22121 96TH AVE W.PDFiiiiiiiiiiii
9448
22121 96TH AVE W
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
PJ
YLE
Name:-
14
Date: 2_/2�
Site Address: Z -Z JZ <J(04"-
Tax Parcel:
Project Description: 'AJJ,,
Plan Check #:
Reduced Site Plan Provide(-1YJ1 NO)
Zoning:
Map Page:
Corner Lot: (YES
Flag Lot: (YES
Critical Areas Determination #: C 9-A
El 'Study Required
waiver
SEPA Determination:.
J�R Exem pt'
El Needed (forover 500 cubic yards of grading)
11 Fee El Checklist [I APO List with notarized form
Requlr6d Setbacks
Street:
Side:.-
ide: -7,
P�
ActualSetbacks -
Street: _77ide:
. __Z�
Side:
Rear:
El Detached Structuros:
El Rockeries:
F'ences/Trellises:
El Bay Winclows/Projecting 'Modulation:
El Stairs/De
HL ght
Datum Point: Uj,�,
Datu r Elevation:
Maximum Height Allowed:
Actual Height: (13')
Other
OLParking Required:
Parking Provided:
Lot Area:
Maximum Lot Coverage: 35% Proposed:
Lot -Coverage Calculations:
ADU Created: (YES
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES NO) -
Plan Review By-_7�N�.
Plannihg Data Form 07-14-09
2.20 TH cEg
usf-t4rzi W,
E I d%HT CAkc& A'T5K-
U
*A&
ve
A`6-0 A-L- h0V r1j0?,L E I 4kAr
IMf%j Z Vtou5 Sup-r-ACE.- CA-LCS
GKJ,S'T"c,x '8(�ILPR-4q
�ZOOP C)UTUKIG:,
1.4'32- SQ F-T- I Vj! Lj I L-T jq-,�S
r'(. COVE —PE C>
1 �ZO cac-L lr`l� BUICT 19153
EY.15-T'6 DO -WC -WAY -
10905Q (:-r,,Fwwv 195^6
T=-mGT,G CA'pmp-'r
—rz6s 5(:� r-1- 6UILT 200.3
-�t
ec - R E. M,6v a P>
- V,P
T \e) t- E)
;vo�%�r
�Sc) cove-tZED
c,0 -51F �vtr"5
r -- 10)
,LQT AKEA
g000 5Q. �r
LOT 5LOPE
To 2
-A-
WATIF K-'
51413 TOM
A
�POVEID BY PLANNING
Zone �,S - S Comer Flag__
Setbicks
Bnuired
6aual
Front
Z,5- L"/
z S-
Sides
7 77=.
70 5
Rear
1,��
Other
Height
46'"
6twcRelrs �bpzlvt-
(AebNAL�t)
7.5 F 6, 02
-2 4-'� cov.
39 1. 5.
5- Y, I TG
S28 13& �T
C
0
124'
r tPOK VC-ArURe
F WT p L.As f-4
$CAL C -20
MAR 0 4 2016
,3UtLDING DEPAR"TMENT
CI -Ty OF EDMONDS
STREET FILE
.0
A�qw 005 4L�2 0 1 025
C6W—) /\-r-T
SA �R,
IN
\NEMAT5
SCHOOL
'NO
0 0 Va. .0
(PAG%C IWVG'X
VA4(E
PA 4 - e
PA d-A c
FIA4RE
PA(,�v E
ENGINEERING DIVISION
PR Vp NOTEP
Date:
--7—F4 --Z�
OWNERICONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
21-2 t c) 471
P 1. 0 T P L At t-- A,
L
J;n Ll WDA� 0 �,A
FLOOK JOV�T j2AFTilz 1z
6 A
SECT14>t4 E I -A I L5
6
APNT-16NAL SPAQ DET5.
APPITIOt4 r-OR
MATT
PKI 005 442- 00
,?EV : 11-20-16
PACA
ZONE --- P-S APPROVED BY PLANNING
SETBACKS:
FRONT 96 pl\j L
SIDE
REAR
HEIGHT
I
rr�p""�
1406 -SIL.
ADD GUTTERS/DOWNSPOUTS
AND SPLASHBLOCKS
(c �', I -
Mel-
38"' oc- T'rf
15 oc
aLq -ryp
APPROV!:D
AV
C4
, C-,&4a 1p
AUG 18 200'
PERMIT .T
3
TREETFRILE
Date:
at
,527.
C
Dxx' DECIDUOUS TREE (SIZE)
LAR 4. 4&W
farr" t e e, I
C
:31
Cxx" CONIFER TREE (SIZE)
B.S.B.L. BUILDING SET BACK UNE
C
Found 1/2" Iron Pipe
a
0.60'
W & 0.67' N
Q
01%m-W
199.9w
V
15'
JOILM
Ingrem Egress and Utility Eqsement=A'�
I&
�11 16M Sf
Concrete
CI.X)
Ammon -mono
Driveway
b
100W
45.59
24.4'
-----
0
0
�Culver-t -
IE N -381.34 V---: Housfte
7.5'
CL #22121
PAF
FF 383,
V .57
0 Lot 25
a
25' FAMM A
S(
SAW
0
C1 8" 1-1- SO. FT.
0- 6
43.77' 25.5'
BSBL
Ms.r.
------
Rock
-
G
Wall A 10&7W
30. &:T f
L-0.38
C12-�
f, j
43,
0.22'
N Mew W
0.34'
C', 0
A
E RE f10,2— 0
PERMIT EXPIRES
PERMIT
ZONE
CITY OF EDMONDS ri�:-1 NUMBER4�) 45
JO
CONSTRUCTION PERMIT APPLICATION ADDRESS L)
I
OWNERgEtNAMP OF.BMSINESS . . .....
PLAT NAMEISUBDIVISION NO. LOT NO. LID NO__-�
MAILIN"DDHESS LID FEE $
LI TESCP Appr�ed
Street Use Peffni
PUBLIC RIGHT OF WAY PER OFFICIAI_PTREET AP RW Permit Require.
A !I t R.Wd
EXISTINZr=::= PROPOSE JA u rz- Inspection Required 13
CITY ZIP TJZLEPHONE SidawaLk Requ ad 13
REQUIRED DEDICATICX'__��._ A Und"Wourld ir
wiring required 13
11M
METER SIZE I LINE SIZE I NO. OF FIXTURES PRV REQUIRED
NAME YES 13 NO 13
z
REMARKS z
ADDRESS OWNER/CONTRACTOR RESPPNSIB
LE FOR EROSION CONTROL/DRAINAGE
CITY ZIP TELEPHONE
NAME CBL #
ADDRESS
CITY
T t "fTE.E HONE
I P
STATE LICENSE NUMBER
C07T
I
PARrEL NO
, I�
o ') ,
00 0
NEW
RESIDENTIAL
0 PLUMBING / MECH
ADDITION
COMMERCIAL
COMPLIANCE OR
11 CHANGE OF USE
13 REMODEL
0 MULTIFAMILY
13 SIGN
REPAIR
GRADING FENCE
ED CYDS El ( x FT,
DEMOLISH
0 TANK
o OTHER
M=ka67
PORT
RETAINING WALL FR = SPRINKLER
1:1 ROCKERY FIRIE ALARM
(TYPE OF USE, BUSINESS OR ACTWY)jfiXPLjAI9
NUMBER NUMBER OF CRITICAL
OF DWELLING AREAS
STORIES UNITS NUMBER
DESCRIBE WORK TO BE DONE
/Irly /
HEAT SOURCE GLAZING % LOT SLOPE %
I aj �;_, : -) I
PLAN CHECK NO: VESTED DATE
THIS PERMIT AUTHOREMS ONLY THE WORICHOTED. THIS PERMIT COVERS WORK TO
BE DOME ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
PERMIT APPLICATION: 180 DAYS
PERMIT LIMM I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
IN INTEREST, AGREES TO INDEMNIFY. DEFEND AND HOLD HARMLESS THE CITY OF
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES. AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.'
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATIO=N
Pj&LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
T14
WfIRKMEN'S P TION-INSURANCE AND RCW 18.27.
I DATE SIGNED
IIGNA
TURIf (OWNE
BY
FIRE REVIEWED BY
�17,
VARIANCE OR CU SHORELINE OR ADB# I INSPECTION BOND
1REQD 00 POSTED
0YES O�p 1 $
SEPA REVIEW SIGN AREA HEIGHT
COMPLETE EXEMPT ALLOWED PROPOSED ALLOWED PROPOSED
EXP
LOT COVERAGE REQUIRED SETBACKS (Fr.) PROPOSED SETBACKS (Fr.)
ALLOWED PROPOSED FRONT SIDE REAR FRONT UR SIDE REAR
15._
or, I I 1 1, / " li_
35 2-0;1.- 1 Y-5 7.5 /5 /5
PARKING LOT AREA PLANNING REVIEWED BY DATE
RECfO PROVIDED 0
RfM,A
Lof
CHECKED BY ITYPE OF CqNSTRUCTION ICOOV7.00CUPAN
ILI GROUP
V /V - &
SPECIAL INSPECTION AREA OCCUPANT
REQUIRED [] YES LOAD
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINALJNSPECTION RE1701 9
OAV(�,SAn /01 /44_ (t_ 2:�,f
4..6 4MAJ11-'J '
$ 1
Description FEE Description FEE
Plan Check State Surcharge
Building Permit 75,3 City Surcharge I . 1517
Mechanical
Grading
Engr. Review
Engr. Inspection
Fire Review
Plan Chk. Deposit
Fire Inspection
Receipt #
Landscapeinsp.
Total Amt. Due
Recording Fee
Receipt #
APPLICATION APPROVAL
CALL
This application Is not a permit until signed by the
Building Official or his/her Deputy: and Fees are paid, and
FOR INSPECTION
receipt Is acknowledged In space provided.
OFFICIALS SIGNATURE DATE
5)
en7 e-)
771-0220
FIfte 0 Y DATE
, ft I tl,/,
ATTENTION EXT 1333 J
� I.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL X_
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL - FILE YELLOW - 14SPF#14nR
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - OWNER GOLD -ASSESSOR
04/02, PRESS HARD -YOU ARE MAKING 5 COPIES GREEN - ACCOUNTING
PLANNING DATA
SITE ADDI
PROJECT
REDUCED SITE PLAN PROVIDED?(qW Njo
MAP PAGE: CORNER LOT: FLAG LOT: (Yesl nNd
ZONING: CRITICAL AREAS DETERMINATION #: 00
L) Study Required:
�M�Iver
UConditional Waiver
CHK#: 02'�-40-73
SEPA DETERMINATION:
U Fee
UChecklist
U APO list w/ notarized form
L3 "ded for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
Exempt
SETBACKS:
Required Setbacks:
Street: TQ5_ 'Left Side: 07-5 Right Side: -T Rear:
Actual Setbacks: I
StreXW57 Left Side: Right Side:
Street map checked for additional setback required? qear:
�J DETACHED STRUCTURES:
L3 ROCKERIES:
Q FENCES/TRELLISES:
L3 BAY WINDOWS / PROJECTING MODULATION:
L1 STAIRS/ DECKS:
PARKING: Required: Actual:
LOT AREA:
.�L
a�_ 2-e-) ;/,o
BUILDING HEIGHT:
Datum Point:— D�a Elevation:
Maximum Allowed: Actual Height:
A.D.U. CREATED?: (No / Yes)
SUBDIVISION:
LEGAL NONCONFORMINGLAND USE DETERMINATION ISSUED: (Yes / No
OTHER:
Plan Review By.-
— 14ec
NewBPP1anningDataForm.D0C
ZU Z—%Ar— I VV
2
-OUND 1/2- I.P.
).60' W & 0.67'
—382.50
4
9
�l'E"NE38'1 �34 6
ct:
rl L L (�A-,(- Ctt LA -Ti.,c:)Iq -s Z 2 2 1 z I - qb Avirs. VJ-
Ave. F-7L(- :�04; D - -!5
LOT 26
ROBERT & CHERYL MCGIRK
22205 96TH AVE W
EDMONDS, WA
NMI%
rRf =381.50
E=,379.50
2.0'
N 88'58'08' W
x --
06 7N8-8*5-8 7
W 41
24.4'
EXISTING
HOUSE
#2-2121 C4
-F 383.57
EX. CONCRETE,
DRIVE TO
LJ
A
PARCEL A REMAIN
- ( >
8,000
NER SQ. FT.
rn
-7 -1'
i�'l rinh. — . — --J"l ,
m... ...
M
LO�.K.WALL 106.70'
).22' 88-58'08" W
m
C3
55 LF
" �4
-1 1
1-0
--4
00
cni
C"
00 -u
3
IE=379.25
9.9
PARCEL B
— EXISTING
DRAINAGE P�
28. 8,389
FT.
lypj
-00
ai
'00
Lot 25
PRO S D RESIDENCE
MAIN
OR
@ 384.5'
CD
cz)
0
2
S--11.00%
FND. REBAR & 0
LS 8566, 0.63' E
& 0.40' S
199.95 WIRF F(NCE
2.0' MiN.
0 20'
r) r? A
City of Edmonds SP #S-20—xxx
SLCP 24
PERIVIT
M
CERTIFICATION
We verify that we are the legal owners of the property described
below and we certify that this subdivision, with the following
dedications and conditions, is made of our free consent and
according to our desires.
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned
owners of interest in the land hereby short subdivided, hereby
declare this short plot to be the graphic representation of the
short subdivision made hereby, and do hereby dedicate to the use
of the public forever all streets and avenues not shown as
private hereon and dedicate the use thereof for all public
purposes not inconsistont with the use thereof for public highway
purposes, and also the right to make necessary slopes for
cuts and fills upon the lot shown thereon in the original
reasonable grading of said street and avenues, and further
dedicate to the use of the public all of the easements and tracts
shown on this short plat for all public purposes as indicated
thereon, including but not limited to parks, open space, utilities
and drainage unless such easements or tracts are specifically
identified on this short plat as being dedicated or conveyed to Ci
person or entity other than the public, in which case we do
hereby dedicate such streets, easements, or hracts to the
person or entity identified and for the purposed stated.
Further, the undersigned owners of the land hereby short
subdivided waive for themselves, their heirs and assigns and any
person or entity deriving title from the undersigned, any and all
claims for damages against City of Edmonds, its successors and
assigns which may be occasioned by the establishment,
construction, or maintenance of roads and/or drainage systems
within this short subdivision other then claims resulting from
inadequate maintenance by City of Edmonds.
Further, the undersigned owners of the land hereby short
subdivided agree for themselves, their heirs and assigns to
indemnify and hold City of Edmonds, its successors and assigns,
harmless from any damage, including any cost of defense,
claimed by persons within or without this short subdivision to
vegetation, drainage or surface or sub —surface water flows within
this short subdivision or by establishment, construction,
maintenance of the roads within this short subdivision. Provided,
this waiver and indemnification shall be construed as releasing
City of Edmonds, its. successors or assigns, from liability for
damages, including the cost of defense, resulting in whole or in
part. from the negligence of City of Edmonds, its successors, or
assigns.
This subdivision, dedication, waiver of claims and agreements
to hold harmless is made with the free constant ond in
accordance with the desires of said owners.
IN WITNESS WHEROF we set our hands and seals.
Scott Kechloion
ACKNOWLEDGMENTS
State of Washington
County of Snohomish
I certify that I know or have satisfactory evidence that
signed this instrument and ocknovdedged it to be (his/her) free and
voluntary act for the uses and purposes mentioned in this instrument.
Signature of
Notay Public
Doted
My opp,)Intment expires
State of
County of
I certify that I know or have stitisfactory evidence that
signed this instrument and acknow, d(,:ed it to be (his/her) free and
voluntary act for the uses and pur.)o!.es mentioned in this instrument.
and said person acknowleged that h,� signed this instrument,
and on oath stated that he was wthorized to excecute the
instrument and acknowleged it as i�ie . of
to be free and voluntary act of su.,.h party for the uses and
purposes mentioned in the instrume-it.
Signa! jr(, of
Notor�
Dote,-' - �
"ily J-P, expire—;
State of
County of
I certify that I know or have a,,isfactory evidence that
signed this instrument and ocknow;4�, .*�; -d it to be (his/her) free and
voluntary act for the uses and purp)s:.-s mentioned in this instrument.
and said person acknowleged that �-ie signed this instrument,
and on oath stated that he was aithorized to excecute the
instrument and acknowleged it as the-- - oi
to be free and voluntary act of such porty for the uses and
purposes mentioned in Lhe instrumer.t.
Signob—c- of
Notary Public
Dated
My appointment expires
WAS,
4�
ax.
QISTV
EXPIRES JUNE 30, 2002
APPROVALS
Approved and authorized for recording by the City of Edmonds
Planning Division by
This day of
, 2DOO
Approved and authorized for recording by the City of Edmonds
Engineering Division by
This day of
1 2000
LAND SURVEYOR'S CERTIFICATE.
This map correctly represents a survey made by me or under
my direction in conformance with the requirements of the
Survey Recording Act at the request of Scott Kechloian in
Sept&xp
,pber .20L)O..
BCent L.- Et4e, PLS #30581
Dote —
AUDITOR2S CERTIFICATE.
Filed for record at the request of Emerald Land Surveying, inc.
this —day of ' 2000 at , minutes post —O'Clock
_.M. and recorded in Volume —of Short Plats, Pages —through —
Records of Snohomish County, Washington.
Auditor 'So.)hornish Cour�t_y DePUty' Countv- Auditor'
EASEMENT PROVISIONS
An easement is hereby reserved for and granted to all utilities
serving subject plat and their respective successors and assigns,
under and upon the exterior 1D feet parallel with and adjoining
the street frontage of all lots, tracts and common areas in which
to install, lay, construct, renew, operate and maintain underground
conduits, cables, pipe, and wires with necessary facilities and other
equipment for the purpose of serving this subdivision and other
property with electric, telephone, gas, television cable and other
utility services together with the right to enter upon the lots,
tracts and common areas at all times for the purposes herein stated.
SURVEY IN THE:
N.E. 1/ 4, S.E. 1/4 SEC. 25 TWP. 27N., RGE. 3E., W.M.
SHORT SUBDIVISON
FOR
EMERALD CITY BUILDERS
S V-_*? 2
EMERALD LAND SURVEYING, INC.
PO BOX 13694 MILL CREEK, WA 98082 PH (425)359-7198
DRAWN BY:
BLE
CHECKED:
BLE
DATE:
9/6/00
SHEET
1
OF
2
City of Edmonds SP #S-20—xxx
Lo;
IE N 381.40 12"
IE S 381.40 12"
BTM 379.70
LO
0)
01
0
U)i
I
`�\1\C8___Typ1e 1
GE 384.21
IE N 382.11 12"
IE S 381.81 12"
BTM 380.41
I
Mon. not found N 88 55;54 W 459.90'
Held Plat Intersection Found MIC Conc
220th Street Southwest w/ Pin, Down 1.5'
_r7
LLJ
MB
MB
Set Rebar & Cap
LS_ 30581, 3' O/S
D, 0. fC16"
�41 D6-
30.00'
SSM
Rim 383.49
IE N 374.29 8"
IE S 374.29 8"
4"
4
00
4)
0)
>
(0
0)
Found MIC Conc
wl Pin, Down 1.2'
I
N
�99.97' - -
_e-'�__Cl 6" Ln
4 --------------
47.57' ! 1 26.2'
25'
0:?C48"
7AV I
Lot 28
115-08,08- W 199-95
—,)!ood fence (typj - -
O,Z->
0 1
01
a.1
House '04 -1—
c� #22103
PARCEL All cN
(0 FF 384.50 (D
8,995
SO. FT. 2'Eaves Front E
and Back I �r
1'Eaves on
Sides
120
0)
15'
Lot 27
to 7/ /7-7
C�
Asphalt 1B.S.B. L 26.2'
Driveway __T
L__ � ote #5
-- ------- -- ---- -------
C b
0
LO 15' Ingress Egress and Utility Easement,
Set Rebar &
Cap, LS 30581
04' N
rh
Lot 26
99.97' Set Rebor & Ca _"
LS 30581, 2' 07s—
�0
0111 a;
25' PARCEL B 15'
8,995
SQ. FT.
U) 6
C18
Mi��Cl 2"
c6 Gal -age
C14 `5L 0 C 16
( 1 3
B. S. B. L.
1 16
A _z_
Lr)
J�l k �nc eo
o' 0 ioincLln _0_
tt Rebar &
'13Cop, LS 3058'
224th Street Southwest
N 88*58'27" W(Basis of Bearings)
229.95'
Found MIC Conc
w/ Pin, Down 0.4'
PROJECT NOTES
1. ALL EXISTING FENCES ARE TO
REMAIN AFTER DEVELOPMENT.
2. EXISTING HOUSE IS TO REMAIN.
3. TOTAL SITE ACREAGE — 0.41 ACRES.
4. PROJECT ZONING — RS8000
5. SIDE YARD SETBACK WIDTH FOR
EXISTING STRUCTURE TO BE MODIFIED
PER CITY APPROVAL.
6. EXISTING GARAGE IS TO BE LEGALLY
REMOVED.
LEGEND
B.S.B.L. BUILDING SET BACK LINE
4-9
co
4)
Cd
a.
U)
co
Found MIC Conc
w/.Pin, Down 0.5'
,S 88*58'27':N E
F _22-9.95' V
co
(6
14"
bi
LO
0
PIFA
MERIDIAN
P LAT
LEGAL DESCRIPTION
LOT 27, BLOCK 1, PINE ACRES, ACCORDING TO THE PLAT
THEREOF, RECORDED IN VOLUME 13 OF PLATS, PAGE 63,
RECORDS OF SNOHOMISH COUNTY, WAS HINGTON
SURVEY NOTES
INSTRUMENT USED: SOKKIA SET 5 EDM
METHOD USED: FIELD TRAVERSE
APPROXIMATE POINT ACCURACY: ±0.05'
SURVEY MEETS OR EXCEEDS STATE STANDARDS PER WAC
332-130-090.
MONUMENTS SHOWN HEREON WERE VISITED ON JULY 27
& 28, 2000.
THE INFORMATION SHOWN ON THIS MAP REPRESENTS THE
RESULTS OF A SURVEY MADE ON THE INDICATED DATE
AND CAN ONLY BE CONSIDERED AS THE GENERAL
EXISTING CONDITION AT THAT TIME.
NO EASEMENTS, RESTRICTIONS OR RESERVATION OF
RECORD WHICH WOULD BE DISCLOSED BY A TITLE REPORT
ARE SHOWN.
VERTICAL DATUM — CITY OF EDMONDS (M.S.L.) PER
R/R SPIKE IN POWER POLE AT NE CORNER OF INTERSECTION
OF 224TH ST. S.W. AND 96TH AVE. W. PER FB 22AD, PG. 20
ELEV. 390.84
CONTOUR INTERVALS — 2 FEET
OMER
CONSULTANTS
LEGAL DESCRIPTION
SCOTT KECHLOIAN
CIVL DOW
LOT 25, BLOCK 1, PINE ACRES, ACCORDING TO THE PLAT THEREOF,
5710 200TH ST. SW, SUITE 100
LYNNWOOD, WA 98036
CG ENGINEERING
111 MAIN ST. SUITE 106
RECORDED IN VOLUME 13 OF PLATS, PAGE 63, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
EDMONDS, WA 98020
APPLICANT
425.778.8500 FAX -n8.5536
CONTACT. JEFF HAYNES
VERTICAL DATUM
SCOTT KECHLOIAN
2710 200TH ST. SW, SUITE 100
LYNNWOOD, WA 98036
CITY OF EDMONDS (MSL) PER R/R SPIKE IN POWER POLE AT NE
CORNER OF INTERSECTION OF 224TH ST. SW AND 96TH ST. W
PER FB 22AD, PG. 20 ELEV. 390.84.
-10 0
ACP
ASPHALT CONCRETE PAVEMENT
ASPH
ASPHALT
BLDG
BUILDING
BC
BOTTOM OF CURB
c
COMPACT/CONDUIT/CURVE
CL
CENTERLINE
CB
CATCH BASIN
CMP
CORRUGATED METAL PIPE
CO
CLEANOUT
CONC
CONCRETE
CONST
CONSTRUCTION
CY
CUBIC YARD
"C"
CONIFEROUS TREE
DDCVA
DOUBLE DETECTOR CHECK VALVE ASSEMBLY
DIM
DIMENSION
DIA
DIAMETER
DIP
DUCTILE IRON PIPE
DW
DOMESTIC WATER
DW
DOMESTIC WATER
wDx
DECIDUOUS TREE
E
EAST, EASTING
EA
EACH
EJ
EXPANSION JOINT
ELECT
ELECTRICAL
ELEV
ELEVATION
EOA
EDGE OF ASPHALT
EOP
EDGE OF PAVEMENT
EX
EXISTING
EXT
DMIOR
FDC
FIRE DEPARTMENT CONNEC11ON
FDCO
FOUNDATION DRAIN CLEANOUT
FF
FINISH FLOOR
FH
FIRE HYDRANT
FL
FLANGE
FS
FIRE SERVICE
FT
FEET/FOOT
FU
FRANCHISE UTILITIES (POWER, GAS, TELEPHONE, CTV)
G
GAS, GUTTER
GV
GATE VALVE
H '
HORIZONTAL, HEIGHT
HP
HIGH POINT
ID
INSIDE DIAMETER
IE
INVERT ELEVATION
L
LENGTH/LINE
LF
LINEAR FOOT
LP
LOW POINT
LT
LEFT
MAX
MAXIMUM
MECH
MECHANICAL
MH
MANHOLE
mic
MONUMENTIN CASE
MIN
MINIMUM
mi
MECHANICAL JOINT
MON
MONUMENT
N
NORTH, NORTHING
NIC
NOTIN CONTRACT
NO
NUMBER
NTS
NOT TO SCALE
Oc
ON CENTER
OD
OUTSIDE DIAMETER
Os
OIL SEPARATOR
p
POWER
PC
POINT OF CURVATURE
PI
POINT OF INTERSECTION
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PNT
COORDINATE POINT
PSF
POUNDS PER SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
PT
POINT OF TANGENCY
PVC
POLYVINYL CHLORIDE/POINT OF VERTICAL CURB
PM
POINT OF VERTICAL INTERSECTION
PVMT
PAVEMENT
PVT
POINT OF VERTICAL TANGENCY
R
RADIUS
RCP
REINFORCED CONCRETE PIPE
RDCO
ROOF DRAIN CLEANOUT
RED
REDUCER
REINF
REINFORCING
RJ
RESTRAINED JOINT
RT
RIGHT
S
SOUTH
SD
STORM DRAIN
SDMH
STORM DRAIN MANHOLE
SECT
SECTION
Sim
SIMILAR
so
SQUARE
ss
SANITARY SEWER
SSCO
SANITARY SEWER CLEANOUT
STA
STATION
STD
STANDARD
STL
STEEL
T
TELEPHONE
TB
THRUST BLOCK
TC
TOP OF CURB
TE
TOP ELEVATION
TG
TOP OF GRATE
TOB
TOP OF BANK
TOC
TOP OF CONCRETE
TYP
TYPICAL
VC
VERTICAL CURVE
W
WEST, WATER, WIDTH
W/
NTH
WM
WATER METER
WS
WATER SEPARATOR
YD
YARD
@
AT
GENERAL. NOTES
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE
CITY OF EDMONDS STANDARDS, THE FOLLOWING SPECIFICATIONS AND CODES,
AND ALL OTHER APPLICABLE LOCAL, MUNICIPAL, STATE, AND FEDERAL CODES,
RULES AND REGULATIONS-
-1997 UNIFORM BUILDING CODE
-2000 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION
-WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT
MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION)
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REM
TO WSDOT STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION.
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER
CONSTRUCT10N IS IN PROGRESS.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF
RECORD AND THE LOCAL GOVERNING AUTHORITY.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS
ON A SET OF "AS-BUILI` DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT
CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE
OWNER PRIOR TO PROJECT COMPLE11ON AND ACCEPTANCE.
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
THESE PLANS HA
ii, Ii, i
I A
DESCRIPT10N
SHEETINDEX
CM COVER SHEET & GENERAL NOTES
C2.1 DRAINAGE, WATER & SEWER PLAN
DRAINAGE DETAILS
PROPERTY LINE
CENTERLINE
CLEARING LIMITS BOUNDARY
SEDIMENT BARRIER
CONTOUR LINE
FENCE
SANITARY SEWER LINE
MANHOLE
STORM DRAIN PIPE
FOOTING DRAIN
CATCH BASIN (TYPE 1)
CATCH BASIN (TYPE 2)
CLEANOUT
CONOUT AND WYE
.SURFACE SWALE
DRAINAGE PATTERN
ImIrW-01,11161
EXIST
_____100
- X_ x
_< - _ss
=11"I IR
100
X_ X_
0 0
- -SD 4- IS-0
F1 El
0 0
0
DESCRIPTION
CONCRETE PAVEMENT
PGIS AREA
EXISTING PAVEMENT
ROCKERY
SPOT ELEVATION
TELEPHONE LINE
UNDERGROUND ELECTRICAL LINE
GAS LINE
PRESSURE LINE
WATER
- - - - WA- W.
WATER METER
ffl 19
FIRE HYDRANT
NY
GATE VALVE
TEE
90* - BEND
THRUST BLOCK
A
CAP
E-
13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON
MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL
IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS
PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED
STRUCTURAL FILL PER 90TEMNICAL REPORT.
1A wr (ziipvry Amn AMATrMlIPAI npAummr-%(z mp nairMIMIZ Aidn mrginmiz
7. THE LOCATIONS OF EXISTING UTU11ES AND SITE FEATURES SHOWN HEREON
OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE
HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM
FEATURES.
AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY
15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS.
AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE
FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES.
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
THEY ARE NOT TO BE CONNECTED TO THE DETENTION SYSTEM BUT MAY BE
LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER
CONNECTED TO THE OUTFLOW SIDE OF THE CONTROL STRUCTURE.
UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION
16. ALL REQUIRED STORMWATER FACIIJ11ES MUST BE CONSTRUCTED AND IN
OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, S12F, TYPE AND
OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE
COND11ION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS
APPROVED BY THE ENGINEER.
BEFORE TRENCHING FOR NEW UTILITIES. CG ENGINEERING ASSUMES NO
17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND
RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING
OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM.
UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS.
18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING
INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
CONSTRUC71ON AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION
19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND Off SITE
SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
SHALL BE RETURNED TO THE EQUIVALENT OF THOR PRECONSTRUCTION CONDITION
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE
IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS.
PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S
20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER
REPRESENTATIVE OF ANY DISCREPANCIES.
ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
10. PIPE LENGTHS WERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO
COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC
FIELD CONDITIONS.
GRADING AND EROSION CONTROL REQUIREMENTS.
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT
21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY
(WERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR
CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT
APPROVAL.
COMPLIANCE WITH THE RECOMMENDA11ONS OF THIS REPORT.
22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE
AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT.
9.1 qinpp nr rimm4m rpAnr CJ4AH Pr mm1ZTAMT PPTW17M nMi4ZWrn
CONTOURS OR SPOT ELEVATIONS SHOWN.
Y REVIEW AND ARE SUBJECT TO CHANGE. DO NOT USE FOR CONSTRUC'
EXIST
20.0
T - - - - -
E - - - - -
p - - - - -
PROPOSED
-
.0
- .
T
E
p
24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM
5% SLOPE FOR I MINIMUM DISTANCE OF 10 FEET.
25. CONTRA50� SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN
SHORING AND BPACING 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 BEACING, AS REQUIRED.
26. CONTRACTOF SHALL NOTIFY THE OLYMPIC VIEW WATER AND SEWER DISTRICT
24 TO 72 HRS 11 ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT
SHUTOFFS. STR,.ET CLOSURES WILL NOT BE ALLOWED. STEEL PLATES SHALL BE
USED IF NECESS%RY. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY
HYDRANTS WITH(UT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL
27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY
RELOCATIONS Ak)/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND
APPROPRIATE UILITY COMPANIES. CONNECTIONS TO EXIS`IING UTILITIES SHALL
BE MADE ONLY VITH THE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING
SAID UTILITIES AND WITH 72 HOURS ADVANCE NOTICE.
28. EXISTING UTIUTY LINES IN SERVICE WHICH ARE DAMAGED DUE TO
CONSTRUCTION VORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND
INSPECTED AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING.
29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION. WHERE NO
DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD
ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE
30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS,
PLACE POLYETH�,IENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES.
31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF
SITE UTILITIES WTHIN THE BUILDING.
32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL
WORK.
33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGA11ON
SYSTEM.
34. THE CONTRACTOR SHALL CONNECT WATER AND SEWER SERVICES IN
ACCORDANCE WITH OLYMPIC VIEW WATER AND SEWER DISTRICVS
STANDARD DEVELOPER EXTENSION AGREEMENT.
20.0
WWGE NOTES
1. ALL STORM M. PIPE SHALL CONFORM TO THE CITY OF EDMONDS STANDARDS.
2. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR COMPACTED GRAVEL MATERIAL
3. BACKFILL SH,'ILL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE OR PIPE -ARCH IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 6", MAXIMUM DEPTH 8", THOROUGHLY TAMPING EACH LAYER.
COMPACTED LA)ERS MUST EXTEND FOR ONE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE
SIDE OF THE TRENCH. (REFER TO WSDOT STANDARD SPECIFICATION 7-04.3(3) AND STANDARD
SPECIFICATION 2-03.3(14)C, METHOD B & C.
4. BACKFILL MATERIAL UNDER PAVEMENT (PUBLIC OR PRIVATE) SHALL BE COMPACTED TO 957..
USE REASONABLE CARE IN HANDLING AND INSTALLATION.
5. ALL DRAINAGE PIPE COUPLINGS, FITTINGS, ADAPTERS & APPURTENANCES
SHALL BE SPECIFICALLY DESIGNED FOR THE INSTALLED PIPE AND SHALL BE
INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
1. ALL CATCH BASINS SHALL BE TYPE I UNLESS OTHERWISE NOTED.
2. ALL CATCH EASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW LINE SHALL BE A
TYPE 11 CB OR LARGER (MANHOLE).
3. THE CONTRAtTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE, INLET, AND CATCH
BASIN FRAMES AND GRATES JUST PRIOR TO POURING OF CURBS AND PAVING.
4. ALL CATCH BASIN GRATES SHALL BE SET TO PAVEMENT LEVEL.
5. ALL TYPE 11 (ATCH BASIN MANHOLES, INLET, AND CATCH BASINS SHALL HAVE LOCKING LIDS.
6. STANDARD LADDER STEPS SHALL BE PROVIDED IN ALL CATCH BASINS AND MANHOLES
EXCEEDING 5 FFE-T IN DEPTH.
7. CATCH BASIN GRATES IN CITY RIGHT-OF-WAY SHALL BE SET TO FINISHED GRADE, NOT
BELOW PER CITY OF EDMONDS STANDARDS.
ON OR BIDDING PURPOSES WITHOUT SIGNED AGENC
EROSION CONTROL NOTES
18.30.050 DEVELOPMENT APPROVAL STANDARDS FOR EROSION AND 9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING. PRIOR TO LEAVING
SEDIMENTATION CONTROL (ESC) PLAN. THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT
POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT
A. ESC MINIMUM REQUIREMENTS. ALL ACTIVITIES NECESSITATING'! A PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND
CLEARING OR GRADING PERMIT AND ALL UTILITY PROJECTS CONSISTING OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE
OF MORE THAN 500 UNEAL FEET OF TRENCH EXCAVATION SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE
REQUIRED TO CONTROL EROSION AND SEDIMENT DURING CONSTRUCTION FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE.
AND TO PERMANENTLY STABILIZE EXPOSED SOIL RESULTING FROM EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL
CONSTRUCTION. PROJECTS INVOLVING A CRITICAL AREA MAY ALSO BE BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE.
REQUIRED TO COMPLY WITH ANY COMBINATION OF THE ESC MINIMUM 10. ESC MINIMUM REQUIREMENT - CUT AND FILL SLOPES. CUT AND FILL
REQUIREMENTS. COMPLIANCE WILL BE DEMONSTRATED THROUGH THE SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT
IMPLEMENTATION OF AN APPROVED ESC PLAN. GUIDELINES FOR' WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN
PREPARING ESC PLANS ARE PROVIDED IN THE MANUAL THE PLAN ACCORDANCE NTH ESC REQUIREMENT NO. 2.
MUST ADDRESS THE FOLLOWING REQUIREMENTS- 11. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION.
PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE. SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE
CONSTRUCTION VEHICLE ACCESS SHALL B� WHENEVER PRACTICAL, VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER RUNOFF
LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH FROM THE PROJECT SITE.
QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING CF_ 12. ESC MINIMUM REQUIREMENT - STABILIZATION OF TEMPORARY
SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE
ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND
END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF
SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE
SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL DEVELOPED CONDITION. STABIUZA11ON ADEQUATE TO PREVENT EROSION
BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED N THIS MANNER, OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM
2. ESC MINIMUM REQUIREMENT - STABILIZA11ON OF EXP01.' fre � AR�4.S. ALL REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE
SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL -BE STtjj1j-,_7!-, SYSTEMS.
BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT mmliYf.;' 13. ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTECTIM4. ALL,
SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC C0%7-i!NQ, O� STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL
MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINThNED- BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER
IN ACCORDANCE NTH THE MANUAL THE EXPOSED SOILS SHALL BE THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR
STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO OTHERWISE TREATED TO REMOVE SEDIMENT.
SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM 14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY
OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS, EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30
FROM MAY 1 THROUGH SEPTEMBER 30). DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROFLERTIES. TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL
ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS
DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED.
SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A 15. EROSION AND SEDIMENT CONTROL REQUIREMENT - DEWATERING
COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMFS CONSTRUCTION SITES. DEWATERING SYSTEMS SHALL DISCHARGE INTO A
4. ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL EROSION AND SEDIMENT TRAP OR SEDIMENT POND.
SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND 16. EROSION AND SEDIMENT CONTROL REQUIREMENT - CONTROL OF
MAINTAINED BY THE OMER TO ENSURE CONTINUED PERFORMANCE OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL
THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALLBE POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING
CONDUCTED IN ACCORDANCE WITH THE MANUAL CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER
5. ESC MINIMUM REQUIREMENT - OTHER BMPS. AS REQUIRED BY HE THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER.
CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF 17. EROSION AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL
INCREASED RUNOFF SHALL BE APPLIED LIABILITY PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL
6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE
UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND LITILITY COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL
LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING:
A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATEFIALS; vi
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT NTH
SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE Lip
UPHILL SIDE OF TRENCHES; 2,
C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT
TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS);
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO
HAULING;
E. DAILY CLEANUP AND STREET MAINTENANCE.
7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVOOPMENTS.
ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES IAND
DISTURBING ACTIM11ES OF GREATER THAN, OR EQUAL TO, ONEACRE Ir 4103 -W LL13
IN ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FOfTH A
ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW
B. ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND E)SEMENT
LIMITS. IN THE FIELD, MARK CLEARING LIMITS AND/OR ANY Ek-EMENTS,
SETBACKS, SENSITIVE/CRMCAL AREAS AND THE BUFFERS, TRES AND
DRAINAGE COURSES.
S'INO' ('-' do Alto
'ulo S30141% INIIIdOTEIA30
100z 0 � inr
APPROVED FOR CONSTRUCTION
ASSISTANT CITY ENGINEER DATE
PROVAL STAMP. CALL BEF-ORE YOU DIG 1-800-424-5555.
6NGINIEERING
111 MAIN STREET, SUITE 106
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-55-36
Ir
I EXPIRES:1 1/07/021 Z IW,011
z
0
a.
CK
0
cn
uj
0
IDESIGN: CWK
DRAWN: JRZ
CHECK: JSH
JOB NO: 00126.20
DATE: 2/22/011
V)
Ld
F_
0
z
V)
LIJ
Z
Ld
V)
0
1___.
<
Lij
-3�:
z
n
0
0
ry
z
0
00
0
Ld
>
or)
LJ
=
V)
<
<
LLJ
�r
V)
<
�_D
(0
V)
r-)
F-
z
Ld
0
>
c)
:2
LL.1
Se,
"
N
r-1
L.Li
U
..............
NE 1/4, SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
MON. NOT FOUND
N 8855'54" W
459.90'
HELD PLAT INTERSECTION
220TH STREET SOUTHWEST
PROPOSED CB
SEE S-00-109
/k
7.0'±
LOT 26
CB TYPE I
I
Go?
ROBERT & CHERYL MCGIRK
GE 384.03
IE N&S 382.03 12"
22205 96TH AVE W
+Lht
IE W 382.33 8"
uj
EDMONDS, WA
11Z
cn
L�
BTm 40,L3 -S
S T E E
8" STEEL
".4
55 LF
16,
4
FOU
D 1/2 I.P.
rdM=381.50
E=:379.50
S=O.005
RIM=38 3 75
TYP.
0.6
W & 0.67' N
" w
N 88*58'08, 9.95'
IE=379
x
Ma -AAAA!"t�p
-
x
x x
\93.25'
CB TYPE 1
r- -
FND. MIC CONC.
W/PIN, DOWN 1.5'
17
ch� 24.4' A. LLj
U-1
a
-00
CD
C)
Or ai
EXISTING 4
CULVE�-T , = -_ - .4-
C-)
c� HOUSE w
#22121
Lot 2
L-ti
LLI
I E N 381.34 6"
FF 383.57
x
Ln
C"
EX. qONCRETEW w
C>
DRIVE TO
PAR�EL B cl-
PARCFi A REM�IN
8,,89
C) OCO) Lc')
8,000 CD
so FT.
E)& SO. FT.
> S x
43.77,
25.5' S=1.00X
0-3,ML
FND. REBAR & CAP,
MB's
QK WALL 09 /10.0 LS 8566, 0.63' E
106.7 ,,93.25' & 0.40' S
r ip I
N 88*58'090 W
11 0
0.22'- 199.95, WIRE 7NCE
0.34f 2.0' MIN. 20'
39
�2
LOT 24
KAREN WHEELER
22205 96TH AVE W
EDMONDS, WA
�2 -co 3. =5
C:)
__j
Lij
ui
Cf) Ln
12" STEEL
GE 385.76
IE N 382.96 12"
IE W 383.06 12"
BTM 381.06
NAGI
FND. MIC CONC.
W1 PIN, DOWN 1.2'
WATER &
224TH STREET SOUTHWEST
N 88-58'27- W(BASIS OF BEARINGS) 229.95'
r
20
I 11u. m1%j vv11%d*
W/ PIN, DOWN 0.4'
0 10 20
�.';%j
I
Z-0
C6
CD
FND. MIC CONC.
W/ PIN, DOWN 0.5'
CUITMLIL QUMTMES
THE TOTAL SITE CUT/FILL WILL BE LESS THAN 500 CY.
CONSTRUCTION KEYNOTES - STORM DRAINAGE/GRADING
INSTALL CATCH BASIN TYPE 1 AND CONNECT AH
ROOF DOWNSPOUT TO BASIN.
4-INCH PVC STUB FOR BLDG. FOUNDATION DRAINS.
FOUNDATION DRAINS TO INFILTRATION TRENCH.
DETENTION PIPE PER CITY OF EDMONDS STANDARDS
AND PER DETAIL 1. 30 LF, 24� DIA. ADS.
INSTALL 8" DIA. ADS (N-12).
24! DIA. ADS TEE WITH SUMP PUMP HYDROMATIC
MODEL NO. SP-25.
EMERGENCY OVERFLOW INFILTRATION TRENCH
PER DETAIL 2.
I" PLASTIC CONDIUT TO GARGE W/ POWER LINE.
290! ± OR 1-11Z DIA. PVC (SCH 40) PRESSURE LINE
TO BE TERMINATED IN PROPOSED CATCH BASIN.
PAVE 10' WIDE DRIVEWAY SECT10N.
ROOF DOWNSPOUTS.
SAWCUT AND REMOVE EX. DRIVEWAY.
EXISTING GRADE
MIN. ELEV=3- .75±-,,,6-- 18" MIN.
20 N
E
CHECK VALVE-
ELEV.=381.00
30' - 24" DIA. ADS,
LAID LEVEL (100 C.F.)
ELEV.=379.00
IE=379.25
NOTE:
MERCURY ON/OFF FLOAT SWITCH SET TO FOR
TYPE 1 CATCH . BASIN 382.00 ON AND 379.90 OFF.
PUMP NOTE:
PUMP TO BE ADJUSTED TO PUMP 35 GPM OR LESS.
IMPERVIOUS SURFACE
TOTAL
GROSS
(SF)
IMPERVIOUS
PERVIOUS
(SF)
ROOF ROAD
AREA (SF)
AREA (SF)
WEST LOT
8,000
1 1,330 3,186*
4,516
3,484
EAST LOT_
8,389F1,700
540
Z240
6,149
* 2,106 SF IS EXISTING CONCRETE DRIVEWAY.
NOTE. THE GROSS SQUARE FOOTAGE OF THE LOT DOES NOT
INCILUDE THE EASEMENT AREA.
CONSTRUCTION KEYNOTES - WATER
15(r 1-1/2- DOMESTIC WATER SERVICE,
NEW 3/4 INCH DOMESTIC WATER METER. IN
LANDSCAPEING STRIP
CONNECTION POINT INTO THE EXISTING WATER MAIN.
CONNEC11ON TO BE PER OLYMPIC VIEW WATER AND SEWER DISTRICT STDS.
CONSTRUCTION KEYNOTES - SANITARY SM
6-INCH SANITARY SEWER LINE.
14V 6-INGi @ 2.07. MIN. PVC SANITARY SEWER UNE TO
CONNECT INTO THE EXISTING SEWER MAIN PER OLYMPIC
VIEW WATER AND SEWER DISTRICT STDS.
LOCATION AND INVERTS TO BE FIELD VERIFIED.
DETENTION PIPE - SEC11ON
NTS
a w1wat 10] A
m
6.0"±
NO
WASHED ROCK
BACKFILL
NE
2.0'
PERF. 4"
-�M
t
DIA. PVC,
6"
(LAID LEVEL) 12.0'
IE=380.15 0
-N'
To 1 /2"
WASHED ROCK
FILTER FABRIC
EMERGENCY OVERFLOW/INFILTRATION
TRENCH
NTS
ENGIN66RING
Ill MAIN STREET, SUITE 106
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
z
0
Lo
C)
10.00' cn
v-
in
4 DIA. ADS @0.35%
OVERFLOW
<
1E=3Ei.00
PLASTIC CONDUIT TO DESIGN:
A
-F GARACE W/ POWER LINE DRAWN:
1-1/22' (SCH 40) PVC
CHECK:
SUMP PUMP
HYDROMATIC JOB NO:
MODO- NO. SP-25
(SEE NOTE BELOW) DATE:
24" DIA. ADS TEE
SPECIAL TOPOGRAPHIC NOIE-
ALL TOPOGRAPHY ON THIS PLAN PROMDED BY OTHERS AND
CG ENGINEERING ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.
APPROVED FOR CONSTRUCTION
ASSISTANT CITY ENGINEER DATE
<
n Lij 0
D
Z 0
ry Ljj
0 > 0)
z
< (0 V)
�D (3) r)
z
0
01--M
Ld N 0
\1e " Lli
6110mmiums,
A Ti 12,
JRZ
JSH
00126.20
2/22/01
CL
Ld
V)
Ld
Li W
0 0
cy- cy-
C) r)
ITI I
L�F]
HAVE BEEN PREP,
OR AGENCY REVIEW AND ARE S,
TO CHANGE. D,
OR CONSTRUCTION OR BIDDING PURPOSES WITHOUT SIGNED AGENCY APPROV
P. CALL BFORE YOU DIG 1-800-424-5555.