1024 2ND AVE S.PDFIIIIIIIIIIII
4819
1024 2N D AVE S
ADDRESS: /O2Zx/ ,
TAX ACCOUNT/PARCEL #:
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver
CRITICAL AREAS #: DETERMINATION: ❑ 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 USE/ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\FormslJana's Street File Checklist 5-14-08.doc
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
STREET FILE
Name: — Ce
c S ✓BLS p i _f1
Date: ZG
— b-
Z1 S
Site Address: /Vo
Plan Check r —. gzdI T -7-7
Project Description:
J(
Reduced Site Plan Provided: (�E�/ NO)
(Zoning:
Map Page:--
Corner Lot: (YES / 10 _ Flag Lot: (1(QO)
Critical Areas Determination If: 6C 4,2 0g Z
❑ Study Required
'Waiver
SEPA Determination:
WExempt
❑ Needed (for over 500 cubic yards of grading)
❑ Fee Cl Checklist ❑ APO List with notarized form
Required Setbacks
Sid - A r I_C l Sr
to sl Side: S-- I
Actua/ Setbacks
eet:
Side:
_
Side:
R r:
❑ Detached Structures:
❑ Rockeries:
❑ Fences/Trellises:
Erl-Bay Windows/Projecting Modulation: ehl;M (p a'i /wlD�l
(
ElStairs/Deck:
Buildin Height
_
Datum Point: '11 .) ✓ % 14a e a.c ro ss Z
'Datum Elevation:
Maximum Height Allowed: s 8 (' )
Actual Height:
Other
Parking Required: Z
Parking Provided: 2 e'�r Sec(
Lot Area:. �- — % 2 G Z
Maximum Lot Coverage: 35% Proposed: .
/ c
Lot Coverage Calculations:
ADU Created: (YES / I!
Subdivision: Pwt J k�w NaCR r 0 1- '' 0 9
Legal Nonconforming Land Use Determination Issued: (YES /
Comments
A
g- s 7- s 2-2 Ci � 5 G 1 401� Oct
Plan Review By: < < L6 �� I 3 / ,annn9 Data form04-it-06.dx
LEGEND
SITE PLAN PINEVIEW LOT 2 Zones —6 _ Corner Flag Ts TOPSOIL STOCK PILE
Setbacks Z�eclu€red Actual SS SUBSOIL STOCKPILE
Front✓� Zo ZO BSBL BUILDING SET BACK LINE
ARDSLEY HOMES, LLC PLDE PRIVATE LOT DRAINAGE EASEMENT
Y
Sides S 1 r s �s ZS . .
16108 - ASH WAY STE 201 Rear ,�� s �,S t I STORM DRAIN
LYNNWOOD, WA 98087 Other. Al S i ®— WATER METER
PH:425.775.8661 0 SEWER STUB
0 •
. I�ei t ....
-------215 19' ;
LEGAL DESCRIPTION - I
_ I
LOT 2 PINEVIEW NORTH ' ' NOTES:
SCALE 1" = 20' '�� ` ' ^ 2+00 1, 34 SF
•+* ! 1. FLOW FROM ROOF TO DISCHARGE
:''"+',�' �" '�" N 8 • • 9'25" W 19 97' TO APPROVED STORM SYSTEM
SITE ADDRESS - * + �' �' o0 0 '' �' ptn 1 CONNECTIONS PROVIDED
+, ;
1024 - 2ND AVE S, EDMONDS, WA 2 BE
F f f ++1
.+ + O
' '+ + + I 69' j . DIRECTED TO DRYWELLT
' + +++* APPLE — - — #
• + + + •� Pv 3. TEMPORARY STOCKPILES TO BE
ASSESSOR'S PARCEL NUMBER '+ ."'":',!' E: ('.'.' COVERED WITH IN 24 HOURS
+r.*++'* '� 4. SITE BENCHMARK
TBD
'+ +++' + CV ZPROVED BY P ANNING RAILROAD SPIKE IN UTILITY POLE
+ �
i *•+ 4 Z + 4 LOCATED ON THE EAST SIDE OF
'+' ' TOTAL LOT AREA - 7,262 SF 1 2ND AVENUES. OPPOSITE THE
+ + +
*+' +'+ NE'CORNER OF THE SITE
y - - - - - - - - - .- - - - ' '+++ AREA OF DISTURBANCE - 7,262 SF ELEV. 68.98'
+++
O y �1 + + +
— — — — -- J `` .'. +'.' BUILDING PLAN ; 467-2A
N89'2925 +.B++ +++ i BUILDING HEIGHT CALCULATION
_5? — —
_ -�� (ORIGINAL GRADE)
A 54 5' BSBL ++ � ++ + + A = 54
o \ + .�« I IMPERVIOUS AREAS B = 57.5
++++++++
� i++++ ++ I C=57.8
�? I°a '"I 2: '*`*+f++l +'+' 1 HOUSE 1,998 SF D = 55.2
II+++++++ r
Q Pc \ I R a. 7,262 SF *'*'+'•+ +++++ I PATIO 225 SF i 224.5 / 4 = 56.1 AVG. ORIGINAL ELEV.
\ FF GE. OM � TOTAL; 2,223 SF MAXIMUM HEIGHT = 56.1 + 25 =,81.1
&CFE °"
APPRO BY ENGINEERING'
FG AT FWV - W
\ - _U8T _ B, ti P ff W9m PROPOSED BUILDING ELEVATION
=,U FF53.8+26.6=80.4
TO HOME I D=55.2 C=57 8 LOT COVERAGE
24.1 \o. — — — — — — MAIN FLOOR 1365 Date: SJj(o / y
m' �zJ PORCHES 90 4f 66E STOaMWArt-�2/tiTiuTy� BMP'S AS NEEDED. \
GARAGE 429 O,iuc, n�a,� -� s►�oaT r�T 1. BMP#C220-STRAW WATTLE OR EQUAL \.
GM7M W " c i V I L5 C.PL*3 Zo)3 aw b Port.
S, �I �fi,c,IN�„�, IZEtaw�aer��nsTs. 2. BMP#C233-SILT FENCE
FOOTPRINT -1,884 SQ FT 3. BMP#C105-ROCK IN DRIVEWAY
COVERAGE - 1,884 SF /7,262 SF = 26% A\
\ I AREAS
N89'29 25°W N89'29 25'W 144 MAIN FLOOR 1365
PERVIOUS DRIVEWAY 953 SF UPPER FLOOR 1590
�I,s ESU
cn
GARAGE 429
Kok ENTRY PORCH 90
PL..-1 7-013—000y ,-09 4icry JAN 09 201 y RESU
BUGTY OF EDMONDSPARZTMENT ' � JAN o 9 2014
fO�i �Di3' ��% BUILDING DEPAR_�IMENT
C
Certificate of Occupan
Building Division
`4C. I g9%3
STREET FILE
This certificate is issued in accordance with the requirements of Section 111 of the 12 International Building Code
certifying 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: 1024 2ND AVE S, EDMONDS
Construction Type: VB/S
Owner: ARDSLEY HOMES, LLC
16108 ASH WAY SUITE 201
LYNNWOOD, WA 98087
i
=vW&-.*mFV1z22A I -
Official
Permit No:
Parcel No:
Occupancy Group
POST IN A CONSPICUOUS PLACE
BLD20131277
00582000400200
R-3/U
05/14/2015
Date Issued
CITY OF EDMONDS
121 5th AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • fax (425) 771-0221
www.edmondswa.gov
DEVELOPMENT SERVICES DEPARTMENT
C . 1$90
1!
June 30, 2014
MEMO TO:
j
Edmonds School District
Verizon Northwest
SNOCOM Police and Fire Dispatch
SNOPAC
Snohomish County E911
U.S. Post Office
Snohomish County Assessor's Office
Snohomish County Information Services
Snohomish County P.U.D.
Puget Sound Energy
Fire District 1
Edmonds Police Department
Edmonds Utility Billing
Edmonds Public Works
Edmonds Building/Street File
Edmonds Address Files
Lynnwood Disposal
Comcast Cable
Waste Management Northwest
Allied Waste
DAVE EARLING
MAYOR
Please be advised that the attached addresses have been added to the Edmonds address
system.
New address: 1022 2"d Ave S
1024 2"d Ave S
1026 2"d Ave S
The original lot and address .of 1020 2"d Ave S Parcel # 00582000406200 was
subdivided into 3 lots. The original SFR at 1020 2"d Ave S was Demolished.
If you have any questions regarding this letter, please contact a City of Edmonds Permit
Coordinator at 425-771-0220. Please contact our office if you wish to be removed from
future address change notifications.
Sincerely,
Linda Thornquist
Permit Coordinator
Cc: file
• Incorporated August 11, 1890 •
Sister City - Hekinan, Japan
Snohomish County Online Property InlWation Page 1 of 1
''1'1'Snohomish Countv Online Property Information
�i
606 3RD AVE S
{tNARD AVE)
tn4N•4xR ��� cx� '+;1eW,�%'�^�.M �+i', r;� .
216 PINE ST �.
t �26 PINE.ST Legend
r
t 110 PINE 5T 1005 2ND AVE S i220 PIhE ST Street Names
1:1301 ftdAKAH`RD: k - tiNj ' , ..'i 210 PINE 5T
Cities
r 1020 2 MD AV E S , t 11011�2ND AVE S'
Un:mcovporatod County
aUMMoo400200
4 ! a incoryorntad City
Etlntt�tlils 1022 3RD AVE 5 Tax Parcels
21 t331 NIAKAIi RD `) V .0VN UNKNOWN.
UNKhV WN.
t) Street Addresses
4 u��rf1'NtxluraF 1030-3RDAVE S Rural Miles
030 2ND AVE 5 1031'2I'"DAVE•5 ® TownshipJRange Grid
�p 5
e F s k2!!6 3�AV ; Section Grid
.. C_..i
21701 A7AICAH RD�ra r Major Waterbodies
1045 2ND.AVE S
_ K�4 a ftrlsltidatj
�s 1048 3RDAVE 5'+1Late orpond
1051,2NQ AVE'S ice'
y y Land surrovadad by a body of
21717iA7AKA}t RD.- UNKNOWN Lttv`KM1tOWN water
1118;2ftD_AVE S 1074,3RDAVE S Hon-muinefeatum
```' i Smd or q=m in open vwatw
Disclaimer: 9uoan,
II maps, data, and information set forth herein ("D to"), are for illustrative purposes only and are not to be
nsidered an official citation to, or representation f, the Snohomish County Code. Amendments and Airports
pdates to the Data, together with other applicable ounty Code provisions, may apply which are not
epicted herein. Snohomish County makes no rep sentation or warranty concerning the content, accuracy,
urrency, completeness or quality of the Data cont iined herein and expressly disclaims any warranty of
merchantability or fitness for any particular purpose All persons accessing or otherwise using this Data
sume all responsibility for use thereof and agree to hold Snohomish County harmless from and against
VsaShington
y damages, loss, claim or liability arising out of y error, defect or omission contained within said Data.
State Law, Ch. 42.56 RCW, prohibits late and local agencies from providing access to lists of
individuals intended for use for commercial purpos s and, thus, no commercial use may be made of any
Data comprising lists of individuals contained herei .
J
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328 rn ^ 267 420 405
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- - 403 2 0 506 1 '
- 414 412 410 408 409 J �0 p j 505
512 j
420
514 51t
9 .Sound View : 515
42
417
409
Edmonds ark 407 530
j 405 540
W i l'J l i f e R V 1 u,g a 43� pi 440 550 � 525
432 Olympic View
434
HOWELL WA e33
-+ - � ,+ • - 3oe soe � s37
• ao O 511 810
YY 507 r n
..... - - Kids. Area 511
575 N - sd�j 614
sn ! HOME
-600 521 520 87e
rn 510
Q Q Lu
531 Q
' S27 530 N 609
l _ - • _ ;Ball 533 534 2
i Reld F- 533 2 ; 813
. - - 539 544 539 Edel- Bi5
we,ss
543 556 547 {621
Al 654 555 664,
;
a, ERBEN DR s31 s
Fish > 703 702 703 900 ti851
Hatchery 3
11400 o 709 Ito 71 i — j sao
550 715 716 Admiralty
p Perk 1�11L_ House
J G}�� ❑ Dept. Park 721 717 i
P , ✓ r Jl w 960 505 ss
305 319 728 727
® O b O p
n n 410 1 21600 ..... . - �.. ...,: 710 a
128 -. O N N O o
11535 11505 11401 11333 ® �0 H > 1025 1010 101 1018 401 1 1001 5
,0 1020 Ex tiv
N Q
❑ ^ ® 0 ❑ 1029 1022 t0 1022 1020
21818 ¢ N U1 ' 1005 s
� 1030 loan
r MAKAH RD 1� ® 1030 031
0 Q l f7` !
® 103 1024
p 1045 ........
- ¢ Boardwalk
1 21700 Z 21701 1045 " t047 1028 40io
o '^
1 21701 11500 11400 11320 1 1W 1049 " 307 Norge 1050 $
1 - 1051 Fl
21717
21n0 21700 1074 1053 ,a 308 Maplevme 1067 c
1118 1034 1071 1070 1:
K ❑ a
# 2180, 21800 a:21801 1116 - 1109 1100 - 1103
_ Calais Edge- Conon
2t800 1124 \ 1110 W l"r, wood
W 1110 1113
1 21e27 1120 1126 - _ _ 7130 Q ® 1 $
Laurel
1121 1120 file
1129 to 1127 1138 v Stela de Ore 3
11515 - 21900 21901 11405 21900 21901 1122 1130 > Seavue t
t 1132 Q 1139 1140 - 'rn ELM WA
❑ 1130 W
BELLA i3OOLA RD 21919 ENO N nat 1742 LLI m 1139 Q.
t152 j 1160 =
1143 1148 OQ 1149 ~
500
1123
-4 17520 11500 11414 11600
«...: t.w...e..�- 21929 .F. ' l t t 1154 213 1158 1 t 65 550
22000 22007 22021
431
202 s s @a s 0
151<-& 153
102 o
LEGEND AND ABBREVIATIONS
DOSRNQ SYMBOLS
N bin mK
ABBREVMTIONS
a um
a mn
( no.ua
E m41 BL'NErI
IO[ utm Om0[a49 RK9nDZ ME'
E A'rKm ua
INn 1¢L
m sbu m
a simm s.m
m. RnYN aw .waK
srE srn w .0.nnnBE rrr
n• mu
a nNmum
PROPOSED STORM SYMBOLS
rYBOL OFSdP11011
c mw
mL i urtx ooE awm m
s nR • mu osrt mm m
p mr r uiw omA amm m
p mL K oaa Buw wio w
® mnc .cut rau
o muo mo m
C, f1ulY OLw ml
S10n na
PROPOSED SEWER SYMBOLS
SIAM
C 4YU 4r
o m4�R
PROPOSED WATER SYMBOLS
D oAmER .A®e
ga V Nm
r r4N
^ •m-RI4K
r AnoQll
R eR-s Armar
B mw .00
PROPOSED SURVEY SYMBOLS
mmBL oLsa.roK
-A
g
0
A PORTION OF THE SE 114, NE 114, SEC 26, TWN 27 N, RGE 3 F, W.M.; CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON
PINEVIEW PLACE A
PRELIMINARY PLANS
.______—_____---_—_—____—_
PINE ST�_—
1
pI
I AI
1 4
006 2000,400'103 pOb330� OIC "p-1
LOCKS "0 k FATE 1 IMFAURK rEVE ( '
p0450 003p 0-2
_ � •- NIOIa50N Oa111R F
• rum i
AvtmE _ _
(............... TRACTH99 ABJ1 .Y
d2� . ,•
---------- --- I 2000300
GEL
i
•. s 9s\ ! I ;� __._____ 00562p2
_ i I nuusm CORD E
S' ORAN4CE L
US11EIff
— k
200Ga
� zoo
��J �'•., r s I ' 'g I 006020003 2p0
i1 F CO ROGER J . MN CAROL
REMOVED \
APR 0 8 2013
DEVELOPMENT SERVICES
C�:JiSiER `•
300
006620004
UNOVaLO ANN R -
!) 2000300300
1 I 00 axER roan a KOEi wa
i
NNi 6 9 m/
9AME0 BE BARD
STORMWATER UTILITY. GRADING PLAN
215.19'
LOT 2 PINEVIEW PLACE - .1024 2ND AVE S., EDMONDS'°
+
Y•
UTILITY CONFLICT NOTE *;;+t+
ARDSLEY HOMES, LLC * ,»»,
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON
£
16108 ASH WAY SUITE 201 IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE ••••,••--•�»-•.:-
PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE + *+ ,
LYNNWOOD, WA 98087 THE LOCATION AND DEPTH OF ALL UTILITIES ON AND * ++
ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY+++
PH: 425.775-8661 UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY ,+++
CONTACT: CHRISTY DOPP CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. i+++ ++*+
++++++
N #+
christy@sundquisthomes.com {+ +' +++,
+ +
CERTIFIED EROSION AND SEDIMENT NORTH \ ' , I ++ +*+* ff
t A �::
:I
CONTROL LEAD (CESCL) ` g N * * + $
SCALE 1 = 20- + + + f
CONTRACTOR SHALL PROVIDE A DOE CERTIFIED CESCL WHO h,! t ' "
i
SHALL BE AVAILABLE AT ALL TIMES. N89 9 25 nit::. + + +++++
- 92 ...... .......... .........
cs3 t
i
...A..:.54 5' BSBL......... ++++ + 5*7
CONSTRUCTION SEQUENCE CL t • ";', :` + +
.,.
1. CALL FOR UTILITY LOCATIONS (1-800=424-5555) .cn
situ a+ + + + + + +cr_j
TO. REVIEW AND READ ESC NOTES AND PLAN. i� 1D aN1W . ++++*+++ +++.,
2. CONTRACTOR � , q, �1 .
+%% ++
3. FLAG CLEARING LIMITS Li Q'�GF, gars ' 7,262 SF + + + + + + + +F
4. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO `_ + + + + + I
ck. \
APPROVED PLANS, CITY OF EDMONDS STANDARD DETAIL, w - t TE`' €}"'.. +._ .: +......
.:. 1:
E1.1, E1.2, E1.3 AND ALL OTHER MEASURES THAT MAY BE '� `' I D WE. t nr�scretif90
5 . k • \\ [ crtzrr nuts n
REQUIRED DURING CONSTRUCTION, INTERCEPTOR SWALE SHALL sc. X
BE INSTALLED PRIOR TO SITE GRADING / CLEARING .• " r ,.,......I.
5. CLEAR SITE PER THIS PLAN (DEMO, ROUGH GRADING.) C) - MATR,�,_
6. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA ,,b
REQUIREMENTS AND MAINTAIN DUST CONTROL : � `�>' \ M"'f HEW '' rw�u �
w , �::>»<. , Iwo � ro .. .
7. INSTALL UTILITIES SEWER, WATER, POWER, GAS ETC. w {{"
( ) C.. \: D=55.2iiyl':P< ; C=57.8
8. FINAL GRADE / PAVE, MAINTAIN CB PROTECTION - Ft' 3
9. LANDSCAPE, HYDROSEED AND MULCH ALL EXPOSED AREAS C) '' `, 4.1' " :: »'Ia.r;::"
DISTURBED AREAS SHALL BE COMPOST-AMENDED*w•` mJ, /�
10. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION I rE s `' ` rs AWPW m =wwww
MEASURES ARE INSTALLED. APPROVAL BY CITY REQUIRED. ArCTa�d- T)f1T�)I �`" ` '`. \ '
ID
PRIOR TO REMOVAL OF ESC DEVICES. V� ATE,RIA ;.rA E
SDR 35SCH ;
>:>
z
EROSION AND SEDIMENT CONTROL (ESC) NOTES M - 12 ,gyp' "'>••• •• •..�,,,::...#
1. ESC MINIMUM REQUIREMENT = CONSTRUCTION ACCESS ROUTE CONSTRUCTION VEHICLE. �'810 vlf "c 0 j ;` �l S N892925"W N89'29'25V
ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE
STABILIZED WITH QUARRY SPALLS ENTRANCE PER EDMONDS STANDARD DETAIL #E1.2 TO MINIMIZE
THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED TO A
CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED
ONLY AFTER SEDIMENT IS REMOVED IN THE MANNER
2. ESC MINIMUM REQUIREMENT - STABILAZATION OF EXPOSED AREAS: S �PP�V�O GUt/tuS POP -
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE
APPLICAITON OF BMPs, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER P-1 o r 3--0o ate{ 1� oe4 u-gl
VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPs SHALL BE SELECTED, DESIGNED, AND
MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS . SHALL BE STABILIZED.
ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR
MORE THAN TWO DAYS FROM OCTOBER 1ST THROUGH APRIL 30TH AND NO MORE THAN SEVEN DAYS
MAY 1ST THROUGHT SEPTEMBER 30TH
3. ESC MINIMUM REQUIREMENT. - PROTECTION OF ADJACENT PROPERTIES.
ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE PERVIOUS PAVEMENT NOTES
OF VEGETATIVE BUFFER STRIPS SEDIMENT BARRIERS OR FILTERS DIKES OR MULCHING OR BY A
COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS.
1. AN UNDER DRAIN IS NOT REQUIRED
4. ESC MINIMUM REQUIREMENT - .MAINTENANCE
2. BASE MATERIAL MAY BE13ELOW EXISTING GRADE.
ALL EROSION AND SEDIMENT. CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED
3. CSTB TO BE PER WASHINGTON DEPT. OF TRANSPORTATION
BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL
STANDARD SPECIFICATIONS 9-03.9(2) (20% MIN.VOID).
MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE TO THE MANUAL.
4. POROUS PAVEMENT SUBGRADE SLOPE = 2.0% (MAX).
5. ESC MINIMUM REQUIREMENT - OTHER BMPS
5. POROUS CONCRETE SHALL BE TESTED USING THE
AS REQUIRED BY THE CITY, OTHER APPROPRIATED BMP'S TO MITIGATE THE EFFECTS INCREASED
BUCKET TEST AS OUTLINED IN SECTION 7.6 IF APPENDIX
6. ESC MINIMUM REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION
C OF VOLUME 3 OF THE 2005 DOE SMMWW.
THE CONSTRUCTION OF UNDERGROUND UTILITY. LINES SHALL SPECIFICALLY ADDRESS THE
6. INSPECT PERIODICALLY TO DETERMINE IF SURFACE IS
FOLLOWING:
REIN _ELU,CzQY_FIN..E MATERIAL.
A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS:
`The City of Edmonds cis not review,
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE
,
Issm permits for, or inspect rock
CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
plans or Inspection and appmal of ft
C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING
in these plain does tt
E. DAILY CLEANUP AND STREET MAINTENANCE.
C4 commovimirafkIs Coraftuefto of
DRAINAGE. CONSTRUCTION NOTES
5
4"CLEANOUT AT E.G.
m w%m mbltad vwthkt file C" d' DOWNSPOUT
und" r orruom circunmAmme mW In OVERFLOW ONTO
Oftm * to ray ECDC 18.40.020.' SPLASHBLOCK �
.. „...Ma,....v,.,.., FG.
DRAINAGE FL W FROM ROOF TO DISCHARGE ... .............................::.................................................:....: 1.O 51 „,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,..
TO APPROVED STORM SYSTEM
CONNECTIONS PROVIDED 49 :....... ........... .
47.,,..... ................,,,,,,,.,. »» »......................... ..
2. FOOTING/1IVALL DRAINS TO- t°� ��I�"�� �stc-,w �'wT�Nh
BE DIRECTED TO DRYWELL loaranos Ai2a: n,sctWru,iF. (1)EAN60' GRAVELLESS CHAMBERS
3. TEMPORARY STOCKPILES TO TO 77fe olsslTt SToru1'wr4-r�
BE COVERED WITHIN 48 HOURS MmvA htMer`rT Sy572M. -W/1 COVER (6 OF NATIVE ON 6„ OF
4. PIPE MATERIAL: (3/4"-2") CLEAN, CRUSHED ANGULAR
ALL STORM DRAIN PIPE MATERIAL SHALL BE PER STONE ON
UNLESS CALLED OUT OTHERWISE ON THIS PLAN -AASHTO M288 CLASS 2 NON -WOVEN
C.O.E. APPROVED MATERIALS LIST MM-1, MM-2, & MM-3 GEOTEXTILE ON
-'STORMTECH SC-310' OR EQUAL ON
m -6"(MIN.) (3/4"-2") CLEAN, CRUSHED
ANGULAR STONE
2 '@.01 % 6A@.027.1 INSTALLED PER MANUFACTURER'S
00 RECOMMENDATIONS.
64................................:........c�Q......:..........................................................................................�..........................................., 64
TOP OF CHAMBER=58.0
62
...................... .........................»,...........,,,.,,.......,...................,:,,.,.........»,..........
...,,.
6 0.........................................................................................................................................................................:.............................. 6
58................................................................:.......................................................:........................................::...................................... 58
DR. EWAY PRO E
sine sews-Iz I`oat-v
........................ .................................................... ...............................
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GENERAL NOTES
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS
STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER
APPLICABLE LOCAL MUNICIPAL, STATE AND FEDERAL CODES, RULES, AND REGULATIONS.
A=5 - CURRENT INTERNATIONAL BUILDING CODE (IBC)
-MI7,24?TO WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION
- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR
1Ns�e_ THE PUGET SOUND BASIN (CURRENT EDITION)
A Host= -Gis
WITrgN 2, CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF
I;S' 01= "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF
1 ?k-r- REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND
i. 6v14"xnACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS
1°UMP. PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL
3. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL
CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48
HOURS PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL VERIFY: ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE
STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.
D0 5. CONTACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE)
sons i� AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH .THE CONTENTS THEREOF. ALL SITE WORK
SHALL BE PERFORMED IN STRICT COMPLIANCE WITH TEH RECOMMENDATIONS OF THIS REPORT.
ID=58
!I
WATER & SEWER .
iNSPECTIGMiS, REUD.
CALL A25 - 7 71-0220 E!/1:1326
� Il-F
�I�
6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF
SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
7. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS
;£ FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE
" EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS.
8. THE CONTRACTOR SHALL - KEEP OFF SITE STREETS CLEAN
AT ALL TIMES BY SWEEPING
WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND
BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS,
UTILITIES AND OTHER EXISTING AND PROPOSED IMPOROVEMENTS AND EXCAVATIONS AGAINST
LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE
FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED.
10.__ CONTRACTOR. SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR
ALL WATER-SERVICE"iNTtRRi7F'TIONS, HYDRANT SHUTOFFS, STREET .CLOSURES OR nTHER
ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS
WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL.
6" POROUS/PERVIOUS
CONCRETE MEETING ACI
522.1-8 SPECIFICATION FOR
PERVIOUS CONCRETE.
8" CSBC MIN. COMPACTED
95% MODIFIED PROCTOR.
CSBC WILL BE GRADED
SMOOTH TO REFLECT FINISH
GRADE. MIN 20% VOID RATIO
POROUS PAVEMENT
NON -WOVEN GEOTECH AT
INTERFACE WITH AGGREGATE
(SIDES AND BOTTOM)
COMPACT SUB -GRADE 85%
MODIFIED PROCTOR
�� IMPERVIOUS' AREA TO GRAVELLESS CHAMBER
.................................. ..
N¢'_pVC.......... ....». HOUSE= 1,998sf
:.:................................................}.a.......................... .....................49• DRIVEWAY IMPERVIOUS = Osf
PATIO= 225sf
ELBOW N TOTAL= 2.223sf
rn
GRAVELLESS CHAMBER SIZING
PER TABLE-3, C.O.E. STORMWATER CODE:
PRIVATE CB INFILTRATION RATE= 3 IN/HR (ASSUME)
W/SOLID LID & SIZING FACTOR= 2.0%
1' SUMP BELOW ELBOW REQUIRED TRENCH LENGTH:
TOP=58.0 2,223 x 0.02= 44.46' (USE 1EA-45' )
INV=57.6(4"IN-E) A�(a`er.';t
INV=57.6(4"OUT-W)ELBOW
GRAVELLESS CHAMBER PROFILE Daft 61611-tl _
SUB
SCALE: H & V: 1 "=10' _*aefeM>zeO �� �����
5 MITTA1- JAN 0 9
-C- 1000pezy PUMP, BUILDING DEPAIRUMENT
CITY OF EDMONDS
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.
2. ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND
3. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE
COMPOST AMENDED TO MEET REQUIREMENTS OF BMP T5.13
OF THE STORMWATER MANUAL VOL. 5 CHAP. 5
4. THE FOLLOWING PLAT IMPROVEMENTS (IF NOT DONE)
SHALL BE INSTALLED
A. 0RSSC0-X"RePBR4*4=W B
R"HFx Rnl TT4 AND
Mnwi4m e- ro ige- tAUSr�iaM pen- I e VUD CA
B. ' �C IPw
sr:-i 1`1'r 10(40Vcn U V1 Ls FOr2 P"A)rAcAa 1Z�'oVt1Y M� rS. z013-
STORMWATER CLASSIFICATION WORKSHEET INFORMATION:
1. PERMEABLE PAVEMENT PROPOSED= 953 SF
2. IMPERVIOUS AREA TABLE (SEE TABLE ON THIS SHEET)
3. TOTAL AREA OF LAND DISTURBING ACTIVITY=7,000±SF
4. EARTHWORK QUANTITY:
EXCAVATION=317±CY; . FILL=11±CY; TOTAL=328±CY
5. PROJECT WILL NOT CONVERT 3/4 AC OR MORE OF NATIVE
VEGETATION TO LAWN OR LANDSCAPED AREA
6. WATERSHED=C REEK OR LAKE BA
SIN
7. PROJECT CLASSIFICATION: CATEGORY 1 SMALL SITE
IMPFRVI0IIq AREA TART F (nATA FR()AA r11
TYPE
AREA (SQUARE FEET)
NON -REGULATED
0
EXEMPT
REGULATED
REPLACED
0
0
NEW (POST 1977)
+
_2-,223906
TOTAL REGULATED IMPERVIOUS AREA
=
2�2- :
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEMS)
-
0
REGULATED AREA NOT YET MITIGATED
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
=
31
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES
=
0
_i o r F L. Mu - FA U I Z.C4 Wz-cn r nx,r -TO l AJ FI LrrZA-rl uN = 2,2Z3 S$ •-i
r��slc-,nitb purr = 2Z88 6014
pCYCMi:`gt3LE PRV614c;?,IT= q5-s sg/4-
i5Lu r--)Is-1Z_ i/