22803 96TH PL W.PDF9511
22803 96TH PL W
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW
COVENANTS (RECORDED) FOR:
t
CRITICAL AREAS:— DETERMINATION: E] Conditional Waiver XudyRequired E]Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DA:
SEWER LID FEE $:
SHORT PLAT FILE: LOT:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT
WATER METER TAP CARD DATED:
OTHER:
LID #:
BLOCK:
LATEMP\DS'l7s\Forrris\Suwt File Checklist.doc
PREPARED BYi
DONNA L. BRESKE, P.E,
6621 FOSTfR- SL-D(JGFr R`D-.
N 88*224of4 99.58'
SNOHOMISH, WA 98290
PHONE, 425-334-9980
FAX, 425-334-7380
breske@consultmoore.com
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PROJECT INFORMA ZZON.
PROPERTY ADDRESS.- 22809 96TH PL W, EDMONDS, WA
OMER. REGAL HOMES LLC 2JO6 119TH SMEET SW, EWWqWA
ATTN. MARKO L11AS, PRESIDENT, 425-299-5038 b
LEGAL DE5a?1P7ION. SECTON .36, TOWSHIP 27, RANGE.3. NE QUAVER!, Z5'- D
K.\EUSE BLK 000 D-00 LOT I "I C
TA)�PARCEL Q 00937900000100
DRVIWAY SHEET f�owll-
--1 -su
I- '1�1 W�tER
�z lag 'D
Corfte(.)jaF IN�PE
APR -42006
EXT. 132
d. CAL�/ 4
CV
C�
VILDING DEPARTM
Frbnt E 11
CITY OF ED[VOHDS
Si4es (A WI—Y—.-5-1 7p�
Rqar AVA I ICA 1iJr1r1JT PA1fV1J A 77fWC-
Other
q '4
H ht
L=2.5 I'
R=25 * 00'
/-g-"\ A=5*4458"
SITE TBM
CTR. LID OF SANITARY S�WER MANHOLE
IN CUL-DE SAC ELEV. 386 49'
A: J94.25'
B.- x9l,
PLANNM C. J79.5'
loll D. 386'
TOTAL: 1,550.7514--J877 MEAN
+25.0
=412 7 MAX
LOT COVERA SITE PLAN
BUILDING LOT- .5,090 SF
PROPOSED SR. Z.360 SF LOT 1
(29.2%)
MARCH 20, 2006
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
11 S TR E E T �F�ILE
Name:
Date:
Site Address: c?64l Pi, ., WeeA-
or
Plan Check #: oG (:)3c
Project Description: Cocve,�rrmc� -b- -\e.,.a S� Ne_ rvalic(ence- c4a�,
17300 M-.!,\ -000C n cl 0�,br�,
,
—
Reduced Site -Plan Providedo NO)
Zoning:
Map Page: 1 05Y
1 Corner Lot:G/ NO)
7Flag Lot: (YES
Critical Areas Determination #: r-A-00 - 19;%
Study Required - 84,-Wy Coqekv- -* skeep 86 om -,--I
pe- lab,% Wei'maN6d 0,\
Waiver 6-V zis ,A 6/ 6".Kens -Rbm 4e- slc�m
SEPA Determination: Fxevc&
Exempt
Needed (for 500 cubic yards of grading or site within 200 feet of Puget Sound or Lake Ballinger)
0 Fee 0 Checklist El APO List with notarized form
Required Setbacks
Street:
Side: (Al)
I Side: 7.,S- " (W)
Rear: IVIA
ActualSetbacks
Street:
(/,V)
Side: 7. -51 (Vj)
Rear: XA
Does street map require additional setbacks? (YES / NO
El Detached Structures: None -Imz., on �6_1% -
0 Rockeries: Nc,,,,e- _a�� C
El Fences/Trellises: A/ane-
Bay Windows/ Projecting Modulation: Q>�. OJIP 24 .910ar QM1Q=.A& 'Vex
*
Stairs/Deck: .0
Height
Datum Point: Cz4er V%d are aw"A-ftr
C,V,,�hol,L ,,,
Datum Elevation:
Maximum Height Allowed:
Actual Height:,, q cl y. # q
Other
Parking Required:
Parking Provided: +
Lot Area:
Maximum Allowed Lot Coverage: 35% Proposed: :a.
Lot Coverage Calculations: ;t, 3 GO 4' + 0?0 Q 7. -ovickWon pL
ADU Created: (YES AO
Subdivision: 9 - Q,00 aa (44
Legal Nonconforming Land Use Determination Issued: (YES
Comments
Plan Review By:
IN'
Planning Data Form 2-7-06.doc
(ity
DE,P,A-RTR EN. B � IUDINGS
PER INTERNATIONAL RESIDENTIAL CdbE,,SECTION R110 SIRE it
AT: 22803 - 96tO Place W Building-Pormit 2006-0336
Occupancy established by this certificate: R3 Dwelling Unit4151. 1
No. Stories:- 2 Basemerit: N/A' Type of Constrdction: VB
Owner of building:
The Sinn le-Fami ly Resiaence at 22803-96'"RIFUM t�h6g;IS,'6-fnQ1F,0, z'
proved complying with the requirements of the
2003 edition of the Interna$ional Residential Code as iWWediby and division of occupancy and the use for which
the proposed occupancy ip classified.
Issued this 7 th day of May, 2007
Chief Building Official
By
Any change of oc;upancy or use requires a building permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official.
PLANNING QATAftS
NAME: Kc�t-4 fk-vi DATE: 101131al, '04
SITE ADDRESV 7-Z-8'0 3 - 1) /a - P', 0 - PLAN
PROJECT DESCRIPTION: A-0-e- r, Aeew-
REDUCED SITE PLAN PROVIDED?:
MAP PAGE: 09-4 CORNER LOT: (Yes / No) FLAG LOT: (Yes / No)
ZONING:- lz;-g CRITICAL AREAS DETERMINATION #: -2e "ema
Ll Study Required: �416-0 J(Iope Secf- 0 1 2-
LlWaiver
UConditional Waiver
SEPA DETERMINATION:
Lj Fee
Ll Checklist
L3 APO list w/ notarized form
Ll(Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
LdExempt
SETBACKS:
Required Setbacks:
Street: Z-5 Left Side: -7. 5- Right Side: -7. Rear: G�
Actual Setbacks: -f� k� -
Street: 409- 1� Left Side: 94' Right Side: 32,' Rear:
Street map checked for additional setback required? (Yes 14�)l D�A) lv4.4 (,jb.A,Wj
LJ DETACHED STRUCTURES: Ab-
LJ ROCKERIES:
LJ FENCESITRELLISES:
L3 BAY WINDOWS/ PROJECTING MODULATION:
Ll STAIRS/ DECKS:
PARKING: Required: —Actual:
LOT AREA:
LOT COVERAGE
Calculations: A/h
BUILDING HEIGHT: A&
Datum Point: Datum Elevation:
Maximum Allowed: Actual Height:
A.D.U. CREATED?: (IQ Yes)
SUBDIVISION: F-oi-21-
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes I No
OTHER: X Dt"( JIS� 411� 30" OL 0 YJ (2S) 6 11.4
Plan Review By:_
NewBPPlanningDataForm.DOC
X-Fo 3 — q& 1j, JaL �j
PREPARED BY,
DONNA L. BRESKE, P.E.
6621 FOSTEf-R-sL-0MR-R'D--- -REcF-iVED
SNOHOMISH, WA 98290
PHONE, 425-334-9980
FAXt 425-334-7380 2 9 2006
loreske@consuttmoore.com DEVELOPMENT SERVICES CTR-
-Imecul ok� sm~ CITY OF EDMONDS
peorloseo sff- 19ql� Sf: - .
fk�6CP MIJE 99 " nc, I
FpfDWY) WAIAL '3&0 IF Imp �2 Z, 113
V5 SF
"0.
10 40
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PROJECT INFORM 770N., N
PROPERTY ADDRESS: 22809 96TH PL W, EDMONDS, WA
OMER. RE -GAL HOMES LLC 2306 1197H S7REET SW, EVEgEu-'WA -9-8YO4-
I AnN. MARKO L11AS, PRESIDENT, 425-299-W58
L)�GAL DESCRIP770N.- SECTON 36, TOWSHIP 27, RANGE J, NE QUAR7ER, 75'-
OEVSt BLK 000 D-00 LOT 1
TA.X\PARCEL 10:00937900000100 DR6EWAY S�iEET!50W-,�
<
mer n, Flag.&,
a� ul.
S ron
W�
Side� (N 4
Reari
Othe?
Af-y / SITE TBM
CTR. L.10 OF SANITARY
IN CUL-DE SAC ELEY
N 88224a�IW 99.58'
A 7.5' 8S8L'WF4-y-
C14
9 0 SF,
T A/YMP IE
W1 U kt'RIJ
17' EWER R
4w, 3o
An� s " ��&
ri I /,S NOT -
A
41 BY E YNEERIN
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51
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'111:6 CA 42 1-0 EX7.1
/01
IHEIGHT CALCULA77ONS.-
A: J94.25'
Ad - B J91,
C.- J79.5'
r=2.5 1 D: J86'
R=25.00' APPROVED BY PLAMING TOTAL: 1,550,7514-387.7 MEAN
A=5'4458 + 25.0
=412.7 MAX
L 0 T CO �ERA GE,
SITE PLAN
. WER MANHOLE BUILDING LOT.- 8,090 SF
S_ J�ROPOSED SFR.- 2,360 SF
386.49' '29 27.) LOT 1
MARCH 20, 2006
"REET FILE''
J/
02'eee�--11
PREPARED BY,
DONNA L. BRESKE, P.E. N 88*22'40��'W�99.58'
6621 FOSTCR -SL-DMPr R`D7 r
SNOHOMISH, WA 98290 R F- C F- I V E D
PHONEi 425-334-9980
FAXi 425-334-7380 SEP 2 9 2006 A 7.5' BSUL -W
breske@consuttmoore.com s" -w
DEVELOPMENT SERVICES CTR- zz"
CITY OF EDMONDS 4-'r
19L6 "tat 7
fkFo�� vyu�e 99 F5 a U PC3D
F(Zofo�� WhAL '380 �F- PIP
0 9 0 SF,, -/ T1
NOV o 3 Zu"'-2'rz';r4r' or
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PROJECT INFORMA RON,
PROPERTY ADDRESS- 22809 96TH PL W EDMONDS, WA
OWNER. REGAL HOMES LLC 2306 119TH S7REET SW, EVFJ?Erp'wA 1.6Ta-
'13-< \ " ("N/FrD AS 'OTED
ATTN. MARKO LIZAS, PRESIDENT, 425-299-5058- & '.). �o AP
'ANY
L)FGAL DESCRIPRON. SECTON J6, TOWNSHIP 27, RANGE 3, NE QUAR7ER, 75'- NGINE
OELISt Bj.K 000 0-00 LOT I C
TAA\PARCEL 10:009J7900000100 DRIVEWAY -11�iEET �,Olf',
Date:
V�A E R I
I PEC S 'D ova A", /&Ace
n
S'
> CALT42 Vo EXT. 1T
ul;
C�
\t
ron
Side� (N 4 \�j-
Reari IHEIGHT CALCULATIONS:
A: J94.25'
Othe? I B.- 39 1'
=2.5 1' C.- 379.5'
D: J86'
R=25. 00' FOTAL: 1,550.7514--3877 MEAN
A=5'4458 NNING + 25.0
—APPRMH By PLA
7- =412.7 MAX.
Ail-y SITE TBM LOT COVERAGE- SITE PLAN
CTR. LIO OF SAN MANHOLE BUILDING LOT.- 8,090 SF
ITARY S J�ROPOSED SFR: 2,360 SF
IN CUL-DE SAC ELEV. 386.49' LOT 1
[NEE MARCH 20, 2006
16��FO -3
PREPARED BYi
DONNA L. �RE�SKE, P.E.
N 88*2240��`w 99.58,
6621 FOSTER SLDO'GFr R`D7 F -
t- 'A
SNOHOMISH, WA 98290 s
PHONE, 425-334-9980 ss,
�pp
0 r F. u ED
FAX, 425-334-7380 A Z5- BSBLIW 2"VEDIIAS
breske@consuttmoore Com ww b BY IN
'prGIN
7,Mfo-VI bK4 S14~ Y367
C�4
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EXPIRES: 11 05 07 90 SF, qpl?� 04
f"F()�w f"o 200�F Z-A
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10 20 40
0 c)�EWER
771 1
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Q)
PROJECT INFORMA 170N.
PROPERTY ADDRESS- 22809 96TH PL W, EDMONDS, WA n
OMER. WX HOMES LLC 2306 1197H SIREET SW, EVWI:T;WA -98YO4- —('Z)
A nN. MARKO L11AS. PRESIDENT, 425-299-5038
LE VGAL DESCRIPRON. SECTON 36, TOWSHIP 27, RANGE 3, NE QUAR7ER, 75'- o
KAEL/St BIX 000 D-00 LOT I Gr C
7AANPARCEL 10:00937900000100 DRI VEWA Y WEET OW<
W WA ER
A A
I PE .8 'D 4
e
mer lag 6// a
IIN 0 42 VQ EXT. 1
U Uji OF EPA f? rM
E04
s ron�
Sidej(Af4w 21
Reari ZHEIGHT CALCULARONS.
OtW A: 394.25'
44 lo"
B.- J91,
He loo, C. 379.5'
A PROVED AN'ING lo, D. J86'
R=295 00' TOTAL: 1,550.7514--38Z7 MEAN
A=5'4458- 0
+25.
77 =4127 MAX
AN SITE TBM LOT COVERAGE, SITE PLAN
DING OT. 8,090 SF
LID s MANHOLE 'L L
CTR. OF SANITARY' POSED 5TR. 2,360 SF
IN CUL-DE SAC ELEV. 386.49' '0 LOT 1
W9.2
/ ) . . ... MARCH 20. 2006
�P-
PREPARED BYi fit.
LONNA L. E�R_E�SKE, PZ
6 21 FOSTER SLOM�FKD- 88-2W-111 99.58
6 Ack
SNOHOMISH, ',/A 98290
PHONEi 425-334-9980
FAXj 425-334-7380 CL
breske@cor)Suttmoore.com .11:5 A 7.5' BSBL'w m
-jtA(ef-vl OK4
pe.pposeo sfy-
,V,U.4 p, F
CL -`8�'-090 SF,
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1 inch - 20 ft. w
JECT INFO_PU
7708- e
pROPER Ty ADDRESS, 22809 96TH PL W, EDMONDS, WA
ON,1EP.- REGAL HOMES LLC 2J06 T.197H STPEET SW, EVE-afr;WA -98YO-4-
A7'7?V.- YARKO LYAS, PPESIDENT, 425-299-50?
;m
A -CAL DESCPIPPON: SECTCM J6, TOMVSHP 27. RANGE J. HE Wif TER, 7.5'
K\EUSE 8V 000 0-00 LOT I C
,-AA\PARC---L 0:009j7900000100
DRINEWA Y Y4
WWA
One D
-Corne*� I
41' 5-1 '1 1
EXT. 1,��
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Reari
Z T LA 77 N,
Other'
0 k J9 5'
u
6 AS NOTED
Q,
Llei�ht,,
'o' 1E Q, 6 lNEER14Fi-.,'
Z
R 25. 00'
L=5'44 �58 APPROVEL TA . 11,5 MEAN
z N% N G'
z �e-1
12.7 AdAX
Q,
Ail-Y SITE TBM
0.1
< -4
CTR. LID OF SMITARY S&WER XPANHOLE
IN CUt.-DE SAC ELEV -.; M6.49" LOT 1
i
51
4
Retaining Wall Elevation Detail for Revised Site Plan
Regal Homes, 22803 96 Ih Place W
Revisions March 27, 2007
Concrete Retaining Wall
1)
Original Elevation: 393'
Current Base Elevation: 390'
Top of Wall: 393'
3
2)
Original Elevation: 396'
Current Base Elevation: 390'
Top of Wall: 396'
3)
Original Elevation: 396'
Current Base Elevation: 390'
Top of Wall: 396'
4)
Original Elevation: 395'
Current Base Elevation: 390'
Top of Wall: 395'
Keystone Block Retaining Wall #1
A) Base Elevation: 379'
Top of Wall: 382'
B) Base Elevation: 377' 31
Top of Wall: 380'
C) Base Elevation: 378'
Top of Wall: A 9 1 Q' 380.9
D) Base Elevation: 3W 380'A -17 1
Top of Wall: 382.9'
E) Base Elevation: 380.5'
Top of Wall: 383.4'
F) Base Elevation: 381'
Top of Wall: 383.9'
Keystone Block Retaining Wall #2
AA) Base Elevation: 379'
Top of Wall: -3W 380.7' 1,7
BB) Base Elevation: 377.8' 1
Top of Wall: 380.7' 4� -7
Kevstone Block Retaininiz Wall #3
AAA) Base Elevation: 385'
Top of Wall: 387.5'
BBB) Base Elevation: 388.5'
Top of Wall: 390'
G)
Base Elevation: 381.5'
Top of Wall: 384.4'
H)
Base Elevation: 382'
Top of Wall: 384.9'
1)
Base Elevation: 383.5'
Top of Wall: 386.4'
J)
Base Elevation: 384.5'
Top of Wall: 387'.4'
K)
Base Elevation: 385.5"?.
Top of Wall: 388.4'
Grading Quantities:
Original Cut: 443 ft3
Revised Cut: 473 ft3
Original Fill: 10 ft3
Revised Fill: 44 ft3
Fence Detail
22803 96th Place W
sfM
"Ns
1,
1w. Aw
V4,
A $did YWW
tvl�: in hoot.
rvi 0,)(
Not to*
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71 5f twwvafA<, /N5tdro"
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city of Edmonds . ,,,nment
AN
APPr,�', Cu
3
A (2003 Edition IRC wlWAC Amendments
C32003 Edition IBC wfWAC Amendments
[32003 Edition UPC w/WAC Amenchnenu
and Appendices A, B, Q I
C32003 Edition IMC wfWAC Amendments
[32003 Edition iFGC wfWAC Amendments
C32003 Edition EFC wfWAC Amendments
C32003 Edition VIAQ WAC 51-13
ri7nnA PA;ii^n Wv.P.r WAC51-11
STREET FILE
R4X
RESU13
MAR 2 8 2007
"'WlaMAW
Aat4tayr
S
PR', -:PARED BY,
60�NA L. BaE�SKE-, P.E.
'014
IIA
MMR x
rr,21 FOSTER SL T- R"D7 N 81,- 2&W"iy .9.9.153': Ot �rwtr
SN-,HQMlSH, IWA 58290
PHOtqEi, 4a5-334-9980
FAX, 425-334-7380 Av
bresk e@consut tmoore.com �A r
@b4l 0 K IV-A�.
Fy-
ql�U �F
6CT pru
--,----8,090 SF"
10 20
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1 10
WER R
20 ft.
1 Inch
JECT INFORMA ROM
PROPERTY ADDRESS' 22809 -967H PL W EDMOND-l� WA
O�jj4.rp.- pE-rAL HOUES LLC 2JO6 119N STP T SW, FVEE�M-
WA ;664
AT`W-- VARK0 LIIA5� PPESIDENT 425-29�;-508
36 i-:! ml
TOWSW 27. RANCE J. NE W# 7ER. 75'
;jv \,7i IS�- ELV C
000 0-00 LOT I
PARC---L ID.-009J790000010C,
rA;\- DR11YEWA Y
— — — — — — . . . . . . . .
k-,
V T
�A
WA
ra/
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1- EXT. 1 6
fit r MAR 28 2 7
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HEI F CALCt'.-', -,r-VZ1!EDMc)j\ :jg
oth&
A
8: 391
A 614-0 LO
R-25M' D
MPR )v BY PI L=5*44'58' A roTAt: i,55o.7,e14--J87.7 ME-41V
4VITN PROVED NNG
t 25. 0
=412.7 MAX.
OC! SITE PLAN
\,,Fl CTR. LID OF' SANITARY SqWER AMIfOLE T , - a ,
'IN CUL-DE SAC ELEV. os, E SF
.2Z LOT I
IST. R E TF E
q�
Retaining Wall Elevation Detail for Revised Site Plan
Regal Homes, 22803 961h plaCe W
Revisions March 27, 2007
Concrete Retaining Wall
1) Original Elevation: 393'
Current Base Elevation: 390'
Top of Wall: 393'
2) Original Elevation: 396'
Current Base Elevation: 390'
Top of Wall: 396'
3) Original Elevation: 396'
Current Base Elevation: 390'
Top of Wall: 396'
4) Original Elevation: 395'
Current Base Elevation: 390'
Top of Wall: 395'
Kgystone Block Retaining Wall #1
A)
Base Elevation: 379' 3 1
Top of Wall: 382'
B)
Base Elevation: 377' 1
Top of Wall: 380' 13
C)
1
Base Elevation: 378'
12,q
Top of Wall: 381.9' 380.9
D)
Base Elevation: 3W 380'
Top of Wall: 382.9' 'm
E)
Base Elevation: 380 5' 1
Top of Wall: 383.4"
F)
Base Elevation: 381'
Top of Wall: 383.9'
Kevstone Block Retaininiz Wall #2
AA) Base Elevation: 379'
Top of Wall: 3W 380.7'
BB) Base Elevation: 377.8'
Top of Wall: 380.7'
Kevstone Block Retaininiz Wall #3
AAA) Base Elevation: 385'
Top of Wall: 387.5'
BBB) Base Elevation: 388.5'
Top of Wall: 390'
G)
Base Elevation: 381.5'
Top of Wall: 384.4'
H)
Base Elevation: 382'
Top of Wall: 384.9'
1)
Base Elevation: 383 * 5'
Top of Wall: 386.4'
J)
Base Elevation: 384.5'
Top of Wall: 387.4'
K)
Base Elevation: 385.5'
2.7
Top of Wall: 388.4'
Grading Quantities:
Original Cut: 443 ft3
Revised Cut: 473 ft3
Original Fill: 10 ft3
Revised Fill: 44 ft3
Fence Detail
22803 96th Place W
A solid fewe &F
MI
)ry
ot t. IS=
o W
e
Cityof Edmonds Building Deprtr,,ent
APPROVED jPLAA��iT
6
CITY OF ED"","ONDS
11DING DEPART MENIT
OWNER
APPROVED DATE
BLDG OFFICIAL �
e911,003 Edition IRC w1WAC Amendments
2 003 Edition EBC wfWAC Amendments
02003 Edition UPC w1WAC Amendments
and Appendices A, B, Q I
C32003 Edition IMC wfWAC Amendments
02003 Edition EFGC wfWAC Amendments
02003 Edition 1FC wfWAC Amendments
02003 Edition 'VIAQ WAC 51-13
M-w Foitin" W'91-FC WAC 5 1 -11
STREET FILE
avAwslm rvloclr
390
CONCRETE
RETAINING
WALL
I-PROFOSED
GRADE
Z
GRADE
390
PROPOSED
DR)
VEW4 Y
FF=J85.5
L
GA qA
GE_- i8j.
5
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SECTION A -A
HORIZONTAL SCALE: 1 =10'
VERTICAL SCALE: 1))=5) 7 5'
DRIVEWAY SHEET F�LOW_L�
4
<
L=2.5 I'
R=25.00",
A=5*44'58 I)II
J_ —
rpr)m
SITE i L)
L
CTR. LID OF SANITARY SEWER MANHOLE
IN CUL-DE SAC ELEV. 386.49
<
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DRAIN
0 / 7
NE 1/4, SEC.36 TWN.27, RNG.3, W.M.
105 LF,,,CONCRETE RETAINING WALL 224 TH S T
I,"= 7 HIGH
Z
FOO TING DRAfN11
LC) I\EDMOIVDS
Ma
MMEMORIAL 228 TH
v
C
IN 86-22140 IP CEMEIARY
-9�9.58
FOOTING DRAINS NOT
TO BE TI�0 INTO
tONNECI T-`FO0 TINGI DETE-NYICq SYSIBI
00
DRAINTO
S y If
090 SF, 90 LF
(�"_FIL-TER FENCE/
CONNE-CT'ROOF
DRA IN
TO 6 P VC
C�
UA
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'A
4� AS NOTED
G
u-iiii ENGINEERI
EX. CB
0 &Lq
A
A
2"x4" DOUGLAS FIR
(NO.1 GRADE) OR STD.
METAL FENCE POSTS
4' 0. C.
48" WIDE FILTER FABRIC MIRAFI 10OX OR
EQUAL. LAY FILTER FABIRC IN TRENCH. 6pt
BACKFILL W/PEA GRAVEL
31-0"
........ -112
6
610
ffffffff�_ PEA GRAVEL
2" MIN AC PVMT
2"CSTC FILTER FABRIC FENCE
4"-1-1/4"CSBC NOTTO SCALE
PAVEMENT DETAIL A ah VW-[tP
NOT TO SCALE APPROVED BY PLANNI G
GRADING OUNA T1 TIES.
CUT. 44J CY
FILL: 10 CY
GRADING QUANTATIES ARE ROUGH
CALUCLA TIONS THAT DO NOT ACCOUNT
FOR SOIL SWELLAGE AND SHRINKAGE.
CLINS TRUC TIDN SEQUENCE:
1. CALL ENGINEERING INSPECTIDN LINE (425-771-0220, EXT. 1326) TO SET UP A PRE-CL7NSTRUCTIL7N
REV. # DESCRIPTION
MEETING WITH DWNER, CL7NTRACTL7R, DESIGN ENGINEER AND CITY ENGINEER.
2. TEMPDRARY ERDSIDN CDNTRDL MEASURES TO BE IN PLACE AND INSPECTED PRIDR TD ANY
1
ADD NEW TOPO LINES, FF, AND DRNG ARROWS
CE7NSTRUCT117N DR SITE CLEARING,
3 REVIEW ERDSIDN & SEDIMENTATIDN CL7NTRDL Nf7TES
4, CDNTRACTDR IS TD PRDVIDE DUST C17NTRE7L MEASURES AS REQUIRED INCLUDING STREET SWEEPING.
2
RESPOND TO CITY REVIEW COMMENTS
5, RDUGH GRADE, INSTALL UTILITIES & STORM SYSTEM PER PLANS.
3
Concrete Retaining Wall in Lieu of Block Wall
6. DESIGN ENGINEER SHALL INSPECT KEY PRDJECT ASPECTS DURING CDNSTRUCTIDN.
7. FINAL GRADE, PLACE AND HYDRDSEED PER NDTES & DETAILS.
4
a REMOVE T.ESC, FACILITIES PER CITY APPRDVAL,
61
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kjv� tq r,4-0 ot C, 14, 0, v- t &, 0, I;r WIA 4 tr %A Y--C A, -Fv7yyl -IV
NO TE: wkik-tv ovt'qfvxat
TOPOGRAPHY PROVIDED BY.
Pacific I Coast Surve s Inc.
z
PROFESSIONAL LAND SURVEYING
P. 0. BOX 3286
EVERETT, WA 98213
P11. 425.508.4951 FAX 425.357.3577
Pes—Inc@Comeast.net
DATE
UTILITY CONFLICT NOTE:
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DMENSION AND DEPTH OF ALL EXISTING UTILITIES
11-3-05
WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING
3-20-06
THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL
LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN
POTHOLING ALL OF THE EXISTING UTILITIES AT THEIR
9-8-06
LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID
UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE
UNVERIFIED :IUBLIC INFORMATION AND ARE SUBJECT TO
VARIATION.
NO TE.
REFER TO GEOTECHNICAL ENGINEER'S STUDY
PREPARED BY KRISTINA MARIE WELLER, RE OF
EARTH CONSULTANTS, INC. & DATED JIJ1105
FOR RECOMMENDATIONS FOR OVER —EXCAVATION
OF UNSUITABLE FILL.
EXPIRES: 11/0-5/07
WY
S/ TE
�k
VICINITY MAP
SW
ST
Zk
SW
m
EROSION & SETIMEN TA TION 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 HOURS,
3. IMMEDIATELY FOLLOWING FINISH GRADING, FINAL LANDSCAPING IS TO BE INSTALLED OR HYDROSEED OR MULCH
AREAS OF EXPOSED EARTH.
INSPEC T10N Nil TE.,
CALL THE CITY ENGINEER INSPECTION LINE (425-771-0220, EXT. 1326) 24 HOURS
IN ADVANCE FOR ALL ENGINEERING INSPECTIONS,
140
COMPACTED FRONT FILL
1:2 (V:H) MAX SLOPE F ONTFILL
EXTEND 6'-0- MIN R
V-01 M
GENERAL NOTES:
IBC 2003 EDITION
35 PCF EQUIVILENT FLUID PRESSURE
2000 PSF SOIL BEARING PRESSURE
0 PSF SURCHARGE
5 SACK CEMENT PER CUBIC yARD,
2500 PSI � INIMUM COMPRESSIVE STRENGTH,
MAX114UM 6 GALLONS WATER PER SACK
GRADE 60 STEEL FOR 45 & LARGER
GRAIJL 40 STEEL FOR #4 & SMALLER
BACKFILL WITH POUROUS MATERIALi
#4 CONT e TOP
- HORIZONTAL BARS:
PER SCHEDULE
- VERTICAL BARS:
PER SCHEDULE
FTG DOWELS W1
STD HOOK INTO FTG: MAX. HEIGHT
SAME AS VERT BAR OF BACKFILL
SPACING PER SCHEDULE
LAP: 30"MIN
-HEEL BARS:
PER SCHEDULE
4'0 FTG DRAIN
IN GRAVEL POCKET
FIG THICK
CONCRETE FOOTING �CLR
wl #4 CONT @ 10,o/c
TOE WALL BEARING
SOIL
REINFORCEMENT & FOOTING SCHEDULE
MAX HEIGHT VERTICAL 0. L TOE WALL
F BACKFILL REINFORCEME T 'EHIGIIRIIIZRCETMAENT WIDTH WIDTH HEEL FTG T
30' M4 @ 113'o/ WIDTH
N4 6' a-
40' 144 @ 10*o/C
5'-0' 04 e 18'o/c #4 R 101o/C a,
60' 44 @ 14*o/c #4 @ 10-o/C
4' 9* L IU'o/c
7'-01 #4 @ 9'o/ #4 @ 10'0/C 47' B.
7'-0' #5 @ 16'a C 91 #4 e 10I.Ir 1.-0.
#4 @ 10*o/c 4-7, 81 91 N4 e 10*0/
04 1' 6'o/c 94 @ 10'o/c 6-9, 81 91 114 e
C #4 R 10,0/c 6-9- 81
..91 #4 e iwo/,:
REGAL HOMES C A N T'E.D FND WALL
SCOL(e: NTS = 1'-0- SeCtion View 002
NOT TO SCALE
I I
S TrR" E E T F L' E
APPROVED FOR CONSTRUCTION
CITY ENGINEER
PREPARED BY:
DONNA L. BRESKE, P.E.
6621 FOSTER SLOUGH RD.
SNOHOMISH, WA 98290
PHONE: (425) 334-9980
FAX: (425) 334-7380
R 2"" 9 U
OCT 10 201
2006 BUILDING DEPAR7
CITY OF EDMON
BUILDING DEPARTMENT
CAW OF ""'91TE ADDRESS
DATE 22809'96TH PL W
EDMONDS, WA 98020
DRAINAGE, GRADING & TESC
FOR
REGAL HOMES LLC - LOT 1
TAX ID: 00937900000100 PFN:
DEVELOPER: REGAL HOMES LLC, 2306 119TH STREEr SW, EVERM, WA 98204
SCALE: 1"= 10' 1 ISSUE DATE: 8-3-05 1 SHT NO. 1 OF 1
- I
4hux,�na wuOW
go, yq PL W
F 1,4
OCT Lu�;
J90
_�'q
PROPOSED
MODULAR
BLOCK
WALL
PROPOSED
GRADE
Z
EXISTING
GRADE
J90
PRODOSED
DR
VEW4 Y
FF= J85.5
)AGE=38J.
NE 1/4, SEC.36, TWN.27, RNG.3, W.M.
IUD Ll-"MUUULAK UL-UG/� VVALL
1'- 4' HIGH FOOTIN.G-b'RAIN
Lr)
c6 24 R.,*OTICE REQ.
N 88"22'40,"W 99.58' 'INSPECTinm
r............. ...........
0
390
FO
7.5' B5B[ -
1.00
A
-rt ^1 r Zq /&k POOTINGJ�DRAINS 1`43T
'00� V-o N N cc_ r F00 , Dk
I T" 0'�7 TO BE TIED INTO
-"j'/ FA la X.�[C' . TILL DETENTION SSYSTEIJ
c�
SYS TE
W1(Typ.)
C�
01090 SP 90 LF
F
JL- tR FENCE,
CO ACGE-FI-ABLEz TIGHTLINE
MATERIAL
SDR 35 _j
SCH 40
CONAIECT'ROOF
Lr) N-12
F810 11ANCOR DRAIN
TO 6 P VC
Jou MLL LAPOSED�it RFACES To
BE COVERE��/!, �'�JTHIN 2 DAYS,,/'
SECTION "A -A '(0 -
HORIZONTAL SCALE.* 1 =10
77
"I, =N
VERTICAL SCALE: 1))=5� 7.5
DD 1�'
QUA
1, E
LL
DRIVEWAY SHEET FLOW
D'. r, TR Y
D
%
31
4
m (Ak
4, UCT CB
t �MRORA
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0
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224 TH
ST
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Cal
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MEMORIAL
0-
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228TH
ST
CEME TA R Y
WY
VICINITY MAP
Sw
1%
Al
6
ER17SION & SM-MENTATION CONTROL NOTESi
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 HOURS,
3, IMMEDIATELY FOLLOWING FINISH GRADING, FINAL LANDSCAPING IS TO BE INSTALLED OR HYDROSEED OR MULCH
AREAS OF EXPOSED EARTH,
INSPEC TIDN Nil TE.,
CALL THE CITY ENGINEER INSPECTION LINE (425-771-0220, EXT. 1326) 24 HOURS
IN ADVANCE FOR ALL ENGINEERING INSPECTIONS,
2"x4" DOUGLAS FIR
(NO.1 GRADE) OR STD.
METAL FENCE POSTS
4' 0. C.
48" WIDE FILTER FABRIC MIRAFI 1 OOX OR
EQUAL. LAY FILTER FABIRC IN TRENCH.
BACKFILL W/PEA GRAVEL
R-25.
00'
8' Min. Low Permeable Soil Keystone Cop Unit
Keystone Compac Unit
A-5*44'58"
t� 4
1' 1 1/ 4'
8#
el
Finished Gr
Unit Drainage Fit[ ade
SITE TBM
(3/4' Crushed
7--
Rock or Stone)
CTR. LID OF SANITARY S
E"" WER MANHOLE
Approximate Limits
IN CUL-DE SAC ELEV. =1
I
386.49
of Excavation UnreInforced Concrete or
As D C -4- A pk/r, n 11 Crushed Stone Leveling Pad
373
4
lo,
YARD '2
DRAIN
0
CONS TRUC TIDN SEQUENCE,
1. CALL ENGINEERING INSPECTIDN LINE (425-771-0220, EXT. 1326) TO SET UP A PRE-CDNSTRUCTIDN
MEETING WITH DWNER, CDNTRACTDR, DESIGN ENGINEER AND CITY ENGINEER.
REV. # DESCRIPTION
2. TEMPDRARY ERGSIDN CL7NTRL7L MEASURES TD BE IN PLACE AND INSPECTED PRIDR TO ANY
CONSTRUCTIDN DR SITE CLEARING.
1
ADD NEW TOPO LINES, FF, AND DRNG ARROWS
3, REVIEW ERDSIDN & SEDIMENTATIDN CGNTRDL NOTES.
4, CDNTRACTDR IS TD PRDVIDE DUST CDNTRL7L MEASURES AS REQUIRED INCLUDING STREET SWEEPING,
2
RESPOND TO CITY REVIEW COMMENTS
5, RDUGH GRADE, INSTALL UTILITIES & STDRM SYSTEM PER PLANS.
6. DESIGN ENGINEER SHALL INSPECT KEY PRDJECT ASPECTS DURING CDNSTRUCTIDN.
3
7 FINAL GRADE, PLACE AND HYDRDSEED PER NDTES & DETAILS.
a REMDVE TE.S,C. FACILITIES PER CITY APPRDVAL.
5
Cr Ur U U I U"Uy
Tile Wrapped In Filter Fabric
MODULAR BLOCK (KEYSTONE) WALL
N. T. S.
m
1T 6j#
PEA GRAVEL 6
FILTER FABRIC FENCE
NOT TO SCALE
2" MIN AC PVIVIT
2" CSTC
A" 1 1 A " t- C 0 1-
N C TE.- UIL.*
REFER TO GEOTECHNICAL ENGINEER'S STUDY PAVEMENT DETAIL
TOPOGRAPHY PROVIDED BY- PREPARED BY KRISTINA MARIE WELLER, P.E. OF NOT TO SCALE
EARTH CONSULTANTS, INC. & DATED J/Jl/0,5
P'qoifio (,nq Qf rvp Q Tn o CtID DE'f11)A4AJEA1f)AT11)A1C' C11D /11/rD E-V1'1A11AT11)A1 FME ANO AID ADDRESS ,Qlr.,Kl pcmmp
2 — AIA110,- U
OF UNSUITABLE FILL. "n' UUN 1 -HAU I UR 16 RESPONSIBLE FOR
PROFESSIONAL LAND SURVEYING 1-90"'10IN CONTROL AND DRAINACE
P. 0. BOX 3286 APPROVED FOR CONSTRUCTION
EVERETT, WA 98213 APPROVEED AS NOTED
BY ENGINEERING TICE
PH. 425.508.4951 FAX 425.357.3577 L.—MR INSPECTION j
Pes-lnc@Comcast.net 4' r;kl V - -- -
Date: 4-1z'le- CITY ENGINEER
I-, - _"' "_
DATE
UTILITY CONFLICT NOTE:
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
11-3-05
LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES
WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING
3-20-06
THE UIILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL
LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLINC UTILITY LOCATE AT 1-800-424-5555 AND THEN
POTHOLING ALL OF THE EXISTING UTILITIES AT THEIR
LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID
UTILITIE3 AS SHOWN ON THESE PLANS ARE BASED UPON THE
UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO
VARIATION.
06
I
F -EXPIRES, 11/05/L7]
PREPARED BY:
DONNA L. BRESKE, P.E.
6621 FOSTER SLOUGH RD.
I
SNOHOMISH, WA 98290
PHONE: (425) 334-9980
FAX: (425) 334-7380
yiwmik "' " �' 7 -1
T
SITE ADDRESS
DATE 'LL6�3, 22808 6TH PL'W
% DS, WA 98020
DRAINAGE, GRADING & TESC
FOR
REGAL HOMES LLC - LOT I
TAX ID: 00937900000100 PFN:
DEVELOPER: REGAL HOMES LLC, 2306 119TH STREET SW, EVERETT, WA 98204
SCALE: I"= 10' 1 ISSUE DATE: 8-3-05 1 SHT NO. I OF I
11ce
.,SUB
- 42006
p8pTMENT
, i� 10, ND S