20130 MAPLEWOOD DR.PDFIIIIIIIIIIIIII
12228
20130 MAPLEWOOD
DR
CITY OF EDMONDS - SIDE SEWER. -,..PERMIT
WATER -SEWER DEPARTMENT
PERMIT
Call 775-2525 for side sewer inspections BEFORE covering any portion of the construction.)
Inspection will be provided within 24 hours after requst. NO Sat., Sun., or holiday inspections.
ADDRESS LOCATION OF CONSTRUCTION ......
............................. : ........................................................ . .......................................................
PROPI�RTY LEGAL DESCRIPTIONL.,��-r r=N
....... ............................................. : ..................................................... .
--------------- -------------------
.................................................. ...................................................................................................................................................... ..................................................
................................................................ OXVNERANDJOR BUILDER ......
..................... . ......... ........... . .......................................................
ACTOWS NAME & ADDI�ESS ........ 'S . �
................................................. t��.n .. ................... ............. .................... t ......... ......................
P ssion Is granted ............ .... Vo ---------------- - ------------ 19 for repair and/or connection of a side sewer to. the city sanitary 'sewer
S in accordance with City df Edmonds ordinances.
TAISTION IS CALLED TO THE FOLLOWING:
NOTE No. 1—The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must be employed to construct
side sewer In street area. Do not cover any portion of sewer before it has been Inspected.
NOTE No. 2—All work performed in city right-of-way requires an Invasion of Right -of -Way Permit obta.1nable from the City Engineer's office.
NOTE No. 3—Obtain full Information regaxding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
NOTE No. 4—Top of side sewer must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2%. No bends in grade
sharper than % will be permitted.
NOTrE No. 5—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to improper
work which may develop within one year of completion.
NOTE No. 6—It is unlawful to alter or do any other work than is provided for in the permit, or to do any work on the maln sewer or its appurtenances except to -in -
Bert the pipe into the wye.
DISAPPROVED 0 Date ... . ................................... By ................ Date ........ By Date ............... . ................... . By ................
..........
to
APPROVED0 ........ By ... ..... . .. ..........................................................
Remarks: ............................................ ...........................
........................................................... . ..... ...............................
BOTH Permit Copies MUST Be Signed By Owner of Firm Performing Construction PRIOR To Request For Inspection
............... .... hereby certify that the side sewer installation constructed under this permit
--- Perf-r-r� iW&a�
�.v
or
a
4
Twner of Co racting Pi , Perfrrming construction)
Iled in accordance with al �governing ordinances of the City of Edmonds.
V fiinsta'4-:,-��� ---- -- -- ---- -- ---
Datedthis ------- 00 ----------------- day of .... ........................................
,/ -,/ Check BEFORE you dig for: Water E], Gas E], Telephone 0, Power E], Sewer [], Other [3 -%/ V
TAX ACCOUNT/PARCEL NUMBER: —
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL ARE oq—�f
,AS:- — DETERMINATION: E] Conditional Waiv6r [] Study Required A-%iver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: -7/-710-14
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED: 6
SCALED PLOT PLAN DA
SEWER LID FEE $: LID #:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DA'
SIDE SEWER PERMIT(S) #: fL50
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERMIT
FOR:
WATER METER TAP CARD DATED:
OTHER:
LOT: BLOCK:
LATEMP\DS"rs\Forms\Street File Checklist.doc
DONNA L. BRESKE, P.E. 6621 Foster Slough Rd. Snohomish, WA 98290
Phone: 425-334-9980 Fax: 425-334-7380 .
STORM DRAINAGE DETENTION REPORT
FOR
CLASSICO HOMES, INC.
SINGLE FAMILY LOT CONSTRUCTION
CITY OF EDMONDS PLAN CHECK NO. 04-164
DATE: JUNE 16,2004
SITE: 20130 MAPLEWOOD DRIVE
EDMONDS, WA 98020
I EXe!-R1qS: 11 -5- OS- _ ___j
DRAINAGE - DETENTION - INSPECTION - GRADING & TESC
SEWER & WATER FEASIBILITY - SITE DEVELOPMENT
60, '�
J U N 17 2004
PERMIT COUNTER
0
CLASSICO HOMES, INC.
JUNE 16,2004
OVERVIEW:
The attached detention sizing calculations are provided in response to city of Edmonds
review comments dated June 4, 2004. The total impervious area is 5,302 square feet and hence a
detention system must be designed by a licensed civil engineer.
DESIGN:
The storm water detention system is designed in accordance with the SCS method for the
2, 10, and 100- year 24-hr storm events. It is also designed in accordance with the city of
Edmonds Community Development Code 18.30.060. A 2-foot diameter pipe, placed in two
sections, for a total of 115 -feet, is required for detention. A combination notch weir & orifice
control structure is designed to release flows for the three storm events, at the pre -developed
flows of the three respective storms. A chart of the pre -developed and post -developed flows is
shown below:
DESCRIPTION
PRE -DEVELOPED
FLOWS
DEVELOPED
FLOWS
CONTROLLED
RELEASE DEV FLOWS
2-YR, 24 HR
0.02
0.05
0.02
I 0-YR, 24 HR
0.04
0.8
0.04
I 00-YR, 24 HR
0.10
0.15
0.10
A complete design of the system is included on the Drainage Drawing prepared by this
engineer and dated 6-16-04.
classico Home6- I
D ro (, r aq e cq (c s
_0
cz
a_
c
0
F-
Y)
co
C')
6
Z ui
w
LU
�R-
Ul
Q)
SIM APE4: IS77Z30 SF 5011 Gro up (f
IMPF-RvloukS �Idervuacd Gmvelly
Lon rrl
E-4 [.'5 fl tiq Cr, nd 0 0 rl
19-5--eame Mec.ehAl Pr--r E-C�)C 19,30,,060,A,1
[31:4:::: )1
Pe r u lO u r 2- -20 F '2 c
CN
rip er v 1^0 of.
Deve � ed Co YO I fi.�O rl f
ry
S F
1 6
Cm
m
Pery' a I.J —7
(Ous *,2 30
U,<e T-rz to rylin,
f-O r de tie /Opa
2-, 0
ECDf 18, 30, O(oo, A, 17 /I'mt'f deve(oprd- pea�,
r v ri of--t'- to *e pre -deu e top&d
21 109 4- 100 - qr, 5-to rre7 s.
02 C12;
10. 0 4 cf�5
i4
to , to 'CIS;
04 , P - 15-
Olt EXIST IN& "nM97 OF CWCERTRAlR,0f4'
'5(TF— : ZO 136 MOPI&L-joc,4 D-,ve
Edmonds, LlJyi 5,CALE 11=20
Lot
- Coverage
LOT AREA
15230 S=AFRE FEET
LOT COYERAGE
2008 SGUAFRE FEET
LOT COVERAr.E AS A PERCENTAGE OF LOT AFREA . IBZW%
&V-0 3/8"
101-0" f
I
L
MCA-5cAOE JDP-IUE
0
6/16/04
0
page 1
20130 MAPLEWOOD DRIVE
BASIN ID: A10OX
SBUH METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL .... :
TIME OF CONC ..... :
ABSTRACTION COEFF:
TcReach - Sheet
PEAK RATE: 0.10
BASIN ID: AlOX
SBUH METHODOLOGY
CLASSICO HOMES
BASIN SUMMARY
NAME: EXISTING 100 YR
0.35 Acres
BASEFLOWS:
0.00
cfs
TYPElA
PERVIOUS AREA
3.00 inches
AREA..:
0.35
Acres
10.00 min
CN.... :
85.00
19.04 min
IMPERVIOUS
AREA
0.20
AREA..:
0.00
Acres
CN.... :
98.00
L: 175.00 ns:0.1500 p2yr: 1.50 s:0.0300
cfs VOL: 0.05
Ac-ft TIME:
480
min
NAME: EXISITING 10 YEAR
TOTAL AREA ....... :
0.35 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE .... :
TYPElA
PERVIOUS AREA
PRECIPITATION .... :
2.00 inches
AREA..:
0.35 Acres
TIME INTERVAL .... :
10.00 min
CN.... :
85.00
TIME OF CONC ..... :
19A4 min
IMPERVIOUS
AREA
ABSTRACTION COEFF:
0.20
AREA..:
0.00 Acres-
CN.... :
98.00
TcReach - Sheet
L: 175.00 ns:0.1500 p2yr: 1.50
s:0.0300
PEAK RATE: 0.04
cfs VOL: 0.02
Ac-ft TIME:
480 min
BASIN ID: A2X
SBUH METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL .... :
TIME OF CONC ..... :
ABSTRACTION COEFF:
TcReach - Sheet
PEAK RATE: 0.02
NAME: EXISTING 2 YEAR
0.35 Acres
BASEFLOWS:
0.00
cfs
TYPElA
PERVIOUS AREA
1.50 inches
AREA..:
0.35
Acres
10.00 min
CN.... :
85.00
19.04 min
IMPERVIOUS
AREA
0.20
AREA..:
0.00
Acres
CN.... :
98.00
L: 175.00 ns:0.1500 p2yr: 1.50
s:0.0300
cfs VOL: 0.01
Ac-ft TIME:
490
min
6/16/04 page 2
CLASSICO, HOMES
20130 MAPLEWOOD DRIVE
BASIN SUMMARY
BASIN ID: B100D
SBUH METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL.....:
TIME OF CONC ..... :
ABSTRACTION COEFF:
NAME: DEVELOPED 100 YR
0.35 Acres
BASEFLOWS:
0.00 cfs
TYPElA
PERVIOUS AREA
3.00 inches
AREA..:
0.23 Acres
10.00 min
CN.... :
86.00
10.00 min
IMPERVIOUS
AREA
0.20
AREA..:
0 12 Acres
PEAK RATE: 0.15 cfs VOL:
BASIN ID: B10D
SBUH METHODOLOGY
TOTAL AREA .......
RAINFALL TYPE ....
PRECIPITATION ....
TIME INTERVAL ....
TIME OF CONC .....
ABSTRACTION COEFF:
CN.... 98.00
0.06 Ac-ft TIME: 480 min
NAME: DEVELOPED 10 YEAR
0.35 Acres
BASEFLOWS:
0.00 cfs
TYPElA
PERVIOUS AREA
2.00 inches
AREA..:
0.23 Acres
10.00 min
CN.... :
86.00
10.00 min
IMPERVIOUS
AREA
0.20
AREA..:
0.12 Acres
CN.... : 98.00,
PEAR RATE: 0.08 cfs VOL: 0.03 Ac-ft TIME: 480 min
BASIN ID: B2D
SBUH METHODOLOGY
TOTAL AREA .......
RAINFALL TYPE ....
PRECIPITATION ....
TIME INTERVAL ....
TIME OF CONC .....
ABSTRACTION COEFF:
NAME: DEVELOPED 2 YEAR
0.35 Acres
BASEFLOWS:
0.00 cfs
TYPElA
PERVIOUS AREA
1.50 inches
AREA..:
0.23 Acres
10.00 min
CN.... :
86.,00
10.00 min
IMPERVIOUS
AREA
0.20
AREA..:
0.12 Acres
CN.... : 98.00
PEAK RATE: 0.05 cfs VOL: 0.02 Ac-ft TIME: 480 min
V--�"'
0 0
6/16/04 page 3
CLASSICO HOMES
20130 MAPLEWOOD DRIVE
HYDROGRAPH SUMMARY
PEAK
TIME
VOLUME
HYD
RUNOFF
OF
OF
Contrib
NUM
RATE
PEAK
HYDRO
Area
cfs
min.
cf\AcFt
Acres
1
0.020
490
574 cf
0.35
2
0.043
480
1010 cf
0.35
3
0.099
480
2018 cf
0.35
4
0.052
480
969 cf
0.35
5
0.083
480
1482 cf
0.35
6
0.152
480
2594 cf
0.35
11
0.019
570
968 cf
0.35
12
0.041
530
1483 cf
0.35
13
0.100
540
2595 cf
0.35
6/16/04 page 1
CLASSICO HOMES
20130 MAPLEWOOD DRIVE
STORAGE STRUCTURE LIST
UNDERGROUND PIPE ID No. P1
Description: DETENTION PIPE
Diameter: 2.00 ft. Length: 126.00 ft.
Slope... : 0.0050 ft/ft
Decrease 'YA
"3,v 13-p?
pi leti ora6e. (n
1pe- qth - dL/e +0
-L c.9-S
32
Y, )K 1.831 X-3 CBS
12
3t. 2- J
E 0 le-rijfA of
9-u 1 va lerit
jr ( I ) z L
L
(Pe
Cu
I I S -"/, � I
4
ix C"s
0
0
a
6/16/04
20130 MAPLEWOOD DRIVE
CLASSICO HOMES
DISCHARGE STRUCTURE LIST
COMBINATION DISCHARGE ID No. C1
Description: COMBINATION DISCHARGE
Structure: 01 Structure:
Structure: N1 Structure:
Structure:
NOTCH WEIR ID No.
Description: NOTCH WEIR
Weir Length: 0.1600 ft.
Elevation : 96-40 ft.
N1
Weir height (p): 0.8000 ft.
Weir Increm: 0.10
MULTIPLE ORIFICE ID No. 01
Description: ORIFICE
Outlet Elev: 95.20
Elev: 94.70 ft Orifice Diameter: 0.8500 in.
page 2
0
6/16/04 page 3
CLASSICO HOMES
20130 MAPLEWOOD DRIVE
LEVEL POOL TABLE SUMMARY
MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE MATC�f
< -------- DESCRIPTION --------- > (cfs) (cfs) --id- --id- -STAGE> id VOL (cf) PE 19 K
(c P5
2 YR, 24 HR .................. 0.02 0.05 Pi Cl 96.17 11 116.81 .02
10 YR, 24 HR ................. 0.04 0.08 Pi Cl 96.52 12 198.08 .0-4
100 YR, 24 HR ................ 0.10 0.15 Pi Cl 97.03 13 313.99 .10
PLANNING DATA
NAME:;� Crt'mco HO."Au DATE: SZIV03
SITE AIYDRESS: 7qb Ed,-% 'J� Srrf?T- FLAN CHK#:- 0 q - I bq
PROJECT DESCRIPTION:— /Vt— 5 FR
RE DUCED SITE PLAN PROVIDED?:Q No)
MAP PAGE: CORNERLOT(ffe FLAG LOT: (Yes
I/ No)
ZONING: CRITICAL AREAS DETERMINATION #:-C)q - �9
Studv Reaulred:
AWalver
El Conditional Waly
SEPA DETERMINATION:
Fee
Checklist
APO list w/ notarized form
(Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
kExempt
. Cd (Ae e- 14T-
SETBACKS:
Required Setbacks: , E.
/V. "StmW: 4,5 L-V"Ide: RtDM Side: tO 01, 5
Actual Setbacks: 11
Street: &> Left Side: Right Side:_ 10" Rear: 61
Street map checked for additional setback required? (Yes / No DN
DETACHED STRUCTURES:
ROCKERIES:
FENCES/TRELLISES:
BAY. WINDOWS / PROJECTING MODULATION:
STAIRS / DECKS:
Actual: 3
PARKING: Required: d
LOT AREA: X30
LOTCOVEKAC,r_: 15),30 0/0
Calculations:
BUILDING HEIGHT:
Datum Po
Maximum
A.D.U. CREATED?:
Elevation:
Height:
SUBDIVISION:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes A-0)
1=7
OTHER:
Plan Review
NO 65RC,
NewBPPIanningDataForm.D0C
40, . 6,
#P20 CA File No: 04-39
Critical Areas. Checklist
Site Information (soils/ topography/hydrology/vegyetation)
1. Site Address/Location:
2. Property Mix.Account Number. (0 1 ;-:5 0 1
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? yes; — no.
If yes; how is. site developed?
S. Describe the general site topography..Check all that apply.
Flat: less than 5-feet elevation change over entire site.
--�Rolffin'g- slopes on site' generally less than 15% (a vertical rise of 10-fe6t over a horizontal
.7
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 lUeet over a horizontal
distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water. Approx. Depth:
7. Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?
8. Site is in the floodway floodphdn of a watercourse.
9. Site contaim a creek or an area where water flows across the grounds surfacq?r/ Flows are year-round?
Flows are seasonal? — (What time of year? — A16
;mixed
10. Site is primarily.- forested meadow shrubs
urban landscaped (lawri� shrubs etc)
11. Obvious wetland is present on, site;
1. Plan Check Number, if applicable?
2. Site is Zoned?
3. SCS mapped soil tyrpe(s)?
4.
671
For City Staff Use Oidy
L-%, IZ- -(z�i,
M
Chtical Areas inventory or CA. map indicates Critical Area on site? ' ti 0
Site within designated earth subsidence landslide hazard area?.
(0
WAIVER
I/
TrA AM
City. of-Admon''ds
Development Services Department
Planning Division
-Phone: 425.771.0220
Fax: 425.771.0221".1
The Critical Arm Checklist conWned is
on this form * to.
be 'filled, out by any perton' preparing a Developmeiit
Permit Application - for the City _ of Edmonds "Imix"t6
.. .1.1. .., . i ...
.-his/her submittal of th- e application 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 sutject property. The inform.a ' tion '
needed to complete the Checklist should be easily
available from observations of the site or data'available it
City Hall (Critical areas inventories, - maps, or soil
.Mwveys).
Date RecelveW
CityRecelptg: 'a5-�CLZ
Critical Areas File M
Critical Area i Checklist Fee: $1 3529Q
Dati Mailed t6 Applicant
t
A,propmly.o�%mer,,oriN��..,,ai�hmized.
must'fill'out - the chicldiiit'� iig'�6 and date' 1 it; and- submit it
Y 'I'lie Citiwd review.'& -checldist-�make g:
.
precursory.*site visit and make,a determination of the
: ' J,:, .4.;' t'j ',, �t�j, 71 .1.1 . .
.subsequent steps necessary to completi 46-Mopment
pem appi
_A .. ication.
Please submit tyicinit'
y.map,,along;jwith1the-sijaed copy,
of this form to' askst Pit staff infin nd I
.y
the.
specific piece o Property !described. 6n'. this-- form.. in
..addition,,. the_applica�t sl 1 mU include other,. ipertinent
information (e.g. sitp..plan, tqpo map etc.) or
studies in conjuriction with this Checklist, 'fr
in completing their prefirriftimy assessmeint, of th� site.
T'he'undersigned applicant and his/her/its hens, and assigns,, . in cons . idmticg,*on the processin
, g of the application, agrm
to release, indemnify, defend and hold the City of Edmonds harmless' from� any and all 'danitges, including � '
rms�blc
attorney's fees, arising from any action or infraction based in whole or part upon false,*, misleading, inammte or,
lete information furnished by &e applicant, his�" agents 0
By my signature, I cer* that the
lmowledge and that I am authorized
SIGNATURE OF APPUCANTIAGENT
Property Owner's Autho iza on
By my signature, I certify tha =I, thorized the abo�i
vwe. 1
and grant my permission for. the u officials and the stE
'Ll-i(AIntAR this a"Q
purposes of inspectioriand
SIGNATURE Of OWNER -
L
0
e7
_ZAppll
wee",:=
N
Street Address
city Stdte zip
Telepbone: 7Z— C�:>5;PE7R
Email addrew (optional):
fted are tnie tand correct best:of my
owner as listed W.
DATE
vply.
icantlAgent to: for . subject land use ��plication,
the City of Edn�cis to enter die s*ePt property for the
DATE
Applicant Rep'resentative:
Name
Street Address.
city State zip
Telephone-
Ernadl Address (optional):
APPLICATION
e
The City of Edmonds for EASEMENT NO - --------------------------------------------
SIDE SEWER PERMIT
NEW CONSTRUCTION 0 REPAIRS E] LID NO. Jh.l ------- ASMT. NO.
OWNER ...Flalt'40 �_u I S V, ts, ---T sc)-ISC)
.......................................................................................... CONTRACTOR L-...-WN\N0PD CO��ERMIT NO - --------------------
............................................... ---------
T EGAL DESCRIPTION: LOT NO - -------------- .................. BLOCK NO . ....................................
JOB ADDRESS ---------------------------------------------------------------------------- --------- --
-5. &T7 FT. 0 F F— 12>0 f= T C�st-4 S - L—
. .................................. ......................................................................................... ..................................
NAMP nlP AnnITTC)N
Approved:
7-1/
DATE .............. By
APPLICATION
Tho City of Edmonds for
EASSICUfr No.
NEW CONSTRuanoN 0 RWAU;W 0 c
OWN= ........ ............................ --- COMMACMR
.. . ...... . 41
C*4 .. L Paum No.
AJDDl=S ...... -M.)V. .... 4,k e LMAL DWaRIMION: LOT No. ................................. BLA)CK No - ----------- .........................
NAME OF ADDMONS,....�?..'� .... - ------
ApprovW:
DATE............................................. - By
DONNA L. BRESKE, P.E.
6621 Foster Slough Rd. Snohomish, WA 98290
Phone: 425-334-9980 Fax: 425-334-7380
STORM DRAINAGE DETENTION REPORT
FOR
CLASSICO HOMES, INC.
SINGLE FAMILY LOT CONSTRUCTION,
CITY OF EDMONDS PLAN CHECK NO. 04-164
DATE: JUNE 16� 2004
SITE: 20130 MAPLEWOOD DRIVE
EDMONDS, WA 98020
1TXTR-S: it -5- OF �
CITY COPY
DRAINAGE - DETENTION - INSPECTION - GRADING & TESC
SEWER & WATER FEASIBILITY - SITE DEVELOPMENT
Jr
EGR13
R EIVED
J U N 17 2004
PERMIT COUNTER
I
CLASSICO HOMES, INC.
JUNE 16,2004
OVERVIEW:
The attached detention sizing calculations are provided in response to city of Edmonds
review comments dated June 4, 2004. The total impervious area is 5,302 square feet and hence a
detention system must be designed by a licensed civil engineer.
DESIGN:
The storm water detention system is designed in accordance with the SCS method for the
2, 10, and 100- year 24-hr storm events. It is also desi . gned in accordance with the city of
Edmonds Community Development Code 18.30.060. A 2-foot diameter pipe, placed in two
sections, for a total of I I 5-feet, is required for detention. A combination notch weir & orifice
control structure is designed to release flows for the three storm events, at the pre -developed
flows of the three respective storms. A chart of the pre -developed and post -developed flows is
shown below:
DESCRIPTION
PRE -DEVELOPED
FLOWS
DEVELOPED
FLOWS
CONTROLLED
RELEASE DEV FLOWS
2-YR, 24 HR
0.02
0.05
0.02
10-YR, 24 HR
0.04
0.8
0.04
I 00-YR, 24 HR
0.10
0.15
0.10
A complete design of the system is included on the Drainage Drawing prepared by this
engineer and dated 6-16-04.
cla's'sico Home",
—I'.
f)r-Q('ila6e Cq(C-S Sj4-C!201,30 Kapkwacc�U' �xs
-0
cz
0
ca
CL
E
LU 0
00
r-
CO a)
M
Z LU
w
cl
LU
IS
tn
(TRIO
SIT5* hkE�9," 1.97Z30 Sf7
IMPO-VIOUS UVEAO' S-�?02, �S-F
Crtld ( T. (I n
CO(A Group (f
0 Mdervuacd Gmvelit
Lonyrl
/9-S-5(jrle Mec-rloul Pic-r- E-C�)c 19,30,060,�,
I =L
, 3 � N
Feryl'oufz- S- 7 2,2'o 6 F7
Deve, ed Cgeditit'Orl f
vi q-�yS- IS F
L C.
LM ;(8
Per v I OUS S- - 12 -� 0 12 3
a5e Tc- -f 10 ry) io.
4
f0'rdeueloPeL
2-, 0
100
Per ECD(f 18,30,060,A,1.7 limt*f cfeue(op-d pea
rurl of--r tO the Pre -deUelOP&d 2-4 hr
4- 100 - 5�brm s,
21101
Fxl�t*l D- -1 ___j
2 AFX,,rC, ;eve
-1 05
02 CIPS '05- CE;
10. 0 4 C(5 Ab ^/'-
1 0 D
0 to c6s 15- A
Olt L=XIST IN& MM97 OF CWeERTRAIN014'
151TE: Z013d Moplewoa
Edmonds, W4 "=20
Lot Coverag
LOT AREA 15,230 SQUARE FEET
LOT C4DYEFkAC.E 2808 SQUARE FEET
- - - - - - - - - - - - -
LOT COVERAGE AS A PERCENTA�.E OF LOT AREA - 18.0036
L- -
- - - - - - ---
POINT 'A.
,r3
14 C/q5c/qiQE MUE
CONCRETE
DRIVEWAY
POINT
10425'
POfid-'H
CONCRETE
DRIVEWAY
f Fro
-A-
p
POINT W
10100,
POINT 'C'
104.15
1,1813'23'32"W
185.13'
6/16/04
page
1
CLASSICO HOMES
20130 MAPLEWOOD DRIVE
BASIN SUMMARY
BASIN ID: A10OX
NAME: EXISTING 100 YR
SBUH METHODOLOGY
TOTAL AREA ....... :
0.35 Acres
BASEFLOWS:
0.00
cfs
RAINFALL TYPE .... :
TYPElA
PERVIOUS AREA
PRECIPITATION .... :
3.00 inches
AREA..:
.0.35
Acres
TIME INTERVAL .... :
10.00 min
CN.... :
85.00
TIME OF CONC ..... :
19.04 min
IMPERVIOUS
AREA
ABSTRACTION COEFF:
0.20
AREA..:
0.00
Acres
CN.... :
98.00
TcReach - Sheet
L: 175.00 ns:0.1500 p2yr: 1.50 s:0.0300
PEAK RATE: 0.10
cfs VOL: 0.05
Ac-ft TIME:
480
min
BASIN ID: AlOX
SBUH METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL .... :
TIME OF CONC ..... :
ABSTRACTION COEFF:
TcReach - Sheet
PEAK RATE: 0.04
BASIN ID: A2X
SBUH METHODOLOGY
NAME: EXISITING 10 YEAR
0.35 Acres
BASEFLOWS:
0.00 cfs
TYPElA
PERVIOUS AREA
2.00 inches
AREA..:
0.35 Acres
10.00 min
CN.... :
85.00
19.04 min
IMPERVIOUS
AREA
0.20
AREA..:
0.00 Acres-
CN.... :
98.00
L: 175.00 ns:0.1500 p2yr: 1.50 s:0.0300
cfs VOL: 0.02
Ac-ft TIME:
480 min
NAME: EXISTING 2 YEAR
TOTAL AREA ....... :
0.35 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE .... :
TYPElA
PERVIOUS AREA
PRECIPITATION .... :
1.50 inches
AREA..:
0.35 Acres
TIME INTERVAL .... :
10.00 min
CN.... :
85.00
TIME OF CONC ..... :
19.04 min
IMPERVIOUS
AREA
ABSTRACTION COEFF:
0.20
AREA..:
0.00 Acres
CN.... :
98.00
TcReach - Sheet
L: 175.00 ns:0.1500 p2yr: 1.50
s:0.0300
PEAK RATE: 0.02
cfs VOL: 0.01
Ac-ft TIME:
min
6/16/04
CLASSICO HOMES
20130 MAPLEWOOD DRIVE
BASIN SUMMARY
BASIN ID: B100D
SBUH METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL .... :
TIME OF CONC ..... :
ABSTRACTION COEFF:
NAME: DEVELOPED 100 YR
0.35 Acres
BASEFLOWS:
0.00 cfs
TYPElA
PERVIOUS AREA
3.00 inches
AREA..:
0.23 Acres
10.00 min
CN.... :
86.00
10.00 min
IMPERVIOUS
AREA
0.20
AREA..:
0.12 Acres
CN.... : 98.00
PEAK RATE: 0.15 cfs VOL: 0.06 Ac-ft TIME: 480 min
BASIN ID: B10D
SBUH METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL .... :
TIME OF CONC ..... :
ABSTRACTION COEFF:
NAME: DEVELOPED 10 YEAR
0.35 Acres
BASEFLOWS:
0.00 cfs
TYPElA
PERVIOUS AREA
2.00 inches
AREA..:
0.23 Acres
10.00 min
CN.... :
86.00
10.00 min
IMPERVIOUS
AREA
0.20
AREA..:
0.12 Acres
CN.... : 98.00
PEAK RATE: 0.08 cfs VOL:, 0.03 Ac-ft TIME: 480 min
BASIN ID: B2D
SBUH METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL .... :
TIME OF CONC ..... :
ABSTRACTION COEFF:
NAME: DEVELOPED 2 YEAR
0.35 Acres
BASEFLOWS:
0.00 cfs
TYPElA
PERVIOUS AREA
1.50 inches
AREA..:
0.23 Acres
10.00 min
CN.... :
86.'00
10.00 min
IMPERVIOUS
AREA
0.20
AREA..:
0.12 Acres
I CN.... : 98.00
PEAK RATE: 0.05 cfs VOL: 0.02 Ac-ft TIME: 480 min
page
2
6/16/04
CLASSICO HOMES
20130 MAPLEWOOD DRIVE
HYDROGRAPH SUMMARY
HYD
NUM
PEAK
RUNOFF
RATE
cfs
TIME
OF
PEAK
min.
VOLUME
OF
HYDRO,
Contrib
Area
Acres
1
0.020
490
574
cf
0.35
2
0.043
480
1010
cf
0.35
3
0.099
480
2018
cf
0.35
4
0.052
480
969
cf
0.35
5
0.083
480
1482
cf
0.35
6
0.152
480
2594
cf
0.35
11
0.019
570
968
cf
0.35
12
0.041
530
1483
cf
0.35
13
0.100
540
2595
cf
0.35
page 3
6/16/04
page 1
CLASSICO HOMES
20130 MAPLEWOOD DRIVE
STORAGE STRUCTURE LIST
UNDERGROUND PIPE ID No. P1
Description: DETENTION PIPE
Diameter: 2.00 ft. Length: 126.00 ft.
Slope... : 0.0050 ft/ft
Decrease In
'3 ,v 13-po
IV
.0
due +o 3 fo ra 0 e
P 1pe 5.-
I -L cis-s
vz�
Y, CBS
12
3 t. J
va e- r19 �z
L
C, rvy
CU
10.
I
4
6/16/04 page 2
CLASSICO HOMES
20130 MAPLEWOOD DRIVE
DISCHARGE STRUCTURE LIST
COMBINATION DISCHARGE ID No. C1
Description: COMBINATION DISCHARGE
Structure: 01 Structure:
Structure: N1 Structure:
Structure:
NOTCH WEIR ID No. N1
Description: NOTCH WEIR
Weir Length: 0.1600 ft. Weir height (p): 0.8000 ft.
Elevation : 96.40 ft. Weir Increm: 0.10
MULTIPLE ORIFICE ID No. 01
Description: ORIFICE
Outlet Elev: 95.20
Elev: 94.70 ft Orifice Diameter: 0.8500 in.
6/16/04 page .3
CLASSICO HOMES
20130 MAPLEWOOD DRIVE
LEVEL POOL TABLE SUMMARY
MATCH INFLOW -STO- -DIS- -PEAK- STORAGE MtqTcFf
< -------- DESCRIPTION --------- > (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) PEPK
(c:P5
2 YR, 24 HR .................. 0.02 0.05 Pi Cl 96.17 11 116.81 .02,
10 YR, 24 HR ................. 0.04 0.08 Pi Cl 96.52 12 198.08 .0-4
100 YR, 24 HR ................ 0.10 0.15 Pi Cl 97.03 13 313.99 .10
Fax:4252030634 May tO 2004 7;18 P.02
0 \ -Zs. 0 twcpk P
Limited Survey
to locate and Identify
Asbestos Containing Building Materials (ACBM's)
Subject property; DemoSFR
20130 IVISPIMMod Dr
Edmonds WA 98026
Lob analysis by: EKO, Inc.
2000 70" PINE
Marysville WA 98271
(M) 651-9390
Submittedto: JoeSchmaus
Classica Homes
745 Edmonds St
Edmonds WA 08020
(206) 072-0028, fax: (425) 771-7820
Property owner; Sam�
!nspection date: May 19, 2004
WCV WC9 WCV WCJS WM W(M WW Wtv mxg W(S WC* VJCX WCS low wice WCg VX% W(4 V_XS
Purpose
The above address was inspected to locate asbestos In accordance with federal and state laws.
The sampling methods specified -in 40 OFR 763,8e, a sub -section of the Asbestos Hazards
Emergency Response Act (AHEIRA), were employed with the following specific purpose in mind:
Safety - Intended operations present the potential for dleturbamce of an ACBM. This
report was prepared to facilitate employee's safe performance of normal activities.
0 Removal. Specifically this survey anticipates:
Renovation. This may not Include use of destructive search methods (i,@,, -
breaking into walls, etc.) unless expressly directed by client In writing.
Demolition, Destructive search techniques am highly recommended and may
be Implied by statute$ which require identification of all suspected ACBM's
pHor to demollflon, [as In 40 CFR 763.86 (a)(4)(1)]
Manalooment, Information herein will be used by the property owner to develop an
appropriate Operations & Management (O&M) policy to reduce the likelihood of
exposure to building occupants for ACBM's which will be left in place.
EJ Property Sale - Public buildings, Including commercial and Industrial facilities are
required to use an accredited inspector (see the Asbestos School Hazard Abatement
Reauthodketion Act (ASHARA)I. Private buildings may be inspected to compliment an
appraisal.
M21hod
Currently only persons having the AHERA Building Inspector training are considered acceptably
accreditecl by all governmental agencies,
Mandated AHERA procedures are:
training (for the inspector)
examining (materials which the inspector suspects)
identify (by sampling or by assuming materialli an ACBA4)
assessing (friability, condition and potential for damage)
documenting (the above with locations)
Fax;4252030634 May 20 2004 7;18 P.03
Procedures for sample collection often seem complicated to the layperson. What appears to be
the same material located In different areas, may, or may not, require additional samples,
depending on the usage of sech area. Sprayed and troweled on materials require at least three
tests to confirm they are = ACBM. Differing quantities of suspect homogeneous matehals also
affect the number of samples needed.
Analysis of samples must be done by an accredited laboratory.
Assessing friability Is done per the EPA definition that the material can be crumbled to a powder
using hand pressure. Neither the forces expected to set on any material or differing local regulatory
consensus can be anticipated by this Inspector.
An accredited Asbestos Management Planner should be consulted for assessments of condition
or potential for disturbance,
Estimated quantities are given as a courtesy and should not be relied on for bid purposes. An
socredit2d Asbestos Proiect 12oi&er Is regulred for oWgatti&a ACBM's.
The inspector who prepared this report hereby certifies by signature below, that
• has received training pursuant to 40 CFR Part 783, Sub -part E, Appendix C
• has had at least ton (15) years professional experience In the asbestos abatement field
• used his/her best efforts in locating suspect ACIRM's
Ml)(O is to certifp that
Bill Schroeder
bas gati9tartarilp rampletph
4 bourz at rzfrrober training as an
Asbestos Building Inspector
to Con1pip Witb tbe trainina reqt1irrillento of
ZOWN WitIf 11 / 40 CY A 763 (21bOUR)
II-Cortificate Number 1005580
ful 16,2003
DateW ot Triu"S
I.,!"a "C'W"'Nu M.QMM13 =
E-amScore: N/A
ExpiratimDate; jul's,2004
V10(m7n, Suits 313 WCW11111.4- 0 98110 - (ZUG) 2951173 . f.. MfiiM 1027
Limitatioel
Destructive methods 0 were were not (check one) employed in collecting samples for
laboratory analysis.
Sampling location drawings are not to scale.
Samples are believed to be representative of similar materials found throughout the areas
inspected.
Fm4252030634 May 20 2004 7;19 P.04
Reasonable discovery efforts were used In preparing this report, Standard Industry practices
recognize that every square Inch of a building cannot reasonably be exposed during the survey
process, especially in occupied structures. Wall interiors, underground pipes, septic tank liners,
every area under carpets or bum dsbd, are all examples of this, Consequently, some materials
may remain concealed which are not Identified In this report Materials not addressed in this
report should be assumed to contaln asbestos until determined otherwise by an accredited
professional. The results of such analysis must be incorporated by addends into this report prior to
disturbance of these materials. A copy of this report must remain onsits during such activities.
This report ran be expected to become outdated as regulations, building improvements and
Intended usage of this * information may change over time.
Most demolition projects must submit this report with their "Notice of Intent to Remove or
Encapsulate Asbestos" form required by local air pollution agencies. Typically these are riled by the
abatement or -demolition contractor. Permit filings are not Included with preparation of this report.,
however, the permit forms may be attached herein.
Items not attached to structures are not normally addressed by this type of report.
Structures
A survey of 1 structure(s) occurred on the date listed In the head of this report. This is a single
story realdence which has a basement and an attached carport,
Histg[jrdl
Historical records E] were were not (check one) examined for uss, in this survey. This home
was likely bulk In the 119404.
General_NAU
Following is a description of the construction materials examined at this address.
Roofing-
This roof has asphaltic 3-tab shingles over a tar paper vapor
barrier. Sealant were not observed.
Ceilings & walls, interior -
Moo'. wall and ceiling substrates are a typical smooth sheetrock
Wth taped joints system. Asbestos was found In the joint
compound of the wall system, but not in the sheetrock. Wood
planks, wood paneling and fabric covers some walls. Coiling
tiles have been stapled to the living room ceiling. A texture
mate6al was added to all other ceilings and a few wells. Some
walls in the bathroom have ceramic tiles attached,
Wall surfaces, exterior -
Siding is lopped wood products over a tar paper vapor barrier.
Floors -
Much of the home is carpeted which has been applied directly
to a hardwood substrate. Shoot vinyl found in the kitchen
has been confirmed to contain asbestos. The bathroom floor
is ceramic tiles.
Insulation, structural -
The attic has blown -in cellulose insulation. Walls and floors are
un-insulated,
Host sources -
A newer oil burning fumace found In the basement was the
primary host source for the home. There is also a wood stove In
Fax;4252030634 May 20 2004 7:20 P.05
the living room,
Insulation, thermal system - The wood stove flue Is not Asbasto-Vento. Water pipes are not
Insulated. New ducts were installed with the newer fumace, and
these were partly wrapped In fiberglass insulation. A small
quantity of older ducts were found disassembled and discarded
In the NE comer of the crawlspace under the living room. These
older duct remounts are wrapped in asbestos paper,
Glazing compounds - WIndows are mostly wood framed types which do hove glazing
compounds attached. A few aluminum framed cranking type
windows were also discovered, and these do not have glazing
compounds attached.
Wiring - Wiring has plastic sheathing only.
Doors - Doors are wood, glass or wood and glass,
Adhesives - Adhesives were not discovered. Cove bass is wood,
Functional Specoa
Functional spaces are identified In order to determine a sampling plan which will be
representative of the materials found in areag of similar usage. The functional spares identified at
this location have been deemed are (nominally):
I Indoor areas
0 Outdoor areas
Suspect Materialp
Materials commonly suspected to be ACBM's which were found during this Inspection are -
El Doors
Floor coverings
Insulation, structural
Insulation, Thermal System
Mastic (adhesive)
Mortar or grout
Putty (or caulking)
Roofing
Sealants
Siding material
Vapor barrier membrane
Wall & coiling finishes
Wiring insulation
Homoge Areas
Suspect materials are listed as shown below in order to determine the homogeneity of products
discovered. These are materials which are similar In age, color and texture. This property
I .
Fax;4253030634
May 20 2CO4 7;21 P.06
contained the following materials which appeared homogeneous :
1
Ductpaper
2
Coiling tile
3
GlazIng putty
4
Joint compound
5
Roof shingle, 3-tab
6
Shestrock
7
Tar paper
8
Texture
9
Vinyl sheet goods
Findings
Materials containing greater than I% asbestos WERE discovered.
The table on the following Page summarizes suspect materials Identified during this inspection.
Characterization of each material as surfacing, TSI or miscellaneous is made for the express
purpose of developing a sampling strategy and may not accurately reflect the product's designation
for abatement project design purposes.
10
Type
FS
HA
I
Fri
Descriptlon
IlLocation
�.J%
city
AOSM
1.00
Mise
1
1'
'Y
Duct paper
Crawl under living room NRE"Zcaom�er
==wYNN"
20 of
2-Oa
Misc
0
3
N
Glazing putty
Most vAndows
N
N/A
3.0-4a
Surf
1
9
Y
Te)dure
Most cellinis, some walls
N
N/A
4.0a
Mise
1
9
Y
SheetiAnyll
Kitchen
Y
126 of
$.Oa&b
Mlac
1
4/0
Y
Wallboard system
Wall & ceillng substrates
N
N/A
6.00
Misc
1
2
Y
Coiling' file
Living room
N
N/A
7.Oa
MIN
0
6
N
Rolof shingle. red 349b
All foof areas
N
N/A
O'Da
Mlec
0
7
lTarpaper
I
Under roofing & sldlng
N
N/A
Legend
&My
Do
TS1
Thermal System insulation
Surf
Suftclng (troweled or sprayed on)
MAO
Miscellaneous
0
Assumed ACOM
89M
DDRIWan
ACBM
Asbestos Containing Building Material
Fe
Functional Space
HA
Homogenous area
Fri
Friablo
Fax;4253030634
May 20 2004 7:22 P.07
CL
E
co
Z
$t
0
CL
0 C5 0 0 0
zz zzx
zft
Z Z
z
a Z
fig
BE
, te
0
11,10
U�
u
< <
0
c;
0
'n
7E_
LLI
V)
%.
0
Q^
a)
0)
LO
co
N
(1)
0
C�j
0 6
V)
0
E
0
6&A
.
0
o 3.
0
ca
C-b
C:)
R;�-
REC.ElPT, FOR C!ERTIFIED.,MAIL-30� (plus
422-06300
LUISKA, REINO
20130 MAPLEWOOD DRIVE
EDMONDS, WASHINGTON r�N�c
9802M
OPTIONAL SERVICES FOR ADDITIONAL FEES
RETURN I ' Shows to whom an' 'ate 'e' ivered ji
RECEIPT With 6eliv�ly to addressee only ............ 6,1
2. Shows to whom, date and where delivered 3!
SERVICES With delivery to addressee only 8!
DELIVER TO ADDRESSEE ONLY . .. - . 5
SPECIAL DELIVERY (extra fee required)
postage)
PS Form NO INSURANCE COVERAGE PROVIDED —
Apr. 1971 3800 NOT FOR INTERNATIONAL MAIL
(See other side)
QP0: 1970 0.397-461)
4F
Tm -T--i -ri rr
z L.. L
71
7 7 11V1
CZ--i:7 -7 7 6-
2y F-7
a,4oa . . -[V-F-4TUI
�cw SNII-frolf
MI
CITY of EDMONDS
200 Dayton Street - Edmonds, Washington 98020 - Telephone (206) 775-2525
Department of Public Works
June 7, 1974
Mr. Reino Luiska
Post Office Box 120
Cordova, Alaska 99574
Re: Property at 20130 Maplewood Drive, Edmonds
Dear Mr. Luiska:
In reference to your receipt of a Certified Letter of May 1,
1974, requesting you to connect your property to the Edmonds sanitary
sewer within sixty days; due to the hardship stated by you and indicated
below, you are herewith allowed an extension to September 15, 1974,
in order to make the subject sewer connection:
Time Extension Requested Because: Owner will be
spending the summer months in Alaska as a fisherman,
returning in September.
Sincerely,
CITY� Of EDMONDS
1—y—I '
J. G I iOJL
Director
JBM: te
ACKNOWLEDGED BY PROPERTY OWNER:
PROPERTY ADDRESS: -) o e,) /'P�
MAILING ADDRESS:
ACKNOWLEDGEMENT DATE: Z �51 7Z
"I/
REGARDING: 201�O Maplewood Drive 4�� -,c 12 Do
Ta-Uaress)
RE -CORD
OF CONTACTS
DATE
NAME PHONE NO. I & COMMENTS
ADDRESS..of CALLER
ACTION TAKEN
INITIALS
5/l/74
Reino Luiska Certified Letter No. 406344 sent
Letter*signed by renter.
TE
requiring hook-up within 60 days.
5/18/74
Called from'Alaska. Will not be
Granted extension to 9/15/74.
TE
home till end of August.
6/7/74
Sent letter requesting acknowledgement
Received acknowledgement 6/21/74.
TE
to extension.
9/28/14
Lynnwood Sewer obtained permit #5050.
JT
10/8/14
Con-o-ec-tion, completed.
JT
4 _1
',,.City of Edmonds Permit No: 40,0,1-
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date:
A. Address or Vicinity of Construction: CA
B. Type of Work (be specific): U GCL S f_,,( U I C-f--
C
. 4 .
State License #: 2 1 L 0- 0 LZ 10 1 M A
City Business License #:
Liability Insurance: Bond: $
D.: Building Permit #(if applicable): 0.LA_<&6 Side Sewer Permit # (if"applicible):
E. F� Commercial Subdivision D CityProject EUC(Pub, VERIZON, PSE, COMCAST, OVWSD)
F� Multi -Family'. Single Family F-1, Othe�,,
. . I — , , I. I .Jilt .. I_',,
INSPECTOR: FA �( ON W6 L A- / DMV K4
F. PAVEMENT CUT: El YES El NO G. SIZE OF CUT x
CONCRETE CUT: El YES El NO
G. Mail Am)roved Permit E] -Call for Pickup
_.JNDEMNITY. Applicant understands by hislher signature to this application helshe holds the City of Edmonds harmless from
i . nj . uri . es, damages or� claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of
or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense
costs andwaorney-fides by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND A CCEPTANCE OF THE WORK. ESTIMA TED RESTORA TION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH IS
COMPLETED B Y CITY FORCES, A T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
* Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. -Every
flagger must be trained as required by (WAC) 296-155-305 and -must have certification verifying completion of the
required training in their possession.
* Restoration is to be in accordance with City codes. All sire'et-cut. trench work shall be patched with. asphalt or City -
approved material prior to the end of the workday - NO EXCEPTIONS.
* Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
I HA VE READTHE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signature:
(Contractor or Agent)
Date: I f -
0
ITX_USE'NL.Y
APproved,by:
Time Authorized: Void After J- I I �W.!s
Special Conditions: Inglij M M _5 4-rj4hc4l,
n c ion Fe
-lam OA-Ty U77 Ll 77;7� �g 14LL Totaffee-.:
N
_,_.W1A1A )eFM9�E- 94, At. em, ard
L
REQUIRED INSPECTIONS:
so
Call 425-771-0220, Ext 1326jor a 24-hour voice -recorded in . ection request line.
FINAL APPROVAL OF PERMITTED WORK: DATE C— —5
Inspector's Signature
IN PRIOR TO PERMIT ISSUANCE
C:\Docum,i.n!,s,and,�Fttings\Curtis\My Documents\Fonns\Engnrng\ROWpemit_.doc Revised 10/01/03
ql620681!itip.,//s_g.eiiaiTis2/in p !f/ql62068.tifl Page I of I
r
ow
SWRVICE
9111
-C-4
a
CASCADE DRIV
-r v:' 12- 11 t-A-(Cp)
T03,
N 'j$s
MPE IP 23'E 5 /2;
)7013011-02
- 423'N.23'E
5/8*239'S 8 -U
2004
CA
ED Z4 2oo3
M 9
into
. ritlE
A,&*- SmIOIW ESM T
WJW STW I P (CP) sai
�iia
ICU-. 7 J- A 4—, :is.<, � ci
w
2.01
5/8'52'N ru
1 97 0
9 0
I MPE P 22Sf,
d; ' )
9011
C)
C3
in C4
OW4&32
co
LO
U
c
0199
�m
11/05/2004 04:12 AM
PIIChUICk CoMtToCtors ' Inc
Job# 106141776
Nov 4,2004
Sheet 1/1 Rob Inglisa
20130
GARAGE
WORK AREA 3' x 5-
IN GRAVEL SHOULDER
CKkNNRMDON DEVICE WaNG
MPH TAPER TANGENT
SM70 40 80
3614S 30 60
25130 20
Pllchu�k - NOB 2004104280 3/3
Notes:
1. All signs and spacing to conform
to the MUTCD and CRV of Edmonds
Traffic Control specs.
2. Channelizing devices are 28'
traffic cones.
3. All signs ate 48" x 48" 8/0 unless
otherwise specified.
4. Alert affected residents.
5. Work to take place between 9 a.m.
& 4 p.m.
6. Work area will be I I O'S of C/L of
Cascade Dr & 21'W of CA of
Maplewood Dr
7. Maintain two 11' lanes.
CASCADE DR
0
0
B'GRAVEL SHOULDER
TYP BOTH SIDES
ib
cli
j@)
ROAD
--4
WM
AHEAD
LEGEND
2111 TRAFFIC CONE
WORK AREA
TRAFFIC FLOW
FI.AGGER
SGNAL LIGHT
W0RKVBPCLE
SIGN LOCATION
qX)T -Ct)7,
City of Edmonds Permit No:a
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date:
A. Address dFyicinity of Construction:.
B. Type of Work (be specific):
&_ YN WA a "o, 51
A
A
C. Contractor:
Mailing Address:
State License #:
City'Business License #:
D. Building Permit # (if applicable):
Phone:
Liability Insurance: Bond: $
Side Sew'er Permit # (if applicable):
'I
E. F-1 Commercial El Subdivision F1 City Project
EUC (PUD, IVERIZON, PSE, CE�VWSD)
r_1 Multi -Family El Single Family F1 Other
INSPECTOR: ly 1�71 A I
41
F. PAVEMENT CUT: F-1 YES [-I NO 0 G. SIZE OF CUT x
CONCRETE CUT: YES NO
Call for Pickup
G. Xmail Approved Permit
APPI.ICANT TO READ AND SIGN
INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless from
injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of
Edmonds or any of its departments or employees, including but not limited to the defense 9f any legal proceedings including tl�fense
costs and attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FORVORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMA TED RESTORA TION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH IS
COMPLETED B Y CITY FORCES, A T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
+ Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying -completion of the
required training in their possession.
* Restoration is to be in accordance with City codes. All street -cut' trench work shall be patched with asphalt or City -
approved material prior to the end of the workday — NO EXCEPTIONS.
* Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND A CKIVO WLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
ure:
Signat 14�0 Date:
licintractor or A I gent)
REQUIRED INSPECTIONS: 4M r-1 tVA L
Call 425- 771-0220, Ext. 1326for a 24-hour voice-reco�g�pection request line.
FINAL APPROVAL OF PERMITTED WORK: DATE: 08/,-V"
I
Inspector's Signature
C\Documcnts and SettingsTurtisNy Documents\Fomis\Engnrng\ROWpermit_.doc Revised 10/01103
Maplewood Dr.
Open trench in shoulder of
ROW approx 40 ft, and bore
driveway 16 ft, to extend and
bury CATV service drop
Comcast of CA/CO/TX/WA, Inc.
1525 75th Street SW
Suite 200
Everett, WA 98203
Contact: Kermit Benson 425.263.5362
North Drop
Node: EM1 3
20130 Maplewood Dr. - City of Edmonds
N
W E
S
NORTH NOT TO
SCALE
Work Details
Open trench in shoulder of ROW for approx 40 feet (m/1), and bore driveway approx 16 feet (m/1) to extend and bury CATV
service drop to 20130 Maplewood Dr. Install cable at 36" depth.
All disturbed areas will be restored to existing or better conditions.
Backfill material will be mechanically compacted to 95% of maximum density as spe cified by the City of Edmond& In tight
corridors hand trenching will be utilized to ensure protection of other utilities. Contractor must locate all existing utilities
impacted by this project.
Please see attached plans for restoration, erosion control and traffic control. Erosion control will consist of placing filter fabric
fence and/or sandbags along curbs and catch basins where necessary. Keep drainage system clean and functioning.
Remove all debris from the work site. Streets and roads will be cleaned both during and after installation of work.
PROJECT'S TIMELINE AND PROPOSED HOURS OF OPERATION:
0 Timeline — Up to 30-days past the issue date.
0 Work Hours —The entire project area will be conducted from 7:00 AM to /7-0 Mor
as specified by the Inspector.
Traffic Control Plans
1. The standards and guides of the latest version of the MUTCD or as set-up per
Code shall be followed at all times.
2. A copy of the Permit and Traffic Control Plan shall be on -site with all
contractors during the project.
3. All contractors will avoid parking on sidewalks and shoulders and will take the
lane -and follow the proper traffic control set-up for the given situation.
4. Pedestrian access shall be maintained through or detoured around all work
sites.
5. Please find attached the traffic control plans for the various types of work
sites that will be encountered during our project.
6. Flaggers will be used o nly when all other methods of traff ic control are
inadequate to warn and direct drivers. Only licensed flaggers will be used on
the project.
7. If situations occur when questions arise about proper traffic control set-up the
solution will be determined in the field with the ComGast Construction Rep.
and the Inspector. '
r on--
Qsi' dfii�6 idle's
If curb and gutters in project area:
Filter bags will be placed in catchbasins downstream of work site, and
Small check dams of pea gravel filled sandbags will placed within the
.-utter upstream of the caitchbasin.
Traffic control set-up for minor encroachment
ML
Traffic control set-up for lane closure
FLAGGER STAVION
, 0
100,
)ace
FLAGGER STATION
M.
�5J
'10
T U
AQ -A 7"
VY�3
Depth, Cleaning, Containment,
Compaction, and Restoration
T rq
Depth
36-inch minimum
-Compatible w/
other utilities 36"
Shoring required
at 4-ft +
Pavement Cuts
T-cut 1-ft wider
than trench
Neat -line saw -cut
or jack hammered
edge
:J
OP
9M
0 All trench backfill shall be mechanically
compacted to 95 percent of maximum density
using 1-ft loose lifts with whadker or 2-ft loose
lift with a hoe pack.
If proper compaction cannot be achieved with the
native material, new import material is required at
the 95 percent rate.
As an alternative, CDF can be used in a design
mixture approved by the Engineer,
"I
Ccbmcast
jhg -niftm,
., " W' a , I itai�
.: �L ? ) — p o
LEANING:All Streets and roads are required to
be cleaned and swept both during and after the
installation work.
4 Mechanical Vacuum is preferred method
CONTAINMENT: All un-restored shoulders or
mate rial storage areas are required to be contained
with reflective barricades.
ESP
'41511RI-105"
All'disturbed areas shall be restored to
existing or better conditions
Trench parallel to road:
Shoulder - Match existing surface conditions
Pavement - 6 1/2 inches of crushed surfacing material
and asphalt concrete Class B at 2- inches minimum or
same thickness if greater..
Trench across road (inunediate cold rr�x patch):
Asphalt - Permanent hot mix patch at same thickness
or 2-inches and sealed within 30 days,
Concrete - saw cut and pored with"mastic joints, eight -
sack rnix, either type II of III cement, within 30 days,
I
CASCADE DR
30.0
5.0
60
-0
4.0
W/m
20130
0
0
f Eo* -AS—BUILT
CITY OF EDMONDS WATERLINE
0
ADDRESS HOMEOWNER
ta 20130 MAPLEWOOD DR
CONTRACTOR SCALE
CLASSICO HOMES NTS
DATE DRA VOJ PE.RMJT
�at, 1890 1 01/31/2005 IBY I SIBREL NO- 2004-10653
City of Edmonds Permit No:
RIGHT-O.F-WAY CONSTRUCTION PERMIT Issue Date:
A. Address or Vicinity� of Construction: Z &A A P L E. WOO t) 'C> R I \1 5.
B. Type of Work (be specific): r45770 A L R 6 U 6 POWER FOR C'Ljk,%_V/CV
qoh&r-.s EaRkNIG. t�iRkVF_ A4M C_ASr_AhiE DRWE
-ra WE coRMFUt or Z01-30. IZZ'M�T_AL r 3" Vc
kfo. C 0. P u 1> Contact: 150' a KA K4,L
Mailing'Addiess: Z1018 k,_\,VY q1 Phone':' -4Z*S!n'(670,-3Z I
M q'S Q Z Liability Insurance: Bond:,$
Side Sewer Permit # (if applicable):
D. Building Permit # (if, applicable):
E. r-1 Commercial El Subdivision. 'EJ CityProject F1 EUC (PUD, VFR' IZON, PSE, AT& T, OVWD)
F amily Fj Other
Multi-F Single FAmily
INSPECTOR: _w�
F. PAVEMENT CUT:. F1 YES El NO- G.- - SIZE OF,CUT X
CONCRETE CUT: [I YES 13 No.
Al'ILICANT TO 11EAD AND SIGN
INPEMNITY. Applicant. understands by hiVher signature to this application heshe holds.the City..of Edmonds harmless from
i . nj . uri . es, damages or claims of -any kind or� descr�ption whatsoever, foreseen or un/br'eseen, that may, be made, against, the City of.
Edmonds or any of its departments or employees, including but not limited'to the defense -of a�y legal proceedings including defense.
cos and attorneyfees by,ieas'on -9fgranting this permit.
,THE CONTRACTOR 1S.RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF4 ONE- YEAR, FOLLOW[NG THE FINA L
]N�PECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES 97LL BE. HELD UNTIL THE FINAL STREET.PATCH IS
COKPLETED BY CITY FORCES, AT RIHICH TIME A DEBIT OR. CREDIT WILL BE PROtESSED FOR ISSUANCE TO. THE APPLICANT.
Traffic control and'i'tiblic safety. shall ,be -'in 'acctrda,fice with City regulations as' required by the City Engineer; Every
Must be trained., as, required. by MAC) 296-155-305 and �miust have Fertification verifying, completion of the
d training in their, possession.
Restoration is to biAn' 'keordance witli City codes. Ail street -cut. ti ench work.shall be 'patched with asphalt or City -
approved material prior to the end of the -workday - NO EXCEPTIONS.
4 .4hree sets,of constructi6ndrawings of proposed work are required with the permit application.
CALL DIAL-A-DI.G (1-800-424-5555) PRIOR TO�BEGINNING WORK
Ik4VER'EAD THEABOVE . STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THATIMUSTMAKE THEPINK.COPYOF THE PERMITA VAILABLE-ON SITE A TALL TIMES FOR INSPECTIONS
Date: Z 15
Signature:, eAL�
k%- U11LrU1ZLUr Ur iAgV11t)
FOR CITY USE ONLY
-0 471
Ri ht-of-way Fee"'It//,") 9-/ t
Approved by:,. r",c /4�0 .9
V0
Time Authorized: -Void After 4 0 0, 4 Pisruption Fee/Fund* ill:,
Special 'Conditions: k6l"Mx,r Raw Tn A-" x 0j 0 noL._. 4"'zw-,
Brs-r-rege co.N-biint�.tj. 1UA1M'rA'i't,% 1�k k4l h# :-- F M j2A j)NTotal, Fee. -.-A 2 75,0
r-kcA, ALt- C-IT-y r) P 4C�Q A4 0 V I'S 1) 7-il i re�, r F e 'Receipt No:
S'rvlo2s(4) AtF4T- 4pi�e�rca Assuedby:. Cky&111::,U
6
COMPLETION--O F PERMIT TED
INSPECTION IS RE ' QUIRED PEWCHAPTER 18.00 OF THE,.EDMONDS
COMMUNITY DEVELOPMENT CODE (Phone 2771-0220, Exit. 1326)
DATE:
FINAL APPROVAL OFPERMITTED WORK.
Inspecto �_Signature
...... .. . .. .. .. ... . For inspection requirement& see' Engineering In " §p.ef! ion Information handout.
-NO WOIZK SHALL BEGIN I'MOIZ TO I'EIMIT ISSUANCI',-
DAMy Documents\Forms\Engnmg\kO)Ypermit—�doc
LANE CLOSURE BEYOND AN INTERSECTION
(WORK AREA ON THE THROUGH ROAD)
W120-1
W20-4 R
F-
m
Ld
Lli
W20-7A
bb
04
I SNOHOMISH COUNTY
ERIOEM
I KIBLIC UTUTY DISTFUCT NO I
PROJECT.
LOCATION
ENGINEER
PHONE
SIT10
A
E,
W20-1
SPEED'
LIMIT
SIGN
SPACING
AB,C (FT)
BUFFER
(FT)
25
200
55
30
200
85
35
350
120
40
350
170
45
500
220
50
500
280
1 55
500
335
BUFFER
I TAPER
1-50'MIN
100'MAX W20-1
A wm
APPROVED AS NOTED
� BY-,,.-, GINEERING
Y.
Date:
W20-7A
m
W20-4
EAD
RaAU
W20-1
TRAFFIC CONTROL PLAN
DATE
WO NO
.2
PAGER/
CELLULAR
r1;5z0W_WMM
LFL UA 0, PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY
LOCATION 20130 Maplewood Dr Edmonds, WA 98026 South County ARE
POLE NO. NW 1/4S 19 T27 R04 . DATE 8/25/04' w-6. NO. 342726
REASON FOR WORK Install.UG 'sec ped ENGINEER Kakaley TASK 06
for Classico Homes DRAFTER U.G. NO.
gas ALE nts
DATE WORK COMPLETED APPROVED
& DATE PRINTED
FOREMAN
FEES REQ'D a YES 0 NO
PRIMARY OVERHEAD
• RESIDENTIAL
• COMMERCIAL
LEO NO.
SECONDARY OVERHEAD
BASIC FEE S
,METER/CONV.POLE
PRIMARY UNDERGROUND
0 RESIDENTIAL
0 COMMERCIAL
BASIC FEE 3-
LEU NO.
I @S
I =$
SECONDARY UNDERGROUND
BASIC FEE
3
'QS
I=$
UNDERGROUND PLAT
BASIC FEE
S
q FT.@S
STREET LIGHTING
FTAS
WORK IN RIGHT OF
WAY
0 PRIMARY
0 SECONDARY
(L FT.@$
MISCELLANEOUS FEES
VAULT S
PERMIT S
iob cost S
TOTAL DUE S
DATE PAID
RECEPT NO.
NEW SVCE APPLICATION
ENVIRbNMENTAL ANALYSIS
0 EXEMPT 0 NOT EXEMPT
PARA. 18 ITEM C
O.H. U.G. COND. KV
ADD CKT. FT. PH
REM CKT. FT. PH
NET CKT.FT.
O.H. U.G. COND. _KV
ADD CKT. FT.-- PH
REM CKT. FT. PH
NET _CKT. FT..
PERMITS (DATE GRANTED)
0 TREE TRIM
* STATE
* COUNTY
* CITY
0
EASEMENTS
0 REQUIRED 0 NOT REQUIRED
DATE RELEASED
FOREIGN CONTRACTS
* VERIZON JFIN NO.
* CATV JPN NO.
* JOINT TRENCH VERIZON & CATV
* JOINT BORE VERIZON & CATV
0
POLE STENCILING
FROM TO
TAKE OFF POLE
PRE-CONST. REQUIRMENTS
* TREE TRIM 0 PUD LOCATOR
* BACKHOE E FLAGGING
* ONE CALL DATE
No. on form
READY
PHASING
GIS
WORKING POLE/
XFMR
DMS
FINISHED
1 LINE
JOINT USE
AGE 454H-5
LEGEND: FL7oCATION MAP P
0 EXISTING POLE
X EXISTING POLE -TO BE REMOVED
0 NEW POLE
X NEW POLE TO REPLACE EXISTING POLE
DATE
SUBSTATION MopleWood
CIRCUIT NO. 12-346 PHASE 2
ENGR'S TEL. *
F425-670-3214'1
ENGR'S PAGER 0
525-787-15231�
N
Remove - 65' of existing 4/0 UG Al triplex from pole
to existing ped and replace it with - 65" of 350kcm
01 triplex
122' of 3" PVC from existing ped to new ped location
to be installed by PUD contractor on Task - 05
Set UG sec ped as staked(lU801)
Run - 13.5" of 350kcm Al triplex f rom ped to ped
--- ------ 2-74
SL-2306-D
IJBA-7
5/ 26"
bore P
25 2-76
C cn s c c-j d e Dr 4 0' bore 20125
P
'0
20130
0
C:
'0
'0
ON
0
CL
a
E
:3
<
CITY COPY 1)",
RFCFIVF—D
MAY 0 5 20
PERMIT COUNTER
APPROVED AS NOTED
BY ENGINEERING
Date:
LO ..
fo�
Lot Coverage
L T �M� .1- . �
LO �T
- - - - - - - - - - - - -
�RA� M�A� A�� - e�
F
OWNER/CONTRACT( OR IS RESPONSIBLE
FOR EROSION AND DAMAGE
I
RVC I E1101 V E D
mm 1 7 04
Height
Calculation
PERMIT COUNTER
CASCADE ID91VE
— —
— — — — — —
TOT- IV�
4V� 5Y 4 . =W A�PAGE C�
-5.. .25._V. . 01-1 E
WATER 8, s;:w;:o
A?Ztc
10
10 Z0, 7�:.)
PC"-
INSPECTIONS REQ'D. -ro -rJ *_;:%jsT suts -ro
CALL 425-771-0220 EXT. 1326 CITY COPY
�Okcm--(o W%LL fw-
%9
PERMI, COUNTER
W4�
%
M�y
J\ I
L
7-1
too
[02-
12
�A-Tt�K -A 1- �� I - 4 97 4�f,
Legal Description
LM 0.
Lot
Coverage
LM APU�
CO3Vk*M Ab A FVWZVO� M LM APMA - *A�
-- - - - - - - - - -
Height Calculation
hA MP
OV Y PLANPING
GA6CADE DRIVE - - - - - - -
yIq 0
'A
�rj �Wfc,
DFINr"y
ACIC.CMIK
Res i emr-e \I/
pow
rc� .1
IftW
CITY COPY
R F- r- E I V ED
MAY 0 5 2wk
PERMIT coUNTEII
�2
I a F®r
ZONE
0,
FR
,SqI E to'
RENR 61'_
OTHER -
HFIGHT��7--.--
RECEIVED
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAMEMAME OF BUSINESS
6qT-f��-r
CITY ZIP JT4EPHONE,
o-7 L/
W40\V - 4" "
NAME
F76WDI�� J, mvfjf,�j
ADDRESS
`2 44-14
A
CITY ZIP 7T.ELEPHONE
0 ,
oLr A —
-7 W 11:��
NAME #
ADDRESS v�
5 F �'Pj
CITY ZI?, TELEPH9NE
,I e177
MOO;-) wo/
5f/ I
J— - I,
STATE LICENSE NUMBER 177EYY
ACCOUNT PARCELN0 1 .1 1.. . .1
i0x:� `70'0�C;i 1�p
NEW RESIDENTIAL MBING / MECH
COMPLIANCE OR
ADDITION COMMERCIAL CHANGE OF USE
REMODEL(— MuLnFAmiLy SIGN
REPAIR G
/7DIN FENCE
4� CYDS [3 X� FT)
OTHER
DEMOLISH TANK
GARAGE RETAINING WALL F:RE SPRINKLER
CARPORT ROCKERY � F RE ALARM
(rYPE OF USE. BUSINESS OR ACTWITY) EXPLAIN:
NUMBER NUMBER OF
OF DWELLING, AREAS
CRITICAL
STORIES UNITS NUMBER
DESCRIBE WORK TO BE DONE
50467kr-, FIQ*N)�-y
67A0- & 5--
FL�r,� 7=
�,46 5v- . `A,2�-
SOURCE I , - GLAZING %
PLAN CHECK NO: VESTED AT
/� &I -IL", �z I WCiw
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK To
I= BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUSILIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
IN INTEREST. AGREES TO INDEMNIFY: DEFEND AND HOLD HARMLESS THE CITY OF
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY: WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0 NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION."
zi
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTUQRIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LAk8R\C
M aO
%F THE STATE OF WASHINGTON RELATING TO
WORKMEN'S eaMPENSATX I N AND RCW 18.27. j
OR UENTY/1 I I DATE
O�F<
ISO PERMIT EXPIRES
USE PERMIT
ZONE
NUMBER C&MIL,
JOB
ADDRESS
I SVITE/APT#
PLAT NAME/SUBDIVISION NO.
LOT NO.
LID NO.
LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approved
Rw Pennit Required
Street Use permit Retrd
EXISTING 09!f:� PROPOSED
Inspection Required
��
Sidevralk Required
REQUIRED DEDICATION
FT
Underground
Wiring required
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
I � 11 1
1,; ?.1 ?7
YEA NO 13
REMARKS
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
A ,.All 111114-61070.ifille A.(W.dL 414�--PrA I A tY K- 0
6161
DATE
FIRE REVIEWED BY 1111f A DATE
z
z
Lu
U.
VARIANCE OR CU
SHORELINE ORADB#'jj
INSPECTION
I
)REQ'D
I PBOND
OSTED
I g
PYES' ONO
$
SEPA REVIEW
SIGN AREAV
HEIGHT
?ALLOWED
COMPLETE EXEMPT
ALLOWED PROPOSED,,,
OSE
PRO q
,
I
P
LOT COVERAGE
REQUIRED SETBACkS (Ffj��
-PiiOPOSED SETBACKS (FT.)
ALLOWED PROPOSED
yo
FROW, SIV Rf�,kl`!
FROFT Lip SIDE REAR /
9,
a
z
35 j,9,q%1j&g
%. a5, 10'151L15
to'
W� , i
z
PARKING
LOT AREA
PL"ING R DATE
RT I PRIDED 1,
1
1
REMARKS
CHECKED BY
TYPE OF CONSTRUCTION
)E
OCCUPANT
GROUP
SPECIAL INSPECTION
REQUIRED [].YES
JAREA
FCCUPANT
LOAD
REMARKS
PROGRESS'INSPECTIONS'PER UBC I OR/FINAL INSPECTION REO'D
z
umg
72
VALUATION
Description
F�,EE
Description
FEE
Plan Ch
,,eck
State Surcharge
o041,57C)
,,BuildiingIP
City Surcharge
�P
...IumbilAgJ
Base Fee
Mechanical
Grading
I 1q0
Engr. Review
Engr. Inspection—
IJQQ 00�
Fire Review
Plan Chk. Deposit
Fire Inspection
Receipt #
Landscapeinsp.
Total Amt. Due
:50?4?
Recording Fee
Receipt #
CALL
FOR INSPECTION
(425)
771-0220
EXT 1333
APPLICATION APPROVAL
This application Is not a permit until signed by the
Building Official or his/her Deputy: and Fees are paid, and
receipt Is acknowledged In space provided.
0 =CIIGN�JRE T;E�
f A^ _7/
4
REL%EtD �Y 7" -0 E
, ,d -
--5, -,,,A.
kiT IS Uf&AWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 2z(44/41
A/FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- f #
ORIGINAL -FILE YELLOW INSAECTC
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK -OWNER GOLD -ASSESSOR
09/03 PRESS HARD -YOU ARE MAKING 4 COPIES
0
0
0
A
NORTW
//A
Legal Desc
ription
LOT 01
M714�06, WAWW.TCN
Lot
Coverage
LOT AREA
as,2W &ZIAM FWT
L= =IMAM Ab A Pot=NTAM CP LOT AMA - MAW%
— — — — — — — — — ---
— — — —
la-V
L--------
CASCADE Df�,IVE
12'31*E
V
H eight Calculation,,,,.
PONT : A WWAV
POW 0 10425 x
PONT. C "151 W, 0 BY P?NNNG
, �
'so
TOTAL AD" 6q
4WjW ENWOM BY 4 . MW ?'%AX~ AYERA02E C-FAVE
W2bC' - 2b'-W - 121W'MAXM" ALLOWA15LE 14EIC*ff
1212449' ACTUAL FOOM ELEVATKN
d
DMVEWAY
i I --- [— 1 0 r, e \ I / �
I I - Req!���
UNPM
,POR=4.
— — — —,7�'— — —
Nft'23'32'W
Im.m.
�—pom V
R F- C V F. D
MAY 20
PERMIT cOUNTER
VV^L- 11.1-1 -1�2
ZONE
SETBACM.
FRaff--
q F: �-5 10
,SID
REAR
OTHER
HEIGHT
r- r
STREt - i FILE
0
NORTW
Legal Description
LOT 13,
EDMONDS, WASHNGTON
Lot
Coverage
LOT AREA
0,230 OQUARE FEET
LOT COVER
— — — —
2808 SGUARE FEET
— — — — — — — — —
LOT COVERAGE AS A PERCENTAGE OF LOT AREA - lbjM%
POINT A.
lw,m.
— — — — — — — — --
F
11
01-0.
L- - - - - - - - -
GA5CAIDE DRIVE
60'.0' RIGWT CP WAY
44/,
C424CRETE
DRJVEWAY
Heicht Calculation
POINT A 0000
PONT 15 :04.2b
r
POINT _ 104.15
POINT 0 101"
TOTAL 41000
4?0j= DIVIDED BY 4 - 102W MAXIUMUM AVERAGE GRADE
102DO' 25'-V" - 121W'MAXIMUM ALLOU14BLE WEIGW
1212448 ACTUAL RIDGE ELEVATION
Q)
10425
PONT
SIDE
T�
WNCRETE
DRIVEWAY
DICK I I \
Res I efice \j/
I Old
"RACE
UNDER
COVERED
POINT 'A' POINT V
101", 104.1b,
NS%'23'b2'W
RECEIVED
MAY 0 5 2004
PERMIT COUNTER
STREET FILE
I
io
STREET FILE
RECEIVED
mAy 0 5 2004
PERMIT COUNTEF
�, d h.,
APPROVED AS NOTED
B G
Date:
Legal Description
LOT 13,
EDMONDS, WAOWW.TCN
Lot Coverage
LOT AREA 0,230 SCAIARE FEET
LOT 0MIERAGE 2809 SCALARE FEET
- — — — — — — — — — — — -
LOT COYERAC-E AS A PERC-ENTAGE OF LOT AREA ISD0%
210
Ns-wllzayi.ld
I
OWNER/CONTRACTOR IS RESPONSIBLE
FOR EROSION CONTROL AND DAMAGE
Heicht Calculation
POW: A 00"
POW 5 ;04.25
POW C 04.15
C,45CADE PfRIVE POW -D 01"
— — — — — — — — — -
TOTAL 410"
60'.0' FRtOWT Or WAY 410,W DIVIDED BY 4 - 102W MAX1U1W AVERAdE GRADE
102W' 25'-0" - 121W' MAXIMUM ALLOWABLE IIEIGW
WATER & SEWER 1212448 ACIUAL RJDr.E ELEVATION
fgla)
REcE:jVE:D
JUN 17 2004
PERMIT COUNTER
E";TREET FILE
INSPECTIONS REaD, � -*
CALL 425-771-Wo EXT, 1326
'-fmJ01,01, -1 s-rvw —ro vv4r--j rT ctW Im
x GO"-,,,uV
AGE 1(24f
2:13'
C40NCIRM
DPJ,-ooEWAY
4 Y,
120INT
104.25'
41
Y
COW-IRETE
MVEWAY
V
4-
Res 1 vl C. e
1101 V/
R
X+�
/POF;CW
'A� POW
104.15
-aptcAL -ro
RECEIVED
MAY 0 5 2004
PERMIT COUNTER
410.0 LA
ell
1-7
IMPE' ItVIOUS SURFACES.
HOUSE: 3,368 SF
DRIVEWAY AN]:) WALKWAY: 1,934 SF
TOTAL: 5,302 SF
0
MERIDIAN
PLAT
GRAPHIC SCALE
-10 ;0 5 10 20
6m mm
I ME mm Emmom ffm
(IN FEET)
1 In ch = 10 ft.
NOTCH WEIR 99.�2
LENGTH=0.16*
2' DIAMETER
97.2 DETENTION PIPE
SET OVERFLOW AT TOP
OF DETENTION PIPE
6" PVC -OUT
91, M SECURE lwirH ADHESIVE
IN
DRILL 0., 85" DIAMETER
ORIFICE IN, CENTER OF CAP
CONTROL STRUCTUR
CB#2 r--j TYPE 1-L
NOT TO SCALE
NOTES:
LOCKING FRAME AND GRATE 1. CATCHBASINS TO BE CONSTRUCTED IN
(SEE STD DWG 5-180 FOR ACCORDANCE WITH ASTM C 478 (AASHTO M
DETAILS) 199) & ASTM C 890 UNLESS OTHERWISE
SHOWN ON PLANS OR NOTED IN THE
NOTES:
1. CONCRETE INLET TO BE CONSTRUCTED IN ACCORDANCE
WITH ASTM C 478 (AASHTO M 199) & ASTM C 890 UNLESS
OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA
SPECIFICATIONS.
2. REINFORCING SHALL BE EQUIVALENT TO WELDED WIRE
FABRIC -HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497
(AASHTO M221). WIRE FABRIC SHALL NOT BE PLACED IN THE
KNOCKOUTS.
3. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE
ROUNDED.
4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR
KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF
2" MINIMUM.
5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM
DIAMETER OF 17". KNOCKOUTS MAY BE EITHER ROUND OR "D
SHAPED. PIPE TO BE INSTALLED IN FACTORY SUPPLIED
KNOCKOUTS.
6. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE
OUTER DIAMETER PLUS CONCRETE INLET WALL THICKNESS.
7. THE TAPER Ott THE SIDES OF THE PRECAST BASE.SECTION
AND RISER SECTICN SHALL NOT EXCEED 1/2" PER FT.
8. CONCRETE INLET FRAME AND GRATE SHALL BE IN
ACCORDANCE WITH THE WSDOT/APWA SPECIFICATIONS AND MEET
THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION -
RR-F-621D. MAT114G SURFACES SHALL 13E FINISHED TO ASSURE
NON -ROCKING FIT.
:9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN
OR CAST INTO RISER.
r-AlUtIlILT
CQU & 4VTT#R
V R
V BATTER
VR
0.05 FT/FT
_1 I ...... ........ ----------_-
NdTESi
1, FORMS SHALL BE TRUE TO LINE AND GRADE
AND SECURELY STAKED.
2. THRU JOINTS SHALL BE PLACED ADJACENT
TO CATCH BASINS, q
3. EXPANSION JOINTS SHALL BE EVERY 10 FEET
AND DUMMY JOINTS EVERY 5 FEET.
4.. THRU JOINTS SHALL HAVE 1/2' TO 5/8' WIDE
PREMOLDED JOINT FILLER.
5. CONCRETE SHALL BE CLASS 3- 300OPSI.
6. FINISH SHALL BE LIGHT BROOM.
7. CURB SHALL BE SPRAYED WITH CLEAR CURING
COMPOUND OR SHALL BE COVERED AND KEPT MOIST
FOR 72 HOURS.
8. ALL SIDEWALKS POURED BEHIND CURB IN
DRIVEWAY AREAS SHALL BE 6' THICK OVER 2' OF
CSTC VITH SUBGRADL'COMPACTED TO 95% MAXIMUM
DENSITY,
STANDARD TYPE "A" CURB/GUTTER DETAIL
2. REINFORCING SHALL BE EQUIVALENT TO
WELDED WIRE FABRIC HAVING A MINIMUM AREA
OF 0.12 SQUARE INCHES PER FOOT. WELDED
WIRE FABRIC SHALL COMPLY TO ASTM A 497
(AASHTO M221). WIRE FABRIC SHALL NOT BE
2"X4"X8" SOLID BRICK
PLACED IN THE KNOCKOUTS.
USED FOR FINAL ADJUSTMENT
TO GRADE. 6" HIGH MAX.
3. THE BOTTOM OF THE PRECAST BASE
SECTION MAY BE ROUNDED.
4. PRECAST BASES SHALL BE FURNISHED WITH
CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL
HAVE A WALL THICKNESS OF 2" MINIMUM.
5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH
MAXIMUM DIAMETER OF 28". KNOCKOUTS MAY
BE EITHER ROUND OR "D" SHAPED. PIPE TO BE
6" OR 12" CONCRETE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS.
RISER SECTION
CLASS 4000 CONCRETE
.6. KNOCKOUT OR CUTOUT HOLE SIZE IS
EQUAL TO PIPE OUTER DIAMETER PLUS
CONCRETE INLET WALL THICKNESS.
.7. THE TAPER ON THE SIDES OF THE
:PRECAST BASE SECTION AND RISER SECTION
SHALL NOT EXCEED 1/2" PER FT.
8. CONCRETE INLET FRAME AND GRATE SHALL k
PRECAST BASE SECTION BE IN ACCORDANCE WITH THE WSDOT/APWA
(MEASUREMENT ATTHETOP SPECIFICATIONS AND MEET THE STRENGTH
OF THE BASE) REQUIREMENTS OF FEDERAL SPECIFICATION
RR-F-621D. MATING SURFACES SHALL BE
FINISHED TO ASSURE NON-ROCkING FIT.
9. FRAME AND GRATE MAY BE INSTALLED WITH
FLANGE DOWN OR CAST INTO RISER.
CONCRETE INLET
C F3 #4 -TYPE - I '-_sUBBLE - tl.P
To P 74, 'f 5 vtoi�gIN4 61ROTE� I I
I E (5) = 12.0 -1 f4 A/
FXTENP CUP,13 9, 440rTER 2' +/- AROUND
NEW CB * Ifl ORPER To cqpTui?E - 4 I?ooTE CiqSCADE IDRIV"
gul38LE up F14W VjES-rW4j?j? POWAt EK15-rIN6 6,1ATTE7, Llt4E.
TV V _- "Il;p- i
wll'ocxm4 SOLID L_IP
! / / f;-;JP' COMPACTED
NATIVE MATERIAL
CONSTRUCTION SEQUENCE:
1. CALL ENGINEERING INSPECTION LINE (425-771-0220 ext 1326) TO
2' DIA. DETENTION PIPE
SET UP A PRE -CONSTRUCTION MEETING WITH OWNER, CONTRACTOR,
DESIGN ENGINEER AND CITY ENGINEER.
TRENCH FILLED WFTR_
314" TO 1-1/2" WASHED 2. CONTRACTOR IS TO PROVIDE DUST CONTROL MEASURES AS
... GRAVEL OR PEA GRAVEL- REQUIRED INLCLUDING STREET SWEEPING.
2' MIN COVER
"N, 3. ROUGH GRADE, INSTALL STORM SYSTEM PER PLANS.
4. DESIGN ENGINEER SHALL INSPECT KEY PROJECT ASPECTS DURING
A CONSTRUCTION.
5. FINAL GRADE, PAVE AND LANDSCAPE.
3,
4"
EROSION CONTROL NOTES:
1. DURING CONSTRUCTION, STRAW OR OTHER MATERIAL TO COVER
DETENTION PIPE BODDING DETAIL EXPOSED EARTH SHALL BE ON LOCATION AND READY TO USE. IF THE
I I NEXT WEATHER DAY FORECAST IS RAIN, THE SITE SHALL BE COVERED AT
NOT TO SCALE THE END OF -THE DAY. THE SITE SHALL BE COVERED IF THE NEXT DAY
IS A NON -WORKING DAY.
2. SOIL STOCKPILES ARE TO BE COVERED WITH VISQUEEN WITHIN 24 HRS.
3. IMMEDIATELY FOLLOWING FINISH GRADING FINAL LANDSCAPING IS TO BE
INSTALLED OR HYDROSEED OR MULCH TO AREAS OF EXPOSED EARTH.
6" OR
12"
LOCKING FRAME AND GRATE
(SEE STD, DWG 5-180 FOR DETAILS)
2"X4"XB" SOLID BRICK
USED FOR FINAL ADJUSTMENT
TO GRADE. 6" HIGH MAX.
6" OR 12" CONCREIE
RISER SECTION
CLASS 4000 CONCRErE
6" CONCRETE
REDUCING TOP SLAB
CLASS 4000 CONCRETE
PRECAST BASE SECTION
(MEASUREMENT AT THE TOP
OF THE BASE)
CATCHBASIN TYPE "i-L
PUGET DR
196TH ST. SW
I/ PAR
CAS AIDE
Ld 04
> lo� SI TE
SIERRA ST.
0 0
z 0
cv
Lu
_j
MAIN ST.
YOST/ 7
W
PARK 0: un
WALNUT a �A
3 212TH
VICINITY MAP
RIGHT-017--WAy CONSTRUCTION PERMIT PRIMARY CONTACT:
APPROVED AS NOTED AND INSPECTION REQUIRED APPLICANT/OWNER/DEVELOPER:
B I-NGINEERING CLA.SSICO HOMES
liluIJ4 ATTN: JOE SCHMAUS
Date: PHONE: 206-972-0928 pL 7
FAX: 425-771-7829
Tiw-
APPROVED FM' CONSTRUCTION SITE ADDRESS:
INSPECTION NOTE: 20130 MAPLEWOOD DR.
1. CALL THE CITY ENGINEER INPSECTION LINE (425-771-0220 EXT. 1326), EDMONDS, WA 98026
24 HOURS IN ADVANCE FOR ALL ENGINEERING INSPECTIONS.
CITY ENGINEER DATE PLAN CHECK #: 04-164
ILE
REVIS[ON 41 ADP 8df3t3LF=- UP Cf�2 APP 0k8 4 i�;UTVE�k PUT/4/L, AI>P I M*fERVIOU.5 ARE -A V/41-uES. To TH15 Pl-iqN 1)/M, 6 -30 -04
UTILITY CONFLICT NOTE: PREPARED BY:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR 10
VERIFYING THE LOCATION, DIMENSION AND DEPTH OF DRAINAGE DESIGN
ALL EXISTING UTILITIES WHETHER. SHOWN ON THESE DONNA L. 11,R-ESKE, P.E.
PLANS OR NOT, BY POTHOLING THE UTILITIES AND /w 0
SURVEYING THE HORIZONTAL AND VERTICAL t%l 6621 FOSTEE SLOUGH RD.
LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL FOR
INCLUDE CALLING UTILITY LOCATE AT
1-800-424-5555 AND THEN POTHOLING ALL OF -27367
THE EXISTING UTILITIES AT THEIR LOCATIONS OF NEW GISTE 10 SNOHOMISE, WA 98290
UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER L CLASSICO HOMES
334-9980
OR NOT CONFLICTS EXIST. LOCATION OF SAID.i"' PHONE: (425
UTILITIES AS SHOWN ON THESE PLANS ARE BASED
UPON THE UNVERIFIED PUBLIC INFORMATION AND EXPIRES: 1717075YO 57
ARE SUBJECT TO VARIATION. FAX: (425) 334-7380 SCALE: 1" 10' DRAWN DATE: 06/16/04 SHT NO. I OF 1
I
ral No-,-,- s,
1.0 GENERAL
THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY
DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES,
AND THE SITE CONDITIONS SHALL BE REPORTED TO THE OWNER, WHO
SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE
CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE
CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE
DIMENSIONS AMONG ALL PR4WINGS PRIOR TO PROCEEDING WITH ANY WORK OR
FABRICATION. THE CONTRACTOR 18 RESPONSIBLE FOR ALL BRACING AND
SHORING DURING CONSTRUCTION.
1.1 CODES
ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
REQUIREMENTS OF THE CITY OF EDMONDS: ISS"? UNIFORM BUILDING CODE
(U15C), AS AMENDED AND ADOPTED BY THE CITY OF EDMONDS AND THE STATE OF
WASHINGTONt A.C.I. 316, 13TH EDITION, AND A.I.T.C. 3RD
EDITION.
1.2 DESIGN CRITERIA
A. LIVE LOADS
ROOF (SNOW) 25 P_a4=
FLOOR RES 40 PSF
FLOOR DECKS 60 P_a+:
B. LATERAL LOADS:
ALLOW 33-1/3% INCREASE IN STRESSES FOR WIND AND SEISMIC FORCES.
LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE FLOORS TO
SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, WHERE
ULTIMATE DISPLACEMENT 18 RESISTED BY PASSIVE PRESSURE OF EARTH AND
SLIDING FRICTION OF EARTH. OVERTURNING 19 RESISTED BY THE DEAD
LOAD OF THE STRUCTURE.
1. WIND: EXPOSURE 5, BASIC WIND SPEED = 80 M.P.H, PER U5C
2. SEISMIC - ZONE 3 PER UIBC
1.3 SOIL DATA
FOR LOCATIONS SEE SOILS REPORT. SOIL BEARING 6 CONT. SPREAD
FOOTINGS = 2000 PSF. ALLOW 33-1/35". INCREASE FOR LOADS FROM WIND OR
SEISMIC ORIGIN. EQUIVALENT FLUID ACTIVE PRESSURE AND PASSIVE
FRE65URE ARE 35 PCF AND 300 PCF, RESPECTIVELY.
2.0 SITE WORK
2.1 EXCAVATION
EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM
UNDISTURBED MATERIAL. AREAS OVER -EXCAVATED SHALL BE 5ACKFILLED
WITH LEAN CONCRETE (F'c = 2000 PSI), OR BE STRUCTURALLY FILLED PER
SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S EXPENSE.
2.2 BACKFILL AND COMPACTION
5ACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS,
5CREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR
CORROSION. USE ONLY MATERIALS APPROVED FOR 5ACKFILL. IN AREAS
UNDER SLA55 OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE,
PLACED IN ro-INCH LIFTS AND COMPACTED TO AT LEAST 13551- OF MAXIMUM DRY
DENSITY AS DETESMINED BY AA5HTO COMPACTION TEST, PROCEDURE T-160,
THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL.
3.0 CONCRETE 5 SACKS OF CONCRETE FER CUBIC YARD
3.1 GENERAL
ALL CONCRETE -SHALL 15E HARD ROCK CONCRETE MEETING REQUIREMENTS FOR
"ULTIMATE STRENGTH TYPE CONCRETE", PER ACI 301, "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDING." PROPORTIONING OF INGREDIENTS FOR
EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE
GIVEN INACI 301. PLACE CONCRETE PER ACI-304 AND CONFORM TO
ACI-604(306) WINTER CONCRETING AND ACI-605(305) FOR HOT WEATHER
CONCRETING. CONCRETE SHALL BE PLACED TO AVOID SEGREGATION,
HONEYCOM51NG OR POCKETS. USE INTERIOR MECHANICAL V15RATORS WITH
1000 RPM MINIMUM FREQUENCY. DO NOT OVER -VIBRATE. CONCRETE SHALL
BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS.
PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND
EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING.
PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT
LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOWN ON THE DRAWINGS.
ALL TIES AND ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURFACEi
SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM
IRREGULARITIES.
3.2 STRENGTH
TWENTY-EIGHT DAY COMPRESSIVE 5Tf;?r=NGTHS SHALL BE:
SLA55 ON GRADE : 2500 F61i MAX SLUMP 3" (UNSUPERVISED)
FOOTING 4 WALLS. 2500 FSI± MAX SLUMP 4" (UNSUPERVISED)
THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOLITH
ISADDED TO ALLOW HIGHER SLUMPAND GREATER WORKABILITY WITHOUT
CHANGING THE WATER CONTENT OF THE ORIGINAL MIX DESIGN.
PROPORTION MIX ACCORDING TO U5C_ IcJO4.
f
3.3 MATERIAL - CEMENT, WATER & AGGREGATE6 PER ACI 301
A. CEMENT MUST CONFORM TO A6TM 150, TYPE I OR TYPE 11. ENGINEER'S
APPROVAL 15 REQUIRED FOR USE OF TYPE III CEMENT.
5. WATER TO BE CLEAN AND POTABLE.
C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM-C33.f
3.4 MATERIALS
A. WATER REDUCING ADMIXTURES: MUST CONFORM TO ASTM-C4?4, POZZOLITH
.344N, POZZOLITH IOOXR, OR POZOLITH 122HE. POZZOLITH -SNALL BE
INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDA'4CE WITH THE
MANUFACTURER'S INSTRUCTIONS "SYNERGIZED PEF;;I-ORMANCE SYSTEMS"
CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE
CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL ADMIXTURES
AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONr.ITIONS AND THE
CONTRACTOR'S JOBSITE REQUIREMENTS. MAXIMUM SLUMP FOR
"SYNERGIZED PEI;;i�FORMANCE SYSTEMS" CONCRETE SHALL,NOT EXCEED all.
USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDAtIONS.
5. AIR ENTRAINMENT: CONFORM TO ASTM-C260 AND ASTM-;4'34, M5-AE-10
BY MASTER BUILDER. ENTRAIN 5% +/- 1510 AIR BY VOLUIE IN ALL
EXPOSED CONCRETE.
C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTE0 UNLESS PRIOR
APPROVAL 15 GIVEN BY THE ENGINEER.
NORTH
Plot Plan
SCALE: V = 10'-011
Legal D scriDtion
LOT 13,
EDMONDS, WASHINGTON
-ot Coverage
LOT AREA 15,230 SQUARE FEET
LOT COVERAGE 280a SQUARE FEET
LOT COVERAGE AS A PERCENTAGE OF LOT AREA = 18.009'.
e
I i 1V 'I
!U 1 ;60
Q I
z
I
3.5 REINFORCING STEEL toz
DETAIL, FABRICATE AND PLACE PER Acl-315 AND ACI-31a. 8UppokT
REINFORCEMENT WITH APPROVED CHAIRS, -SPACERS, OR TIES.
A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL,
MEETING ASTM 4615, GRADE 60 FOR Wo AND LARGER
BARS, EXCEPT AS NOTED* GRADE 40 FOR 04 AND SMALLER BARS. SHOP
DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE
ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE roo RE5ARS
SHALL NOT BE BENT IN FIELD AFTER PLACING.
5. REINFORCEMENT IN ALL WALLS, -SLA55, AND FOOTINGS SHALL BE
CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, 50TH
VERTICAL AND HORIZONTAL.
C. LAPS: ALL TENSION SPLICESARE ACCORDING TOACI 315-8% CLASS 5
AND ALL COMPRESSION SPLICES AFM 30 DIAMETERS, UNLESS NOTED
OTHERWISE.
D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 1-*S
TOP AND BOTTOM, EXTENDING 2'-&" BEYOND OPENINGAT EACH CORNER.
SEE TYPICAL DETAILS.
E - WELDING: TACK WELDING OF RE5AR 15 NOT PERMITTED UNLESS CALLED
F. MINIMUM REINFORCING: WHERE REINFORCEMENT 16 NOT SHOWN ON
DRAWINGS, THE `BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE" (ACI 318-8a) SHALL BE REFERRED TO FOR PROPER
REINFORCEMENT.
G. REIBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENTAS
FOLLOWS-
311 CONCRETE DEPOSITED AGAINST EARTH
211 CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TO EARTH
1- 1/2 " TO TIES IN COLUMNS,AND TIED RE5AR IN WALLS
1- 1/2 " FOR BARS IN SLAeS ON GROUND
3/411 INTERIOR FACE OF WALLS
H. WELDED WIRE FABRIC: ASTM-AISDAND ASTM-A82
J. MINIMUM STEEL REQUIREMENTS FOR CONCRETE WALL USING 1*4 RE5AR
HEIGHT VERTICAL HORIZONTAL
181, O.C. 181, O.C.
Iro " O.C. 101, O.C.
CY45CADE DRIVE
60'-0" RIGHT OF WAY
3.8 FOUiN TION ANCHOR BOLTS
Ll
B�/5" STEEL BOLT WITH 1" MIN. EMBEDMENT INTO CONCRETE. PROVIDE A MIN.
PER
'a
OF (2) BOLTS PER SILL PLATE. ACHOR BOLTS SHALL 5E PLACED AT (01 O.C.
r
FOR ONE STORY, O-C, FOR TWO STORY RESIDENCES AND REFER TO
LATERAL ENGINEERING FOR THREE STORY Ri=-SlDr=NCr=S.,4Dr->ITION,4LLY, ONE
50L.7 MUST BE NO LESS THAN 1" FROM EACH END OF: EACH INDIVIDUAL SILL PLATE.
ANCHOR BOLT WASHERS MUST BE A MINUMUM OF 2"4" (SQUARE) X 311ro" (THICKNESS)
4.0 CARPENTRY
4.1 ROUGH CARPENTRY
ALL 2� FRAMING LUMBER SHALL BE STUD GRADE DOUG-FIR FOR STUDS AND
STANDARD OR BETTER FOR PLATES ORAS SHOWN ON THE DRAWINGS OR BELOW.
ALL 2'LUM5ER ISHALL BE KILN DRIEFD (KD) OR SUI;PJ=Ar-E DRIED (sD). EACH
PIECr= OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER
INSPECTION BUREAU SHOWING GRADE MARK OR APPROVED EQUAL. OTHER
MATERIALS AS SHOWN 5ELOW
2y. 4 3x STUDS - STUD GRADE DOUG-FIR
2)(JOISTS - 01 1:>OUG-FIR
- 4x 4 4 4 x ro COLUMNS - 41 DOUGLAS FIR
&x HEADERS 01 DOUGLAS FIR
4). HEADERS 02 DOUGLAS FIR
ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE
FRESSURE'TREATED.
4.3 CARPENTRY HARDWARE
A. BOLTS SHALL BE ASTMA-301.
B. WASHERS SHALL BE MALLEABLE IRON WASHERS(MIN).
C. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY.
D. LAG sr-REws, SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION.
E. ANCHORS- AND CONNECTORS SHALL BE SIMPSON, TECO, BOWMAN OR OTHER
IC50 APPROVED.
F.- PROTECTION HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN
UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED.
4.4 MINIMUM NAILING - PER 1997 UBC TABLE #23-11-B-1
I leight Calculation
POINT - A
100.00
POINT - 5
10425
POINT - C
104.15
POINT - D
101-00
TOTAL
410-00
410-00 DIVIDED BY 4 = 102-50 MAXIUMUM AVERAGE GRADE
102.50' + 25'-011
= 12-IBO'MAXIMUM ALLOWABLE HEIGHT
121.2445 'ACTUAL RIDGE ELEVATION
ZONE
*9
SETBACKS: X5 1(j
r
FRONI���
rk 5' to
SIDE o
REAR...,-,:
OTHER
HEIGH
T__
lmz
4.5 PLYWOOD
EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD
ASSOCIATION. ALL GRADING SHALL CONFORM TO PS 1. USE THICKNESS AND
NAILING AS SHOWN ON THE DRAWINGS. ALL PLYWOOD SHALL BE
EXPOSURE 1. EXCEPT AS OTHERWISE SHOWN OR
NOTED, PROVIDE THE FOLLOWING MINIMUM NAILING, PANEL EDGES ad AT
ON CENTER, INTERMEDIATE SUPPORT 86 AT 1211 ON CENTER ON ROOF: AND
WALL$ AND 10d AT 10" ON CENTER ON FLOORS.
4.6 GLUE -LAMINATED TIMBER
ALL STRUCTURAL GLUE -LAMINATED TIMBER, MATERIALS, MANUFACTURE AND
QUALITY CONTROL SHALL BE IN CONFORMANCE WITH VOLUNTARY PRODUCT
STANDARD P.SB& "STRUCTURAL GLUED: LAMINATED TIMBER", AND ALL
MEMBERS SHALL BE MARKED WITH A QUA-LITY MAI;;J'< THEREOF. ALL PLIES
SHALL BE DOUGLAS FIR COAST REGION. CAMBERS ARE AS SHOWN ON THE
DRAWINGS. ALL MEMBERS SHALL BE EITHER COM51NATION 24F-V4 (SIMPLE
SPAN) OR 24F-VS (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE.
ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED WITH
WATERPROOF ADHESIVE PER pe. 56- ARCHES SHALL BE COM51NATION
24F-Va AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE.
5.0 MISCELLANEOUS
VERIFY ALL DIMENSIONSAND CONDITIONS PRIOR To PRocEEr_>ING. PROVIDE
ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORTAND STIFFNESS
ARE INSTALLED. REFER To ARCHITECTURAL PLANS FOR WALL OPENING,
ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO
MECHANICAL AND ELECTRICAL PLANS FOR 51ZE AND LOCATION OF: ALL
OPENINGS FOR DUCTS, PIPES, CONDUITS, NOT SHOWN.
6.0 TABLE OF AREAS
LIVING AREA 3142 SQUARE FEET
r- =Ae-= Ch If r_ a
DECK 4a SQUARE FEET
PORCH 62 SQUAREFEET
GLAZING AREA _161.50 SQUARE FEET
GLAZING AS A PERCENTAGE OF FLOOR AREA 200011.
R-Ett I. I V I- D
2001 WASHINGTON STATE ENERGY CODE WINDOWS .40 'U' VALUE
OPTION NO. 3 DOORS .20 11.11 VALUE
MAY 0 5 2004
MEDIUM GAS FURNACE
PERMIT COUNTER
111191
Randall J. Munson
BUILDING DESIGNER
12423
14th Avenue S.W.
Seattle
Washington
98146
Voice
(206) 241-7420
Fax
(206) 241-0288
z
0,
z _j
U) �- �- =)
W Z _j
U) LL_ LJ M <
00M of
CL Z 7) Ld
L.LJ 0 n
En 6 -� LLJ
CL D < LL_
z orf znm
C) Z Z
0 --<<
Z Fj� 0�
2 Nt -; H
0 V) LLJ <
F- I'
=0) uuj) m m
z w
00 Tw
C) W 0- C) Ld
C x
L LLJ 0
Ld Z
0 LLJ
uj Lu m Ln
F-�
Ld F-
5 m - 0 0
m 0 0 GZO ry
Z V) 0 m Z) -J
V) Z F :E -10
- § .<C)
z z �- -D v) o
< LLJ Z _j z z
i m W _j -
IL (-) m <
a. Z) 0
0 V) LLj () Z _j
mmo< C)
P P 0 w m z
w
>Z
mo
0
F-
0
a
z
0
0
X
o
C/)
C14
00
CY)
w
F-
LLI
.j
F_
Ld 0
cr� z
w F-
co
LLJ 0)
m U) N
< 00
C)
Z
zo
0
:2 r)
0
0
0
.
(7) LLJ
0
L0
< f-0 :E C14
_j ,I-
0 r-
0
13
Cm
w
GENERAL NOTES
&PLOT
PLAN
iIIIIIII qIIII , III
)101, R 0 J E QT 'N 0.
bE'9I'6N
RJM
DRAWN
ISSUE DATE
RJM
:5/4/04
LATEST REV. :.
Ww"Ell
WE
IMPERVIOUS SURFACES:
HOUSE: 3,368 SF
DRIVEWAY AN!:) WALKWAY: 1,934 SF
TOTAL: 5,302 SF
� (IN FEET)
1 inch = 10 ft.
NOTCH WEIR
LENGTH=0.16'
SET OVERFLOW AT TOP
OF DETENTION PIPE
6" PVC -OUT
0
(9 0 IA�
,9� oel 71
2' DIAMETER
DETENTION PIPE
6" PVC TEE
d7 6" PVC PIPE
PVC CA
SECURE WITH ADHESIVE
9" MIN
DRILL 0.85" DIAMETER
0 ol
RIFICE IN CENTER OF CAP
CONTROL STRUCTURE
C13#2 r-.j TYPE 1-L
NOT TO SCALE
6" 2' 6"
- Til F
T
2' MIN COVER
..........
V-4" 3'
4"
NOTES:
1. CONCRETE INLET TO BE CONSTRUCTED IN ACCORDANCE
WITH ASTM C 478 (AASHTO M 199) & ASTM C 890 UNLESS
OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA
SPECIFICATIONS.
2. REINFORCING SHALL BE EQUIVALENT TO WELDED WIRE
FABRIC -HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497
(AASHTO M221). WIRE FABRIC SHALL NOT BE PLACED IN THE
KNOCKOUTS.
3. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE
ROUNDED.
4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR
KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF
2" MINIMUM.
5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM
DIAMETER OF' 17". KNOCKOUTS MAY BE EITHER ROUND OR "D"
SHAPED. PIPE TO BE INSTALLED IN FACTORY SUPPLIED
KNOCKOUTS.
6. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE
OUTER DIAMETER PLUS CONCRETE INLET WALL THICKNESS.
7. THE TAPER ON THE SIDES OF THE PRECAST BASE.SECTION
AND RISER SECTION SHALL NOT EXCEED 1/2" PER FT.
8. CONCRETE INLET FRAME AND GRATE SHALL BE IN
ACCORDANCE WITH THE WSDOT/APWA SPECIFICATIONS AND MEET
THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION
RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE
NON -ROCKING FIT.
:9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN
OR CAST INTO RISER.
COMPACTED
NATIVE MATERIAL
C AID t 111 LT
cuU & 4VMR
CITY INSPECTION REQUIRED ON F�
WORK PRI13R Tb* POUR
I' R
I' BATTER
1'R
0.05 FT/FT
- -----------
NOTES,
1. FORMS SHALL BE TRUE TO LINE AND GRADE
AND SECURELY STAKED.
2. THRU JOINTS SHALL BE PLACED ADJACENT
TO CATCH BASINS,
3. EXPANSION JOINTS SHALL BE EVERY 10 FEET
AND DUMMY JOINTS EVERY 5 FEET.
4. THRU JOINTS SHALL HAVE 1/2' TO 5/8' WIDE
PREMOLDED JOINT FILLER,
5. CONCRETE SHALL BE CLASS 3- 300OPSI.
6. FINISH SHALL BE LIGHT BROOM.
7. CURB SHALL BE SPRAYED WITH CLEAR CURING
COMPOUND OR SHALL BE COVERED AND KEPT MOIST
FOR 72 HOURS.
8. ALL SIDEWALKS POURED BEHIND CURB IN
DRIVEWAY AREAS SHALL BE 6' THICK OVER 2' OF
CSTC WITH SUBGRAIIE'COMPACTED TO 95% MAXIMUM
DENSITY. .
STANDARD TYPE "A" CURB/GUTTER DETAIL
2' DIA. DETENTION PIPE
TRENCH FILLED--WFTR-
3/4" TO 1-1/2" WASHED
GRAVEL OR PEA GRAVEL,
DETENTION PIPE BEDDING DETAIL
NOT TO SCALE
NOTES:
LOCKING FRAME AND GRATE 1. CATCHBASINS TO BE CONSTRUCTED IN
(SEE STID DWG 5-180 FOR ACCORDANCE WITH ASTM C 478 (AASHTO M
DETAILS) 199) & ASTM C 890 UNLESS OTHERWISE
SHOWN ON PLANS OR NOTED IN THE
mennTIADIA(A CDC-r'lruATlrw(z
2. REINFORCING SHALL BE EQUIVALENT TO
WELDED WIRE FABRIC HAVING A MINIMUM AREA
OF 0.12 SQUARE INCHES PER FOOT. WELDED
WIRE FABRIC SHALL COMPLY TO ASTM A 497
(AASHTO M221). WIRE FABRIC SHALL NOT BE
2"X4"X8" SOLID BRICK PLACED IN. THE KNOCKOUTS.
USED FOR FINAL ADJUSTMENT
TO GRADE. 6" HIGH MAX. 3. THE BOTTOM OF THE PRECAST BASE
SECTION MAY BE ROUNDED.
4. PRECAST BASES SHALL BE FURNISHED WITH
CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL
HAVE A WALL THICKNESS OF 2" MINIMUM.
5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH
MAXIMUM DIAMETER OF 28". KNOCKOUTS MAY
BE EITHER ROUND OR "D" SHAPED. PIPE TO BE
6" OR 12" CONCRETE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS.
RISER SECTION
CLASS 4000 CONCRETE
6. KNOCKOUT OR CUTOUT HOLE SIZE IS
EQUAL TO PIPE OUTER DIAMETER PLUS
CONCRETE INLET WALL THICKNESS.
7. THE TAPER ON THE SIDES OF THE
.PRECAST BASE SECTION AND RISER SECTION
SHALL NOT EXCEED 1/2" PER Fr.
8. CONCRETE INLET FRAME AND GRATE SHALL
PRECA . ST BASE SECTION BE IN ACCORDANCE WITH THE WSDOT/APWA
(MEASUREMENT AT THE TOP SPECIFICATIONS AND MEET THE STRENGTH
OF THE BASE) REQUIREMENTS OF FEDERAL SPECIFICATION
RR-F-621D. MATING SURFACES SHALL BE
FINISHED TO ASSURE NON -ROCKING FIT.
9. FRAME AND GRATE MAY BE INSTALLED WITH
FLANGE DOWN OR CAST INTO RISER.
CONCRETE INLET ... . .... ......
.............
C B #,q - TYPE - I ,w 13u(38L E - UP
Top= 7 ,fg W/1-OCKIN4 i�R . pTj�D I I
IE(S)
EXTENP CUP,8 4 4OFTE9 2' +/-.APOUND
NEW CB ltq olzPER To CAPTURE 4 ROOTE C qSCADE IDR)VE7
gUI38LIE UP FL4W VllE,5TW4RJ2 POWAI EKI-57-IN6 WATTEF, LINE.
F--
Wjj,oCXlNq 5001) /-)P
CONSTRUCTION SEQUENCE:
1. CALL ENGINEERING INSPECTION LINE (425-771-0220 ext 1326) TO
SET UP A PRE -CONSTRUCTION MEETING WITH OWNER, CONTRACTOR,
DESIGN ENGINEER AND CITY ENGINEER.
2. CONTRACTOR IS TO PROVIDE DUST CONTROL MEASURES AS
REQUIRED INLCLUDING STREET SWEEPING.
3. ROUGH GRADE, INSTALL STORM SYSTEM PER PLANS.
4. DESIGN ENGINEER SHALL INSPECT KEY PROJECT ASPECTS DURING
CONSTRUCTION.
5. FINAL GRADE, PAVE AND LANDSCAPE.
EROSION CONTROL NOTES:
1. DURING CONSTRUCTION, STRAW OR OTHER MATERIAL TO COVER
EXPOSED EARTH SHALL BE ON LOCATION AND READY TO USE. IF THE
NEXT WEATHER DAY FORECAST IS RAIN, THE SITE SHALL BE COVERED AT
THE END OF -THE DAY. THE SITE SHALL BE COVERED IF THE NEXT DAY
IS A NON -WORKING DAY.
2. SOIL STOCKPILES ARE TO BE COVERED WITH VISQUEEN WITHIN 24 HRS.
3. IMMEDIATELY FOLLOWING FINISH GRADING FINAL LANDSCAPING IS TO BE
INSTALLED OR HYDROSEED OR MULCH TO AREAS OF EXPOSED EARTH.
_V 6" OR
J: 12-
LOCKING FRAME AND GRATE
(SEE STD DWG 5-180 FOR DETAILS)
2"X4"X8" SOLID BRICK
USED FOR FINAL ADJUSTMENT
TO GRADE. 6" HIGH MAX.
6" OR 12" CONCRETE
RISER SECTION
CLASS 4000 CONCRETE
6" CONCRETE
REDUCING TOP SLAB
CLASS 4000 CONCRETE
PRECAST BASE SECTION
�MEASUREMENT AT THE TOP
F THE BASE)
CATCHBASIN TYPE 1-L
MAIN ST.
WALNUT
�A;
PUGET DR
PLEWOOD
PARKA
3�:
_j
_j
CAS ADI
4
D1
SIERRA ST.
0
z 0
CN
3:
L Lj
)i
_j
_j
_j
'OST/
cn
w
PAR I<j ly
&o IA" 3:
VICINITY MAP
0
_7)
196TH ST. SW
SITE
212TH
RIGHT-OF-WAy Col""I-RUCTION
PRIMARY CONTACT:
PERMIT
APPROVED ASNOTED AND INSPECTION REQUIRED
APPLICANT/OWNER/DEVELOPER:
BY �NGINEERINIIG_
CLASSICO HOMES
I
smin,
,-T
ATTN: JOE SCHMAUS
ft's lroov
Date:
FAX: 425-771-7829
JUL -7
COU
TEA
A
APPROVED FOR CONSTRUCTION
SITE ADDRESS:
PERMIT
INSPECTION NOTE:
20130 MAPLEWOOD DR.
1. CALL THE CITY ENGINEER INPSECTION LINE (425-771-0220 EXT. 1326),
EDMONDS, WA 98026
24 HOURS IN ADVANCE FOR ALL ENGINEERING INSPECTIONS.
CITY ENGINEER DATE
PLAN CHECK #: 04-164
REVS ION 4 AW 80313LF= - UP Ci52 APP 0k6 4 Cq UTTffk PET/41 L�
Af,>,P I MPER V 10 U-S AREA Vq I_U65 To TH15 Pl, 19 N
I)A-TE, -30 -04
UTILITY CONFLICT NOTE:
PREPARED BY:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
WA
DRAINAGE DESIGN
VERIFYING THE LOCATION, DIMENSION AND DEPTH OF
DONNA L. IRESKE, P.E.
ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND
It
AIII
SURVEYING THE HORIZONTAL AND VERTICAL
6621 FOSTEF' SLOUGH RD.
FOR
COP
LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL
a
INCLUDE CALLING UTILITY LOCATE AT
1-800-424-5555 AND THEN POTHOLING ALL OF
736
OIST
SNOHOMISE, WA 98290
THE EXISTING UTILITIES AT THEIR LOCATIONS OF NEW
UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER
AL
CLASSICO HOMES
OR NOT CONFLICTS EXIST. LOCATION OF SAID
PHONE: (425) 334-9980
UTILITIES AS SHOWN ON THESE PLANS ARE BASED
UPON THE UNVERIFIED PUBLIC INFORMATION AND
FAX: (425) 334-7380
SCALE: 1"
10
DRAWN DATE: 06/16/04
SHT NO.1 OF I
F -EXPIRES: -1110/057
ARE SUBJECT TO VARIATION.
�l
CA,