23901 EDMONDS WAY.PDF11111111111111
11036
23901 EDMONDS
&WWWAA
TAX ACCOUNT/PARCEL NUMBERID�Q�
BUILDING PERMIT (NEW STRUCTURE): 19#1
COVENANTS (RECORDED)
CRITICAL AREAS:
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DA
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
OTHER:
DETERMINATION: [] Conditional Waiver [] Study Required F] Waiver
LID
LOT: BLOCK: 15
LATEMP\DSrs\Fonns\Street File Checklist.doc
Rainier Asphalt & Concrete Contractor's Bid Proposal
Page 2 of 3
KAINIER
Bid Date 2/22/2013
Contact Steve Hinch
Phone (206) 715-1645
Fax
Cell
Site Address
23901 Edmonds Way
Edmonds, WA 98026
Greater Puget Sound (800) 592-0311
Fax (425) 484-6140
www.rainierasphalt corn
P.O. Box 1549
North Bend, WA 98045
Billing Address
Steve Hinsch
23901 Edmomds Way
Edmonds, WA 98026
Job # 8670
This estimate was prepared by Ron West He can be reached directly at (360) 239-3252 or
west@rainierasphalt. com. Please contact him if you would like to proceed with the work or if you
have any questions.
If you decide to proceed with this proposal, your production project manager will be Ron West. He
can be reached directly at (360) 239-3252 or west@rainierasphaft.com.
For all other questions, including insurance information and requests, please contact our ma I in
office at (800) 592-0311.
Contractor's Bid Proposal -- Estimate
Asphalt Repair
300 Sq. Ft. Remove and Replace Asphalt sidewalk to meet ADA SPECS @ 1 "-12: Ratio
Additional Asphalt footage over 300 It if needed to be billed at $4.75 per sq/ft
$1,425.00
Concrete
60 Feet Remove and Replace 60 I.n/ft 18" Curb and Gutter
All permits to be taken care of by owner
$2,400.00
Subtotal $3,825.00
Estimated Sales tax @ 0.095 $363.38
Total amount $4,188.38
In
IA
Page 2 of 3
Tues(k�j-, rebruaij, 20', 2013
VARIES - SEE CONTRACT PLANS
BROOMED SEE NOTE 1 P_ VARIES - SEE CONTRACT PLANS
FINISH (TYP.) ._,dROOh
3/8' EXPANSION JOINT (TYP.) - FINISH
CEMENT CONC. PEDESTRIAN CURB (TYP.) SEE STANDARD PLAN F40.10 E NOTE 1
EN SPECIFIED IN CONTRACT)
STANDARD PLAN F-10.12
CEMENT CONC. SIDEWALK
CEMENT CONCRETE
SMEWALK '0*
T (TYP.) V,
Y R.
OYP) doi \\\"'\3 '1\
0 N F-3NO
MATCH SIDEWALK WIDTH
SEE CONTRACT PLANS -
4. - X MIN.
A
I— _;�
PaN I�E�
(�> CEMENT CONCRETE
CURB & GUTTER
TYPE 11�
(SEE NOTE 3)
15'MAX. SEE NOTE
VARIES - SEE
GRADE
BREAK
I
ONTRACT PLANS
NOT
GRADE BREAK
;� 8.3% MAX.
STEEPER THAN
� ROAD E
8.3% MAX -
PEDESTRIAN RAMP
PEDESTRIAN RAMP
CEMENT CONCRETE GRADE
SIDEWALK CrYP.) BREAK
SECTION
3/8' EXPANSION JOINT (TYP.)
- SEE STANDARD PLAN F-30.10
CEMENT CONCRETE CURB _/
& GUTTER (SEE NOTE 3) 6.01 2- � I -
NOTES (TYP.) cryp.)
1. When the driveway Width exceeds 15 feet construct a full depth . EW
expansion jointwith 3/8"jointfiller along the driveway centerline. 2
DRIVEWAY
ENTRANCE
SIDEWALK
(TYP-)
DRIVEWAY ENTRANCE
SIDE SLOPE (TYP.)
ee n a an . . on expans on Jo n 1/2"MAX. UP BETWEEN
parallel with the centerline as required at 15 feet maximum SEE CONTRACT PLANS SEE CONTRACT PLANS ROADWAY GUTTER & CURB.
spacing when driveway widths exceed 30 feet 0" MIN.
2. See Standard Plan F-30.10 for sidewalk details. 1/2" R. (TYPJ a.
3. Curb and gutter shown; see the Contract Plans for the
curb design specified. See Standard Plan F-10.12
for Curb Details.
4. Avoid placing drainage structures, junction boxes
or other obstructions in front of driveway entrances.
1/2' MAX. LIP BETWEEN
ROADWAY GUTTER & CURB,
SEE CONTRACT
SEE CONTRACT
20�R SEE CONTRACT PLANS 5.
1/2"R.
LA
PLANS
PLANS
(TYP-)
SEE CO RA
SEE CONTRACT
:�
DEPRESSED CURB
GUTTEI 6.
GUTTER
_N
PLANS
2.0% MAX.
MAX
S
(SEE NOTE 3)
RAM
DRIVEWAY RAMP
V_D,RIVE'WAY
Ex
3/8' EXPANSION JOINT CIrYP.)
7.
(SEE NOTE 7)
- SEE STANDARD PLAN F-30.10
SECTION
S
"CEMENT CONCRETE DRIVEWAY
ENTRANCE TYPE 1" PAY LIMITS
DRIVEWAY
(SEE NOTE 7)
CL. 4000 CONCRETE
PER STANDARD SPEC. 8-06.3
—ISOMETRIC VIEW
TYPE I PAY LIMITS
Tfu
ONO fAm or,
MW Ana
My 9T"010905
2.011%1 MAX.
DR.
(Ty')
DRIVEWAY 7
(SEE NOTE 7) SIDEW DRIVEWAY RAMP
3V EXPANSION JOINT (TYP.) - SECTION
SEE STANDARD PLAN Fw30.10 0
Where "GRADE BREAK' is called out, the entire length of the
line between the two adjacent surface planes shall be flush.
The curb ramp maximum running slope shall not require the
ramp length to exceed 15 feet to avoid chasing the slope
indefinitely when connecting to steep grades. When
applying the 15 foot max. length, the running slope
of the curb ramp shall be as flat as feasable.
Pay item does not include driveway.
See Contract Plans.
"CEMENT CONCRETE DRIVEWAY
ENTRANCE TYPE 2' PAY LIMITS
DRIVEWAY
(SEE NOTE 7)
CL. 40DO CONCRETE
PER STANDARD SPEC. 8-06.3
LEGEND
— SLOPE IN EITHER DIRECTIO
— ISOMETRIC VIEW
TYPE 2 - PAY LIMITS
N
a
13V WAS11,
,fill
32350
is V,
V1
CEMENT CONCRETE
DRIVEWAY ENTRANCE
TYPES 1, 2, 3 & 4
STANDARD PLAN F-80.10-02
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
Pasco Bakotich ffl 03-15-12
.9ft
VTr W.W1.gt_ Skft D.P�t r TPwi..
23901 EDMONDS WAY
EDMONDS, WASHINGTON
Sign location
Existin (2 "Entrance Only"; 1 "Exit Only)
Propped: 6 total stns
Exit Only" (2' x 2')
"Entrance Only'(2'x2') 4r,CEPAR
-Entrance OnW (2- x 2') fewe </
"—monument Sign (3'H x 5'W)
S—Oval Wall Sign (2'H x 6'W)
6—Small entry wall sign (12"H x 18"W)
RESUB
JUN 2 7 2014
pp
LAWN AREA
4r, T&L Hw. W wipe.
BUILDING DEPAR-17MENT
CM OF EDMQNDS
09l,AlT
', k ?_ 6�- V\/
Zone RM-1. Comer
Setbacks Required
Front V/
Sides
Rear
Other
Height
I . 29' 28-
40T ENTER
EAC41
PER
ASII&T
ws (ryp.)
AS9VLT
AS�A�NILT
LAWN ARP -A
!Ma
Ort CAMP- ON ROM
eotl POWER
Ir Afft!ALT
F oft Ai"
------- --------- % L�z
WkK AVA KAKAV
4.'
PILP VERTIFY WATER
LIE
'�e 7-
' 40L *AMDVW PER M,
OL *CVW
04 LAW56APF
' I �f4 F
A&k��T %CIVATM WT:R
Uj5Tli3O MsZKY iN
ROW TO RMANN -
easrhe APA RANP
AT "" CJJT6 ")
("f V - E2MONPS WAY
('I eVAT61 TYP.
Flag 1�10V!� N7NG
4A�
Actual I �6e) ?—,o
(o C
A/1vLh/'i' a Ceti t (a 5j bq C4— cmiECEIVED
ENGINEERING DIVI PEET FILE JUN 10 2014
ST
AP VE AS N01TE fjEVELwwivjENT SERVICES CTR.
Date: ['21 CITY OF EDMONDS
PLANNING DATA
New Commercial I Multi -Family Projects
Name.- C �A
Date:
SiteAddress: wav
Plan Check BLD - 0 7
Project Description-.C�Cwco�— Us,-
7
�F-X-
__
Use(s) Proposed:
Allowed Use: NO)
CUP File Number: 0 12- 0
To Allow What Uses:
Legal Nonconforming Land Use Determination Issued: (YES 1 0
Reduced Site Plan Provided: (�q/ NO)
Zoning:
Map Page:
Comp Plan Designation:
(Orr (do
Comer Lot: (YES /P
Flag Lot (YES I
ADB File. Number (date waived): lv;4—
Lot Area: /V
Plans Match ADB Approved: (YE94+kOOr—
Shoreline Required: (YES I
Critical Areas Determination #: cM--zo (_3 oo
El Study Required
W_ Waiver
SEPA Determination:
X___Exempt
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)-
d. Abacks
Str t
0
Side:
_57
tual
Ac $ethaeks
Street-
-3
Side: 0
t) CV
S de:
1
r.
Lot Coverage/FAR Required:
Lot Coverage/FAR Calculations:
Datum Point:
Q/dQum EIeA_
Maximum Height:
AcTu-'al Height:
Subdivision:
Lot Aggregation Required. -
Landscaping Matches ADB Approved:
Landscaping Bid Provided: I NO)
Bond Amount (100% Bid)-�171 600
Plan Review By.-
PLANNING DATA
New Commercial I Multi -Family Projects
- Fzid
C�6mfhiprqiol. . �"ing Anal
y;;is.
Business Name
Type/Use
Parking
Ratio
Tenant
Area
Required
Parking
Z" a4A/ C)
qOID
/,79 �e(o
6
Total Parking Required:
Total Parking Provided
Multi Faijo�*gfA
# Bedrooms per Dwelling Unit
Parking Ratio
# Units
__--Reqatred
Parking
Studio
1_21D.U_
I Bedroom
2 Bedrooms
1-8/0. U_
3 + Bedroo
2.01O.U.
Total Parking Required.
Total Parking Provided
C,(IA r W,
I to <Je
Plan Re . view 'z 61t3
DATE:
PROJECT:
Labor:
Materials
Compost
Plants
Subtotal Materials'.
GRAND TOTAL
STEVE HINSCH
8609 —236 1h Street S.W.
Edmonds, WA 98026-8920
(425) 775-8810
January 5, 2013
23901 Edmonds Way, Edmonds WA
LANDSCAPING ESTIMATE
B
$300.00
$500.00
$1,600.00
Proposal is based on information currently available — any deviations/changes to
be discussed and negotiated prior to starting job.
OWNER TO SUPPLY ALL MATERIALS.
RIESUB
JAN 10 2013
BUILDING DEPAg4UENT
Ciff OF tOWNDS
DATE:
PROJECT:
Labor:
Materials
Compost
Plants
Subtotal Materials:
GRAND TOTAL
STEVE HINSCH
8609 — 236" Street S.W.
Edmonds, WA 98026-8920
(425) 775-8810
January 5, 2013
23901 Edmonds Way, Edmonds WA
LANDSCAPING ESTIMATE
;1
$300.00
$500.00
Proposal is based on information currently available — any deviations/changes to
be discussed and negotiated prior to starting job.
OWNER TO SUPPLY ALL MATERIALS.
RESUB
JAN 10 2013
BUILDIN DE I NT
E&%7 S
My OF t 'rDE
f
City of Edmonds
T,
Traffic Impact Analysis Worksheet
Name of Proposed Project:
Owner pplicant
O�E��
104r_�Otr/ t-, 6:9avd
Name
&eF 114 ee ��nee
Street/Mailing Address
exM0,0d.6 WA qkd?-o
City State zip
Telephone:. 6 7 -3 L?
Traffic Engineer who prepared the Traffic Impact
Applicant Contact Person:
Name
Street/Mailing Address
city State
Telephone: a-04
Anal sis (if applicable):
.y
Firra Name Contact Name
Telephone:
THRESHOLD LEVELS OF ANALYSIS
E-mail:
,X4Mect Traffic Levels
Sections to Complete
��_ess than 25 peak -hour trips generated
1 and 7 only (Worksheet/Cheeklist)
H. More than 25 peak -hour trips generated
Allsections
1. PROJECT DESCRIPTION
a. Location -Street address: �3g?o/ &-ama'"dk Wa
b. Specify existing land use
�!((Attach a vicinity map and site plan.)
otw5c bldl aire_
c. Spe . Cify 0 d type and size of development: e r C z
pr pose -fti�ee /
7gy4rof5; KI-WA (#of residential units and,*orsquarefootage.of building)
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page I of5
d. Date construction will begin and be completed: Zl�, 57�-&175
V-3 00 0( COV-1-
e. Define proposed access lo� -cations: �i Pleel'
zf X 3�6 V_ &1_AL4e?k'zS 4�4c'_' -ell
f. Def A 1qre- e14 AeZ� c'
ine proposed sight distance,at site egres locations: 5 e
4 P0 t
Map 541&VWt"'6 e507 -5
e 67 e
2. TRIP GENERATION
Source shall be the Eighth Edition of the Institute of 'transportation Engineers (ITE) Trip, Generation
manual. For independent fee calculations, the current edition of the ITE manual may be used.
ADT = Average Daily Traffic
PM Peak -hour trips (AM, noon or school peak may also apply as directed by the City Engineer)
a. Existing Site Trip Generation Table:
Land Use Daily (ADT)
PM Peak-Ho'ur Trips
IN
OUT
b. Proposed Project Trip Generation Table:
r
PM Peak -Hour Trips
Land Use Daily (ADT) IN F__0UT
c. Net New Project Trip Generation Table:
Land Use
PM Peak -Hour Trips
Daily (ADT) IN OUT
d. State assumptions andm'ethodology for internal, link -diverted or passby trips:
Revised on 6124110 E82 -Traffic Impact Analysis Worksheet Page 2 qf5 -
all
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
inECDC 18.82.130.
CHANGE IN USE
Fee for prior use shall be based on fee established at the time the . prior use was permitted. If the
previous use was permitted prior to the adoption of Ordinance,3516 (effective date: 09/12/04),
the 2004 ECDC 18.82.120 impact fee shall be used.
ITE Land Use Category
Per Unit
Fee Rate
New Use
7/,g - Ie,,
$ 2.07
PriorUse
$
Units in
square feet,
# of dwelling,
vfP, etc.
X
X 4
New Use Fee: $ 3A [Prior Use Fee: $
0 NEW DEVELOPMENT
Units in
ITE Land Use Category Per Unit square. feet,
Fee Rate # of dwelling,
vfp, etc.
New Use $ X
OTHER
ON: $200.00 (+
I TOTAL TR"FIC IMPACT FEE I S
Date
Fee
'No impact fees will be due, nor will a credit be given, for an impaci fee calculation resulting in a net negative.
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet' Page 5 of 5
FPMONPIS WAY
eN
k,
H/ k'? �scll�_ -
r i ot k\ C'A cck
AR EA CALC. OF ADDED
IMPERVIOUS SURFACE
23901 EDMONDS WAY
EDMONDS, WASHINGTON
1) -7 -S F
LL,
OD
zZ
48" CEDAR
FENCE
4;
C4
8
OMO
-
TWO OT E ER"
SIGN AT E CH
DRI A PER OCAL
A ST TE
J SDI TION (TYP. I
LAWN AREA
z- — - — - — -
42" TALL HEAD, 36;",,WID
STRAIGHT TAIL is 4 X 12T AXITv
ASPHALT
LOCAL JURISDICTIONS (TYP.
1 92
X
SEWER rOH. POWER,r
LINE I
5 LINE—
AP'_,9(.,,VEL) AS NOTED
�V ENGINEER
bl'G
Date:
* tweyvitu smr&e am
/i
LAWN AREA I
13' 91'
4
-O.H.- CABLE -ON ROOF 130'
I I ui
11
1-78 11 �l 0 0.s e—
t,380 ci�sr4a_it
fl-4e_w4z
tk)ukD-'- - wM kt&,
2
1-77
-::7 dboy
Y14 1,61V7
S A T I i9tuy
V�_�
H. H
LI #2
L DSiAPE
PLAN7
Z lc?0 F ADA RA P
5'-2'CONCRET.E lZ32 ki6x 3 Arwtwam\
1 -7 8 141_+k� fl��
FIELD VERTIFY (3-7t 410 sc-)
------------------ ----- ',-LINE
1386.8 S.F. IVEWASP[JAL7, ASPHALT \�8 -7
A-02
7
PHA 9
os
IL AMENDED IPER HANDOUT E72C
#4 LANDSCAPE cl vi &xf CA
IS-S Isr \#4 LANDSCAPE s
I I '15
ASPHALT :11111,1�1 1 4 1 2 11 A_'�HHALT T]WATER METER
EXIST11 P 6 6 15 _SF
ENTER - 4- FAll ENTE AT CU CUTS (TYP.)
EDMONDS WAY ELASTOMERIC WHITE RESUB
(2 COATS), TYP. FEB 112013
SUmaNG DEPAROAENT
CM Ole EDVIONDS
ZoneZZL--LL Corner__Flag__
q1red Actual
&eLbA�Ls
aum � *WfAi-g lofm~ fLm�
PAGE A-01 OF 2
23901 EDMONDS WAY
EDMONDS, WASHINGTON
PARKING S PAC ES n
PARKING SPACES PROPOtTFP
BARRIER FREE PARKING SPACES
FENCE
mo"tgkvl;� 4
4
vw-WaL,
,V-,40 ve,151 wTf w IMM
M� ENTER" L;Ftx'�l
TE'�� L
EAC,H
PRI PEP, 1-06AL
-,tA STATE
15/7
16P16TIONS (T"(P.)
JL 1
i
LAWN AREA IMP
E)OT
42-" TALL HEAP, 3( " WIPE- ONLY
6-FRAIOHT TAIL 16 4'7-" X I'V'
-r:) Ar.=i, A��I-SAL 1)) L,/_JASPHALT
UMEWCONTRACTOR IS RESPONSIBLE
1:019 EROSION CONTROL AND DAMAr,1: A
Front &V
�to �Jo AOC e--
"Nothing in this 11
-ritapp shall be
the
Rear interpreted as w_Iovoj
maintenan%xf Pig illegal,
Other ------- ing 0 J� -.4ing, structure LAWN AREA
nonponfoX
------ or site o6ndition '01, �11 it'-; the scope of the
MIA application, "n-g-F-rdIc'. -�si of whether such
,4 ,
Cilding,structurer-cor- 11-pnisshownonthe
152-'/!iteflan or drawing,. Such building, structure or
NNING cor. i
i ition may be the subject of a separate
apforce-raerrit action
0.11- CAf,�LE ON ROOF
10 -7 S'
leo-H- POWER;
LINE >
LINE L Ed
ANN*-
WW-
.� ,= j?�
8
- - - - - - - - - - - - - - - - - - - - -
4!
AND INSPECTION RVQU
GIG t. VDIWALK MAY!
INSPECTIONS REDURED
80 AV KAW 8,v
3/
WALK JZ12- MAX
4 / � =1 I--
ff IELP VERTIfY
-- --- - - - - - - - - - - - - - - - - - - - - %
ASPHALT
T
ASPHALT
'5,011- AMENMI? PER HANPOJT- E72-C,
ONLY gm #4 LANP56APE
- yzt - — - — --- — - — -
ASPHALT
A43PHALT
ENTER ENTER),%
—ONLY,.
Z-N AN.
JJ' O'NLY
IRED APPRUVED AS NOTED
3Y ENGINE PRING
Date* t�l �5�
3'-91- V14*w" Nmkciws
(&tv, (4zw-4v.Aw�
SffotL U, f tft STV"tCV15D
13afgg- VJSW-V STAiVMD
fu*
nr' AvQC1tv!q>
WrNcrof- iA*LL Ooftr4
ow covy.-O-TiAtroj Run 4
IL01116W AUb 4WU4L
ew "Vo vJ61*.qrflv--r.
ASPHALT
011. PHONE!
� LINE
WATER
LINE
7A
V�
4\\ N I t^&
't/vc'. 1. V
A r, P,
16 . T
\#4 av�ne�
e- a
A
V over tita
ETER
L0(,AL d-FISP16TION6 (TYP.)
WAJ.
ELA5TOMER16, WHITE
(2- C-OAT!5), I T'YP.
v I CA-
v 4-ul
L-c4 n cL,5ccLp i rij pPioo a--(qcj C,11 f(L
23901 EDMONDS WAY C-f-' '' W- I
=-DMONDS, WASHINGTON Oc-*6"I
e-\4A ek tx -,�- I 's C', n 6fj 6 ci V7
�50ALE- 1) j-- I L,21 yy) 5'-0#
w I Th
to
A�&,RUV-L,b SY PL
ANNING-
46' CEPAR
fEN6E �,,/
4
TT 0 NOT ENTER"
I C- AT EA( 11
AY PEP, LOCAL
61-ATE
ISPICTION6 (TYP)
o
I
AT'
WAY
6T ATT
ISPIC _
ZLAVVIN A _T . 16
WIPE. EXIT
ONLY
STRAIeff TAIL 16 42." X IV'
0
.41" TALL I;�, .31,
�ta. I - IVASPHALT
L06AL dJR16PICTIONS (TYP.)
15 `- 0 "
. 5,,
29' 2e
A,,-PHAI T
LAWN AREA
3'- 9
m
O.H. ( A" ON ROOF
SEWER /0-H. POWER,
LINE LINE-1 F_,\
F--",\ - F
n ASPHALT
04J . .... . <
6 14) /1 -f-f2- O-H- PHONE
to 0 T(l --- - - - - - - - - - - - - - - - - - - - - < LINE
PLANTER
RU50i;F5 -- — 8
4� AVA WANAW
ONLY
ASPHALT
f
ENTER
ONLY
WALK 3 3'-�'8
I /I� MAX
4 -5
FIELP VERTFY WATER
< LINE
ASPHALT \28'
--ago?
0 SOIL' AMENPEP PEP, HANPOUT' 7E72,,/,e y
FPMONPe-�5 WAY
J.
14011.
ASPHALT
4
EX16TINC-7 R00� '* ENTER
T-0 REMAIN --/ J ONLY
f`AIN 1 51 KIFINE
��j f c,-4-�'- r c
o Yl ",
IF0 TOMER16 WMITE
4- ELA6
.41'
\ I
1�c
!1-3a
0
- \ +0
I 1-Tet - r< 0 0,'))
0 c, fq�
F I
Cj)
.omr-
56AP
RESUB
rn
FEB 0 4 2013 m
ATER METER
BUILDiNG DEPAR?FMENT
CrTY OF EDMONDS
EXISTIN&
APA RAMP
AT CUR15
OUTS, (Typ-)
m
1,aW564Peplk�l -7-012- (C-)-?S--
L-cA ncL5ccj-pj qj Pion zj- -H ci c,4, n- L
23901 EDMONDS WAY
EDMONDS, WASHINGTON
re�44 I '-s V, cin 6f"j ( a 14
.2 --1 - ao 13
�50ALE- =10' -5/
w I Th
6�
,A)eoq 45" CF-PAR
I=ENC,E
4
2c), 5-
TWO NOT ENTER" 2e
61 AT EA( H I
_4
WAY PER LOCAL ASPHAI T
STATE 15'
ISP16TICN5 (TYP)
LAWN
EXIT
4V' TALL HEAP, 3 WIPE. ONLY
S-rRA16MT TAIL 16 4z" x 12."
I**.-- A13F
TRAF:1`16 ARROA 6
1-06AL dJRISP16TION6 -(-FYP.)
v
LAWN AREA
4
3 S)
L 8
pa
O.H. 6AME ON Roof=
SEWER /0-H. P01VER
LINE LINE jj I
F--\
-e- it,/ 5 r./ .1, ASPHALT
6 V) (I -.UY2 '61 6
z 0-11
to PHL
LINE
PLANTER :A, 1 7,
AVA KAW 6 6
ON6RETE WALr\ 3'-8' 3'e�-� 3/-8&
1112- MAX
<—1 4' <-5
FIELP VERTFY WATER
- ---------------------- < LINE
ASPHALT \28'-
ONLY
ASPHALT
f
ENTER
ONLY
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