19918 MAPLEWOOD DR.PDFIIIIIIIIIIIIII
12210
19918 MAPLEWOOD
DR
0
0
ADDRESS: l9q,16 WmLekw-b
TAX ACCOUNT/PARCEL NUMBER:— 5�69 coo C)ZF, 04
BUILDING PERMIT (NEW STRUCTURE):' W03 -- 0790
COVENANTS (RECORDED)
CRITICAL AREAS - q -7- ?-12- DETERMINATION: E] Conditional Waiver []StudyRequired )�4 aiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: I ( I I
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED: 9
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DA
SIDE SEWER PERMIT(S) #: 0 -71
SOILS REPORT DA
STREET USE / ENCROACHMENT PERMIT
FOR:
WATER METER TAP CARD DATED:
OTHER:
LATEMP\DST's\Fomis\Street File Checklist.doc
JDATE RECEIVED
exh,
I
FP ERMITEXPIRES
CITY OF EDMONDS
use PERMIT
20NE
V=L) 17- NUMBER
:1
CONSTRUCTION PERMIT APPLICATION
JOB SUITE/APT#
ADDRESS
OWNER NAME/NAME OF BUSINESS
_TAM,2-nA-< A
PLAT NAME/SUBDIVISION NO.
LOT NO.
LID NO.
MAILING ADDRESS
LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approved
(V
RW Permit Required
Street Use Perin t Req'd
EXISTING PROPOSED
Inspection Required
CITY ZIP ITELEPHONE
Sidewalk Required
REQUIRED DEDICATION- FT
Undergmund
Whing required
NAM.F,
METER SIZE
I/A.
f--1
LINE SIZE T
I ('4-
NO.OF FIXTURES
-A,
7-+
PRV REQUIRED
YES-0 NO CI
E
ADDRESS
REMARKS
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE
z
OX
C17Y ZIP
r7E
NAME
CBL#
713F
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7
GINEERRINvG-ReEVII&WEDTBY'&g'tf)'��Dkart)'v"'AL-
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ADDRESS
T LLZQ0&j1e_LL_ kolqleM3
J.-JL5tf:�, A r,-Z- AVf_: NA/
FIRE REVIEWED BY DATE
cc
brry ZIP
TELEPHONE
Ir
qeo,511
4v-5 -zqoi k
-74
STATE UCENSE NUMBER EXPIRAI)ON DATE
VARIANCE OR CU
SHORELINE OR ADS#
INSPECTION
REgO
113YES,1itkO
BOND
POSTED
V��_ C 0 CE7 LO 4
1
_
S
SEPA REVIEW
SIGN AREA
HEIGHT
.
PROPERTY TAX ACCOUNT PARCEL NO.
COMPLETE
t-F
EXEMPT ,
*'
ALLOWED
P POSED
ALLOWED
I
15.4
.000 OZ8
,
EXP ! 1
-3 "91 ec
t ,
171.5B
RESIDENTIAL
LUM BING / MECH
LOT COVERAGE
ALLOWED
REQUIRED SETBACKS (Fr.)
FRO14T SIDE REAR
PROPOSED SETBACKS (FF.)
FRONT LJRSIDE REAR
COMPLIANCE OR t
pROPOS5p
13—
WWI
0� �,o
ADDITION
0
COMMERCIAL
CHANGE OF USE
>40 19/-0
19
1 1311 &
z
-
3
0 REMODEL
MULTIFAMILY
SIGN
PARKING
REOD
PROVIDED
6ILOT AREA
PLANNING REVIEWED BY DATE
-;,
I �?
50508
REPAIR CYDS FENCE X
-Fr)
am.A.R"�, e
!* exc e' e4
a4
OTHER
L..- DEMOLISH 0 TANK
9 1 1-1 --A- I jrA e_ VVI +J1 I
a ki,,v Ve- 1,4
0
tg GARAGE RETAINING W�1_1_ FIRE SPRINKLER
CARPORT 0 ROCKERY" 0 FIRE ALARM
z
FE
(TYPE OF USE. 8 EBB OR ACTIV" EYJ!LAIN:
'6�6 &Z�W, , 4 (IJA
CHEC - KED BY
TYPE OF figNWRIJC90N
/7
OCCUPANT
GROUP
0
NUMBER
OF
STORIES 4$4&WN
NUMBER, OF
I ELLING
T.
CRrnCA1
AREAS 69Z;_�2
NUMBER
SPECIAL INSPECTION JAREA,,,,,
REQUIRED
9YES
OCCUPANT
LOAD
DESCWPE WORK TO BE.DONE
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D
!3
k v_s
VALUATION VI) f4le:�
2- TS, 1
13 1?1v I
fifll7t.;� 2105 15v:
ppscription
FEE
Description
FEE
Ai64
PI an Check
State Surcharge
/
,�URCE GIVING
LOT.
Building Permit
City Surcharge
PLAN CHECK NO:
VESTED DATE
Plumbing
91, t�l
23
Mechanical
x
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
40
I=
2
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
Grading
4M
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
I=
SEPARATE PERMISSION.
Engr. Review
47.
11A
PERMIT APPLICATION: ISO DAYS
PERMIT LIMIT. I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
Engr. Inspection
SEE.BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICAK ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
Fire Review
Plan Chk. Deposit
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
2
EDMONDS. WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
Fire Inspection
Receipt #
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
Landscapelnsp.
Total Amt. Due
0
NOR LIMIT IN ANY WAY THE CIIYS.ABILrrY TO ENFORCE ANY ORDINANCE PROVISION.'
Recording Fee
Receipt #
�7
I HEREBY ACKN9WCE-OGE'�HAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION.
APPLICATION
APPROVAL
GIVEN IS C9AECT; AN9/rHAT I AM THE OWNER. OR THE DULY AUTHORIZED AGENT OF
THE OWNfiR. I AGREE,,70 COMPLY WITH C17Y AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not a permit until signed by the
TION; " IN Dq!00'THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
Building Official or his/her Deputy: and Fees are paid. and
L
IN 11 ABOR CODE OF THE STATE OF WASHINGTON RELATING TO
19 `OF W L
V 2=fA,0M0'ENS�rION
FOR INSPECTION
receipt is acknovviedged in space provided.
1
WC INSURANCE AND RCW 18.27.
'0
OEFICIA 91 NA E DATE
I
NATdRE NE) GE
Z� � I
I r
DATE SIGIED
C��
1A0
1425)
�
-
6
771-0220
-
'ATTE-NITION
Off 1333
BY / - I DATE,
4
1 )'k,3-
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A C9RTIFI-
ORtGAAL - FIXE YELLOW-LnSFECTCA
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
Pt.%1'K_QV-,hEP C<X-D - Assc. ssDA
04/02 PRESS HARD. -YOU ARE MAKING 5 COPIES CREEN ACCCkJWTVoG
HEIGHT CALCULATIONS:
ELEVAT1OR-A----------`
110. 33
ELEVATION B:
109.25
ELEVATION C:
105.90
ELEVATION 0:
102.20
TOTAL:
427.68
AVERAGE:
106.92
ALLOWABLE: (AVERAGE +25 FT.)
131.92
ACTUAL:
131.50
APPROVED
... w ! LAN'�-JlNlu POLE. 0.10' ABOVE GROUND LEVEL
EAST LINE. VEST 300 FEET.-----,,\
TRACT 28
TMCT 28
125 00'
STREE
IN NE 1/4, NE 1/4 OF SECTION 24,T.27 N.,R.3 E.,W.M
BENCHMARK.
/-Jk BENCH M AR,K: (ELEV. =1 2 4.25)
N.E. CATCH BASIN RIM ALONG WEST SIDE OF MAPLEWOOD
DRIVE APPROXIMATELY 70 FEET NORTH OR 200TH STREET SIN.
DATUM: ASSUMED
111
WAGNERSADMICH
VOL 24. PG. 94
y
NORTH LINE ESTABUSfEO PER THE PLAT OF
/-'WAGNER'S ADDITON
N 89*34*28' IN (�A) 47j.43- (WA).(M)
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POSITION
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COVERED OUTSIDE j P
LIVING AMA
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IN 89-34-28- W (.W 1)
EX '/2. WEAR WIN
'�SOIJ H LIN- ESTAEILI� PLAT OF CAP STAMPED 'LS 8566':
I (jq . . . . .." ,
MAPLEW(M WILLAGE S "'06
FILE It 0
0
PLANNING DATA
-0-
NAME: - 4-�n k--1 K DATE:-1:;1-1B -2-00S
SITEADDRESS: 1151? MiavITwa 7--jv— PLAN C1
PROJECT DESCRIPTION:-
0(fetf#�> REDUCED SITE PLAN PROVIDED?�jSes4l4o)
MAP PAGE: CORNER LOT: ()Leso FLAG LOT(A�No
rr-4.-IR,
ZONING: CRITICAL AREAS DETERMINATION #:-!�'j
L3 Study Required:
Z'-
LJ Conditional Waiver
SEPA DETERMINATION:
QFee
Ll Checklist
Ll APO list w/ notarized form
U Peeded for 500 cubic yards of grading, Shoreline Area. site within 200 ft. of Puget Sound or Lake Ballinger)
tw Exempt lf(:�o C#5
SETBACKS:
Required Setbacks:
Street:-112�-Left Side: 10 Right Side: 101 Rear:
Actual Setbacks: I
street: 'I'b Left Side: Right Side: 162 Rear:
Street map checked for additional setback required? (Yes / No DNA)
L3 DETACHED STRUCTURES:
J ROCKERIE'S
R KERIE e! 5 ,- c e- e. � e-
S
I k) -Se4-�6k--
0 CES/T�
C
C SIT
CaF—EN E RELLISES:
Ll BAY WINDOWS / PROJECTING MODULATION:
J STAIRS/ DECKS:
170
E4 4�
I
iq�
b P- o-n S 14-,"
i;4 4t-n
PARKING: Required:_L_Actual: 0
LOT AREA: '3nSta -#1
LOT COVERAGE
Calculations:
BUILDING HEIGHT- W-51 70/ IV of 700A
&OW Datum Elevation-�
A-1P- 'A r/
Datum Poirit:
Maximum Allowed- 2- Actuall-leight:
A.D.U. CREATED?ANo -sl
SUBDIVISION:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: ()Le�
OTHER:
Plan Review By:
New13PP1an.ningDataForm.D0C
CA&E NO.—
Tritical Areas Checklist
Site Information (SOils/topography/hydrology/vegetation)
I - Site Address/Location:
---- 7-
2. Property Tax Account Number: neM)
S/
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? 4,zyes; no.
If yes; how is site developed? �a� i k 9- A-r7-, zL
5. Describe e general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise
of 10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water
7. Site contains areas of seasonal staAding water:
What season(s) of the year?
0 _;Approx. Depth:
Approx. Depth:
8. Site is in the floodway — floodplain _ of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are yearm
round? Flows are seasonal? _ (What time of year?
10. Site is primarily: forested ',�(!Ow —;shrubs mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site:
Or
Cft' Use Only—
ty
I. Site is Zoned? 12—
/ A �1
2. -'SCS mapped soil type(s)? A)
:3.. Z
.,:,,:.:..Wetland inventory or C.A. map indicates wetland present on site?
4. Critical Areas inventory or C.A. map indicates Critical Area on site?
5. Site within designated earthsubsidence landslide hazard area? AVI-3 ADL--
6. Site designated on the Environmentally Sensitive Areas Map? �Ivo
:DETERmnNAT16N
STUDY REQUIRED
CONDITIONAL WAIVER
WAIVER
Reviewed by: 0
Planner
D te
RcvGl/M4
0 0
8 9 0 . 1911
r;t of Edmon&
J 0
Critical Areas GheCKIISI
The Critical Areas Checklist contained on
this form is to be filled out by any person
preparing a Development Permit '
Application for the City of Edmonds prior
,to his/her subm:tdl of a development -
permit to the City
The purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should be easily available from
observations of the. site or data available at
City Hall (Critical Areas inventories, maps,
or soil surveys) -
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
and submit it to the City - The City will
review the checklist, make a precursory site
visit, and make a determination of the
subsequent steps necessary to complete a
development permit application.
With a signed copy of this form, the
applicant should also submit a vicinity map
or �pot P�Ian for �individual �ots of Tthe p�arcel
with enough detail that City staff can find
and identify the subject parr-el(s). In
addition, the applicant shall include
other pertinent information (e.g. site
plan, topography map, etc.) or studies in
conjunction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
I have completed the attached critical Area Checklist and attest that the answers provided are
owledge (fill out thd-appTo ate column below)
factual, to the best of my kn Ori
Owner / Applicant:
-Toa.m
Name
Mo4LeW
Street Address
Wi� 771K-X117-r
Eli�, -State,,ZIP Phone
Date
Signature
Anplicant Representative:
'-'�A ) �LW�l
Name
q r
Street Address
'? zo ro
City, State, ZIP Phone
Signature
-, - () 1)
17 c. 19
Tom Wise
Tank Wise
4455 35th Avenue S.W.
Seattle, WA 98126
Subject:
Dear Applicant:
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
BARBARA FAHEY
MAYOR
COMMUNITY SERVICES DEPARTMENT
Public Works * Planning/Building * Parks and Recreation e Engineering - Wastewater Treatment Plant
November 4, 1997
Determination regarding Critical Areas Checklist # 97-212
Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City is
located on the reverse side of the form (bottom of page).
It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records.
IMPORTANT1INFOPMATION TO BE NOTED,-.
PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT
ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIST OR CRITICAL AREAS STUDY.
The 'DETERMINATION' for the Critical Areas Checklist you submifted is a site -specific determination not a
prqJect-specific determination.
You must submit a copv of the CRITICAL AREAS CHECKLIST and DETERMINA TION WITH ALL
PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED.
Permit applications include the following:
cc: Joan- Ostolaza
Enc: Determination
* Architectural Design Board
C:ReceptionU.ana\CRLTR.doc
Building Permits
Conditional Use Permits
Subdivisions
Variances
Applications to the ADB* Land Use Applications
Any other development permit applications.
Thank you.
Diane Cunningham
Planning Secretary
e Incorporated August 11, 1890 0
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PUGET WAY 1303
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Lutheran Church 1206 1123 11135 114
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The City of Edmonds
APPIACA60N
f0,11%
SWE SEWER PFJkM"
NEW CONSTRUCTION Lj,.� REPAIRS 0
- 0 7,5 c 12
OWNER .... J-�V ........... 0.,
.,57
... r
. ... ig .............
.............
ADDRESS ----------
a
M
imwAl, Pt"T
EASZMFJ*lT No . ...........................
CONTRACTOR ---- �-S�r ------------ .-e . ........ PERMIT N
LEGAL DESCRIPTION: LOT No. .-.2-e .............................. 7BRTLA)CK No . ............................................
NAME OF ADDITION JO.-;ZC .... /06)"Fr �-o ove) AIC171 /04S^97-
........................................................................... !/ ..................
-5- -,9 c TZS S S7� " S 7 2 9' 4!:'E F -X C
3oc 7;r/o/&--
Approved:
DATE... .... By . .. ........ . .... . ....
CITY OF EDMONDS SIDE SEWER PERMIT
WATM-fiEWER D"ARTUMNIZ
PERAHT NO 4071
Call 7,76-1107 for side sewer inspections BxFovtz covering any portion of the construction.%
rnspeetion will be provided within 24 hours� after request. No SM., Sun,, or holiday inspections./
ADDSM wcmlm OF CONSMUMON .............. tLJ918 Ncl;�Iewocd ux'V�a
................. —1 ........................ ..................... ................... . ... .......... . ...........................................
Psopmary LEGAL imcm-rioN ......... P! C ... F u f &,,�� t ... Sourid.._Ha.cl
alllf��rj 5 Ac Trs S.
..... .....................................................................................
............... . ........... ......... ........... ............ .................................. ..................................................... . ...... . .......................... . ..................................................
ONVINERA /On BUILDER ....... B.C. ()STOIAZA
......................... t� ..... . ..................... I ......... ... .......................................................
Y, Russ Johnson c
V 6_z"Ac ... M" " B"S, .... N* ... 3'f'*E' .... &' D" ... D ... RESS ............... . ............................................... . .................... . ............ �f_ad � � �-,
............. ...... L,�
. . ......................... ... ....................
PermUsion Is granted ......... 24 .... ...............
19 ... Z!, for repair &W/or connection of a side sewer to the ;�ilty sanitary sewer
;;iWW_ to acom*wmee with &j'W ordinanem
MON IS CALLED To THE FOLLOWING:
No. 1The owners of the property may obtain a permit to construct sewer Inside property line. A licensed Side Sewer Contractor must be employed to construct
side sewer In street area. Do not cover any portion of sewer before It has been inspected.
NOTE No, 2—All work performed in city right-of-way requires an Invasion of FUght-of-Way pormIt obwn"le from the City Engineer's office.
NOTS No. 3-4Dbte4n full information regarding Ordinance 11.16.030 and Regulations governing side -were when you get permit.
NOTE No. 4—Top of side sewer must have at least 30 Inchee,covergge at Property line and 12 Inches inside property line; minimum grade of 2%. No bonds in grade
sharper than % will be permitted.
_VOTE no. 6--Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to improper
work which may develop within one year of completion.
NOTS No, 4--It in unlawful to alter or do any other work thaz in provided for In the permit, or to do any work on the main sewer or Its appurtenances except to In-
sert the pipe Into the wye.
DMAPMOVED 0 Date .. . ................................... By ............... DAT Ite ..... By ............... Date .................. ............... By ................
...........
........ . ......................................................
APPSOVED Date...1/= ...... a._4 .......... Z/ ........ By._.. . ... . . . . . .............
Date:
November 24, 1971
Memo to Director of Maintenance & Operation Public Works
From: City Engineer
Subject: Sewer Connection Charges
Legal DescriPtion: The South-156.-.87' of Tract 285 P-uget Sound Machinery
Depot Five,Acres Tracts, LESS the West 300' thereof.
Commonly known as: 19 . 918 Maplewood Drive
Z.F.1'. Calculation:
96.6 Z.F.r. x $5.50)
Lateral x ("�'-100
1 Unit x 25
CC.
Owner: Dr. Ostolaza
531.30 Connection Fee
Lateral Charge
25.00 Trunk Charge
10.00 Permit
566.3o Total
N OV 4
41r Cp//,,7wc4r-vtQmy
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10
Yaw.
At-
or�ms.." W"..~
DESCRIPTION
APPROVALS
A IlAff Z
0,17 CW4Z 0,01
ryl
ro
971AV'
SURVEYOR'S CERTIFICATE
-----------
z,o,o,v caw T- - 4-- -
e-1 7-Y .0,- rem .4pd,91-,r;ow1-we
Z-. I-- AIVY
Date: November:24, 1971
Memo to Director of Maintenance & Operation Nblic Works
From: City Engineer
Subject: Sewer Connection Charges
Legal Description: The South.1561.871 of Tract 28, Puget Sound Machinery
Depot Five Acres Tracts, LESS the West 3601 thereof.
Commonly known as: 19918 Maplewood Drive
Z.F.1'. Calculation:
96.,:6- -z.r.r.- x (' $5-.50)
Lateral x 0100
1 Unit x ($ 25
C C. *
Owner: Dr.,Ostolaza
!'5-531.30 Connection Fee
-- Lateral Charge
25.00 Trunk Charge
-10.00 Permit
566.30 Total
RECEVED
PLA
NOV 2 4 1971
-10.
- ---------
t .7 6�3'32
7Y. /5' 47Z.17'
199 th STREET S.W.
140. 00 9700-
in
ri
z
Ado. 010
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45 -577;4 7-e 0/� DESCRIPTION
APPROVALS
179'14 Ace/ olp Zol ?9
7-AWC'
SURVEYOR'S CERTIFICATE
,4v,L*-10!s W,' zonlw, -----------
.Zlo
z,-- omy =- wooz.-now
hare own
and
0
CITY CLERK
s T, Civic Center
yk E- i Edrn(;nd,�, V-/L-,hirjTrj0.r�.
FILE
LEASE AND INDEMNIFICATION
WHEREAS, Dr. B. G. Ostolaza and Joan Ostolaza, his wife,
rs of certain property inithe City of Edmonds, Washington,
WHEREAS, owners desire to construct�'a cement retaining
wall on the western boundary linelof their,property and the
;southwest corner and northwest corner of their property, and
WHEREAS, the retaining wall has been designed to allow
surface,and ground water to pass through portions of the retaining
iwall, and
WHEREAS, owners desire to zeleazz, indemnify*i defend and
hold the City of Edmonds harmless from'any and all claims that may
arise on account of construction of said retaining walls, now,
therefore,
IN CONSIDERATION of the City of Edmonds issuing a building
I i
permit for the construction of said retaining wall Dr. B. G. Ostolaza
and Joan Ostolaza, his wife, hereby agree as follows:
l.' Dr. B. G. Ostolaza and Joan'Ostolaza, his wife, are
owners of certain property located in the City of Edmonds, Snohomish
County,!Washington, legally described as follows:
The South 156.87 feet of Tract 28, Puget Sound
Machinery Depot, Five Acre Tract, according to
the,'Plat thereof recorded in Volume 5 of Plats
on Page 47, records of Snohomish County,, Washington,
EXCEPT the westerly 300 feet thereof, situate in
the'County of Snohomish, State of Washington.
2. Dr.'B. G. Ostolaza and Joan Ostolaza, his wife, their
successors and assigns hereb� release,'indemnify, defend and hold
lharmles�'the City 01 'and employees from any and
f Edmonds, its officers
7909170 3,20 vo,.1594
C i I'V
C
all claims for damages or personal injury arising either directly
I I
or indirectly from the construction of the cement retaining wall
on the,westerly boundary ofthe above described property and the
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southwest corner and the northwest corner of the above described
property. In the event the City of Edmonds is required to defend
itself against any such claims, Dr. B. G. Ostolaza and Joan Ostolaza,
his wite, their heirs, successors and assigns, agree to pay all the
City's costs including a sum as and for reasonable attorneys' fees.
lth� 3. This Release and Indemnification shall be recorded
with e.Snohomish County Auditor, all costs to be paid by owners.
DATED this /1�7%ay qf�Sep
tember, 1979.
9
DIR. B. G. OSTOLAZA
OAkh'OS�TlIt�AZIA�,pis—wif e
STATE OF WASHINGTON
ss.
COUNTY OF SNOHOMISH
On this day personally appeared before me DR. B. G.
OSTOLAZA and JOAN OSTOLAZA, his wife, to me known to be the
individuals described in and who executed the within and foregoing
instrument, and ackn6wledged that they signed the same as their
free and voluntary act and deed, for the uses and purposes therein
mentioned.
GJYEN under
my hand and official seal
this day of
September', 1 9.
7-
e5-
NOTARY PUBLIC in
and ---for the
State of Washingto residin
CA-
a t
44
CL_
Cz,
VOL1594 645
7909170 320
-2-
E"ET-
PIVIC (TT-C!, LIST
L"ILDING PERUT P17"T"'
Strcet Pdplit-oE-11-:aN F;.y is t i n f R1 7f �,T)
it Access Fasements Existinr
:;�: 1
Utility Fascinciit Existin
Lot Per Subdjv.�sjo Plat Assessor 1'31)
Sitc Plan (Iled:cd for Acc-urac-N.
I dc r:,, r oi. I! I d r i I !c (I c
w :,Z: a (I Le k7 if 0,
"atc
"ain !,C,(-:,!ir0d
.-]!!t
Hy(Inint Reriui-red ("Cr hre
A ZC'
110tectnr (]!Cc!, ":ctcr
.7z
Scntic
Rato
scptic penlJ, t pc.(!.'ii.-rod lo m i t "o.
-roJ
Si0c Sm-er j\VIj J,11)4 1 j t,.-
Smlitar�, S*o,�-cr ('07"nection Fee TIC(IIIi.ml
Rlwicw
=Z-777
Culvert p ouired S i. C
0 .0. &.120. Ar-
CItC',i 11,15�ill PC(Mil-00 111(licate oil
on it
d:
CUD 0
roquired 111dicar oil Site
soil Conditions Ground 1,:ater Field (1ccl-.ed
Rcvicv, 1) 171, to Z-:�
1p
Strect 11avill"(" Rc(plim I
-tcr Rcouired
(Yirl) wid C-,,, i L
Sida.7,111, Pco.uircc i
(Iiil) Out for Privc,-,ay RcqUircd-
Pight-of-I.,"ay Construction Pcii,iit Rcc,uircc,
Z-1
Bond 11cquixed for Riblic Improwments'
Strcct Sign 'Requirod
Othcr Signing Penuirod.
i'tc inspcction macic on
Pro Pcrmit S
c
r-4
Scv.-cr
h'ater
Strcct
y
spe-cial PO(:1dTc:,,1cnts hstcd
ill llemo to Building J'�-Prlrtmcnt
Uato
-1
j.�C;11S f-j_l].CCI ill 01, 1,1,,14
L -t
A� .1 Pcrmit Applicati.on
J-7i
c
St"-1ped andt "..'Otatic"Is, �!Iulc
flito
A]-,p3.cx,c(1 by Public 11�partj,.Icnt
February 22, 1972
ME110 TO: Maplewood Street File
F-2,01,i: 'Nilliam J. Nims
Assistant En-ineer of Field
Office
SUBJECT: Complaint by Floyd Hammersla
February 15, 1972, F1017d 'Hammersla called complaining
about the condition of the easement left by Contrattor Russ Johnson
working under side sewer Permit 4071, dated November 24, 1971, for
work at 19918 Maplewood Drive.
I obtained a copy of the permit from Public Works and -field
checked the site. Ne:ft I contacted 11,uss Johnson and advised him to
finish the restoration quork by Wednesday February 23, 1972. The
major work to be completed is filling a 10 Y 15 - 4-foot open hole
located on private property.
VIJN: mj f
U
0
The Clt� of Edmonds
foa, La ANJT -7 eV,� 7
APPLifP110N
StDjE SkWF.it i�ERMIT E I ASEMENT No . ..........................................
NEW. CONSTRUCTION L�.-� REPAIRS
PERMIT NO. ......
OWNER .... 16 ............. ........ ........ ................. COi�;TR�ACTOfi
..... iEGkL-DkSCkIPTION.: LOT No... .2
ADDRESS -4� ........ /�/ ...... BLA)CK No . ............................................
NAMEOPAbDITION/
.................................................... ............ .................................... .........................
x c lay
Approved:
DATE ... ..... By./ly
A
7-
17.
CITY OF EDMONDS SIDE SEWER PERMIT
WATER -SEWER DEPARTMENT
0
PERMITNE
Call 776-1107 for side sewer inspections BEFORE coverin any portion of the construction.)
9
(Inspection will be provided within 24 hours after request. NO Sat., Sun., or holiday Inspections.
ADDRESS L40CATION OF CONSTRUCTION ................... ,.: .......... ........ ........ w ......................................................................................................
PROPERTY LEGAL DESCRIPTION ................ ....................... .....................
.....................................................................................................................
...................................................................................................................................................................................................................
fl.c.
................................................................ 0 ER AND/OR BUILDER ............
.................... : ........................................... ........................................................
CONTRACTOR'S NAME & ADDRESS--"', 0 101wi Ic
.............................................................................................................. : -------------------- **"* ....... ....... ** ......
Pemd9solon Is granted ......... 11-11 onli, I ............... ...... 19.-".,., for repair antl/or coOnection of it side loiewer to the city sanitary sewer
.. ..................... :..
systm in acmilodance with City of Edmonds ordtnancitw.
A—ENTION IS CALLED TO THE FOLLOWING:
No. I —The owners of the property may obtain a permit to construct sewer Inside property line. A licensed Side Sewer Contractor must be employed to construct
side sewer In street area. Do not cover any portion of sewer before it has been inspected.
NOTE No. 2—All work performed In city right-of-way requires an Invasion of lUght-of-Way Permit obtainable 1'rorn the City Engineer's office.
NOTE No. 3—Obtain full Information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
NOTE No. 4—Top of side sewer must have at least 30 Inches coverage at pro)perty line and 12 inches inside property line; minimum grade of 2%. No bends In grade
sharper than I/R will be permitted.
NOTE No. 5--Trenches in street must be'water settled and surface of street re.9t.,red to ()rigln&l conditlon. Contractors shall be responsible for failure due to Improper
work which may develup within one year of completion.
NOTE No. S—It is unlawful to alter ur (to any other work than Is provided for in the permit, or to (if) any work (on the main sewer or Its appurtenances except to In-
sert the pipe Into the wye.
DISAPPROVED Date ....................... ................. By ................ Date .................................... By ................ Date ....................................
BY ................
APPROVEDDate ..... //.: .......... ......... . . ........ By ........ /1 .................................................................
Benurks. .........................................................................................................................................................................................................................
......................... A ....... ................
.......... ..............................................
BO H Pe it COW 8 M ST Signed By Owner of Firm Performing Construction PRIOR To Request For Inspection --
1'. .. ........... ..... ... hereby certify that the side sewer installation constructed under this permit
w e. Y.C. --trac.t.- rm. Perfcrmi
n r o construct
wo a Install in accordance all governing inanc of the City of Edmonds.
Dated .......... day of ... ;_� .......................................... 19-71
V 4 CheK BEFORE you dig for: Water E), Gam Lj, Telephono L], Power 0, Sewer C], Other E]
4r
X
gm;;— ---- — — Aft"aff~ 164&Aoff Q I
00,
-------- APPROVA
cl/ WV�-e--e-A I
ew
DESCRIPTION
,/M m2wlh /7-f 14 /;ce)$ or z0f, Af Ma"
5velmo m.Z111meey, oArAwr,--,Iv-w
5.1146 M-do AV
IL
SURVEYOR'S CERTIFICATE
Date: November 24, 1971
Memo to Director of Maintenance & Operation - Public Works
From: City Engineer
Subject: Sewer Connection Charges
Legal Description: The South 156187t of Tract 28, Puget Sound Machin6 I ry
Depot Five Acre,-; Tracts, LESS the West 3001 thereof.
Commonly known as: 19918
Maplewood Drive
Owner: Dr.
Ostolaza
Z.F.1'. Calculation:
96.6 Z.F.F. x
( $5.50)
531.30
Connection Fee
Lateral x
0100
Lateral Charge
1 Unit x
($ 2�
25-00
Trunk Charge
P
:'10. 00
Permit.
-$
566.30
Total
cc:
osore
7r#P SO u ob -rop t-�5 P, W. rw t >
a
60
110
Ito
10 417 . 3-
Cs AlAlOf r/Os/
/ 5t- , g
. ...................................................... .... . . . .
96f6 x 5,051,30
30
f r4 61
Date:
:.�.-Ano to: Ron Whaley
Assistant Public Works Director
Leif R. Larson
City Engineer
Subject: Sewer Connection Charges
Legal Description:
:�,-,rmonly known as: Owner:
Calculation:
Z.F.F. x $ Connection Fee
Unit x ($ 25.00) $ Trun . k Charge
$ Permit
TOTAL
9
. - - . - - - .. 71 - I'll .
ENGINEERING DRAINAGE REPORT
for
Jenldns Residence
19918 Maplewood Drive
Edmonds, Washington
City of Edmonds File No. S-03-3t!ffflREET FILE
August 2003
Revised: September 2003
SEP 18 2003
PERMly COUNTER
38508,0)
'IST
EXPIRES 8/17/04
Prepared By: Robert L. Long, PE
N = EM ()
E � 0 1 N S e 4 & I a U R V - Y 0 R 3 z
iuzm� �� = = —
Lovell-Sauerland & Associates
19400 33rd Avenue W. Suite 200
Lynnwood, Washington 98036
LSA FILE NO: 4458
ENGINEERING DRAINAGE REPORT
for
Jenldns Residence
19918 Maplewood Drive
Edmonds, Washington
City of Edmonds File No. S-03-349
August 2003
Revised: September 2003
L
qr MI* jz:
,�0508 V
4'G T.1-
GIST
A
YQVIAL
EXPIRES 8/17/04
Prepared By: Robert L. Long, PE
0 =��()
E N 0 1 N E E R 3 1 0 U A V 6 Y 0 R 3 z
�01 = M. -
Lovell-Sauerland & Associates
19400 33rd Avenue W. Suite 200
Lynnwood, Washington 98036
0 r �Ujm
C'
10 .7103
LSA FILE NO: 4458
ENGINEERING DRAINAGE REPORT
for
Jenldns Residence
19918 Maplewood Drive
Edmonds, Washington
City of Edmonds File No. S-03-349
August 2003
Revised: September 2003
0ay �'U
35508 4;)
IST
L
EXPIRES 8/17/04
Prepared By: Robert L. Long, PE
0 =�10
E N 0 1 N E E R 3 1 0 U A V E Y 0 R I
= = z
Lovell-Sauerland & Associates
19400 33rd Avenue W. Suite 200
Lynnwood, Washington 98036
LSA FILE NO: 4458
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INTRODUCTION
This report was prepared to support the building permit application submission to City of
Edmonds for the construction of a single family resident. The primary issues of concern
are to address detention of the on -site storm drainage run-off.
PROJECT DESCRIPTION
Site location. The site is in the NE 1/4 of section 24, Township 27, Range 3, W.M. with
an assigned address of 19918 Maplewood Drive by the City of Edmonds.
Site description. The site consists of a rectangular shaped lot, with an average depth of
about 350 feet and 156 feet wide together with a 16 foot wide panhandle lot which extends
east to Maplewood Drive (for access). The total area of the site is about 1.25 acres
(excluding panhandle lot). The site is a combination of two lots short -plated in 1977.
There is an existing house with a detached garage currently on -site. Topographically the
site is divided by a ridge (highpoint) running north -south approximately 80 feet west of the
east property line. The easterly portion slopes in an east / northeasterly direction. No
construction is proposed on the easterly portion of the site and will be excluded from the
detention calculations. The western portion of the site slopes in a westerly direction an
contains the existing house and garage. The lowest point of the site is the westerly
boundary of the site. From the SCS soils survey for Snohomish County, the designated
soil is Alderwood Urban Complex (sandy gravelly loam).
Proposed project. The current proposal is to construct a single-family resident in the
current location of the existing house. The proposed redevelopment will take place on the
westerly portion of the site, approximately 0.823 acres. The new resident will use the
existing access drive of off Maplewood Drive to the east. A detention vault is proposed to
be installed along the west side of the proposed house (down grade of the proposed
improvements). All of the impervious surfaces from the resident and driveway are
proposed to be collect and detained in the detention vault. The discharge from the
detention vault will be to the existing storm drainage system along 12" Avenue N
approximately 115 feet west of the site. A discharge pipe will be installed within the
existing utility easement of the property near the northwest corner of the site. The existing
roof drain line maybe already connected to a tight -line system that extends to 12'h Avenue
N. If such a line is discovered during construction this line (if in adequate condition) can
be used for the discharge pipe system.
Stormwater detention is proposed to be designed to the City of Edmonds standards. For
a development under one acer (excluding the undeveloped portion of the site) is required
to maintain the predeveloped condition peak runoff rate for the 2-year, 1 0-year, and 100-
Jenkins Residence City of Edmonds
Lovell-Sauerland & Associates LSA File No. 4458
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year, 24 hour design storms (with a minimum control orifice size of 5/8"). WaterWorkST"
was the software used to model the detention calculations. The SCS method was the type
of analysis used for the calculations. The SCS.curve number calculations represent the
pre -developed and post -developed conditions and are attached in the appendix. The
existing site cover is assumed to be meadow/pasture (per City's approval). The following
table is a summary of the detention calculations, the actual input/output data is attached
in the appendix.
Detention Calculation Summary Table:
Recurrence interval:
i 2-Year 1 0-Year 100-Year
Existing runoff 0.05 cfs
0.12 cfs
0.27 cfs
Developed runoff
0.13 cfs
0.21 cfs 0.39 cfs
Design discharge
0.05 cfs
0.12 cfs 0.24 cfs
Design detention storage�
283 cf
415 cf 725 cf
GRADING AND EROSION CONTROL
This project will require grading to construct the proposed driveway and utilities, including
the storm detention system. Standard erosion control measures are proposed to be used
during construction. The primary erosion and sediment control BMP during construction
will be proper soil stabilization methods. Exposed soils shall be stabilized by application
of effective bmp's that protect the soil from the erosive forces of raindrops, flowing water,
and wind. Applicable practices include, but not limited to, temporary and permanent
seeding, sodding, mulching, plastic covering, erosion control fabrics, matting, soil
application of polyacrylamide (pam) , the early application of gravel base on areas to be
paved, and dust control. The contractor shall select a soil stabilization method best suited
for the particular situation. Stock piles must be stabilized and protected with sediment
trapping measures. In addition, site containment of exposed soils shall be sustained by
using silt fence barriers along the down -slope boundaries of the site's disturbance areas.
See the site development plan for details.
Estimated grading calculations: The following grading quantity estimations were
calculated using a computer modeling program within the AutoCAD computer drawing.
The calculations are approximate. The quantities listed are for the permitting process only
and should not be considered precise amounts for bidding purposes. The estimated
grading quantities are:
Approximate Cut: 480 CY
Approximate Fill: 425 CY
Jenkins Residence City of Edmonds
Lovell-Sauerland & Associates LSA File No. 4458
Conclusion: Included in the site development construction plans are detail grading and
drainage improvement details. With proper installation, maintenance and inspections of
the proposed construction the project should have minimal impact to the environment.
ATTACHMENTS
A. SITE PLAN MAP
B. PARCEL (VICINITY) MAP
C. DETENTION CALCULATION INPUT/OUTPUT DATA (4 PAGES)
D. GRADING CALCULATIONS (8 PAGES)
Jenkins Residence City of Edmonds
Lovell-Saueriand & Associates LSA File No. 4458
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PROXCT DATA BASIS Of BEARINGS
BENCHMARK
U07ES
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
STE DEVELOPMENT PLAN
FOR
JENKINS RESIDENCE
IN NE 1/4, NE 1/4 OF SECTION 24.T.27 N..R.3 E.,W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY. WASHINGTON
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Parcel (Vicinity) Map
Jenkins Residence City of Edmonds
Lovell-Sauerland & Associates LSA File No. 4458
Jenkins Residence
LEVEL POOL TABLE SUMMARY:
OUTFLOW AFTER DETENTION
MATCH INFLOW -STO- -DIS- <-PEAK-> OUTFLOWSTORAGE
<-DESCRIPTION- (cfsI (cfs) -id- -id- -STAGE> id (cfsl VOL 1cf)
Y\
2YEAR ....................
10YFAR ..................
IDOYEAR.. .. . .
STAGE
FLOW RATE
2 YEAR ... 9606
0.05 cfs
1 0 YEAR. 9679
0. 12 cfs
100 YEAR 98 . 50
0.24 CfS
BASIN SUMMARY:
BASIN ID: E002 NAME: EXISTING 2 YEAR
SCS METHODOLOGY
TOTALAREA.....- 0.82Acres BASEFLOWS: 0.00cfs
RAINFALLTYPE TYPElA PERV IMP
PRECIPITATION 150inches AREA - 08lAcres OOlAcres
TIME INTERVAL 10 00 min CN 8500 9800
TC 24.36 min 2 -mi n
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 130.00 ns:0.1500 p2yr: 1.50 s:0.0200
TcReach - Sheet L- 95 00 ns:O 1500 p2yr: 1.50 s:0.1200
impTcReach - Sheet L: 130.00 ns:O. 1500 p2yr: 1.50 s:0.0200
impTcReach - Sheet L: 95.00 ns:0.1500 p2yr 1.50 s:0.11200
PEAK RATE: 0.05 cfs VOL: 0.03 Ac-ft TIME: 510 min
BASIN ID: E010 NAME: EXISTING 10 YEAR
SCS METHODOLOGY
TOTALAREA. . - 082Acres BASEFLOWS- 000cfs
RAINFALLTYPE TYPElA PERV IMP
PRECIPITATION. 200inches AREA..: 0.8lAcres O.OlAcres
TIME INTERVAL 10.00min CN 8500 98.00
TC - 24 36 min � min
ABSTRACTION COEFF: 0.20
TcReach -Sheet L: 130.00 ns:0.1 500 p2yr. 1.50 s:0.0200
TcReach - Sheet L 95.00 ns:0.1500 p2yr. 1.50 s:0.1200
impTcReach - Sheet L 130.00 ns:0.1500 p2yr: 1.50 s:0.0200
impTcReach -Sheet L 95.00 ns:O. 1500 p2yr. 1.50 s:O. 1200
PEAKRATE: 0.12cls VOL: 0.05Ac-ft-TIME: 510min
BASIN ID: E100 NAME: EXISTING 100 YEAR
SCS METHODOLOGY
TOTAL AREA 0.82 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE TYPEIA PERV IMP
PRECIPITATION 3.00inches AREA.: 0.8lAcres O.OlAcres
TIME INTERVAL...: 10.00min Chl 85"M_ 98 00
TC : 24.36 min 24.36 min
ABSTRACTION COEFF: 0.20
TcReach -Sheet L: 130.00 ns:O. 1500 p2yr: 1.50 s:0.0200
TcReach - Sheet L: 95.00 ns:0.1500 p2yr: 1.50 s:0.1200
impTcReach - Sheet L 130.00 ns:0.1500 p2yr. 1.50 s-0.0200
impTcReach - Sheet L: 95.00 ns:0.1500 p2yr: 1.50 s:0.1200
PEAK RATE: 0.27 cfs VOL: 0.11 Ac-ft TIME: 510 min
0.05 0.13 V11 Cl 96.06 1 0.05 283.19cf
0.12 0.21 Vl Cl 96.79 2 0.12 -41JEUL
0.27 0 39 Vl Cl 98 50 3 0.2< 725 83 cf-)
LSA No.4458
BASIN ID: D002 NAME: DEVELOPED 2 YEAR
SCS METHODOLOGY
TOTAL AREA 0.82Acres BASEFLOWS- 0.00cfs
RAINFALL TYPE TYPEIA PERV IMP
PRECIPITATION-: 1.50inches AREA.- 054Acres 0.29Acres
TIME INTERVAL 10.00 min CN 86 OT- 98 00
TC : 10.00min 10.00min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 80.00 ns:0.4000 p2yr. 1.50 s:0.3000
TcReach -Sheet L: 130.00 ns-0.4000 p2yr 1.50 s-0. 1000
PEAKRATE: 0.13cfs-YOL: 0.05Ac-ftTIME: 500min
BASIN ID: 0010 NAME: DEVELOPED 10 YEAR
SCS METHODOLOGY
TOTAL AREA 0.82Acres BASEFLOWS: 0.130ds
RAINFALL TYPE TYPEIA PERV IMP
PRECIPITATION 2.00inches AREA..: 0.54Acres 0.29Acres
TIMEINTERVAL..- 1000min CN. - 8600 98.00
TC - 10.00min 10.00min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L 80.00 ns:0.4000 p2yr 1.50 s:0.3000
TcReach -Sheet L 130.00 ns:0.4000 p2yr 1.50 s:O. 1000
PEAK RATE: 0.21 cfs VOL: 0.08 Ac-ft TIME: 500 min
BASIN ID: 13100 NAME: DEVELOPED 100 YEAR
SCS METHODOLOGY
TOTALAREA 0.82 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE TYPElA PERV IMP
PRECIPITATION 3 00 inches AREA - 0.54 Acres 0 29 Acres -
TIMEINTERVAL 1000min CN , 86.00 98.00
TC : 10.00min 10.00min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L 80.00 ns-0 4000 p2yr 150 s-0.3000
TcReach - Sheet L: 130.00 ns:0.4000 p2yr: 1.50 s:0.1000 -
PEAK RATE: 0.39 cfs VOL: 0. 14 Ac-ft TIME: 500 min
Jenkins Residence
Lovell-Sauerland & Associates
City of Edmonds
LSA File No. 4458
. C, I
I
I
I
I
Jenkins Residence LSA No. 4458
LEVEL POOL TABLE SUMMARY:
IOUTFLOW AFTER DETENTION
MATCH INFLOW -STO- -DIS- <-PEAK-> OUTFLOWSTORAGE
<-DESCRIPTION- (cfs) (cfs) -id- -id- -STAGE> id (cfs) VOL (cQ
-------- - ----------------------------------
2 YEAR . . .. . ......... 0.05 0.13 VI Cl 96.06 1 0.05 283.19cf
10 YEAR ...................... 0.12 0.21 Vl Cl 96.79 2 0.12 415.66cf
100YEAR ..................... 0.27 0.39 Vl Cl 98.50 3 0.24 725.83 d
STAGE
FLOW RATE
2 YEAR.. 96.06
0.05 cfs
1 0 YEAR 96.79
0.12 cfs
100 YEAR.. . 98.50
0.24 CfS
I
I
11
I
I
I
I
I
I
I
I
BASIN SUMMARY:
BASIN ID: E002 NAME: EXISTING 2 YEAR
SCS METHODOLOGY
TOTAL AREA 0.82 Acres BASEFLOWS: 0.00 cis
RAINFALL TYPE TYPElA PERV IMP
PRECIPITATION 150 inches AREA.: 0.81 Acres 0 01 Acres
TIME INTERVAL 1000min CN..- a5OO 98.00
TC - 2436min 2436min
ABSTRACTION COEFF: 0.20
TcReach-Sheet L:130.00ns:O.l5OOp2yr.1.50s:0.0200
TcReach-Sheet L 95.00ns:0.l500p2yrl.50s:0.1200
impTcReach- Sheet L:130.00ns:O.l5OOp2jr.1.50s:0.0200
impTcReach - Sheet L 95.00 ns:O. 1500 p2yr. 1.50 s:O. 1200
PEAK RATE: 0.05 cfs VOL: 0.03 Ac-ft TIME: 510 min
BASIN ID: E010 NAME: EXISTING 10 YEAR
SCS METHODOLOGY
TOTAL AREA. 082Acres BASEFLOWS: 0.00cfs
RAINFALLTYPE. TYPElA PERV IMP
PRECIPITATION 2.00inches AREA..- 08IAcres OOlAcres
TIME INTERVAL 10.00min CN 85.00 98.00
TC : 24.36min 24.36min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 130.00 ns:0.1500 p2yr 1.50 s:0.0200
TcReach - Sheet L: 95.00 ns:O. 1500 p2yr. 1.50 s:O. 1200
impTcReach - Sheet L: 130.00 ns:0.1500 p2yr 1.50 s:0.0200
impTcReach - Sheet L: 95.00 ns:O. 1500 p2yr. 1.50 0. 1200
PEAK RATE: 0. 12 cfs VOL 0.05 Ac-ft TIME: 510 min
BASIN ID: E100 NAME: EXISTING 100 YEAR
SCS METHODOLOGY
TOTAL AREA. 082Acres BASEFLOWS: 0.00cfs
RAINFALL TYPE TYPElA PERV IMP
PRECIPITATION 3.00inches AREA..: O.BlAcres 0.0lAcres;
TIME INTERVAL 10.00 min CN 85.00 98.00
TC : 24.36 min 24.36 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 130.00 ns:O. 1500 p2yr. 1.50 s:0.0200
TcReach - Sheet L: 95.DO ns:0.1500 p2yr 1.50 s:0.1200
impTcReach- Sheet L.130.00ns:O.l5OOp2yr.1.50s:0.0200
impTcReach -Sheet L:95.00ns:O.l5OOp2yrl.50s:0.12DO
PEAKRATE: 0.27cfsVOL: O.IlAc-ftTIME: 510min
BASIN ID: D002 NAME: DEVELOPED 2 YEAR
SCS METHODOLOGY
TOTAL AREA 0.82 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE TYPElA PERV IMP
PRECIPITATION 1 50inches AREA - 0.54Acres 0.29Acres
TIME INTERVAL 10.00 min CN 86.00 98.00
TC - 10.00min 10.00min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 80.00 ns:0.4000 p2yr: 1.50 s:0.3000
TcReach -Sheet L 130.00 ns:0.4000 p2yr 1.50 s:O. 1000
PEAK RATE: 0.13 cfs VOL: 0.05 Ac-ft TIME: 500 min
BASIN ID: D010 NAME: DEVELOPED 10 YEAR
SCS METHODOLOGY
TOTALAREA. 0.82Acres BASEFLOWS: 0.00cfs
RAINFALL TYPE TYPEIA PERV IMP
PRECIPITATION. 2.00inches AREA..: 0.54Acres 0.29Acres
TIME INTERVAL 10.00min CN 86.00 98.00
TC. - 1000min 10.00min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L 80.00 ns:0.4000 p2yr: 1.50 s:0.3000
TcReach - Sheet L 130.00 ns:0.4000 p2yr: 1.50 s:0.1000
PEAK RATE: 0.21 cfs VOL 0.08 Ac-ft TIME: 500 min
BASIN ID: D100 NAME: DEVELOPED 100 YEAR
SCS METHODOLOGY
TOTALAREA 0.82 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE TYPEiA PERV IMP
PRECIPITATION 3.00inches AREA..: 0.54Acres 0.29Acres
TIMEINTERVAL 1000min CN. : 86.00 9800
TC : 10.00min 10.00min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 80.00 ns:0.4000 p2yr: 1.50 s:0.3000
TcReach -Sheet L: 130.00 ns:0.4000 p2yr: 1.50 s:O. 1000
PEAK RATE: 0.39 cfs VOL: 0.14 Ac-ft TIME. 500 min
Jenkins Residence City of Edmonds
Lovell-Sauerland & Associates LSA File No. 4458
I
JENKINS RESIDENCE
SCS Weighted average curve number calculations
LSA No. 4458 Aug.2003
SCS Hydrologic Soils type:--> c Total
S.f Ac.
Total Site Area 54,685 1.255
Non -developed Area 18,830 0.432
Collection Area 35,855 0.823
Existing conditions (areas in square feet)
Assumptions:
Undisturbed forest land
Second growth forest
Meadow or pasture
Grass, > 75% coverage
Grass, > 50% coverage
Impervious - Ex. Asphalt Driveway to remian
Total Weighted CN for each basin:
Collected
CN:
76 -
81
85 35,355
86 -
90 -
98 500
85.2
Pervious:
Area, acres:
0.812
Percent pervious area:
98.9%
Weighted CN:
85.0
Impervious:
Area, acres:
0.011
Percent impervious area:
1.4%
Future conditions
Total AC:
0.823
Total sf:
35.855
Assumptions:
CN:
Undisturbed forest land
76
-
Second growth forest
81
Meadow or pasture
85
-
Grass, > 75% coverage
86
23,415
Grass, > 50% coverage
90
-
Impervious Calculation
98
Total
12,440
House and Garage
5,740
Driveway
5,100
Deck, patio, and walk
1,600
Total Weighted CN:
90.2
Pervious:
Area, acres:
0.537
Percent pervious area:
65.3%
Weighted CN:
86.0
Impervious:
Area, acres:
0.286
Percent impervious area:
34.7%
Weighted CN:
98.0
for soils type:-->
3
1
3
4
Undisturbed forest lar
1
42
76
81
Second growth forest
2
55
81
86 A 1
Meadow or pasture
3
65
85
89 B 2
Grass, > 75% covera!
4
68
86
90 C 3
Dirt roads and parkin(
5
72
87
89 D 4
Gravel roads and pad
6
76
89
91
Grass, > 50% covera,
Orchard with crop cox
7
8
77
81
90
92
92
94
Cultivated land
9
86
94
95
Impervious
10
98
98
98
Open water
11
100
100
100
Jenkins Residence City of Edmonds
Lovell-Sauerland & Associates LSA File No. 4458
& 01
STAGE STORAGE TABLE:
RECTANGULAR VAULT
fl) No. VI
Description: VAULT
Length: 32.00 ft. Width:
6.00 ft. voids: 0.945
STAGE -STORAGE-> STAGE -STORAGE-> STAGE <-STORAGE-> STAGE -STORAGE->
(ft) --cf- -Ac-Ft- (ft)
-d- -Ac-Ft- (ft) -d- -Ac-Ft- (ft) -d- -Ac-Ft-
94.50 0.0000 0.0000
95.60 199.58 0.0046
96.70 399.17 0.0092
97.80 598.75 0.0137
94.60 18.144 0.0004
95.70 217.73 0.0050
96.80 417.31 0.0096
97.90 616.90 0.0142
94.70 36.288 0.0008
95.80 235.87 0.0054
96.90 435.46 0.0100
98.00 635.04 0.0146
94.80 54.432 0.0012
95.90 254.02 0.0058
97.00 453.60 0.0104
98.10 653.18 0.0150
94.90 72.576 0.0017
96.00 272.16 0.0062
97.10 471.74 0.0108
98.20 671.33 0.0154
95.00 90.720 0.0021
96.10 290.30 0.0067
97.20 489.89 0.0112
98.30 689.47 0.0158
95.10 108.86 0.0025
96.20 308.45 0.0071
97.30 508.03 0.0117
98.40 707.62 0.0162
95.20 127.01 0.0029
96.30 326.59 0.0075
97.40 526.18 0.0121
98.50 725.76 0.0167
95.30 145.15 0.0033
96.40 344.74 0.0079
97.50 544.32 0.0125
98.50 725.76 0.0167
95.40 163.30 0.0037
96.50 362.88 0.0083
97.60 562.46 0.0129
95.50 181.44 0.0042
96.60 381.02 0.0087
97.70 580.61 0.0133
Jenkins Residence City of Edmonds
Lovell-Sauerland & Associates LSA File No. 4458
-C-3
STAGE DISCHARGE TABLE:
COMBINATION DISCHARGE ID, No. Cl
Description: CONTROL STRUCTURE
Structure: 01 Structure:
Structure: Rl Structure:
STAGE -DISCHARGE- STAGE <-DISCHARGE- STAGE -DISCHARGE- STAGE <-DISCHARGE->
(ft) --cfs- -
(III --d'_ - (ft) --cfs- - (III --cfs- -
------------------
94.50 0.0000
96.40 0.0584
98.30 0.2283
100.20 1.5428
94.60 0.0134
96.50 0.0600
98.40 0.2334
100.30 1.5822
94.70 0.0190
96.60 0.0958
98.50 0.23a3
100.40 1.6206
94.80 0.0232
96.70 0.1114
98.60 0.5422
100.50 1.6581
94.90 0.0268
96.80 0.1238
98.70 0.6707
100.60 1.6947
95.00 0.0300
96.90 0.1343
98.80 07704
100.70 1.7304
95.10 0.0328
97.00 0.1438
98.90 0.8551
100.80 1.7654
95.20 0.0355
97.10 0.1525
99.00 0.9301
100.90 1.7997
95.30 0.0379
97.20 0.1605
99.10 0.9984
101.00 1.8333
95.40 0.0402
97.30 0.1680
99.20 1.0613
101.10 1.8663
95.50 0.0424
97.40 0.1752
99.30 1.1202
101.20 1.8987
95.60 0.0445
97.50 0.1820
99.40 1.1757
101.30 1.9305
95.70 0.0464
97.60 0.1885
99.50 1.2283
101.40 1.9618
95.80 0.0483
97.70 0.1948
99.60 1.2785
101.50 1.9926
95.90 0.0502
97.80 0.2008
99.70 1.3266
101.60 2.0228
96.00 0.0519
97.90 0.2066
99.80 1.3728
101.70 2.0527
96.10 0.0536
98.00 0.2123
99.90 1.4174
101.80 2.0820
96.20 0.0553
98.10 0.2178
100.00 1.4605
101.90 2.1110
96.30 0.0569
98.20 0.2231
100.10 1.5023
102.00 2.1396
MULTIPLE ORIFICE
ID No. 01
Description: CONTROL STRUCTURE
Outlet Elev: 94.50
Elev: 94.50 It Orifice Diameter. 1.2500 in.
Elev: 96.50 It Orifice 2 Diameter. ZODOO in.
STAGE -DISCHARGE- STAGE -DISCHARGE- STAGE -DISCHARGE- STAGE <-DISCHARGE->
(III --cfs- --
(ft) --- cfs- - (ft) --cfs- - (ft) --cfs-
94.50 0.0000
95.80 0.0483
97.10 0.1525
98.40 0.2334
94.60 0.0134
95.90 0.0502
97.20 0.1605
98.50 0.2383
94.70 0.0190
96.0D 0.0519
97.30 0.1680
98.60 0.2432
94.80 0.0232
96.10 0.0536
97.40 0.1752
98.70 0.2479
94.90 0.0268
96.20 0.0553
97.50 0.1820
98.80 0.2525
95.00 0.0300
96.30 0.0569
97.60 0.1885
98.90 0.2571
95.10 0.0328
96.40 0.0584
97.70 0.1948
99.00 0.2616
95.20 0.0355
96.50 0.0600
97.80 0.2008
99.10 0.2660
95.30 0.0379
96.60 0.0958
97.90 0.2066
99.20 0.2703
95.40 0.0402
96.70 OA114
98.00 0.2123
99.30 0.2745
95.50 0.0424
96.80 0.1238
98.10 0.2178
99.40 0.2787
95.60 0.0445
96.90 0.1343
98.20 0.2231
99.50 0.2828
95.70 0.0464
97.00 0.1438
98.30 0.2283
RISER DISCHARGE ID No. RI
Description: RISER
Riser Diameter (in): 6.00 elev: 98.50 It
Weir Coefficient 9.739 height 99.50 It
Orif Coefficient 3.782 increm: 0.10 It
STAGE -DISCHARGE- STAGE -DISCHARGE- STAGE <-DISCHARGE-> STAGE <-DISCHARGE->
(ft) --cfs- - (ft) -cfs-- - (ft) --cfs- - (ft) --cfs- -
------------------
98.50 0.0000 98.80 0.5179 99.20 0.7911 99.50 0.9455
98.50 0.0000 98.90 0.5980 99.30 0.8457
98.60 0.2990 99.00 0.6686 99.40 0.8970
98.70 0.4228 99.10 0.7324 99.50 0.9455
Jenkins Residence City of Edmonds
Lovell-Sauerland & Associates LSA File No. 4458 C.q
CUT AND FILL WORKSHEET
Jenkins Residence
Cut Area
Fill Area
Volume of
Volume of
Section
Separation
at Elev.
at Elev.
Cut, CF
Fill, CF
0+00
0
0
0
0
0
0+20
20
0
191.3
0
1,913
0+45
25
78.8
63.9
985
3,190
0+75
30
219
8.5
4,467
1,086
0+90
15
101.8
73.8
2,406
617
1+35
45
112.3
119.9
4,817
4.358
1+40
5
0
0
281
300
12,956
11,464
Aug.2003
LSA No.4458
Volume of Volume of
Cut, CY Fill, CY
0
0
0
71
36
118
165
40
89
23
178
161
10
11
480 425
Jenkins Residence City of Edmonds
Lovell-Sauedand & Associates LSA File No. 4458
I mRo
RORONAWT
0 6 "NNF PROP. LIN;
P7
A� NECESSARY
1+
A
1+35
-77- -
V
(RELOCATE)
EX. EDGE OF
A.-
ASPHALT
4
Fl
A
RST FLOOR
BOTTOM
OF FOOTING
ELEV=99.90
0+90
0+90
0+75\
s"—EX. BUILDING
TO BE REMOVED
0+75
0
0
0
EfOTTOM 00' FOOTI
ELEV=110.0.0
COPICRIfTE
Q-k5
TO BE' REMOVED
0+45
0+20
0+20
EX. BUILDING
EX.
EDGE OF ASPHALT
108
0 BE REMOVED
LT_
TO BE REMOVED
V?C\
X_
_x X_x x t
x
X_
700
174
70
sEcerflows AAP
115.00 .................................................................................................................................................... .
110.00 . ..........
105.00 : ..........
100.00 ..........
................ ................ ............................
--------------
DATUM ELEV ...............
............. : ................ * ................ ..: ............................... ...
95.00 40.00 80.00 120.00 160-00
GROUP Clulck Section
SECTION 0-20
m m m m m m m m m m m m m m m m m m m
115.00 . ...........
110.00 . ...........
105.00 : ...........
100.00 ..........
DATUM ELEV
............. .......................................
.............................................. : ................ : ...............
95.00 120.00 160.00
GROUP QLdck Section 40.00 80.00
SECT113N 0-45
115.00 - ..-.
110.00 - ...
105.00 : ...
100.00
DATUM ELEV -
95.00
GRMJP Wck Sectlon 40.00 80.00 120.00 160.00
SECTION 0+75
., -- I
115.00. -
110.00.
105.00 : -
100.00
DATUMELEV . ............................. ................................. : ................................................................................. .
95.00
GRMP QA--k Sectlon 40.00 80.00 120.00 160.00
SECTION 0-90
mmm mm�
115.00. ..
mlxsll�
105.00 : ..
100.00;
DATUM ELEV -
95.00
GRMP QAck Sectlon 40.00 80.00 120.00 160.00
SECT113N 1-35
41- 1 -r. 7. : �
I
(Joins inset C, sheet 34) R. 3 E.
KING COUNTY 162- CCO F; ET
Soils Map
S i -r F.
Jenkins Residence
Lovell-Sauerland & Associates
City of Edmonds
LSA File No. 4458 ' D-8
ST
IN NE 1/4, NE 1/4 OF SECTION 24,T.27 N.,R.3 E.,W.M.
WAGNER'S ADOMON
VOL. 249 PG. 94
ON —SITE T.B.M. (EL.=110.77)
40—D NAIL IN SOUTH SIDE OF UTILITY
NORTH LINE ESTABLISHED PER THE PLAT OF
POLE, 0.10' ABO . VE GROUND LEVEL WAGNER'S ADDITON
0
SCALE : ltt=20*
lrom"Now" I
ol 20' 40'
N
EX. 4" DIA. IRON PIPE FILLED WITH
CONCRETE AND MARKED WITH
INVERTED NAIL;
S 43*01'03" W, 0.72' FROM CALC.
POSITION
\'—EX. 10' LITILITY EASEMENT----,,,\, N 89*34'28" W (WA) 473.43' (WA),(M) -4 8" CONC. RETAINING WALL
0
0
9,3\
X_ 347.55'
X—X—X—x—x—x
125.88' —47.50' u 120.0
S. FACE OF CONC WALL
0.6'(N) OF PROP. LINE _0
0— 110.33
T_ — — — — — — — — — — 16' P.U.D. EASEMENT
A.F7W 77b9MGT55_
ACCESS & UTILITY EASEMENT
A.F.N 7708230178
/—EX. WATER SERMCE APPROX. LOCATION
61.66'
J.
102.2* J,
A,)/
L7
Ei Al WI BRASS
cp IS
WASHER STA�D
EAST LINE, WEST 300 FEET, I/ :.:: �l _j //
0
TRACT 28 22688";
S 72'54'07"
W, 6.39-
I%N.
L FROM CALC. POS
18.0 116—
A
N 89:3� 28 W
oq
4
A'.
Lo
A
if .
T
TRACT28
25' SETBACK
IT
LLI
lb
0 'Oft
0 41
20 0 PARCE4
00
aq Imp Ilml
lot, cp 111811 1
Z 25' SETBACK
gt
0 c
06'\
_96,\ 105?0 COVERED OUTSIDE
UVING AREA
L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — --
125.00'
X_x 71 z
X—X-, "x _x_ x
\ 'oz _'108 349.56' \N,3
�b ^00i
46 700 /0" 170,
N 89-34'28" W (MWV 1) 474.56' 1130
474.39'(MWV 1) 03 (51
EX. 1/2" REBAR WITH ----/
SOUTH LINE ESTABLISHED PER THE PLAT OF CAP STAMPED "LS 8566";
MAPLEWOOD VILLAGE NO. 1 S 63*06'28" W. 0.41'
FROM CALC. POSITION.
17 14
MAPLEWOOD VOLLAGE NO. I
VOL. 209 PG. 8"7
HEIGHT CALCULATIONS: 0
ELEVATION A:
110.33
ELEVATION 8:
109.25
ELEVATION C:
105.90
ELEVATION D:
102.20
TOTAL:
427.68
AVERAGE:
1 C6.92
ALLOWABLE: (AVERAGE +25 FT.)
131.92
ACTUAL:
131.50
pli
0
0
(A
cli
cn
ci
"IV
41
0
LEGEND
EXISTING MONUMENT AS DESCRIBED
CA PIERS ST
SET 1/2" X 24" REBAR & CAP
STAMPED "LSA 22969"
X
C.B.
CATCH BASIN INLET
V
cu
@MH
STORM BASIN MANHOLE
SEWER MANHOLE
13
'Co
SEWER CLEANOUT
MAIN
3T
WATER VALVE
T
eM
WATER METER
YOST
MEMORIAL
PARK
JCIH
FIRE HYDRANT
>
>
IRRAGATION CONTROL VALVE
W
m
I
GV
GAS VALVE
z
0
m
ix
>
-0-UP
UTILITY POLE
cv)
m
tn
GUY ANCHOR
w
TB
TELEPHONE BOX (VAULT)
fli
TP
L
TELEPHONE PEDESTAL
IaMB
MAIL BOX
0_�
STREET LIGHT STANDARD
_SD_
STORM DRAINAGE LINE
_SS_
SEWER LINE
— w —
WATER LINE
(MWV 1)
COURSE OR DISTANCE PER THE PLAT OF
VICINITY
MAP
MAPLEWOOD VILLAGE NO. 1, VOL. 20, PG. 86
N.T.S.
(WA)
COURSE OR DISTANCE PER THE PLAT OF
WAGNER'S ADDITION, VOL. 24, PG. 94
(M)
COURSE OR DISTANCE MEASURED PER THIS
SURVEY
L
PARCEL "Bol
PROJECT DATA
SITE ADDRESS
19918 MAPLEWOOD DR IVE
EDMONDS, WA 98020
TAX PARCEL NUMBER
00 5489 000 028 04
17 APPLICANT /OWNE
TIMOTHY & CHRISTINA JENKINS
SURVEY 19918 MAPLEWOOD DRIVE
A.F.NO. 199911155001 EDMONDS, WA 98020
PROJECT CONTACT:
DESIGN WORKS CONSTRUCTION
BRUCE O'NEILL
17515—A 52ND AVENUE W.
LYNNWOOD, WA 98037
TELEPHONE : (425)742-9011
ENGINEER,ZSURVEYOR
LOVELL— SAU ERLAN D & ASSOCIATES, INC.
19400 33RD AVENUE W., SUITE 200
LYNNWOOD, WA 98036
TELEPHONE: (425)775-1591
PROJECT CONTACT. ROBERT L. LONG
ROBL@LSAENGINEERING.COM
m
LEGAL DESCRIPTION
PARCEL "A"
THE SOUTH 156.87 FEET OF TRACT 28, PUGET SOUND
MACHINERY DEPOT FIVE ACRE TRACTS, ACCORDING TO THE
PLAT THEREOF, RECORDED IN VOLUME 5 OF PLATS, PAGE 47,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
EXCEPT THE WESTERLY 300 FEET THEREOF.
PARCEL "B"
THE NORTH 16 FEET OF TRACT 17, PLAT OF MAPLEWOOD HILLS,
ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10
OF PLATS, PAGE 121, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS, AND RESERVATIONS OF
RECORD.
BASIS OF BEARINGS
N 00'10'53" W AS MEASURED ALONG THE MONUMENTED
CENTER LINE OF 12th AVENUE PER THE PLAT OF WAGNER'S
ADDITION, FILED UNDER VOL. 24, PG. 94 OF PLATS, RECORDS
OF -SNOHOMISH -COUNTY, WA.
BENCHMARK
/-6 BENCHMARK: (ELEV.=124.25)
Nv N.E. CATCH BASIN RIM ALONG WEST SIDE OF MAPLEWOOD
DRIVE APPROXIMATELY 70 FEET NORTH OR 200TH STREET SW.
DATUM: ASSUMED
jh ON —SITE BENCHMARK: (ELEV.=110.77)
NV SET 40—D NAIL, SOUTH SIDE OF U111LITY POLE LOCATED AT
NORTH PROPERTY LINE APPROXIMATELY 20 FEET NORTH OF
EXISTIING RESIDENCE.
DATUM: ASSUMED
NOTES
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON ARE
APPROXIMATE ONLY AND DO NOT REFLECT THE LOCATION OF
ALL UTILITIES ON OR IN THE VICINITY OF THE SUBJECT
PROPERTY. THE OWNER SHOULD CONTACT ALL UTILITY
PURVEYORS IN THE AREA TO ASCERTAIN THE LOCATION AND
DEPTH OF ALL UTILITIES.
APPROVED BY PLANNING
S I r,
PLAN
PERMITCOUNTER
FOR
. . JENKINS RESIDENCE
IN NE 1/4, NE 1/4 OF SECTION .24,T.27 N.,R.3 E.,W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
L L
FILE
RIGHT-OF-WAY CONSTRUCTION PERMIT
AND INSPECTION REQUIRED
tj� 5�5 W6 -To s9- V-90ACet> -To
WATER & SEWER
INSPECTIONS REQ'D.
CALL 425-771-0220 EXT. 1326
IN NE 1/4, NE 1/4 OF SECTION 24,T.27 N.,R.3 E.,W.M.
N07L
SCALE : V=20p
01
20' 4
N
EX. 4" DIA. IRON PIPE FILLED WITH
CONCRETE AND MARKED WITH
INVERTED NAIL;
S 43'01'03" W, 0.72' FROM CALC.
POSITION
tALt5rf MV ---
"g,r( CA-�q SDCO #3
TOP= 98.2 TOP= 110.3 NORTH LINE ESTABLISHED PER THE PLAT OF
IE=94.15 WAGNER'S ADDITON
IE=107.0
\�-Ek 10' UTILITY EASEMENT----,,, (0 N 89-34-28" W (WA) 473,43' (WA),(M) -0 8" CONC. RETAINING WALL
SS - _N - 0 0
0 0 0 IQ
gp\ 1700,
_.i� 347.55'
X_ x X-X-X-x
T125;60PVC 0 1-.0% -MIN )(�_A
125.i8' 4�.50"�'\
TIGHTLINE TO EXISTING CITY�� x
I EX. _F�OCKERY-_ b S. FACE OF CONC. WALL EX ASPHALT 120.02'
120WV.*��CB ALONG 12TH AVE N. RE -CONSTRUCT 0.6'(N) OF PROP. LINE 0 TO' REMAIN
.-7�
CB #2 b- AVECESSARY 19 110.33 �2 16-P.U.D.EASEM T
-A KIT 77-09M(M - - - - - - -
4�F
PNJ ACCESS & UTILITY EA MENT
VAULT ACCESS V A.F. SE
W____.6_NW77082-3O1 �_W__4-EX. W�'[ER SER\(1% APPROX. LOCATION
(CONTROL STRUCTURE) W
mw -A LltO ae
p t, 40 ell
-TH BRASS
102.20 & EX. NAIL WI
PRARY/ C� -1/4--__
CO T UCTfON CP
EAST LINE, WEST 300 FEET, S PX WASHE STZ��D "LS
[C.V
ENTRANCk 22688";
TRACT 28 0 S 72*54'07"
W, 6.39
FROM CALC. POSI%N.
18.00:::�
DGE OA z
EX. E
ASPHALT N 89:34'28 W
OWNER/CONTRACTOR '4 x
K SRESPONSIBLE RDI CB #
co FIRST FLOOR A 4
........... A J
BOTTO TOP=
'ONTROL AND DAMAGE M OF FO TING . .. #
FOR EROSION G 110.0
IE=108.00
ELEV=99.90
A
4A
C13 #2A
VAULT ACCESS
\�-EX. BUILDING
TO BE REMOVED
TRACT26
NEW CON5RETEIDRIVEWAY
CALL FOR DRIV4WAY INSPECTION
(SLOPE CAECK)IPRIOR TO PAVING.
25' ETBACK
LLJ
1 0 0 GARAGE J
PARCE4 "A"
BOTTOM OF FOOTING
. . I I
04
00 ELEV=110.00
p
0 4.* d
Cl\
10
z 25' SETBACK
X. CONCRE
TO-BLZ-RLM
OY�D,
4r ROCK Y
(TYP.
CA #5
4- TOP- 110.5
IE-@8 70
A A:.
ACCEPTABLE TIGHTLINE
MATERIAL ION CONTRO
FENCE (TYP.)
SDR 35 41,
SCH 40 _96-\ 1 1 1 105?0 \1 COVERED OUTSIDE \--EX. BUILDING EX. EDGE OF ASPHALT
LIVING AREA TO BE REMOVED TO BE REMOVED
N - 12
F810 HANCOR 1_1 L -
ICV09 IC\V
125.00'
X_
X_
\,700 70 -108 349.56' NNO
7
0,
N 89*34'28" W (MWV 1) 474.56'
474.39'(MWV 1) CP
FOOTING DRAINS NOT EX. 1/2" REBAR WITH
TO BE TIED INTO SOUTH LINE ESTABLISHED PER THE PLXT OF CAP STAMPED "LS 8566";
MAPLEWOOD VILLAGE NO. 1 S 63*06'28" W, 0.41'
DETENTION SYSTEM FROM CALC. POSITION.
C0tj-(*6-j
To \j1aLkr-\4 -lite, CDV-, Tdv-
e -Tt) W4POOTY
fV_&A MK43
WATER AND SEWER INSPECTIONS REQUIRED.
CALL (425) 771-0220 EXT.1326
0 ir 1
ON -SITE T.B.M. (EL.=110.77)
40-D NAIL IN SOUTH SIDE OF U11LITY
POLE, 0.10' ABOVE GROUND LEVEL
WAGNER'S ADOMON a
VOL. 249 PG. 94
6
17 1 IRS
MAPLEWOOD VILLAGE NO. I
VOL. 20o PG. 8"7
CONSIIRUC"nON SEQUENCE
NOTES:
1.
ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING
1. EXISTING UTILITIES ARE SHOWN PER AS-BUILTS AND OWNERS
INSPECTOR (771-0220) TO SET UP MEETING.
RECOLLECTION. CONTRACTOR TO VERIFY UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED
2.
CALL FOR UTILITY LOCATIONS (1-800-424-5555).
CONTACT ENGINEER IMMEDIATELY.
3.
CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN.
CALL BEFORE YOU DIG: 1-800-424-5555
4.
FLAG CLEARING LIMITS.
2. ADDITIONAL U11LITY EASEMENTS MAYBE REQUIRED DEPENDING ON
5.
INSTALL AND MAINTAIN CATCH BASIN PROTECTION (AS NEEDED)
EXISTING UTILITY LOCATIONS.
6.
CLEAR SITE PER THIS PLAN (DEMO, ROUGH GRADING).
3. CONNECT ROOF DRAINS AND DRIVEWAY INLETS TO DRAINAGE SY3TEM.
7.
CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA
4. ALLOWABLE IMPERVIOUS SURFACES:
REQUIREMENTS.
HOUSE = 5,740 SF
DRIVEWAY = 5,100 SF
8.
-INSTALL UTILITIES (SEWER, STORM, WATER, POWER, ETC.).
WALKWAYS, PATIO & DECKS = 1,600 SF
TOTAL =12,440 SF
9.
FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION.
5. CALL ENGINEERING DIVISION (771-0220) FOR A INSPECTION BEFORE
10.
HYDROSEED AND MULCH ALL EXPOSED AREAS.
BACKFILLING AND FOR FINAL INSPECTIONS.
11.
REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZA11ON
6. RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF DRAINACE
MEASURES ARE INSTALLED.
SYSTEM ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE
PROPERTY OWNER. MATERIAL ACCUMULATED IN THE STORM PIPES
MUST BE FLUSHED OUT AND REMOVED FROM THE CATCH BASINS
TO ALLOW PROPER OPERATION.
14
GRADING QUAN'nllES:
OF4,
0
q
L4
(ji
Ln
TOTAL CUT = 480 C.Y.
TOTAL FILL = 425 C.Y.
THE QUANT111ES OF EXCAVATION AND FILL ARE APPROXIMATE,
AND ARE SHOWN ONLY FOR, THE PURPOSE OF OBTAINING A
GRADING PERMIT AND SHALL NOT BE USED FOR CONTRACTUAL
PURPOSES.
APPROVED AS NOTED
BY ENGINEERING
Date:
LEGEND
EXISTING MONUMENT AS DESCRIBED
0
SET 1/2" X 24" REBAR & CAP
STAMPED "LSA 22969"
C.B.
CATCH BASIN INLET
@MH
STORM BASIN MANHOLE
(S)
SEWER MANHOLE
'CO
SEWER CLEANOUT
�e
WATER VALVE
eM
WATER METER
'Cl H
FIRE HYDRANT
mICV
IRRAGATION CONTROL VALVE
[��v
GAS VALVE
-0-Up
UTILITY POLE
GUY ANCHOR
TB
TELEPHONE BOX (VAULT)
OTP
TELEPHONE PEDESTAL
E3 MB
MAIL BOX
0-
STREET LIGHT STANDARD
_SD
STORM DRAINAGE LINE
_SS_
SEWER LINE
- W -
WATER LINE
(MWV 1)
COURSE OR DISTANCE PER THE PLAT OF
MAPLEWOOD VILLAGE NO. 1, VOL. 20, PG. 86
(WA)
COURSE OR DISTANCE PER THE PLAT OF
WAGNER'S ADDITION, VOL. 24, PG. 94
(M)
COURSE OR DISTANCE MEASURED PER THIS
SURVEY
L
W_W_
17
SURVEY
A.F.NO. 199911155001
m4i
PROJECT DATA
I
SITE ADDRESS
19918 MAPLEWOOD DRIVE
EDMONDS, WA 98020
TAX -PARCEL NUMBER:
00 5489 000 028 04
APPLICANTZOWNER
TIMOTHY & CHRISTINA JENKINS
.19918 MAPLEWOOD DRIVE
EDMONDS, WA 98020
PROJECT CONTACT:
DESIGN WORKS CONSTRUCTION
BRUCE O'NEILL
17515-A 52ND AVENUE W.
LYNNWOOD, WA 98037
TELEPHONE : (425)742-9011
ENGINEER /SURVEYOR
LOVELL- SAUERLAN D & ASSOCIATES, INC.
19400 33RD AVENUE W., SUITE 200
LYNNWOOD, WA 98036
TELEPHONE: (425)775-1591
PROJECT CONTACT: ROBERT L. LONG
ROBL@LSAENGINEERING.COM
z
Q
LAJ
ST
Y13ST
MEMORIAL
PARK
V I LI I. I I I
VICINITY MAP
N.T.S.
LEGAL DESCRIPTION
ST
212TH
PARCEL "A"
THE SOUTH 156.87 FEET OF TRACT 28, PUGET SOUND
MACHINERY DEPOT FIVE ACRE TRACTS, ACCORDING TO THE
0 TS, PAGE 47,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
EXCEPT THE WESTERLY 300 FEET THEREOF.
PARCEL "B"
THE NORTH 16 FEET OF TRACT 17, PLAT OF MAPLEWOOD HILLS,
ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10
OF PLATS, PAGE 121, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS, AND RESERVATIONS OF
RECORD.
BASIS OF BEARINGS
N 00*10'53" W AS MEASURED ALONG THE MONUMENTED
CENTER LINE OF 12th AVENUE PER THE PLAT OF WAGNER'S
ADDITION, FILED UNDER VOL. 24, PG. 94 OF PLATS, RECORDS
OF SNOHOMISH COUNTY, WA.
BENCHMARK
I-jh BENCHMARK: (ELEV.=124.25)
N.E. CATCH BASIN RIM ALONG WEST SIDE OF MAPLEWOOD
DRIVE APPROXIMATELY 70 FEET NORTH OR 200TH STREET SW.
DATUM: ASSUMED
ON -SITE BENCHMARK: (ELEV.=110.77)
SET 40-D NAIL, SOUTH SIDE OF UITILITY POLE LOCATED AT
NORTH PROPERTY LINE APPROXIMATELY 20 FEET NORTH OF
EXISTIING RESIDENCE.
DATUM: ASSUMED
"s *0
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON ARE
APPROXIMATE ONLY AND DO NOT REFLECT THE LOCATION OF
ALL UTILITIES ON OR IN THE VICINITY OF THE SUBJECT
PROPERTY. THE OWNER SHOULD CONTACT ALL UTILITY
PURVEYORS IN THE AREA TO ASCERTAIN THE LOCATION AND
DEPTH OF ALL UTILITIES.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY.
CITY ENGINEER
SITE DEVELOPMENT PLAN
FOR
JENKINS RESIDENCE
RIECEIVE'o
SEP 1.8 2003
PERMIT COUNTE1,
IN NE 1/4, NE 1/4 OF SECTION 24,T.27 N.,R.3 E.AM.
CITY OF EDMONDS Recelve r.
SNOHOMISH COUNTY, WASHINGTON SEP j8p003
A`-�:RmT coumTsR
Lovell- Sauerland & Associates, Inc. SHEET NO.
Engineers/Surveyors/Planners/Development Consultants
OF
19400 33rd Avenue W., Suite 200 - Lynnwood, WA 98036 - (425)775-1591 - (425)672-7998 FAX
DRAWN CHECKED DATE F.B. SCALE FILE 0. 2
JKB JTT 02-19-03 475, PG. 20 1"=20' 4458-0-02
L L
GENERAL NOTES
IN NE 1/4, NE 1/4 OF SECTION 24,T.27 N.,R.3 E.AM.
A I
1. ALL CONSTRUCTION SHALL CONFORM TO W.S.D.O.T. 2002 STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE & MUNICIPAL CONSTRUCTION AND STANDARD PLANS
AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS
ESTABLISHED AT CITY HEARINGS ON THIS PLAN (W.S.D.O.T. 2002).
2. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF
EDMONDS AND THE CONTRACTOR SHALL N01IFY THE CITY OF THEIR
SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND
DURING THE WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
SIDE SEWERS (LATERALS & TEES) AND THE PLACING OF 2 X 4 MARKERS
WITH THE LENGTH AND DEPTH OF THE LATERALS AND TEES INSCRIBED
ON THE MARKERS, AND PRIOR TO BACKFILLING.
4. THE CONTRACTOR SHALL CALL THE ENGINEERING DIVISION (425-771-0220,
EXT 1326) 24 HOURS IN ADVANCE FOR ALL INSPECTIONS OF THE SIDE SEWERS
AND WATER SERVICES.
5. UPON COMPLETION OF THE SITE IMPROVEMENTS AND UNDERGROUND
UTILITIES, THE CONTRACTOR THROUGH HIS CONSULTING ENGINEER
SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS WHICH
INDICATED THE LOCATION OF ALL SITE IMPROVEMENTS INCLUDING SIDE
SEWER LATERALS OR TEES, WATER LINES OR. OTHER PERTINENT
INFORMATION.
6. UNDERGROUND WIRING REQUIRED WITH STREET LIGHTING (PRIVATE).
7. WATER SERVICE WITH METER BOX AND CURB STOP REQUIRED FOR EACH
LOT.
8. THE CONTRACTOR SHALL ARRANGE FOR AND MAKE AIR TESTS OF
SANITARY SEWER AND SEWER CONNECTIONS UNDER THE SUPERVISION Or
THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. LATERALS
TO BE 6" CONCRETE PIPE, OR P.V.C. CONFORMING TO SDR 3034
STANDARDS.
9. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS
DRAWING FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN
LOCATING SAID FACILITIES IN THE FIELD. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE FIELD AND
CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND
FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES
RESULTING FROM HIS OPERATIONS.
10. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN,
FLUSH, DISINFECT WHERE APPLICABLE AND OBTAIN SATISFACTORY
APPROVAL FROM THE CITY OF EDMONDS REGARDING THE QUALITY AND
INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER LINE, STORM
LINE, RETENTION SYSTEM, ETC. WRITTEN ACCEPTANCE BY THE CITY OF
THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER.
12. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH
W.S.D.'O.T. 2002/A.P.W.A. STANDARD SPECIFICATIONS OR AS DIRECTED
BY THE CITY OF EDMONDS.
13. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
EXACT LOCATIONS TO AVOID DAMAGE OR DISTURBANCE.
14. 'ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE
ADJUSTED UN11L IMMEDIATELY PRIOR TO PAVING.
15. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL BE
CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN
ACCORDANCE NTH THE APPROVED TEMPORARY EROSION/SEDIMENTATION
CONTROL PLAN. THESE FACIL111ES MUST BE SATISFACTORILY
MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL
FOR IN SITE EROSION HAS PASSED.
16. ALL REQUIRED STORM WATER RETENTION/DETENTION FACILITIES MUST
BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY PAVING UNLESS
OTHERWISE APPROVED BY THE ENGINEERING DIVISION.
17. ALL DRAINAGE STRUCTURES SHALL HAVE LOCKING LIDS. REGARDLESS OF
LOCATION.-
18. ALL DISTURBED SURFACES SHALL BE SEEDED WITH TOUGH, HARDY, FAST
GROWING GRASS UNLESS LANDSCAPING/EROSION CONTROL MEASURES ARE
EMPLOYED.
19. UNLESS OTHERWISE NOTED ALL STORM DRAINAGE PIPING 8". 12", 18".
24" & 36" INCLUDING DETENTION PIPE WILL BE 16 GAUGE GALVANIZED
STEEL AND SHALL USE TREATMENT 1.
20. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO -
SEEDER, OR AS OTHERWISE APPROVED BY THE CITY OF EDMONDS
DEPARTMENT OF PUBLIC WORKS. THE PERFORMANCE BOND WILL NOT BE
RELEASED UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE
APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS.
21. PIPING SPECIFICA11ONS AS NOTED.
22. ALL STEEL PARTS WILL BE GALVANIZED AND WITH TREATMENT #1
(ASPHALT COATED).
23. ALL WORK AND MATERIALS FOR INSTALLATION AND CONSTRUCTION OF
SEWER, WATER, AND UNDERGROUND POWER SHALL CONFORM TO STANDARD
SPECIFICATIONS FOR SUCH WORK IN ACCORDANCE WITH THE CITY OF
EDMONDS AND SNOHOMISH COUNTY P.U.D. STANDARDS.
EROSION AND SEDIMENT CONTROL (ESC) NOTES
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE
CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE
ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK
TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS
TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY
AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING
OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA
WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS
REMOVED IN THIS MANNER.
2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE
APPLICAT10N OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR
OTHER 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 1 THROUGH APRIL
30 AND NO MORE THAN SEVEN DAYS FROM MAY I THROUGH SEPTEMBER 30).
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES
ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY
APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS,
DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER
APPROPRIATE BMPS.
4. ESC MINIMUM REQUIREMENT - MAINTENANCE
ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND
MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED
FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE
WITH THE MANUAL
5. ESC MINIMUM REQUIREMENT - OTHER BMPS
AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE THE EFFECTS
INCREASED RUNOFF SHALL BE APPLIED.
6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY
CONSTRUCTION
THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS
THE FOLLOWING:
A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS;
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY
AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF
TRENCHES;
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.
C13 # 2- ACCESS LOCKING LID
OFFSET WHERE OPENING IS DIRECTLY
OVER LADDER AND RESTRICTOR IS
4
VISIBLE AT 0 NE EDGE OF GRATE
LEV.
98.50
ELEV. 98.50
100-YR PEAK ELEV. 98.50
PIPE SUPPORT
1
-3
10-YEAR Pllil< ELEV. 96.79
6" PVC ELBOW (TYP.)
32'
14
INV
95.00
2-YR PEAK ELEV. 96.06
P12"DIA.
ELEV. 96.50
0
ORIFICE
f
L Y (TYP.)
4'
SUMP AREA
EXTRA 2' DEEP
DETEN
Ld
Q_
32'(L)
co
Ld
�--CONTROL
STRUCTURE
ui
FLOW
,
(SEE DETAIL)
ui
ELEV. 94.50
FLOW
A
ELEV. 94.50
'A
6-PVC
"0
3" MIN CLEARANCE--:-�
A
SUMP AREA
ELEV. 93.50
N'�'�VAULT
ACCESS #2
EXTRA 2' DEEP
36" DIA. TOP ACCESS
Ar
1- 1 /4" DIA. ORIFICE
W/ SOLID LOCKING LID
12"
RESTRICTOR
-m
PLAN VIEW
N.T.S.
A
J 44 .4 A4 4
A
DETENTION VAULT DETAIL
NO SCALE
SLOPE TO DRAIN
6
MAXIMUM HEIGHT 4 FT
1 FT. MIN.
SLOPE -
,/00-000
0 00
0
0 0
0 0
JOO 0
0 0
0
0
0
0
0
00
0
10000 00
0 0 0 0
0
0 0 0
0000 0
I-
j
3/4" TO 1-1/2" WASH DRAIN ROCK
1 FT. MIN. WIDTH
(Q W 03
ALL ROCKERIES SHALL BE INSTALLED "-MINIMUM 4 IN. PERFORATED PVC PIPE.
IN ACCORDANCE NTH THE CITY OF SLOPE TO DRAIN. COVER WITH A
EDMONDS STANDARS. MINIMUM OF 6 IN. OF 3/8" WASHED
ROCK.
ROCKERY DETAIL
N.T.S.
NEWLY GRADED OR
DISTURBED SLOPE
/11:
ATTACH FILTER FABRIC
TO POSTS WITH WIRE
RINGS OR STAPLES
INSTALL PER CITY
STD. DETAIL E1.1
2"X 4" DOUGLAS FIR
SUPPORT POST
FILTER FABRIC 6
EX. GROUND 18"MAX.
.1, 15"MIN.
8" to 10"-j
SECTION 81,
MIRAFI 140 OR EQUAL
�11 �r-M C'A001f%
8"MAX.
15"MIN.
3"MIN.
2"X 4"DOUGLAS FIR "---EXTEND BOTTOM OF
POSTS @ 3'0.C. MIN. FILTER FABRIC INTO
ELEVATION 4"WIDE X 4"DEEP
TRENCH
RLTER BARRIER - THIS SEDIMENT BARRIER MAY BE CONSTRUCTED USING BURLAP OR
STANDARD STRENGTH SYNTHETIC FILTER FABRIC. IT IS DESIGNED FOR LOW OR MODERATE
FLOWS NOT EXCEEDING 1 C.F.S.
1, THE HEIGHT OF A FILTER BARRIER SHALL BE A MINIMUM OF 15 INCHES AND
SHALL NOT EXCEED 18 INCHES.
2. BURLAP OR STANDARD STRENGTH FILTER FABRIC SHALL BE PURCHASED IN A
CONTINUOUS ROLL AND CUT TO THE LENGHT OF THE BARRIER TO AVOID THE
USE OF JOINTS (AND THUS IMPROVE THE STRENGTH AND EFFICIENCY OF THE
BARRIER).
3. THE STAKES SHALL BE SPACED A MAXIMUM OF 3 FEET APART AT THE
BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM
OF 8 INCHES).
A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES
DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER.
5. THE FILTER MATERIAL SHALL BE STAPLED TO THE WOODEN STAKES AND 8 INCHES
OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. HEAVY DUTY WIRE STAPLES
AT LEAST 1/2 INCH LONG SHALL BE USED. FILTER MATERIAL SHALL NOT BE
STAPLED TO EXISTING TREES.
6. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE
FILTER MATERIAL.
7. IF A FILTER BARRIER IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR
SWALE, THE BARRIER SHALL BE OF SUFFICIENT LENGTH TO ELIMINATE END
FLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AND ARC OR
HORSESHOE WITH THE ENDS ORIENTED UPSLOPE.
8. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL
PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY
STABILIZED.
EROSION CONTROL FENCE
N.T.S.
0 ;*36608
IG!js
EXPIRES 8/177/704]
T-WAF- I %.F I
OF-TENTION TANK 5TRUCTURAL OF -TAIL
RECEIVED
IEP I 11111
0-riMIT fl%
NOTES AND DETAILS v Uri I r-n
FOR
JENKINS RESIDENCE
IN NE 1/4, NE 1/4 OF SECTION 24,T.27 N.,R.3 E.M.M.
CITY OF EDMONDS
SNOHOMISH COUNTYt WASHINGTON
APPROVED FOR. CONSTRUCTION
CITY OF EDMONDS
DATE:
El Y..
CITY ENGiNEER