 cfs
0.04 cfs
Developed runoff
0.05 cfs
0.07 cfs
0. 11 cfs
Design discharge
0.01 cfs
0.02 cfs
0.02 cfs
Design active detention storage
226 cf
351 cf
617 cf
Design dead detention storage
286 cf
286 cf
286 cf
12. ATTACHMENTS
A. SITE PLAN MAP
B. SCS CURVE NUMBER CALCULATION
C. DETENTION CALCULATION INPUT/OUTPUT DATA (6 PAGES)
D. SCS SOILS MAP
AMS -Access Mobility Systems Page 2
Lovell-Sauerfand & Associates File No. 4013
L
ROMERY DIEtAX,
TV—
K I—
I— IN
PRIER ..7
DISTURSEO SOL PROTECTION NOTE
IN SWI/4 OF SECTION 30, T.26 N., R.5 E..W.M.
L
Ile
---------- �.--
70TH AVE. W.
-------------------- ---
CATCH BASIN il CAM. SAS. 12
CAT1>1 BASIN 54' 01A.. TYPE 2 CATCH BASIN 4a- DIX. ME 2
"11114-110,
VICINITY MAP
GE-EM -ons
I IM
IN
UrZ lDE=nQ"
PARKING LOT DEVELOPMENT PLAN
FOR
AUS
SECTION 20. T.27 N.. R.4 E-W.M.
EDMONDS. WASHINGTON
9
AMS 0 LSA No. 4013 0 04-Mar-99
SCS Weighted average curve number calculations 04:02 PM
SCS Hydrologic Soils type:—>
C
Detained Basin
Project development area, sf:
7,904
Development area, acres:
0.18
Existing conditions (in square feet)
Assumptions:
CN:
Undisturbed forest land
76
0
Second growth forest
81
7,904
Meadow or pasture
85
0
Grass, > 75% coverage
86
0
Dirt road/parking lot
87
0
Gravel road/parking lot
89
0
Grass, > 50% coverage
90
0
Orchard with crop cover
92
0
Cultivated land
94
0
Impervious
98
0
Open water
100
0
Total Weighted CN for each basin:
81.0
Pervious:
Area, acres:
0.18
Weighted CN:
81.0
Impervious:
Area, acres:
0.00
Percent impervious area:
0.0%
Detained Basin
Future conditions Total AC: 0.18
Total sf: 7,904
Assumptions:
CN:
Undisturbed forest land
76
0
Second growth forest
81
0
Meadow or pasture
85
0
Grass, > 75% coverage
86
0
Dirt road/parking lots
87
0
Gravel road/parking lot
89
0
Grass, > 50% coverage
90
0
Orchard with crop cover
92
0
Cultivated land
94
0
Impervious
98
7,904
Open water
100
0
Total Weighted CN:
98.0
Pervious:
Area, acres:
0.00
Weighted CN:
0.0
Impervious:
Area, acres:
0.18
Percent impervious area:
100.0%
2
0 0
3/ 3/99 Lovell-Sauerland & Associates Inc page
AMS SITE
LSA No. 4013
BASIN SUMMARY
BASIN ID: E002
NAME: EXISITNG 2 YEAR
SBUH METHODOLOGY
TOTAL AREA ....... :
0.18 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE .... :
TYPElA
PERVIOUS AREA
PRECIPITATION .... :
1.50 inches
AREA..:
0.18 Acres
TIME INTERVAL .... :
10.00 min
CN.... :
81.00
TIME OF CONC ..... :
11.38 min
IMPERVIOUS
AREA
ABSTRACTION COEFF:
0.20
AREA..:
0.00 Acres
CN.... :
98.00
TcReach - Sheet
L: 130.00 ns:0.1500 p2yr: 1.50 s:0.0600
PEAK RATE: 0.01
cfs VOL: 0.00
Ac-ft TIME:
490 min
BASIN ID: E010
NAME: EXISTING 10 YEAR
SBUH METHODOLOGY
TOTAL AREA .......
0.18 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE ....
TYPElA
PERVIOUS AREA
PRECIPITATION ....
2.00 inches
AREA..:
0.18 Acres
TIME INTERVAL ....
10.00 min
CN.... :
81.00
TIME OF CONC .....
11.38 min
IMPERVIOUS
AREA
ABSTRACTION COEFF:
0.20
AREA..:
0.00 Acres
CN.... :
98.00
TcReach - Sheet
L: 130.00 ns:0.1500 p2yr: 1.50 s:0.0600
PEAK RATE: 0.02
cfs VOL: 0.01
Ac-ft TIME:
480 min
BASIN ID: E100
NAME: EXISTING 100 YEAR
SBUH METHODOLOGY
TOTAL AREA .......
0.18 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE ....
TYPElA
PERVIOUS AREA
PRECIPITATION.....:
3.00 inches
AREA..:
0.18 Acres
TIME INTERVAL ....
10.00 min
CN.... :
81.00
TIME OF CONC .....
11.38 min
IMPERVIOUS AREA
A13STRACTION COEFF:
0.20
AREA..:
0.00 Acres
CN.... :
98.00
TcReach - Sheet
L: 130.00 ns:0.1500 p2yr: 1.50
s:0.0600
PEAK RATE: 0.04
cfs VOL: 0.02
Ac-ft TIME:
480 min
C-/
0 9
3/ 3/99 Lovell-Sauerland & Associates Inc page
AMS SITE
LSA No. 4013
BASIN SUMMARY
BASIN ID: D002
NAME: DEVELOPED 2 YEAR
SBUH METHODOLOGY
TOTAL AREA .......
0.18 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE ....
TYPElA
PERVIOUS AREA
PRECIPITATION ....
1.50 inches
AREA..:
0.00 Acres
TIME INTERVAL ....
10.00 min
CN.... :
81.00
TIME OF CONC .....
5.00 min
IMPERVIOUS
AREA
ABSTRACTION COEFF:.
0.20
AREA..:
0.18 Acres
CN.... :
98.00
PEAK RATE: 0.05
cfs VOL: 0.02
Ac-ft TIME:
480 min
BASIN ID: D010
NAME: DEVELOPED 2 YEAR
SBUH METHODOLOGY
TOTAL AREA .......
0.18 Acres
BASEFLOWS:
0-00
cfs
RAINFALL TYPE ....
TYPElA
PERVIOUS AREA
PRECIPITATION ....
2.00 inches
AREA..:
0.00
Acres
TIME INTERVAL ....
10.00 min
CN.... :.
81.00
TIME OF CONC .....
5.00 min
IMPERVIOUS
AREA
ABSTRACTION COEFF:
0.20
AREA..:
0.18
Acres
CN.... :
98.00
PEAK RATE: 0.07
cfs VOL: 0.03
Ac-ft TIME:
480
min
BASIN ID: D100
NAME: DEVELOPED 100 YR
SBUH METHODOLOGY
TOTAL AREA ....... :
0.18 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE .... :
TYPElA
PERVIOUS AREA
PRECIPITATION .... :
3.00 inches
AREA..:
0.00 Acres
TIME INTERVAL .....
10.00 min
CN. *** :
81.00
TIME OF CONC ..... :
5.00 min
IMPERVIOUS
AREA
ABSTRACTION COEFF:
0.20
AREA..:
0.18 Acres
CN.... :
98.00
PEAK RATE: 0,11
cfs VOL: 0.04
Ac-ft TIME:
480 min
C - ?.
3/10/99 3:39:11.pm Shareware Release page 3
AMS.SITE
LSA No. 4013
LEVEL POOL TABLE SUMMARY
MATCH INFLOW -STO- -DIS- <-PEAK-> OUTFLOW STORAGE
< -------- DESCRIPTION --------- > (cfs) (cfs) --id- --id- <7STAGE> id (cfs) VOL (cf)
..... = .................. = ............................. ---- = ....................
2 YEAR ....................... 0.01 0.05 P2 01 91.77 11 0.01 226.39 cf
10 YEAR ...................... 0.02 0.07 P2 Oi 92.20 12 0.02 351.04 cf
100 YEAR ..................... 0.04 0.11 P2 01 93.42 13 0.02 617.63 cf
C-3
Detention
Pipe Volume Calculation:
The following table calculates the loss in active volume of a detention pipe set at
0.0 % slope,
with 1.50
ft of dead storage in
its invert.
The final column gives
the result
in terms of the percent of the total volume still available for
active storage.
Dead
Top Theta
Dead
Total
Percent
Dia.
Dia. Strg
Width
Area
Area
Active
inches
ft ft
ft radians
sf
sf
Vol.
18
1.5 1.50
0.00 6.28
1.77
1.77
0.00%
24
2.0 1.50
1.73 4.19
2.53
3.14
19.55%
30
2.5 1.50
2.45 3.54
3.08
4.91
37.35%
36
3.0 1.50
3.00 3.14
3.53
7.07
50.00%
42
48
3.5 1.50
4.0 1.50
3.46 2.85
3.87 2.64
3.94
4.30
9.62
12.57
59.06%
65.75%
54
4.5 1.50
4.24 2.46
4.64
15.90
70.82%
60
5.0 1.50
4.58 2.32
4.95
19.63
74.77%
66
5.5 1.50
4.90 2.20
5.25
23.76
77.91%
72
6.0 1.50
5.20 2.09
5.53
28.27
80.45%
78
6.5 1.50
5.48 2.00
5.79
33.18
82.54%
84
7.0 1.50
5.74 1:93
6.05
38.48
84.29%
90
7.5 1.50
6.00 1.85
6.29
44.18
85.76%
96
8.0 1.50
6.24 1.79
6.52
50.27
87.02%
102
8.5 1.50
6.48 1.73
6.75
56.75
88.10%
USE:
Pipe
Pipe Dead
Top Theta
Dead
Total
Percent
Dia.
Dia. Strg
Width
Area
Area
Active
inches
ft ft
ft radians
sf
sf
Vol.
48
4.0 1.50
3.87 2.64
4.30
12.57
65.75%
Total required active volume of pipe and structures
611 cf
Volume Inventory:
Detention Pipe net
volume
549.43 cf
Type 11 CB,
54 " dia.,
2 each, volume 79.5 cf
Stub Pipes,
36 " dia.,
0 If, volume
0.0 Cf
Total volume =
629 cf
� i
I
Pipe dia: 48 in =
Percent of Depth in
Height Pipe
Dead St. FT
0.00% 0.00% 0.00% 0.00
10.00% 0.00% 0.00% 0.00
20.00% 0.00% 0.00% 0.00
30.00% 37.50% 37.50% 1.50
40.00% 37.50% 40.00% 1.60
50.00% 37.50% 50.00% 2.00
60.00% 37.50% 60.00% 2.40
70.00% 37.50% 70.00% 2.80
80.00% 37.50% 80.00% 3.20
90.00% 37.50% 90.00% 3.60
100.00% 37.50% 100.00% 4.00
100.00%
4.0 ft
Dead
Top
Theta
Acti
Width
pi
ft
radians
area,
0.00
0.00
0.
0.00
0.00
0.
0.00
0.00
0.
3.87
2.64
4.
3.92
2.74
4.
4.00
3.14
6.
3.92
3.54
7.
3.67
3.96
9.
3.20
4.43
10.
2.40
5.00
11.
0.00
6.28
12.
/e
Pipe
Pipe length
66.5 ft
ACTIVE
Stage Net Active
)e
in
VOL
CB
Vol
Vol
Vol
Vol
sf
feet
PIPE/ft
Depth
CB2
STUB
PIPE
TOTAL
Stage
)0
0.00
0.00
0.00
0
0
0
0
89.50
)0
0.00
0.00
0.00
0
0
0
0
89.50
30
0.00
0.00
0.00
0
0
0
0
89.50
30
1.50
0.00
0.00
0
0
0
0
91.00
39
1.60
0.39
0.10
3
0
26
29
91.10
28
2.00
1.98
0.50
16
0
132
148
91.50
37
2.40
3.57
0.90
29
0
237
266
91.90
40
2.80
5.09
1.30
41
0
339
380
92.30
78
3.20
6.47
1.70
54
0
430
485
92.70
91
3.60
7.61
2.10
67
0
506
573
93.10
57
4.00
8.26
2.50
80
0
549.
629
93.50
I
C-q
3/10/99 3:39:7 Shareware Rele0e page 1
AMS S I TE
LSA No. 4013
----------
STAGE STORAGE TA13LE
CUSTOM STORAGE ID No. P2
Description: 41 PIPE w/ 1.51 DEAD STORAGE
STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- >
(ft) --- Cf--- --AC-Ft- (ft) --- cf --- -- Ac-Ft- (ft) --- cf --- -- Ac-Ft- (ft) --- cf--- --Ac-Ft-
.... = --- = ....... =-- ... === ........... =.== --- - ............ --
91.00 0.0000 0.0000 91.70 207.00 0.0048 92.40 406.25 0.0093 93.10 573.00 0.0132
91.10 29.000 0.0007 91.80 236.50 0.0054 92.50 432.50 0.0099 93.20 587.00 0.0135
91.20 58.750 0.0013 91.90 266.00 0.0061 92.60 458.75 0.0105 93.30 601.00 0.0138
91.30 88.500 0.0020 92.00 294.50 0.0068 92.70 485.00 0.0111 93.40 615.00 0.0141
91.40 118.25 0.0027 92.10 323.00 0.0074 92.80 507.00 0.0116 93.50 629.00 0.0144
91.50 148.00 0.0034 92.20 351.50 0.0081 92.90 529.00 0.0121 93.50 629.00 0.0144
91.60 177.50 0.0041 92.30 380.00 0.0087 93.00 551.00 0.0126
d7l
r -
0. 0
3/10/99 3:39:7 pm Shareware Release page. 2
AMS SITE
LSA No. 4013
STAGE DISCHARGE TA13LE
MULTIPLE ORIFICE ID No. 01
Description: ORIFICE
Outlet Elev: 91.00
Elev: 91.00 ft Orifice Diameter: 0.7500 in.
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE ---
> STAGE
<--DISCHARGE --- >
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
=== .... = ...........
(ft)
--- CfS -- -------
.........................
91.00
0.0000
- .......
91.80
= ... = ......................
0.0137
92.60
0.0193
= ......................
93.40
0.0236
91.10
0.0048
91.90
0.0145
92.70
0.0199
93.50
0.0241
91.20
0.0068
92.00
0.0153
92.80
0.0205
93.60
0.0246
91.30
0.0084
92.10
0.0160
92.90
0.0210
93.70
0.0251
91.40
0.0097
92.20
0.0167
93.00
0.0216
93.80
0.02SS
91.50
0.0108
92.30
0.0174
93.10
0.0221
93.90
0.0260
91.60
0.0118
92.40
0.0181
93.20
0.0226
94.00
0.0264
91.70
0.0128
92.50
0.0187
93.30
0.0231
C-&
Ln
.: , 1. ; , i
ameas ONG an evapilieftropm pa-4 by I'm *46*0 1
...... - - - - - - -
This $Oil Solvay M -P w a 5 Compiled by the U S, Depal tmellt o I Agfic ullul a, Soil Con— lien Service. and �p.iatjng egan,ig,
Base MAPS ata WthOPbOlOgraPhs PfePaied by the State of Wasbinglo, iteparlin-t ol Ndleu.1 Reso.sces boM 1973 and 1974 mial photogisphy
Cc-ldi-le v6d lwk� And lend dilwon cu'lle's. it shown. dic OP'OxinlatelY Positioned.
1290 U00 VL f I (Joins sheet 56) T. 27 N.
m
ar I'
'ifs
1;�' :7, a
IF
to
Yk.
'4 �4;
A
g
Ln,
en A!!
, 4�v` , r .
Ji 6
0
. . . . . . . . . . .
ji
A.#
Oo
OD j
I ID
A,
41. ita,
L
Ar" 4.*.
I .
ih
C)o
L-2160k)-
, imi4aa�i
�i 7,11p.
'j, 10 Ir
i-11 Pr Pit.: AT, —Eo Aj-'� A
A-V LINO
is
U)
0
r—
U)
C:
m
0
n
A� 0- F WS
TO - ........ .
dT ff`
-WAS111IN 0 480201.
----------
EPARTMENT.-.—
REPLY REI DATE
-SUBJECT
NO
0— 'o
Z
z
7z.
7,7 :-777
7
�,7
, Z
/4
7 7 7 7
j
Ago
.4 ly.
7, -7
�j
SIGNED
F?LEASE
REP LY TO.-*.
7:7 .1-
J
X. .....
:-4
:K",
7
N
7Z.
k'N
FORM NO. MEM. 88T
k4
DETA KTHIS1CW, -:-PE7 �qN..,FORANANSWIER.
/P '. 189",
June 10, 1999
CITY OF EDMONDS
121 5TH AVENUE NORTH . EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
Mr. Craig Campbell, PE
LSA Inc.
19400-33 d Avenue West,. 200
Lynnwood, WA 98036
SUBJECT: Proposed Parking Lot for Access Mobility Systems at 21104-701h Avenue Wes
(ADB-99-70)(I!C 99-132)
Dear $AF-Gampbettr
BARBARA FAHEY
MAYOR
The Engineering Division reviewed your civil site design. The review team notes the following
revisions/corrections. Please contact the review team members directly for questions regarding their
comments.
Storm Drainag-e - Don Fiene. ffidraulics Engineer at (425) 771-0220, Ext. 323
• See comments in Storm Drainage Report.
• Consider area noted for a bioswale.
• Provide a sedimentation and erosion control plan to include construction sequence (pre -con,
erosion control notes, BMPs, etc.)
• Show where construction entrance will be provided.
Tra(fic
• Per earlier comments, show dimensions of parking stalls and aisle widths. Please be aware that
minimum clear aisle width for two way parking is 24 feet.
• Per earlier comments, show existing and proposed parking, signage, frontage improvements and
pavement marking within the public rights -of -way.
• Per earlier comments, show existing and proposed elevations across the roadway in conjunction
with the required frontage improvements.
• Provide curbing around parking area.
When the revisions are complete, please return the attached redlined plans and calculations with three
sets of revised plans and one set of revised calculations for additional review. It will be necessary to
provide a construction cost estimate for City staff to determine the Engineering Division fees and bond
amounts. If you have any other questions, do not hesitate to contact me at 775-7744.
Sincerely,
GORDON C. HYDE
Development Services Engineer
GCH/cmc
c: Development Services Techs
Kim Pierce
Incorporated August. 11, 1890
RAENGR\G0RDY\9070. DOC Sister City - Hekinan, Japan
J
MEMORANDUM
Date: April 8, 1999
To: � Planning Division
From: Gordy Hyde, Development Services Engineer qclo--
Subject: ADB for Access Mobility Systems at 21104 — 70" Ave. W. (ADB-99-70)
The Engineering Division reviewed the subject plan.
The following comments apply:
The City Engineer must approve a site plan designed by a licensed civil engineer. The
site plan as a minimum must show:
> Size of proposed parking stalls, curb cuts, aisle widths.
> How the developer will construct water quality and storm detention as required by
ECDC 18.30. A b1ofiltration swale is the preferred method of water quality
treatment.
> Existing and proposed parking, signage, frontage improvements and pavement
marking within the public rights -of -way.
> Existing and proposed elevations across the roadway in conjunction with the required
frontage improvements.
The applicant must comply with the conditions of any future applications. The application
is complete for Architectural Design Board review.
City of Edmonds
Development Services Department
0 0
MEMORANDUM
Date: March 31, 1999
To: Don Fiene, Hydraulics Engineer
Jamal Mahmoud, Traffic Engineer
From: Gordy Hyde, Development Services Engineerqcv-
Subject: ADB Application for Access Mobility Systems at 21104 — 70t' Ave. W.
(ADB-99-70)
Engineering received the attached application preliminary for construction of an expanded
parking lot. We had a pre -application meeting for the same project on February 5, the minutes of
which are attached. Please review and return your comments for this formal submittal so I may
incorporate your comments into a memo to the Planning Division by April 13, 1999.
Thank you for a rapid response.
City of Edmonds
Development Services Department
0
11
MEMORANDUM
Date: March 31, 1999
To: Don Fiene, Hydraulics Engineer
Jamal Mahmoud, Traffic Engineer
From: Gordy Hyde, Development Services Engineer qC110—
Subject: ADB Application for Access Mobility Systems at 21104 - 70" Ave. W.
(ADB-99-70)
Engineering received the attached application preliminary for construction of an expanded
parking lot. We had a pre -application meeting for the same project on February 5, the minutes of
.0 1 may
which are attached. Please review and return your comments fo thi 4 rTm-a_Isub5m�ittaf �a
incorporate your comments into a memo to the Planning Div
Thank you for a rapid response.
? a. r k
S�qp
City of Edmonds
Development Services Department
-!57-0,CM, W,47'��E- 4ND Die7-C-/V7-/DA/
(�'Aeoz-A-rlo"s ebw p
16z<f ��
.or PrIV ZOT*�3 564M-�5 lq61611r5461-
9A/DOJ A/: 7o--no�(, I -or 4-R64 49, 4(1, Z 46.
7 Z,
��omj O�:5ce,
9,Y /-il, 7-/ Mr, -Ae,�5A;s
�o
721%
P,/-AAJ7/A/6
qo (0. -360) 4- 0. F5 (0.
75 6
A 7-IN6 4DoO17-10AIAL
Z�)6 7'elV 710AJ
4
AVAJ
4-
o �Z.
`3-83
OA 6. 4"1
0, 206
0,
4-,Aj OelrI66 OUT,�,6r 7-Ao4p- 'SA/0.
(fooAlry e5qv,4-r1oAj roe -r4�e "6 7'"OL7:)
-25 \755
-Z5 &/
36�a �7-40 �0")
T+ ZS
36D7(36,�55)�
Z 7Z
V-s (A) Cvc\l
IZ7Z (0, 462)(0.75(c)
444
A"Elk,
N
PDA/0 -SIZINC,
/C;O'A//O
/4-S
-rA4!!-: VolUME;
W 451
v
x 45)
f 3-4
04 4eoirr .445 F r
e4-
Z. 35
aelr-lc�,= 4'Q 0.4 -r1O Al
2 (4),
0. Zoe z
#e4
*STREET
FILE
ENGINEERING
& PUBLIC
WORKS
PROJECT
REVIEW
TY OF EDMONDS
CENTER - E04ONDS. WASHINGTON 98020
C H E
C K L I
S T
SINGLE FAMILY MULTIPLE COMMERCIAL
PROJECT NAME 1Y - " - : /- , -
CONTACT NA,'lE & TELEPHONE NUMBER
ADDRESS
ACCESS SLOPE AND VEHICLE ACCESS
DRAINAGE PLAN
STREET FILE
LEGAL DESCRIPTION VERIFICATION
QUIT CLAIM/DEDICATIONS
EASEMENT - PUBLIC/PRIVATE
CALCULATE SEWER CONNECTION IF NO LID #
STREET PAVING REQUIRED
CURB AND GUT -TER REQUIRED
SIDEWALK REQUIRED
CURB CUT FOR DRIVEWAY REQUIRED
RIGHT-OF-WAY CONSTRUCTION PERMIT REQUI
BOND REQUIRED FOR PUBLIC IMPROVEMENTS
STREET NAME SIGN REQUIRED
OTHER SIGNING REQUIRED
1- -7
A
(ADDITIONAL COMMENTS ON BACK)
EXISTINC WATER MAIN SIZE D,
WATER MAIN REQUIRED �4, 14
SERVICE LINE REQUIRED -Ex 16 4- j'/l 4
x
w HYDRA14T SIZE EXISTING
HYDRANT RE9UIRED PER FIRE CODE IfIlA SIZE
CROSS CONNECTION INSPECTION
WATER HFTER CHARGE�- EQUIRED
REVIEW BY DATE (ADDITIONAL COMMENTS ON BACK)
SANITARY SEWER DRAWING NUMBER FILE N U14B E R
w SIDE SEWER AVAILABILITY SANITARY SEWER CON14ECTIO14 FEE REQUIRED
QUIRED
OPEN DITCH EXISTING
>.
, m '�A
CULVERT REQUIRE ZE
:rATr WICATED ON SITE PLAN
-4
DATE:
MEMO TO: Building Division
Communitv DeveloDment Department
FROM: Engineering Department
SUBJECT: J f /0 zy � 0 -14 /'�' e ("-,
After review of the subject Building Permit application, we have
the following comments:
1. Connection to City water system required.
2. Connection to City sanitary sewer system required.
3- Right-of-way Permit required for any work on City property.'
4. Driveway slope not to exceed 14%.
5. Backwater valve_..required if do�viisLairs plumbingis hClow
elevation of t-iDstream manhole.
6. Water and sewer lines to be separated by 10 foot minimum.
7. Builder/Owner responsible for containingall temporary rlin-
off and erosion oil site and niaY 'lot impact neiclhborinq
properties in any way.
6t�c-'I
CITY OF ED
CONSTRUCTION PERN
NAME (OR NAME OF BUSINESS)
MAILING ADDRESS
z
-) (9-1
10 % % 0 -(
W
4DS ZONE
APPLICATION joB
1ADDRESS
Q C %-�
ELEPHONE NUMBER
CITY TELEPHONE NUMBER
NAME
ADDRESS
TELEPHONE NUMBER
STATE LICENSE NUMBER CITY LICENSE NUMBER
Legal Description of Property - include all easements
(show below or attach four copies)
N
_1qW_
PERMIT
KNUMBER
04 --� (D -t - A , = '
CHECKI SUBDIVISION NO. ILID NO.
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
EXISTING 60 REQUIRED DEDICATION
PROPOSED--,
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED
STREET USE PERMIT REQUIRED El
SEE ENGINEERING MEMO DATED
SEE PIW DEPT. REVIEW CHECK LIST DATED
METER SIZE BUILDING SUPPLY SIZE FIXTURE UNITS
REMARKS
iE_11�1 41, (�_' '�;_
SIGN AREA
ENV. REVIEW
ADB NO.
ALLOWED
PROPOSED
EXEMPT
6
SHORELINE
VARIANCE OR CU
BY
_TDATE
YARDS
LOT COVERAGE
/ 5 F./RONT SIDE
REA1
r_1 NEW
0 RESIDENTIAL
PLUMBING
0-ADDIALTER
52 NON-RESIDENTIAL
MECHANICAL
REPAIR RETAINING WALL
SIGN
EXCAVATE
FENCE
CHECKED BY
TYPE OF CO
DEMOLISH OR FILL
I- x _FT)
PRE -MOVE INSP.1
COMPLIANCE INSP.
swim
POOL
SPECIAL INSPECTOR
REQUIRED
ARE
T
SIDE SEWER WATER LINE
[]YES I
REMARKS
NUMBER OF STORIES
NUMBERO
DWELLING
I
I
UNITS
;ATURE OF WORK TO BE DONE (ATTACH PLOT PLAN)
11A., In* 1 1, .4-n I '.Vj /1"-, 'Z 'Az
PLAN CHECK FEE
BUILDING
PLUMBING
MECHANICAL
This Permit covers work to be done on private property ONLY. GRADINGIFILL
Any construction on the public domain (curbs, sidewalks,
driveways, marquees, etc.) will require separate permission.
Fermit Application: 180 Days
Permit Limit: 1 Year - Provided Work, is Started Within 180 Days
�Applicant, on behalf of his or her spouse, heirs, assigns and
su'c'cessors in interest, agrees to indemnify, defend and hold
1,harmless the City of Edmonds, Washington, its officials,
lemployees, and agents from any and all claims for damages of
1whatever nature, arising directly or indirectly from the issuance
19f,thi_s permit. Issuance of this permit shall not be deemed to
GROUP
VALUATION
FEE
HEIGHT
OCCUPANT
LOAD
q: IUj
D
OD
c
it)*f edmonds
land use application R h EC I EIVED
A A - % . __ -
`dl ARCHITECTURAL DESIGN BOARD
lb COMP PLAN AMENDMENT
IJ CONDITIONAL USE PERMIT
C) HOME OCCUPATION
E) FORMAL SUBDIVISION
El SHORT SUBDIVISION
El LOT LINE ADJUSTMENT
E3 PLANNED RESIDENTIAL DEVELOPMENT
El OFFICIAL STREET MAP AMENDMENT
STREET VACATION
L3 REZONE*
Ll SHORELINE PERMIT
El VARIANCE / REASONABLE USE
EXCEPTION
El OTHER
FILE # MAI -CrV_1 ZONE
DATE REC-D BY
FEE�&' RECEIPT# -
HEARING DA
El HE El STAFF El PB Pl��DB 0 CC
ACTION TAKEN:
El APPROVED 11 DENIED El APPEALED
APPEAL#
Applicant %A44 Phone -2 f -
Address 1`t (I -I-- 1k �/Ir_ tlll� 2 - �9_ A/1 <1111�
Property Address or Location D- t 1 04 -7 6-,1_ N ,5 "-.,
Pro.pertyOwner Phone '0 r
Address k 8 --? 4 5
Agent
Address
Phone
Tax Acc 6()c-
n(p 7�� 0 1 .6 q -Sec. Twp. _ Rng.
Legal Description 0 ;7 k- 4�, IE t4tr--,
t, oa 0 L 6- to
A5 rt
Details of Project or Proposed Use
The undersigned applicant, and his/ her/ its heirs, and assigns, in consideration of the processing of the
application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all
damages, including reasonable attorney's fees, arising from any action or infraction based in whole or in part upon
false, misleading, inaccurate or incomplete information furnished by the applicant, his/ her/ its agents or
employees.
The undersigned applicant grants his/ her/ its permission for public officials and the staff of the City of Edmonds to
enter the subject property for the purpose of inspection and posting attendant to this application.
SIGNATURE OF APPLICANT/ OWNER/ AGENT
A m m m m m m m m m m m m m m m m m m
0
RCC��R� 0(1�
(XM�D PROTECn� �TE
L
RECEIVED
MAR 3 11999
PERMIT COUNTER
IN SWI/4 OF SECTION 30. T.26 N.. R,5 E-W.M.
A=
-------------
--------------
70TH AVE. W-
7 j
---------------------------- --7
-,;l f
W� B�N 11
�t� 13A� �'DA_ I�E 2
f
BA� 4a'M�. rYK 2
VICINITY MAP
CENER� m0r[S
J%
-nrcl
MOTESr
PARKING LOT DEVELOPMENT PLAN
FOR
AMS
SECTION 20 T27 N.. R.4 E..W-M.
EDMONbS.* WASHINGTON
LATY OF EDMONts Receiver)
ENVIRONMENTAL CHECKLIST Wi7 311999
PERMIT CoUNTER
Purpose of Checklist:
The . State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the
environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all
proposals writh probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide
information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it
can be done) and to help the agency decide whether an EIS is required.
Instructionsfor Applicants:
icant, requiring preparation of anEIS. Answer
checklist to determine whether the environmental impacts of your Proposal are signif I
This environmental checklist asks you to describe some basic information about your proposal. Goverr mental agencies use this
the questions briefly, with the most precise information known, or give the best description you can.
You must answer each question accurately and carefully, to the best of yourknowledge. In most cases, you should be able to answer
the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or
if a question does not apply to your proposal, write "do not know" or does not apply". complete answers to the questions now may
avoid unnecessary delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions
if you can. If you have problems, the governmental agencies can assist you.
The checklist questions apply to all parts of your Proposal, even if you plan . to do them over a pe
- iod of time or on different parcels of
land. Attach any additional information that will help describe your proposal or its enViTOmnen' - The agency to which you
submit this checklist may ask you to explain your answers or provide additional information traelaseoffneacbtsly related to determining if
there may be significant adverse impact.
Use Of checklistfor nonprojectproposals:
Complete this checklist for nonproject proposals, even though questions may be answered "does not apply. " IN ADDITION,
complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D),
For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site', should' be read as
11proposer, " and "affected geographic area," respectively.
A. BACKGROUND
I. Name of proposed project, if applicable: A VIA 0
'�: -r?D 0 11 1 a L o —,
2. Name of applicant: 41�\ V—\ c-'-
3. Address and phone number of applicant and con . tact person:
V--\. V-1
CHUT-DOMI-NOV-93 Page I Of24
MASTEPXSPEA
4. Date checklist prepared: i L) -
5. Agency requesting checklist: City of Edmonds.
6. Proposed timing or schedule (including phasing, if applicable): C"
(STAFF COMMENTS)
7* - Do you have any plans for future additions, expansion, or further activity related to or connected with this
proposal? If yes, explain.
(STAFF COMMENTS)
List an environmental information you know about that has been prepared, or will be prepared, directly related
y
to this proposal.
(STAFF
9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting
the property covered by your proposal? If yes, explain.
0
(STAFF COMMENTS)
CHKLT-DCC\J-N0V-93 Page 2 of 24
MAMR\SPFA
0 0
10. List any government approvals or permits that will be needed for your proposal, if known.
(STAFF COMMENTS).
11. Give brief, complete description of yourproposal, including the proposed uses and size of the project and site.
There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You
do not need to repeat those answers on this page.
V is:-- A c- o'
(STAFF COMMENTS)_
12. Location of the proposal. Give sufficient information for a person to understand the precise location of your
proposed project, including a street address, if any, and section, township, and range, if known. If a proposal
would occur over a range of area, provide range or boundaries of the site(s). Provide legal description, site plan,
vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the
agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related
to this checklist.
S /00')4-10-D" OP. OL00- 00 C/O/
(STAFF COMMENTS)
Page 3 of 24
CHXLT.DCOI-NOV-93
TO BE COMPLETED BY APPLICANT
B. ENVERONMENTAL ELEMENTS
1. Earth
a. General description of the site (circle one): Fla Crollin) hilly, steep slopes, mountainous, other:
(STAFF COMMENTS)
b. What is the steepest slope on the site (approximate percent slope)? 10%
(STAFF COMMENTS)
C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you
know the classification of agricultural soils, specify them and note any prime farmland.
C ( ("-) . '�;
(STAFF COMMENTS)
d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe.
(STAFF COMMENTS)
Page 4 of 24
CHKLT'DCC\1-N0V-93
MASTERWEA
0
e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source
of rill.
A
o-
-0 lir A — CA— TS 0 >,. Lf 0,0 �.IVjc�
(STAFF COMMENTS)
L Could erosion occur as a result of clearing, construction, or use? If so, generally describe.
(STAFF COMMENTS)
g. About what percent of the sit ' e will be covered with impervious surfaces after project construction (for
example, asphalt or buildings)?
—1 S C"
(STAFF COMMENTS)
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
(STAFF COMMENTS)
2. AER
a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial
wood smoke) during construction and when the project is completed? If any, generally describe and give
approximate quantities if known.
(STAFF COMMENTS)
Page 5 of 24
CHKLT * DMI-NOV-93
RASMMSPEA
0 1 0
b. Are there any off -site sources of emissions or odor that may effect your proposal? If so, generally describe.
U-D
(STAFF COMMENTS)
C. Proposed measures to reduce or control emissions or other impacts to the, if any:
(STAFF COMMENTS)
3. WATER
a. Surface:
(1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and
seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and providenames. If
appropriate, state what stream or river it flows into.
KA-D
(STAFF COMMENTS)
(2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If
yes, please describe and attach available plans.
(STAFF COMMENTS)
(3) Estimate the amount of fill and dredge material that would be placed in or removed from surface
water or wetlands and indicate the area of the site that would be affected. Indicate the source of rill
material.
(STAFF COMMENTS)
Page 6 of 24
CHKLT.D0C\1-N0V-93
MASTEMSPEA
(4) Will the proposal require surface water withdrawals or diversions? Give general description,
purpose, and approximate, quantities if known.
0- Ps- L- C-6 c-d a- ;> D
(STAFF COMMENTS)
(5) Does the proposal lie within, a 100-year floodplain? If so, note location on the site plan.
N.) 0
(STAFF COMMENTS)
(6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the
type of waste and anticipated volume of discharge.
V'Q
(STAFF COMMENTS)
b. Ground:
(1) Will ground water be withdrawn, or will water be discharged to ground water? Give
general description, purpose, and approximate quantities if known.
(STAFF COMMENTS)
Page 7 of 24
CHKLT.DCC\I-NOV-93
MASTER\SPFA
(2) Describe waste material that will be discharged into the ground from septic tanks or
other sources, if any (for- example: Domestic sewage; industrial, containing the
following chemicals ... ; agricultural; etc.). Describe the general size of the system, the
number of such systems, the number of houses to be served (if applicable), or the
number of animals or humans the system(s) are expected to serve.
D b C -:-,- t) 0 T N ;>-�
(STAFF COMMENTS)
C. Water Runoff (including storm water):
(1) Describe the source of runoff (including storm water) and method of collection and
disposal, if any (include quantities, if known). Where will this water flow? Will this
water flow into other waters? If so, describe.
\'4 A r r, VL P't" V Q �0 0 P P U , C' 0 S,
-T . o
(STAFF COMMENTS)
(2) Could waste materials enter ground or surface waters? If so, generally describe.
(STAFF COMMENTS)
d. Proposed measures to reduce or control surface, ground, and runoff water impacts,, if any:
I
z- V,!� I )I- A
(STAFF COMMENTS)
Page 8 of 24
CHUTDOMI-NOV-93
MASTER\SPFA
4. Plants
a. Check or circle types of vegetationfound on the site:
deciduous tree: alder, maple, aspen, other:.
evergreen tree: fir, cedar, pine, other:_
shrubs
_ grass
pasture
crop or grain
wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other:
water plants: water lily, eelgrass, milfoil, other:
other types of vegetation:
(STAFF COMMENTS)
b. What kind and amount of vegetation will be removed or altered?
(STAFF COMMENTS)
C. List threatened or endangered species known to be on or near the site.
I-ju�-L
(STAFF COMMENTS)
Page 9 of 24
CHKLT.DOC\I-NOV-93
MASM\SPFA
d. Proposed landscaping, use of native plants, or other materials to preserve or enhance vegetation on the
site, if any:
4-
S
(STAFF COMMENTS)
Animals
a. Check or circle any birds and animals which have been observed on or near the site or are known to be on
or near the site: -.6-
birds: hawk, heron, eagle, songbirds, other:
mammals: deer, bear, elk, beaver, other:
fish: bass, salmon, trout, herring, shellfish, other:
(STAFF COMMENTS)
b. List any threatened or endangered species known to be on or near the si te.
(STAFF COMMENTS)
C. Is the site part of a migration route? If so, explain.
(STAFF COMMENTS)
Page 10 of 24
CHKLT.D0C\1-N0V-93
MASTERWEA
d. Proposed measures to preserve or enhance wildlife, if any:
(STAFF COMMENTS)
6. Energy and Natural Resources
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed
project's energy needs? Describe whether it will be used for heating, manufacturing, etc.
(STAFF COMMENTS)
b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally
describe.
(STAFF COMMENTS)
C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed
measures to reduce or control energy impacts, if any:
(STAFF COMMENTS)
Page I I of 24
CHUTI)MI-NOV-93
MASTERWEA
7. Environmental Health
a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and
explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so describe.
No
(STAFF COMMENTS)
(1) Describe special emergency services that might be required.
t— 0 — C
(STAFF COMMENTS)
(2) Proposed measures to reduce or control environmental health hazards; if any:
(STAFF COMMENTS)
b. Noise
(1) What types of noise * exist in the area which may affect your project (for example: traffic,
equipment, operation, other)?
(STAFF COMMENTS)
Page 12 of 24
CHKLT.DOC\I-NOV-93
MASTEMSPEA
0 0
(2) What types and levels of noise would be created by or associated with the project on a short-term or
a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise
would come from the site.
ig
(STAFF COMMENTS)
(3) Proposed measures to reduce or control noise impacts, if any:
�-- L'- '.
(STAFF COMMENTS)
8. Land and Shoreline Use
a. What is the current use of the site and adjacent properties?
r C- C I , C* (,0 t4 c—_CF � e A- A-e.'. e-. C S S i SL�%F A
Or, A .42 C"5;
e
(STAFF COMMENTS)
b. Has the site been used for agriculture? If so, describe.
(STAFF COMMENTS)
Page 13 of 24
CHKLT.D0C\1-N0V-93
RASTEMPEA
C. Describe any structures on the site.
(STAFF COMMENTS)
d. Will any structures be demolished? If so, what?
(STAFF COMMENTS)
e. What is the current zoning classification of the site?
":f '�—
(STAFF COMMENTS)
f. What is the current comprehensive plan designation of the site?
(STAFF COMMENTS)
g. If applicable, what is the current shoreline master plan designation of the site?
D ".� C. C7 -T
(STAFF COMMENTS)
Page 14 of 24
CHUTDOCU-NOV-93
MASTERWEA
h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify.
K-1-7--N
(STAFF COMMENTS)
i. Approximately how many people.would reside or work in the completed project?
(STAFF COMMENTS)
j. Approximately how many people would the completed project displace?
(STAFF COMMENTS)
IL Proposed measures to avoid or reduce displacement impacts, if any:
(STAFF COMMENTS)
1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if
any:
(STAFF COMMENTS)
Page 15 of 24
CHKLT * DOCU-NOV-93
MAS17ER\SPEA
9. Housing
a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income
housing.
(STAFF COMMENTS)
b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-
income housing.
(STAFF COMMENTS)
C. Proposed measures to reduce or control housing impacts, if any:
b 0 t-- U, V —
(STAFF COMMENTS)
10. Aesthetics
a. What is the tallest height of any proposed structure(s), not including antennas; what is the principle
exterior building material(s) proposed?
(STAFF COMMENTS)
Page 16 of 24
CHUTDC01-NOV-93
MASMMSPEA
b. What views in the immediate vicinity would be altered or obstructed?
(STAFF COMMENTS)
C. Proposed measures to reduce or control aesthetic impacts, if any:
00 �-- 0r- . V. .0—
(STAFF COMMENTS)
11. Light and Glare
a. What type of light or glare will the proposal produce? What time of day would it mainly occur?
(STAFF COMMENTS)
b. Could light or glare from the finished project be a safety hazard or interfere with views?
(STAFF COMMENTS)
C. What existing off -site sources of light or glare may affect your proposal?
(STAFF COMMENTS)
Pap 17 of 24
CHKLT.DOC\I-NOV-93
MASTEMPEA
d. Proposed measures to reduce or control light and glare impacts, if any:
(STAFF COMMENTS)
12. Recreation
a. What designated and informal recreational opportunities are in the immediate vicinity?
f-" O�� e�:
(STAFF COMMENTS)
b. Would the proposed project displace any existing recreation uses? If soldescribe.
(STAFF COMMENTS)
C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be
provided by the project or applicant, if any:
(STAFF COMMENTS)
Page 18 of 24
CHKLT.D=1-NOV-93
MAST'ER%PFA
13. Historic and Cultural Preservation
a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers
known to be on or next to the site? If so, generally describe.
(STAFF COMMENTS)
b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural
importance known to be on or next to the site.
(STAFF COMMENTS)
C. Proposed measures to reduce or control impacts, if any:
(STAFF COMMENTS)
14. Transportation
a. Identify public streets and highways serving the site, and describe proposed access to the existing street
system. Show on site plans, if any.
(STAFF COMMENTS)
Page 19 of 24
CHKLT.D0C\1-N0V-93
MASTERWEA
b. Is site currently served by public transit? If no, what is the approximate distance to the nearest transit
stop?
0 P- L) 0
(STAFF COMMENTS)
C. How many parking spaces would the completed project have? How many would the project eliminate?
(STAFF COMMENTS)
d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not
including driveways? If so, generally describe (indicate whether public or private).
(STAFF COMMENTS)
e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so,
generally describe.
'D
(STAFF COMMENTS)
Page 20 6f 24
CHUT.DMI-NOV-93
MASMEMPEA
f. How many vehicular trips per day would be generated by the completed project? If known, indicate when
peak volumes would occur.
(STAFF COMMENTS)
g. Proposed measures to reduce or control transportation impacts, if any:
(STAFF COMMENTS)
15. Public Services
a. Would the project result in an increased need for public services (for example: fire protection, police
protection, health care, schools, other)? If so, generally describe.
�- 0
(STAFF COMMENTS)
b. Proposed measures to reduce or control direct impacts on public services, if any:
bo C ,, �--V-tr- fl,"? t*"��.- ;
(STAFF COMMENTS)
Page 21 of 24
CHKLT.DOC\I-NOV-93
MASMRNSPEA
16. Utilities
a. Circle utilities currently available at the sit('-- - y;" �Zatu rg
__!je�c �wate �reuse se�"c
1�r, septic system, other:
(STAFF COMMENTS)
b. Describe the utilities that are proposed for the project, the utility providing the service, and the general
construction activities on the site or in the immediate vicinity which might be needed.
(STAFF COMMENTS)
C. SIGNATURE
V
The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to
make its decision.
Signature of Proponent Date Submitted
Page 22 of 24
CHKLT.DCOI-NOV-93
MASTEWPEA
GERALD W. LOVELL, P.L.S.
JURGEN P. SAUERLAND, P.L.S.
LOUIS F. CAVIEZEL, P.E.
ell-Sauerland &Associates, Inc.
Engineers 9 Surveyors * Development Consultants e Planners
June 18, 1981
File No. 81-767
Storm Drainage Calculations for
Imports Unlimited, Edmonds
Site Information
Total Area 20152 sf. 0.46 Ac.
Average Slope Frior to any filling drainage course was
along north property line sloped 1001 at
10% to west and then 4% along west pro-
perty line 1901 to south property line.
Site Condition Existing site approx. 3/4 filled recently
and 1/4 of site grass.
Estimated Runoff Coefficienz - Use C = 0.2 (assume grass over whole site)
Offsite Contributing Area - No offsite dl-ainage picked up by existing
d.-ains.
Using the Yrjanainen and Warren Method for simple retention/detention basin
design, the following calculations are to determine the required volume of
retention of this development.
Contributing Runoff
Distance to outfall from most distant point - 100 ft. at average slope of 1(A
190 ft. at average slope of 41N
V 2.2.5 -fps. Collection time is 10 min.
1.35 fps.
Tc Distance + 10 min. 100 + 19 6 + 10 = 13.1 min.
Velocity (f.p T_2 10 01
1( 5 1.35)1
Intensity = i = 1.38 in,/hr., 10-year storm frequency (Chart Seattle Ren'ton)
Q Existing = Qu = Cia = 0.2 (1.38) 0.46 0.13 cfs.
Q Allowable = Q Existing
23106 - 100TH W. EDMONDS, WASH. 98020 PHONE 775-1593
0 0
Storm Drainage Calc./Imports Unlimited - 2 - June 18, 1981
Future C - Onsite
Roofs 2496 sf
@
0.9
Paving 5625
@
0.9
Landscaping 1270
@
0.2
Native Grass 10761
@
0.2
C D
(2496 + 5625) 0.9 + (1270
+ 10761) 0.2 0.48
201-52
Qo
0 Allowable
0.13 0.57
Acreage x Future Runoff CoefficieTt
6 (0.48)
Assume
orifice outlet condition.
T
-25 + . /1762
-Zo-
30.6 min.
Y
Vs 2820T - 40 QoT
T + 25
V Total = Vs Ac C = 188 cf.
Storage Provided
100 if. Detention Swale
1.18 vf. CB @ 5.78
Total
Sizing Orifice
Q Max
0.13 cfs.
h
1.18 ft.
2g
64.4
A
Q
Cd
—2�
D
FLA
Use 2-1/811 Dia.
855 cf./Ac.
206 c1l.
7 cf.
213 cf .
Cd 0.62
0.13
0.62 164.4 (1.18)
0.175 ft. 2.10 in.
W I I IfF' - *
1 � A
W
284
ss,
.�'IONAL VV#f/
111;M111,
0. 024 sf
-7
A7'
,:AT PCrA-M rY%
$MkL ESTATE S&-ES TAX
TMs0DNT3LAM-&_A-.,d"" 27th &Y .4 June. 1981 AM*umy puo I ' -
U-- CMRGIA D. HOLT, as-har separsta property
-JUL 7 - 1981
.16d do %&o.' -6
XIM PIFJtCE, a single m&n
0
r_4 1.�_ %4 U. `Pfioo*."
00 WITNTMrM TW C6 �dW m- to -0 w U. poo.L.- sod 6. p_k_ or_ 1. Po,,L_ W D_ U� f.r6.bw
A_i6od .j % wft 96 appon-oon, In Snohomish C.-Y. SuU .1 W.Ab'r
Wt 31 Block 6. SEATTLE HEIGH**S, DIVISION r", according to
the plot thereof recorded in Volume 9 of Plati, page 11. re -
care$ of Snchhamish County, Waghingrton,
EXCr?T the South 170 feet t,),oracf.
Situate in the County Of Snohomish. St at* of Washington.
TO: Preliminary estimated asseawnent for Se-er & Water by City of Ed-onds, L.I.D. �10.
206; .1lich asoes�nt "a Seller herein will pay when due.
7". � �w 4k;- -1 dk -d - . fn 71" p=d,_ V.�_ U
N, NL-'y Sn'EN A S7 N01I 00 - - - - - - - - - - - ig97,000.00
TWEKTY THOQSAND AND 00/10D - - - - - - - - - - - - - - - - (120,000.00
P-4 U. _-�- -U-1 b ib7 Id.-I-44 Ood u. " .1 -W P.6- P'6 h.1 1. P�w
rIGHT HUNDRED AND NO/100 - - - - - - - - - - - - - - - - - - - (S 800.00 - - - -
- - of Pdk - Or bd- *- loth . toy od August al.
"d EIGHT HUNMPZD AND ND/100 - - - - - - - - - - - - - - - - - (1 800.00
M Pb� Pao% as at bd- Lb. lot)% &Y .1 -A S4 -1-4. ..fb -a U. h- of -A
Pi- -4B b-- bom IWIY P-A Tbo P..t- tortle, j- w pay ha� - tb. A�,,"� %,k_ of " V..j_ P,;.
�u W 12-1/2 . P. " P. onoono I- U. 2 nd &Y .1 July .19 81,
Oka h-oa Aa 1. "Odd boo, A bd-11-of ;Or..Ow Lod 0., �' or -a Pr. -A Oppr6d Is d-d- .1 Pi_'_1
Al 1. In ma& b-mids Aj b. .& U Pioneer Fi-rat federal Savings A LoaLft XM5D.. Lynn'�J. W.,h.
Os _'h .1b. p1o. - DO -V. -4 &-a do "Lbw
In the e.ent any monthly paymnt is not paid on or before five 15) days from the due
date. Purchaser herein agrr"a to pay a late chLrge of $2S.00 for each such late pay-
-ent.
PuTchasgr bexvift agrees to cash the Seller out, in full, on or before the 2nd day
of July '1986.
At such tine as Purr -haver herein has �anged for financing of subject property,
Seller herein agrees to deli-er a dead to Purchaser on e..cutjon of . Not., sacu,.d
by a Deed of Trvato for the then unpaid principal balance due. payable under the 0.
tems as in this contract.
A. ld'�,od " 6 " C=Lr&d, �dff" of dMW 'h�
Th' P."t- -=.n -4 -4- h P-Y b-f.- &Sq.-7 La L.. -9 _u dw -Y b�-- -w ood r-
bh. bl- - I- " -2 m! -r�u; oad U by th, t- of tj�6 gos�a thd v_h_ b_ _"
-Lb 1--b-or. or b- d ;. �_.j of ., M_od 1. P4,a_ _b _Y -d F.J_m .1 -Y
LLb,;�.h..$.S�upyLhl-bj..dl-q.-q. � I _U
Th' h-
Lb, ..d 6-J- pbW w j "I..
Lo, �Ike, b-A,. Jung _y oX-, and to poy D L6.M. _d to ;�_'p .... :"Lk 1. u. n., ..d I.,
th, J�.. &b- .1 = od __.k ,._I
'Ut I'D b'P'd;" 'I 'M b- bo- nod' Lod W1 -bl- Lb- .D. -t k6 A.D 6 �-%d
.g W ..&Ljox .1 Y th.- .. &a � P-b-, .' .1� - Lb, ;a� b. Ww
I., oju"..� bop-- PLI. ..1- Lb. C- �hd - 6 _.iw bo,
-Thi., -4 -d - d. . p- .1 LL6 _._,L
(1) 71. pumh- Z) k--& of d-r. . - A-ML- .1 -r 1=-. -W -1 -1,
.1 'W LAPIO, � �a __ . -, P_ �_f I., pubt. _: � r-O h.. .. -.6 "_". - "kio; �.0
I.D- .1 ;&;_ 1. _ _y _ .1 .;d .j _.. 6 j_ to, P.,, _. Lh. P....
.1 P_w Lh� of U. d'
4a 6. Mw '. U., _jw ..d PP6.4 My -
kw Q.. Lu. to. N�h_ '..VV4y .2 Or . P of .I -.&.- b.01LO' I:=
-7 Mpm-OU egd by h ta�-g. LO o of d w dujrwn�oz 110M 4 pff- 06 So L�' " f w
14-; U1. F-M.' of tb, --bk p_r tb. LLO a i...'d .4
. b. 6--d
--hk Liao. .6m, Lh.1 uid Pr h�a b.
P�w. h..i. - P.. ppl-ti.. %b"'
(S) rb. .1k, k- d's-C. . Orton Is dn .1 6., dow of Ukq. . P..h-*. por�y .1 thk 6.. to
6-,d by U� P-l'..' to W 1.11 .11 of
L�jd M111- Plio, OrL;-t d~ J�y _. of &1� 1. _W .0 _j, . .1 u. d..
Lb" " tM #.Do-*: Of 6* ..4 L;
91 VL;- jV-Ag b. oit p.Ly $._; 41
-b- �Wd b7 u. t.- .1 LL6 -1.n tk p_j._ b Wd ti. cr.,r_ _a -
A. 1. b, -& -ijo; -9
I A�, Lbuo& Wn or o-bOn, ood. bjLb .1k, 6 p_j_�M _W j �U'
.1k, by th6 towun or- 1. py. _ .1 .1;,j 1. W p.,p_ of j ;..P.pb Lkb
M LW b, d--d &fu W t;,*
8107070974 w, Vf5p=1147
7'
7
--S u P-V W'%fs'
-10 0'..00
?I, B 1 2- 40-
Solt.
J3
ct
J Allr-..�
CB t 177"
T:7
T—A 2—+0-7
P,
10
STA. I Zj -7 -7
F
1 2 ci, +
-T VA AV E:. vV.
4'—ATC"
A
G�
V
CURB
th
AVE V1
S I'll 114
To
y % s T ?IJ LN c- P, I LJ
-
V. E- :3- -1 Ca
-URbs
TNO 1L L- K-L�
>
N
2-
I (N V. E L-. 0 4 S-0 U -T %-k
INV. F—L. Z7 W E.E,-r
STA, 12C
4 Z
_U FZ;:�, 5
.... . ......
Ul La -
tit
IK I
I u ua
w w ul
>
131 >
-d j
Oq!
77''
Ls
>
Nib
Of
2 -1,1. N /.� V.- t-
3-ool
VICIAI 7 v
11,5 7 cv r4 ,9
1
1
CITY
LWIT
0!
02
5
6
02
03
8
0 . 3
-7-
:�4
--
01
02-
LU 05
5-
- -
02
< 01
7
04
4
03
C)
01
C�j
02
03
01
- -
....................
02
.. 5,r L—
STREET FILE
3-032 �
HE tGH TS 01 3-015 1
/0 72 - I
02 C12
3-01-7
(12
r'07o _a_-0_3:a
:;,-o 777
2-7
Ln
.4
01
"J. NO. 4 (5669)
NOTE.-'-'
This is not a s urvey, it I 's a parcel ma p
used /Of location of property only
I (-DS IT
D&C., '76
4
3-C
4'
0)
3-013'
T,
3-00461 3-007
114 Soc Cc,
/7 ZI v /,'iC> Zo�
o/a/
70
8 17'
All
zo / a
Z 1-07Z 3
12- --9L. Z,6
c B
,7
o
-lul
TA/ T _s-
Ce
X7
0-',
�]LE
CITY OF EDMONDS
200 DAYTON ST. o EDMONDS, WASHINGTON 98020 - (206) 771-3202
OFFICE OF THE CITY ENGINEER
Mr. Kim Pierce
Imports Unlimited
21104 70th Avenue West
Edmonds, Washington 98020
Dear Mr. Pierce:
HARVE H. HARRISON
MAYOR
-CERTIFIED MAIL -
March 1982
SUBJECT: DRAINAGE PROBLEM AT '21104 76TH AVENUE WEST-,
An on -site inspection of your pr
items not in accordance with the app
you submitted. This letter is to in
(10) days to complete the installati
to provide the City with a schedule
is specifically concerned about the
catch basin and the extension of the
at the bank.
operty revealed several
roved storm drainage plan
form you that you have ten
on of your storm system or
for completion. The City
installation of another
tight line'to the inlet
If you have any questions regarding this requirement, please
contact Jerry Hauth, at 771-3202, extension 282.
Sincerely,
JA S E. ADAMS, P.E.
City Engineer
JH: j ky
cc: mith - Plan ni g
mi a—t—. J&er;r�/ t h dt.
R,,on —Ma ch Juth
11
r0
CITY OF EDMONDS
CIVIC CENTER - EDMONDS, WASHINGTON 98020 - (206) 775-2525
CITY ATTORNEY
April 15, 1982
Mr. Kim. Pierce
Imports Unlimited
21104 70th Avenue West
Edmond, Washington 98020
HARVE H. HARRISON
MAYOR
RECEIVED
APR 2 07198Z
Dir. Of Public Works
Re: Blockage of Natural Drainage
Across Property Located at
.21104 70th Avenue West
Dear Mr.:Pierce:
On March 20, 1982 the City of Edmonds notified you of a
certain drainage problem . existing on your property. You were
required to correct the problem within ten days. on April 2,
1982, Mr. Jerry Hauth of the Edmonds Public Works Department
learned from you that the problem had not been corrected and
that you had no intention of making'such corrections. This
matter has now been referred to my office for appropriate
legal action.
I have been informed that waters from properties located
uphill from your property naturally drain across your property
and are collected in a catch.basin located on property down-
hill from yours. It is my understanding that in connection
with ccrtain improvements to your property you deposited fill
dirt on a pipeline which carries this water drainage from your
uphill neighbors' property to the lower property and that, in
so doing,you have stopped the natural flow of this water. As
a result, water is now backing up in the basement,of your up-
hill neighbors.
Please be advised that you are currently in violation of.
the'Section 70 of the Uniform Building Code, as adopted by the
City of Edmonds, wherein it requires that wherever the natural
drainage is disturbed, as in your case by the improvements to
your property, drainage facilities shall be provided to insure
proper disposal of such waters. Any acts or omissions, which
Mr. 'K im Pierce
Page Two
April 15, 1982
constitute a violation of the Uniform Building Code are con-
sidered a misdemeanor.punishable by a $250 and/or 90 days in
jail. Furthermore,each continuing day of the violation may
also be considered a separate offense subject to these penalties.
Please understand that the City has no particular desire to
file charges against.you, however, I am sure you will agree
that the City must'insist upon compliance with its building
code to insure the safety of the surrounding community. In
addition, -the City cannot insist upon other,people complying
with its ordinances without.insisting upon your.compliance as
well.
In order to avoid these consequences,'I must require that
.you provide.a detailed plan of the steps you will take to,
correct this situation.and a schedule showing that this work
will be completed.as soon as possible. 'You 'should provide this
plan and schedule to Mr.,Jerry Hauth of the Public Works Depart-
ment of the City of Edmonds within 48 hours of the receipt of
this letter. By copy of this letter, I am directing Mr. Hauth
to advise me of your compliance or failure to comply with the
terms of this letter.
If you have any questions as to what work is necessary
to correct this situation I would advise that you contact Mr.
Hauth at 771-3202, ext. 282. The choice is up to you, however,
I would trust that this matter can be resolved without the
requirement of further legal action.
Very truly yours
TEY
OFFICEOF THE CITY ATTORN
Mark A . Eames
MAE/ka
CC: Jerry Hauth
YC
dp
Aw "If-V *.a,, f
.0,170 ;eo 61^1 /'C? Wr X
ff-a CP
ly
0
ce
09
tj
STREET FILE
HARVE H. HARRISON
CITY OF EDMONDS MAYOR
200 DAYTON ST. - EDMONDS, WASHINGTON 98020 - (206) 771-3202
OFFICE OF THE CITY ENGINEER
Mr. Kim Pierce
Imports Unlimited
21104 70th Avenue West
Edmonds, Washington 98020
Dear Mr. Pierce:
SUBJECT:
-CERTIFIED MAIL -
March 19, 1982
R EC EIV ED
MAR 19 198Z
.CLD6 OF Ro"N44
DRAINAGE PROBLEM AT 21104 70TH AVENUE WEST
An on -site inspection of your property revealed several
items not in accordance with the approved storm drainage plan
you submitted. This letter is to inform you that you have ten
(10) days to complete the installation of your storm system or
to provide the City with a schedule for completion. The City
is specifically concerned about the installation of another
catch basin and the extension of the tight line to the inlet
at the bank.
If you have any questions regarding this matter, please
contact Jerry Hauth, at 771-3202, extension 282.
JH: j ky
Sincerely,
* AA
AE E. ADAMS, P.E.
S
C Ci v
i y Engineer
cc: Dan Smith - Plannixig
N
67REET ME:
mo �t�oADB
Page 2__-;_ADri I - 29, 1981
buildinj permit. Also',.a-new easement shall -be required for the
relocation Of.citY utilities bisecting site.
ADB-25-81 CITY OF EDMONDS/DI K BESFLJN - Dayton End Park at west
end,-of-Diyton Stre�. ��-
The-Engineering Department has,no comments at this time. They have been
and shall be involved in 'the construction and inspection,of these
modifications to Dayton Street,.Should they be approved.
ADB-22-81' -ROBERT GORMAN 8024 196th Street S.W. (RM-2.4)'
The parking layout is.-satisfactorY..,,AtUevolopment plan showing
utilties/stom/sani'ta0y,,'Systtms"and'any required easements shall be
required prior to issUance of building permit. Underground wiring shall
be required. A as-built,drawing for all systems shall be required
prior to occupancy of units. All requirements of S-19-78 must be met
in conjunction with this development. Access is subject to approval by
the Fire Marshall.
ADB-24-81 HOWARD JUNSON
524 and-531',Maple Street. (RM-1-5)
Engineering'recommends a modification to the Parking layout from five
stalls accessing from the alley to four stalls, with two tandem stalls
accessing Off of Maple Street. The alley adjacent to the site must be
paved to match existing pavement to the west. A development plan for
alley, retaining walls and drainage -system shall be required prior to
issuance of building permits and as-builts for all utilities installed
on -site required prior to occupancy. Underground wiring will be required.
ADB-27-81 - JEAN BRANAA - 109 Main Street (BC)
The parking la out,is satisfactory.
y - Engineering shall requr4e'd that the
____V I parking lot be paved in conjunction with the development.
ADB-28-81 DAN GANFIELD - 21104 70tli,Avenue West (CG)
Applicant shall be required to sign a support of future L.I.,D.*form..
for future development of the streets, curb, gutter and sidewalk in the
,vicinity in -lieu Of Posting of a bond. Other requirements are that the
applicant must submit-aidevelopmentplan showing water/sewer/drainage
systems prior to i.ssuanc
'Y�Off permitplus as-'builts of these systems prior
to occupanc&
in J__Th4_r_ockery; ust be designed by a -licensed professional
12 -par
civil eng e 'Aing layout is 'satisfactory. Underground -wiring
f fill will be:brought into the site.
is required. so, a conditional usepermit is required if more than
500 cubic yar
;0s 0 0
DETACRAWFILE-FOR FOLLOW-UP
1 -0 C. is),
0
CITY OF EDMONDS
is 5-t kof,
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engihe6ring
November 29, 2000
CERTIFIED MAIL
Residents/0 &
21020 and �41 0 Avenue West
Edmonds,U98026 I
SUBJECT: Angle Parking Striping Within the Cily Right-of-Wa
Dear Residents,
GARY HAAKENSON
MAYOR
Angle parking striping has been placed in the right-of-way in front of both of the above
addresses. The situation is causing- an immediate traffic safety issue to the motoring
public and pedestrians. Per Edmonds Community Development Code (ECDC) section
9.20.100, this is a Hazardous Condition on Public Street Right -of -Way. Per ECDC
8.48.137, the City Traffic Engineer is the only one to designate street angle parking.
if the striping has been placed by you, please remove it within five (5) days of receipt of
this notification, or the Public Works Department will be contacted to remove such
striping.
If you have any questions, please contact me at 425.771.0220.
Sincerely,
MARYANNE ZUKOWSKI
Traffic Engineer ,
MAZ/cmc
c: Chuck Hiatt, Street Division
DAMy Dmuments\Engsec\TPAFFIC\70thAveAnglibSM�b rpo rated August 11, 1890
'qic+or f-ifii - t4otrin:4n JAnAn
STREETTILE
CITY OF EDMUNDS HARVE H. kARRISON
MAYOR
200 DAYTON ST. EDMONDS. WASHINGTON 98020 - (206) 771-3202
OFFICE OF THE CITY ENGINEER -CERTIFIED MAIL -
March 19, 1982
Mr. Kim Pierce
Imports Unlimited
21104 70th Avenue West
Edmonds, Washington 98020
Dear Mr. Pierce:
SUBJECT: DRAINAGE PROBLEM AT 21104 70TH AVENUE WEST
An on -site inspection of your property revealed several
items not in accordance with the approved storm drainage plan
you submitted. This letter is to inform you that you have ten
(10) days to complete the installation of your storm system or
to provide the City with a schedule for completion. The City
is specifically concerned about the installation of another
catch basin and the extension of the tight line to the inlet
at the bank.
If you have any questions regarding this matter, please
contact Jerry Hauth, at 771-3202, extension 282.
Sincerely,
* 'v
M E. ADAMS, P.E.
CEngineer
JH: j ky
CITY OF.EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
" I DEVELOPMENT SERVICES DEPARTMENT
14 �18 Planning - Building - Engineering
June 27, 2002
Kim Pierce
18205 Highway 99
Lvnnwood. WA 98037
Avenue West —
GARY HAAKENSON
MAYOR
The City of Edmonds has been made aware of an unsafe parking practice that isoccurring along
the east side of 70'h Avenue West. Residences along the east'side of 70'b Avenue West are
concerned about pedestrian safety issues created by commercial parking overflowing ontothe
street. It is unsafe for residents to enter into traffic when vehicles, are parked next to their .
driveways, blocking lines of sight. These residents also find it very difficult to find parking in
front of their homes.
These residents have requested that the City install no parking signs along the eastern half of 70'h
Avenue West. They realiz ' e they live in a commercial zone of the City and respect your right to
own and operate a business. They are not concerned with intermittent customer parking;
however, they take exception to vehicles parking in front of their homes over extended periods of
time throughout the day.
The City desires that the local business community self -regulate this parking situation. In order
to reduce the hazard and enhance public safety, the City of Edmonds requests that you direct
your staff not to park on the east side of the street.
I appreciate your time in addressing this issue with your staff. Please feel free to call me with any
questions or concerns you may have at 425-771-0220, Ext. 1328.
Sincerely,
Alt'VVWA44t�
DARRELL C. SMITH, P.E.
Traffic Engineer
DCS/cmc
Enclosure
c: David K. Gebert, City Engineer
Jim Kammerer, Street Division Manager
CADocunmfts and Scanwkwis\My DDcunci=\EwecNTRA]IhdwovpwatediActgtta& 11, 1890
Sister City - Hekinan, Japan
�1 .11 C. 1891,
June 27, 2002
0
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
Current Occupant
21104 70th Avenue West
Edmonds, WA 98026
RE: Parkine Restriction on 70th Avenue West
GARY HAAKENSON
MAYOR
The City of Edmonds has been made aware of an unsafe parking practice that is occurring along
the east side of 70 th Avenue West. Residences along the east side of 70 th Avenue West are
concerned about pedestrian safety issues created by commercial parking overflowing onto the
street. It is unsafe for residents to enter into traffic when vehicles are parked next to their
driveways, blocking lines of sight. These residents also find it very difficult to find parking in
front of their homes.
These residents have requested that the City install no parking signs along the eastern half of 70th
Avenue West. They realize they live in a commercial zone of the City and respect your right to
own and operate a business. They are not concerned with intermittent customer parking;
however, they take exception to vehicles parking in front of their homes over extended periods of
time throughout the day.
The City desires that the local business community self -regulate this parking situation. In order
to reduce the hazard and enhance public safety, the City of Edmonds requests that you direct
your staff not to park on the east side of the street.
I appreciate your time in addressing this issue with your staff. Please feel free to call me with any
questions or concerns you may have at 425-771-0220, Ext. 1328.
Sincerely,
DARRELL C. SMITH, P.E.
Traffic Engineer
DCS/cmc
Enclosure
c: David K. Gebert, City Engineer
Jim Kammerer, Street Division Manager
CADocunwnts and SatingskWiAMy Docun,,.\Fw.\TmAdnfiavparaked,Augwt4l, 1890
Sister Citv - Hekina n, Jar)an
s -mazj FILE
m,
MEMO TO: John B. Mitchell, Supt.
Water/Sewer Division
FROM: James E. Adams, P.E.
City Engineer
SUBJECT: SEWER CONNECTION CHARGES
DATE: Sep% er 23., 1980
21104 70th Avenue W. (undeveloped lot) Zoned "CG"
(Street Address-T-
Mrs. Georgia -Holt - 7450 241st St. S.W. 98020
.(Legal Owner)
Single Family Residence _
PRD Multiple X
LEGAL DESCRIPTION:
Subdivision Plat
Commercial
The north 19-10' of the south 363.0' of.lot 3, block 6, Seattle Heights
Division No. 4; located north of 212th St. S.W. and west of 70th Ave.
W., ( see attached Exhibit A)
w
Seattle Heights P.U.D. Latecomer/Agreement (7.50 Z.FF) E.S.R. 269
Z.F.F. Calculation:
(183.022 ) Z.F.F. x�L(7.5�)O
$
1,372.66
Connection Fee
) Lateral x(
$
Lateral Charge
$
Equivalent Count
(when applicable)
) Units(s)x(*$25.00)*=
$
25.00
Trunk.Charge
$
10.00
Permit
$
1,407'.66
TOTAL
jak
cc: Owner
*No lateral'exte'nded across 70th Ave. W. to property line
970 2-0
-774 /--76
4E
q 3 1 X
3 0 X,
0 - 0 I -Too A
-2501,
'Y
193 ,
24c, P/0
1 913' Y,
C) - o C) 4=,
/ 0 YO
19 3 /x
O-oo-3-3-3-3 >�
FP,
,4S.2490-7
3 ��. S� G 14-
9 3214-00-5
X\ 7.
02-1 � ( X
-7, SIO
�o 51, 377 S
-3 6 (, 0 (oo -5 3
7,50 2- 991. 4 -7 10 -9
(09. 9-ESSC) 4
7. ��o
40
40
CITY OF EDMONDS HARVE H. HARRISON
MAYOR
CIVIC CENTER - EDMONDS. WASHINGTON 98020 (206) 775-2525
/ � / 2- (2-7 1�
tA IC) 4-
104--s
04
40 40
CITY of EDMONDS
Civic Center - Edmonds, Washington 98020 - Telephone (206) 775-2525
Office of the City Engineer
07
7jO-
L-4a�
02
7n,
Dir. Of PUblir.'
CITY OF! EDMONDS HARVE H. HARRISON
I MAYOR
200DAYTON ST- EDMONDS, WASHINGTON 98020-(206) 775-2�25
DEPARTMENT OF PUBLIC WORKS
September 23, 1980
Mrs. Georgia Holt Iri
7450 241st Street S.W.
Edmonds, Washington 9'8020
SUBJECT: Sewer Assessment - Vacant Lot at
. 21104 70th Ave. W.,' Edmonds
Dear Mrs. Holt -
Reference is made to your note requesting information
on your sewer assessment for your vacant lot on 70th Ave. W.
Your lot was not included in the recently approved
L.I.D. for sewers, but was included for the water line
improvement.
.The following charges are applicable to connect to
the existing sewer.
Connection Fee (Assessment) $1,372.66
Trunk Charge (Depends on number
of fixtures) Approx. 25.00
Permit (Subject to change). 10.00
As 1, stated before, your I ot was included in the
water improvement portion of the L.I.D. The estimated
amoun't of your assessment for water is $4,219.00.
If you have any further questions, please call me
at 775-2525.
S i ncere I y ,
JAMES E. ADAMS, P.E.
City Engineer
J EA: dl d
S LICENSE APPLICATION
71�_
%,[y 0
CITY of EDMONDS BU
Civic Center - Edmonds, Washington
City Clerk Phone 775-2525
�STRUCTIONS:
All items must be completed
or application will not be ac-
cepted.
Sign and return application
with fee. Renewals received
after February 15 must ply
penalty in addition to fee.
NEW BUSI1\IESSES AFTER
JULY 31, 1/2 FEE.
NAME OF FIRM
MAILING ADDRESS
. % (A -7 Q_`
BUSINESS ADDRESS
OWNERS NAME
LAS YEAR I LIC. EFFEC� DATE
RECEIPT NO. DATE PAID
FEE PAID PENALTY N
M rfw
ui:
PRINT 'X'
IN SPEC . BOX
FOR ISSUE OF
CORRECTED
LICENSE WITH
'LC* ACTION.
DA:& LICENSE NO.
1W
TYPE OF BUSINESS ANNUALIFEE AFTER FEB. 15
El (A) HOME OCCUPATION $15.00 $ 22.50
BUSINESSWITH
1 TO 3 EMPLOYEES
E] (c) BUSINESSWITH
4 TO 9 EMPLOYEES
El (D) BUSINESSWITH-10
OR MORE EMPLOYEES
$20.00
$ 30.00
$22.00
$ 33.00
$75.00
$112.50
D NEW APPLICATION (LA)
0 RENEWAL (LB)
0 CHANGE (LC)
(PLEASE MAKE ANY NECESSARY CHANGES) 0 DELETE (LD)
BUSINESS PHONE NO. OF EMPLOYEES
5-( NATURE OF BUSINESS
u —1 4
t�, cl -- 7,� -7tl, x�Zc/_e
HOMEPHONE DATE OF BIRTH
__2 lo V
EMERGENCY NOTIFICATION (1) NAME & TELEPHONE
(PLEASE LIST TWO) (2) NAME & TELEPHONE
INDIVIDUAL
_(S)
HOME ADDRESS
0 iE,-,i _cc
PLACE OF 131.�TH
PARTNERSHIP CORPORATION
= (P), = (C)
M
qs
SOCIAL SECURITY NUMBER
WASHINGTON STATE TAX NO(_7LQQ_F5'i 6 APPLICANT'S SIGNATURE -'s
DO NOT WRITE BELOW THIS LINE
STAFF REVIEW: FILL IN LAND USE CODE, LIFIR NUMBERS, ZONING, ETC, CHECK APPROVAL OR DISAPPROVAL, DATE, AND
SIGN. IF DISAPPROVAL, PLEASE COMPLETE "COMMENT" SECTION. ROUTE TO NEXT DEPARTMENT ON LIST.
PLANNING DEPARTMENT DATE
X APPROVE 0 DISAPPROVE
SIGNATURE
COMMENTS
BUILDING DEPARTMENT
APPROVE 0 DISAPPROVE DATE
SIGNATURE
COMMENTS:
F
81
CAPACITY: (NO. UNITS, APTS. OFFICES, SEATS, BEDS, STUDENTS)
FIRE DEPARTMENT ; DATE
0 APPROVE 0 DISAPPROVE SIGNATURE
COMMENTS:
POL�PE DEPARTMENT D AT E 11Z1_4W SIGNATURE
14-<PPROVE El DISAPPROVE
COMMENTS:
PUBLIC WORKS DEPARTMENT
El APPROVE 0 DISAPPR6VE DATE SIGNATURE
LAND USE CODE ZONING CODE
I I I I 1 :1
CONDITIONAL USE PERMIT
LEI �
Building
El
Hotel/Motel
(L)
Permit
0
Apt. Bldg.
(A)
0
Office Bldg.
(0)
Occupancy
El
Restaurant
(R)
Group
0
Hosp/Nurs Home
(H)
E]�
13
School
(S)
I
Ll N MIRM
COMMENTS:
PLEASE RETURN TO CITY CLERK
C1 Y
)R.4
38
M�
law.
01
MIT§
02
D2
D3
0/
I I V
4
8 w
3-001
S7 REET. RLE
ce/ Z4� - 81
-Y
tIlCI& 7
Z d qf- 7 r4 Am W.
031 M
02
HE,GH7S
0/
01
02
'17__
:�4
03
a
/0
-7r-
01
02
02
Lj 05
N7
04
02
o/
Ole-
tot
z 8
Cli
to,
5
.4
5 0.4;
02
03
- —
1 01
--7-
02
03
/0 03
04, 01 1 -U 0.�
8 1 7
02 ��Dl >
<
5 F_
71sk- C)
C, I./ 1 10
3-01-7
.41
3-027
r
rn
3-029 /0
3-021 o
Z
0j
3-OiB
CLD3'LV
LI AWM T C 4:0
3-r'(
5
4
3-011
3-0?4'
X :7
3-013
3-019
3-020
1 3-007
CBS
No. 4 (5669) NW4 4
29 1,14 Sec. CO3
NOTE; 7-4
Doc., '76
This is not a survey. it is S Parcel map
used for locetion of property orly
LU
SIR
0/,/ -f- -,Cov e
Ai A v
Ao
)w lenk,
pro;
7-1 3
T3
Cb
'OLYhO',Pl& &AIV,C
COMA.
7.0,V c..-J
7
"ferl p
;po;
a, 2- o
c
Cog Z, L
4