21912 78TH PL W.PDF111111111111
6719
21912 78TH PL W
. i
ADDRESS: 7g7-;'7
TAX ACCOUNT/PARCEL #:
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS.#: 1/0()(V DETERMINATION: El Conditional Waiver- Study Required a Waiver
CRITICAL AREAS #: DETERMINATION: El Conditional Waiver Study Required Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER — list permit #'s):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
LID #:
SHORT PLAT FILE:
LOT:
BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USEIENCROACHMENT PERMIT #:
FOR:
*WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forrns\Jana's Street File Checklist 5-14-08.doc
#P20
City of Edwhds
Development Service,sDepartment,
Plannin ion
, g.Divisi
Phone: 425.. , 77i.0120
Fax: 425.771.0221
'The Critical-Aitas Checklist contained oh'this,fb is to
be filled, out. by zny person preparing. a Development
Perniit Application for the City of Edmonds prit)r to
,his/her submittal.. of the application to theCity.,
The purpoi; s'e.of-th6 Checklist,is to . enable City staff to
determine whether . any:potential Critical Areas are, or
may b I e, present , on, the s�ibject pfopetty. 71id information
to complete the Checklist should be Jieatily
available from observations of the site or data available at
city - Hall (Critical areas invento,ries,,.'mdps,. �or, soil
City Receipt #:--A: t-G, JO 0 --.221 K
Critical Areas,File C, . 10 . �,A )-b'd 4, -
Critical Areas Checklist Feef: $13
DateIMailedtqA pli
p icant: tl-�
A property I oWnerj or his/fier authorized representative
must "fill -out the chepklist,- sign and date it,w and submit A..
to the Cit ty revi
y. - The, Ci will.. the checklist, make ' a,,
precursory site, visit, . and make 'a determination of the
subsequent stieps necessary to complete *a development
permit application.
Please submit A vicinity map, along with the signed COPY
of this form to assid City staff in firiding and locating the
specific piece of property described on this form... In
addition, the applicant. shall include other pertinent
mf6iiriation (e.g. site -plan, topography Map, etc.) or
P 2 0
CAFilbNo:
(0
Critical Areas Checklist
,si e. ofma
"t 1" tion (soils/topography/hydrology/ve
rtation)
Site. A44 "' s/Location: .67 *P.1 -112-3 Z: 2-0 �7 cj
Pr pertiyT.axAccount,Num.1*r: 001ho i D, _10f:(gbp -Se,
3. te
Approximate $i Size (acres or,square feeft- -7 'S, �P
4. Is this �site currently developed? yes; no.
LJO OL V1L_4___ FI-A V'S';
If' hoW is,� site: developed?
yes;
bescri-be' the g:enerdi,site, topography. Check all that apply.
flat: less than57feet elev �hanee oveuentike site.
atiori
Rollin
Plopes on �site.: generally les& than 15% (a vertical rise of 10-feet ov
er a horizontal
disiance,of 66-fe
"let)
Imlilly. sl s site more than'15% and less"�than 30% (a(verti6al rise �of 10466t
ppes pm:,i�nt.6n il of
over.a horizontal distance of 33 to, 66-feet).
Steep: gra4es, of t th 36%, present on.site (a, vertical rise of 104eet -over a I horizon
grea er, an tal
distancetifiess than 33-feet).
Qtber.(pleaso describe):
7
.6. Site: contains areas, of year-round standihg, Water: Ap' D th':
prox! ep --------
Site: contairi� areas ofseasonal standing water.; N 0 Approx. Depth:
WhAtsimson of theyear?:�
8. site is in tile floodw4y'. '.0,0 floddplimi- of Water course
am
9. gite contau*0 a creek or an area where
waterflows across the 'grounds surface? Flows.are year-round?
'Flows.are'seasoiW!:Vt��t�time,ofyetit?, &p-r
10. Site is pfirnan I 1� f ted 'shrubs mixed
y:.. ores meadow
urbanlandsc,a ed.(lawnshrub etc)
p,
ill. Obvious wedand ispresentbn site:,. PY
4.
Is.
Critical Areas inverit6ry gr C.A., map indicates Oitkal Area oh site?
DETERMINATION
STUDY RgQjJ1REI)_
-WAIVER
PLANNING DATA Street F=ilel
SINGLE FAMILY RESIDENTIAL
Name: b-cli-Ovi WOVVI-P"�,
Review Date:
Site Address: -,Z, 161 -7 ce) 1'-H -P I a cc We 6t-
Permit Number: BLD -
Project Description: Pw Sf M-ta c,� tLO e, LDt #
Zoning: P—S
Comp Plan: V'Jo a V1
Corner Lot: (YES
lag Lot: (YES 0
Small Site Plan: ( 9E /NO)
ADU Created: (YES A9
LLA:
CUP:
Variance:
Shoreline:
Subdivision/Legal/Recording Number:
Legal Nonconforming Land Use Determination Issued: (YES /9
Critical Areas Determination #:
El Study Required'
Waiver
SEPA Determination:
Req ired Setbacks
Street:
Side- 7-5
Side- —7, e5
ActualSetbacks
Street:
7
Side: —7—�e:
9-
Rear:
DtftaLhedStLuutures ReekeftestRztat=g Walls e Feaeea���bors
B n o >39!LStiairs * Covered-Brck7Wrch * >-+&�es
�C�himney�iirep=ace e U�UincoveredUnenclosed<30"Deck/Porch/(!!D
?a-ho mw� Joe, 2! JI/ rcav, fP--
Parking Required: 2
Parking Provided:
Coverage Required: 35%
Coverage Provided:
Lot Area:
Lot Coverage
Calculations:
a He�qh t
B ilding
Datum Point:
Datum Elevation: 7--
Maximum Height: 25' 419. to
ActualHeight: LH-7.v�
C,
Q
3'1 0
A V e,
+ 419 - I D
- - - - - - - - - Pra—n
By: Gina Janicek Associate Planner.
OV EbAf
A
tp
40
Certificate of Occupanc
Building Division
This certificate is issued mi accordance with the requirements of Section 111 of the 09 International Building Code cerffying
that at the time of issuance this single family residence was in compliance with the applicable provisions of the codes and
ordinances of the city regulating construction and use of buildings.
Description: 64 - Single Family Residence New
Site Address: 21912 78TH PL W, EDMONDS Permit,No: BLD20120582
Construction Type: VB Parcel No: 00461000201500
Owner, BELTON HOMES, LLC Occupancy Group: R-3
16108 ASH WAY, SUITE 201
LYNNWOOD, WA 98087
P Bioding Offil-cial
POST *IN A CONSPICUOUS PLACE
05/21/2013
Date Issued
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9 .4 SF�
15 00'
���"C=394.71 40.00'
4
7105 SIF
15.00 1
PLAN 467-7,A
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i�
GARAGE LEFT
16 ri I
Ictp I
MF=393.� 193 SF--J, Lo'
ct
INv=389.0 18.00'
r-o,— (COVERED PORCH
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GF=392.3
394' 4). tkr�
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61.74'
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STONEBRIDGE, LOT 4
BELTON HOMES, LLC
16108 ASH WAY, SUITE 201
LYNNWOOD, WASHINGTON 98087
OFFICE : 425-775-8661 FAX : 425-742-8469
STATE REGISTRATION #BELTOHL883L2
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SITE PLAN INFORMATION
PROPERTY OWNER & CONTRACTOR:
BELTON HOMES, LLC,
16108 ASH WAY, SUITE 201
LYNNWOOD, WA 98087
425-775-8661
SITE ADDRESS:
21912 78th PLACE W.
EDMONDS, WA 98026
LEGAL DESCRIP11ON:
BUILDING HEIGHT CALCULA11ON
(ORIGINAL GRADE)
A=392.18
8=393 ' 42
C=394.71
1,572.41 + 4 = 393.10 AVE. ELEV.
MAXIMUM HEIGHT = 393.10 + 25 =418.10
PROPOSED MAX. ELEVATION =417.33
IMPERVIOUS AREAS (FROM APPROVED PLA
HOUSE/EAVES/PORCH 2,195 SO FT
DR'VEW 1.293 SO FT
CONICS& 113 SO, FT
TOTAL 3,601 SO FT
10' PUBLIC
DRAINAGE
EASEMENT
--390
I- WATER SER4E
I/vv'Jeo —
L
6
0---i-- ,
y0j,
k m�;
10' PRIVATE
DRAINAGE >
ASEMENT
r
PRIVATE >
RAINAGE
S M T 0
1 OA E JEN
D 0
R LOTS
3 390 rq
2- It
9c))
I' PUBLIC
SIDEWALK
EASEMENT
LOT 4 INFORMATION
TOTAL LOT AREA -
6,452 SQUARE FEET
AREAS
MAIN FLOOR
1,365 SQ. FT.
UPPER FLOOR
1,590 SQ. FT.
GARAGE
429 SQ. FT.
PORCH
193 SQ. FT.
WALKWAY
18 SO. FT.
DRIVEWAY
1,293 SQ. FT.
PAT10
94 SO. FT.
LOT 4, STONEBRIDGE COURT
ASSESSOR'S PARCEL NUMBERS: PROJECT BENCH MARK
00461000201500, TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF 222nd
00461000201600, STREET S.W. AND 76th AVENUE W.
00461000201701 ELEVATION : 374.92 SCALE: 1"=20'
DATUM : CITY OF MOUNTLAKE TERRACE — NGVD 1929
LOT COVERAGE SITE BENCH MARK : WILL BE FURNISHED AS CONSTRUCTION is
COMPLETED 0' 5' 10' 20'
FOOTPRINT - 1,994 SO FT
COVERAGE 1,994+6,452=30.9% FCC- mmf,- mli�o
LOVELL-SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036
TELEPHONE: 425.775.1591 LSA FILE NO. 4912 DATE: 8-30-12 DRAWN: JTT
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=394.�71' 40.00'
F)/P
4 jL_ 8.25L]
0 1 cwi -bf r__T_ 7 -
PLAN 467-, 1 k 15,10 1
i 3; i
GARAGE �EFT 16 pa I
MF=393.� 193 SF-*'
. I p
INV=389.0 18.00' r q
c-ov-ER-E ORCH
23. LL1.21
i �63 SF
b I DRAW�y
92.3 5 4"PV
011.2%
m . . . . .
22.00' A=;,: 92
z 15.00'
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STONEBRIDGE, LOT 4
BELTON HOMES, LLC
16108 ASH WAY, SUITE 201
LYNNWOOD, WASHINGTON 98087
OFFICE : 425-775-8661 FAX : 425-742-8469
STATE REGISTRATION #BELTOHL883L2
16P
I--:, c k A o' *
'q cz -, eagi- I' con
J
4=380. 80
10' PUBLIC
DRAINAGE
EASEMENT
--,390
1- WATER SER4E
-119060
t
'390 )
00
11 0 ' PJRVATE
0' PR'
DRAINAGE
GE
/>
ASEMENT
R LOTS
rn
2-
_SS
11' PUBLIC
S DEWALK
E SEMENT /_ —
19
SITE PLAN INFORMATION
BUILDING HEIGHT CALCULATION
(ORIGINAL GRADE)
LOT 4 INFORMATION
PROPERTY OWNER & CONTRACTOR:
A=392.18
TOTAL LOT AREA —
B=393.42
6,452 SQUARE
FEET
BELTON HOMES, LLC
C=394.71
D=392.10
16108 ASH WAY, SUITE 201
1,572.41 + 4 = 393.10 AVE. ELEV.
AREAS
LYNNWOOD, WA 98087
MAIN FLOOR
1,365 SQ. FT.
425-775-8661
MAXIMUM HEIGHT = 393.10 + 25 =418.10
UPPER FLOOR
1,590 SQ. FT.
GARAGE
429 SQ. FT.
SITE ADDRESS:
PROPOSED MAX. ELEVATION=417.33
PORCH
193 SQ. FT.
WALKWAY
18 SO. FT.
21912 78th PLACE W.
IMPERVIOUS AREAS (FROM APPROVED PLANS)
DRIVEWAY
1,293 SQ. FT.
-EDMONDS, WA 98026
HOUSE/EAVES/PORCH 2,195 SQ FT
PATIO
94 SQ. FT.
DRIVEWAY 1,293 SQ FT
LEGAL DESCRIPTION:
-TE 113 SO, FT
TOTAL 3,601 SQ FT
LOT 4, STONEBRIDGE COURT
ASSESSOR'S PARCEL NUMBERS:
PROJECT BENCH MARK
COA
00461000201500,
TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF 222nd
1 00461000201600,
STREET S.W. AND 76th AVENUE W.
00461000201701
ELEVATION : 374.92
SCALE: 1"=20'
DATUM : CITY OF MOUNTLAKE TERRACE — NGVD 1929
N%i"6ii
LOT COVERAGE
SITE BENCH MARK : WILL BE FURNISHED AS CONSTRUCTION IS
COMPLETED
0'
5' 10' 20'
FOOTPRINT - 1,994 SO FT
COVERAGE 1,994+6.452=30.9%
LOVELL-SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036
TELEPHONE: 425.775.1591 LSA FILE NO. 4912 DATE: 8-30-12 DRAWN: JTT
)- to� \,-)- llp" Vdt--,.,
LOT LINE (TYP.)
P-Tr� nRAIN DRYWE
394
P.J24111PE r Pv 39-2- 33 SIL
R P,#C) M P #C 2 3 3 �r- S I LT
F BMP#C 23 PLASTIC 392
V #C
�M 11 1 (
)TT C yp
r-BOTTOM T FENCE(TYP-) 390
A 11 1 t�7Sn� V0
r\u I . bI U q STOC DRIVEWAY PROFILE
D V _7E C-LINED KPILE. 11,101
r-FABRI SCALE: H&V:: 1
"GRATED LI
CONSTRUCION SEQUENCE EROSION /SEDIMENT CONTROL (ESC) NOTES
(DEPTH PER SOILS 'ENG. PATI , 0 1. ATTEND PRE -CONSTRUCTION MEETING. CALL 1. ESC MINIMUM REQUIREMENT � CONSTRUCTION ACCESS
..... ..... F G MAIN NOT 392.3 /Z ENGINEERING INSPECTOR (771-0220 ROUTE CONSTRUCTION VEHICLE: ACCESS SHALL BE,
TIE I TO EXT.1326) TO SET UP MEETING. WIIENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS
T BE D POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR
Ti T1. I 81"t 2. CALL FOR UTILITY LOCATIONS CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT
(1-800-424-5555). ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO
A ROAD SURFACE. THE ROADS SHALL 13E CLEANED
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL
3. CONTRACTOR TO REVIEW AND READ ESC BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING
NOTES AND PLAN. AND BE TRANSPORTED TO A CONTROLLED SEDIMENT
BM P#C1 21 392.5 4"INV=391.3 DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING
4. FLAG CI FARING LIMITS. SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN
MULCHING EXPOSED ROOF. DRAIN HI. PT. F)/P 5. INSTALL AND MAINTAIN ALL TESC MEASURES THIS MANNER.
ACCORDING TO APPROVED PLANS, CITY OF 2. ESC MINIMUM REQUIREMENT - STAE31UZATION OF
0) EXPOSED AREAS:
SO�_S(TYP-) EDMONDS STANDARD DETAILS, EM, E1.2, ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL
E1.3. AND ALL OTHER MEASURES THAT MAY BE STABILIZED BY SUITABLE APPLICATION OF BMPS,
N BE REQUIRED DURING CONSTRUCTION. - INCLUDING. BUT NOT LIMITED TO, SOD. HYDROSEEDING. OR
INTERCEPTOR SWALE SHALL BE INSTALLED OTHER VEGETATION, PLASTIC COVERING, OR MULCHING.
L PRIOR TO SM GRADING/CLEARING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED
IN ACCORDANCE WITH THE MANUAL THE EXPOSED SOILS
SHALL BE STABIUZED ACCORDING TO AN APPROVED
6. CLEAR SITE PER THIS PLAN (DEMO, ROUGH.. TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED
E.G.=392.0 GRADING). FOR MORE THAN TWO DAYS MOM OCT013ER 1
W E
FG AT FNDN=392.5 APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1
7. CONTRACTOR TO ADHERE TO STABILIZATION THROUGH SEPTEMBER 30).
FF=393.0 OF EXPOSED AREA REQUIREMENTS AND
MAINTAIN DUST CONTROL 3. ESC MINIMUM REQUIREMENT - PROTECTION OF
S ADJACENT PROPERTIES:
ADJACENT PROPERTIES SHALL BE PROTECTED FROM
I B.O.F.=391.0 8. INSTALL UTILITIES (SEWER, STORM, WATER, SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE
SCALE : 1"=10' POWER, GAS, ETC.). BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR
$I' ROOF DRAIN MULCHING, OR BY A COMBINATION OF THESE MEASURES
momommm 9. FINAL GRADE/PAVE, MAINTAIN CB AND OTHER APPROPRIATE BMPS.
E6mpE6mwm9lmm 4 SS INV=389. I PROTECTION.
01 108 t,4"PVC--, 4. ESC MINIMUM REQUIREMENT - MAINTENANCE:
5' 10' 15' 20' ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE
/ I \ 10. LANDSCAPE, HYDROSEED AND MULCH ALL REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO
LEGEND ROOF DRAIN @ 0.86% EXPOSED AREAS. DISTURBED AREAS SHALL ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED.
BE COMPOST -AMENDED. FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE
xxx DESIGN CONTOURS PER PLANS 104 0 r- 4" P VC 11. REMOVE ESC DEVICES ONCE PERMANENT SITE CONDUCTED IN ACCORDANCE WITH THE MANUAL
STABIUZA11ON MEASURES ARE 5. ESC MINIMUM REQUIREMENT - OTHER BMPS:
PROPOSED FINISHED CONTOURS @ 0.89% COVERED PORCH INSTALLED. APPROVAL BY CITY REQUIRED, AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO
12 PRIOR TO REMOVAL OF ESC DEVICES. MITIGATE THE EFFECTS INCREASED RUNOFF SHALL BE
........................ . BSBL=BUILDING SETBACK LINE -zl APPLIED.
6 ESC MINIMUM REQUIREMENT - UNDERGROUND UTIUTY
4"SSCO: 7 -J CbNsTRuc-nON:
THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL
t ... ... SPECIFICALLY ADDRESS THE FOLLOWING:
A. EROSION CONTROL FOR EXCAVATED STOCKPILED
MATERIALS;
MMIMUM DRIVEWAY SLOPE
B. THE PLACEMENT OF EXCAVATED MATERIAL MERE
ALLOWED 141% CONSS NT WITH SAFETY AND SPACE
CONSIDIEERATIONS SHALL BE PLACED ON THE
UPHILL SIDE OF TRENCHES;
D IVE-WAY.- C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE
R E
INTO SEDIMENT TRAPS. SEDIMENT PONDS, OR
OTHER ACCEPTABLE MEANS);
RIVA�E CB
D. TRACKING AND SPILLING OF MATERIALS ON
-2.2 . STREETS DUE TO HAULING;
RI =391.4 E. DAILY CLEANUP AND STREET MAINTENANCE.
392,5. ACCEPTABLE TIGH
Appilcant shall repair/replace alldarnagis to '..3 9 2..3. VI V =�88.160 MATERIAL
utimin or frontage improvements In City SLA,13...'. LO
r city standards that is caused Low 'SLAB- 9) DWY TO 8 DR 35
right-of-way pe VC
27 7, SCH 40
or occurs during the permitted project. 7
"00 -12
0
-06.30 % N
:.RD INV#�390-37. FBI 0 HANCOR
is
C_
A I N 90
- - - - - - - - - - - - - - - - - - - - - - - - - - -
CERTIFIED EROSION AND SEDIMENT
CONTROL LEAD (CESCL)
CONTRACTOR SHALL PROVIDE A DOE CERTIFIED CESCL WHO
SHALL BE AVAILABLE AT ALL TIMES.
STORMWATER CLASSIFICATION WORKSHEET INFORMATION:
1. PERMEABLE PAVEMENT PROPOSED=0.0 SF
2. IMPERVIOUS AREA TABLE (SEE TABLE ON THIS SHEET)
3. TOTAL AREA OF LAND DISTURBING ACTI\ATY=6,452±SF
4. EARTHWORK QUANTITY:
EXCAVATION=1 15±CY, FILL=21±CY,- TOTAL=115±CY
5. PROJECT `IMLL NOT CONVERT 3/4 AC OR MORE OF NATIVE
VEGETA11ON TO LAWN OR LANDSCAPED -AREA
6. WATERSHED=CREEK OR LAKE BASIN=HAH S CREEK
7. PROJECT CLASSIFICATION: SINGLE LOT IN A LARGE SITE PROJECT
IMPFR\Anliq ARFA TARI F' rnATA F*POM rl)
z:9 1 J Q� ! 11 . 11 ., . I I
_BW4C4-05r%)� AtftLI
CONST. ENTRANCE
#C220 SD
IINLE PROTECTIO
_q, -.1 'j*
DRAINAGE CONSTRUCTION NOTES
U
1. FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION A
0
a ffn nal z
SYSTEM. INDIVIDUAL LOT F001ING DRAINS SHALL BE TO DRYWELLS
L e% z
INSTALLED AT TIME OF BUILDING CONSTRUCTION. T\JC 61-ec 6,
be myly-r-d ks% ,
2. PIPE MATERIAL: 61
UNLESS CALLED OUT OTHERWISE ON THIS PLAN, ALL STORM DRAIN V)SI CPY\Atre 10
PIPE MATERIAL SHALL BE PER C.O.E. APPROVED MATERIALS LISTS
MM-1, MM-2 & MM-3. (yev, .
3. INDIVIDUAL LOT FOOTING/WALL DRAINS WILL.GO TO INDIVIDUAL
DRYWELLS LOCATED ON EACH LOT
CDC'r%l A I PrNKICTDI lr%Tlr)KI K InTC7(Z
TYPE
AREA (SQUARE FEET)
NON -REGULATED -
0
1111111111111111111771
EXEMPT
REGULATED
REPLACED
0
0
NEW (POST 1977)
+
3.601
TOTAL REGULATED IMPERVIOUS AREA
3,601
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S)
3,601
REGULATED AREA NOT YET MITIGATED
0
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT, DEVELOPMENT TECHNIQUES
0
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES
0
3 tps� G� ve?\ V�X) T �K 01 oo-7 C) o2lo
1. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND
2. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST
AMENDED TO MEET REQUIREMENTS OF OF BMP T5.13, OF THE
STORMWATER MANUAL VOL.5, CHAP.5.
3. THE FOLLOWING PLAT IMPROVEMENTS (IF NOT DONE) SHALL BE INSTALLED:
A. 6"SSCO AT PROPERTY LI ADJUST TO GRADE AND INSTALL 12"
LOCKING COVER NTH 1/2"HEX BOLTS AND CONCRETE COLLAR.
B. -TYPE-A' CURB/GUTTER, CONC. DWY, AND 5' SIDEWALK. tN5,r1VU6D
6/Ti-&-r impRovewu-T!5
CONSTRUCTION NOTE
1. ALL MATERIALS- AND WORK SHOWN ON THESE PLANS
SHALL CONFORM TO -THE CITY OF EDMONDS STANDARD
CONSTRUCTION SHALL CONFORM TO THE LATEST CITY
STANDARDS AND SPECIFICATIONS.
UTILITY -CONFLICT NOTE,
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS
APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS
OF ALL UTILITIES IN THE AREA TO DETERMINE:THE LOCATION AND
DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY.
CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO
CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT
ENGINEER IMMEDIATELY.
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MTND,OR,WA)
\ \�v
394 Lovell Sauerland
392 A'ssociate-s' Inc.
390
7� Q Q E,ngiiieers/�pr'v.0yor'.s/"Planners
Development Consultants
19217 36th Avenue W.
Suite 106
GENERAL NOTES
Lynnwood,, WA 98036.
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS
SHALL CONFORM TO THE CITY OF EDMONDS phone: (425)775-1591
STANDARD PLANS AND DETAILS. THE FOLLOWING
SPECIFICATIONS AND CODES, AND ALL OTHER
APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL
CODES, RULES AND REGULA11ONS: e-mail: info@lsa:engineering.com
- CURRENT INTERNATIONAL BUILDING CODE (IBC)
- 2010 WSDOT/APWA STANDARD SPECIFICATIONS web: Isaengineering.com.
FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUC11ON
- WASHINGTON STATE DEPARTMENT OF ECOLOGY
STORMWATER MANAGEMENT MANUAL FOR THE
PUGET SOUND BASIN (CURRENT EDITION)
2. CONTRACTOR SHALL RECORD ALL APPROVED O'co
DEVIATIONS FROM THESE PLANS ON A SET OF
*AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL I.Q�
AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE 46
DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR -
PROJECT COMPLETION AND ACCEPTANCE. A SET OF
AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE
CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE 49
BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. is
3. CONTRACTOR SHALL LOCATE AND PROTECT ALL
UTILITIES DURING CONSTRUCTION AND SHALL CONTACT
THE UNDERGROUND UTILITIES LOCATION SERVICE ZND $U15IAITT1\L-10/11/l?-
(1-800-424-5555) AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION.
cli
4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND I
DIMENSIONS AT THE PROJECT SITE BEFORE STARTING �2
WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE I
OF ANY DISCREPANCIES.
5. CONTRACTOR SHALL OBTAIN A COPY OF THE
GEOTECHNICAL REPORT (WHERE APPLICABLE) AND 0
0-
SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE
CONTENTS THEREOF. ALL SITE WORK SHALL BE
PERFORMED IN STRICT COMPLIANCE WITH THE
RECOMMENDATIONS OF THIS REPORT. cli
6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL
PERMITS REQUIRED FOR INSTALLATION OF ALL SITE
IMPROVEMENTS INDICATED ON THESE DRAWINGS.
7. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR z
STABILIZED BY OTHER ACCEPTABLE METHODS FOR
THE PREVENTION OF ON -SITE EROSION AFTER THE 7
COMPLETION OF CONSTRUCTION. SEE EROSION 0
CONTROL PLANS FOR SPECIFIC GRADING AND EROSION
CONTROL REQUIREMENTS.
THE CONTRACTOR SHALL KEEP OFF7--SITE STREETS
CLEAN AT ALL TIMES'BY SWEEPING. WASHING OF
THESE STREETS WILL NOT BE ALLOWED WITHOUT
ca
PRIOR APPROVAL.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL
r4
INSTALL AND MAINTAIN SHORING AND BRACING AS
NECESSARY TO PROTECT, WORKERS, EXISTING
BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER
EXISTING AND PROPOSED IMPROVEMENTS AND
EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING
EMBANKMENTS. �CONTRACTOR SHALL ALSO BE
RESPONSIBLE FOR REMOVAL'OF� SHORING AND
BRACING, AS REQUIRED.
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE
CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER
SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET
CLOSURES OR OTHER ACCESS RESTRICTIONS.
CONTRACTOR SHALL�NOT RELOCATE OR ELIMINATE z
ANYHYDRANTS WITHOUT FIRST'.OBTAINING MITTEN
APPROVAL FROM THE. nRE-MARSHAL. <
_j LIJ
z __j
ry (J�
0 Ljj
EXPMED SURFACES. -110 C)
C).e 'co
tOVE'RED WITHIN 2 D&3 0
F_
D,
Ld
F_ ry
:RICq�ftRA0 TOR IS RESPOINSIBLE FOR < d M
: OMN CONTROL AND DMiNAGE
.R
0-)
Of QE)
o
F_ 0
ENGINF,E-';ERI G DIVISION V)
NOTEP
$v S
Date: 1,J 151 Cn
RESUE
P LN Z.CO-7 b 0 Z-0 F�09- VYA OP, 0 IN fO OCT 18 2012
C�
P.) 00
LOT LINE (TY
FTG. DRAIN DRY
17.6' -7w 60 A.. r% r�- r
394- 394 Lovell 4u'e'land
,,24"PERF P V LASTIC _192 3r-SILT 3 @ _r-U0.10
13MP#C 23 P MP#C23 92
61 3 -392 Assot0iAtes, Inic''.
r-BOTTOM \V t- FENCE(TYP-) 390- -390
Engineers/SurVeydrs/Planners
RO ILL D 11_\�S(TYP.) .388-�- -388
STOCKP Development Consultants
DRIVEWAY PROFILE
r STOCKPILE
r-FABRIC-LINED of
. 1 .1 . I SCALE: H&V:: 1 =10' 19217 36th Avenue'W.
Tr_.D LIDy
"GRA Suite 106
CONSTRUCTION SEQUENCE EROSION /SEDIMENT CONTROL (ESC) NOTES GENERAL NOTES Lynnwood, NA 98036
(DEPTH PER SOILS �ENG P A TIP 1. ATTEND PRE -CONSTRUCTION MEETNG. CALL 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS
iS
fjb�,� 392.3 ENGINEERING INSPECTOR (771-0220 ROUTE CONSTRUCTION VEHICLE: ACCESS SHALL BE, SHALL CONFORM TO THE CITY OF EDMONDS phone: (425)775-1591
FCOTING brAIN EXTA 326) TO SET UP MEETING. WHENEVER PRACTICAL, UMITED TO ONE ROUTE. ACCESS STANDARD PLANS AND DETAILS, THE FOLLOWING
POINTS SHALL BE STABILIZED NTH QUARRY-SPALLS OR SPECIFICATIONS AND CODES. AND ALL OTHER
-ro BE TED:� lmTo. .::
2. CALL FOR UTILITY LOCATIONS CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL
ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO CODES, RULES AND REGULA11ONS: e-mail: info@ls6erigineering.com
(1-800-424-5555). A ROAD SURFACE. THE ROADS SHALL BE CLEANED
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL - CURRENT INTERNATIONAL BUILDING CODE (IBC) web: Isaengineering.com
- 2010 WSDOT/APWA STANDARD SPECIFICATIONS
3. CONTRACTOR TO REVIEW AND READ ESC BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING
NOTES AND PLAN. AND BE TRANSPORTED TO A CONTROLLED SEDIMENT FOR ROAD, BRIDGE AND MUNICIPAL
BMP#Cl 21 392.5 4"INV=391.3 DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING CONSTRUCTION
4. FLAG CLEARING LIMITS. SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN - WASHINGTON STATE DEPARTMENT OF ECOLOGY
MULCHING EXPOSED ROOF DRAIN HI PT. I F)/ p THIS MANNER. STORMWATER MANAGEMENT MANUAL FOR THE
5. INSTALL AND MAINTAIN ALL TESC MEASURES 2. ESC MINIMUM REQUIREMENT - STABILIZATION OF PUGET SOUND BASIN (CURRENT EDITION) 10
ACCORDING TO APPROVED PLANS, CITY OF EXPOSED AREAS: I? -
EDMONDS STANDARD DETAILS, E1.1, E1.2, ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL 2. CONTRACTOR SHALL RECORD ALL APPROVED
S E1.3, AND ALL OTHER MEASURES THAT MAY BE STABILIZED BY SUITABLE APPLICATION OF BMPS, DEVIATIONS FROM THESE PLANS ON A SET OF
N BE REQUIRED DURING CONSTRUCTION. INCLUDING, BUT NOT UMITED TO, SOD. HYDROSEEDING, OR "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL
INTERCEPTOR SWALE SHALL BE INSTALLED OTHER VEGETATION. PLASTIC COVERING, OR MULCHING. AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE
PRIOR TO SITE GRADING/CLEARING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR
IN ACCORDANCE WITH THE MANUAL THE EXPOSED SOILS PROJECT COMPLETION AND ACCEPTANCE. A SET OF
SHALL BE STABILIZED ACCORDING TO AN APPROVED
=392 6. CLEAR SITE PER THIS PLAN (DEMO, ROUGH TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE
E.G. 0 CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF 'ME 4989
W E GRADING). FOR MORE THAN TWO DAYS FROM OCTOBER I THROUGH BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. S
FG AT FNDN=392.5 APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1
7. CONTRACTOR TO ADHERE TO STABILIZATION THROUGH SEPTEMBER 30). 3. CONTRACTOR SHALL LOCATE AND PROTECT ALL
FF=393.0 OF EXPOSED AREA REQUIREMENTS AND
MAINTAIN DUST CONTROL. 3. ESC MINIMUM REQUIREMENT - PROTECTION OF UTILITIES DURING CONSTRUCTION AND SHALL CONTACT
S ADJACENT PROPERTIES: THE UNDERGROUND UTILITIES LOCATION SERVICE ZND SIL15MITTAL-10/11/11Z
ADJACENT PROPERTIES SHALL BE PROTECTED FROM (1-800-424-5555) AT LEAST 413 HOURS PRIOR TO
B.O.F.=391 .0 8. INSTALL UTILITIES (SEWER, STORM, WATER, SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE
SCALE : 1"=10' POWER. GAS, ETC.). BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS. DIKES OR CONSTRUCTION. 04
MULCHING, OR BY A COMBINATION OF THESE MEASURES
ROOF DRAIN 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND -1
1151 Iffim 9. FINAL GRADE/PAVE, MAINTAIN CB AND OTHER APPROPRIATE BMPS. DIMENSIONS AT THE PROJECT SITE BEFORE STARTING �2
ME sm Elm 41$SS INV=389. 101PVC PROTECTION. 4. ESC MINIMUM REQUIREMENT - MAINTENANCE: WORK AND SHALL N01IFY OWNER'S REPRESENTATIVE 01
01 5' 10' 15' 20' 108$r-4 ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE OF ANY DISCREPANCIES. -
10. LANDSCAPE, HYDROSEED AND MULCH ALL REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO
LEGEND ROOF DRAIN @ 0.86% EXPOSED AREAS. DISTURBED AREAS SHALL ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED 5. CONTRACTOR SHALL OBTAIN A COPY OF THE
BE COMPOST -AMENDED. FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND 0
xxx 104 "4 PVC CONDUCTED IN AC . CORDANCE NTH THE MANUAL SHALL THOROUGHLY FAMILIARIZE HIMSELF NTH THE
DESIGN CONTOURS PER PLANS 11. REMOVE ESC DEVICES ONCE PERMANENT SITE CONTENTS THEREOF. ALL SITE WORK SHALL BE
STABILIZATION MEASURES ARE 5. ESC MINIMUM REQUIREMENT - OTHER BMPS: PERFORMED IN STRICT COMPLIANCE WITH THE
PROPOSED FINISHED CONTOURS @ 0.89% COVERED PORCH INSTALLED. APPROVAL BY CITY REQUIRED, As REQUIRED BY THE CITY. OTHER APPROPRIATE BMP'S TO RECOMMENDATIONS OF THIS REPORT.
PRIOR TO REMOVAL OF ESC DEVICES. MITIGATE THE EFFECTS INCREASED RUNOFF SHALL BE .71
......................... BSBL=BUILDING SETBACK LINE APPLIED. 0
rl) 6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL
6. ESC MINIMUM REQUIREMENT - UNDERGROUND U11UTY PERMITS REQUIRED FOR INSTALLA11ON OF ALL SITE
41ISSCO: CONSTRUCTION: IMPROVEMENTS INDICATED ON THESE DRAWINGS.
WALK THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL 7. ALL DISTURBED SOIL AREAS SHALL . BE SEEDED OR
SPECIFICALLY ADDRESS THE FOLLOWING: z
Li
A. EROSION CONTROL FOR EXCAVATED STOCKPILED STABILIZED BY OTHER ACCEPTABLE METHODS FOR
MATERIALS; 'TER THE
7 WIMUM DRIVEWAY &OPE THE PREVENTION OF ON -SITE EROSION AF q
..........
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE COMPLE11ON OF CONSTRUCTION. SEE EROSION 0
ED 141/6 CONSISTENT NTH SAFETY AND SPACE U
&LOW CONTROL PLANS FOR SPECIFIC GRADING AND EROSION
CONSIDERATIONS SHALL BE PLACED ON THE
CONTROL REQUIREMENTS.
GARAGE.. UPHILL SIDE OF TRENCHES;
Applicant shall repair/replace all damage to
E-WAY.- 5;
flities or frontage improvements In City DRIV. C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE 1.1
ut B. THE CONTRACTOR SHALL KEEP OFF -SITE, STREETS
E
INTO S DIMENT TRAPS, SEDIMENT PONDS, OR
CLEAN AT ALL TIMES BY SWEEPING. WASHING Or
OTHER ACCEPTABLE MEANS);
right-of-way per City standards that Is caused I
0 RIVA�E C13 D. TRACKING AND SPILUNG OF MATERIALS ON THESE STREETS WILL NOT BE ALLOWED WITHOUT
STREETS DUE TO HAULING; PRIOR APPROVAL. Z
2
r occurs during the permitted pmjM. x
.2
E. DAILY CLEANUP AND STREET MAINTENANCE.
RI = 391.4
9. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL
39245. 114
INSTALL AND MAINTAIN SHORING AND BRACING AS
...392.3 /4 V488.60 NECESSARY TO PROTECT WORKERS, EXISTING,
BUILDINGS, STREETS, WALKWAYS, -UTILITIES AND OTHER
3 -0 TABLE TIGHTLM EXISTING AND PROPOSED IMPROVEMENTS AND
36� OW 'SLAB' LO DWY TO EP
EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING
27
L
..P
1ATERI& EMBANKMENTS. CONTRACTOR SHALL ALSO BE
7
RESPONSIBLE FOR REMOVAL OF SHORING AND
'@6.3'0%
BRACING,. AS REQUIRED.
39 0.37 40
.-RD. `JN 10. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE
HANCOR CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER
0
SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET
CLOSURES OR OTHER ACCESS RESTRICTIONS.
_4_ CONTRACTOR SHALL -.NOT RELOCATE OR ELIMINATE z __j
T41. ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN
P <
APPROVAL FROM 'ME FIRE MARSHAL
7 kls
n
Vy
AIN ---------------------------- 0
19
391.5 z
_I3M.P#C+0-5ru4TABfLI-Z
0
CONST. ENT\RANC ry n
4 #C220r-SD
-IC6 <
051,5hA Cft
A W I-NLE PROTECTIO
CERTIFIED EROSION AND SEDIMENT DRAINAGE CONSTRUCTION NOTES ALL EX
stf&e, oo"il reyE� i�X-ED SURFACES To
CONTROL LEAD (CESCL) (3A tkbl 1. FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION BE C,)VEFIED WMIUM 2 Dgg�3 ry 00
TOL
SYSTEM. INDIVIDUAL LOT F001ING DRAINS SHALL BE DRYWELLS (12)
CONTRACTOR SHALL PROVIDE A DOE CERTIFIED CESCL WHO 0
0
INSTALLED AT TIME OF BUILDING CONSTRUCT]ION. _j
SHALL BE AVAILABLE AT ALL TIMES. Li-
f......
C(-CGf) 2. PIPE MATERIAL:
UNLESS CALLED OUT OTHERWISE ON THIS PLAN, ALL STORM DRAIN
STORMWATER CLASSIFICATION WORKSHEET INFORMATION: PIPE MATERIAL SHALL BE PER C.O.E. APPROVED MATERIALS LISTS . ...... </1
190
N T' R IS RESPOINSIBLE FOR
OWN -
MM-1, MM-2 & MM-3. �V;
x ry
1. PERMEABLE PAVEMENT PROPOSED=0.0 SF 0.17
2. IMPERVIOUS AREA TABLE (SEE TABLE ON THIS SHEET) 3. INDIVIDUAL LOT FOOTING/WALL DRAINS WILL GO TO INDIVIDUAL E f FD'�, i U"
AND DMNAGE
3. TOTAL AREA OF LAND DISTURBING ACTI\ATY=6,452±SF DRYWELLS LOCATED ON EACH LOT. <
171� M
4. EARTHWORK QUANT11TY.
EXCAVATION=1 15±CY-, FILL=21±CY,- TOTAL=115±CY ZC E 'TYP LLJ
�m P; B C 33;SIL
M P# � _)
FENCE
E
/E�)n Ir
SPECIAL CONSTRUCTION NOTES
5. PROJECT WLL NOT CONVERT 3/4 AC OR MORE OF NATIVE QQ
6. WATERSHED=CREEK OR LAKE BASIN=HALLS CREEK 21. ALL DISTURBED AREAS.ON AND OFF -SITE SHALL BE COMPOST ENGIN EIFIING DIVISION 0 0
VEGETATION TO LAWN. OR LANDSCAPED AREA 1. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND
AMENDED TO MEET REQUIREMENTS OF OF BMP T5.13, OF THE P E AS NOTED
7. PROJECT CLASSIFICATION: SINGLE LOT IN A LARGE SITE PROJECT STORMWATER MANUAL VOL.5, CHAP.5.
IMPERVIOUS AREA TABLE (DATA F OM C1) 3. THE FOLLOWING PLAT IMPROVEMENTS (IF NOT DONE) SHALL BE INSTALLED: Date:_AD�71_6111_
TYPE
AREA (SQUARE FEET)
NON -REGULATED
0
177111zzzz1117111/
EXEMPT
REGULATED
REPLACED
0
0
NEW (POST 1977)
+
3,601
TOTAL REGULATED IMPERVIOUS AREA
3,601.
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S)
-7
.3,601
REGULATED:AREA NOT YET MITIGATED
.0
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
.0
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUESI
0
A. 6"SSCO AT PROPERTY LINE: ADJUST TO GRADE AND INSTALL 12" =N U FS U
LOCKING COVER NTH 1/2"HEX BOLTS AND CONCRETE COLLAR.
B. -TYPE-A' CURB/GUTTER, CONC. DWY, AND 5' SIDEWALK. OCT 18 2012
iv\bT7Au,-ED wf PL�� I M F. FRD 'Pu 70020 Fb?-
CONSTRUCTION NOTE IT-0 r UI -DING DEPARTME
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS C ny OF EDMONDS4
APPROVED. FOR CONSTRUCTION
SHALL CONFORM TO -THE CITY OF EDMONDS STANDARD,
CONSTRUCTION SHALL CONFORM TO THE LATEST CITY
STANDARDS AND SPECIFICATIONS.
UTILITY CONFLICT NOTE.
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS
APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS
OF ALL UTILITIES IN THE, AREA TO DETERMINE THE LOCATION AND
DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE OROPERTY.
r1n1,1T0Ar1Tn0 Tn %/E'01C'V "Tit 1TV I n(IATInKIC 00inD Tn
CONSTRUCTION. IF� ANY CONFLICTS, ARE, IDENTIFIED CONTACT
LOT �q sMo8_1 6 f- WM IMO. _Pea_ TP-� ENGINEER. IMMEDIATELY.
SCAU
CITY. OF: EDMONDS AS*.. SHOWN
DATE: DRAWN CHEC-I(ED...- SHEET
JO JPOI
DATE F.B.
08-20-12 493, PG.44 C2
BY. PERMIT #
CITY BUILDING DEPARTMENT BLD2012-00577
LSA FaZ NO.
MET of � 4912-121 OF 2
SECTION 30, T.27N., R.4E., W.M.
7
00461000200700
JAMES E. PLUTE
I?
V
PUGET DR
CASPERS
0, .4 ST
0
< 0
Uj
7 7tn FJLAUL W <
_j DAE WOONG & SOON CHA KIM
14 \Inn" MAIN ST
an r\ 1 IVI
EX. 15' CITY OF
EDMONDS SEWER 0 U)
EASEMENT (A.F. NO.
7610140147) cl�
<
0
8" SAN. SE ER
Ss-
- - - - - - - - - - - - - - - - - - - --
PROPOSED 10' -------
�\?- - EX. 10' CITY OF
PATIO TOP=390.40 -EDMONDS SEWER
fPATI0 CITY DRAIN.
-- ----- - r-EASENTLV-TT----f
I �q, INV=385.68 EASEMENT (A.F. NO.
i lot 7
0) lot 4 lot 5 se=387.50 7610260214)
C-4 'j
se=392-00 se=390 00 avg. eg=388.56
=393.17/ .77 lot 6
avg. eg avg. eg=390'
se=38&60 \PROPOSED 3' OC� Q)) VICINITY MAP
&yg. ��388-7 PRIVATE DRAIN CD
L E'MENT ON LOT 6 (NO SCALE)
FOR #21 20
COVERED PORCH
/COVERED PORCH
472 A
-ri,7 - E3
C('R
4
467-
A
ER/SURVEYOR
> ENGINE
KWAY-
SD-
CONTACT: JERRY OCONNELL
LOVELL-SAUERLAND Sc ASSOCIATES, INC.
---- 4/1 ---------- - -
-36TH AVENUE W., SUITE 106
SP/rACE 19217
r
LYNNWOOD, WASHINGTON 98036
PHONE: 425-775-1591
NOTE: LANDSCAPE
. . . . . . . /41 4-8 1 \ELEMENTS AND UTILITIES
46 .'4 SHALL NOT CONFLICT WITH
I 1 1. 1- 1 OF Ir ONDS GEOTECHNICAL ENGINEE
14
lot 3 rl 1 4-
EX.
BLDG. /Jse-391.5
I I q av4. eg=392.
(APPROX)
00461000201402 (390
JAMES E. PLUTE 6)
;JNDI D L DWY PER--_
A
I WSD )T #F-80.1 0-0� Typ-,
1 01 4 2-B
L
EX. lot 2
HOUSE S
(APPROX)
0) q�4g. e
to
11 Elli
51 PUBLIC VALK E'ME T(
I WV
x-485.5
C M X.)
I I-ju
bf(
1`9 ht=2 44b-A
(WALL B
N UICTE
00 PLAT
lot 1-
F= IMPROVEMENTS)
0
9 se 385.80 1
avg. eg=386.771,/
I A/ uuv 0
12 /DMENDON FLIPE PO
MANIF LID A.'
D TENTION'/OPEN SHACE TRACT999 I j!j
0
0)
4E
ACCES MHL 30
0 L
P
U
W
6"CI W 6"CI
UTILITY EX. CONC. WALK
-0-13OLE �: J/ = . I
77r-R7-77T-7// /160�f6l�ETf/�URB-�14 -1 W-
PLACE EX D Cn G
'n 5' SIDEWALK PER i,,
�-�X. SIDE SEWER
C.O.E.#E-2.13; TAft
so 8 SEf,, SHT C '8" SAN, SEWER - ZSS
SI) - 18"SD C.O.E.#E-2.
ss- a==�
SO
�CONCRETE CURB - 1 11 111 1 /1 /// /I/1-/11/ Z// zz�
5 TONEBRID GE C OUR T PRD
-39'2-
6
004E1 000200502
BRYAN L. BRISCOE
00461000200603
0--
EKHOUSE
EX. HOUSE YIRGIL & DOINA ZANIDACHE
(APPRO.<)#21820
(APPROX)
EX. 10' CITY OF
EDMONDS STORM SEWER
EASEMENT (A.F. NO.
7610260213)
1 -387.66(18")-
NV
r--V- 4
-0-UTILITY
EDMUNDS
'POLE
SNOHOMISH
COUNTY1
1-14
C. B.
00
TOP=393.04
ri-
=r
INV=387.96-8"N/S
17-
R E G E
N C Y
P A
R K
(V 0 L.
2 4,
P G.
8
SPECIAL
CONSTRUCTION
NOTES:
1. THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS
APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE
PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE
LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO
THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED
CONTACT ENGINEER IMMEDIATELY.
2. ADDITIONAL UTILITY EASEMENTS MAY BE REQUIRED SUBJECT TO
EXISTING UTILITY LOCATIONS.
3. COMPACTION TEST REPORTS WILL BE REQUIRED FOR ALL UTILITY
TRENCHES WITHIN THE CITY RIGHT-OF-WAY. SUBGRADE SHALL
BE COMPACTED TO 95% AND COPIES OF TEST REPORTS
PROVIDED TO THE CITY PRIOR TO PAVING.
4. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED
FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. A ROW
PERMIT APPLICATION WITH CONTRACTOR'S SIGNATURE SHALL BE
PROVIDED TO THE CITY.
5. DRIVEWAY GRADES SHALL NOT EXCEED 14%.
6. STREET LIGHTING PLAN AND UNDERGROUND UTILITY PLAN (E.G.
GAS, POWER, ELECTRIC, COMMUNICATIONS) SHALL BE BY OTHERS.
7. INDIVIDUAL LOTS WALL/FOOTING DRAINS SHALL GO TO INDIVIDUAL
DRYWELLS LOCATED ON EACH LOT.
N 7-- POLE
WS DOT TYPE 'A'/ADA RAMP
PER WSOT #F-40.15-01 ON S.S. H
SHT C8. TOP= 85
INV= 78.47
6
15 C',
BASIS OF BEARINGS
CENTERLINE OF 220th STREET S.W. PER
PLAT OF HADLEY'S ACRES (VOL. 8, PG. 30)
BENCH MARK_
TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF
222nd STREET S.W. AND 76th AVENUE W.
ELEVATION : 374.92
DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929
SITE BENCH MARK : NORTH TOP FLANGE BOLT OF FIRE
HYDRANT ON THE NORTH SIDE OF 220th STREET S.W.
ELEVATION : 388.17
LOT IMPERVIOUS AREAS (SF
LOT
HOUSE/EAVES/PORCH
DRIVEWAY
CONCRETE
TOTAL
1
2302
485
211
2998
2
2107
570
263
2940
3
2199
509
274
2982
4
2281
1293
113
3687
5
2107
541
234
2882
6
2107
551
247
2905
7
2281
1280
114
3675
8
2199
509
273
2981
9
2107
570
249
2926
10
2302
488
213
3003
TRACTS 998/999(ALLOWANCE)
384
31,363
196TH ST
9. -R5 f 2
CO
00
220TH STSW
IF,
Lovell- Sauerland
& Associates, Inc.
L
ST. Engine ers/Surveyors/Planners
208TH ST. Development Consultants
z 19217 36th Avenue W.
04
Suite 106
S.W. Lynnwood, WA 98036
phone: (425)775-1591
e-mail: info@lsaengineering.com
web: Isaengineering.com
(Eo-j
SITE
(APPROVED HAUL ROUTE (TYP.)=
PROJECT CONTACTS
APPLICANT/DEVELOPER
CONTACT: LOREE QUADE
PHOENIX DEVELOPMENT, LLC
16108 ASH WAY, SUITE 201
LYNNWOOD, WASHINGTON 98087
PHONE: 425-275-5306
OWNERS
lot 8 !-
TORM DRAINA
EASEMENT.
I[
CONTACT: RAY COGLAS
EARTH SOLUTIONS
THE CHESTER GEORGE POLZIN
se=,5t5b.UU
I x
NW, LLC
REVOCABLE LIVING TRUST,
a avg. egl=386.65
. . . . . . . ba
PROPOSED 10'
PRIVATE STORM 17
1805 - 136TH PIL NE, #201
BELLEVUE, WASHINGTON 98005
DATED MAY 22, 1997,
PAUL E. POLZIN, SUCCESSOR TRUSTEE,
-,,E'MENT ON
PHONE: 425-449-4704
VIVIAN E. SWAIN, PAUL E. POLZIN,
L'&TS 7-10 00461000201702
GLEN R. POLZIN & WALTER H. POLZIN
POOPOSED 10'
-- JAMES E. PLUTE
23306 ROBIN HOOD LANE
UT LITY E-MENT(TYP.)
EDMONDS, WASHINGTON 98020
10.
PHONE: 425-778-1771
---- y ------
coo,
STRUCTURAL ENGINEER
LANDSCAPE ARCHITECT
472
-5'
SIDEWALK PER
CONTACT: DAN KOSNIK
WB/LA LANDSCAPE ARCHITECTS
-48FTY�E
1'14: CB#BP2 -i
11
C.O.E.#E-2.13; TYPE
SITE STRUCTURES, A DIVISION OF
KOSNIK ENGINEERING PC
16630 30TH DR. SE.
I IJ
CURB/GUTTER PER
BOTHELL, WASHINGTON 98012
C.O.E.#E-2.8 SEE SHT C6.
10511 19TH AVE SE, SUITE C
PHONE: 425-417-4609
N
EVERETT, WA 98208
PHONE: 425-357-9600
STORMWATER
STREE. I utpri r I lot 9
INI TED
EMAIL: dan@kosnik.com
I S D se=384-00
I E�S (NO] CE CITY)avg. eg=384.70
CITY OF EDMONDS
5' PUBLIC Wjlkl�WAY E'MENT(n?.)
NOTES
N
SANITARY SEWER & WATER
1 . OFFSITE TOPOGRAPHY APPROXIMATED FROM
CITY OF EDMONDS
------
PUBLIC RECORDS.
ELECTRICITY
Fj
446-B
2., TRACTS 997, 998 & 999 WILL BE OWNED AND
W E
MAINTAINED BY THMSTONEBRIDGE COURT
P.U.D. NO. 1 OF SNOHOMISH COUNTY
. . . . . . . . A"'. NOTE: 2+18 PUD/PSE
',%
HOMEOWNER'S ASSOCIATION.
TELEPHONE
:
cli 1INT-TRENCH XING UNE
S
STORM & OVER SEWER
3. ALL IMPROVEMENTS AS SHOWN ON THESE
SCALE : 1"=30'
FRONTIER
iB VERT. lot 10
PLANS, EXCEPT THE CONSTRUCTION OF THE
SINGLE FAMILY RESIDENCES, SHALL BE
POLICE PROTECTION
V. S,e=382.80
ORCH ovg. eg=383.83
1 Im
CONSTRUCTED AS A CONDITION OF PLAT IM;
Sam lmmosimm
------
APPROVAL. of
15' 30' 45' 60'
CITY OF EDMONDS
1 1 ------ 1 4. 220TH STREET SW IMPROVEMENTS: IRE PROTECTION
- CA d-u ---- Ik- REMOVE EXISTING DRIVEWAY CUTS(2), INSTALL C1V11L SHEET INDEX FIRE DISTRICT 1
-TTT -'\\I -I ��C� U I I I I
I -RLAT ENTRANCE, AND REPLACE CURB, GUTTER,
M E AND SIDEWALK AS REQUIR Cl C1 ROAD AND, SITE DEVELOPMENT PLAN GAS
N
END R� T, T, ��E� P W
A ENGINEER. (MINIMUM REPL N
CP�B EE S M. �P�R I C2 EXISTING CONDITIONS & DEMOLITION PUGET SOUND ENERGY
u AL LA Q C.O.E.#E-2.13; TYPE A'
U
ON THESE PLANS)
nnAr,1nnr)qr)nAn-A
?rd V-6VISION - ollp/o(p/m
C*4
'ZI co
0
0
0 0
LO
C to
Q) 0 E
E E
E o 0
0
>
CD
x
0
+-j :)
04
0 CAI
a- a-
> >
4 c�
I / I :� L 1--j �- - I- - - r-A. --,CURB/GUTTER PER �,J Ulr-AMINU, UKAUINU AND SWPPP
-------- -2.8 SEE SH C6.
811W C.O.E.#E C4 ROAD & STORM PROFILE AND SITE DETAILS < 77
j --uz WATFF?
6"CI W C5 WATER AND SANITARY SEWER PLAN & PROFILE' I ry 0
ZONING
n
PP
W1 CIS CITY OF EDMONDS El, E2 & E4 DETAILS RS-8 (NO CHANGE) CD
W-
W
G C7 CITY OF EDMONDS E6 & E7 DETAILS ASSESSOR'S TAX
220th ST S.W. PVMT C8 WSDOT DETAILS
U) PARCEL NUMBERS LJ IN
CO Ln - V) V)
0 C9 TRAFFIC CONTROL PLAN 00461000201500 => C) <
0 8" SAN. SEWER EX. SIDE SEWER
SS SS C10 SIGNING, STRIPING & MONUMENTATION PLAN 00461000201600
C. 00461000201701
383. 7 C11 STORM DRAINAGE PLAN 0 Q) 0 0
;D SITE ADDRESSES
INV=380. 4-8"W ILITY bi n :2
W V W POLE LANDSCAPE PLAN 7723 220TH STREET S.W.
-7
>
C. B. S 'S M H L-1 SITE PLAN EDMONDS, WASHINGTON 98026 LU 0 Li
--j INV=381.89-8"W
TOP=384.72 L-2 DETAILS 7807 220TH STREET S.W. 8026 C) o
INV=380.80-18"S STRUCTURAL PLAN EDMONDS, WASHINGTON 9 [- LU- 0
C. B. M. H. Ld (.) 0
TOP=384.53 4 (SEPARATE PLAN SET) I- bi
INV=380.92-24"N U5 Cn >-
INV=380.58-24"SW S-1 STRUCTURAL NOTES & TYPICAL DETAILS
S-2 LID & FOUNDATION PLAN - WALL SECTIONS co
LEGAL DESCRIPTION
< 0
LOTS 15, 16 AND THE WEST 10.47 FEET OF LOT 17, BLOCK 2, HADLEY'S ACRES, ACCORDING To THE PLAT
THEREOF, RECORDED IN VOLUME 8 OF PLATS, PAGE 30, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 0
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. < z
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. 0 CO
Of
IMPERVIOUS AREAS
LOTS (HOUSE+ DWY+ CONCRETE
ROAD RIGHT OF WAY
= 31,363 SF
= 13,939 SF
TOTAL = 45,302 SF(1.04AC)
TYPE
AREA (SQUARE FEET)
NON -REGULATED
0
EXEMPT
REGULATED
REPLACED
0
0
NEW (POST 1977)
+
45,302
TOTAL REGULATED IMPERVIOUS AREA
45,302
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S)
0
REGULATED AREA NOT YET MITIGATED
45,302
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
0
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES
45,302
IX
NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL
OF THE SINGLE FAMILY RESIDENCES AND ASSOCIATED SETBACKS. A
SEPARATE BUILDING PERMIT IS REQUIRED FOR REVIEW AND APPROVAL
OF THE SINGLE FAMILY RESIDENCES.
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
APPROVED FOR CONSMUC"nON
C1W OF EDMONDS
DATE: TLA 2-00-7 0 C-) Z" 0
BY:
CITY ENGINEERING DIVISION
Lij
Ijui- 16
SCALE
AS SHOWN
DRAWN
CHECKED
JO
JPO
SHEET
C 1
OF
DATE
11-28-11
F.B.
493, P.44
CITY FILE NO.
1 LSA FILE NO. 4912
........
&-
7
00461000200700
JAMES E. PLUTE
C�
14
EX.
BLDG.
(APPROX)
-
00461000201402
JAMES E. PLUTE
EX.
I
HOUSE
(APPROX)
UTILITY EX. CONC. WALK
-0-POLE
so k
su--- - ->-- -
SD - 18"SD
Ss-
-0-UTILITY
-EDMONDS
POLE
u"al VW-'4 wl,Rl� 'I
_�.j C.B.
SNOHOMISH
COUNTY
00
TOP=393.04
INV=387.96-8"N/S
r
R E G E
N C Y
P A
R K
(V 0 L.
2 4,
P G.
8
SPECIAL
CONSTRUCTION
NOTES:
1. THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS
APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE
PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE
LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO
THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED
CONTACT ENGINEER IMMEDIATELY.
2. ADDITIONAL UTILITY EASEMENTS MAY BE REQUIRED SUBJECT TO
EXISTING UTILITY LOCATIONS.
3. COMPACTION TEST REPORTS WILL BE REQUIRED FOR ALL UTILITY
TRENCHES WITHIN THE CITY RIGHT-OF-WAY. SUBGRADE SHALL
BE COMPACTED TO 95% AND COPIES OF TEST REPORTS
PROVIDED TO THE CITY PRIOR TO PAVING.
4. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED
FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. A ROW
PERMIT APPLICATION WITH CONTRACTOR'S SIGNATURE SHALL BE
PROVIDED TO THE CITY.
5. DRIVEWAY GRADES SHALL NOT EXCEED 14%.
6. STREET LIGHTING PLAN AND UNDERGROUND UTILITY PLAN (E.G.
GAS, POWER, ELECTRIC, COMMUNICATIONS) SHALL BE BY OTHERS.
7. INDIVIDUAL LOTS WALL/FOOTING DRAINS SHALL GO TO INDIVIDUAL
DRYWELLS LOCATED ON EACH LOT.
SECTION 30, T.27N., R.4E., W.M.
S TONEBRID GE C OUR T
EX. HOUSE
(APPROX)
SD
-'392-
6
00461000200603 _0� I
YIRGIL & DOINA ZANIDACHE 0,
:
EX. 10' CITY OF L4
rMkAnhln� D11 C-1- c4
INV=4/b.4/
6
15
C'.
BASIS OF BEARINGS
CENTERLINE OF 220th STREET S.W. PER
PLAT OF HADLEY'S ACRES (VOL. 8, PG. 30)
BENCH MARK
TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF
222nd STREET S.W. AND 76th AVENUE W.
ELEVATION : 374.92
DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929
SITE BENCH MARK : NORTH TOP FLANGE BOLT OF FIRE
HYDRANT ON THE NORTH SIDE OF 220th STREET S.W.
ELEVATION : 388.17
LOT IMPERVIOUS AREAS (SF
LOT
HOUSE/EAVES/PORCH
DRIVEWAY
CONCRETE
TOTAL
1
2302
485
211
2998
2
2107
570
263
2940
3
2199
509
274
2982
4
2281
1293
113
3687
5
2107
541
234
2882
6
2107
551
247
2905
7
2281
1280
114
3675
8
2199
509
273
2981
9
2107
570
249
2926
10
2302
488
213
3003
TRACTS 998/999(ALLOWANCE) 384
31,363
OWN
77th PLACE W _j
00461000200403
DAE WOONG & SOON CHA KIM
and YOON C. KIM
EX. 15' CITY OF
00461000200502 EDMONDS SEWER
BRYAN L. BRISCOE EASEMENT (A.F. NO.
EX. HOUSE 1 7610140147)
(APPRO>)#21820
TOP=384.53
INV=.380.92-24"N
INV=380.58-24"SW
LEGAL DESCRIPTION
41
/"
)
PUGET DR
0)
CASPERS
0:
"40
ST
�r_ 0
'�Op' '0
0
Q_
MAIN ST
<
0
(n
11�
<
<
0
0
8" SAN, SEWER
SS
- - - - - - - - - - - - -
,S.S.M.H.
4-.-- EX. 10' CITY OF
TOP=390.40 EDMONDS SEWER
INV=385.68 EASEMENT (A.F. NO.
10
7610260214) CD
VICINITY MAP
(NO SCALE)
CO)
ENGINEER/SURVEYOR
CONTACT: JERRY OCONNELL
"'NOTE: LANDSCAPE
'ELEMENTS AND UTILITIES
5HALL N T CONFLICT TH
OF EDMONDS
TORM DRAINAGE
[4EASEMENT.
PROPOSED 10'
PRIVATE STORM 17
1 �\E'MENT ON
L'&TS 7-10 00461000201702
JAMES E. PLUTE
5' SIDEWALK PER
C. O.E.#E-2.13; TYPE vAl
CURB/GUTTER PER
C.O.E.#E-2.8 SEE SHT C6.
LOVELL- SAUERLAND & ASSOCIATES, INC.
19217-36TH AVENUE W., SUITE 106
LYNNWOOD, WASHINGTON 98036
PHONE: 425-775-1591
GEOTECHNICAL ENGINEER
CONTACT: RAY COGLAS
EARTH SOLUTIONS NW, LLC
1805 - 136TH PL NE, #201
BELLEVUE, WASHINGTON 98005
PHONE: 425-449-4704
STRUCTURAL ENGINEER
CONTACT: DAN KOSNIK
SITE STRUCTURES, A DIVISION OF
KOSNIK ENGINEERING PC
10511 19TH AVE SE, SUITE C
EVERETT, WA 98208
PHONE: 425-357-9600
EMAIL: dan@kosnik.com
196TH ST
S*R* _gTi
ro
0//V wy 3:
<
00
220TH STSW
<
00
>
< <
to
a)
(APPROVED HAUL ROUTE (TYP.)=
PROJECT CONTACTS
APPLICANT/DEVELOPER
CONTACT: LOREE QUADE
PHOENIX DEVELOPMENT, LLC
16108 ASH WAY, SUITE 201
LYNNWOOD, WASHINGTON 98087
PHONE: 425-275-5306
RMAI
THE CHESTER GEORGE POLZIN
REVOCABLE LIVING TRUST,
DATED MAY 22, 1997,
PAUL E. POLZIN, SUCCESSOR TRUSTEE,
VIVIAN E. SWAIN, PAUL E. POLZIN,
GLEN R. POLZIN & WALTER H. POLZIN
23306 ROBIN HOOD LANE
EDMONDS, WASHINGTON 98020
PHONE: 425-778-1771
LANDSCAPE ARCHITECT
WB/LA LANDSCAPE ARCHITECTS
16630 30TH DR. SE.
BOTHELL, WASHINGTON 98012
PHONE: 425-417-4609
STORMWATER
CITY OF EDMONDS
NOTES N SANITARY SEWER & WATER
I
1. OFFSITE TOPOGRAPHY APPROXIMATED FROM CITY OF EDMONDS
PUBLIC RECORDS.
ELECTRICITY
W E
2. TRACTS 997, 998 & 999 WILL BE OWNED AND
MAINTAINED BY THEDSTONEBRIDGE COURT P.U.D. NO. 1 OF SNOHOMISH COUNTY
HOMEOWNER'S ASSCZ-1ATION. S TELEPHONE
3. ALL IMPROVEMENTS AS SHOWN ON THESE SCALE : 1 "=30' FRONTIER
PLANS, EXCEPT THE CONSTRUCTION OF THE
SINGLE FAMILY RESIDENCES, SHALL BE POLICE PROTECTION
CONSTRUCTED AS A CONDITION OF PLAT Im EM HEM
APPROVAL. 0' 15' 30' 45' 60' CITY OF EDMONDS
4. 220TH STREET SW IMPROVEMENTS: FIRE PROTECTION
REMOVE EXISTING DRIVEWAY CUTS(2), INSTALL CIMIL SHEET INDEX FIRE DISTRICT 1
INV=381.89-8"W
I
e-mail: info@lsaengineering.com
web: Isaengineering.com
9C;V1'5l0N - 06106117.
C4
C4
<1-
0
-17, co
1- 0
0
0 0
Q. .9;
C4
LO
47
C LO 4)
4) 0 E
E E
E o a
0 . Cx
A)
X
Jk C-4
UJI L_
U) CD
a -
En
U,
> >
p < P
4 c� Ki
____CUR8/GUTTER PER C3 CLEARING, GRADING AND SWPPP
C.O.E.#E-2.8 SEE SH C6. C
C4 ROAD & STORM PROFILE AND SITE DETAILS < - ) �7
c)
C5 WATER AND SANITARY SEWER PLAN & PROFILE ZONING n
C6 CITY OF EDMONDS El, E2 & E4 DETAILS RS-8 (NO CHANGE) 0
C7 CITY OF EDMONDS E6 & E7 DETAILS I --
ASSESSOR'S TAX �7
C8 WSDOT DETAILS PARCEL NUMBERS LIJ C�
V) V)
C9 TRAFFIC CONTROL PLAN 00461000201500 C) <
00461000201600 n
C10 SIGNING, STRIPING & MONUMENTATION PLAN 00461000201701 0
C11 STORM DRAINAGE PLAN 0 0
SITE ADDRESSES I n ::�i �
LANDSCAPE PLAN 7723 220TH STREET S.W. bi >_
EDMONDS, WASHINGTON 98026 > r-) I-__
L-1 SITE PLAN Ld o
7807 220TH STREET S.W.
L.Q o
L-2 DETAILS LL
EDMONDS, WASHINGTON 98026
0 0
STRUCTURAL PLAN Li
4 (SEPARATE PLAN SET)
V) Cn
S-1 STRUCTURAL NOTES & TYPICAL DETAILS
C) S-2 LID & FOUNDATION PLAN - WALL SECTIONS V)
REPLACE CURB, GUTTER,
QUIRM W/ C1 ROAD AND SITE DEVELOPMENT PLAN GAS
REPL 414N PUGET-SOUND ENERGY
C.O.E.#E-2.13, TYPE 'A' C2 EXISTING CONDITIONS & DEMOLITION
LOTS 15, 16 AND THE WEST 10.47 FEET OF LOT 17, BLOCK 2, HADLEY'S ACRES, ACCORDING TO THE PLAT
THEREOF, RECORDED IN VOLUME 8 OF PLATS, PAGE 30, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
IMPERVIOUS AREAS
LOTS (HOUSE+ DWY+ CONCRETE = 31,363 SF
ROAD RIGHT OF WAY = 13,939 SF
TOTAL 45,302 SF(I.04AC)
TYPE
AREA (SQUARE FEET)
NON -REGULATED
0
EXEMPT
REGULATED
REPLACED
1 0
0
NEW (POST 1977)
+
45,302
TOTAL REGULATED IMPERVIOUS AREA
45,302
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S)
-
0
REGULATED AREA NOT YET MITIGATED
=
45,302
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
=
0
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES
45,302
<
0
Li
Q
0
<
71
0
NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL
OF THE SINGLE FAMILY RESIDENCES AND ASSOCIATED SETBACKS. A
SEPARATE BUILDING PERMIT IS REQUIRED FOR REVIEW AND APPROVAL
OF THE SINGLE FAMILY RESIDENCES.
fN
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MT,ND,0R,WA)
APPROVED FOR CONSTRUc'nON
CITY OF EDMONDS
DATE:
BY:
CITY ENGINEERING DIVISION
co
7-, -'z' n
JUL 16
DEVELOFPi�: -� i SERVICE . 3 CTR.
000F EDMONDS
'CAL" AS SHOWN
DRAWN
JO
CHECKED
JPO
1 1
SHEET
C 1
OF
DATE
11-28-11
F.B.
493, P.44
CITY FILE NO.
LSA FILE NO' 4912
7
7
00461000200700
JAMES E. PLUTE
I?
\1 00
0
14
EX.
BLDG.
(APPROX)
00461000201402
JAMES E. PLUTE
EX.
HOUSE
(APPROX)
EX. CONC. WALK
UTILITY
0 10
k
sc) — IE�D
Ss— —
-0-UTILITY
—E1DNI"O1qDS
POLE
39
SNOHOMISH
COUNTY
C. B.
00
r4-
TOP=393.04
INV=387.96-8"N/S
R E G E
N C Y
P A
R K
(V 0 L.
2 4,
P G.
8
SPECIAL
CONSTRUCTION
NOTES:
1. THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS
APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE
PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE
LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO
THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED
CONTACT ENGINEER IMMEDIATELY.
2. ADDITIONAL UTILITY EASEMENTS MAY BE REQUIRED SUBJECT TO
EXISTING UTILITY LOCATIONS.
3. COMPACTION TEST REPORTS WILL BE REQUIRED FOR ALL UTILITY
TRENCHES WITHIN THE CITY RIGHT-OF-WAY. SUBGRADE SHALL
BE COMPACTED TO 95% AND COPIES OF TEST REPORTS
PROVIDED TO THE CITY PRIOR TO PAVING.
4. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED
FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. A ROW
PERMIT APPLICATION WITH CONTRACTOR'S SIGNATURE SHALL BE
PROVIDED TO THE CITY.
5. DRIVEWAY GRADES SHALL NOT EXCEED 14%.
6. STREET LIGHTING PLAN AND UNDERGROUND UTILITY PLAN (E.G.
GAS, POWER, ELECTRIC, COMMUNICATIONS) SHALL BE BY OTHERS.
7. INDIVIDUAL LOTS WALL/FOOTING DRAINS SHALL GO TO INDIVIDUAL
DRYWELLS LOCATED ON EACH LOT.
SECTION 30, T.27N., R.4E., W.M.
5 TONEBRID GE C OUR T PRD
EX. HOUSE
(APPROX)
SD
—392-
1, 6
00461000200603
YIRGIL & DOINA ZANIDACHE
EX. 10' CITY OF
MkAnKlnC �TA A
INV=4 lb. 4 / I
6 15 1 -" 1�1 I
.4, 6)
BASIS OF BEARINGS
CENTERLINE OF 220th STREET S.W. PER
PLAT OF HADLEY'S ACRES (VOL. 8, PG. 30)
BENCH MARK_
TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF
222nd STREET S.W. AND 76th AVENUE W.
ELEVATION : 374.92
DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929
SITE BENCH MARK : NORTH TOP FLANGE BOLT OF FIRE
HYDRANT ON THE NORTH SIDE OF 220th STREET S.W.
ELEVATION : 388.17
LOT IMPERVIOUS AREAS (SF
LOT
HOUSE/EAVES/PORCH
DRIVEWAY
CONCRETE
TOTAL
1
2302
485
211
2998
2
2107
570
263
2940
3
2199
509
274
2982
4
2281
1293
113
3687
5
2107
541
234
2882
6
2107
551
247
2905
7
2281
1280
114
3675
8
2199
509
273
2981
9
2107
570
249
2926
10
2302
488
213
3003
TRACTS 998/999(ALLOWANCE) 384
31,363
i I
77th PLACE W 1 00461000200403
DAE WOONG & SOON CHA KIM
and YOON C. KIM
EX. 15' CITY OF
004E1 000200502 EDMONDS SEWER
BRYA,q L. BRISCOE EASEMENT (A.F. NO.
EX. HOUSE 7610140147)
(APPRO<)#21820
TOP=384.53
INV=380.92-24"N
INV=380.58-24"SW
LEGAL DESCRIPTION
S. S
,� . �M. H.
TOP=390.40
INV=385.68
Al
'70
LS
4*
196TH
ST
—4
W
PUGET DRR
K-5
2
CASPERS
or
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81. SEN�!SEWER 220TH STSW
- — — — — — — — — — — — q
- EX. 10' CITY OF
EDMONDS SEWER
EASEMENT (A.F. NO.
7610260214)
(01
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iD(APPROVED HAUL ROUTE (TYP.)=
PROJECT CONTACTS
ENGINEER/SURVEYOR APPLICANT/DEVELOPER
CONTACT: JERRY OCONNELL CONTACT: LOREE QUADE
LOVELL- SAUERLAND & ASSOCIATES, INC. PHOENIX DEVELOPMENT, LLC
19217-36TH AVENUE W., SUITE 106 16108 ASH WAY, SUITE 201
LYNNWOOD, WASHINGTON 98036 LYNNWOOD, WASHINGTON 98087
N6TE: LANDSCAPE
'ELEMENTS AND UTIUTIES
5tiALL N T CONFILICT TH
OF EDMONDS
GEOTECHNICAL ENGINEER
OWNERS
PA--C1W
��=S—TORM DRAINAGE
CONTACT. RAY COGLAS
THE CHESTER GEORGE POLZIN
\IEASEMENT.
EARTH SOLUTIONS NW, LLC
REVOCABLE LIVING TRUST,
PROPOSED 10'
1805 — 136TH PL NE, #201
DATED MAY 22, 1997,
PRIVATE STORM 17
BELLEVUE, WASHINGTON 98005
PAUL E. POLZIN, SUCCESSOR TRUSTEE,
\\E'MENT ON
PHONE: 425-449-4704
VIVIAN E. SWAIN, PAUL E. POLZIN,
LIKS 7-10 00461000201702
GLEN R. POLZIN & WALTER H. POLZIN
-- JAMES E PLUTE
23306 ROBIN HOOD LANE
EDMONDS, WASHINGTON 98020
PHONE: 425-778-1771
STRUCTURAL ENGINEER LANDSCAPE ARCHITECT
5' SIDEWALK PER CONTACT: DAN KOSNIK WBAA LANDSCAPE ARCHITECTS
16630 30TH DR. SE.
C.O.E.#E-2.13; TYPE 'A' SITE STRUCTURES, A DIVISION OF
t KOSNIK ENGINEERING PC BOTHELL, WASHINGTON 98012
CURB/GIUTTER PER 10511 19TH AVE SE, SUITE C PHONE: 425-417-4609
C.O.E.#E-2.8 SEE SHT C6.
EVERETT, WA 98208
PHONE: 425-357-9600
EMAIL: dan@kosnik.com STORMWATER
CITY OF EDMONDS
NOTES- N SANITARY SEWER & WATER
1. OFFSITE TOPOGRAPHY APPROXIMATED FROM CITY OF EDMONDS
PUBLIC RECORDS. W Rh E ELECTRICITY
2. TRACTS 997, 998 & 999 WILL BE OWNED AND P.U.D. NO. 1 OF SNOHOMISH COUNTY
MAINTAINED BY THEDSTONEBRIDGE COURT
HOMEOWNER'S ASS(j-C--IATION. s TELEPHONE
3. ALL IMPROVEMENTS AS SHOWN ON THESE SCALE : 1"=30' FRONTIER
PLANS, EXCEPT THE CONSTRUCTION OF THE
SINGLE FAMILY RESIDENCES, SHALL BE POLICE PROTECTION
CONSTRUCTED AS A CONDITION OF PLAT IMMENNEEM
APPROVAL. 01 15' 30' 45' 60' CITY OF EDMONDS
4. 220TH STREET SW IMPROVEMENTS: FIRE PROTECTION
REMOVE EXISTING DRIVEWAY CUTS(2), INSTALL CIVIL SHEET INDEX FIRE DISTRICT 1
-RLAT ENTRANCE, AND REPLACE CURB, GUTTER,
ANID-SIDEWALK AS REQUI W1 C1 ROAD AND SITE DEVELOPMENT PLAN GAS
MUM REPLfF&&A&Sp&N C2 EXISTING CONDITIONS & DEMOLITION PUGET SOUND ENERGY
is) r, ri c' A=-12 114 T) E '
_,CURB/GUTTER PER
'U'T�
C.O.E.#E-2.8 SEE SH
C6.
C3 CLEARING, GRADING AND SWPPP
v
—WATER
C4 ROAD & STORM PROFILE AND SITE DETAILS
W
C5 WATER AND SANITARY SEWER PLAN & PROFILE
CIS CITY OF EDMONDS El, E2 & E4 DETAILS
C7 CITY OF EDMONDS E6 & E7 DETAILS
C8 WSDOT DETAILS
C9 TRAFFIC CONTROL PLAN
C10 SIGNING, STRIPING & MONUMENTATION PLAN
C11 STORM DRAINAGE PLAN
!TT—
LANDSCAPE PLAN
L-1 SITE PLAN
1W
L-2 DETAILS
STRUCTURAL PLAN
4
(SEPARATE PLAN SET)
CD
6)
S-1 STRUCTURAL NOTES & TYPICAL DETAILS
C)
S-2 LID & FOUNDATION PLAN — WALL SECTIONS
LOTS 15, 16 AND THE WEST 10.47 FEET OF LOT 17, BLOCK 2, HADLEY'S ACRES, ACCORDING TO THE PLAT
THEREOF, RECORDED IN VOLUME 8 OF PLATS, PAGE 30, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD,
IMPERVIOUS AREAS
LOTS (HOUSE+ DWY+ CONCRETE
ROAD RIGHT OF WAY
= 31,363 SF
= 13,939 SF
TOTAL = 45,302 SF(1.04AC)
TYPE
AREA (SQUARE FEET)
NON -REGULATED
0
EXEMPT
REGULATED
REPLACED
0
0
NEW (POST 1977)
+
45,302
TOTAL REGULATED IMPERVIOUS AREA
45,302
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S)
0
REGULATED AREA NOT YET MITIGATED
45,302
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
0
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES,
45,302
e—mail: info@lsaengineering.com
web: Isaengineering.com I
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ONDS, WASHINGTON 98026
7807 220TH STREET S.W.
EDMONDS, WASHINGTON
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NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL
OF THE SINGLE FAMILY RESIDENCES AND ASSOCIATED SETBACKS. A
SEPARATE BUILDING PERMIT IS REQUIRED FOR REVIEW AND APPROVAL
OF THE SINGLE FAMILY RESIDENCES.
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,M1TND,0R,WA)
APPROVED FOR CONSTRUC"nON
C1W OF EDMONDS
DATE:
BY:
CITY ENGINEERING DIVISION
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JUL
16 12
GI 1 01' EUMIONDS
SCALE
AS SHOWN
DRAWN
CHECKED
JO
JPO
SHEET
C 1
OF
DATE
11-28-11
F.B.
493, P.44
CITY FIE NO.
LSA FILE NO 4912