23422 76TH AVE W.PDFlill 11111111
6424
23422 76TH AVE W
ADDRESS:J.3#.2,9—
w- 0
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
I
CRITICAL AREAS:OM Q# DETERMINATION: 0 Conditional Waiver E] Study Required X Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE
LID #:
SHORT PLAT FILE:
-7-
LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
A-
SIDE SEWER PERMIT(S),#: VA 3
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
LATEMP\DS'Ps\Forms\Stree( He Checklist.doc
M.
LW: --A
PLANNING DATA
TW
0
11 STREET=FILE
Name: M i Lelf.,
Date: I C> 0 C;> (p
Site Address: 7, ?) + Vt Ave, W
Plan Check#: BLD-2006- (03-9�
Project Description: ca a ra qt/ a et tt (fi, oyi
Reduced Site Plan Provided: (0 NO) NT-C2
I Zoning:
Map Page:
Corner Lot: (YES(�) —[Flag
Lot- (YES
Critical Areas Determination #:
El Study Required
Waiver
SEPA Determination:
Exempt 4.SD CyCkc-;, OV-06(file PYOPO4-w�d---
Needed (Requires: (1) Fee, (2) Environmental Checklist, and (3) APO List with notarized form).
Re Setbacks
Street -
E! * ' *2- 5 —1
Side: 3. E5
N
Side: 7.6
� 6
Rear:
W
Actual Setbacks VV
0
Street:
Side- q
Side:
Rear:
Detached Structures: C
.7 0 VVVI M c
Rockeries: .2ifC, plarX.
Fences/Trellises: 0,� c,7 V1 0 Dyl 4E7 i tr
Bay Windows/Projecting Modulation:
Stairs/Deck:
Parking Required:
Parking Provided: N I ClArIpayt;
Lot Area: 18 2::Np vem a
Lot Coverage:
Lot Coverage
Calculations: j "oo rzo
Buildin Height
Datum Point: 6,, f9 �. 4. t W �A
Datum Elevation: H5� ro + 0
Maximum Height: 1 �7+(I. -+-+r-3 �
Actual Height: S (00t. E5
ADU Created: (YES tVA-e" (-7 V% 0 W V\-
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES /EO))
Vther
M104
max
an eview By- e;w , e�
L ALL WORK SWALL CONFORM TO APPLICABLE CURRENT
BUILDING,. MECWAN'CAL. ELECTRICAL. PLUMBIW AND
ENERGY CODES.
2. PRIOR TO COMMENCIW, ANY WOFY- CONTRACTOR
SWALL VERIFY ALL EXISTING DIMENSIONS. MEMBER
51ZES, AND CONDITIONS. EX15TI C�C"`STRUCTION
S"OWN ON T44E DRAWINGS ARE NTE14DED AS
GUIDELINE ONLY AND MST BE FIELD VERIFIED-
3� ALL WOO EXPOSED TO CONCRETE 5UFFACE 5WALL
BE PRESSURE TREATED.
4. ALL WOOD EXPOSED TO LUEATWER 5Ucw AS DECKS.
RAILINGS. JOISTS. POSTS. A BEArTS TO BE PRESSURE
TREATED OR CEDAR
5. PROVIDE FIREBLOCKIN3, DRAFTSTOPS AND
FIRESTOPS PER IRC 2003,
6. BAT;4 E)04AUST FANS SWALL BE VENTED TO T�E
OUTSIDE
1. SATW. LAUNDRY 4 SIMILAR ROOMS REQUIRE MIN.
ME04ANICAL VENTILATION DIFUECTLY TO OUTSIDE,
CAPABLE OF 5 AIR CWANGES PER WOUR
8. UJATER RESISTANT GILB SWALL BE PROVIDED AT
ALL LOCATION UTM94 12* OF: TUB 4 SWOUJER DRAIN
lf�LETS.
15. WOOD MEMBERS ENTERING MASONRY OR C4PNCRErE
RFMIFRE t,2'KET AIR SPACE ON TOPS. SIDES. AND
ENDS.
IV. PROVIDE MIN. '15- TkROW ON DEA05OLT OR DEAD
LATCJ4 FOR DOORS. VISITOR OBSERVATION PORT
EXTERIOR E>ITRY DOOR WINCOW5 WITWIN 10. CC
GRADE SWALL BE CAPABLE OF BEING LOCKED.
ALL LOCKS MST BE ABLE TO OPENED FROM TWE
NSIDE UTHMT T14E USE OF KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT.
iL STAIR CONSTRUCTION PER IRC 2003. SECTION 311
MAX RJSE - 13/4" MIN. RIN - W', MIN. WEADROOM - 6-11'.
MIN. WIOTI4 - 36'.
WANDRAILS TO WAVE ENDS RETURNED TO WALL
OR NEWEL POST OR VOLUTE 34*-38' A50VE
TWREAD NOSING. GUARDRAILS
WANDRAILS GRIPS MUST BE 11/4' - 2'CRO56 SECTION.
WANDRA& MAX PROJECTION INTO STAIRWAY - 4 1/2'
MAX RAILING OPENING SO LE55 TWAN *
6. 0 MAX OPENW. AT TREADAZISERA�All_ TRIANGLE
12. DFZAWU-rS ARE NOT TO BE SCALED. WRITTEN
DIMENSIONS GOVERN CCNSTRlJCTIOtL
13. WWERE CONSTRUCTION DETAILS ARE NOT SHOWN
OR NOTED. TWE PROCEDURE 5WALL BE PEFr-ORIlED
TO STANDARD CONSTRUCTION PRACTICES.
14. TWE CONTRACTOR SWALL VERIFY ALL DOOR AND
WINDOW ROUGW-OPENING DIMENSIONS WITI4
MANUFACTURER PRIOR TO CONSTRUCTIONI.
I',. ALL FRAMING ANC-11ORS, WOLD-DOUNS. AND SHEAMUALL
5WALL BE INSPECTED PRIOR TO COVERING,
16. GLAZING, IN WEATED AREAS TO BE INSULATED
DOUBLE GLASS AND TO BE LA LEDLL9TI4A
APPROVED TESTED *U' VALUE.
11. ALL HAPlIGERS BY SIMPEON OR EOUAL.
STRUCTURAL DESIGN NOTES
2x STUDS - WF -2
2. FLOOR 4 ROOF JOIST - WF -2
4x A &x BEAMS - DOUG FIRILARr-W -2
COLUI*NS - DOUG FIRVLAJRC�l -2
DESIGN LOADS,
FLOOR ' LIVE;40 P5F, DEAD.10 P5F
ROOF - LIVE- 5 PSF, DEAD-15 PSF
WINDt EXPOSURE - 15,88 MPH
SE15MIC: ZONE 02
SOIL, 2000 PSF ASSUMED BEARING,
CONCFIETE - 2500 PSI - 28 DAYS,
REINFORCEMENT - GRADE 40 ?3' CLEAFI UN.OJ
ALL CORNERS TO MAVEt
BARS TO MATCW
;b =ZC71TAL RONFORCEMENT.
GRAPHIC SYMBOLS
-DETAIL NUMBER
SWEET hLM5FR
BUILDW. SECTION NUMBER
514EET NJIBER
INTERIOR ELEVATION NIMBER
SWEET NZIBER
ROOM
r5Wn -ROOM NPMER
<2D -DOOR NUMBER
0 --WINDOW NUMBER
<8> ------WALL Tr-E
0 -REVISION CLOUD
EMSTING OVER4EAD
.OUSE
ELECTIRICAL AND
TELEFWONE LINES ------
RESE 1/2- REEIAR
AF
NR R.O,S�
3112105005
ENCROACHMENT- 2.6'
C AR PWT 354.)S
VCCD --ENCr ON CONCRETE WALL
3.55
=47
ENCROA mENT,- 2.9'
ma
14 -2.711 N 89,59,53- W 100,007 F
FFNO.
TACX IN
GRASS
Z" 5
cr�
- I '��a a
CONIC 4
TER METER
r
I.
.3
350118
E�ISTINt
WOOD ANTER
RE.OVE EMS
STRIP WOOD STAI R 'sTt�
E_t'�::' IST. FLOOR:.
UPER
STORY CANTI 4EVERED 2'
SAr4ITARY SEWER
---I -
L
"I
EXtSTI G 2-15TORY
7'
�OLI
I
...
. �'347M
WOOD FR4ME
346-SL
HOUS .7
VICINITY MAP
a
q
t
IT
-------- CONC
02342 0 PROJECT INFORMATION
=d2 OVVNER- MI LEE
OUTLINE OF AVERAGE 17, IST
Lil 11 /" 3".95
GRADE kEIGHT BOX -/ : -11 1 i
0 S.
OUTLINE OR ROO ADORES 23422 16T. AVE� LLE5.
EDMONDS. WA '11011,
54LT PENCE PER I �z
a rITY OF EDMONDS I PROPOSED ARCEL NUMSEA- oml6l-cm-032-10
ENGINEERING DEPT. 1-STORY z
STARDARD ELL LEGAL DtSCFUPrl0t* TWIE EAS 00 FEET OF TWE NORTW 85 FES OF SCUTW
RESIDENTIAL 1 05 FEET OF NE NORrw 310 FEET OF TRACT 32.
x 1_1 SKELTON5 LAKE M.41-EER 5, ACRE TRACTS.
I < ACCORD' N4 TO r4E PLAT r6IEREOF RECORDED N
ADDITION >
3w."
a- VOLUME 6 OF PLATS, PAGE 21, RECORDS CF
SNOWCM1514 COUNTY. WASWINGTON.
346.5 OL604: . V
RA�S
GRASS
<
ZONING.
...... LOT S17 7. Sa FT. 01% ACIRES
FLOOR AMA' STING LOWER FLOOR 33'1 Sa Fl.
EXISTING IST FLOOR 150 SO FT.
'c EXI
... ..... EKISTIW, WDj5E - IJM�5 SCL Fr.
3SM52
NEW t5r rL. ADDITION - %38 Sa FT.
fZVINNERS
0 . ? . N
U7.2
TOTAL LIVW, AREA 2 021 5a FT.
7
�14_ ml� L; - - - - - ------- EXISTINC, CARPORT 115, $a FT.
L71;;WE;ISTW3 CCN4.
R24,ER OVER NEW ADDITION
P S' CEDARS:
I IMPERVIOUS StkFACE CALQ- 303 % < 35% f3U71
EXISTIIG WOUSE ROOF CUrL04E-
(1?* 4 LWROOF OVERWANOIl 866 Sa FT.
z
LDM SETBACK dwz EXISTING CONIC DRIVEWAY .4 PAVEI'IEN'S,
0" SF - 42 SF 36 SF- 36 SP) 4W 50. Fr.
- - - - - - - - - - - - - - - - - - - - - - - - - T - -
CD PROPOSED �iOIJSE ROOF OUTLNEi 1�26 SO Fr.
PROPOSED CONC, STOOP AND WALIQ"Y - 104 SOL FT.
TOTAL 2_5 16 SOL FT.
34&1 351.9
30.00
f��.500 50. FT. - 303 %
7-A-915'�7 -135.d-o-
OWASLE t 18 .2' A50VE AVERAGE GRADE 14Er,14T. < 25 FT. r____yl
0 ALL
FOUND CONCRETE NAIL I
IN SHINNER E O�15* AND S 0-02' FND 1/2- REBAR PER R-O.S. AF AVERAGE GRADE REIGHT- A - 351.5
'I . - 314- � 4055 / 4
: I ASPH DR 3 12105005 . I W38 (AVERAGE GRADE 4GTJ
C: - 341)
0 - 3525
ENVELOPE PRECRIPIIVIE PATI* OPTION - IV CLIMATE ZONE I
tINLIMITED GLAZING AREA (&ROUP R-3. 51116LE FAMILY ONLY)
VERTICAL GLAZING (U) ; 04
- -- - -- O%,VR4EAO GLAZING fU - 058
DO-IR (U)C;,020
vALLrED LNG - R-30
CEIL!W.�.R-38
WALL : R.21(2xb WALL CCN5TRUCrIONJ
PROJECT DATUM 3541Z AM51-. (MAN rLom QQ+ 10 (BELOW GRADE)
'-F ELEV: 0-0' FLOOR . R-30
STRUCTURAL- BRACED WALLS (CONVENTIONAL) PER IRC_ R602JO
CONTINUOUS WOOD br%UCTURAL PANEL S�EATWM
Zone Corner
SHEETINDEX
aC d 7Aal�� T-I Clovu� S�EE T� 51TE Fl. AN
EXISTING SITE PLAN aqL-h A-] OVERJLL PLAN, DL-IOLIT10N PLAN I ELEVATION
SCALE- 1' - 20'-0' Front A-2 EXLAR . �EO FLOOR PLAN
NORTH Sides A-3 FOU0.%TION PLAN
A-4 ROOF ,-LAN
Rear A-S, ELEVArIONS
A-6 BUILC)II4 SECTION
Other A-1 DETAILS
±!�&ht
L E m E F I E I D " EN (0 1 3* E ADDITION- REC031hoUB
23422 76TH AVE WEST, EDMONDS WA 98026 Y Clopy 13 2006
SLALAFVNR�CVT
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of ED-At
City. of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
t sc)t Fax: - 425.771.0221
1he 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.
ne purpose of the Checklist is to enable City staff to
deterrnme whether any potential Critical Areas are, or
may be., present on the subject property. 7be information
needed to complete the Checklist should be easily
available from observations of the site or data available at
City, Hill .(Critical areas inventories, maps, or soil
surveys).
Date Received: 7/ 11W U
City Receipt#: 0 6 09 i 0
Critical Areas File #:CP-A. %op&. t)�Ix W
Critical Areas Checklist Fee:- - $135.00
Date Mailed to Applicant:
A property owner, or his/her authorized representative,
must'fill out the checklist, sip and date it� and submit it
to the City. 'Me City will review the checklistmake *a*
precursory site visit� and make a determination of the
subsequent steps necessary to cornplete'a development.
permit application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form.. In
addition, thi applicant. shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjiniction with this Checklist to assistant staff
in completing their preliminary 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 a*ny and all damages, including reasonable
.attorney's fees, arising from any action or infraction based in whole or part upon false,* misleadin& inaccurate . or.
incomplete information fin-nished by the applicant, liMierfits; agents or employees.
.By my signature, I cer* that the information and exhibits herewith submitted are true and correct to the -best of my
knowledge and that I am authorized�tto fin] this tion �on thh�ebehalf of the owner as listed below.
I . �Tlu s a �Ic a
.SIGNATURE oF APPLicANTIAGENT DATE
k� 7 �J U
'Property Owner's Authorization
By my signature, I cer* that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant. my permission for.the public official
Ond the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attenoaqt tVihis application.
SIGNATURE OF I
PLEASE PRINT CLEARLY
Owner/Applicanti.,
14arne
L51) 2,2- Mt- ww_
Street Address
_C)Qmk�Lm V-4\- . �J . T T)__�L
city State Zip
Telephone:
Email address (optional):
Applicant Representative:
avlf�
Name
Street Address
City State Zip
Telephone: un", Art -
Email Address (optional):
#P20
-Critical Areas Checklist
CAFileNo-.
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/Location: iy...
2.: Property Tax Account. Number:
3. Approximate Site Size (acres or square feet). 0 1 q 6L Cle-fc-
4. Is this site. cuffently developed? yes; no.
If yes; -how is site dev�loped? tK V ev-H Yl!� a
5. Describe the general site topography. Check all that apply.
Flat less than.5-feet elevation change over entire site.
'Rolling- slopes on, site generally less than 15% (a vertical rise of 10-feet-over . a horizontal
distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet
over. a horizontal distance of 33. to 66-feet).
4e�� 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?9
Site contains areas of year-round: standin g water. Approx. Depth:
7. Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?
8. Site is in the floodway ffiYldpiolain _/,//f&—_of a water course.
9. Site contains.a creek or an area where water flows across the grounds surface?.. Flows are year-round?
Flows are seasonal? (What fime of year?
10. Site is primarily. forested Ab"A� meadow shrubs mixed
urban landscaped (lawn, shrut* etc)
-11. Obvious wetland is present on.site:
For City Staff Use (inly
1. Plan Check Number, if applicable?
2. Site is Zoned? - Q (5, — q
.3. SCS mapped soil type(s)? S- AkQLeI!�:&ock-,a1-Uc-6b,, la,'d Q, 4n 97, e.1o(2e_q
4. Critical Areas inventory or C.A., map indicates Critical Area. on site? Ercf!�%
5. Site within designated earth -subsidence landslide hazard area?
DETERMINATION
STUDY REQUIRED WAIVER
Reviewed br. Date:
APPLICATION CARD No . ......................................
The City of Edmon for
SEDE SEWER PERMIT
%7REETI FILE OUTSIDE INSIDE E] REPAIRS EASEMENT No . ......................................
I I r% ? no/
OWNER ... ....... Z ......... 6ZA,
...................... ....................................... ... CONTRACTOR ------- LQ .................................................. ...... PERMIT No
C'r STREET
HOUSENo . .. .................................. ......................... ............................ ................ AVENUE LOT No . ...................................................................... BLOCK No . ...............................................
NAMEADD . .............................................................................................. ....................................... ...............
0
Q
Date Approved:
BACKFILL WORK ORDER ISSUED ................................... DEPOSIT_ ....................................
f
SEWER WORK ORDER ISSUED .......................................... DATE ........ ...... ........ .............. By ---------------
:-z
NOTICE:
No warranty of accuracy.
The information shown on the attached
map(s) was compiled for use by the City of
Edmonds, its Employees and. Consultants.
The City of Edmonds does not warrant the
accuracy of anything set forth on these
map(s). Any person or entity requesting a
copy should conduct an independent
inquiry regarding the information shown on
the map(s), including, but not limited to,
the location of any sewer stub shown. Such
sewer stubs may or may not exist and may
or may not exist at the location shown.
Neither the City of Edmonds nor its
employees or officers shall be liable for the
information given on this map(s), nor for
any one representation provided based
upon said map(s).
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
STIZEETfk]
Name:
.�j
Date: I I akl
�3 13-
Site Address: -46 k\, Ave_ VJ
Tax Parcel- 15,46700062P�10
00-
Project Description: 'cl' 6
Plan Check #: bL1D'2,01 tol-a�
Reduced Site Plan Provided: NO) —Tzoning:
V41G_9
Map Page:
Corner Lot: (YES
Flag Lot: (YES
Critical Areas D ' etermination #: eAA2�0=aj
El *Study Required.' -
waiver
7
SEPA Determination: F_XeXnPk:
Exempt'
El Needed (for over 500 cubic yards of grading)
13 Fee 0 Checklist 0 APO List with notarized form
Re, Z ed S tbacks
Street:
Side:..-
Side:
Rear:
ActualSetbacks -C_-,V-0nr*
Street:
Side:
Side.*(,) 57
�ear-
El Detached Structures None- S�%vcon
Rockeries:
Fences/Trellises:
Bay Windows/Projecting Wodulation: Cv..
El Stairs/ Deck: Al.,e,
Height
Datum Point:
Datum Elevation:
Maximum Height Allowed: 2,5/ ActualHeight:
(3(
Otl7er
Parking Required:
Parking Provided:
Lot Area:
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations: 1_!Rrr,0-r1?050010= 3. �i7.L'.'
ADU Created: (YES
Subdivision: Sk., Vnjmcl�. LIAKel— Mc_Akeex 5A"r 'T n; I o sS S i c6 a4 Nate)' �-F_t
Legal Nonconforming Land Use Determination Issued: (YES /10
Comment5
Plan'Review By:
Planning Data Form 07-14-09
GENERAL NOTES
VICINITY MAP
1. ALL WORK SHALL CONFORM TO APPLICA5LE CURRENT
5UILDING, MECHANICAL, ELECTRICAL, F-LUM51NG, AND
ENERGY CODES.
2. PRIOR TO COMMENCING ANY WORK, CONTRACTOR
SHALL VERIFY ALL EXISTING DIMENSIONS, MEM5ER
SIZES, AND CONDITIONS. EXISTING CONSTRUCTION
SHOWN ON THE DRAWINGS ARE INTENDED AS
VERIFIED,
GUIDELINE ONLY AND MUST 5E PIELF
3. ALL WOOED EXPOSED TO CONCRETE SURFACE SHALL
5E PRE65URE TREATED.
4. ALL WOOD EXP05ED TO WEATHER, SUCH AS DECK5,
RAILINGS, J015TS, POSTS, 4 5EAM5 TO 5E PRESSURE
TREATED OR CEDAR.
F�. PROVIDE FIRE15LOCKING, DRAFT5TOP5 AND
FIREe,TOP5 PER IRG 2003.
(b. 5ATH EXHAUST FAN5 SHALL 5E VENTED TO THE
OUTSIDE.
-1. 5ATH, LAUNDRY 4 SIMILAR ROOM& REQUIRE MIN.
MECHANICAL VENTILATION DIRECTLY TO OUTSIDE
CAPABLE OF 5 AIR CHANGE5 PER HOUR.
0, WATER RESISTANT GW5 $HALL 5E PROVIDED AT
ALL LOCATION WITHIN 12" OF TU5 4 SHOWER DRAIN
INLETS.
'B, WOOD MEMBERS ENTERING MA5ONf;RY OR CONCRETE
REQUIRE 1/2" NET AIR SPACE ON TOFS, SIDES, AND
ENDS.
10, PROVIDE MIN. '12" THROW ON DEAD5OLT OR DEAD
LATCH FOR DOOR5. VISITOR 055ERVATION PORT
EXTERIOR ENTRY POOF-' WINDOWS WITHIN 10' OF
GRADE SHALL f5E CAPAIBLE OF 5EING LOCKED.
ALL LOC<5 MUST 5E 45LE TO OPENED FROM THE
IN511DE WITHOUT THE USE OF KEY OR ANY SPECIAL
-FORT.
KNOWLEDGE OR Er
11. STAIR CONSTRUCTION PER IRC 2003, SECTION 311
MAX. RISE
- 1 3/4% MIN, RUN - 10", MIN. HEADROOM &'(5-,
MIN, WIDTH - 3ro'.
HANDRAIL6 To HAVE ENDS RETURNED TO WALL
OR NEWEL P05T OR VOLUTE 34'-30' A50VE
THREAD N05ING, GUARDRAILS
HANDRA15 GRIPS MUST BE 1 1/4" 2' CRO-55 SECTION,
41/2"
HANDRAIL MAX. PROJECTION INTO STAIRWAY
MAX. RAILING OPENING 61ZE LE55 THAN 4'
ro' 0 MAX. OPENING AT TREAID/R15ER/RAIL TRIANGLE
DIMENSIONS GOVERN CON5TRUCTION.
,ALELD. WRITTEN
12. DRAWINGS ARE NOT TO BE 5C
_UCTION DETAILS ARE NOT SHOWN
13. WHERE CONSTF
OR NOTED, THE PROCEDURE SHALL 5E PERFORMED
TO STANDARD CON5TRUCTION PRACTICES.
14, THE CONTRACTOR &HALL VERIFY ALL DOOR AND
WINDOW f;ROUSH-OPENING DIMEN51ONS WITH
MANUFACTURER PRIOR To CON5TRUCTION.
Iel. ALL FRAMING ANCHOR5, HOLD-DOWN5, AND 5HEARWALL
SHALL 51= INSPECTED PRIOR TO C;OVERINGz.
1(0. GLAZING IN HEATED AREAS TO 5E INSULATED
DOU5LE GLASS AND TO 5E LAIBELED WITH A
APPROVED TESTED "U" VALUE.
M. ALL HANGERS 5Y SIMPSON OR EQUAL.
STRUCTURAL DESIGN NOTES
2x STUD5 - PF *12
2x FLOOR 4 ROOF J015T - HF 1*2
4x 4 rox 5EAM,5 - DOUG FIR./LARCH *�2
COLUMNS - DOUG FIR./LARCH #2
DE61GN LOADS:
FLOOR LIvE=40 PSF, DEAD=10 PSF
ROOF LIVE=25 f-,5F, DEAD=15 P5F
WIND: EXP05URE - 5, B5 MF=14
SEISMIC: ZONE F-)2
SOIL.- 2000 f=5F ASSUMED 5EARING
CONCRETE - 2500 P51 lv 2a DAYS,
REINFORCEMENT - GRADE 40 (3" CLEAR, UN.O.)
ALL CORNER5 TO HAVE:
21-01
- CORNER 5AR5 TO MATCH
HORIZONTAL REINFORCEMENT.
GRAPHIC SYMBOLS
DETAIL NUMBER
SHEET NUMBER
—BUILDING SECTION NUMBER
X
AX —5HEET NUMBER
X —INTERIOR ELEVATION NUMBER
AX —5HEET NUMBER
ROOM
I xxx —ROOM NUMBER
---DOOR NUMBER
WINDOW NUMBER
0
—WALL TYPE
X
X —REVISION CLOUD
350.47
0) Cn 0
-
io N 6
Cn LO
V)
<
<
M
W
W
Zn
RESET 1/2" REBAR PER R.O.S.
AF 8112105005
222'
HOUSE
EX15TING OVERHEAD
El ECTRICAL AND
TELEF�ONE LINES -
ENCROACHMENTF- 2.6'
4.43
— EX15TING DFIZIVEWAY
CUT TO REM IN
N 89'59'53' W 100 00' 1F
M W LUMMUMNOM
%
35 7 FND.. TACK IN LEAD
354.56
GRASS r- DW 53.93
351.5 352.5 CONC 354.4
350,08 W .8 . . . .
... ..... I ....... —W 54.3
] -\350.18 7 . . . . . . . .. '64,
..........
J_ '4 .1'' -350.,64:-,
r
.............
V)
.77
(A
EXISTINi3 REMOVE EXISTINGI 77.7. , �:� ..... i ..... *
��8.4 FLOOR,'.'. '.'j- <
WOOD STAIRS .......... UPER STORY CANTIqEVERED 2'
WOOD ILANTER STRIP . .... * '' "' i ...
%354�96'-'- - %
. .....
............ ......... ...
.................... EXISTING 2-II3TORY 112 1
7' HOLLY 347.3 __j
WOOD FR4ME
............ _354.11 <
............
1 1* ............................. HOUSEI
346.9 L 354.7
347.3
- - - - - - #234221 CONC z
0
353.82
OUTLINE OF AVERAGE 1ST. FLOOR EL9V- 354-975 �3 5 �41
GRADE HEIGHT E30X z
0 a
C)
0 i
-SILT FENCE PER PROPOSED _�L C�
CITY OF EDMONDS 00
ENGINEERING DEPT. :
1-STORY ...... ...............
.3
�1. 7 50 1 r� L-
STARDARD EI.I. ..................... Lj-;
.. ............... ),I.*.,.,., ...................
Y,
RESIOENTIAL
0 ... ... Iftripallwoun.
...................
T
(D. j;
L
Al&p
CON:
..........
0 ADDITION
. . . ............... ....
........
346,5 ........
co 0
GRASS z
�9y.. f v I
ELEW'.354 Z F
io 1 ........ C7
x GRASS 0
�0_ ........ 0 Uj
......... -------
0 .......
0
0 TI--- -
Lc,*, ............ �T Wi ------ I---- W
....... ................ ..... . E NG ig =
f /1'.,.,.",.,.,.*.,.,.,.,.,.,.,.,.,.,. - . - I - I I . - . - . I I - . - . - . - ........
C-) C\1 OUTLINE: OF ROOF ..... ................................... ...... .
x OVERHANG ...................................... ......... Ij CONG; RUNNER; IL n
x T ** - - -_ ------ --------
a .... ........... ----------- T__,_ -
........ .1 .................. 0 7!
I_- <
... ............... ........ ----------
L -------- ---
BLF . ..........
AMPVC.� :r
1p- PPIE
.........
...... . ........ S93.52
x . ..... 80 -8.
U-1
........ ...
_4 ........... I .......
CL L" 347.2 .12 ............ .......... ..........
........................... 1352.7
I
0 0 ......
352.75
- - - - - - - - - - - - --
NEW CONTOUR
ATM
TliMPORA NMC-10tj
ENTRANCE REQUI E
0 EX15TING CONTCUR� 25'-0'
i K i
j`
,,-IBUILDING 5ET5AC< ONE--." f,
9 346.7
_j
346.1 351.9 <
1z, — �;:
wad M
al 1= ammanizu= on M
N 89*59 5�' W 100 00
z
0
FOUND CONCRETE NAIL
IN SHINNER E 0.15' AND S 0.02' FND 112' REBAR PER R.O.S. AF
8112105005
ASPH DR
DW
EWAY
I 6N
,ISTINGI
S
=3=
01 0
349.6
WOOD FENCE ON CONCRETE WALL
A
1
(E) CAR PORT
3,515'
LB
54.751
352.5
ENCROACHMENT 2.8'
------------------------ - - —1 54.57
354.91
i, 1�6 f
�ATER METER
OIN - WATER METER
354,301
4.22
SANITARY SEWER
OUTLINE OF ROO
i3.50
P��)
LLJ
:�E ".
ct" LW
sh) -ALK
NXIM
LLJ
>
<
NSM",
ITI ARED
- -REMOVE EX8TING
__j
DRIVEWAY CUT AND
<
REPLACE W1 N�W
CURB/GUTTEIR AND
0-
(f)
51DEWAL< f ry
-ER 61TY
<
OF EDMOND5
NDARD #T
6TA AL
E23 4 E2.13,
I
Jil
0
;7)
LLJ
__j
0
_j I
U 6 Lij
(0
30.00'
Uj LLJ
0
0
0
352.71
RIM 353.46 1 )8
"Nothing in
this Permit aPproval process shall be
lnt"Preted as all0wifIg-or permitting tile
maintenance of any currently elWifi; illegal,
nonconfo
or site rMMg or unpermitted building structure
condition which is outside the scope of the
t application regardless Of whethef such
0trUCtuW or condition is shown on the
site or d
Such building, struct= or
eon n be e subject of a separate
en ement acti n.
PROJECT INFORMATION
OWNER
MI LEE
ADDRESS-
23422 I&TH AVE. WEST
EDMONDS, WA cJ502(o
PARCEL NUMBER
00E,161-000-032-10
LEGAL DISCRIPTION
THE EAST 100 FEET OF THE NORTH 05 FEET OF SOUTH
105 FEET OF THE NORTH 310 FEET OF TRACT 32,
S<ELTON'5 LA<E MCALEER 5 ACRE TRACTS,
ACCORDING TO THE FLAT THEREOF RECORDED IN
VOLUME (o OF FLATS, PAGE 21, RECORDS OF
5NOHOM15H COUNTY, WASHINGTON.
ZONING -
LOT SIZE 0,500 SQ. FT., Odc3E� ACRES
FLOOR AREAS- EX15TING 15T FLOOR - 1�,O 6a. FT.
- 339 CO. FT.
EX15TING LOWER FLOOR
EX15TING HOUSE
1,051� SQ. FT.
NEW 15T FL. ADDITION
938 50, FT,
TOTAL LIVING AREA
2,021 SQ. FT
EX15TING CARPORT
- 115 50, FT,
IMPERVIOUS SURFACE CALC.. 3 0. 3 % 35 %
EXISTING HOUSE ROOF OUTLINE:
(12' 4 18' ROOF OVERHANG)
EXISTING CONG, DRIVEWAY 4 PAVEMENTS:
(366 6F + 42 SF + 36 SF4 3(o 5F)
PROPOSED HOUSE ROOF OUTLINE:
PROP05ED HOUSE CONC. STOOP AND WAL<WAY
- 066 SQ. FT,
- 450 SQ. FT-
- 1,126 SQ. FT,
- 104 SQ. FT,
TOTAL 2,51(o SQ, FT,
12,5-16 SQ. FT. B,500 SQ. FT, 30.3 %
ALLOWABLE HEIGHT- 11',V A50VE AVERAGE GRADE HEIGHT. < 25 FT.
AVERAGE GRADE HEIGHT, A 3E,25
3541E�
G 341.1 1,401.1 4 1351.18 (AVERAGE GRADE HGT.)
D
ENVELOPE PRECRIPTIVE PATH- OPTION IV, CLIMATE ZONE I-
- UNLIMITED GLAZING AREA (GROUP R-3,SINGLE FAMILY ONLY)
- VERTICAL GLAZING (U) = OA
- OVERHEAD GLAZING (U) = 0.50
- DOOR (U) = 0.20
- VAULTED CEILING = R-30
- CEILING = R-30
- WALL = R-21(2x(o WALL CONSTRUCTION)
- WALL = R-10 (BELOW GRADE)
- FLOOR = R-30
STRUCTURAL- BRACED WALL6 (CONVENTIONAL) PER IRC: R602.10
CONTINUOU6 WOOD STRUCTURAL PANEL SHEATHING
SHEETINDEX
T-1 COVER 5HEET, 61TE PLAN
A-] OVERALL PLAN, DEMOLITION PLAN 4 ELEVATION
A-2 ENLARGED FLOOR PLAN IS RESPONSIBLE FOR
EROSION COiNTROL AMID DRAINAGE
A-3 FOUNDATION PLAN
.%,
A-4 ROOF PLAN i'PPROVED AS NUMD
A-5 ELEVATIONS
BY EN=ING
A-& BUILDING SECTION
A-1 DETAILS
A -a GRADING CALCULATION Date:
7
APPROVED BY PLANNING
C'01LAyrtyl 6 remom d Zone
Corner Flag
&Lbac�k
' A2Ltu:red —A—ctual
Front IF—, 17-15
1;1 5 -)k-
Sides Y 1
Rear W
Other
----------
0
0
_:�i
co
0
Q�\
<
>
7S
N�
-�Fj
6
5H��f NUMP,
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lu U,
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L"M
r1R1
W
W
cc
W
>
0
�r;, �7 -�7.
eESS U 5-
FEB 2 3 2007
BUILDING DEPAFCrMENT
CrTy OF tDWNDS
5, 1 TFL,
PORTION OF NE 1/4 OF SEC 31 9 TWP 27N. RGE 4E. Wm
LEGAL DESCRIPTION:
THE EAST 100-00' OF THE NORTH 85.00' OF THE SOUTH 105.00' OF THE NORTH
310.00' OF TRACT 32, SKELTONS'S LAKE MCALEER 5 ACRES TRACTS, RECORDED
HEIGHT CALCULA77ONS
IN VOLUME 6 OF PLATS, PAGE 21, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
USING EX. MAIN FLOOR
REF = 354.95, A.M.S.L.
ADDRESS: 23422 76TH AVENUE WEST, EDMONDS, WA 98026
TAX NO. 005767-000-032-10
BUILDING ELEVA 77ON
NET AREA: 8,500 SF OR 0.20 ACRES
A= 351.5'
B= 354.4'
GROSS AREA: 8,500 SF OR 0.20 ACRES
C= 352.5 '
BASIS OF BEARING. SURVEY, RECORDING NO.: 9201105002
D= 347.1'
BENCHMARK. SSMH RIM LOCATED S.E. OF SITE, ELEV 353.46.
AVERAGE ORIGINAL GRADE
1405-514= 351.J7'
PROJECT DATUM:: 354.95 AMSL (MAIN FLOOR)
ALLOWABLE BUILDING HEIGHT
NOTES.
351.37+(25' MAX. HEIGHT)
1) BUILDING SETBACKS. 25' FRONT, 75' SIDES & 15' REAR (ZONING RS-8)
=376.37'
2) EXISTING WATER METER & SERVICE LINE (CITY OF EDMONDS)
--------
3) EXISTING SEWER (CITY OF EDMONDS) Shaxlbe,
PROPOSED BUILDING HEIGHTS
4) UTIL77Y PURVEYOR INFORMA77ON the
this p vnet"" i'llevA, n
FINISHED FLOOR = J51.00
TOP RIDGE=aa"W3a:%-6*f
WA I LK ul IT CUIVIVINUO A V� v v
"14 8xl0vAT%- 'j %�
� I.e �tj� e� ,
bk' the
SEWER CITYEDMONDS terPT 1�
ttea e SCOP
POWER PSE Main
vih�e'r" I,- . Of "gl 011 0a the
GAS PSE ildition 1.6 bs 'ho
0.r il _bA p, C�:
.te CO rpv - or, is s
CABLE COMCAST .'y1tj st'riletu"'
r vp OT co L�
, Olt a , 'a se;9a,;13�n'
PHONE VERIZON strxictu". 4. sac b,
5) GRADING QUANTITIES: TOTAL CU T- 15 C. Y. FILL: 15 C. Y I S, liall 0r avvw� !he
S�te
HOUSE TRENCHES.- CUTIFILL 0 C-Y C
'0'a
DRIVEWAY- CUTIFILL: 0 C.Y.
CRITICAL AREA: 0 CUTIFILL C. Y
6) FIL TER SOCKS TO BE ADDED TO ANY CATCH BASIN DOWNSTREAM FROM THE CONSTRUCTION SITE PER
EDMONDS STANDARD DETAIL E1.3.
7) SILT FENCE, EROSION CONTROL AND ARMORED CONSTRUCTION ENTRANCE TO BE IN PLACE PRIOR TO CONSTRUCTION.
PLACE AS NEED FOR PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. EDMONDS STANDARD DETAIL E1.1
8) STOCKPILE(S) (TO BE COVERED WITHIN 24 HOURS) TO BE DISPERSED AROUND FOUNDATION.
9) CLEARING LIMITIDISTURBED AREA= 0.03 ACRES OR 157. OF THE PROJECT SITE AS SHOWN ON THE MAP.
10) PROPOSED ROOF RUNOFF & DRIVEWAY TO BE COLLECTED WITH DOWNSPOUTS, YARD DRAINS, & STORM LINE AND BE
DIRECTED TO THE PROPOSED STORM SYSTEM ON-SITE-
CONSTRUCTION SEQUENCE NOTES
1. SCHEDULE A PRE- CONSTRUCTION MEE77NG WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326.
TWO DAY (48 HR) NOTICE IS REQUIRED.
2 REVIEW TEMPORARY EROSION AND SEDIMENT CONTROLNOTES.
J. CALL FOR UTILITY LOCATES.
VENTING DISTURBANCE OF ANY AREAS OF
-S- -ND-MAIN - I
EASURE A
'CONSTRUCTION ZONE.
VEGETArIOVUL Sf6E THE
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS
CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN
PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL
PRACTICES ANDIOR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
6. DEMOLISH EXISTING STRUCTURES
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE
DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE
IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE
STABILIZED PER EROSION CONTROL NOTES BELOW)
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS.
10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE.
11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL
1 BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR.
OWNER:
KRITSADANG KONGSOMBOOT
ARANYA WIBOONWATTANAKUL
23422 - 76 TH A VE. W.
EDMONDS, WA 98026
PHONE: 206-992-2275
SCO TSIMPSON@COMCAST. NET
CONTRACTOR:
TRA VIS PROSEK
P. 0. BOX 145
FALL CITY, WA 98024
PHONE: 206-550-8652
LEGEND
-o-
UTILITY POLE
�-�UTILITY
POLE WITH
LUMINARE
is
POWER METER
01
WATER METER
A'�J*hy" t r' 1) A
-9-
HYDRANT
WATER VALVE
9
CATCH BASIN
C2.y S�ll
L:roi
SANITARY SEWER MA �tCtfflmt"U_'d utl"ll'j tho pcnv-&'�.
GAS VALVE
GAS METER
G -APPROX.
GAS LINE
LOCATION
w -
APPROX. WATER LINE LOCATION
s --
APPROX. SANITARY
SEWER LINE LOCATION
-OH-
APPROX. OVERHEAD UTILITY LINE LOCATION
SITE, UMITY, AND DRAINAGE PLAN
& TESC AND GRADING PLAN FOR
PLAN CHECK# BLD20141073
KRITSADANG KONGSOMBOOT
IN THE NE 114, SE 114 OF SECTION 7, T27N., R.4E., W.M.
CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON
OWNER/CONTRACTOR RESPONSIBLE
FOR LOCATING ALL ON -SHE U71LMES.
RELOCATIOWREVISION TO ANY UTILITIES
MAY REQUIRE SEPARATE PERMIT
CALCULA TION FOR
IMPERVOUS SERVICES
AREA
R
R E
YEAR
CONS7RUCTED
EXIS77NG
TO TA L I TEM
D LICA TES
p
D p'
HOUSE ROOFLINE
1,V93 SF
13
1, 3, SF
1940
HOUSE ADDI T70N ROOFLINE
1,167 SF
1,1 SF
%27
2008
WOOD PORCH
54 SF
1 Sr
2008
CONC. WALKWAY
117 SF
11 SF
1
2008
DRIVEWAY CONC.(NORTH)
344 _SF
F
1940
DRIVEWAY CONC.(SOUTH)
790 SF
5
2008
PROPOSED CARPORT
4
18 SF
TOTAL
'p 4-SF
12,083 SF
41198 6F
EX. OVERHEA1
ELECTRICAL 8
TELEPHONE 1_0
5mil be, a4deA W I+h *5 pe-0 cc'� - TACK IN LEAD
W�D
FENCE
"LL
ON CONCRETE WALL
REBAR
X---N 87-51-10"
E_ 8.41
EX. CONC. dE-
CALCULA TION FOR
LOT COVERAGE
AREA
EXISTING BUILDING
WOOD PORCH
1, 75 0 SF -
54 SF�
CARPORT
*eS SF,
TOTAL COVERAGE
PERCENT '"'F TOTAL SITE. It
V�
8,500 SF)
C
(C OR MAX LOT COVERAGE PER CITY 357.)
(_q
c�16�D
ch �'j ki cl� -------
co 0 .,1 - - -
2: 350
I A BUILT 2008 BUILT 1940 17
7"HOLLY ROOF=1,093'SF
ROOF=320 7:: ___
BG=240 BG=825 SF
L--------
z
SCALE. 1 20' ROOF OVERHANG 5A co
IF NE ME9 (A
Lli 15'
20 0 20 L4 BSBL
Ln
r
;3 INST�LL PROP. Fj BUILT 2008
SILT FENCE ROOF=847 SF A15 x
00 BG=685 SF 25 1
91 BSBL
0 18"PINE
ct 2-8* CEDAR
PROP. 2 X�'X'l 0'
FRENCH DRAIN xy L -- -----
TOCKIrl I A f))
SNO. CO. PUD p 11 C'l
DISTRIBUTION EASEMENT, 10, EX. CON,
A.F. NO. 200707120112 351.
_j
+3
Y,447.8
00 N 87' '10" E 100100, EBAR
CONC. NAIL SHINNER
7 --- 77/_--7/7_-�
7/7- 17
ASPHALT DRIVEWAY
NOTE:
1. CRAWL SPACE AND F007ING DRAINS SHALL
HAVE POS177VE SLOPE TO DRYWELL.
2. TRENCH TO MINIMUM 10' FROM P,4.
3. ROOF DOWVSPOUTS AND F0077NG DRAINS 0
SHALL BE IN SEPARATE PIPES UN77L BASIN. SPLASH
6"PVC OBSERVATION WELL TYPE 1-L CB
W/ REMOVABI E CAP
A 6" MIN
PROP. CLEARING LIMITS-,
R E S U_Pvii 9 OR DISTUR13ANCE
912e ENGINEERING DIVISION
JUL 16 2015 1" APPROVED AS NOTED
still-ID)l 4Q DEPAR7MEN Date:, -7 -Zb -cj�
rq Me cmil 4-A-
ROOF DRAIN-/ 6TREET FILE
.RFLOW--�
C 6" PIPE FROM
LEVEL 040 11 0% 6 6- MIN HOUSEOR
0
0- 8%0% 0 TEE 8" MIN DRIVEWAY
2 ON J%0. LEVEL 1�8 -
100,00 0 00 6"PVC 5' MIN
L�A 6- P pip MESH SCREEN
SEE PLAN FOR LENGTH - 10' MIN FROM HOUSE
PROFILE
-EXIS77NG
GROUND
6" COMP. NA77VE BACKFILL
(OR SELECT BACKFILL UNDER PARKING)
WASHED 02% 0
DRAIN ROCK
0
p .3/4-1 1/2" 000
00
INVERT
0 0 00
12'J 00 WRAP SIDES & TOP WIFIL TER
6 - PERF. TYPAR 3401. AMOCO 4545 OR
PIPE APPROVED EQUAL
SEC77ON A -A *(DO NOT LINE BOTTOM w/rABRIC)
ZlYFIELTRATION TRENCH DETAZL
N.Ts.
EQUAL
2. x P, WOOD
01- IL.
A
FILTER FABRIC MATERIAL IN
PLACE 3/4-1.7 WASHED GRAVEL IN
CONTINE[U." ROLLS. USE STAPLES
OR WIRE RINGS TO ATTACH
THE TRENCH AND ON BOTH MMES 13F
FILTER FABRIC FENCE ON THE: MWACE.
FABRIC To WIRE.
19
WIRE MESH SUPPORT FFqIZ
To P13RT FILTER C�
cu
q
-Tr-
'r FILTER
iTERIii M 12,
W MAX, . .
u
2' X L- WOOD POSTS OR
EQUIVALENT
C13NT12ACTCIRIDEVELEPER SHALL MAINTAIN AND REPLACE
STRAW BALES TO INSURE PREFER EROSION CONTROL,
CITY INSPECT113N REOUDZED ON ALL
EROSION CONTREIL METHOMS BEFORE
OTHER WOW CAN OMN.
'0P
.APDRI-P.=�
STANDARD DETAIL
[Fmfm mmiumfm
Ian" Nm Im "m
HA
30'
CL
EX. WA TER
METER11 & SERVICE LINE
EX.
SE WER
SERVICE
LINE
0)
te
x
0 >
0
m
Z
> c:
m
m
d
30
S EX.
SSMH RIM= 353.46
TBM
cor.�lcr
P6 Flag_'6�s
-2-901-
Front e
Sides A,1.5
iZ
Rear
Other
RESUB
t4,AY 12 2015
'IUILDING D PAR, T
CITY OF M&M
WINTAIA
Mppp-MIA, 'IA'W
VA� T' T,
rA
A'
A'\ AMI
.TA
,1,0�AVA:ATIVAVI A-
.. ....... 7,
Ail'
PROVIDE FULL WIDTH OF JMWESS/
EGRESS AREA
CONTRACTOR SHALL MAIWIT TEMPORARY CONSTRUCTION ENTRANCE
DURING THE CONSTRUC-TION PERIOD,
C' Y INSPECTION REQUIRED ON ALL EREISHN-"
META'SURES BEFME WORK CAN BEGIN.
STANDARD DETAIL
DATE: 3-14115 LAND RESOLUTIONS 425.258.4438, K.G. JOB NO. 2015-043
'4A