|
;
<br /> � �
<br /> BACK OF SIDEWALK �-- FOR HANDRAIL SEE
<br /> EL PER CIVIL N ( ��LANDSCAPE ARCH �5H MATCH FTG CORNER BAR �(— �i .
<br /> W BOT REINF� INTERSECTING 9AR
<br /> StDEWALK OR ROAD � I MIN
<br /> SW2FACE PER CML > � , T EL PER WALL ELEVATION �,�{Q �� W/SLD HOOK
<br /> " ,. . - � R
<br /> .. ->' �.: �' ' ' 9' MIN iYP = : N,pX 'L . • _ _ __
<br /> G __ _ __ • _ • _• - �
<br />_ _ _--- -�\ -O TOP_ __ __ __ Y __ N _-- i .J _ _ __ � . 3� 'C`- _ _ _ _
<br /> . Qp
<br /> BACK FACE OF �� FlNISH WALL PER v =
<br /> � PILASTER 6EYOND � LANDSCAPE ARCH � o z
<br /> BACK FACE OF WALL � � �12 # 0 � � I 3
<br /> EF, HOR Z OC, �
<br /> PROYIDE i'-70" MIN ( 5 � 12" OC, rn� � (4) #5 BARS, 7YP
<br /> W SEE STRUC �
<br /> TFIK DRAIN ROCK � �� ��T r�r� 8/FTG NOTES FOR
<br /> l '' MATCH VERT REINF >� - COVER NOTES:
<br /> GEOTIXfI E��FOR � SPC AND SIZE °i t NP 1. HORIZONTAL AND VEYTICAL WALL REtNFORCtN6 NOT SHOWN
<br /> UNDERGROUND ��-�� 6ROUND COVER `F FOR CLARRY. • �
<br /> DRNNAGE FlLTRATION, t PER LANDSCAPE
<br /> ALL AROUND GRAVEL--� � ARCH D 1.SH 2.TERMINATE INTERRUPTED HORIZONTAL AND VERTICAL �END BAR
<br /> MIN M!N REINFOREMENT WtTN A STANDARD HOOK.
<br /> 4"0 MIN PERFORATED � STEEP AS POSSIBLE 3. REFER TO CIYIL, MECHANICAL AND ELECTRICAL DRAWINGS FOR -p t.
<br /> RIGID DRAIN PIPE. DRAtN ( � �� ��,� LOCATIONS dF PIPE PENEfRAT10NS. ,
<br /> {NTO STORM DRAIN „ / o z �
<br /> SY5TEM PER CML �� \/�j\ � -� � :oZ . ,
<br /> ,a�a'L REINF ,i� � �� � TYP STEPPED FOOTING DETAIL 2 TYP REtNFORCING AT PIPE PENETRATION IN VVALL 3 TYP CONCRETE WALL PLAN DETAILS
<br /> PILASTER ONLY ` o
<br /> NOTE. jf � � - NOT TO SCAIE - NOT TO SCALE ' - NOT TO SCALE
<br /> \
<br /> 1.�EE 8/53.1 FOR � .�\/���/�\�/��` ��\,�� -
<br /> 7YP PIPE CROSSING �'_�p" �EM THK �5&#B CONT � °
<br /> yqR�� db = BAR DfA 3xD OR 6" CLR
<br /> D = FINISHED INSIDE BEND DIA (WHfCHEVER IS GRFATER) FfG REINF .
<br /> KEY WiiEt3 LOC CUT EVERY OTHER HORIZ BARS PIPE SLEEVES:
<br /> 4�-3� 4 � �2� �� D= 6 db FOR #3 THRU �8 � CONST JT � ALL WEAKENED PLANE JT, ID OF SLEEVE SHALL M�N B T 1 V N A D J T O B E,C O N't
<br /> PIPE SLEEVES
<br /> �& B D= 8 db FOR #9, �10 & �11 STAG6ER IM/MIDDLE BAR BE 2" MlN LARGER NO PIPE SHAlL
<br /> �= 10 db FOR THAtJ OD OF PIPE PASS TfiRU F((3
<br /> A TYP CONC CANTILEVERED WALL SECTION #t4 & #�$
<br /> S2.2 SCALE: 3/4�=�'—a� BEND DtAMETER SCHEDULE suPP ea�s .r��ricH
<br /> AS NEEDED FDN WALL
<br /> � � �
<br /> ,_ � z �-
<br /> F'c = 4,000 PSI � � �
<br /> N � EXPOSED FACE � Z
<br /> SIZE� �y�Z^.4) & .�(2.3.4) �(z.a.a) � � � ' � d' ADD BARS SAME CUT ALL HORIZ BARS M � . � ' I
<br /> 3 tis �9 B 8 12 O O O O r SIZE Ai HORIZ ON THIS FACE � � I
<br /> BARS � ZWICE
<br /> 4 19 25 10 10 i5 HORIZ BP,R SPC 3/a" FORM W/GALV STl OR WOOD & �
<br /> 5 24 3i 12 12 t9 REMOVE AFTER CONC IS CAST
<br /> 6 29 37 75 15 23 4 db y�ALL BARS SHALL BE NOTE: �v�
<br /> 7 42 54 17 17 27 MIN TIED TOGEfHER 1,T = WALL THICKNESS. �Z o � � i�
<br /> s as s2 ts �s so NOOKS AND BENDS � N
<br /> 9 54 70 22 22 34 ETG PER PIAN �
<br /> �b �n in Z 7'-6"' ...
<br /> f0 61 79 25 25 39 �f' � g- OPTI4NN- t MIN :
<br /> �1 s� s� 2� i� 43 4 TYP RElNFORCI.NG BAR BEND ANd L,AP DETAIL 5 TYP CONC WALL WEAKENED Pl.ANE JOINT DETA{L srze & QuaNTrn MIN CONST JT �.(
<br /> " ` TO MATCH FfG REWF • �
<br /> NOTES: - NOT T0 SCALE - NOT TO SCP;LE IXCAVATION FOR
<br /> 1. USE THE LENGTHS IN THIS SCHEDULE, UNLESS NOTED OTHERWISE �SL��: PIPE TRENCH.P pR�ALLEL .
<br /> 2. FOR 6ARS WITFi LOW COVER OR SPACING, INCREASE LENGTFi BY 5�%. IF 1. PIPE MUSF RUN PERPENDICULAR TkIROUGH W/�.�.. TO FfG NOT'ALEOWEp
<br /> BARS ARE QJCLOSED IN SfIRRUPS OR RES, INCREpSE APPUES WHEN BAR PROVIDE SWALE, 6RADE TO DRqIM BELOW THIS UNE' :
<br /> COVER OR CLE,4R BAR SPACENG IS LESS THAN db. IF BARS ARE NOT TO APPROVED SYSTEM, t'-0" 2. MAXIMUM SLEEVE DIAMETER EQUAL TO S".
<br /> ENCLOSED IN STIRRUPS OR 'FlES, INCREASE APPLJES WHEN BAR COV€R !S COMPACTED SOIL OVER GEOTEXTILE �MTL UFf RING, rrP ELEVATION �ECTiQ�
<br /> LESS THAN db OR CLEAR BAR SPACING IS LESS THAN 2db. ZH:1V �y
<br /> 3. FOR TOP BARS INCRF�SE LENGTH BY 30%. A TOP BAR IS A HOR�ZONTAL ; � r ' H 7YPICAL PfPE CROSStNG DETAtLS;
<br /> BAR WITH MORE THAN 12 WCHES OF FRESH CONCRETE CAST BELOW IT. ' ';��'�;� �6 �x x� , ���NOT TO SCALE
<br /> CONSTRUCTION GEOTIXTILE ..
<br /> FOR SEPAR4TION - �W �----------- --- \.../
<br /> 4. FOR EPOI(Y COATED REINFORCING, INCREASE STRAIGHT BAR LENGTHS BY 50% _ x �_`___"='__--W
<br /> AND HOOKEd BAR LENGTHS BY 20%. 1'-Q" o
<br /> BACKFILL BEHIND WALL � � �
<br /> � IJGHT POLE :
<br /> ABBR 9170NS W 1'-0" MIN DRAIN ROCK �3 .N�=
<br /> � CONCREfE TONGUE AND w�Toa c� I ` 2'-s" MW i
<br /> f ,
<br /> db BAI2 DIAMECER GROOVE ELOCK NOT SHOWN �F40CLOSED TIE � 8" OC
<br /> td TENSION DEYELOPMENT LENGTkI '�;;';,•':�
<br /> � L� TENSION DEVELOPMEM' LENGTH FOR A TOP BAR (SEE NOTE 3) � ;t;;;rt � � MTL LIFT RING, lYP FOR CLAR(TY. 9" I 9" FULL Hi OF WALL $TEM
<br /> � �
<br /> � la CLASS A LAP SPUCE LENGTM � o ' i:;r:; ' BACK FACE � .
<br /> =i �,v�.�..
<br /> :n>•r-•:t;...,,
<br /> CLASS A LAP SPUCE LENGTH FOR A TOP BAR SEE NOTE 3 � 'r"`��^-��r-�:;-;" � OF W�- w�
<br /> Ni �at � ) MIN 4" DIA PERFORATED eyr,�v:;.��.t:�-'•,: y,.v, , d-
<br /> N � r�,"��i ei%. - � S i -
<br /> � I.e CIASS B tAP SPUCE LENGTH RIGID.DR41N PIPE, SLOPE � �;:�.`�;n;:��i�� , V
<br /> y^. Lyi CLASS 8 LAP SPUCE LEtJGTH FOR A TOP BP,R (SEE NOTE 3) & DAYLIGHT TO DR41N INTO '' -
<br /> STORM DR41N TEMP SYSfEM 6" MlN STRUCTURAL FILL � �'� w �� S APPRUVED ,
<br /> �
<br /> j I.dh TENSION DEVELOPMENT LENGTH FOR A STANDARD HOOK �. L:��
<br /> � Ce COMPRESSION DEVELOPMEM LENGTH Ea E� PREPARED SUBGRADE �T 0 n Z0�8
<br /> � Fd COMPRESSION LAP SPUCE LENGTH � CON�R�E CROSS-KEY BLOCK UBL1C SERYICE$ OATE PUB C RKS - �
<br /> 4'-0' o ARTAOENif F (6) ADQ'L �?5 WALL REINF PER
<br /> � ' UTRi S DRAINN6E __ __ _t . A/53.7� N(> .
<br /> � 6 REBAR DEVELOpMEtJT AND SPUCE LENGTH TABLE 7 TYPlCAL GRAVITY BLOCK WALl DETAIL �PUBLICMOFlNSPEPMIT16AaNREOVfUOP� g UGHT POLE RILASTER FLAN
<br /> v/ TO STARTING NNV CONSTHU TION OM TH'� � '
<br /> 8 � NOT TO SCALE SZ.� NOT TO SCALE "�'"Ep PqWEGT.APPfiD�Pl FOR TI 6 PHaE�T�
<br /> � CONOIT�N�PEP CUHFl sT'��s� .. NQT TO SCALE
<br /> ANO E% LESS YERMi£:
<br /> � F(!P,G U�1�1N HAF E��
<br /> N �
<br /> � PORT OF EyERETT DWG. h10. '
<br /> .� . . PROJECT ENGMEER: SCALE : �� .
<br /> � � � ' O AS NOTED �
<br /> oy DESIGNED BY: DATE NORTH MARINA REDEVELOPMENT 53.1
<br /> � Fort o � ` ' °
<br /> y 128 t34th Street SW•S�te 200 L LUM AU6UST 4,.2006 cw No. '
<br /> ,� „ o�,�,�,. ����,. INFRASTRUCTURE PHASE t 3--0-0o3--os
<br /> � Evere#.Washington 38204 �,����e.�� D. OLSEN NoaE�Pd—�lA�i-20Q5=06
<br /> o v����5� �.�a/a/os PERMiFAPPROVAL/CONSIRUCPON ,3 ��,P�,�eY:. SECI'l.ONS AND DETAfLS.
<br /> �
<br /> emz�rr.wa sazos ph:425 741-38at (-� �. t .
<br /> o (425J 259-3184 ,�p8 No. 27-04-015 IX� G/t�/o3 ��.y• � � �� .
<br /> No. awh er r�ora rw. on� er REwsiw+ t —� SHEEI'No. 121 OF!�3
<br /> _ �
<br />
|