21916 78TH PL W.PDF111111111111
6723
21916 78TH PL W
ADDRESS: �?_/ 47/& 7,g 7>1 ,oy &J
TAX ACCOUNT/PARCEL #:
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: Conditional Waiver- El Study Required Waiver
CRITICAL AREAS #: DETERMINATION: Conditional Waiver Study Required El Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER — list permit #'s):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
LID #:
SHORT PLAT FILE:
LOT:
BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S).#:
GEOTECH REPORT DATED:
STREET USEIENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forrns\Jana's Street File Checklist 5-14-08.doc
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
I=STREET
N a m e: o
Date:
Site Address: Z
-Plan Check 1011- 0
Project Description: AA uj SP/2
Reduced Site Plan Provided: (CE)S/ NO)
Zoning: S_
Map Page:
Corner Lot: (YES PQ Flag Lot: (YES 0
Critical Areas Determination ff: 00nC I
El Study Required i4
R Waiver
SEPA Determination:
Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee El Checklist 0 APO List with notarized form
Required ffiacks
Street:
Side: -7, . I
Side:
Actual Setbacks
Street:
Side-
Sid e:
Rear:
El Detached Structures:
Rockeries:
FencesfT-rellises:
El Bay Windows/Proj cting Modulation:
P-Stairs/Deck: �,,�i'D
- . Height
Datum Point: 'C�(s k _2�' 76*
Datum Elevation:
Maximum Height Allowed: r LJ
Actual Height:z 1 .513 1 C) -7
Other
Parking Required:
Parking Provided: 2
Lot Area: -7
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations: -7 q 3
ADU Created: (YES 00
Subdivision: 10 R -77 o'� — Z_ (f
Legal Nonconforming Land Use Determination Issued: (YES /0
rn Cofnments
4 '3 M t
3 9�. g C)
3 7 1. �_ I I `S79. 17 A, 4110 fl
-76 Z 5- 5
'� ('I -
Plan Review By:0- 6�1� -J71;T
PWmig Data Form 04 A I �06.doc
#P20
The Critical,'Area's. Checklist contained Phihisfibrniislo 'A property owner,, or his/her authorized representative, -
be filled 6ut'by -any person pre'paiing,.A Development. must:til'out the ch�cklist, si h zand date it,, subinit it,
gr, And
Permit Application for the Cityl�.df T(Imonds",.': 4o to the�Cify.,. 11c, Cit� .Will.review the checklist, mak6,a,
prior,
,his/her submittal of, the application,to the. Cjtyi precursory site, visit, and:, make a. detennihation of the
subsequent steps necessary: to comp ete a d6velopmeh�
The purpose of the Checklist is 46'dnabli� "City staff to , -,,:,- '' , - I I .
permit a0tilicatiob.
determine' whethet"'any potential,: ficai Areis.,,,ire, or
6rit,',on1he.subject ion Please submit along wi the�siened
may be, pres property, IbOjnfbimat a-,viciiiity map,' th copy
needed-�to t6i4lete,,,the,Checldist,,should be easily, of this forth to. assist City staff in, fiding,;6hd lociating the.
on 'Us form. In
available froth observations of th6;site or'Aata avi'ibld'at specific piece of property.,descri dd
City,,, Hall (Critical, areasi inventories,., maps,, :. or soil addition, .-the, applicant shall jhchide::other -,pe'ttinefit
surveys). information (e.g. site plan, topography map, etc.) or',
studies.in conjunction with this Checklist toassistant staff
in completing tlipir.pTqliml�'ia'ry.a��'essment ofthe site.
,Th�,undersigned,:appli,ca,nt.-and,his/her/its heirs, and, assigas,,in. consideration on thep"cessing of the application agrees
to d
Iblease,indemnify-Aefendan hold',the Cityz�of�.,Edmonds,.,harndess from any "'And. all 'damages, including,rea'sionabld
attorney �s &eS'i:-:afising,,,from:aqy actiow.,or:,infractioft based".in vhole or. part, upon: false., misleading,,. inaccurate or
incomplete informatiowfurnished by,the,applicant, his/ber/its agentslor employees.,
By my signature,1-cer* that the information,and exhibits herewith submittedare,true and.correct to the,best of MY
knowledie'and that'l amauthorized to file, thi app1jiFVion on thebehalf of the:qwneras, listed below.
oF AppucANVAGENT
SIGNATURE. DATE
Property Owner's Authorization
By my_signat ' ure ' Icer*lhatThave�authorized the aboveApplicant/Agentlo apply�fbrlhe subjectlan&use application,.
and:grant my permission for.,,the.�piqbtir,,officials..and the�staff of the City ofEdmonds lo enter the.subject property -for the
�pu rposes of inspection and posting attendant to this application.
11)"4441, V I . .
1.1 cc) z 04 MRW�M
PLEASE PRINT CLEARLY
MO
NO _�q
CAFilbNo:.
Gritical Areas Checklist
ite
Infoimation (Soils/topography/hydrology/w etation)
1. Site. Add,ress/Location: 110,1 -112- 3 ZZO'r� 'S. 7
2. Pro q Tak.Accbuht.Nurhb0 _01�j 5?., 0 4
ity r .6
P., r
Ap uAre feet)': -7 S4-
.,.proximate Site Size (eicres. or,sq
4. is this site currently developed? jyes; no.
If Ped? 0
hoW is.site; develo C
5 Descnbe the g $ enend it' to
si e, po h' Ch "k all that apply.
grap y. ec
an tii site.
flat: less than 5-fee't eleva. h�r,ieoveren e
kolling: slopes on site les& than,l
5% (a vertical rise of '10-feet over a ho" tal
nzorki
distance of 66-feet).
144: A s 1pregent-bit -ore an 15% and less: than 30% (a v
ppe site pf n th ertical rise! of 1(�kdt
"over. a horizontal distance of 33 to, 66-feet).
Steep: grades of t thah,36%, present on site (a, vertical rise: of 104eet over.. a horiz
grea er ontal
distancip,di less than 33-feet),
Other.(please describe):
.6. Site, contains areas of year-round standing* water: N: 6' Appro:k. Depth:
Site: contain§ areas ofaeasonal standing wa &
ter. �kpprox. Depth:
Wh'
at.season(s) of thelyeai?:w
8. 91tels in the floodw4y. A),6 flood'pialn''
.-,of, amAter"Ciouise.
9. Site contains a creek or, an,'
area wheke�watqr, flowsacr thi year-round?
e grounds surface? Flows. are
Ct. 119wPare, sea's Or Atixnepf yeAr?,: &67- jx�l
onal., -, L&,-
(Wha
j
10. Site is,pfirn�ri!y:.'.iofe$ted :,mea ow 'Lib mixed
;shi S
urban landscaped0awnshrilabs etc)
11. Obviousw'etland is ent:owsitei- 010
Tres
4.
15.
Critical Areas inv6ritory Or C.A., map indicatesCriticAl Area oA site?
i*vtcin
-site within designatedearth'sub'Adence landslidelazard aiea? �011q�
"''DETERMINATION
STU
E VI ED
---WAIVER
STONEBRIDGE, LOT 2
BELTON HOMES, LLC
16108 ASH WAY, SUITE 201
LYNNWOOD, WASHINGTON 98087
OFFICE : 425-775-8661 FAX : 425-742-8469
STATE REGISTRATION #BELTOHL8831_2
SITE PLAN INFORMATION LOT 2 INFORMATION
S S�—Ss_j It PROPERTY OWNER & CONTRACTOR: TOTAL LOT AREA -
14=380.80 5,727 SQUARE FEET
VPUBUC BELTON HOMES, LLC
SIDEWALK 16108 ASH WAY, SUITE 201
EASEMENT LYNNWOOD, WA 98087 LOT COVERAGE
425-775-8661
-C 89.00, ct FOOTPRINT - 1,743 SQ FT
AN 88'41'51" E T COVERAGE 11,743�5,727=30.4%
SITE ADDRESS:
CL 75. J
24.14! 7' 11'
11-W 388 21916 78th PLACE W.
5C=391.59 41.00'//--F==388.76 - T" -P 0 EDMONDS, WA 98026 IMPERVIOUS AREAS
R LLED
G
389.09-.,
'p. CURB
aw LEGAL DESCRIPTION: HOUSE/EAVES/PORCH 1,912 SQ FT
p DRIVEWAY 570 SQ FT
ct DRI. W
LOT 2, STONEBRIDGE -COURT CONCRETE 263 SQ. FT
[57 :&
TOTAL 2,745 SQ FT
ASSESSOR'S PARCEL NUMBERS:
2 L — — — — 'p
5,727 sq. ft! p 33 S.F�91 WALK > 00461000201500, AREAS
Ln C 00461000201600, MAIN FLOOR 1,104 SQ. FT.
0 0
. a_ UPPER FLOOR 1,398 SQ. FT.
PLAN 472—B Q� M 00461000201701
--G AT?A,(G E R I G H T 5.00' GARAGE 604 SQ. FT.
jt.t�.o . N PORCH 33 SO. FT.
M�=390.0 WALKWAY 155 SQ. FT.
�F INV=386.0— BUILDING HEIGHT CALCULATION DRIVEWAY 570 SO. FT.
z I/ ssolZ6 C, YDI (ORIGINAL GRADE) PATIO 108 SO. FT.
B=389.80 46.00' A-388 02 A=388.02
42.53' S - 13=389.80
C=391.59
Z
INV=379.83 Mlw 3:
3c: 2 D=388.76
[Lww 1,558.17 -- 4 389.54 AVE. ELEV.
y88"41'bl L
V) LAJ MAXIMUM HEIGHT = 389.54 + 25=414.54
Pt-(V _200-70010" 00_�J PROPOSED MAX. ELEVATION=414.07 SCALE: 1"=20'
12_� comer PlaiLz— 0' 5' 10' 20'
Zone PROJECT BENCH MARK
Setback ReggLr_ed TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF 222nd
Front C STREET S.W. AND 76th AVENUE W.
Sides 1,f 15 -7-577: 71 ELEVATION : 374.92
2_� -)q OPRONi-ED BY PLANNING DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929
Other FIRE SITE BENCH MARK : WILL BE FURNISHED AS CONSTRUCTION IS
Height 2E HYDRANT COMPLETED RESUB
ENGINEERING DIVISION SEP - 5 2012
LOVELL-SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036 "PR VEO AS NOT D
T
TELEPHONE: 425.775.1591 LSA FILE NO. 4912 DATE: 8-30-12 DRAWN: JTT 011 ( !��
o,R I U Date: L w III nwa nFPARTMFP
CONSTRUCTION SEQUENCE
1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING
INSPECTOR (771-0220 EXT.1326) TO SET UP MEETING.
2. CALL FOR UTILITY LOCATIONS (1-800-424-5555).
3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN.
or)
4. FLAG CLEARING LIMITS.
BMP#C1
5. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO
EXPOS�v
APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS,
MULCHING
E1.1, E1.2, E1.3, AND ALL OTHER MEASURES THAT MAY BE
SOILS(TY
REQUIRED DURING CONSTRUCTION. INTERCEPTOR SWALE SHALL
BE INSTALLED PRIOR TO SITE GRADING/CLEARING.
6. CLEAR SITE PER THIS PLAN (DEMO, ROUGH GRADING).
7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA
LLj
REQUIREMENTS AND MAINTAIN DUST CONTROL.
8. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, GAS, ETC.).
LJLJJ
9. FINAL GRADE/PAVE, MAINTAIN CB. PROTECTION.
>
10. LANDSCAPE, HYDROSEED AND MULCH ALL EXPOSED AREAS.
LLj
DISTURBED AREAS SHALL BE COMPOST -AMENDED.
FTG
DRAIN DRYWELL
11. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION
MEASURES ARE INSTALLED. APPROVAL BY CITY REQUIRED,
24"PERF PVC\,
PRIOR. TO REMOVAL OF ESC DEVICES.
"BOTTOMLESS
,ROCK -FILLED
-FABRIC-LINED
EROSION & SEDIMENT CONTROL (ESC) NOTES
-GRATED L9
&J
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE
PRACTICAL,
PER SOILS ENQ
Zi
CONSTRUCTION VEHICLE: ACCESS SHALL BE, WHENEVER (DEPTH
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. $EDIMENT 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
C�v
T
t
_7��4"INV=3'88.3
....ROOF DRAIN HI P T...
9
9.50 G F�(x6E 389.0
LOW SLAC"� IN I'M
-HI SLAB
-V :-. Li
ROOF D
9 04 "C
@
E 89.0
FG AT FNDN=389.5
FF=390.0 ROOF DRAI
B.O.F.=388.0 go,-491PVC
@ 0.67%
INV=386.0 -
BMP#C233-SILT 9
891.5 11, FENCE(TYP..)
0)
RD INV=387
V
_V V
W_
AREAS: N
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL 13E
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, W E
AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED
SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED
TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR
MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND
NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30).
SCALE 1"=10'
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT
PROPERTIES: I M EIM EMEMEM
ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT EM Em IMEM I
DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, 0. '5' 10, 15' 20'
SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A
COMBINAT10N OF THESE MEASURES AND OTHER APPROPRIATE BMPS. GENERAL NOTES
LEGEND
4. ESC MINIMUM REQUIREMENT - MAINTENANCE: 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY
ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY XXX DESIGN CONTOURS PER PLANS OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND
INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL
PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE %CEPTA13L.E TIOTILM PROPOSED FINISHED CONTOURS CODES, RULES AND REGULATIONS:
AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE AC
MANUAL. MATERIAL . ....................... . BSBL (BUILDING SETBACK LINE) CURRENT INTERNATIONAL BUILDING CODE (IBC)
2010 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
5. ESC MINIMUM REQUIREMENT - OTHER BMPS: 3DR 35 MUNICIPAL CONSTRUCTION
AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE BCH 40 WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT
THE EFFECTS INCREASED RUNOFF SHALL BE APPLIED. N -12 MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) -
6. ESC MINIMUM REQ . UIREMENT - UNDERGROUND UTILITY F810 HANCOR 2. CONTRACTOR SHALL RECORD ALL APPROVED . DEVIATIONS FROM - THESE PLANS ON A
CONSTRUCTION:
THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL DRAINAGE CONSTRUCTION NOTES SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS
SPECIFICALLY ADDRESS THE FOLLOWING: ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR
A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS; PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE 1. FOOTING DRAINS SHALL NOT BE CONNECTED.TO DETENTION BE SUBMITTED TO THE CITY'OF EDMONDS PRIOR TO FINAL APPROVAL OF THE
CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SYSTEM. INDIVIDUAL LOT FOOTING DRAINS SHALL BE TO DRYWELLS BUILDING OCCUPANCY/FINAL PROJECT APPROVAL.
SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES: INSTALLED AT TIME OF BUILDING CONSTRUCTION.
C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO 3. CONTRACTOR SHALL LOCATE I AND PROTECT ALL UTILITIES DURING CONSTRUCTION
SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER 2. PIPE MATERIAL: AND SHALL CONTACT THE UNDERGROUND U11LITIES LOCATION SERVICE
ACCEPTABLE MEANS); UNLESS CALLED OUT OTHERWISE ON THIS PLAN, ALL STORM DRAIN
D. TRACKING AND SPILLING OF MATERIALSON STREETS DUE TO PIPE MATERIAL SHALL BE PER C.O.E. APPROVED MATERIALS LISTS (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
'HAULING; MM-1, MM-2 & MM-3.
E. DAILY CLEANUP AND STREET MAINTENANCE. 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT
3 INDIVIDUAL LOT FOOTING/WALL DRAINS LL GO TO INDIVIDUAL SITE BEFORE STARTING WORK AND SHALL -NOTIFY OWNER'.S REPRESENTATIVE OF
DRYWELLS LOCATED ON
MINT DISCREPANCIES.
EACH LOT.
5. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE
A� Lt, UTI 1.4 T-1 05 1:5�_
APPLICABLE) AND.SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS
ALL,05 0
STORMWATER
CLASSIFICATION WORKSHEET INFORMATION:
THEREOF. ALL SITE WORK SHALL BE PERFORMED. IN. STRICT COMPLIANCE WITH THE
RECOMMENDA11ONS OF THIS REPORT.
1
PERMEABI F PAVEMENT, PROPOSED=O.O.SF
'GA_4A_t�6, CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
2.
3.
IMPERVIOUS AREA TABLE (SEE TABLE ON THIS SHEET)
TOTAL AREA OF LAND DISTURBING Ac1i\.4TY=5'.727±SF
t3c com�bs-r AM 0,\�De7D
INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
_F5�- 8 MOTS, 15
4.
EARTHWORK.QUAN11TY.
1. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER
EXCAVA110N=82±CY,- FILL=25±CY, TOTAL=82±CY
Vjjfj-a(2_ �J\4�jtyq, vo� V C_H fS_j> -rt�7R a ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC
5.
PROJECT WILL NOT CONVERT 3/4 AC OR MORE OF NATIVE
GRADING AND EROSION CONTROL REQUIREMENTS.
6.
VEGETATION TO LAWN OR LANDSCAPED AREA
WATERSHED=CREEK OR LAKE BASIN=HALLS CREEK
M EXPOSED suRFACIES TO
WATER & SEWER 8. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY
7.
PROJECT CLASSIFICATION: SINGLE LOT IN A LARGE SITE PROJECT
ERIED VNI'T WN
Bl� COVI
INSPECTIONS REaD SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR
APPROVAL.
Ii.
CALL 425-771-0220 EXT. 13128
IMPERVIOUS AREA TABLE (DATA OM Ci)
9. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN
TYPE
AREA (SQUARE FEET)
NON -REGULATED
0
///Z//////////ZZ//
EXEMPT
REGULATED
REPLACED
0
0
NEW (POST 1977)
+
2,745
TOTAL REGULATED IMPERVIOUS AREA
2,745
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S)
2,745
REGULATED AREA NOT YET MITIGATED
0
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
0
AREA- PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES
0
SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING
BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED
IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING
CERTIFIED EROSION AND SEDIMENT EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF
CONTROL LEAD (CESCL) SHORING AND BRACING, AS REQUIRED.
CONTRACTOR SHALL PROVIDE A DOE CERTIFIED CESCL WHO 10. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY
SHALL BE AVAILABLE AT ALL TIMES. PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS,
STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT
RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN
APPROVAL FROM THE FIRE MARSHAL.
CONSTRUCTION NOTE
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS
SHALL CONFORM TO THE CITY OF EDMONDS STANDARD
CONSTRUCTION' SHALL CONFORM TO THE LATEST CITY
STANDARDS AND SPECIFICATIONS.
Z V= 3
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Lovell - S auerland
& Associates, Inc.
Engineers/Surveyors/Planners
Development Consultants
19217 36th Avenue W.
Suite 106
Lynnwood, WA 98036
phone: (425)775-1591
e-tmail: info@lsaengineering.com
web: Isaengineering.com
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EA�ERE
i5T $U5MITTAL-oS/?_?_hz
LS
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C� C*�!
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00
389- 29.5" @ 6.4%
387-
z
PROFILE
,DRIVEWAY
SCALE: H&V: 1"=10'
ENGINEERING DIVISION
z
'z-Tr1�V1=yj/AS
Date:,
<
ry
Q)
_j 0
LL_
IZ:
Uj
UTILITY CONFLICT NOTE
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS
APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS 0
OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND
DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY.
CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO
CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT
ENGINEER IMMEDIATELY. AUG 2 7- 21
BUILDING DEPAF
APPROVED FO R CONSTRUCTION
CITY OF EDMONDS
DATE:
B Y..
14,TfEfTNIJEETMENT
CITY OF EDMIC
z
I—
ft-00,
D
0
C)
0
r10000,
M
III
Z
0
B
12
141ENT
IDS
SCALE
AS SHOWN
DRAWN CHECKED SHEET
J0 JPO
DATE F.B.
08-20-12 493 , PG.44 C2
PERMrr #
BW2012-005-n
LSA FILE NO 4912-12 OF2