18415 HIGH ST.PDF11111111111111
14022
18415 HIGH ST
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nc
TAX ACCOUNT/PARCEL NUMBER:-1/m
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:— DETERMINATION: [] Conditional Waiver E] Study Required Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORT PLAT FILE: LOT:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #.
FOR:
WATER METER TAP CARD DATED:
LID #:
BLOCK:
L-\TEMP\DSrs\Fonns\Street File Checklist.doc
That portion of lot 18 Block I, Seahurst, Beginning at a point 170-oo feet easterly
of the South West corner there of, thence in a Northerly direction to a point on the
North corner of said �ot 18, 160 feet East of the Northwest corner;thence East 86.9
feet; thence South 13 0010011 West in a southerly direction to a point on South line
of said Lot 18, that is 279.81 East of the Southweb# cornerthere of, thence West
109.8 feet to point of beginning EXCEPT the South 10 feet. there of also e sement
a
togeath.er with other users ingress and egress over the South 10 feet, of the West
279.81 of said Lot 18 and overo the North Io feet, of the West 279.8 feet of lot J9
in said block I.
CITY OF EDMONDS
Call PRospect 6-1107 when work
6','d CENTER — WATER -SEWER DEPARTMENT
Is ready for Inspection. (No Inspec-
tions Saturday, Sunday or holidays.)
No 2700
SIDE SEWER PERMIT
... 18415 -.94th ... Aye r-t
................................. ........... .. ....................................................................................... ........................
OWNER .................... R.t.D.i ... S.tee.le ............... .......... CONTRACTOR ..... Cons-t
.. ....... ..... ... ---------
............................... . .................
-Permission is granted ......... �!?!AUAry .......... 19.§A,., for ........................ days to REPA,],[R'o'*r CONNECT a side sewer
with City Sewers in accordance with application on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
'14OTE No. 1—The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Con . tractor 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—Obtain full Information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
NOTE No. 3—Top of side sewer must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2%.
No bends In grade shaxper than % will be permitted.
NOTE No. 4—Trenches In street must be water settled and surface of street, restored to original condition. Condactors, shall be responsible for
failure due to improper work which may develop within one'year of completion.
N , No. 5—It is unlawful to alter or do any other work than is provided for in the permit, or to- do any wbrk on the main sewer or Its appur-
tenances except to Insert the pipe Into the wye.
07
—C
. I sqz�
0
PERMIT NO: 9789
City of Edmonds*
SIDE SEWER PERMIT . . PERMIT EXPIRES
Address of Construction: /Is 41 HIq A Sy. LID #
Property Tax Account Parcel No.
Attach copies of all access a d utility easements Verified and Approved by
Owner and/or Contractor:
Contractor License #: par,� rggo_ q Building'.. Permit
Single Family
Multi -Family (No. of Units
F] Commercial (No. of Units
I nvasion into City *Right -of Way: Yes No
*RW Construction Permit
Cross other "Priv'ateProperty: El Yes No
"Attach legal description and copy of recorded easement..
zkl(� Owner/Contractor 1k
6wn_�e'_r or cAtractor signature 3-n-d-a-c-R-56"Wiedgement ' statement: Date
By signing for this ' permit I certify that I have read the City's public handout entitled
ide Sewer Spqcifications, and shall comply with all City requirements O*utfined therein.
W" CALL DIAL -A -DIG (1-8004*"_�- 5555') BEFORE ANY EXCAVATION 9
. &a--
12 FOR INSPFCTION CALL 425-771-0220 extensionr-13-a-M&
HOUR NOTI
..............
FOR OFFICE USE ONLY
..... .....
Permit Fee $ 30 RepairFee Issued By:
.2
Trunk Charge $ Date Issued: ll-q-o3
Assessment Fee $ Receipt No:
City Permit Surcharge Fee $5.00 Total Fees Paid $
NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN
INSPECTOR ARRIVES A,$45 RE-INSPECTI ON- FEE WILL BE CHARGED.
Job Site Ready YES NO —Date: Initial�.
Partial Inspection: -Date: Initial:'
Partial Inspection: Date: Initial:
FINAL INSPECTION APPROVED: Date: Initial: As -built to Street File:
t, PERMIT MUST BE POSTED ON JO B SITE Vz-
White Copy: File Green Copy: Inspector Buff Copy: Applicant
L;temp,bidg;forms;sspermitjlg4/00
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—51—
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18415
riv. dr.
ED *1 CITY OF EDMONDS SIDE SEWER AS— BUILT
0
d ADDRESS SCALE
ta 18415 HIGH ST NTS
4",
MR k
HOMEOWNER CONTRACTOR
PAC. EMERALD HMS INC.
DATE DRAWN PERMIT
NO.
&t 1890 1 11/10/03 IBY 1. ABILA 9789
0
17
17922
92!1 17910
l8W2 P-
9219
9231 SW4
9221
9233 18006 IDR
922�'
9305 8 4y glio
91
920
oils
is:
18226
9302
18228
9314 9304
18226
1822
18230
9318 9210
18230
1
tp�� 0221 9215
18 312
18318
18313
0ON
SIN
18312
18324
18319
1833D
913S
9125
Glos
18404
18410
IT
18401
18401
18415
18404
9010
184
IS415
18416
18403
IS419
a
10416
18418
Co
18425
g
1 &SWW 18430
18427
18418
1
18429
4
18426
18
IN04
18518
18515
Huff
1 18516
18500
A -It Park
a
PL
SW
18529
18606
10
18612 18610
18606
18607 18620
A
18610
186WTH
PL
18014
18623 18627 8625
18624
29
0 v
9209
18712 110,
18703
18626 18702
ISM Sw
18711
18707
18631
18628
18704
18701
. 13:
5
is 17
18709
1 719
1
18716
z
16732
18717 18719
18716
18730
1872S
1873D 18728
-
9125
18812
18811
18614
18810
18805
ISM9
18732 is=
09
18809
Isaw
%
18823 1 8824
18823
18819
issis
18822
18821 1882S
18808
Issis
Issle
18827 18817
18902
189D4 18DW
1 8823 18829
iselo 18812
ISS29
18831 18829
18912
18910
18908
(L
18906
18902
t
14
18920 909
18831
—
18908
11
0
PLANNING DATA
NAME: J:fm
SITE ADDRESS:
PROJECT DESCRIPTION:
REDUCED SITE PLAN PROVIDED?./(�No)
MAP PAGE:-35;q CORNER LOT: (Y-O—S/O FLAG LOT:
ZONING: E-C-1 - 12-- CRITICAL AREAS DETERMINATION #: - 74�4&
U —Study Required:
;��r!Walver
U Conditional Waiver
�01
SEPA DETERMINATION:—A//A
UFee
U Checklist
Ll APO list w/ notarized form
6LJj ffileeded for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
;U;EX.empt
SETBACKS:
Required Setbacks:
Street:-72.45-' Left Side: Right Side:_ Rear:
Actual Setbacks:
Street:—';45 LeftSide: 12-12 RightSlde:_ 14)1 Rear:
Street map chocked for addition tback required? (Yes / No / DNA)
LJ DETACHED STRUCTURES:
L3 ROCKERIES:
U FENCES/TRELLISES:
EJ BAY WINDOWS i PROJECTING MODULATI ON:
0 STAIRS/ DECKS:
PARKING: Required:,7-- Actual:_:a�!'-
LOT AREA: 10 ,
LOT COvr-KAfjr-'
Calculations:
BUILDING HEIGHT:
Datum Point: P-4
Maximum Allowed:
A.D.U. CREATEDY.-I(Q6 Yes)
o1q.
I Di.
102-. Ll
to q
Elevation: /01. o
Height:
SUBDIVISION:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: LYes
1:! Co-)
OTHER
2-4
NewBPPIanningDataForm.D0C
0 0 1-.. ' -.:
Critical Areas Checklist CA File No: 64
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/ Location: 1 B4 I r:7 k
2. Property Tax Account Number: - S(-QG LP 00 10 k C30 L�o 0
3. Approximate Site Size (acres or square feet): V�!) boo (Z-*c
4. Is this site currently developed? _yyes; — no.
If yes; how is site developed? 9Sas i o lspm
5. Describe the general site topography. Check all that apply.
— Flat less than 5-feet elevation change over entire site.
X RoUing: -slopes onv-site�generafly-less -than � 45% ja 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: C) Approx. Depth:
7. Site contains areas of seasonal standing waten'
Approx. Depth:
What season(s) of the year? 0
8. Site is in the floodway lj_� floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
- �j E) - Flows are seasonal? (What time of year?
10.
11.
Site is Primarily: forested — . ; meadow shrubs mixed
urban landscaped (lawnshrubs etc)
Obvious wetland is present on site: Ij D
HP Officejet V Series V40
Personal Printer/Fax/Copier/Scanner
I-Ast Transactio
Date Time TVe Identification
May 4 7:47PM Fax Sent 4257420598
Log for
Pacific Emerald Homes Inc
4256730539
May 04 2003 7:49PM
Duration Pgges Resul
2:35 3 OK
0
APPROVED BY PLAM'�iNG
< Let
APPROVED AS NOTED
BY ENGINEERING
D - 61 LE&�
Date:--.,�d )ia-3
- -----------------
- ------- - ------
Plot Plan
� ". 10�'
LEGAL DESCRIPTION
�7 pomnoN IN � Im OL= SHAILM7 ACW�M TO
pulco.wo � smowom" X,t� =MTWA=A.M�
a', AT A � nom � OMMT4. � � GOUMAST
'�' D'WC� To
1111.11611 LOT 0,
-it
THEN= W 00 VV 11017 N A 60MCKY P=� TO
A �W M T.M GCUTW LW Ik 1AAT 0 r" FM
'I I I / F 1-i ---- -,
114NM 067 TO TIM row cp 5mmN& t
excon �s et� 0 � namop,
� NAW� TCJE� � OTWKR WE" " Nlft"
AND RIMM IW= TM 60M W PW MV
m � �.% � ow" � 0
Op Two LROT 2� FUT � � Ik 06= L
6MIATI! N �W Ca� � 04%40MMK 6TATE M dW&&bVW
HEIGHT CALCULATION
F�w
?117W v %Qv
POW
—4 M--W— —A L:L
41.4011
VULD� W� -
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64
PAVO
c S UCTION PERMIT
LOT COVERAGE CALCULATION
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0 APPROVED BY PLANNING
APPROVED AS NOTED
13Y ENGINEERING
Date:
—
Plot Plan
�Ww
- - - - - - - - - - ------
LEGAL DESCRIPTION
I"? VVWr� OF �.Wk CLOCK L MMARMT.ACCORD20 TO
vOURS S OP PLAM -CC W.
MoAWMTCK M"vMW M
- — — —
— —
— — — —
6004 W 00 C& QMT M A GOWFMRLY PW� TO
A MW ON IM GOM LM OF AAO LOF W �T 0 MA FCV
60"twasy � M.0—
W50, � � w WE � 0'
"wn IM GOM 10 MW "wow,
, EA6� � WMI � UWs"
zmmw�wff 60M OPMOPUM MAT
�� OP $AV LOT W �OWOtUe � 10�
4W TM 9"? MW FnT " LOf M, CLOCK L
&I"M N tM! � M 84M.Mb., WAIR OF RWAWWW�
HEIGHT CALCULATION
'A'
FOW V
lm�
A�MAW �Wl
oxmim
,Ve,
LOT COVERAGE CALCULATION
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MAY 2 - i'*_'j,
KRIM'IT CO.UH11071,
A —11VN
:WER
REQD
EXT 1326
MAY 2 - i'*_'j,
KRIM'IT CO.UH11071,
18415
x
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3
GARAGE
Z
MH
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31- MH
00 PSI
1-1/4 POLY
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12j5'
W/TRACER WIRE
3/
L @ 2.5'
DEEP 6'�-
PRIVATE DRIVE
CITY OF EDMONDS WATERLINE AS -BUILT
0
ADDRESS
HOMEOWNER
18415
High Street
01
CONTRACTOR
SCALE
Pacific
Emerald Homes
NTS
at. 1890
DATE
11-17-03
DRAWN
BY K. Haney
-rWATERLINE
NO. 2003-0578
SEP 02 103 01:58pm Fe WDFW MILLUCRE
State of Washington
DEPARTMENT OF FISH AND WILDLIFE
Region 4 Offte: 16018 M;ll Creek Boulevard - Mill Creek. Washington 98012 .(42S) 775-1311
FAX TR-AsYSINUTTAL
X
DA 7 E-:
R.11- C I P I LN T:
Recipient's Fax:
SIN7DER:
Sander's Fax: 425-379-2323
SendCr's Phone:
NUMB ER OF FA.XZD PAGES INCLUDLNG TIES COVER SHEET:
'NOT'qS:
P.. 114
bLH r. r-1 -4
WASB3NGTON DEPARTMENT OF FISH AND WILDLEM
76VIS AQ1 Crm* 9*d Am 001hak wa&wngbn MIZ (423) MIS11 FAX (42WID 35&WW
RCW 77-12.655
WAC 232-12-292
EABLE SrM- Hutt Puk
Applicant Site Location Pending
Lee & Mary Hazrdltoa 184 IS High S1 SFR
22974 SE 424 C1 E4=nds, Wa
S=mV=%^ Wa, 92075
AMMIZZ—A TMIZICA770
This pan;rJ is approximdely 400 ft from ner 02 oMe Run Park bald nee ues; wbich iq in a ipire-topped fir in the
nordwastccnwr of the park- Tbzlandowners wish to clear most of the lot for a hout, but rcmtn a larpipandfnhatis
a!ikely perch nve. The landownm wirt to remow four ormorc large cedws (>36"dW and alxte fir (-24" dM) to
accoulmodn't the large house. WEdle it is pmferable to main mom of %he larger trees, it was deterruined that because
rncet of the habimt ia protected in K= Park wd bcoBwe the grand fir is 79mly the most si;Wficuft habitzi tm an the
lot, rtmoval of The Olt er rMes would be acceprable provided lbat sorne additimal firs arc Planted 38 Varrial miii,-.atiom
r-A-C-191AMNSM&M
I ) Lvxiowner goals werc considered ftough a Sim visit Aug 24.2003.
2) Sald ea& habim use was considemd by analysu oftenitory (nie-srity through dn'r, cun=i vxro=ding
habitat conditcris, va=ent status of the bald eagle poln4mim and scientinc lftm=e c=oen**ba1d eagle
habltat pmtotTion.
CgZPAI "ONS
The fbIlewing =dition(s) apply To pvtect bald mgles and their habiat
1) Of the cauffer i. m rruLainim on the lot on Aug 34,203, none maybe tat)EXCEPT That the two cedars
may be cut sad x ova& To praftet the integrity of the avm on the neighboring let. the fbilowsvg
ingthod wjM be employed-
9) a "no disturbance woe" shall be establialked 10 ft from the west property line. Tbb Monte amn be
protected by silt fence and cimstruction fencing. No sail disturbance, equipment, or mavnisls
norage may occur in Ws zone.
b) a mrrow deep tmeis (611 x 3-4 ft) shall be dog it tile OdEe of the "no djaurb=ee 2one" using a pips
trencher. All r000 protruding into the treneb From the west sick sbaB baproned by kand. The
trench shan be backrided with soil fr*M the Sjte-
c) ivtnoval of the cut mmps east of the treaeb Is allovred� as wiAl as excaymdon and gradin eut of the
trench
Hun Puk Hsv�hou 9,9ft 2, 2003
Page I of 3
Ed WJZZ:T0 MOE ZO 'daS : 'ON XUJ JMc-?UUC3rajU: wo�u
SEP 02 '03 0 . 1:59PM FF* 5FW MILLCREEK r . Z/ f4
2) The dItteme shown elm Figure I ahandeftnath& "no difturbouve zone" on thevest and north addeil*f the
prnp"� to protect theconiftn an the north Vert of the propeM aswell into qrVWdtheCW2rS 00 9116
neighboduZIpr9pero. De6cluous trees YW be cut and removed bom 64 2ORD, but &0 SULMPI MU8t be
left in the gmund and no ground d1sturbance is allowe& Sbrubs may be cut and removed from this
zone as Pan Of landswift.
The Isindawngrz will p1sat A mintimuln Of StX &III DGUIlas fim- The tTeeq Inust be mphitSined (,tWMMe1r
watwing and weeding) uatildy p1suted fm haye been establiab tm attest least 5 yeanand are atleast
10 ft tall before the conditions of this Rald Eagle MannStment Plan are accepted aa aneL
A -rjQ,&0jE PROJAgXION
This ?1ZM QPPlieS to the bmdOwner WbO S'P15 the PlavL Since ea&L-s retarn to the sftne va&tiorsal use areas ewk 5tat,
the couaidons of fts Pl= sball apply fadefinitely, unless a breeding terrivory hm beeft unoccupied for 5 consecutive
yem, Meast: contact WDFW if the eagles chazoo the l0csdOn Of their n"t- DO r10T "gum thm d18 corAitiDns Of this
Plan no long= apply.
REVIEW AND
. Plan -Jn1l be subjoa to ft rbnou�ng mview and mmendment proccftm. The Plan =&y be 1VTj9wad periodically
by the Dqut-m7t and the landowner to detcrtnme wheter 1) ibe Plml reqUim bMead=nt in response to Ch=gtng
ca a q) and I
gle aftd landowner cirt;urns=t;erj or, 2) the terms of the Plan C=PIY vft SPRUG bI Wwe Togo ationq 07 3
-witll its IMM.
,he partim to &e Plan are complyi1iff
2ANCEIR S
Except for a un that pmwls tWftncn1 danger to the safety or property of Individ-a2b, a report fi=n a certified
arocrist, indic%ting the health of ft tr4:e and The need to remove 1hc tree, shall bc 3ubmitted toNMFW prior to cutting
the danger oree.
AMALJM0CFX= requa a fbarnal appeal of WDFW
In 3Miti= to ft provisions of WAC 232-12-292 (7.047-31 the landowner may
ac4ons accotding to ihe Adninigundve Fr000dum " Cbapw 34.05 RCW, and the MOdC1 RUISS Of 11100e&NT,
ChW=10.DSWAC. Such a request sball be Sled Wft the Depait=t within2o da>s of receipt of the contemd
WDr-wdacisiom The appeal mquest ftP. clegrLy rmm ibere1jafseu*=dthc groun& for the appeal.
41ZCXVXLIAIqC.*E
paih,ye to coMpLv with this pI&n Qaasr�wTes 2 misdenmimer as = fmh in RCW 77,15,130. Hcwever� compliance
with this pio dges Wt ensm c4mpliancewith the Endangered Spe6es Act or other fede:11. otaW or loefil
Ipws. This plipa upplie-3 only to the propowd land use lisiad zbw4. Any ojj= proposels may be subjcvt co a diftl=ent
sciorcondiri=. it -Ig Tte indownr.TIG respeincibility .o norify the Deparment Of any new proposed land use setivities.
If the plan is a.-cepuble, sign and return for N�MFW 3igGsturt.
I
Landowner or Ageni (circle one) (42TO)
-5 JA,
(dat:), Lmdownef or A
�t2f 7Y ro I
Region3l Mar -saw 2ML
WA
Lutdowner or AgwM Mdrew
HUrt park Ha=jjton Sept 2,2003
Page 2 of 3
Ed WdZZ!TO ZOOZ ZO -daS : *ON XU.� JC)@UUD0VZjk�: WONA
=-rl
UC
tj.D
U I -?r- I I r r10 -WF I.L
CONCRETE CUMCRETIE
Ilk / -
PA'MO
. I%b
Egure 1. E[mmlkon property, showiag cedar trees to be removed Oower left) and grand fIr and one
of the other conifers (f1r) to be retWned (upper centrr). The silt fence/no distdrbance xone is shown
as a d9shed line 10 ft froinn Me property bovndzr� to the west, and 10 ft soutb of the gracd rjr.
Xn-.t Park Hamilion Sept 2� 2003
P3ge 3 of 3
V6 W602:TO E00Z 20 -d,?S
: 'ON XbIJ 10auuo:)ea4t�: wo�u
0 r i 0
EXHIBIT "A"
Legal Description: ck 1, SEAHURST, according to the plat thereof recorded in Volume 9 of Plats,
That portion of Lot(s) 18, Blo ty, Washington, described as follows:
Page(s) 90, records of Snohomish Coun
Beginning at a point 170-00 feet Easterly of the Southwest corner thereof;
THENCE in a Northerly direction to a Point on the North line of said Lot 18, 160 feet East of the Northwest
comer;
THENCE East 86.9 feet;
THENCE South 13000'00" West in a Southerly direction to a point on South line of said Lot 18, that is
279.8 feet East of the Southwest corner thereof;
THENCE West 109.8 feet to Point of Beginning;
EXCEPT the South 10 feet thereof;
ALSO easement, together with other users, for ingress and egress over the South 10 feet of the West
279.8 feet of said Lot 18, and over the North 10 feet of the West 279.8 feet of Lot 19, in said Block 1 -
Situate in the County of Snohomish, State of Washington -
END OF EXHIBIT A
7Y-13
M AY 2 '�' L' �- -' 3
P E R N71 T C 0 Ui�,jl T IR
HP Officejet V Series V40
Personal Printer/Fax/Copier/Scanner
Last Transaction
Date Time T3= Identification
May 29 8:56AM Fax Sent 7750990
Log for
Pacific Emerald Homes Inc
4256730539
May 29 2003 8:57AM
Duration Pages Rtauft
0:34 1 OK
0
0
0
Critical Areas Checklist CA File No: 0�)- �4.
Site Infomiation (soils/ topography/hydrology/ vegetation)
1. Site Address/Location: 54 167
2. Property Tax Account Number: 'SUGL-P0w0kC30L+-00
3. Approximate Site Size (acres or square feet): — V;�> 41 000 (;'�Z
4. Is this site currently developed? Yyes; no.
If yes; how is site developed?
5. Describe the general site topography. Check all that apply.
Flat less than 5-feefelevation change over entire site.
X Rolling: slopes on sitelgenerally 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: Approx.-Depth:
7. Site contains areas of seasonal standing water: -bib Approx. Depth:
What season(s) of the year?
8. Site is in the floodway Q 0 floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
�j 0 Flows are seasonal? — (What time of year?
10. Site is primarily: forested meadow ;shrubs mixed
urban landscaped (lawnshrubs etc)
11. Obvious wetland is present on site:
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Critical Areas Cbecklist.doc/3.19.2001
city 011WMonds"
Development Services Department,,
Planning Division
Phone: 425.771.0220-
Fax: 425.771.0221-
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 submittal of the application 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).
Date Received:'/ tot om-
titjRec4e'ipt#: ICIFjo-T
Critical Areas File, M,
Criti,�al,_ Areas dfiecklist Fee: $45.00
Ddte.Maflw�_to Ap ilidarif:
P
prope�owner, or hisL/her authorized repr6sentative,
must fill. out the checklisti -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.
Please submit a vicinity map, along with the signed copy
of this form to assis I t C ity staff in finding and locating the
specific piece of property described on this.. form. In
addition, the applicant shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with t . his Checklist to assistant staff
in completing their preliminairy assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees
to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part upon false,. misleading, inaccurate or
incomplete information ftimished by the applicant, his/heiiits agents or employees. '
By my signature, I cer* that the information and exhibits herewith subimitted are. true and correct to the best of my
knowledge and that I am authorized to file this application on the behalf of the owner as listed below.
SIGNATURE OF APPLICANT/AGENT
DATE
Property Owner's Authorization
By my signature,1 certify that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attendant to this application.
SIGNATURE OF 0 DATE-4 IDIO---2-
Owner/Applicant:
LF-- f+, " ��
Name
qS I C) — t
Street Address
Corn
City State Z*
,p
Telephone: 413S LAO (0 0*!�;L+
Email address (optional):
Applicant'Representative:
Name
Street Address
City State Zip
Telephone:
Email Address (optional):
Critical Areas Checklist.doc/3.19.2001
The City'of Edmonds
APPLICATION
for
SIDE SEWER PERMIT
NEW CONSTRUCTION REPAIRS
OWNER.....................................................
ADDRESSI-�.i 4�7
V
//d .......... /-,7 ..... ..... WA.
WIG fw s r,
0
0
-;iw-:
II&PR ' OVED
JAN 2 5 196E
EASEMENT No.
Ll D
CONTRACTOR ... Q/C ---- ------ PERMIT No. - C4 7 ()
LEGAL DESCRIPTION: LOT No . ..... /If ................................ BLOCK No..... ....
. ....................................
NAME OF ADDITION S4619.#4
....................................................................................................
Approved:
DATE ...
ENGINEERS / SURVEYORS / PLANNERS / DEVELOPMENT CONSULTANTS
City of Edmonds, Engineering Department
Lyle Chrisman
121 -5 th Avenue N.
Edmonds, WA 98020
re : Pacific Emerald Homes: High Street Residence
-Revised Drainage Calculations for added Looped Driveway
Mr. Lyle Chrisman:
March 18, 2004
LSA File No. 4393
Please find attached the supporting calculations for the additional impervious surface
required to installed the revised looped driveway. The new driveway will add approximately
420 sf of new impervious to bring the total driveway surface area (new total= 2,420 sf).
Attached is a revised section "C. Detention Summary and Calculations" section of the
original Engineering Drainage Report dated April 2003. Below is a summary designed
detention system:
Detention System = 28 LF of 54" CMP Pipe
Required (minimum) Storage Volume = 499 cf
D esign Storage Volume = 502 cf
Based upon the attached information the original design detention system will adequately
detain the additional added loop driveway impervious surfaces runoff. If you have
questions'or need additional information please give me a call.
Robert Long, P.E.
(425) 775-1591
RJECEIVED
'MAR 19 2004
PERMIT COUNTER
Lovell-Sauerland &Associates, Inc.
19400 33rd Ave. W., Suite 200, Lynnwood, WA98036 425-775-1591 425-672-7998fax
00
IV
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--------------- -------- APPIV
------------------- -------------
---------- 10,
--------------
High Street Residence March 2004
Lovell-Saueriand & Associates LSA File No. 4393
DETENTION SUMMARY AND CALCULATIONS:
Stormwater detention is proposed to be designed to the City of Edmonds standards.
Developments which are under one acer and do not discharge directly or indirectly to a stream are
required to maintain the predeveloped condition peak runoff rate for the 1 0-year, and 1 00-year, 24
hour design storms (with a minimum control orifice size of 5/8"). WaterWorkSTm Release 4.13 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. The existing site cover is assumed to be forested.
Due to the relatively small size of the project area, a conservative estimate of ten (10) minutes for
the existing time of concentration and five (5) has been assumed.
Detention Calculation Summary Table:
Recurrence interval:
1 0-Year
1 00-Year
Existing runoff
0.04 cfs
0. 12 cfs
Developed runoff
0.12 cfs
0.22 cfs;
Design discharge
0.04 cfs
0.12 cfs;
Design detention storage
330 cf
499 cf
Level Pool Table Summary:
MATCH INFLOW -STO- -DIS- -PEAK-> OUTFLOWSTORAGE
< ------ - DESCRIPTION------> (cfs) (cfs) --id- -id- -STAGE> id (efs) VOL (co
======= ------------
10 YEAR ... ... ... 0.04 0.12 P1 01 97.28 1 0 04 329.92 cf
100 YEAR .. .. ........ 0 12 0 22 PI 0 1 98.79 2 0 12 499.35 cf
OUTFLOW AFTER DETENTION: STAGE FLOW RATE
10 YEAR ........ 9728 0.04 cfs
100 YEAR.. 9879 0.12 cfs
BASIN SUMMARY:
BASIN ID: E010 NAME: EXISTING 10 YEAR
SCS METHODOLOGY
TOTAL AREA. 045Acres BASEFLOWS- 000cfs
RAINFALL TYPE TYPE1A PERV IMP
PRECIPITATION 2.00inches AREA..: 0.45Acres O.00Acres
TIME INTERVAL 10.00min CN 81.00 0.00
TC : 10.00min 0.00min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.04 cfs VOL: 0.02 Ac-ft TIME: 500 min
BASIN ID: D010 NAME: DEVELOPED 10 YEAR
SCS METHODOLOGY
TOTAL AREA. 045Acres BASEFLOWS- 0.00cfs
RAINFALL TYPE TYPE1A PERV IMP -
PRECIPITATION 2.00inches AREA..: 028Acres (0.0 Acres
TIMEINTERVAL 1000min CN - 8600 980()"-
TC...: 5.00min 5.00min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.12 cfs VOL: 0.04 Ac-ft TIME: 500 min
BASIN ID: E100 NAME: EXISTING 100 YEAR
SCS METHODOLOGY
TOTAL AREA ... 0.45 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE TYPE1A PERV IMP
PRECIPITATION 3.00inches AREA..: 0.45Acres O.00Acres
TIME INTERVAL 10.00min CN 81.00 0.00
TC : 10.00min 0.00min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0. 12 cfs VOL: 0.05 Ac-ft TI ME: 500 min
BASIN ID: D100 NAME: DEVELOPED 100 YEAR
SCS METHODOLOGY
TOTAL AREA 0.45Acres BASEFLOWS: 0.00cfs
RAINFALL TYPE TYPE1A PERV IMP
PRECIPITATION 3.00inches AREA..: 0.28Acres 0.17Acres
TIME INTERVAL 10.00 min CN 86.00 98.00
TC : 5.00min 5.00min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.22 cfs VOL: 0.08 Ac-ft TIME: 490 min
High Street Residence
Lovell-Saueriand & Associates
March 2004
LSA File No. 4393 C-1
High Street Residence LSA No. 4393 March 2004
SCS Weighted average curve number calculations
SCS Hydrologic Soils type: --- > C Total
s.f Ac.
Development Area 19,554 0.449
Existing conditions (areas in square feet)
Collected
Assumptions:
CN:
Undisturbed forest land
76
Second growth forest
81
Meadow or pasture
85 -
Grass, > 75% coverage
86 19,554
Grass, > 50% coverage
90
impervious (House, DIW, and Private Road)
98
Total Weighted CN for each basin:
7. M
Pervious:
Area, acres: 0.449
Percent pervious area: 100.0%
Weighted CN: 85.4
Impervious:
Area, acres:
Percent impervious area:
Future conditions
Total
Total AC:
0.449
Total sf:
19,554
Assumptions:
CN:
Undisturbed forest land
76
-
Second growth forest
81
Meadow or pasture
85
-
Grass, > 75% coverage
86
12,134
Grass, > 50% coverage
90
-
Impervious
98
Total
7,420
House and Garage
4,000
Loop Driveway
2,420
Deck, patio, and walk
1,000
Total Weighted CN: 90.6
Pervious:
Total
Area, acres:
0.279
Percent pervious area:
62.1%
Weighted CN:
86.0
Impervious:
Area, acres:
0.170
Percent impervious area:
37.9%
Weighted CN:
98.0
High Street Residence March 2004
Lovell-Sauerland & Associates LSA File No. 4393 C-9
STAGE STORAGE TABLE:
UNDERGROUND PIPE ID No. P1
Description: DETENTION PIPE
Diameter: 4.50ft. Length: 31.95ft.
Slope : 0.000ofVftupstr: dnstr:
STAGE <-STORAGE- STAGE -STORAGE- STAGE <-STORAGE-
STAGE STORAGE
(ft) --cf- -Ac-Ft- (ft)
--- cf- -Ac-Ft- (ft) -cf- -Ac-Ft- (ft) --cf-- -Ac-Ft-
94.50 0.0000 0.0000
95.70 108.78 0.0025
96.90 275.62 0.0063
98.10 435.79 0.0100
94.60 2.8386 0.0001
95.80 121.66 0.0028
97.00 289.94 0.0067
98.20 447.05 0.0103
94.70 7.9741 0.0002
95.90 134.84 0.0031
97.10 304.19 0.0070
98.30 457.76 0.0105
94.80 14.548 0.0003
96.00 M.27 0.0034
97.20 318.34 0.0073
98.40 467.87 0.0107
94.90 22.242 0.0005
96.10 161.93 0.0037
97.30 332.35 0.0076
98.50 477.28 0.0110
95.00 30.863 0.0007
96.20 175.79 0.0040
97.40 346.21 0.0079
98.60 485.90 0.0112
95.10 40.277 0.0009
96.30 189.81 0.0044
97.50 359.87 0.0083
98.70 493.59 0.0113
95.20 50.382 0.0012
96.40 203.95 0.0047
97.60 373.31 0.0086
98.80 500.17 0.0115
95.30 61.096 0.0014
96.50 218.20 0.0050
97.70 38648 00089
98.90 505.30 0.0116
95.40 72.349 0,0017
96.60 232.52 0.0053
97.80 399.36 0.0092
99.00 508.14 0.0117
95.50 84.081 0.0019
96.70 246.88 0.0057
97.90 411.90 0.0095
99.10 508.14 0.0117
95.60 96.241 0.0022
96.80 261.26 0.0060
98.00 424.06 0.0097
Calculated Pipe = 31.95 ft. of 4.5 ft. diameter pipe.
Additional Storage provided in CB Manhole and 24" connection pipe:
1 - Type 2 CB Manholes (48 inch)
Volume (3.14) x (2)2 X (4.5)]
Volume = 56.55 c.f.
1- 2 ft. of 24" connector pipe
Volume 2 x (3.14) X (1 )2
Volume = 6.28 c.f.
Total Volume = 62.83 cf
Equivalent Length of 4.5 ft. diameter pipe = (62.83) / [(3.14) x (2.25)2
Length = 3.95 feet.
Net Required pipe = 28 feet -of 4.5 ft. diameter pipe
STAGE DISCHARGE TABLE:
MULTIPLE ORIFICE ID No. 01
Description: CONTROL ORIFICE
Outlet Elev: 95.00
Elev: 95.00 ft Orifice Diameter: 1.0000 in.
Elev: 97.40 ft Orifice 2 Diameter: 1.5000 in.
C61
STAGE <-DISCHARGE-> STAGE <-DISCHARGE-> STAGE <-DISCHARGE-> STAGE <-DISCHARGE->
(ft) --cfs- -
(fl) --cfs- -
(ft) --- cfs- - (ft) --- ct-
95.00 0.0000
96.30 0.0309
97.60 0.0711
98.90 0.1284
95.10 0.0086
96.40 0.0321
97.70 0.0780
99.00 0.1315
95.20 0.0121
96.50 0.0332
97.80 0.0840
99.10 0.1346
95.30 0.0149
96.60 0.0343
97.90 0.0894
99.20 0.1375
95.40 0.0172
96.70 0.0354
98.00 0.0943
99.30 0.1404
95.50 0.0192
96.80 0.0364
98.10 0.0989
99.40 0.1433
95.60 0.0210
96.90 0.0374
98.20 0.1032
99.50 0.1460
95.70 0.0227
97.00 0.0384
98.30 0.1072
99.60 0.1488
95,80 0.0243
97.10 0.0393
98.40 0.1111
99.70 0.1514 RECmVIED
95.90 0.0257
97.20 0.0403
98.50 0.1148
99.80 0.1540
96.00 0.0271
97.30 0.0412
98.60 0.1184
99.90 0.1566
MAR 19 2004
96.10 0.0285
97.40 0.0420
98.70 0.1218
100.00 0.1591
96.20 0.0297
97.50 0.0622
98.80 0.1251
(17)
rs k,
t1l
High Street Residence March 2004
Lovell-Saueriand & Associates LSA File No. 4393 C-3
ENGINEERING DRAINAGE REPORT
for
High Street Residence
PACIFIC EMERALD HOMES, INC
18415— 94" Street
Edmonds, Washington
City of Edmonds File No. S-03-
L
EXPIRES 8/17.04
Prepared By: Rcbert L. Long, PE
April2003
0 k Le' -
STREET FILF
BUILDING DEPT.
E N= SPE ()
V 0 1 K E E R 3 0 8 U q V E Y 0 a z
�01 M M
Lovell-Saueriand & Associates
19400 33rd Avenue W. Suite 200
Lynnwood, Washington 98036
LSA FILE NO: 4393
ENGINEERING DRAINAGE REPORT
for
High Street Residence
PACIFIC EMERALD HOMES, INC
18415— 94" Street
Edmonds, Washington
City of Edmonds File No. S-03-
April 2003
L
WA
38508
-ST
L
FEXPIRES 811710,41
Prepared By: Robert L. Long, PE
0 = l"IIII! ()
EN GIN EE R3 ISURVEYORIZ
�� M M -
Lovell-Sauerland & Associates
19400 33rd Avenue W. Suite 200
Lynnwood, Washington 98036
LSA FILE NO: 4393
INTRODUCTION
This report was prepared to support the building permit application submission to City of
Edmonds for the construction of a single family resident by Pacific Emerald Homes, Inc.
The property is located at 18415 94 th Street Edmonds, Washington. The primary issues
of concern are to address detention of the on -site storm drainage run-off and grading
calculations.
TABLE OF CONTENTS
NUMBER OF
SECTION CONTENTS PAGES
A. Project Description ........................................ 1
B. Site Plan, House Plan, Vicinity Map and Existing Conditions Map .... 4
C. Detention Summary and Calculations .......................... 3
D. Grading and Erosion Control Summary and Calculations ........... 2
High Street Residence Apri/2003
Lovell-Sauerland & Associates LSA File No. 4393
I
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PROJECT DESCRIPTION:
Site location. The site is in the NE 1/4 of section 13, Township 27, Range 3, W.M. The
City has assigned a street address of 18415 — 94 1h (High) Street (Tax Parcel Number
00565600101804).
Site description. The site consists of a skewed rectangled shaped a lot, with an average
depth of about 207 feet and 98 feet wide. The area of the site is about 0.45 acres. Access
to the site is from a shared private road off of 94 1h (High) Street west of the site.
There is an existing house on site, which is proposed to be razed. Topographically the site
generally slopes from east to west. The highest high point of the property is located near
the front southeast corner, with the lowest point being located at the back, northwest
corner. There is about 20 feet of total drop between the high and low points of the site.
Majority of the drop is located on the back half of the lot (where slopes range between 18%
and 20%). From the SCS soils survey for Snohomish County, the designated soil is
Alderwood sandy gravelly loam.
Proposed project. The current proposal is to construct a single-family resident in the
location of the existing residence. The new resident will use the same private access road
to access 94 1h (High) Street. An underground detention pipe is proposed to be installed
near the southwest corner of site adjacent to the proposed driveway. All of the impervious
surfaces from the resident and driveway, as feasibly possible, shall be collect and detained
in the detention pipe vault. A small area associated with a back patio and roof area may
be by-passed from the system due to it's low elevation. One half foot of dead storage in
the detention pipe together with the oil/water separator tee (flow control tee) are proposed
to provide water quality for the collected run-off. The discharge from the detention system
will be a point discharge to the existing gutter along the north side of shared private
driveway.
The following list summarizes the proposed detention system, the actual input/output data
is attached.
Detention System = 28 LF of 54" CMP Pipe (w/ Y2ft. of dead storage)
Required (minimum) Storage Volume = 484 cf
Design Storage Volume = 502 cf
High Street Residence
Lovell-Sauerland & Associates
Apri/2003
LSA File No. 4393
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High Street Residence Apri/2003
Lovell-Sauerland & Associates LSA File No. 4393
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High Street Residence Apr#2003
Lovell-Sauerland & Associates LSA File No. 4393 B
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LECA ICIOIO TOTAL SIATION MR FICID TRAVERM
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SURVEYOR'S CERTIFICATE
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CER"FrATE NLUAINCR—
F.M. INDUSTRIES, INC.
3924-204th St. S�W.
Lynnwood. Wa. 9803B
Pho— (425)778-1649 (Offi..)
(425)778-6892 (F—)
AS SHOM
LEGAL DESCRIPTION
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017� AT A POW 170.00 FEET EASTMY OF THE S=1,116EW CORHER ]HEREW.
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OW FEET EAST OF THE COMM
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THENCE � 1, 00 00' REST N A SOUTHERIT DIRECTION TO A PONIFT ON
tRIr o,, wT Ia. -TH, a 2".a `EE, o,' THE � omot nevor.
"M ", FEET TO � oI,
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ALSG EASSANT. MDETHER """ OTHER � s. FOR 80GREW AND EGRESS OVER THE som
10 FEET OF THE IIf3T 270.0 FEET OF SAID LOT 14 AND OlIER THE NORTH 10 FEET OF IN
IIIST 279 a rM OF LOT III. IH sAm aOQK 1. 1
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CHECKED Or. wrl/0'
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DETENTION SUMMARY AND CALCULATIONS:
Stormwater detention is proposed to be designed to the City of Edmonds standards.
Developments which are under one acer and do not discharge directly or indirectly to a
stream are required to maintain the predeveloped condition peak runoff rate for the 10-
year, and 100-year, 24 hour design storms (with a minimum control orifice size of 5/8").
WaterWorkSTm Release 4.13 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. The existing site cover is assumed to be forested. Due to the relatively small
size of the project area, a conservative estimate of ten (10) minutes for the existing time
of concentration and five (5) has been assumed.
Detention Calculation Summary Table:
Recurrence interval:
1 0-Year
1 00-Year
Existing runoff
0.04 Cfs
0.12 cfs
Developed runoff
0.12 cfs
0.21 cfs
Design discharge
0.04 cfs
CfS
Design detention storage 317 cf 484 ef
LEVEL POOL TABLE SUMMARY:
MATCH INFLOW -STO- -DIS- -PEAK- OUTFLOW STORAGE
<--DESCRIPTICN---> (Cfs) (Cfs) --id- -id- -STAGE> id (cfs) VOL (ci)
---------- -------
10 YEAR ................. 0.04 0.12 P1 01 9726 1 0.04 317.34d
100YEAR ..................... 0.12 0.21 P1 01 98.78 2 0.12 484.13d
OUTFLOW AFTER DETENTION: STAGE FLOW RATE
10 YEAR ...................... 97.26 0.04 cfs
100 YEAR ..................... 98.78 0.12 cfs
BASIN SUMMARY:
BASIN ID: E010 NAME: EXISTING 10 YEAR
SCS METHODOLOGY
TOTAL AREA 045Acres BASEFLOWS- 0.00cfs
RA NFALL TYPE TYPE1A PERV IMP
It
PRECIPITATION 2.00inches AREA..: 0.45Acres O.00Acres
TIMEINTERVAL.. 1000min CN : 8,rff-� 0.00
TC 10.00 min "0_90r5
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.04 cfs VOL: 0.02 Ac-ft TIME: 500 min
BASIN ID: E100 NAME: EXISTING 100 YEAR
SCS METHODOLOGY
TOTAL AREA 0.45Acres BASEFLOWS: 000cfs
RAINFALLTYPE. TYPE1A PERV IMP
PRECIPITATION 3.00inches AREA..:J.45A 0.00 Acres
Sres
TIME INTERVAL 10.00 min CN 81.OT-7 0.00
TC : 10.00min e&`min
ABSTRACTION COEFF: 0.20
PEAKRATE: 0.12cfs VOL: 0.05Ac-ft TIME: 500min
BASIN ID: D010 NAME: DEVELOPED 10 YEAR BASIN ID: D100 NAME: DEVELOPED 100 YEAR
SCS METHODOLOGY SCS METHODOLOGY
TOTAL AREA 0.45 Acres BASEFLOWS: 0.00 cfs TOTAL AREA 0.45 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE TYPE1A PERV IMP RAINFALL TYPE TYPE1A PERV IMP
PRECIPITATION 200inches AREA � 029Acres 016Acres PRECIPITATION 300inches AREA - 0.29Acres 0.16Acres
TIMEINTERVAL.. 1000min CN - 8TOq7--98 Or-- TIME INTERVAL 10.00min CN 86.00 98.00
TC - 5 00 min 5.00 min TC - 5.00 min 5.00 min
ABSTRACTION COEFF: 0.20 ABSTRACTION COEFF: 0.20
PEAK RATE: 0.12 cfs VOL: 0.04 Ac-ft TIME: 500 min PEAK RATE: 0.21 cfs VOL: 0.07 Ac-ft TIME: 490 min
High Street Residence Apr#2003
Lovell-Sauerland & Associates LSA File No. 4393 C-1
High Street Residence ILSA No. 4393 Jan 2003
SCS Weighted average curve number calculations
SCS Hydrologic Soils type: --- > C Total
S.f Ac.
Total Site Area 19,554 0.449
Existing conditions (areas in square feet)
Collected
Assumptions:
CN:
Undisturbed forest land
76
Second growth forest
81
Meadow or pasture
85
Grass, > 75% coverage
86
Grass, > 50% coverage
90
Impervious
98
Total Weighted CN for each basin:
81.0
Pervious:
Area, acres:
0.449
Percent pervious area:
100.0%
Weighted CN:
81.0
Impervious:
Area, acres:
Percent impervious area:
Future conditions
Total AC:
0.449
Total sf:
19,554
Assumptions:
CN:
Undisturbed forest land
76
-
Second growth forest
81
Meadow or pasture
85
Grass, > 75% coverage
86
=12,�54
Grass, > 50% coverage
90
Impervious Calculation
.98
Total
House and Garage
Driveway
4,000
2000
Deck, patio, and walk
1,000
Total Weighted CN:
90.3
Pervious:
Area, acres:
0.288
Percent pervious area:
64.2%
Weighted CN:
86.0
Impervious:
Area, acres:
Percent impervious area:
0.161
35.8%
Weighted CN:
98.0
High Street Residence
Apr#2003
Lovell-Sauerland & Associates
LSA File No. 4393
C - at
STAGE STORAGE TABLE:
UNDERGROUND PIPE ID No. PI
Description: DETENTION PIPE
Diameter 4.50 IL Length: 31.00 ft.
Slope : 0.0000 RM upstr: dnstr
STAGE <-STORAGE- STAGE -STORAGE- STAGE -STORAGE- STAGE <-STORAGE
(ft) --cf- -Ac-Ft- (ft) -d- -Ac-Ft- (ft) --d- -Ac-Ft- (ft) --- cf- -Ac-Ft-
94.50 0.0000 0.0000 95.70 105.55 0.0024 96.90 267.43 0.0061 98.10 422.84 0.0097
94.60 2.7542 0.0001 95.80 118.04 0.0027 97.00 281.32 0.0065 98.20 433.75 0.0100
94.70 7.7370 0.0002 95.90 130.83 0.0030 97.10 295.14 0.0068 98.30 444.15 0.0102
94.80 14.116 0.0003 96.00 143.86 0.0033 97.20 308.87 0.0071 9&40 453.95 0.0104
94.90 21.581 0.0005 96.10 157.12 0.0036 97.30 322.47 0.0074 98.50 463.09 0.0106
95.00 29.945 0.0007 96.20 170.56 0.0039 97.40 335.91 O.00T7 98.60 471.45 0.0108
95.10 39.080 0.0009 96.30 184.16 0.0042 97.50 349.17 0.0080 98.70 478.92 0.0110
95.20 48.884 0.0011 96.40 197.89 0.0045 97.60 362.21 0.0083 98.80 485.30 0.0111
95.30 59.279 0.0014 96.50 211.71 0.0049 97.70 374.99 0.0086 98.90 490.28 0.0113
95.40 70.197 0.W16 96.60 225.61 0.0052 97.80 387.49 0.0089 99.00 493.03 0.0113
95.50 81.581 0.0019 96.70 239.54 0.0055 97.90 399.65 0.0092 99.10 493.03 0.0113
95.60 93.380 O.W21 96.80 253.49 O.GO58 98.W 411.45 0.0094
Calculated Pipe = 31 ft. of 4.5 ft. diameter pipe.
Additional Storage provided in CB Manholes:
1- Type 2 CB Manholes (48 inch)
Volume in active 4.0 ft. = [ (3.14) x (2)'x (4)]
Volume = 50 c.f.
Equivalent Length of 4.5 ft. diameter pipe = (50) / [(3.14) x (2.25)2
Length = 3.1 feet.
Net Required pipe = 28 feet of 4.5 ft. diameter pipe
STAGE DISCHARGE TABLE:
MULTIPLE ORIFICE ID No. 01
Description: CONTROL ORIFICE
Outlet Elew 95.00
Elev: 95.00 ft Orifice Diameter: 1.0000 in.
Elev: 97.40 ft Orifice 2 Diameter: 1.5000 in.
STAGE <-DISCHARGE-> STAGE <-DISCHARGE-> STAGE -DISCHARGE-> STAGE -DISCHARGE
(ft) --cfs- -
(ft) --cfs- -
(ft) --cfs- - (ft) -Cfs- -
--- --------------
95.00 0.0000
96.30 0.0309
97.60 0.0711
98.90 (11284
95.10 0.0086
96.40 0.0321
97.70 0.0780
99.00 0.1315
95.20 0.0121
96.50 0.0332
97.80 0.0840
99.10 0.1346
95.30 0.0149
96.60 0.0343
97.90 0.0894
99.20 0.1375
95.40 0.0172
96.70 0.0354
98.00 0.0943
99.30 0.1404
95.50 0.0192
96.80 0.0364
98.10 0.0989
99.40 0.1433
95.60 0.0210
96.90 0.0374
98.20 0.1032
99.50 0.1460
95.70 0.0227
97.00 0.0384
98.30 0.1072
99.60 0.1488
95.80 0.0243
97.10 0.0393
98.40 0.1111
99.70 0.1514
95.90 0.0257
97.20 0.0403
98.50 0.1148
99.80 0.1540
96.00 0.0271
97.30 0.0412
98.60 0.1184
99.90 0.1566
96.10 0.0285
97.40 0.0420
98.70 0.1218
100.00 0.1591
96.20 0.0297
97.50 0.0622
98.80 0.1251
High Street Residence Apr#2003
Lovell-Sauerland & Associates LSA File No. 4393 C-3
I
IGRADING AND EROSION CONTROL SUMMARY AND CALCULATIONS:
J
J
I
I
I
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 BIVIP 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:
Cut: 460 CY
Fill: 300 CY
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.
High Street Residence Apri/2003
Lovell-Sauerland & Associates LSA File No. 4393 D-t
Grading Quantity Calculation:
The following grading quantity estimations were calculated using a computer modeling
program within the AutoCAD computer drawing.
Site: 4393
Stratum: grading quantity
eg fg_subgrade
Site Volume
Table:
Unadjusted
Cut
Fill
Net
yards
yards
yards
Method
453
308
144 (C)
Composite
459
306
153 (C)
End area
344
240
104 (C)
Grid
Site Grading Quantity:
Cut: 460 CY
Fill: 300 CY
High Street Residence Apri/2003
Lovell-Sauerland & Associates LSA File No. 4393 D-a
� () Lovell-Sauerland and Associates, Inc. Phone 425-775-1591
400� Z 19400 33rd Avenue W Suite 200 Fax 425-672-7998
E N 0 1 N E E R 3 1 1 U Y E Y 0 A a
M M — Lynnwood, WA 98036 Phone 800-77S-7663
MEMORANDUM File No. 4393
Date: July 11, 2002
To: City of Edmonds, Plans Reviewer
From: Robert Long, PE
Re: Pacific Emerald Homes: High Street Residence
-Requested Plan Revisions (Storm tight -line & Grading Calculations)
This memo is a conformation on the requested site plan revision (tight -line drainage release) and detail
grading calculation information. The items below summarizes the requested revisions and information.
1. As requested the detention release will be tight -lined to the existing catchbasin at the low -point of the
private driveway west of the site. The estimated 1 00-year flows from the site is 0.21 cfs. The capacity
of a smooth -walled 6" pipe at 1.0% slope is 0.60 cfs (per Mannings Equation). Therefore, all of the
proposed conveyance pipes have been revised to 6" pipes at a minimum slope of 1.0%. See revised
site development plans.
2. Attached are copies of grading cross -sections and the computer generated grading calculations. A
cut and fill worksheet summarizes the cross-section grading calculation method. The computer method
is more accurate due to the fact it analyzes the 3-D surfaces of the final and existing grades not just 2-D
sections through the site. It is noted that the manual cross-section calculation method is below the
computer generated grading calculations. Thus, the estimated grading calculations are: Cut = 460 c.y.
and Fill = 300 c.y.
Thanks for your time and effort in reviewing the above information. If you have any questions or need
additional information, please give me a call.
RECEIVED
JUL 1 12003
PERMIT COUNTER
Robert Long, PE
(425) 775-1591 SITREET FILE
GRADING—QTY-2
site volume Table: unadjusted
Cut Fill Net
yards yards yards method
Site: 4393
stratum: grading quantity eg fg—subgrade
453 308
459 306
344 240
Grading Quantity Calculation:
144 (c) composite
153 CC) End area
104 CC) Grid
The above grading quantity estimations were calculated using a computer modeling program
within the AutoCAD computer drawing.
Site Grading Quantity:
Cut: 460 CY
Fill: 300 CY
Page 1
-Z/, 3
---------- ;
X
1p
A
1p
-32
/cp
-P A
EXISTING
L
7+22
R ESIDENCE
co
CONCRETE
PATIO
CONCRETE
PATIO
-95M,
F.F.-IOS.50'
.,\,L
qop
C -.e
/
jbP
PROP 03
RESIDENCE 0+
Lo 5.50'
i
MAIN FLOOR - 105.50'
t;7
GARAGE FLOOR i 104.83'
MAX. RIDGE 12�1.70
0+82
RCK--
d.
Y"
0+68
0+60
GARAGE FLOOR 104.83'
CONCRETE
blqi�EwAy.
- - - - - - - - - - - - - - - 1()4
10
. .....
<
— — — — — — — — —
— —
0+24
----------------
loo;� 71.
-Alf,
...........
-H
%b
98
-- --------
10&7r
Ix
----- 0+()0
----------------00-W
— — — — — — — — — —
— — — —
— --- — — —
---------------
-----------------
--------------------------
-3//31
CUT AND FILL WORKSHEET
11-Jul-03
Pacific Emerald Homes: High Street Residence
LSA No.4393
Cut Area
Fill Area
Volume of
Volume of
Volume of
Volume of
Section Separation at Elev.
at Elev.
Cut, CF
Fill, CF
Cut, CY
Fill, CY
Match 0 0
0
0
0
0
0
0+00 20 45.1
15.6
451
156
17
6
0+24 24 3.8
52
587
811
22
30
0+60 36 0
152.7
68
3,685
3
136
0+68 8 102.9
39.7
412
770
15
29
0+82 14 188.7
12.3
2,041
364
76
13
0+98 16 139.6
0
2,626
98
97
4
1+03 5 115.9
0
639
0
24
0
1+22 19 97.4
0
2,026
0
75
0
1+32 10 76.9
0
872
0
32
0
Match 17 0
0
654
0
24
0
10,376
5,884
384
218
q/13
11(lOO...............................
_--'-'--_----_---__-'_-'----_---------_--_---_-'--'----_-----'--_
--------------
45.1
DATUM ELEV
=""° 4000 8000 12000 16000
11(lU8............................... -........ ---_----........ -_'-------...... _-_--_--------'--.......
--'------------'----
DATUM ELEV
~~~~ 4000 QODD 12000 160l0
SECTION 0+24
110.00 ............................... ...... ...... ......
105.Od ................................
................................................................ ................................ ............................... ................................. I ............................... ................................
152.7::
............................... ..................
100.0 ..... ................................................................ ................................................................................................ . ...............................
ri
------15 .2
7
95.00:
................................ ..............................
.. .. ......................... ................................ ................................ ............................... ................................ f
DATUM ELEV
............... . ................................................................................................ . ................................................................................................ . ................................
90.00 40.00 80.00 120.00 160.00
GRaLIP Quick Section
SECTIaN 0+60
11O.00...............................
.... ...... ......
--_--------------------------------------------------'--'
---------
4.5
17.0
100.00 ....� .......................................................................................'.........................'...'
________ ________ ________............................... ................................ ............................... ...............................
DATUM ELEV
--���7�7-----'----------------------------------________________________________________________
GROUP omckSection 4000 8000 12000 160.00
4
�—
110.00 ...............................
105.0d .................
............... ............................... ................................ ................................ ............................... ................................................................. ...............................
1.3
---- ----- — ----
11.0 2.4
------------
-- — -------
100.00 ............................... . ............................... ............... .......... ..................... ..........
!86.3
95.00::
.......... ................................ ....... . ........... .......... ............................... ................................
A
DATUM ELEV
90.00 .......... .....................
GROUP Oulck Sectlon 40.00 80.00 120.00 160.00
SECTI13N 0+82
11{lOO...............................
--------------------------
139.6
�
�-__-_-z��--'----_-�--- _----�---_----_---------�-------_--_--_----_-----_-- -
~~~ 4000 8000 12000 160.00
11[iOO............................... ....... ------__--....... _'______.......
_________________________________________
__ ________
-------------------------------
__ _________ ___ _________ ________________ _________
95.00:
............................. ............... ............................... ............................................................. ...............................
DATUM ELEV
—_—����--_-------_---__------------__''---'--'---'_------_--_-----_—_------'_-----__--
umnp oUmxection 40.00 8000 12000 160.00
SECTION 1-03
110.0a ............................... ...... ..... ........................
....... ............................... ................................ ............................... . ...............................
105.od .....................
........... ............................... ................................................................. ................................ ................................ ............................... I ................................
100.00 ..................... ......... . ................................................................................... ..... ............................... ................................................................. . ...............................
q5.2
95.00:; ................................
............................... . ........... ...... . .................................................. ................................ ............................... ................................
DATUM ELEV
— : ............................... ............................... ............. ........
90.00
GROW Quick Section 40.00 80.00 120.00 160.00
SECTION 1+22
11O.OU............................... ---'-----'_--_----'--'-_----'_-------_'_-----_-------_-.......
_�
6.9
~~~~ 4000 QOOO 12000 16000
DATE RECEIVED
PERMIT EXPIRES
LT77A)
OSE PERMIT
ZONE NUMBER
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION JOB SL
ADDRESS
ME
["!WNER NAMENAAFi-OF BUSINESS sees
MAILING ADDRESS
%J�A OD�)-
ZIP TELEPtLONE
fvm000s uos+
NAME
Rm'41&
ADDRESS
1? 4 z -3 - \ Pas 5\4
CV>.N zip 4TELEPHONE
NA�%LA r
_\ 0 (061
cgx, TELEPHONE
LDiv\otA9_s 44S I aw
TATE LICENSE NUMBER EXPIRATION DATE
Ac \ VeH 09 0 �m WO-3
PROPER I Y TAX ACCOUNT PARCEL NO
r%— I , — a J,% a — I
;PEW
RESIDENTIAL
P-1
PLUMBliG MECH
ADDITION
COMMERCIA, L
COMPLIANCE OR
CHANGE OF USE
REMODEL
MULTIFAMILY
SIGN
REPAIR
ING CYDS
All
o FENCE
( — X—FT)
13 DEMOLISH
1:1 TANK
13 OTHER
IGARAGE
m
RETAINING.WALL
13 ROCKERY
FIRE SPRINKLER
-FIRE ALARM
&YPE OF USE, BUSINE R ACTIVITY), EXPLAIN:
.1�010
NUMBER NUMBER OF
OF ' DWELLING
STORIES 2- UNITS
DESCRIBE WORK TO BE DONE
PLAT NAME/SUBDIVISION NO. ![LOT
NO.
LID NO.
LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approved
RW Psmdt Required
Street Use Penrift R*16
EXISTING — PROPOSED
REQUIRED DEDICATION— FT
UnderWound
bK
METER SJZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
1,0>/
1 0
"E 13 NO C3
IEMARKS z
.
FOR EROSION CONTRD6d1WiiAGE z
�tINERXONTRAqljC� RE SPONSIBLE
Ile"Nal., lVeltmali C&M TInfivorux-
Ixiwrla� 5-0. W wamlple- 6-
D496w" iV;:i60A c,(16raf-�41
31NEERING REVIEWED 13Y DATE '
FIRE REVIEWED BY OAT
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cc
rL
'-VAIANCE OR CU
SHORELINE OR ADB#
INSPECTION
&OND
REQ2/
�YESJM&Qis
POSTED
SEPA REVIEW
SIGN AREA
HEIGHT
COMPLETE EXE,,MPT
ALLOWED PROPOSED
ALLOWE PROPOSED
:.Xp ,
LOT COVERAGE
REQUIRED SETBACKS (Fr.)
PROPOSED SETBACKS (FT.)
ALLOWED PROPOSED
FRONT SIDE REAR
FRONT L/R SIDE REAR
1 :Z5
PARKING
LOT AREA
I PLANNING REWnI D BY 6ATE
PROVIDED
7 1
1, /0
P3
REMARKS
CHECKED BY ITYPE OF QONSTRUCTION CODE I OCCUPANT
i�4 V—Al GROUP 102
CRITICAL .14M 0M..2
AREAS —(OLP SPECIAL INSPECTION JAPM 1, A OCCUPANT
I jr
NUMBER REQUIRED Q412S tp 5;111VL3 LOAD
RiM6RKS'
PRbGRESS INSPECTIONS PER USC 108/FINAL INSPECTION RE4YD
_#2 77
17� As
Cgo E I 1ZLO-Sk PE%
Jew f
PLAN CHECK NO:o, d- J., VESTED DATE
09;1:�FAWC
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS. MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
PERMITAPIPLICATION: 180 DAYS
PERMIT UMM I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF OINK PERMIT POR MORE INFORMATION;
'APPLICANT, ON BEHALF OF HIS IDA HER SPOUSE, HEIRS, ASSIGNS A I No SUCCESORS
IN INTEREST, AGREES TO INDEMNIFY DEFEND AND HOLD HARMLESS THE CITY OF
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
NOR LIMIT IN ANY WAY THE CnYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.,
I HERE13Y ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVE IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
N IS
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
ATTENTION
VALUATION
$
Descriptlon
FEE
Description
Plan Check
State Surcharge
Building Permit
7
City Surcharge
Plumbing
LAE
Mechanical
7e2
Grading
Engr. Review
Engr. Inspection
FEE
Fire Review
Plan Chk. Deposit
N f
AAff
Fire Inspection
Receipt #
Landscapelnsp.
Total Amt Due
q q1 7S
Recording Fee
Receipt #
APPLICA1
CALL
FOR INSPECTION
This application Is not a permit until signed by the
Building Officlall or his/her Deputy: and Fees are paid, and
. receipt Is acknovAedged In space provided.
OFFICIALS SIGNATURE DATE
IAO
1425)
771-0220
M 1333
REnj,
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL j 1��,
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL -FILE YELLaW/INSPECfTC
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK -OWNER GOLD -ASSESSOR
04/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN - ACCOUNTING
V
ATE RECEIVED
iRMIT EXPIRES
f
USE PERMIT
CITY OF EDMONDS
A4`7
ZONE NUMBER AN
CONSTRUCTION PERMIT APPLICATION
JOB
ADDRESS
rIZ11,6 /_)/A�
ER E F BUSINE
SV
PLAT NAME/SUBDIVISION NO.
LOf NP/
LID NO.
ovav
AMLING ADORES
LID FEE S
-?19$ la-b
PUBLIC RIGHT OF WAYPER OFFICIAL STREET MAP
TESCI"Approved
RW Fwffdl Required
Street Use Penns Raq'd
CITY ZIP
TELEPHONE
EXISTING 'PROPOSED
Impaction Required
Sidewalk Required
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REMARKS
PROG RESS INSPECTIONS PER UBC I 08/FINAL INSPECTION RECfD
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171J 49
VALUATION
Descriplioh
FEE
Description
FEE
Plan Check
State Surcharge
HEAT SOURCE
GLAZING
LO . T. SLO. . PE %
Buil. I ding Pe . rmit
City Surcharge
PLAN CHECK NO:
VESTED DATE
Plumbing:.
Mechanical,
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
t:
BE DOME 0 N PRI[VATE PROPERTY ONLX ANY CONSTRUCTION ON THE PUBLIC
Gradin 9
32
DOMAIN (CURBS, SIDEWALKS, DRIVE*AYS, MARaUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
Engi. Review.
PERIMITAPPLICATION: 180 DAYS.
IL
PERMIT UMrP.1 YEAR - PROVIDED WORK is STARTED wrFHIN 180 DAYS
Engr. Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
Fire Review
Plan Chk. Deposit
IN INTEREST, AGREES TO INDEMNIFY, 0 EFEND AND HOLD HARMLE Ss THE CITY OF
a
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND. .
ire Inspection
F
Receipt #
IALL
CLAIMS FDA DAMAGES OF WHATEVER NATURE� ARISING DIRECTLY OR INDIRECTLY
9
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
xi
NOR LIMIT IN ANY WAY THE CIT'YS ABILITY TO EN FORCE ANY ORDINANCE PROVISION."
Recording Fee
Receipt #
I HEREBY ACKNOWLEDGE THAT I HAVE RE ' AD THIS APPLICATION; THAT THE INFORMATION
APPLICATION
APPROVAL
GIVEN IS CORRECT� AND THAT I AM THE'OWNER, OR THE,DULY AUTHORIZED AGENT OF
THEOWNER. I AGREE TO COMPIYWFTH*C[tY AND STATE LAWS REGULATING CONSTRUC-.
CALL
This application Is not a pennit 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 acknoarledged In sPace provided.
WORKMEN'S COMPENSATIOUJU RANCE AND RCW 18.27.
OF IFLY LS 8104ATURE PAT
ENT)'
DATE SIGNED
12110
1426)
CRE
771-0220
1�7Z
A-
. BY
SFn DAft
ATTENTION
Off 1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI--
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
ORIGINAL- FILE YELLOW -.INSPECTOR
PINK - OWNER GOLD - ASSESSOR
04/02 PRESS HARD -YOU ARE mAKINGS COPIES GREEN - ACODUNTING
City of Edmonds Permit No: V16 AA
RIGHT-OF-WAY CONSTRUCTION PERMIT IssueDate:
A. Address or Vicinity of Construction: 4. -0-
B. Type of Work (be specific): CVA)&�.Q IV 710 C I III g'1)WJV1 3 V�� I t74KI
C. Contractor: I 1AL.0 ContactSwe,
Mailing Address: 4b ?2exg S ja� Phone: ci-I'D ?-e6il
-C,44 ty
State License # ?61 C_ I C Liabili' Insurance:* Bond:$ 170, OW
D. Building Permit # (if applicable): n�05-78 Side Sewer Permit # (if applicable):
E. Commercial
Multi -Family
INSPECTOR:
El Subdivision
Single Family
,x
F. PAVEMENT CUT: El YES NO
CONCRETE CUT: El YES El NO
EJ City Project E] EUC (PUD, VERIZON, PSE, AT& T, OV7)
Other
G. SIZE OF CUT x
INDEMNITY.- Applicant understands by his/her iignature -to this application helshe holds the City of Edmonds harmless ftom
injuries, damages or claims of any kind or, description whatsoever, foreseen or unforeseen, that �may be, made against the City of
Edmonds or any of. 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.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOW!NG THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES 97LL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BYCITYFORCES, AT WHICH TIMEA DEBITOR CREDIT 97LL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT. .
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 material prior to the end of the Workday - NO EXCEPTIONS.
Three sets of construction drawings of pro"posed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
IHAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THATIMUSTMAKE THE PINK COPY OF THE PERMITA VAILABLE ON SITE A TALL TIMES FOR flll�ECTIONS
Date
FOR CITY USE ONLY
Approved by:. T) - At C46wr Right-of-way Fee: S-0-
Time Authorized: Void After Disruption Fee/Fund'111:
Special Conditions:
Restoration Fee: .
Total Fee:. t7-
ReceiptNo: —/),04/47e
Issued by:
UPON COMPLETION OF PERMITTED WORK3,. ANENGINEERIN.G FINAL'
INSPECTION IS REQUIRED PER C APT OF THE EDMONDS
'H
COMMUNITY DEVELOPMENT O�DE 1-0220, Ext. 1326)
FINAL APPROVAL OF PERMITTED WORK. DATE:
��ector's Signature
For
uirements see
ection Information handout.
M___
NO WOIZK SHALL BEGIN 141101Z TO 1)1'AZM1T ISSUANCE
6AMy Documents\Forms\Eng�g\ROWpermit—.doc
— - - - - - - - - - - -
9_8g�07'00-W
86.90'
17
--------------
WOOD RET.- WALL-
X- ---------------
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INSTALL FILTER
FABRIC FENCE(TYP.)
x x
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SCALE 1 "=20'
1 0 0 30
0 20
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A
EXISITNC TREE TO REMAIN 0
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L
-100
EXISTING TREE TO BE REMOVED A
N
L
EXISTING
CONCRETE CONCRETE
RESIDENCE PATIO PATIO
Co f.F.=95.50' = 105.50'
CV F.F.
CV CONSTRUC'nON SEQUENCE
1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING
INSPECTOR (771-0220) TO SET UP MEETING.
__j G
2. CALL FOR UTILITY LOCATIONS (1-800-424-5555).
3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN.
4. FLAG CLEARING LIMITS.
PROPO$ED 5. INSTALL AND MAINTAIN CATCH BASIN PROTECTION (AS NEFDED)
1 001 KE
'OL I RESIDEN, 6. CLEAR SITE PER THIS PLAN (DEMO, ROUGH GRADING
iv 1 1,
A&
910
MAIN FLOOR = 1105,50' 7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA
LOWER FLOOR 95.50'
GARAGE FLOOR '104.83' REQUIREMENTS.
MAX. RIDGE 12�30'
8. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, ETC.).
--ACTUAL RIDGE 1125.3125' 63
9. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION.
TEMPORARY/,'ColvSj� 10. HYDROSEED AND MULCH ALL EXPOSED AREAS.
ENTRAAf�E UCTI
11. REMOVE ESC DEVICES ONCE PERMANENT SITE'STABILIZATION
ICED MEASURES ARE INSTALLED.
L / / / - -4 k \ \j
TOP ACCESS 5 GRADING QUAN11TIES:
W/SOLID LOCKING LID 9
-z TOTAL CUT = 460 C.Y.
MAXIMUM DRIVEWAY SLOpg TOP 103.0±(F.S.) P/ 4\6 TOTAL FILL = 300 C.Y.
ALLowED 14ol 0
THE QUANTITIES 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.
d
S
NOTES:
"luNTRA fA 1. EXISTING UTILITIES ARE SHOWN PER AS-BUILTS AND OWNERS
biOSION TONS
""'TOR IS RESPCNSISLE
CONTROL AAD DROVAGE TO RECOLLECTION. CONTRACTOR TO VERIFY UTILITY LOCA
PRIOR,TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED
EXIs-nNd ROCKERf CONTACT ENGINEER IMMEDIATELY.
TO BE,IREMOVED flll
rn CALL BEFORE YOU DIG: 1-800-424-5555
2. ADD11IONAL UTILITY EASEMENTS MAYBE REQUIRED DEPENDING ON
Fri
CA EXISTING UTILITY LOCATIONS.
rr, 3
9 C;
CB # yr i= :=I d 3. CONNECT ROOF DRAINS AND DRIVEWAY INLETS TO DRAINAGE SYSTEM.
b1 0 � -0 -) ------------ 104
Z Z
48"DIA., TYPE
4. ALLOWABLE IMPERVIOUS SURFACES:
W/RESTRICTOR
T'O
RIGHT-OF-WAY CONSTRUC /I co HOUSE & GARAGE = 4.000 SF
g IN 0 .. :.kjz DRIVEWAY = 2,000 SF
'Amu INSPEC �Uj� WD' ri
,T110N REI 11 8 101.0.±(F.'.) ON WALKWAYS, PATIO & DECKS = 1.000 SF
O.F. 99.00 TOTAL = 7,000 SF
INV. 95.00-
& 24-1 TION BEFORE
10 ;6`_ 'Ile 9F, 5. CALL ENGINEERING DIVISION (771-0220) FOR A INSPEC
BACKFILLING AND FOR FINAL INSPECTIONS.
6. RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF DRAINAGE
ACCEPTA&E TIGHTLINE SYSTEM ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE
MATERIAL PROPERTY OWNER. MATERIAL ACCUMULATED IN THE STORM PIPES
J MUST BE FLUSHED OUT AND REMOVED FROM THE CATCH,BASINS
SDR 35 --------
ALLOW PROPER OPERATION.
SCH 40 TO
EX. FENCE 7. BOUNDARY AND TOPOGRAPHY INFORMATION PROVIDED BY"
N-12
F810 HANCOR t I TP BE REMOVE AFM INDUSTRIES, INC. (425) 778-1649
PR SED
100 1 C.
FINISHED
CONTOURS(TYP.)
-7
CONCk4TE:
AREA DRAIN #2 bk116 9 1
I I .
I 'ro 1CUR%.T.*.)
JOP = 94.00 %
IN, . =
8 108.77'
-x
w
S88*35'00
IN.
EX. CB jjoO',6_ P\/C
-------- 'APPROVED AS NOTED
BY ENGINEEdING
I G11PAVEMENT
41
_Mv All
Date: All
ro ?e�
L---------
- - - - - - - - - - - - - - - - L - - - - - - - - - - - C\j
0
- - - - - - - - - - - 00
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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PUGET DR.
CASPERS ST.
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DAYTON ST.
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VICINITY MAP.
N.T.S.
gum=
APPLICANTIOWNE
PACIFIC EMERALD HOMES
P.O. BOX 822
EDMONDS, WA 98020
TELEPHONE : (425)771-5313
PROJECT CONTACT: SIGVE HELLEREN
ENGINEERING
LOVELL-7rSAtIFRI A14D & ASSOCIATES, INC.
19400"33RD AVENUE W., SUITE 200
LYNNWOOD, WA 98036
TELEPHONE: (425)175-"1591
PROJECT CONTACT: ROB LONG
SITE ADDRES
18415 94TH AVE. W.
EDMONDS, WA 98020
iE
00
S.R. 524
STMET FILJ
RIECEIVED
JUL 1 12003
PERMIT COUIqTER
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY.
CITY ENONEER
SITE DEVELOPMENT PLAN
FOR
l " H STREET RESIDENCE
un
IN SE1/4,NE1/4 OF SECTION 13,T.27N.,R.3 E.,W.M.
. CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
SHM NO.
Lovell— Sauerland & Associates, Inc.
Engineers/Surveyors/Planners/Development Consultants
of,
19400 33rd Avenue W., Suite 200 9 Lynnwood, WA 98036 e (425)775-11591 * (425)672-7998 F)
DRAWN CHECKED DATE F.B. SCAM FRE NO.
Mm RH 4-25-03 345 & D.0 1*=2w 4393-0-02
12003
m
GENERAL NOTES
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 NOTIFY 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
NTH THELENGTH 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 COMPLE11ON OF THE SITE IMPROVEMENTS AND UNDERGROUND
UTILITIES, THE CONTRACTOR THROUGH HIS CONSULTING ENGINEER
SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS W111CH
INDICATED THE LOCATION OF ALL SITE IMPROVEMENTS INCLUDING SIDE
SEWER LATERALS OR TEES, WATER LINES OR OTHER PERTINENT
INFORMATION.
6. UNDERGROUND WRING REQUIRED NTH STREET LIGHTING (PRIVATE).
7. WATER SERVICE NTH METER BOX AND CURB STOP REQUIRED FOR EACH
LOT.
8. THE CONTRACTOR SHALL ARRANGE FOR AND MAKE AIR TESTS OF
SANITARY SEWER AND SEWER CONNEC11ONS UNDER. THE SUPERVISION OF
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 CONSTRUC11ON IS IN PROGRESS.
11. IT SHALL BE THE RESPON SIBILITY 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 NTH
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 UNTIL IMMEDIATELY PRIOR TO PAVING.
15. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL BE
CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN
ACCORDANCE WITH THE APPROVED TEMPORARY EROSION /SEDIMEN TATI ON
CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY
MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTEN11AL
FOR IN SITE EROSION HAS PASSED.
16. ALL REQUIRED STORM WATER RETENTION/DETENTION FACILITIES MUST
BE CONSTRUCTED AND IN OPERAT10N 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 WTH 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 SPECIFICATIONS 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 REL40VED 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 - STABILIZAT10N OF EXPOSED AREAS
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE
APPUCATION 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 NTH 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 1 THROUGH SEPTEMBER 30).
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES
ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSIT10N 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
CONSTRUCT10N
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 NTH 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.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
AGGREGATE: 4" - 8" QUARRY SPALLS
ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE 8-12 INCHES THICK. IT MUST
EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE
ENTRANCE MUST BE AT LEAST 50 FEET.
WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED
FROM VEHICLE TIRES BY CONTACT WITH GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE
VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE
TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE
WASHING MORE CONVENIENT AND EFFECTIVE.
INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS
AND OTHER OBJECTIONAL MATERIAL. THE GRAVEL SHALL BE PLACED TO THE SPECIFIED
DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE
CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY
SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION MICH WILL PREVENT
TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODICJOP
DRESSING WITH 2-INCH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF
ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR
TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED
IMMEDIATELY.
RESTRICTOR
PLAN
N.T.S.
LID
TEMPORARY GRAVEL
CONSTRUC11ON ENTRANCE
DIA.,TYPE 2
LADDER
N.T.S.
28'-54*DIA. CMP
00.00%
24"CMP DETENTION PIPE
LOCKING FRAME AND GRATE
OFFSET WHERE OPENING IS DIRECTLY
OVER LADDER AND RESTRICTOR IS
VISIBLE AT ONE EDGE OF GRATE
IN
�15' MIN.
4' 8 QUARRi 3r-MLL3
TOP ELEV. 101.00
6* MIN.
STD. 6". STEPS
OVERFLOW ERL"EV. 99.00
PIPE SUPPORT
ALUMINUM ROD ----------
A
. A
A
A"
CLEANOUT/SHEAR GATE
28'-54"DIA.
CMP
-24 MIN.
I
00.00%
24"CMP
DETENTION
PIPE
6" PVC
)
- FLOW
INV. 5.00
FLOW
-
L RANCE
3' MIN CLEARANCE
C
2.00'
170.5-
MIN
DEAD
STORAGE
IN
V3
2.00'
\,"-TYPE 11 CATCH BASIN
48-INCH DIAMETER
CUT HOLE 1
(JOINT LOCATION VARIES)
IKIPU MA IM 1-5 fl%A
PLATE AND WELD
TO CMP CROSS. HOLE
TO BE SHARP -EDGED.
SHOP DRILLED.
CATCH BASIN 48m DIA., TWE 2
CATCH BASIN `4
N.T.S.
erm in
MJUINU LUtMIN%� LIU
TOP ACCESS DETAIL
N.T.S.
OVERFLOW
0.5' MIN. LOCKING FRAME & GRATE
:ONCRETE TYPE "S" 6"
XTENSION UNIT
:ONCRETE TYPE "N" 8"
'EDUCING FLAT SLAB UNIT
OR 54" DIA. MANHOLE
36" CMP, 10 GA., 3" X 1" CORR.
STANDARD GALVANIZED
LADDER STEPS
SHOP WELD 36" CMP TO
DETENTION PIPE AS SHOWN,
SEE PLAN FOR LOCATION
FINISHED GRADE--\
MAX.
DESIGN 2' MIN. 2' MIN.
SH R WSE -
GATE PER TOP ACCESS
STANDARDS 2p
MAX. 28'-54*DIA. CMP 0 0.00%
DETENTION PIPE
EL. 95.0
EL. 94.50
24" CMP 0.5' DEAD STORAGE
FLOW 0 0.00%
RESTRICTOR
TYPE 2 CATCH BASIN ELEVATION VIEW
48" DIA. MIN.
ELEV. 99.00 6- CMP ELBOW (TYP.)
ELEV. 97.40
3-
1-1/2" DIA. ORIFICE
ELEV. 95.CO
U)
DIA. ORIFICE
RESTRICTOR
N.T.S��
ALL STEEL PARTS AND
SURFACES MUST BE
GALVANIZED AND COATED
WITH ASPHALT (TREATMENTI 1)
OR BETrER.
EL. 98.50
'-6"PVC STU13 FOR
ROOF DRAIN
CONNECTION
36508
F-EXPIRES 8/17/041
NEWLY GRADED OR
DISTURBED SLOPE
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
EX. GROUND
UI
8" to 1 O"-J
SECTION 8.
MIRAFI 140 OR EQUAL
Mi TCD CADDIt'
6-
18':MAX.
15 MIN.
�-MIN.
18"MAX.
15"MIN.
iil+
//z�,, 7/77777��/ 77/2-7/77/7777M, X_
"MIN.
U U
2"X 4"DOUGLAS FIR / I "-EXTEND BOTTOM OF
POSTS @ 3'0.C. MIN.::2 I FILTER FABRIC INTO
ELEVAT10N 4"WDE X 4"DEEP
TRENCH
FILTER 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
CON11NUOUS 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).
4. 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 WRE 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 NTH THE ENDS ORIENTED UPSLOPE.
8. FILTER BARRIERS SHALL BE REMOVED MEN THEY HAVE SERVED THEIR USEFUL
PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY
STABILIZED.
FILTER BARRIER
N.T.S.
m
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
8 Y..
CITY ENGINEER
SITE DEVELOPMENT DETAILS
FOR
HIGH S TREE T RESIDENCE
IN SE1/4,NE1/4 OF SECTION 13,T.27N.,R.3 E.,W.M.
C11Y OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
SHEET NO.
Lovell- Sauerland & Associates, Inc.,
Engineer�/Surveyors/Planners/Development Consultants 2
OF
19400 33rd Avenue W., Suite 200 e Lynnwood, WA 98036* (425)776-1591 * (425)672-7998 PAX
DRAWN MCKED DATE F.B. SC= FU NO
2
MM RILL 4-25-03 345 D.C. 1"=20' 4393 0-02
t
jut,
4B-DIA., TYPL Z/ 4. ALLOWABLE IMPERVIOUS . SURFACES:
TEMPOPARY CONS-'huu 1 "ll W/RESTRICTOR Ik
CF- Kr-UUIRED p HOUSE & GARAGE = 4,000 SF
ENTPAN SOLID ROUND
LOCKING LID DRIVEWAY = 2,000 SF
r K1 WALKWAYS, PA-nO-,&'DECKS = 1,000 SF
TOP 101.0±(F.�.)
O.F. 99.00
TOTAL = 7.000 SF
INV. 95.00-811 & 24*/
- r . ; 5. CALL w ENGINEERING DIVISION (771-0 TION BEFORE
10 220) FOR A INSPEC
BACKFILLING AND FOR FINAL INSPECTIONS.
CTOR IS RESPONSIBLE FOR
OWNERICONMA^ 6. RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF DRAINAGE
EROSION CONTROL AND DRAINAGE
10 SYSTEM ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE
PROPERTY OWNER., MATERIAL ACCUMULATED IN THE STORM PIPES
- ----------- 106 MUST BE FLUSHED OUTAND REMOVED FROM THE CATCH� BASINS
TO ALLOW PROPER OPERATION.
NOTES
1. ALL CONsTRucnON SHALL CONFORM TO W.S.D.O.T. 2002 STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE & MUNICIPAL CONSTRUC11ON 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 NOTIFY 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 CONSULnNG 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 WRING REQUIRED NTH 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 CONNEC11ONS UNDER THE SUPERVISION OF
THE CITY ENGINEER OR,HIS DESIGNATED REPRESENTATIVE. LATERALS
TO BE 6" CONCRETE PIPE, Of� 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 RESPONSIBIF 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 MERE 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 NTH
W.S.D.O.T. 2002/A.P.W.A. STANDARD SPECIFICA11ONS OR AS DIRECTED
,BY THE CITY OF EDMONDS.
13. ALL LOCATIONS OF EXISTING UTIL111ES 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 UNTIL 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 FACILITIES MUST BE SATISFACTORILY
MAINTAINED UN11L 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 NTH 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 SPECIFICATIONS AS NOfED.
22. ALL STEEL PARTS WILL BE GALVANIZED AND NTH TREATMENT #1
(ASPHALT COATED).
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 ACnVITIES SHALL BE STABILIZED BY SUITABLE
APPLICATION 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 ACCORDANCEWITH 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 1 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.6F 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 SHAII 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;
8, 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.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
AGGREGATE: 4* - 8" QUARRY SPALLS
50' MIN.
ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE 8-12 INCHES THICK. IT MUST
EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE
ENTRANCE MUST BE AT LEAST 50 FEET.
WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED
FROM VEHICLE TIRES BY CONTACT WITH GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE
VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE
TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE
WASHING MORE CONVENIENT AND EFFECTIVE.
INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS
AND OTHER OBJECTIONAL MATERIAL. THE GRAVEL SHALL BE PLACED TO THE SPECIFIED
JG
DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE
ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY
'CONSTRUCTED
SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
IN
MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION MICH WILL PREVENT
TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHfS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP
2 1 -15' MIN. 00
DRESSING NTH 2-INcH STONE, AS COND11IONS DEMAND, AND REPAIR AND/OR CLEANOUT OF
ANY STRUCTURES USED TO TRAP SEDIMENT, ALL MATERIALS SPILLED, DROPPED. WASHED OR
TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED
IMMEDIATELY.
4' - 8 QUARR i SPALLS
99 "IN,
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
N.T.S.
LOCKING FRAME AND GRATE
OFFSET WHERE OPENING IS DIRECTLY
OVER LADDER AND RESTRICTOR IS
VISIBLE AT ONE EDGE OF Gi?ATE
TOP ELEV. 101.00
6' MIN. STD. GAIN. STEPS
OVERFLOW ELEV. 99.00
PIPE SUPPORT
ALUMINUM ROD
CLEANOUT/SHEAR GATE Of
28'-54*DIA. CMP
-24' MIN.
00.00%
24*CMP DETENTION PIPE
6" PVC
- FLOW INV. 95. 00 FLOW
3" MIN CLEARANCE _3" 2.00'
MIN
LO.5' DEAD
STORAGE
TYPE 11 CATCH BASIN
48-INCH DIAMErER
TION VARIES)
CUT HOLE I (JOINT LOCA
INCH DIA. IN 12 GA. -L
PLATE AND WELD
TO CMP CROSS. HOLE
TO BE SHARP -EDGED,
SHOP DRILLED.
CATCH BASIN 48" DIA., TYPE 2
CATCH BASIN #1
N.T.S.
OVERFLOW
0.5' MIN.
SHEAR -::
GATE PER
STANDARDS
SOLID ROUND LOCKING LID
XTENSION UNIT
ONCRETE TYPE "N" 8"
EDUCING FLAT SLAB UNIT
OR 54" DIA. MANHOLE
M , 0 GA.. 3 X 1 CORR.
STANDARD GALVANIZED
LADDER STEPS
SHOP WELD 36" CMP TO
DETENTION PIPE AS SHOWN,
SEE PLAN FOR LOCATION
TOP ACCESS DETAIL
N.T.S.
FINISHED GRADE-\
LOCKING FRAME & GRATE
MAX.
DESIGN 2' MIN. .2' MIN.1 I
WSE I
20 TOP ACCESS 98.50
MAX. 28'-54"DIA. CMP 0 0.00% 6"PVC STUB FOR
DETENTION PIPE ROOF DRAIN
CONNECTION
EL 95.0
EL. 94.50
DEAD STORAGE
\\�24" CMP
0 0.00%
FLOW
RESTRICTOR
TYPE 2 CATCH BASIN ELEVATION VIEW
48" DIA. MIN.
ELEV. 99.00 /,.�-6* CUP ELBOW (TYP.)
ELEV. 97.40
3
\"-- 1-1/2- DIA. ORIFICE
ELEV. 95.00
cn
Ix
2
DIA. ORIFICE
RESTRICTOR
N.T.S.
ALL STEEL PARTS AND
SURFACES MUST BE
GALVANIZED AND COATED
WITH ASPHALT (rREATMENT 1)
OR BE I I Lt(.
SECTION a. B9.
ATTACH FILTER FABRIC
TO POSTS NTH WIRE, MIRAn 140 OR EQUAL
RINGS OR STAPLES� I I Pil TPP IrAppirl-
I I )( 6-
.... ...... ...
-LL-UJ-1 I UL I
18-1�AX.
15 MIN.
t14
U U . ..... A8 MIN.
2"X 4"DOUGLAS FIR EXTEND. BOTTOM OF
POSTS 0 3'0.C. MIN. FILTER FABRIC INTO
ELEVATION 4"WIDE X 4"DEEP
TRENCH
FILTER 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).
4. 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 "RE 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 SHAH 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.
FILTER, BARRIER.
N.T.S.
d
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DAllE:
B Y:
CITY ENGINEER
.,)nni
I
\
IG n ra
.
.
.
- . 1.0 GENERAL
.
�
.
I
\ ot sl
� . THESE STRUCTURAL NOTES SUPPLEMENT THE SPEC IFICATIONS, ANY
. DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES,
AND THE SITE CONDITIONS SHALL BE REPORTED TO THE OWNER, WHO
SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE
CONTRACTOR AFTER DISCOVERY OF SUCH D ISCREPANCY SHALL BE DONE AT THE
. CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE
DIMENSIONS AMONG ALL.DRAWINGS PRIOR TO PROCEEDING WITHANY WORK OR
FABRICATION. THE CONTRACTOR 18 RESPONSIBLE FORALL IBRACINGAND
SHORING DURING CONSTRUCTION.
1. 1 CODES
ALL METHODS, MATERIALS AND WOIRKMANSHIP SHALL CONFORM TO THE
REQUIREMENTS OF THE CITY OF EDMONDS: ISSI UNIFORM BUILDING CODE
(U5C),AS AMENDED ANDADOPTED BY THE CITY OF EDMONDAND THE STATE OF
WASHINGTON±A.C.I. 31a, A.I.S.C. STH EDITION, AND A.I.T.C. 3RD
EDITION,
ENERGY CODE COMPLIANCE
1.2 DESIGN CRITERIA WATTSUN/TARGET CALCULATIONS
A. LIVE LOADS CEILIN e3o
ROOF (SNOW) 25 FBF WALL: 9?_ I -
FLOOR RES 40 1=5F FLOOR: -_ a 0 I
FLOOR DECKS & 0 f 05 F SLAB: k 10
B. LATERAL LOADS: GLAZING: .2 �
ALLOW 33-1/3% INCREASE IN STRESSES FOR WINDAND SEISMICFORCES.
LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGMACTION OF THE FLOORS TO
SHEAR WALLS. LOADSARE THEN TRANSFERRED TO THE FOOTINGS, WHERE
ULTIMATE DISPLACEMENT 16 RESISTED BY PASSIVE PRESSURE OF EARTHAND
SLIDING FRICTION OF EARTH. OVERTURNING IS RESISTED BY THE DEAD I
LOAD OF THE STRUCTURE.
1. WIND: EXPOSURE 5, BASIC WIND SPEED = 60 M.P.H, PER UBC
2. SEISMIC - ZONE 3 PER U5C I
1.3 SOIL DATA
FOR LOCATIONS SEE SOILS REPORT. SOIL 5EARING a CONT. SPREAD 1, .�
FOOTINGS = 2000 PSF. ALLOW 33-1/3% INCREASE FOR LOADS FROM WINE) OR
SEISMIC ORIGIN. EQUIVALENT FLUID ACTIVE PRESSURE AND PASSIVE
PRESSURE ARE 3B� PCF AND 300 PCF, RESPECTIVELY. , .
2.0 SITE WORK
2.1 EXCAVATION I
EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM
I UNDISTURBED MATERIAL. AREAS OVER- EXCAVATED SHALL BE 5ACKFILLED
WITH LEAN CONCRETE (F'c -- 2000 PSI), OR 15E STRUCTURALLY FILLED PER
SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S EXPENSE.
.
2.2 BACKFILL AND COMPACTION .
I 11
11 .
.
.
I
5ACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS '
SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO, ROT OR
CORROSION. USE ONLY MATERIALS APPROVED FOR 5ACKFILL . � IN AREAS
UNDER SLA58 OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE,
PLACED IN ro-INCH LIFTS AND, COMPACTED TO AT LEAST Srp% OF MAXItIPM r_>RY
DENSITY AS .DETERMINED 15Y AASHTO COMPACTION TEST, PROCEDURE T-IaO.
I . I. ,;,
THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL. , . .
1
3.0 CONCRETE 5 SACKS OF CONCRETE PER, CUBIC YARr_>
3.1 GENERAL
ALL CONCRETE SHALL BE HARD POCK CONCRETE MEETING REQUIREMENTS FOP,
"ULTIMATE STRENGTH TYPE CONCRETE", PER ACI 301, "SPEC IFICAT IONS FOR
STRUCTURAL CONCRETE FOR IBUILDING." PROPORTIONING OF INGREP,IENTS FOR
EACH CONCRETE MIX SHALL 5E BY METHOD 2 OR THE ALTERNATE. PR6CEDURE'
GIVEN IN ACI 301. PLACE CONCRETE PER ACI-304 AND CONFORM TO
ACI-604(306) WINTER CONCRETING AND ACI-605(305) FOP, HOT WEATHER
CONCRETING. CONCRETE SHALL BE PLACED TO AVOID SEGREGATION,
PTS. USE INTERIOR MECHANICAL V15RATORS WITH
1000 RFM MINIMUM FREQUENCY. DO NOT OVER-V15RATE. CONCRETE SHALL
BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS.
PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND
EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING.
PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT
LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOWN ON THE DRAWINGS.
ALL TIES AND. ANC14ORS SHALL BE CUT OFF FLUSH WITH THE SUf;4=ACE±
SURFACES WHERE EXPOSED SHALL 15E SMOOTH AND FREE FROM
IRREGULARITIES. .
�
3.2 STRENGTH
I
I
.
TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE:
.
I
BLA56 ON GRADE : 2500 P51± MAX SLUMP 3" (UNSUPERVISED)
FOOTING 4 WALLS: 2500 PSI± MAX SLUMP 4" (UNSUPERVISED)
-
THESE SLUMPS MAY 5E INCREASED IF A 19ROPER ADDITION OF POZZOLITH
IS'AIDDED TO ALLOW HIGHER SLUMP AND GREATER UJOFKA51LITY WITHOUT
CHANGING THE WATER CONTENT OF THE ORIGINAL MIX DESIGN.
�
I � PROPORTION MIX ACCORDING TO U5C IS04,
— — -
— —
� - - - - - - - ___: _:__�� � I- - -1 , , � -- - - - - - - - - - -
--- -_ _� I 1_zz��______ "I'll'''' — __� �!!:�::,_��,� I -
I NORTH _ �___ � . � :-- -
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- - �__�_
, - ' — ==-_� 5 __1 , ���� ... I: 5 85-114011 E 1-1
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0 .H. Dan /___ : �____ _�__ � \
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SCALE; P = 10'- � / �_ �_ �_ _� -_ - \
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.
LEGAL DESCRIPTION . . . � / �, ___ I , �_ � I
" __�__ � , I
� " . " I . I .
� _____ -_ , ,-- — I I
-THAT PORTION OF LOT 16, BLOCK 1,.Sr=AHURST, ACCORDING TO / / : / - - 1-1 . ,_�
-THE -PLAT. I THEREOF RECORDED IN V0LUME e OF PLATS, PAGE IaO, / - - - I - 1_� � , � I I
.
RECORD$ OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS / / / � �_ , �_ __ _-, I � , , - - ----,' "I I , - � �__ , - � - , . : / I I I
.BEGINNING .AT A POINT 1"10.00 FEET EASTERLY OF THE SOUTHWEST / - � . � , - - I
CORNER THEREOF: THENCE IN A NORTHERL'I' DIRECTION TO A POINT / / � - I
/ ::-_�_::_� - - - - - - - - - - - - - - - -
ON THE NORTH LINE / "___� - � _� I
= OF SAID LOT la, , - / / / 1-1 -7 1
THENCE EAST aro.1B FEET: I / / / / 1-1 . � .
THENCE SOUTH 13d 00'00"WEST IN A SOUTHERLY DIRECTION TO � : / 11� 1.� .1 / �
/ 1�1 . I . . I
A POINT ON THE SOUTH LINE OF SAID LOT 15, THAT 18 21c3.5 FEET / / / I . - I � - - �,� -_ 1. / I I
OF THE SOUTHWEST CORNER THEREOF: - I � . I / /,*' - __�11 __ /
� 4 . __-� / : �
THENCE -WEST 1013.8 FEET TO THE POINT OF BEGINNING: - � / / / / / I � Xz _� -_ -_ /
EXCEPT THE SOUTH 10 FEET THEREOF, ' . . . I I / / / / / 1_� 1-1 � �; . / I
ALSO EASEMENT, TOGETHER WITH OTHER USER'S FOR INGESS / / / . / / 1-1 11 � __ __ �
I-,- I
I
AND EGRESS OVER THE SOUTH 10 FEET OF THE WEST I / / / / / 1-1 b _41- 1 � I
2'11B.aO FEET OF SAID LOT� 15,- AND. OVER THE NORT14 io FEET I / / / : / / 1-1 r- / - -_ -_ I I
I . I / "I 1. I
OF THE WEST 2113BO FEET..OF' LOT � 1% 5LOCK 1. / / / / 1-1 / _� �
/ / / / "I 1-1 � I / I I
SITUATE IN THE COUNTY OF,SN0HOMI6H, STATE OF WASHINGTON / / / / 1-1 . I / I I
/ / / / 1_� 1-1 . / � I I I
I . .� I I . � . / / / / /I // 1 "I 1-1 . I I .1 �, 11 / � I I I
HEIGHT CALCULATION,',--.. . . / / ./ I 1_� — / � I I I
POINT 'A' 104.80' . / / / * / /1" 1-1 �, __/_ - - - � I I
.111. / F INT ' ' I
_V ,
POINT '5' 102.40' / / L_ 0 C, / 1-1 1�1 / � I I
. - S4.10' I
POINT 'C' IB4.10' .__ � / / / // I-- .�- -_ , , / J\ � I
POINT 'D I 101BO, .. �. / / / . / / / / 1� "I - / \ � I a I I
- - - - - - - - - - - / / / / / / / / . I � 1_� 1� 1-1 "I �_ _1�1 / . \ � I I 0
TOTAL .40220',DIVIDED BY-'4 = 10010�'AV RAGE GRADE/ / / /-,,- / �11 1-1 1-1 -1 / . \ � L _�s�?_L L
/ / : // ��, -1 �, "I 1-1 - -_
AVERAGE GRADE (100.109 + MAXIMU-1 5UILDIN HT. (25'-09 = / / / '1/ , � -_ . I . "I I'll �, -1, \_ - - -� al
125.-TO'MAXIMUM BUILDING HEIGHT - ACTUAL RI GE *+_3e5,' / / / / / / 1-1 "I - I., "I I / ,�, ,,� - -a ': - -
. v"C.-3II26 / / . / / / �- "I -I'— — — , , � ... � , ,, I 1-1 ___1�8_ -
I-
7 / / / K / / /, . 1-1.11 . I � I � I / .
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/ . // "I .....,.,..,.,.%.... _ .1.
/ / / * / ( I I'll I I ...........:.:.:%..:.:.,.,.,.,.,.,.,., - \_4�_ / 101.50, _;1 �_
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RESIDENCE / / / // ) C6NCRETE CONCRETE / .*."*.'.'.'.*-'-*-'-%'-*- . .'.*.' , - ***%%:-;�-1:-:.:-:-:-:-:-::: / . ,
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/ : : :: ::: ::: :: : ::: ::: -.X:,.-,.-%-;"'.-,.-, ..'.. . . . . . . . . . . :: :: : :: : : - - : \. .. . . . . . j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . q . . . q . . . . . . q . . . . . q . q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I
ALL 2x FRAMING LUMBER SHALL BE STUD GRADE DOUG-FIR FOR STUDS AND V / / , / / / :.:.: , 1. ;, . . . .:. . . . . . . . . . . . . . . . . . . . . . q . . . . . /
/ .\ . . . . . ;;.�q, , , * , , * * . . . * . . . , * , , * * , * * * * * . . . * * * . . . * , " : ., , , , * * . . . * , , * . . . . . . . . . . . . . . . . . . . . . * :::j..:: :: : : : ::: : : ::::::: :::::: :::,. '. .* ., , , *
STANDARD OR BETTER FOR PLATE$ OR AS SHOWN ON THE DRAWINGS OR BELOW. ..::::::::::::::::::::::::..V..::::::::,.,.,.,.*.*.,.*.*.*.'-'-'-*-'-'-*-*-*-'.::*.:::::: ....... * ....... ..... , -
. . . I . . . . . . I . . . . . . . I . . . . . . . . . . . . . . . . . . � . q . . . . . . I . . .
, q * . . . * * , : * , , . . . . . q . . . . . * ,.* * * * , * . . . . . . . . . . . . .. * : . : q : . : - : - : - : - : - :. : .:.:.:.:.: - :,:� , . . . . . , . . . * , * . . . . * * .: �_ -\
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ALL 2" LUMBER SHALL BE KILN DRIED (KD) OR SURFACE DRIED (BE:>). EACH r j :-%,.%,-*-`,-*-*-%'- -'-* .. ... . .. .............. ,:.:.:. I . 11111PI ..� �, . , �.,... q ... -
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I 1PRIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUM5ER . I � / ::. ..........:N . ..
I - - - ......... q_ . ....... - .,.:.:.\.:.:.:.:.:. : : . ..* /
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- STUD GRADE DOUG-FIR .... %*.. . .. ....... :. . .::::::::::::A. - �---'
' 2x 4 3x I . LOT COVERAGE 3,S42 50. FT. '' / .... .... " : ,.,.,.V..,.-S - s...., - i I,!.,. S., �-` - -1 ..*' - C - .. .-.'-. ... - Sill.'
. :-:-:-:-:-:::��.-: ��::::::::::::::::::: ... ****"""*"'*"'*"*'***"**""*', � - - R_ - - .. - .. c, , " 1" I * ".' - ... .. - q. - .. .0. : 't ,_1
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.. �_,, 4x HEADERS - 412 DOUGLAS FIR . . * " _' -._-.,�.-.-.-...-.-.-.--;--.. ....... ......... - - - - - - - - - - - - - - - - - - ........ :.....q...................... , , .RI �� : -:::::::-.-.N-:::::: q
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.
, A-L EXPOSED MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL 5E / " :.:-.- .. .... I:.--,.-:.::- ...:�c - - ..... ... :. .: ,.,: ..: .:-:-:-:-:-:-:-:\q:q.,.*.,.,.,.
14, .�� ............ ....q...:.:.:.:.:.
. , q .... * , , ... . . . . , . , . . , . * . , . , I , . , . * . , . * . , . * . q : : : ':':* :::i::,:*f::::::: : : : :.:1:.:-:-,.q:-,.-:::::.1.:: `.,-:-:-:-:->-.:�-*�-:-,. .:.:.: ...........................
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. ; , .F:�AESSURE TREATE D. / / . / // � ..'% ............. q ..... q................... . - . .. .. . - :,.% ... I
- __ ............... ................. .1 ... :.:..*.:.,......*::��:.*.*.*.*.*- ,.,.,.:::::::.:::.:::::.,:::.:.:,:,:::::::::*:*:::::::::::::::::::*.:/-.:.X.:.:.:�.�:.:.:, ': : : : : : : : : :::::::::::::�: i'.�::::::::::-:-:.:-:-:-:q:-:. """ . . . q . )� ... :.:.: Y . I .
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it from] ...... .. ..................... .... :.:.:.:�. .. .,:,.:.:.,.,.*.:.:::.:::::.:::::::/:.:.:::::.:.:.:.:.:.:.:.:.:.:.:.
_�, . / / ..,.%,.*.,.%*.* ............. :�:�:�:�:�:�:�:�, * , , . . .-.-,-,v.,..q..:.!...............;e.�.
... I q I ........... ....... .... I .......
. . .
.
4.3 CARPENTRY HARDWARE Obtain Electrical Permit from / / / // L �_ �_ ....: :�:�:�:�:�:�:�:�:�:�:�:j:�:�:�:* / ,\ . . . . . . . . I . . . . . . . . . . . . . .... - . - . q . - . -:::J. .:* . .. - . - . - ... . ;�l-:-:-:-:.:-�:-:-:-:-:-:-:-:.,., . * . , .,.,.*.q.".,...., q -
I , .... q_ . ... I ..... q . . .... q .......... .
17es ;11 ................................ X... ,
A I ... ..... :. ::::N,:::::::::::::::::::::::::::::::::::*.".,.,.,.,.,.,.,.*-*-*-*"-'-'-'-'-,q,.",* .... - - - * .... . .............. :.:.:.-.:.:.- /
- / / If - - � __ _r . .................. :::.!q.l:.:,:.:.:.:.:.:.:.'.;:�.,:...:.:�.,,�: ".. .........'..................... :
,
State T,abor -�`� Infl'ustr-es — PORCH :..: . ........ - - ��
. � �/ 11111 11 ............................... , . . . . . . . . . , . . ................q ... ........ :; ............... : ::[:: ................ :::-:,:-:.:-:-, /
.... .. q ...........
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- I ./ - ................ .. ................. ....... q ..... **
.A.. = ASTMA-301. ,.,-- � �, ..... ........ .............. .. . ... q ............ ...... �;,
� BOLTS SHALL 5r 0 / /, , '11L . __ ...................... - - - - /
... .................. X.,.%%:.:.:.:q -:-:-:-:-:-:-:-:-:q:-1:::::, .
. - - _4 - .............q.... . .. ..... : ... .. . . . . . q .......... %. -*;
/ / / / / � �_ , __ .... ;1;1`.%.%.,*.*,.q***.* ............................... .................:, , . LOT LINE STAKES MUST
/ �� / — / ....................
- . � - ..................... !:.::.:.:-/.,.,.,.,.,.,.,.",.'-'-'-'-'-'-'- - - - - - ..:.:.:.: " I I
- - ............... ........ :. ............. ...........q.... . . . . . . . , . . . . . . ..
5. WASHERS SHALL BE MALLEABLE IRON WASHERS(MIN). / / : / / // __1 .......... ............ q ............ I CkC IM 01 A(%C A'r TIRAC n1=
.
�; C. NAILS SHAIIL 5E COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY.
.1 D. LAG SCREWS, SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION.
I
.
'
. E. ANCHORSAND CONNECTORS SHALL BE SIMPSON, TECO, BOWMAN OR OTHER
ICIBOAPPROVED.
F. PROTECTION HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN
UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED.
�
4.4-. MINIMUM NAILING - PER 1997 UBC TABLE #23-11-B-1
:4.5 PLYWOOD
--,.:
BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD
Aa,n I -rienki A[ I /1-=AnNo-� ALI I I e-tn&1r_tn=M Tn A 1 11A= IrUle-.eM=40, Ak1r)
:__
-1 3.3 MATERIAL - CEMENT, WATER & AGGREGATES PER ACI 301
.
A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE 11. ENGINEER'S ..
APPROVAL 15 REQUIRED FOR USE OF TYPE III CEMENT. I
.
a. WATER TO BE CLEANAND POTA5LE. I
I
C. COARSE AND FINE AGGREGATES TO CONFORM TOASTM-C33.
.
3.4 MATERIALS
A. WATER REDUCING ADMIXTURES: MUST CONFORM TO ASTM-C4e4, POZZOLITH
344N, POZZOLITH IOOXR, OR POZOLITH 122HE. POZZOLITH SHALL BE
INCORPORATED INTO ALL CONCRETE IN EXACTACCORDANCE WITH THE
MANUFACTURER'5 INSTRUCTIONS "SYNERGIZED PERZFORMANCE SYSTEMS"
CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE
CONCRETE MAY 5E USED WITH THE ENGINEER'S APPROVAL. ADMIXTURES
AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE
CONTR,4CT0R'5 J0581TE REQUIREMENTS. MAXIMUM SLUMP FOR
.
"SYNERGIZED PERFORMANCE SYSTEMS" CONCRETE SHALL NOT EXCEED all. , -
.
� USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
�
�
I 5. AIR ENTRAINMENT: CONFORM TO A5TM-C,260 AND ASTM-C4134, M5-AE-10
I
I BY MASTER 5UILDER. ENTRAIN 551. +/- 1516 AIR BY VOLUME IN ALL
EXPOSED CONCRETE. .
C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR
APPROVAL 15 GIVEN BY THE ENGINEER
- - 3.6 REINFORCING STEEL
� DETAIL, FABRICATE AND PLACE PER ACI-315 AND ACI-31a' SUPPORT
- REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. �
. .
%,
. I
A. STEEL REINFORCEMENT SHALL 5E .NEW, DEFORMED BILLET STEEL,
MEETING ABTM A615, GRADE 60 FOR #5 AND LARGER
BARS, EXCEPT AS NOTEDi GRADE 40 FOR 04 AND SMALLER BARS. SHOP
DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE
ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 RE5ARS
SHALL NOT BE BENT IN FIELD AFTER PLACING,
5. REINFORCEMENT IN ALL WALLS, SLA55, AND FOOTINGS SHALL BE
CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, 50TH
VERTICAL AND HORIZONTAL.
C. LAPS: ALL TENSION SPLICES ARE ACCORDING TO ACI 315-8% CLA55 5
AND ALL COMPRESSION SPLICES AIRE 30 DIAMETERS, UNLESS NOTED
OTHERWISE. .
D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 1-05
TOP AND BOTTOM, EXTENDING 2-4o" BEYOND OPENING AT EACH CORNER.
SEE TYPICAL DETAILS.
E. WELDING: TACK WELDING OF RE5AR 15 NOT PERMITTED UNLESS CALLED
.
F. MINIMUM REINFORCING: WHERE REINFORCEMENT 15 NOT SHOWN ON
DRAWINGS, THE "BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE" (ACI 316-61B) SHALL BE REFERRED TO FOR PROPER
REINFORCEMENT.
�
.
,;, G. RE5AR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENTAS
_�; FOLLOWS:
. 11 311 CONCRETE DEPOSITED AGAINSTEARTH
�
, 1-211 CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TO EARTH
1-1/2" TO TIES IN COLUMNS, AND TIED REIBAR IN WALLS
1 1-1/2" FOR BARS IN SLABS ON GROUND .
3/4" INTERIOR FACE OF WALLS
H. WELDED WIRE FAIBRIC-ASTM-AI65 AND ASTM-Aa2 �
'
J. MINIMUM STEEL REQUIREMENTS FOR CONCRETE WALL U51NG 144 RE5AR
.
HEIGHT VERTICAL HORIZONTAL
I
01-(01 161, O.C. I 151, O.C. .
I
I
&I -el 16 " O.C. 101, O.C.
3.6 FOUNDATION ANCHOR BOLTS
E7/6' STEEL BOLTS, WITH 1" MIN. EMBEDMENT INTO CONCRETE. PROVIDE A MIN.
OF (2) BOLTS PER BILL PLATE.ACHOR BOLTS SHALL BE PLACEDAT 6" O.C.
FOR ONE STORY, 4S" O.C. FOR TWO STORY RESIDENCES AND REFER TO "
.1. LATERAL ENGINEERINGFOR THREE STORY RESIDENCES.ADDITIONALLY, ONE
BOLT MUST BE NO LESS THAN -I" FROM EACH END OF EACH INDIVIDUAL SILL PLATE.
ANCHOR 15OLT WASHERS MUST 15EA MINUMUM OF 2"4" (SQUARE) x 311611 (THICKNESS)
'
114,0 CARPENTRY -
'N:N%
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// X / � ...... :...%�.%%. .....................'.. / FOUNDATION INSPECTION
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. .:.:.:.:.:.\,.:.:...............- - ..
/ /I z OUTLINE OF . / .--::::' *-"* .... *\ * ::::,::::::::::::::::/:::::::::::: ... ::::.,.,.,.,. - - " '' - -
. ` " * , . ...::::::::::-::,:-::::::::.,: / .
..... :.\.:.:.:.:.:.:.N.:.:-:-:-:-:-:-.-. . .......................'.'... ... . I
/ Y/ / ..-:-.,::.*.::-:-...A ....... I....,........:::::.�..*.,.:.:.:./:.:.:.: ........ *.*, SETBACKS:
/ / ,- / EXISTING RE51DENCE .....................:. 'N ....................... 101�joj
/ / I/ / TO BE REMOVED ./ .:*..:.:.:.:.:.:.:.:.:.:.:.,..:,:*:.:.\,.:.:.:.:.:.:.�:.:.:.:.:.:.:.:.:.I.:.::.::::::�:::::::::::::::::::::::.,.,.,.,.:::,. I f
// ..,.,.*.*,*.,.,......................'� ....... \ ....... r ... * .... :-:-:-:-:- / ,. I FRON * __ r I
.... ... ... to
**1 .,.,.*.,.:./.::.,.,.,.*.,.,.*.*.,.,.*.*.*
::::::I::............................
. I I ... I .................... \� * :::,:::: / SIDE
.... ....... .. .....................
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....,................................... ... ... *V ............ ***::::::. :
....... .
..............................'"'.:.�.::::::::::::�*:�
/ 2:1 / / �, 1111111111-11111, -
/ I SL r= z I / .'.'.'.'.'.'.'.*.'.'.'.'.'.'..,..... .. "'........................ ....
/ ....................:.�:-.:. " .::::::::::::::::,.,.,.,.,.,.*.,..- / REAR - 2-�_
/ ,- *.'.'.'.*.:� i. %* .,:*%' .... ......
..... , "'
/ / ..::::::::::::::::::::::::::..................,........ ... :.::::::::I . ........... — �
...;,
/ / X .......... . ....... ..: .... ... .................... ::::..
.A,;0.'j�L6.*. ' V * "
. / JR-A 1. * * .. S - . � /
// / / / -*-:::::::::-:::::::0 _4 P, * OTHER _____._
e ....... ... , :::fb051:-:-:-:..-:.:-:-
... I .......... I .... I
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z 1, . . ....... :;; , .. .. . :-:.��ii�:i:::::�:�:� / ,Z_jEF-
... ............ . ....... ......... I
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/ / CONCRETE / -:-:-:-:-:-:-:-:-:-:-:.:,*..**"*,"*'*''**'**;*;/.,., :,:�:�:�:�:�:�:: HEIGHT
..... ::::::i.::::::::::::f::::::::::.:.,.,.,.,..*".*."'.*.*, —
[� I ........... "I ........... �� .......... ::::::::::::::::::::::: /
...... :".,.,.,.,.,I.,.,.,.'.'.'.'....... .
/ / / / / DRIVEWAY / 7 .::,4'.�*�*:"% * *""*"-.'-.'-.*-.'-.*.,>",.,.:::::::::::,.:.:.:...:.I..:.,.:.:.:.,.I. -:-:-:-:-:-:-: ...... -
..... .��.%%%;;,.� ....................... . :.:. I I ..... :..:.:.:.:::::::::: /
.
. H HE DRAWINGS. ALL PLYWOOD SHALL 5E I / / / // / INT '15' / I / .��".:.,..:.:.:.,,::".,.,.,.;"-.,."��.:.��:.:.:.:.:.:.:.:/.:,:.:�:.:.:l:.,-'-*"-'-'-'-'-'-'-'-'-'-'-'-'-'-'-
/ ;1W1.1.1.1.*.*.1'1 .......... . ......... ............. :.:.:.:.:.,.: /
....'.............. -:-:::::::::::::::::-:T.-...:- .-.-.-.-.-.-.-.-.-.-.-.-......-- .
EXPOSURE 1. EXCEPT AS OTHERWISE SHOWN OR / / / � / 02.40- / L_ * , , `%`*"*,.,.... .... :::: ..... .. ..... ... . . _� � - - - - -
. / . / . ' """""'::.:.::::::::::::*.:* ..... -%'-*.*-*1'-*-' - , - , - ,:::::,::::::::::::::::::::-::: / __ 104
- . I .................... ...
NOTED, PROVIDE THE FOLLOWING MINIMUM NAILING, PANEL EDGES ad AT ro" I / / � � , / 7" .,.,.,.*.,.,...*.,.............,.,.*.*.,::::::::::/.........................,......................... __ . .
................ .... ...'.......'.......'.......
// , / ............................. ....... ::::,.:::::::::::::::::::::::::::::::::::::::::::::::::::. / __� , �, ic
* , ,
-
- ON CENTER, INTERMEDIATE SUPPORT ad AT 12" ON CENTER ON ROOF AND I � __ , / , - * - - * * * -'-"-%%,x.::::::::::: * I . �i- . �.11
, I / . - ... *.,.,.,.*.*: ... :.:.:.:. / �
97 uB, /: ... i�
.
MTV F1 ni ,,,�� I / /// / A.-i 1. __ ,.. f
j �� ..................................; .... .............. ... . �
WALLS AND 106AT 10" ON CENTER ON FLOORS, - " " __� - �_ / ::.,.,.,.*.,.,.,.,.,.,-*-'-'-'-*-'-'-*-*-*-* ", * ... ***''*"* ......... ::::. .:.:::::. __ , I . .
. i, � ..... :;,
. �"-�� �- J� / .. .....
I
" - i��' / //// , / . .....................,.......... e ..... :.:.:.:.,.\ ............. .%. -4
11 I "', I / � , ..; ...... -:................ ........... I �
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MA U . / .*.:.:.:.:.:.:,:..:.:.:.:.:,'.,�.,..:.:.: .,:,:::::::::,.,.:::::\.::::::::::::::�-..'-'..::;:�:: / NNING
I . I
,
C�LC11'0111`,�,� , ��j - ., / / : . ................... . ...... APPROVED BY PLA
'�
,
-_-
I
- - I . / ..* ........... ....... ::... .... .. . -, -, '. .:
11 :,. . , , , * .
01 ,� � _ , -
GLUE -LAMINATED TIMBER - 't _ ....................
� 4.6 � , � �.� / ...... .
- / / \ / -:::::::::-::,-.�-.� .. ....... I ........ :.:.,.,..\.::,.,;�,::.::::::::::::::::- /
I - ...... .....�..........................................,........ , . . M,
.... �� .......
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7`1 !!, . .. .............. . . 1,
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...... :.: . .
E F '[F il, �.' I! f E 7-11 - ' __ �.�-.-:-%%%%V , , , , -'-V-V-V-'-*.., - * , *. '. -.....N /.
* ...............
ALL STRUCTURAL GLUE -LAMINATED TIMBER, MATERIALS, MANUFACTURE AND / � .\ � " 11 ........ I ... ;,... , ��_O/ 3
- . / i \\ I . -:-:.:-:�:-:-:-:-:-:-:., 1 15-10
* .....
- - ... * ....... * -
_. CONTROL SHALL 5E IN CONFORMANCE WITH VOLUNTARY PRODUCT 1� / �2 ........... ..... / /
......... �,.:.:.:.:.-.-.-.-.-.-...-.-.-.-.-,-..- / ,*"/
. .
.7 ................... \-%V-11 - -
QUALITY . / / , / -7 .... .... ..
. . -_ -_ -_ " ......-,-:-:,:-:::::...*: - I .,i 11 4_:� f ,_ zm§
STANDARD P.5.5ro "STRUCTURAL GLUED LAMINATED TIMIBER", AND ALL / � \ 121�,On -/ / i:i:i:X-:�:* / - - 1�1
. MEMBERS SHALL BE MARKED WITPA QUALITY MARK THEREOF. ALL PLIES / I / / \ . .� __ .. I/ �-�,'!I. , �i.�Y;`.
- / / _.. - - _,_ - _/_ . -zz--- .; .
' SHALL BE DOUGLAS FIR COAST REGION. CAMBERS ARE AS SHOWN ON THE 2000 IRC / / / \ - - __ � I . -_ _V 10(0 - 1�,
DRAWINGS. ALL MEMBERS SHALL 5E EITHER COM51NATION 24F-V4 (SIMPLE 0 P-1 I / n / / 341� 11 . / . INT 'A' I a
SPAN) OR 24F-V6 (CANTILEvERED OR CONTINUOUS SPAN) AS APPLICABLE / � / 0 / I rr 11 .'A' �
M - 1-20"M , � � /, - 1 4.aO' .. 00 I
I �
� . ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED liEfff ve I / L - �_ � . /-I 'I- C77
C,ct
.
WATERPROOF ADHESIVE PER P.S. 56. ARCPEB SHALL BE COM51NATION / / : / / ( / \ , _j � , / . .e \0
24F-V5 AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE. . / / / � MAX UM - - _j / I / / '\\)-, . . L-1
.. I . I [ I _-, I tzz-_
. / I / IDRIV WAY � I'" / 14 �
5.0 �MISCELLANEOUS I / �T (�, V��,_
. / I '_ / SLOP = 10910 A , I'll / - _\
,
I . . / I \ ,'I . .. Z�-*�, 4C
/ I 4 i ,_ `,��
I : , - / (9�
yt=M1t_ 1-4- L..)11-1=N01(_,;N0 ANL.,4 r_oL.,1NL.;1 I IL,;NV T-MILIOM I L.1) ML41 ==I_-'1NL:F. ML., 11_�= � . I - vi ,
4 1. -
- ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS . / I � I \ . . 11 . I : / rIL-3 1,
I \ \ ... . I / or- I . I . ,11-11 I � T' 1 " '--
,
ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING, / I . / . Q I - '. , � � �', -71-
ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO / . \ \ I I . . ,� 6i 0- �'
II I 1. / - - - � 11*1 X I .. " -, --, � .11 -.1 -
MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL / \ \ ) .. \� � �_ ,. 11 , ) , � �21,
OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. / / � / \ \ / I / . - �t2 ,,�._,; I I - I
. / . - __ l'. 1, cz �tl
/ � \ \ \1 .5 aa*35'40" W I . / - - ly. , � ..;- :,. :,
.. I , ,
6.0, TABLE. OF AREAS / \1 _.. .. \ " �, .. — _.. - - — �1, I _"_� . . I . I . .. I.- I 11.�,! - �, I �
( - - - __\ 1 ,-- - - 5.11, I . � � / / I I I . . � Any request for modification, variance or other
LIVING AREA 4105 SQUARE FEET / . I I . � / I I I ; - administrative deviation (hereinafter "variancel .
GARAGE SOO SQUARE FEET / / I � I I , I / /
PORCH 63 � SQUARE FEET . I / I I I � � I I . � / I I �. must be specifically called out and identified.
/ / I � I - I -----APProval-Vf-'Wn-y-pI5T —or plan containing
GLAZING AREA IBS0.25SQUARE FEET I . I/ / I - I _____�_ - — - --�-- - — -I — - — - �-- - 1�_� - �provi . sions which do not comply with city code
— - - i - - I _�_ - \ I / / / and for which a variance has not been
GLAZING AS A PERCENTAGE OF FLOOR AREA = 23Z6% I I I - / tl
I I � / �"_�_ .specifically identified, requested and considered
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Randall J. Munson
BUIILDING DESIGNER
12423
14th Avenue S.W.
Seattle
Washington
98146
Voice
(206) 241-7420
Fax
(206) 241-0288
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GENERAL NOTES
AND PLOT PLAN
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PROJECTNO.
DESIGN
: RJM
DRAWN
: RJM
ISSUEDATE
:3/22/02
LATEST REV.
:
5 1 V,