BLD19980775I � _. . A R "', . " �, 7 � n ?-, -�.� �
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STRUCTURAL. NOTES 4 Ic � .
. . . -. j. . . I . .{CONCRETE FOR WI .....'..PANELS.-.1.I ......... d"I �...'.. :� : 1. ... .. . . .. . . . i�... . - . .
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. . . . . -4 .- 000 P. P-S I '' ., .... . .
I .
Construction to meet Uniform Build . . . .
ing.. Code, 19�• Edition. - .- . 6 1J2 sack, cement per cubic yard. �Ir- . . .. I . - . . . ... .. I % -,%, -,,,- " 7 #" � �- . . ��%����d( ,,c�-'--P __. . . .
I 1. I I 4V . . . I
Max..water J Ce-me,n-t ratio - Oo4 0� � � ����i
A. LIVE LOADS �- M
. . . AIr en4
trainment 5 %min.. 7 %max.'_
� u. 7 � �`"�`� �-".W�- ;
SO(L �,r�-1���L PRGSSvRE I . , . "a&, . . 3� (�� Add master. bui. . lde. .... ... rs pozxol.ith per. i6'" � W__O� 5-1'� _IP -W,.i j'110
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S�IS�11G ZO�XMI .
./�ftw�_Wm-*EI .
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� ;mfr's recommenda�� ..ion. . . . . . 1,�.'�,, r =,�..;�. . . . . . . . .1 . . -;-.. I . _._ ___......
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. .. '. . - . :.�11•�t�uctur�l and ml�coli . . . r - . , . I . . . , . - . . : - . . � . I . . 4: . I 1� �" �j LJ ,
n�ou� �t�: . '�l �h�q b� hot - dig q�lw�ni:ad, minimum 2 oz. of ainc per� �
J� JP]
D. $4IL AND FOUND2TIAN bATA.0I
_..__.._-_
9 . L . . I - -. � . . . - . ..--5-.- 1
�q. Ol., �Il�ll�t�tiC�tl��1. .I-. W3
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rL
i. Design. I . . . - . I
bearing strength 2,000 psf. Coe:fficien, . .
t of . . . ... . . . . I . L. .I . . . . . . L .
friction 0. 25 Passive resistance 300 pcf. P. .rint to . , o0lvrnlting . . . d1) �1cf. ' I
�i �ur1�C0 . -
� �ff�l1 bo tree vf dirt, or�n�e� rust and mo,lsture. Uur�� end IFf - � (t5z�. . .
2. Carry all footings down to undisturbed soil, minimum �hffitp ptpj�Cllott� �hA11 b� r�ttltSN�ti��tt/t1 �t�- .
Q��, hole b, �rC. (Or-4.m 1 .
depth = 1. 6�� unless noted.. .
. . - IG�lvan{rwd tu. . .rt�c�e th�i �. . r� �lx�- Id�d- . ar. d+�n���d �1 any lime �P1�r the application of the ztnc _ ,, ,�
. . . . . . . . . .. .ce C.,.oxcRETE. . r ca�t►nd ¢h..
�U t� Id�nt.1 .., . ... INtg� io tt�. ..:'' . � �nglrt�� end �h�y b� rop�ir�d try solvont cl��nEnp ih� _----1--`- .1
� . .. . i `�
. -1. Detail , f- ...-. ..........
abricate, and -pla.. '......
ce re-steel as show. 'n in �+ci - . . d�m�. .... .,::,.,... .4..... ,
ped ��Ag �St.. .. .��l �t�.. . - .�I . t. .. .. . . ur�� , . P�ititinp �otmc. . il SP,.r .. 1 j Vnd hand vrpo-Wer fool (S'. t��l Struetu►�a : � �'570-1 �_
"Manual of standard Practice" ICI s'...... .. -
1.5. _--'-.-----_---- ....................... , .,
. ...... .
........_!
Pm1nNn� C:..::.:.: ......'.. ............_-C..'...�.. . . , . - .
ti. .uncil �aP 2 . ..csr . .S�" �} the dam�p�d �r�a�, 1'�►movi�g �N Ino�o and cracked comUnp;...........
2. Concrete of following 28 day test strength. �tt�r vuhfch the cl��ta�d �i1, "
� � �h�tl�� p�int�d, with one of rho fallowing coatin-as.',r ,- . .
W� a. f'c 2,500 psi, 5-1/2'sack cemen- . . . . .. . . - . . - . . .
t per cubic yard, - . . . r . . . . ..
I (no testing.-r. . .
eq. . . -
uired) .. . - . . '�1. Ong Colt 01 InOf. . . . .
I . b. Precast waifs f'c = 3000 ps1. g�r�c Zla�c &iliemt• (P�41L-�'- 3323$. Clm�a 3!.. . .
qh _... . c. Maximum slump 4r�,
". d. .. Re'inforcing fy = 40.,000 psi. B. 'iavo. .co - .et� olti�lv�r��aln� ii�peii P'�lnt 1 Il- P-210361. I I
.i .N. . 3. Cover.(Clear Dimensions).r .
- a. Exterior faces of Wells 1- 1/ r
- .
�.- It .. I
. Ib. vertical- faces exposed. to earth 2". C• y�!v coati 01 Zlt�c i�u�t P�lttt I�RIL. . . _..-E- 1�I ...►Y4�� . . . ,- .. . . I, For. ..tnUl� 102)- . .,
c. Bottom oI . .f footin. _. . . . .. . ... . I... I . . - . . . . - .
gs.3" clear.. __- . . . . . k I
N.. . . d. Bottom of eLevated slabs` I " . �clear. 'D. Tw� Co�t� O- . . r CO�i . . .
��t �pO, , -ts. .
. . . .yt - '�op�f� �- . tuiTi��. ''liC .. '' . . . . " . . . ... - . . �,.r I . .. - . .. .- .. �, " . . . - I . . . . .. . . .. . . 1
�00� �N�". - L, r . . . I . . , - . . . - .. . . . . . I . . . . - .
4. L. .
. .
ap . all Field s. . .
plices 30 diameters. Bend wall and. . . . .
footing bars 1-811 around .all corner. �O . .. . . . . . . L . - . . . . . - . . - . . .
s, or use corner Comtin�o ob,".1d �� . .. .�p14�� �o 1.Clonn e�rl�c��. Abts-slv'
� bl�al{�A fs r�quir�d for tn. . I ., . ... �. - I . . - I . . . - - .or��nic zinc.
. .
bars .� .
, . '' . . . I �iliC�tO. .I. L ... . . . . .
- . 5. Dowel all exterior. . . . .
projections to structure with'#.4. .
bars at 1211 hooked'in-to wall. . I .. .. . . - . . . . .
. . . . .6. . .
. Place na back.-fl"11 aga. .
in. - . . .
st F.. . . . .ounda. .ti- . .on . -
walls. . . .
, ' .
. Iuntil. .. floors. .
. . .. � . .
are in . .. . L. . .
. .
placeI . . ... . . . . � . . 7. Incorporate no aalci- . . .
Um "c- : . .
hloride admixtures wher' . . . . .' . . .
aluminum alloy mat'. . . k . . . - . . . . . . . . . . .. . .
erials are . - . . L ..
embedded.
_1 B. All . .
woo. . .
d form.- . ' ' ' I . . . �
s used for can.. . . . .
c. .. ...Y.. . . . . .
et.---'e... .. in the ground or. -
be. . ... , - . .
t. .. I .
ween faundatian sills a nd the ground sha1L be---_._.�--�----.___��__..��.--------._-,�._��_;
. .
I . .
. .
. - . I. r . .. .. . . . . : . . .r. . .
em, .
oved.. . r . .
D. EXCAVATION-. .
AND FI. . . . . .
LL- '. . . � . . . .. . . . . .. - ..
. . . . I . .
. .
. . . .
. . .
. -
1. Excavat- . r .
ion and fill shall. .
. - . . .
. - .
. . ..
. . . . .
I . . .
. . .
- . .
:generally confo. .
r�^� t. . .
_. . .
. . . .
. .
. . . o UBC = . M== . . . 9 .
�'. .
�,
I I
.1
000%0 ok
0
4. lb
, dzpjl L
Chapter I� �j3 Work.shall proceed to finished surFaces
shown on tine drawings. . . . . .-�, ". ...::,- ...... . . .
1 � MISCELLANEOUS STEEL: t`��
ASTM A361 Fb'�24rO,O.O PS�,bolts. and pins ASTM A307 or A36- Pv=36,r1QOp51r I, `�All steel and bolts sh. . . I
ill be hot dipped galvanized aftr. .
fabrication. Fresh cut or welds made in ,the field shall V.....''''''', .�
be r. . . .. . ...
eprotected '.. .. '' - .-
''
with an approved'cold,�plicat. . . . . . . .
iof� o- . . .. .-:....O.ol.l....,....... " - ".... ....
f g��, .
lvani•r.ing.............. ... .
I I I
&1,0" I
All steel shall be painted with zinc rich inor. Iganic faint. .. . . SPE ...
...INSPECTIONS HAVE . . .'.. '
BE... E. .N CALLED FO. ... . . ...... .. . . .
R ON . .3'HISPROJECTAND
P. .
ipe piles shall be driven at the location shown a. .nd Shall be ci�iven plumb. The contractor shall noti(� AR. . .
E NO. . . . TED ON TH. . . .
E APPROVED CONS' 'TRUCTION PLANS AND BiJII,DYNG
the Englne(3r if any pile i's driven in a location That is more than 6 inches in any direction- from ltti� PE- . RMIT. IT IS THE OWNER AND/OR CONTRACTO... RS RESPONSIBILITY
.position shown or if any pile is more 1/2 : 12 from rAumb. _�.��__�_ � . - . .TO ASSURE THAT REPORTS ARE PROVIDED TO TH. . . '
. . . - .
. . . -E CITY IN A TIMELY
i Piles shall be driven to attain a d. -esign capacity -shown on �„' '
� ';� � �.J �' ��"' , 4� -r" �� Q. �����,�, MANNER BE ADVISED--]F SPECIAL. . INSPECTION REPORTS AR . ..
E N. 'OT
� 1 a n with a m i n i mu m penetration o f not les's, . . than 1.0 fee. .t tIN f. „r.7 i"'.. 5 FORTHCOMING, THE BTJII.,DING OFFICIAL MA. -
Y ISSUE A STOP WORK
un�,ess specifically approved by.:the EngiLneer"..Minimum pipe �� � �. ;f.. �e, ,fi � �'t�t�'r� . .
IF drivxn hammer ener shall be 22, 500 ft-lbs. Pile ca acity r . � ��� �� AN1) NO CITY INSPECTIONS WILL BE PROVIDED UNTII, SUCH TIME ASI . pile 9 9 Y P � � � �.x ��; �.:III� t � a ';;; � ' �����- THE REYURTIlYG AGENCY HAS COMPLIED AND REPORTS ARE
I shall be determined using the 111"ley formula' or 9-as approved _ �., s%TECC�N. .b y the Engineer . . .- IM" ____ - _. �..... . .' ��. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIm���....... .�' 1. .� f. .1ND APPR.. ..... ......OV. .ED BY THE CITY- ___... - - .. .. . 11M 2. - .
.. . ......... __._...... _............. .. . _-......�
..-.
. . . . . ... '. .
. . __
. -
After driving, ' ' - - ... . .1, .. ...,
pipe piles.. .
shall'be cut-aff at Elevation per. . - . . ... _C'
plan. Pile head -shall be field welded as shown on drcaw,in-gs.
I r r . I . ; di.r. �
.- 4..M. L. a.. 4 .- !
r .- I - -
, - - 9
detaI. j� n ��; Any request for modification, variance or other. )'. . e.. �.��.��,�---:"! , "
.. . - :� : 0 , �21 � "'
Contractor may submit alternate ils to the Engineer for �%- '! -%
i review and approval. Alternate connection details shall not �-j�"1 i V ,�P,i
i � " °�
C-� � , i � administrative deviation (hereinafter "variance") �f.�...�� �.
ho used unless specifically approved by the Engineer. � . ,�. "' �--,` 9. . III.: ''
� 1._! "I "k
� � ' � �' '�1 ;,.�,. %;;k - : .
� � � , � �': . ..:! V..'...:.t - must be s.I. . .pecificall1'". ,y called out and identified. k.�/ �, `. ,;. . - . .r ::...'.::,i-.! : . ,.:.,.,., Approval of any plat or plan containing. ... �f:'' f-. .,.`�.f.. j
'�. . J.-; .. �f��!-
. . �.. provtsions ..
which do not comply with .city code � - � +1:� t��,��' . ;-4 __ .'� ;...'...., -,.-.. - .. `' r �� ":.
. .and for which a variance has not been � j� .�-.:, ,L,.,:!.1
- ..,.It '� -,. t� '
specifically identified..
, requested and considered '.,
r `>: �:.* .� �-$"j .�.- � ; . f= .., -7 i:,:,.- - - .� ', �` tip,; '
. .b9 .y the appropriate city official in accordance ' `:. �-� L � ;. %6, �.1_ ` ��'���
. - %with the appropriate provision of city code or - -�i7,> .
.�
`' , .. .el
�� . , 4
. .� 4.14 -.�;u . jr,
. .state law doe's not approve.W any items not to code .o�
�. . I * ,�a�.,.,�._ .IIr
�4,: ,. ,� ,,'
�. . specification.P.:
. . - .
- - __ _k_ . - . - - - - - - - - ---..Ill..,.Ppl"..".,.,..."."...I - - - 0 10M." W . . _... . . ON . . . - , , 1 , .. . . "! __ . - ft-_0*-MWW . . .. __ . ... . - .. . .. . . . - - .
. . - . . - N e.. ti e
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P. . . . ... . . :I RO......w 0 . .
POSED: CONSTRUCT NEW BULKHEAD r . ��I'liCtUi'�U:11_-.-._-.-.-.--_. ............. �1VlI- �__ ........
El. .".'',,'"'''.'.'-'""--, . . - -.--I. ,!I'll... .. . . . . ..l�. . lil--.-..-.-.-.- . _Cei'S JOB NAME: W..
A_:1 .
. . .
� .. .
. .
. .. .
. . . :. TE�2FRONT PARK. ..
PURPOSE: PROVIDE FOR PRIVATE MOORAGE G
-r �r rT �-+ n �T. . . .
SITE ADD: CITY OF EDMONDS,
DATUM:. . ... . O1 V ST� V Cl �VN Il � �. 321-61JVetmor. .
e Ave. SNOHOMISH COUNTY,
DATE: 4-30-98 SHT. 2 OF 2 E1 9verett, WA 9�201
KI�'KLAND, WA, PH. 425-828-3600 .(2d��2s2-2373 WASHINGTON.
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•
i
PRINTED Oft NO. 1000H CLEARPAIN `
' STRUCTURAL NO
PTES �GOATCRETE'" FOR..-PA:NE%S:
low—
�4, 000 ppi"t
_P ONO
Construction to meet Uniform Building Code, 19�• Edition. 6 t/2.saak cem�r�t per.cubic yard.
• Max watez % ce�tettt .arat3a _� .:0.4
A. LIVE LOADS -
Air entrainihe'Int.S %min., 7 %max.
S O L L A-7�(� �L PR G SSV R E � � (�� Add master bu'ilders'pozzolith per
SF I G)WI IG ZOO./ E, — � pfr's. recomlm'endation. ..
atructutal end mI'Stel-18,ShOff be hat -dip gelvenized, minimum 2 oz.-of zinc per
B. SOIL AND FOUNDATIO]H---
tiq DATA : f t,� a I t of kat1cm.
1. Design bearing strength 2,000 psf. Coefficient of
friction 0'.25 Passive 'resistance = 300 pcf. Priot to aslvst�fieTnp 04,61601 surface � 11hall)b-o tree of dirt, preasa, rust and moisture. Uutrq and
• a . Carry all footings down to undisturbed soil, minimum i.herp pt6le:cltot�#ih*9106 remov4d rom-ddoOS, holes. etc.
depth = 1' 611 unless noted.
.G�ivor�{:ed �urtpc�t Ahat Oro A-bred4if aF d'onmODSd Ot any time after tho.,eppildation of the z.lnc
c. CONCRETE C0191ttnp $halt %_ ldentltWd to th*.Ent��O-Ot end she# b� repalrod E�y solvent cleartinD th•
i . Detail, fabricate, and place re -steel as shown in ACI ;i8M.11Q0d-&:rjRjt-4S1*61 Stru-ctur�� Pal�tinq Council SP 11 andhs'ndorp,ower loot (Steel Structures
"Manual of Standard Practice's ACI 3150 Pslntlnp Courm!) SR Z off' SP 3) 1-he damagod ��sso. remov'Ing all [Qo;;o mind cricked coetJn'
�;
a . Concrete of following zs da, test strength. �,h�r which Ehe clesined-4toss shslt�� pointed with one of the following coatlnol#
a. Etc = 2,500 psi, 5-1/2 sack cement per cubic yard,
(no testing required). L
bo Precast wails f1c = 3000 psi. A: Ono,coat 0.1,Indtp�`dc ZM� S111cato 1MILso.p-Z3238, Cfaa� 31.
c. Maximum slump 4119 `
do Reinforcing fy = 40, 000 psi. .B. 7w�-costs of n-gifvani:#�p Rlopatr Paint IMILwP*2103510
3. Cover (Clear Dimensions).
a. Exterior faces of walls 1-1/2". C. Two toat9 of zinc Deist P�kit (!rill-�-tG14B Fa�muin 102)4
� b. Vertical faces exposed to earth 2'+. �
a c. Bottom of footings 311 clear. Do Tw-��a��� of CaaS'fAr Epoxy*Koppefs 8ttUM11511C OOM 'H8'.
� d. Bottom of elevated slabs 111 clear.
4. Lap all field splices 30 diameters. Bend wall and
footing bars is" around all corners, or use corner fEo�tinps should'be OPPU*d to cloon surlecog, AE9laCIYO b1iisting Is re'ulfedifor InorQ8f1(C zinC
bars V
5. Dowel all exterior projections to sY.rvcture with #4
bars at 1211 hooked into wall.
6,0 Place no backfill against f oundat ion walls until floor's
areR.:,�.ri: place.
`LO
`Incorbra-te no calcium. chloride admixtures where
y W; num alloy materials arse embedded.
1,*' 6od forms used for concrete in the ground or
between foundation sills and the, ground shall be
removed .
D. EXCAVATION AND FILL
is Excavation and fill shall generally conform to UBC
Chapter �ff 33 Work shall proceed to finished .surfaces
shown or. �ne drawings.
4
F, MISCELLANEOUS STEELONO*
I
ASTM A361 Fb=2 4 r 000 pS1 , bolts and pins ASTM A307 or A36 Fv=36 00 0 P51,
A11 steel and bolts shll be hot dipped galvanized after
fabrication. Fresh cuts or welds made in ,the field shall
be reprotected with an approved cold apJ.ication of galvanizing.
i All steel shall be painted with zinc rich inorganic paint. R�G�����
i Pipe piles shall be driven at the location shown and shall he driven plumb. The contractor shall notif%
� the Engineer U any pile is driven in a location that is more than 6 inches in any direction from thi AUG 26 1999
position shown or if any pile is more 1/2e.t2 from plumb,. PERMIT COUNTER
Piles shall be driven to attain a design capacity shown on
Milan with a minimum penetration of not less than 10 feet
f unless specifically approved by the Engineer. Minimum pipe
pile driving hammer energy shall be 22,500 ftw*lbs. Pile capacity
a shall be determined using the Hiley formula" or as approved
' by .the Engineer.SO
After driving, pipe piles shall be cut-off at Elevation per
plan. Pile head shall be field welded as shown on the drawings..-
� Contractor may submit alternate details to the Engineer for
review and approval. Alternate connection details shall notOrr
�;x ,,,, =ten. • ' ��., „+ a`�;,
vat'
k bo used unless specifically approved by the Engineer. ��� ��.'�I.I.
d-'
4a�,J '; � i � � ,pixy , •. � �^ -� :.
24628
449
CFO%? A 0..
AN�- .0
f
H N en
PROPOSED: CONSTRUCT NEW BULKHEAD .L•/ � JQB NAME: WATERFRONT PARK
low
Boom
PURPOSE: PRO��IDE FOR PRIVATE MOORAGE SITE �4DD: CITY O� ED1+,ri0NDS,
3216 Wetmore Ave.
DA�vr�: CONS`7'R UC`�'IC�N �1VC. Everett, WA 98201 SN-OH.
DATE: 4-3Q-98 SHT4 2 OF 2 j{����j,�jND, TEA, �'�I. 425-8�8-3G�i�� ,(20G)252-2373
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SURVEYOR'S
NOTES
THIS MAP DOES
NOT PURPORT
TO SHOW ALL
EASEMENTS
OF RECORD
GOVERNMENT
MEANDER
LINE
PU.GET
N 45`00900pp E
SOUND
•
SCALE: 1"---*60"
d
04
04
6
0
30'
60'
0
400
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WESTERLY MARGIN Q � N o �
OF BU RLI N GTON m � M o � U
NORTHERN RAILROAD `t' n o, x0 o
RIGHT OF WAY � z w F-
200.00' Z
� 450s00'
` � RAILROALO I
D AVENUE
200-m00'
CMOs
co `rp N 41*00"00" E%SIM
mp-
4( 0,
0
BURLINGTON NORTHERN RAILROAD
PRELIMINARY SHORT PLAT
--�' FOR
WATERFRONT PARK..--. ASSOCIATES. INC.
IN GOV'T. LOT. 2. SECTION 23, T.27N., R..3E... W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
ELIMINATED LOT 2
ADDED NOTES FOR LOTS
4-*-24-98
3--m-31-98
J.T.T.
J.T.T.
Lovell-Sauerl d & Associates, � Inc.
Engineera/Surveporsf PleLnners/Development Consultants
19400 33rd Avenue W., Suite 200
DRA1Rd CHECKED DAM
KM i 12-4-98
1 Lymwo*d, WA M036 (206)775-1691 (206)340-0830 .� scm FU KO.
=1 00
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PARCEL
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252ma2373
PROJECT NAME
4ft
PROJECT NUMBER
LOCATION
CLIENT
DESIGN CRITER.Lk
CODE
LIVE LOADS
FLOOR
SNOW
WIND
SEISMIC
DEAD LOADS
ROOF
FLOOR
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SOIL VALUES
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LATERAL
it
_ CALCULATIONS
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