SITE PLAN.pdfHEIGHT CALCULATION GENERAL NOTES
EXISTING GRADE: 385.0' AT ALL FOUR CORNERS
PROPOSED GRADE: 385.0' AT ALL FOUR CORNERS 1. PORTABLE CONSTRUCTION TO BE PER APPROVED SHOP DRAWINGS BY
FIN FLR ELEV 386.5' MANUFACTURER AND MAY DIFFER FROM BID DOCUMENTS.
MAXIMUM HEIGHT OF 2. PORTABLES ARE FACTORY BUILT AND LABELED WITH L&I APPROVAL.
BUILDING ABOVE GRADE: 13' 9-1/4" 3. PORTABLE OCCUPANT LOAD IS 47 MAXIMUM FOR EACH CLASSROOM. ONE
MAX ALLOWED HEIGHT: 25' EXIT IS REQUIRED FROM EACH CLASSROOM.
4. EDMONDS ZONING ALLOWS: ROOF EAVE PROJECTIONS LESS THAN 2' AND
DECKS LESS THAN THIGH TO PROJECT INTO SETBACKS.
5. FIXED STEEL PIPE BOLLARDS:
A. 4 INCH DIAMETER, SCHEDULE 40 GALVANIZED STEEL PIPE FOR
INSTALLATION INTO CONCRETE FOOTINGS, 42 INCH HIGH ABOVE GRADE
AND 36 INCHES BELOW GRADE.
B. FILL SOLID WITH CONCRETE AND ROUND TOPS TO DRAIN.
C. FOOTING: CONCRETE (2500 PSI). MINIMUM 36 INCH DEEP WITH 5 INCH
CLEARANCE BETWEEN PIPE AND OUTSIDE FACE OF FOOTING.
D. COORDINATE LOCATIONS WITH ARCHITECT.
7IMn DI/ ee,rus=.ni.o,
12" CPP NE IE=378.51 12" ALUM OVERFLOW SE 12" CMP NW IE=374.p2
12" CPP E IE=366.11 STMN NC RIM-=382.28 - TOP=377 .. 5 LAOOER N
20 8" INLET=374 2�
36° CONC E IE•-374.23 12" CMP S IE=376.05
12" PVC SE IE=379.01 LADDER N 36 CONC W - 74
_ . - _ -
IE-3 .03
12" CPP W IE=366i ''___.�_.�...._-_. _..-.______---_._ _ _ _ .--_-- _.-- - .. ____ _.- _ LADDER S
. . L ADDER . N . - .... - - - _ _ - _ - - _ -__
. .. ....__ _ -
. . . . . _ STC8. 518 RIM-382.2278.r . - " - - -- -
: , ITN , Ti SOUTHWEST'.o-----ow___ �eaea�
_ 12" CPP SW , _o IE=378." . . . .. . . . . . .. .. . .. . . . .. . --
, r
w�
--•ter- ..
••"' � .._ � ;.:.. � .', . tt� NO. PARKING' .,..;..','. . i.
.. .. ,.. ..• .i,• '.i';i :. �.� t . •: . � ..,._.:� _,_- .... -..... ... � .. .. SSMk! 568 RIM_..-
379.9.,
NO PARKING �� `',20 Y,PH._..../ 4°U a c ¢oU" 4"U " •.. - i j j'... "'-. . 1� r-- - - _ �. 8" CONC? IN
FtaA ! ( '1----4 U - t 1 "^ --^-- =r .:-_ - ,- _"-_..T_, r CENTER CHANNEL=373.1
a _ <
WOOD BORDER r - CHA N LINK \.
A.
NEW TETHERBALL LOCATION,
500`1,'\M=380.43---°�---��'-
PROVIDE NEW POLE, 12" F 7713
�j 2 CM N - 3
4; COORDINATE WITH OWNER I F ® r „ \4.......
, "I STMH 5, 4 R!M=385,20� \\`` �`� �\ �EED ��` I STCB E03 RIM=378.64
8" PVC SE IE=379.00 �'`. . +
8" PVC SW IE=379.00 30"F ``` \ FLASPgNG 12" CPP S !E-375.34
12" CPP NW IE=374.54
/ �STC 88O RIM=382.99 r, -.-- -.- - -}- --- - - - -- -- - - - - - - _R NW 3? \� it •. F ,ti C EAST
E AC Di
12' PVC NW IF=, P80.29 / I I - - -- -- - s -'• - -� *F P CAN NOT SE
I i \� "��- - - - = - - - - ` - --r► - I ' {_ADDER W
i ASTIC BORDER; . �, NEW BENCH LOCATION, r .
1
COORDINATE WITH OWNER I ...
BENCH ..
RELOCATE EXISTING ! I j'." I i I I : \``\o `` 0 ` �`� 30"1 �V it
/ 3 "F I 1.
TETHERBALL, COORDINATE.. ..... ^,r
NEW LOCATION WITH OWNER ' ,�.. ASPHALT ..j
J ` RELOCATE EXISTING /......... o I' f �• WESTGAT
�\ / b , I . ELEMENTARY
RELOCATE EXISTING BENCH, `.' WOOD BORDER, /I !FF=3es.49 I `� SCHOOG
' % . . F38 F10OF ... / � , : ! , `\ ` .. \\\'� SIGN i
COORDINATE NEW LOCATION I: ; ` COORDINATE WITH i
WITH OWNER I � OWNER _ �� I I �; i! i.' ' W . .
4TMH 620 RIU=385.29 , r
Y I' '.' •'..' PROVIDE 2 BOLLARDS, PVC SE IE=3�78.89 r r
z I , I
ROOF OVERHANG J ,' I E GENERAL NOTES ` ° 6"`PVC SW IE=3$0.14
.. SEE ENE 0 o
¢ � ..... '....•.... .. "DDVE`R NE IE= 90 d i ..,.
I .... / � 8 3�t\ . �
-TE RBAI_- OR
BIG + ELECTRICAL SUPP T, I . ; ,, 0� +,
TOY I. FF=385.54.t ,
SEE ELECTRICAL I '"� ROOF-
1U-U �'�.'.' ' �' 664 RIM=382.15
DRAWINGS , I I sTMH ,
o . 8" PVC NE IE=375.9
....... i :, + . ' PVC S IE=376.1
.. 'r 8" PVC NW IE=376.1
d FF=385.57 LACOER
- 4E
FF=385.52t..._
' SINGLE SINGLE I 6"U"u
PLA ! �: ;�� :4 ; i �.. , , 2"' 0 .' , ......
00
' f/
PORTABLE; V-B NS CONSTRUCTION I 1T-6"�',�,
a ,
IBC 2015 ALLOWED AREA 9,500 SF
I'
3,635 SF PROVIDED -
` D '---- ----- -- ----- � j .. .. a� .. \\\A r`j''`'T .�..•� TI�� FF=385.53�
-- ._....- -----� EXISTING TREE s t
! �i FF=385.50i ELEMENTARY
f, U ILITY L�(dES PE�t
�•'/ i j - •.. DOWNSPOUT'AWiNcs; 957 r. .
FF=385.50: r
40p EXISTING TOILET ROOMS
I 4 : _. -- s •� ' f� TRAVEL DISTANCE 2551
.. .
._ _._._. ...._... �.�.. __.. , \ sx e t
--SSCO
f ... RIM-380.00
1 STCB 790M=385.45 t
1787 SF I ,�. 1z,"C-_�I ; f . aENa=374.70
8" FVC IE-379.7E \ �, • ; 12" MPH.
8 WADER SE
I I LADDER SE � `�`�
_ a !
I 41
` r
LEND=380.90 STCB 666 RIM=380."6-
12 ! / / " CONC N IE=378.66
.
12" IP S IE=378.86
ELEV DATUM ' . .
;' .;... 385.45 RIM OF CB i..... ��.�'.
r
SETBACK • I.'.'.'.'.'.'
i
..
o � .
\-UNPROTECTED, NONSPRINKLERED OPENING
LESS THAN 70% OF WALL AREA !
'ER
957
VGS
1
/ BENCh1- 7
X'LAYGROUND
E IE=379.34
W IE=379.39
f STYD 1019 RIM*j=38134-
r' 6" PVC SW IE,--382.29 J
6" PVC NW IIJ-382.19 <<
STYD 1018 41M='383.48
6" PVC SV IE=382.43
ELEMENTARY
60HOOL
ASSUMED PROPERTY LINE
SITE PLAN
SCALE: 1 "=20'-0"
STCB 667 RIM=3
12" IP N IE=3'
12" IP S IE=3:
SSMH 668 RIM=381.17
8" PVC? N-S
CENTER CHANNEL=373.32
LADDER E
I !
I
I
!
+ D4
I
!
+ i
N
0 10' 20' 40'
SITE PLAN.dwg
PROJECT DATA
PROJECT WESTGATE ELEMENTARY SCHOOL
9601 220TH ST SW
EDMONDS, WA 98020
OWNER: EDMONDS SCHOOL DISTRICT
CAPITOL PROJECTS OFFICE
20420 68th AVE W
LYNNWOOD, WA 98036
ARCHITECT: BASSETTI ARCHITECTS
CONTACT STEVE ZANG, 206-340-9500
SCOPE OF WORK: WORK UNDER THIS CONTRACT INCLUDES, BUT IS NOT
LIMITED TO INSTALLATION OF ONE PORTABLE
CLASSROOM INCLUDING MECHANICAL AND ELECTRICAL.
JURISDICTION:
SEWER AND WATER:
FIRE:
TAX/ PARCEL #'
ZONING:
LOT AREA:
CITY OF EDMONDS
CITY OF EDMONDS
SNOHOMISH COUNTY
00450701600001
RS-8
8.17 ACRES
EXISTING
BUILDING AREA:
50,179 SQFT
OCCUPANCY:
E
PROPOSED
CONSTRUCTION TYPE:
V-B
OCCUPANCY:
E
BUILDING AREA:
924 SF
CODE:
2012 IBC
SPRINKLERS:
NO, PER IBC 903.2.3
PORTABLE HEIGHT IS MAX 14' ABOVE GRADE
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VICINITY MAP
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DRAWING INDEX
AO.1
SITE PLAN
C1.0
TESC & DEMOLITION PLAN
C2.0
CIVIL SITE PLAN
C3.0
DETAILS
A2.1
FLOOR PLAN
A2.2
FOUNDATION PLAN
A3.1
ELEVATIONS
A3.2
SECTION
A5.1
DETAILS
A5.2
RAMP SYSTEM
M2.1
HVAC FLOOR PLAN & SECTIONS
EO.1
ELECTRICAL LEGEND AND ABBREVIATIONS
E1.0
ELECTRICAL SITE PLAN
E3.0
PORTABLE POWER AND SYSTEMS PLANS
E4.0
SYSTEMS DETAILS
E4.1
SYSTEMS DETAILS
E4.2
SYSTEMS DETAILS
E5.0
ONE LINE DIAGRAM AND PANEL SCHEDULES
LEGAL DESCRIPTION
THE NORTH 10 FEET OF TRACK 14, EXCEPT THE EAST 200 FEET THEREOF; AND
TRACK 15, EXCEPT THE NORTH 20 FEET THEREOF, ALL IN FOURTNER'S
HOMESTEAD PLAT, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 1 OF
PLATS, PAGE 97, RECORDS OF SNOHOMISH COUNTY, WASHINGTON
THE NORTH 145 FEET OF TRACK 14, FOURTNER'S HOMESTEAD PLAT,
ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 1 OF PLATS, PAGE 97,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON, EXCEPT NORTH 10 FEET w
THEREOF AND EXCEPT EAST 200 FEET THEREOF. U)
TRACK 16, EXCEPT WEST 24 FEET THEREOF; AND EXCEPT THE NORTH 30 FEET
CONVEYED TO SNOHOMISH COUNTY FOR ROAD; ALSO NORTH 20 FEET OF
TRACK 15, ALSO SOUTH 30 FEET OF WEST 224 FEET OF TRACK 16 ALL IN
FOURTNER'S HOMESTEAD PLAT, ACCORDING TO PLAT THEREOF RECORDED IN
VOLUNIE 1 OF PLATS, PAGE 97, RECORDS OF SNOHOMISH COUNTY, w
WASHINGTON
Zor►e„__ t�,, ;� Corner �. Flag �
51LCA.Idl�v&:5 Setback rod _o33lActual o133w
kr Si 5 z� -r Zsf
. I c� • 2 s z s-f- 25"+ w
11jaht ' 3
bassew
architects
71 Columbia Street, Suite 500
Seattle, Washington 98104
T (206) 340 9500 F (206) 340 9519
CIVIL ENGINEER
AHBL
1200 Sixth Ave, Suite 1620
Seattle, WA 98101
T (206) 267 2425
ELECTRICAL ENGINEER
HARGIS ENGINEERS
1201 Third Ave N, Suite 600
Seattle, WA 98101
T (206) 436 0457
6394 RE SFERED
ARCH TECF
�ORY Epp
TATE CF7I NGTON
0
A
A
0
REVISIONS
DATE
EDMONDS SCHOOL DISTRICT #15
WESTGATE
ELEMENTARY
SCHOOL
RELOCATABLE
CLASSROOMS
9601 220TH STREET SW
EDMONDS, WA 98020
I(c
JOB NO: 15970.00
ISSUE DATE: 4/21/2016
SITE
PLAN
r�
RESUB
APR 25 2016
BUILDING DARTMENT
0" OF EDMONDS
A0.1