22119 96TH AVE W.PDF111111111111
9446
22119 96TH AVE \/v
City of Edmonds Permit No: 01-2-11
RIGHT-OF-WAY CONSTRUCTION PERM IT Issue Date: —
A. Address or Vicinity of Construction:
B. Type of Work (be specific): ura-Irtes p,&LIAf
C. Contractor: & CW4 Contact:-S C-0 r lo I (
Mailing Address: 5-?/0 2o Phone: G — Ca _`�Q t/ RO
State License #:- IE !i!�NQ crt/_�_C, ID 12- J�w Liability Insurance: Bond: S
D. Building Permit # (if applicable) '2 00 (_ C talsSside Sewer Permit # (if a . pplicable):
E. Commercial
Multi -Family
INSPECTOR:
F.- PAVEMENT CUT:
CONCRETE CUT:
E] Subdivision
Single Family
[] YES [I NO
El YES El NO
City Project F1 EUC (PUD, VERIZON, PSE, AT& T, OVWID)
F-1 Other
G. SIZE OF CUT X
INDEMNITi. Applicant understands by his/her signature to thi ' s applica ' tion helshe holds the City of Edmonds harmless ftom
injuries, damages or claims of any kind or description whatsoever, foreseen or un/breseen, that may be made against the City of
Edmonds or any o
f its departments or employees, including but not limited to the defense of any legal proceedings including defense
costs and attorneyfees by reason ofgranting this permit. I
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger. must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
required training in their possession.
Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with. asphalt or City -
approved materiaf orior to the end of the workday - NO EXCEPTIONS.
Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-,5555) PRIOR TO BEGINNING WORK
I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUST M4% THE PINK COPY OF THE 'PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPE&IONS,
Sirnaturel_
(Contractor or Agent)
_CITYUSk'O7
A-i FOR" 'il
Approved by:
Time Authorized: Void AfterLw4mo h9 Moilr
Special Conditions:
el"a A% htil A0000 . W-se-
Date: 1� `:2 --' 0 1,
ly
Right-of-way Fee: 7d _Oe�
Disruption Fee/Fund 111:
Restoration Fee:
Total Fee: :� 9S.
Receipt No -
Issued by:
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326)
FINAL APPROVAL OFPERMITTED WORK.- �C;nj JS DATE:
Inspector's Signature
For inspection requirements see Engineering Inspection Information handout.
No WOM SHAIA., 13EAIN 14MM TO NAMITISSUANCE.
DAMy Documents\Forms\Engnmg\ROWpermit—.doc
',,,DAATE 7RECEIV�ED
PERMIT EXOBF—S 17-/
F
USE PERMIT
CITY OF EDMONDS ZON E NUMBER
JOB /APT#
ECO:NSTRUCTION PERMIT APPLICATION ADDRESS
OWNEr NAME/NAME OF qUSINE SION N LOT NO LID NO. OVW _<I>
PLAT NAME/SUBDIVI
MAILING.ADDRESS LID FEE $
z TESCP Approved 0
?: 1�::_ ") PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP RW Permit Required
0 Use
Street Permit Req'd 0
.CITY ZIP TELEPHONE EXISTING - PROPOSED Inspect on Required 0
Sidewa:k Required 0
6UIRED DEDICATION- FT Underground
L RE
K j (AJ 00(_ I Wring required
_j 0
NAME -:'METER SIZE LINE SIZE No.6 , F FIXTURES PVEQUIRED
1, 1
YES NO 0 cc
Uj
I= ADDREPS, REMARKS z
x OWNER/CONTRACTOR RES�,qNSIBLE FOR EROSION CONTROL/DRAINAGE z
U a
cc z
4 mh I - ...
CITYM�� DUkt �lp IT
ggp � NE NE Iti -we Tt 0405dej� 66 ixk L"
(4)
NAKOlf
C L4 C_ ('6--j C 4�, �j 3
ENGINEERING REVIEWED/DATE
cc ADDRESS
0
"57
FIRE REVIEWED BY DATE LU
CITY IP JTTE�EPHON�. M
z ZZ
6,
0
VARIANCE OR CU SHORELINE OR ADB# INSPECTION BOND
STATE LICENSE NUMBER EXPIRATION DATE REO'D IPOSTED
0 YES 0 NO
SEPA REVIEW SIGN AREA HEIGHT
PROVzT0 C U&Tprk��
C COMPLETE I EXEMPT ALLOWED ED ALLOWED PROPOSED
0 �9 V )< I
Lu jlff-�Vt a
-i 1Z I M _,, PROPOS SJ51 25 1
_!�Ew RESIDENTIAL LUMBING/MECH LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.)
ALLOWED RoPOSED FRONT SIDE REAR FRONT UR S DE REAR
75 W5 0A
f__j ADDITION COMMERCIAL COMPLIANCE OR % 21s, (
CHANGE OF USE Q./ 24 w' I I I iz
PARIING LOTAREAJP ING RE\0�WEP$XYW DATE
REMODEL Cj APARTMENT 0 SIGN REQ'D I PROVIDED
9 -
FENCE 3
REPAIR GRIJW (2: �XY D S X FT) HEMARKS F
01 IV" _ 4 F LAG L-0
DEMOLISH _ OTHER
F TANK
z VIXGARAGE C] RETA NING WALL RENEWAL
RPORT ROCKERY
0
P: (1fYPE OF USE, BUSINESS OR ACTIVL
CHECKED BY TY E OF CONSTRUCTION C E OCCUIAJ?
GROUP
ui NUMBER NUMBEROF CRITICAL
OF DWELLING AREAS SPECIAL INSPECTOR AREA PANT
Q, Occu
o STORIES UNITS NUMBER REQUIRED Ej YES
DESCRIBE WORK TO BE DONE LOAD
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REQ'D
)VIM wbob P 'AM C.,
Apetfare r: Zlilj n�04�4j Nok
x I Al k --..--4 11 A,/
VALUATION
FEE
PLAN CHECK FEE
HE,)f'FjOURCE �,%tt_AZING LO TrPE %
BUILDING
q
PLAN CHECK NO- VESTED DATE
PLUMBING
MECHANICAL
C)
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
2
GRADING/FILL
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
D
t SEPARATE PERMISSION.
STATE SURCHARGE
Uj PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
ENG. REVIEW FEES
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
"APPLICANT. ON BEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGNS AND SUCCESORS
ENG. INSPECTION FEE
LU IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
_1
LANDSCAPING
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
INSPECTION FEE
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMEDTO MODIFY, WAIVEOR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
PLAN CHECK DEPOSIT
RECEFM
0 NOR LIMIT INANYWAYTHE CITY'SABILITYTO ENFORCE ANYORDINANCE PROVISION."
x
TOTAL AMOUNT DUE
RECEIPT
I
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
APPLICATION APPROVAL
THE OWNER I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
Building Official or his/her Deputy: and Fees are paid. and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION receipt is acknowledged in space provided.
WORKMEWS5�10 PEN SAT�PNi!N�U RANCE AND RCW 18.27.
P
I
SIGNATURE7(dWNER O�AGENT�) DATE SIGNED
(425)
OFFIFIALS SIGNATURE A, E/
%,6ta-,
2 0 - o /
it, ."Kam
771-0220
ATTENTION
EXT 1333
RELJ�SED,6,Y DATE
IT IS16NLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
771-0221
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
IZAY
ORIGINAL - FILE - YEL OW�- INSPECTOR
twnc)t
RECEWED
JUL 2 0 2001
DEVELOPMENT SERVICES CTR.
STREET FILE aTy OF EDMONDS
A v LAYNING
L
'1 01,
VD1
Ul
are
P, _--mm
IIJ
City of Edmonds SP #S-2000-1 10
LU LU
ca
Cn
0
-5
CB Type. 1
GE 384.03
IE N&S 382.03 12"
IE W 382.33 8"
BTM 380.43
8" Steel
IE N 382.96 12"
IE W 383.06 12"
BTM 381.06
0
0
0
U)
I
Mon. not found N 88-55;54" W
Held Plot intersection 459. go'
220th Street Southwest Found MIC Conc
w/ Pin, Down 1.5
LEGEND
FIRE HYDRANT
WATER VALVE
UTILITY POLE W/LUMINARE
01 83 WATER METER
0 Lot 26
C
Dxx" DECIDUOUS TREE (SIZE)
-C Cxx CONIFER TREE (SIZE)
-j B.S.B.L. BUILDING SET BACK LINE
Ql, I
4)
E LFound 1/2" Iron Pipe
0 0
> 0. 6 10' W & 0. 6 7' N
LN" 88-Wolr W 9
-M--- - - 199-95
CO
U') 00
r 6
mm
V 0
0
U90lu- - -C1 2"
IT Ingress Egress a4 Utiity-Ecsirn-e
1 600 Sf
- - - - - - Concrete
7....
Driveway
Moorw - i -
b 106. 70
45.59'
24.4'
Culvert -
IE N 381.34 House
0 #22121
a.
0)
IV
R
30.00,/
0. 22'
30'
.0
4NO
0
0
25'
C18"
43.77'
X Is
38'
'a rr -380,57
0
0 PARCEL A 4
81000 LO
SQ. Fr.
Vi
N
25.5'
i-=1 N J
E3
1016.70" r-� L---
N 88!5iroe W
Co
0
0)
15' 7.5'1
Lot
W
C5
0. 34'
MERIDIAN
PLAT
00
0)
-2
00
LAS
S SC)
17.5'
r 0 LEGAL DESCRIPTION
0. 1 LOT 25, BLOCK 1, PINE ACRES. ACCORDIMG TO THE PLAT
z THEREOF, RECORDED IN VOLUME 13 OF PLAT& PAGE 63,
4*0 RECORDS OF SNOHOMISH COUNTY� WASHINGTR
to
B.S.B.L.
Found Rebar &
D12" Cap, LS 8566 0
0.63- E & 0.40- S 10
Wi�e en"ce 0. 2 70'io 1z SURVEY NOTES
Lot 24 %
. Is SWO" Au, qT(M.
> Found MIC Conc 224th Street Southwest
Pin, Down 1.2' N 88*58'27" W(Bosis of Bearings)
- - ----------- ---229.95'
Found MIC Conc
PROJECT NOTES w/ Pin, Down 0.4'
.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 - RS-8 L ----------
5. CONDITIONS OF APPROVAL MUST BE MET
AND CAN BE' FOUND IN THE FINAL APPROVAL
FOR THE SHORT SUBDIVISION LOCATED IN
FILE S-2000-1 10.
6. SETBACKS SHOWN ARE FOR REFERENCE
ONLY AND VEST NO RIGHT. ......
Found MIC Conc
w/ Pin, Down 0.5'
iS 88*58'27PPAE
229,95' V
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 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
4 bb 56b4 kXW.
16 76,
City of Edmonds SP #S-2000-1 10
CERTIFICATIO
ACKNOWLEDGMEN
We Ve that we are the I owners of the property described
below 2d we 4 ire subdivision, with the following
fleflicatinna an�=d rons. is made of our free consent and
according to our desires.
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS that we. the undersigned
ownem of interest in the land hereby short subdivided, h:Mb
f t y
declare this short plot to be the graphic representation he
short subdivision'made hereb)G and do hereby dedicate to the use
of the public forww all streets and avenues. not shown as
private hereon and dedicate the uw thereof for all public
purposes not inconsMant with the use thereof for public highway
purposes. and also the right to Make necessary 9" 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 park*, open space, utilities
and drainage unless such easements or tracts are specifically
identified an this short plat as being dedicoW or conveyed to a
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 ft. purposed stated.
Further, the undersigned owners of the land hereby short
subdivided walve for themsely .1heir heirs and assigns and any
person or entity deriving We from the undersigned, any and all
clairns- for damages against City of Edmonds, ft successom and
assigns which may be occasioned by the establishment
conitruction. or. maintenance of roads aqd/or drainage a
within this short subdivision other then claims resuldiig.=*M
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. ft successors and assigns.
harmless from any damage. including any cost of defense.
claimed by pat ns within or without this short subdivision to
vegetation, drainage or surface or sub —surface water flows within
this short subdMilon or by establishment. construction,
maintenance of the roads within this short subdivision. Provided,
this waiver and Indemnification $hall be construed as releasing
City of Edmonds, Its successom or assigns, from liability for
damages. including the cost of defense, resulting in whole or in
par! 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 and in
accordance with- tie dealrer.-Of -said ownera.�
IN- WITNESS WHEROF we set our hands and seals.
00101 Y.77 7 M
UJ
C-,)
U_
**�,. LU
01
CD
State of Washington
County of Snohomish
I certify that I know or have satisfactory evidence that
VAM-14 MMESM
this instrument and acknowledged it to be (his/her free and
y act for the uses and purpoties mentioned in the instniment.
APPROVA
Approved and authorized ;Vrecolill b th City of Edmonds
Planning Division by_&AWL&.=
This day of 41MV, 14 a, —, 2001
Approved and authorized for recording by,theVity of Edmonds
Engineering Division by _99a"." -W
WURY PUBUC) Signature Of 111AMi 1A AAwAOMW�_ This day of VAA-OVC j6j� 2001
STATE OF WAMNM Notary pullicirryff LA. r. if r f -" ooso
1COMMISMON E)MM - Wnf .ft I U
2M4 Dated L-
My opWntrnent expires 0102112PO4
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 Kechloidn in
SOVP r2.
BrAnt L'919.-PLS lf30581
Date. AL
'S CERTIFICATE
AUDITOR'
Filed or record the request of Emeral L nd Surverno, inc.
this Gy of- XXVIL 2001 at Wminute ALLO'Clock
P
__LM . and recorded in Volume —of Short Plate, Pagai—through—
Records of Snohomish County, Washington.
or�r. n0horn Co" �unor_
EASEMENT PROVISIONS
An easement is hereby rmrved for and granted to all utilities
serving subject plat and their respective successom and assigns,
under and upon the exterfor 10 fed parallel with arid 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 subdivition and other
property with electric, telephone, qos, 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 hersiln stated.
HOLD HARMLESS -AGREEMENT
Owner, and all person having any present or subsequent ownership
interest in these land&, and the success= and assqis . f owners or
other parties having any interest hereby agree that the City of Edmonds
shall be hold harmless in all respects from, any and all claims for
damages for injunctive relief which may be occasioned now or in the
future to adjacent land or improvements by reason of the construction,
operation and maintenance of the drainage systern and hereby widrve
and release the City of Edmonds from any and all claims for damages,
excluding damage caused solely by an act or omission of said City and
injunctive relief which the owners, or th4lir'successom or assigns, may
themselves have now or in the future by reason of the construction,
maintenance and operation of sold drainage systern.
0 SURVEY IN THE:
C.)
(f) U3 N.E. 1/4, S.E. 1/4 SEC. 25 TWP. 27N., RGE. 3E., W.
CD UJ 0 1
> 4= 2 Z --------------
> 0
C= UJ L .
W C-4 U_ .........
0 VrA DUW BY:
LLJ VAQ% SHORT SUBDIVISON
�Mo U __J WWI. BLE
ur,
W 05 FOR ism
cd
WJ
0 FMFRA1 1) CITY Mill nFRR
NF 1/4, SECTION 25, TOWNS -HIP 27 NORTH, RANGE 3 FAST) W.M.
R.
12. 00
2" CL "B" ASPHALT
- J kAV-')"tU bWACE TOP COURSE
(A
1.5'
EXISTING GRADE
ri 1z)
MON. NOT FOUND N_ �855:;��W op
HELD PLAT INTERSECTION 459.9
220TH STREET SOUTHWEST FND. MIC CONC.
N
Lb NOT F,
HMEO PLAT
PROPOSED CB W/PIN, DOWN 1.5'
SEE S-00-109
(A
7.01
CB TYPE 1 12
co ;z LOT 26
GE 384.03 ROBERT & CHERYL MCGIRK
IE N&S 382.03 12" 22205 96TH AVE W
IE W 382.33 8"
EDMONDS, WA
B T 40. L3 -S 2
S
8" STEEL
r LF
CN2
4
IE=379M 3
F
c/) OUND-1/2" I.P. 2.0' S=0.005 RIM=383.75
0.60' W & 0.67' N
IE=379.25
x N 8,8'58'08" W 199.9
. ...... .... x
x
. ...... . . ....
EASTING
MM=383.0± I Cf) PARCEL B DRAINAGE PAT0N
382.50
IE=38D.5-120 A 06
[E=381.5 81389 101
44 SQ. FT. TYP.
4 .59'. 4.
27 PRESSURE LINE
A..
4
LLj 24.4'
_00
x EXIST(NG 10.0' 0!
CD CULVE0 - 4
IE N �81.34 6 9 HOUSE 00
CD 1�ft I
F 383.5 Lot 25
#22 4
121 1.. .
40 IF
25' CD
U)
w 10: fin
5 flo
PRO 9SED RESIDENCE
-EX. :ONCRETE, I cn V) 00
1 0 384.5' '6
0 DRIV TO
A
PARCEL A REMIN
Cp cm
(D
8,000 00 -u
CD
Ex� R SQ. FT.
STU 3 x
2
4337, 25.5' (D
=1 00%
C)
10.0
MB's 0 7.)
.1��RROCK WALL 10 .70, 1-: 1 FND. REBAR & CAP,
- - ___ - - - :. fir$ LS 8566, 0.63' E
L
6
& 0.40 S
0 .22 0 N 88*58'08" W 0.34t 199.95' WIRE FENCE
.38
k C3 2.0' MIN. 0.20' �T�
5
6
Ime
CUT/FILL QUANTITIES
[ - f) 7., 1
CUT = 0 CU. YDS
FILL = 160 CU. YDS
NET(FILL) = 160 CU. YDS
CONSTRUCTION KEYNOTES - STORM DRAINAGE/GRADING
INSTALL CATCH BASIN TYPE I AND CONNECT ALL
ROOF DOWNSPOUT TO BASIN.
4-INCH PVC STUB FOR BLDG. FOUNDA11ON 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).
1 50 24" DIA. ADS TEE WITH SUMP PUMP HYDROMATIC
MODEL NO. SP-25.
EMERGENCY OVERFLOW INFILTRATION TRENCH
PER DETAIL 2.
11" PLASTIC CONDIUT To GARGE W/ POWER LINE.
8 190' ± OR 1-1/2" DIA. PVC (SCH 40) PRESSURE LINE
TO BE TERMINATED IN PROPOSED CATCH BASIN.
PAVE 10' WIDE DRIVEWAY SECTION.
ROOF DOWNSPOUTS.
SAWCUT AND REMOVE EX. DRIVEWAY.
100'± OF 12" ADS @ 0.50X
MIN. ELE
LV=38 .75.
TYPE I CATCH BASIN:7
LOT 24 .70 PUAIP BA5114
KAREN WHEELER "RE AND AD ADDREq_.�
22205 96TH AVE W REOUIRED
'u-)
Lu EDMONDS, WA
-co
b --.
cn
12" STEEL
CB TYPE 1 -
GE 385.76
IE N 382.96 12"
IE W 383.06 12"
BTM 381.06
FND. MIC CONC.
W/ PIN, DOWN 1.2'
ITH STREET SOUTHWEST
N 88'58'27" W(BASIS OF BINGS) 229.95'
GROSS AREA
(SF)
IMPERVIOUS SURFACE
(SF)
ROOF
TOTJAL
IMPERVIOUS
OUS
PERVIOU S
EXISTING
IMPERVIOUS
W*j
INCREASE
IMPERVIOUS
DETENTION (CF)
ROAD/IDW
LAREA (SF)
AREA (SF)
(SF)
(SF)
REQUIRED PROVIDED
EAST LOT (INCLU - DING 15' ESMT) 9,990
1,950 Z200
4,150
4,239
680
WEST LOT (EXCLUDING 15 1 ESMT) 60400 1
1p330 . ... .. ....
4,516
3,484 1
1
3,470
89 109
.
2,106 SF IS EXISTING CONCRETE DRIVEWAY.
4,516
0
0 0
NOTE: THE GROSS SQUARE FOOTAGE OF THE LOT DOES NOT
INCLUDE THE EASEMENT AREA.
CONSTRUCTION KEYNOTES - wATm
150' 1 - 1-1/2- DOMESTIC WATER SERVICE.
NEW 3/4 INCH DOMESTIC WATER METER. IN
LANDSCAPEING STRIP
CONNECTION POINT INTO THE EXISTING WATER MAIN.
CONNECTION TO BE PER OLYMPIC VIEW WATER AND SEWER DISTRICT STDS.
CONSTRUCTION KEYNOTES - SANITARY SEWER
6-INCH SANITARY SEWER LINE
140' 6-INCH @ 2.0% MIN. PVC SANITARY SEWER UNE TO
CONNECT INTO THE EXISTING SEWER MAIN PER OLYMNC
VIEW WATER AND SEWER DISTRICT STDS.
LOCATION AND INVERTS TO BE FIELD VERIFIED.
SANITARY SEWER CLEANOUT WITH LOCKING LAMPHOLE,
EXISTING GRADE 18" MIN.
E
ELEV.=381.00
30' - 24- DIA. ADS,
LAID LEVEL (109 C.F.)
42f .. 8 REQ'D=89 C.F.
IE=379.25
0.75" DIA. ORIFICE
24" DIA. ADS TEE -
PUMP NOTE:
PUMP TO BE ADJUSTED To PUMP 35 GPM OR LESS.
DETENTION PIPE - SECTION
fjT4z
OWNEPJCOUM('.TOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
101
WASHED ROCK
BACKFILL
_ELEV.=382.00. 2.0'
PERF. 4"
DIA. PVC,
(LAID LEVEL)
IE=380.50 X
1/2" TO 1-1/2"
S 885827"
FND. MIC CONC.'- 229.95' FND. MIC CONC. FILTER FABRIC 24.0" WASHED ROCK
W/ PIN, DOWN 0.4' W/ PIN, DON 0.5' 2 Ts ERGENCY OVERFLOVINFILTRAWN TRENCH
4u u 10 20
ACCEPTABLE TIGITLINE
MATERIAL
SDR 35
SCH 40
N -12
F81 0 HANCOR
FINISH GRADE
CONTACT OLYMPIC VIEW
WATER/SEWER DISTRICT
APPROVED AS NOTED
BYZGINEERING
'a4'-
Date: 11710
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CHECK VALVE
4" DIA. ADS @0.35Y.
OVERFLOW
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1" PLASTIC CONDUIT TO
/OFF,� GARAGE W/ POWER LINE
1-1/2" (SCH 40) PVC
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HYDROMATIC
MODEL No. SP-25
(SEE NOTE BELOW)
MERCURY ON OAT VK tVVAL
SWITCH SET TO FOR 382.00 TYPE 1 CATCH BASIN
ON AND 379.90 OFF.
SPECIAL TOPOGRAPHIC NOTE --
ALL TOPOGRAPHY ON THIS PLA-1 PROADED BY OTHERS AND
TEMPORARY CONSTRUCTION CG ENGINEERING ASSUMES NO 11SPONSIBII-ITY FOR ITS ACCURACY.
ENTRANCE REQUIRED
APPROVED FOR CIMSTRUCTION
EXPIRES:11/o7/o2l
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DATE:
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THFSF PLANS HAVE BEEN PREPARED FOR AGENCY REVIEW 'AND ARSUBJECT TO CHANGE, DO NOT USE FOR CON-ST-RUCTION -OR BIDDING PURPOSES WITHOUT SIGNED
ASSISTANT CITY ENGINEER--
ENCY APHOVAL STA __ _E --ORE Y
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ALL -NEWs EXTENI)ED, RE -BUILT On
JRELOCATED L ELWMCAL MITY ANDIOR
SERVICE SPALL BE PLACE UNDERGROUND
MAXIMUM,HEIGHT-25 FEET. MEASURED
FROM AVERAGE ELEVATION OF UNDISTURBED
SOL AT CORNERS OF EXTENDED BUILDING
RECTANGLE. SWZT TO HELD CHECK BY
OWAM DEPARTMENT.
Hose bibbs (exterior faucets) are required to
have a permanently affixed anti -siphon device
installed.
G CHECK
TRANSIT SHALL BE SET UP FOR
INSPECTOR AT FRAMING INSPECTION
TO CHECK HEIGHT OF STRUCTURE*
AD -DRESS NU-MBERS
ADDRESS NUMERS SHALL BE POSTED
PLAINLY VISIBLE AND LEGIEBLE FROM
STREET OR ROAD FRONTING PROPERTY.
Any request for modification, variance or other
administrative deviation (hereinafter "variance")
must be specifically called out and identified.
Approval of any plat or plan containing
prov ' isions which do not comply with city code
and for which a variance has not been
specifically identified, requested and considered
by the appropriate city official in accordance
with the appropriate provision of city code or
state law does not approve any items not to code
specification.
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