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<br /> E CA VERTICAL VERTICAL �
<br /> V RTI L
<br /> ELL TEE CROSS
<br /> NOTES:
<br /> �
<br /> � z z
<br /> 1. WHERE WATERSTOP IS REQUIRED IN SINGLE CURTAIN � � �
<br /> WAL� REINFORCEM�NT PLACE WATERSTQP ON WATER '-' v SECOND W�LD
<br /> ,� ,�
<br /> ,
<br /> �
<br /> S DE 0
<br /> 4 4 I F WALL. � oo ao
<br /> SEE NOTE 3
<br /> � �
<br /> �
<br /> „ �
<br /> 2 UN ESS 0 A
<br /> , L THERWISE NOTED 3/4 CH MFERS SHALL BE
<br /> ., � ., > . - ` • • : � • : � OMIITED IN SURFACES TO RECEIVE ARCHITECTURAL `
<br /> I' WALL ...• , . : • • � • o °� ° TREATMENT. -� '
<br /> � ' o • ' p • ' p • p • , p • , p �
<br /> �.��
<br /> UNLESS OTHERWISE �. ' . � T - � � '. �� � �.� 3. UNLESS SPEGFICALLY NOTED OTHERWISE �5 AND 6 �PACES 5/i6" f 1/16" '
<br /> NOTED ON DRAWINGS '." �p°. . 'i � . a , � ., —� --�
<br /> � �P . o . o LARGER BARS SHALL BE CONTINUOUS iHRU JOINT.
<br /> � . o . o
<br /> • (MIN� 6��
<br /> I � �4 AND SMALLER BARS SHALL STOP ALTERNATE
<br /> BARS AT JOINT. - FIRST WELD -
<br /> �I S28�2 4. STAGGER SPLIC�S UNL.ESS NOTED OTNERWISE.
<br /> N07E; SEE DETAIL � FOR JOINT DETAILS. FLAT ELL FLAT TEE FLAT CROSS
<br /> PREFABRICATED WATERSTOP
<br /> UERTICA WA�L CO STRUCT10 �1 �
<br /> JOI �1T WITH WATERSTOP � 6 " ��AT�TF� IP UUATERSTOP 2 J � INTS 3
<br /> � . .
<br /> I��, OS61 S282 S�82 S� a •
<br /> S504
<br /> G LAP LOCATIONS IF NOT
<br /> SEE DW S FOR
<br /> 3/4" 4 �P �TOPCAND BOTTQM MATSS SHOWN FOR
<br /> CONCRETE - JOINT SEALANT EQUAL SEE DWGS
<br /> SURFACE (SEE SPEC'S) STOP ALTERNATE
<br /> BARS WHERE NOTED SEALANT
<br /> GROOVE
<br /> �
<br /> p , , p p p
<br /> . �
<br /> 5 . ° . .. -4 �� ;� ;
<br /> SEALANT C� JOINT, SYMMETRIGA� ABOUT • .o . • p ` • p '• �p "• , p , s . �
<br /> > _ > > e . SLAB
<br /> • . . _ . . �
<br /> . , D � D
<br /> GROOVE � e � . - - - .----- - • — • — - - --
<br /> . o — — a •-s- — - - - - —
<br /> 5282 ��o UNLESS NOTED
<br /> I �--� ( � 'p • ., D� .p • 4D D �' . D s" �D � • p . ' p , OTHERWISE .. '
<br /> . . , , . , . e° ' �°a: �\ \\ .�\� �� �� ��� �\��\��\�� ON DRAWINGS
<br /> 0 o a / / / � \ ..
<br /> 0 0 > � �/ /
<br /> . o ' / ,./ i, i
<br /> , , o i,
<br /> , i./i�/i.�
<br /> . .... .. . . .D � � D � D ' . • O . .
<br /> D '
<br /> � " � � " P � , ' V • a . ' • a . ' , a . ' p•� . , , 9 . , . Dp n .
<br /> ; o• . ; o , . ;o , . . . . P . ' . ',°: , ° ° ' , . � 6 FLATSTRIP ALL BARS CONTINUOUS
<br /> D ' . D ' - D '
<br /> , �, D . �D� Do ' D �o WATERSTOP � THRU JOINT
<br /> I BQND BREAKER 5�g"
<br /> TAPE SHALL MAKE
<br /> 6n FLATSTRIP TOP BAR CQNTINUOUS CpNT CONTACT NOTES : NOTES: _
<br /> WATERSTOP IN THRU OR ALT BAR STOPPED ACROSS JOINT
<br /> CENTERLINE OF AT JOINT, BOITOM BARS 1. ALL FLOOR JOINTS OF 1. WATERSTOPS AND SEALANT GROOVES TO BE PROVIDED
<br /> SLAB (IF REQUIRED) CONTINUOUS THRU JOINT, HYDRAULIC STRUCTURES IN ALL WATER RETAINING SLABS, SEE DRAWINGS, FOR '
<br /> SEE SLAB REINFORCEMENT CONSTRUCTION (MEMBERS COVERED W{TH OTHER LOCATIONS WHERE THEY MAY BE REQUIRED.
<br /> DETAILS JOINT FACE WATER) SHALL HAVE A ,
<br /> SEALANT GROOVE 2. DIMENSIONS INDICATED ON DEI�AIL CONTROL MINIMUM
<br /> EQUAL COVER. �
<br /> 2. SANDB�STING R�QUIRED
<br /> PRIOR TO APPLICATION 3. STAGGER SPLICES UNLESS NOTED OTHERWISE.
<br /> OF PRIMER
<br /> �'� S � SPEI� DED S �AB CO �ISTRU �TIOf� S �AB - 0 �I - GRADE COI� STR � CTI0 �1 JO f�T
<br /> �� JOINT 4 SEA�A�1T GROOVE 5 �10 WATER�TOP OR SEA�A�1T GROO�E 6 �:
<br /> . . .. . . . . . . . . . .. . . .. .. ..4...:
<br /> 1 S61 S282 S?_82 1 S61 S282 �
<br /> S504 �
<br /> ', �„ �
<br /> � L/4�
<br /> ' � LAP LAP _"
<br /> �
<br /> 0
<br /> HOOK HOOK HOOK �P HOQK o MECHANIGALLY FASTEN AT TOP
<br /> FWAL6 S BELWTHE
<br /> Q L INCHE 0
<br /> _ __ _ _�_ _ _ - GRQUND SURFACE WITH _ ,
<br /> �
<br /> �,, � � ' TERMINATION BAR AND BEAD .� �,
<br /> � � OF POkNTING MASTIG
<br /> � �
<br /> Y Y Y � � .
<br /> O � � I ;,�; .
<br /> O
<br /> O
<br /> O �
<br /> I
<br /> s S = �
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<br /> Y p � I p
<br /> O � � � _
<br /> _ _ _ �qP �
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<br /> ---- -�----- --- - i
<br /> - -- --- -- - - - - - -- - - - --- -- - - -- --
<br /> -r� � _.
<br /> I I ii ' . �
<br /> NOOK �- HOOK ' n- � ' �' Q � CONCRETE COATING (TYP) ,.:;_.
<br /> II �p � � �P i � � � ' � . . � CONCRETE SLAB ON GRADE X
<br /> " �
<br /> 3 = � �
<br /> IARGER SIZE BAR ; ; ; SEE PLAN FOR REINF
<br /> —— —— — SMALLER SIZE BAR � � �
<br /> 0
<br /> i i
<br /> i �
<br /> I
<br /> � UNLESS OTHERWISE NOTED LAPS ARE � � � � � � � " �
<br /> 4 . , . . . . .. .A � . . 9. � '. p. .
<br /> BASED ON THE SMALCER SIZE BARS � a
<br /> . . . D•. • 'Y' .� 6. • . • ' , G �
<br /> � L = CLFAR SPAN � � . + . .
<br /> � ..;��.0'"•. a..p,.D • a..v.. o.. 9..0,.0
<br /> �aC�� ':�.o aqQ..��a �a�/:.a� �qQ;`' a ��Q`.�,
<br /> c1 c�: .. c�:�.. c7:�.. c�
<br /> -.v: p .v� � v.� p q:
<br /> '-�Q:.c�';0=�,��-�.��. .D�.��.-2. .C}�.���. .,C�
<br /> * A \/\ \ \ \ \
<br /> U THI DET ILIN
<br /> SE S G
<br /> i
<br /> � / � r � .
<br /> PROCEDURE WHEN LARGER '������ ��"�r� VAPOR BARRIER (10 MIL MINIMl1M)
<br /> ��
<br /> NOOK OR CLQSER SPACED BARS �
<br /> ARE CALLED OUT FOR CORNERS �6" BASE COURSE AASHTO GRADING NO 57 OR EQUAL ��*
<br /> UNDISTURBED NATIVE SOIL
<br /> .
<br /> HOR ZO �1TA� � EI � FORCEMENT AT WA�I� INTERSECTIO �1S V'AUI�T SUBGRADE A�1D �APaR BARRIER
<br /> 7 8
<br /> � S503 S282 S5a4 S282
<br /> � S504 '�'°
<br /> - 4r
<br /> ��� .
<br /> �''� 100 % DESIGN fSSUED FOR CONSTRUCTI�N
<br /> � �
<br /> �
<br /> :1
<br /> :�,�
<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL. DATE ^ � ''
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ,.� ACCEPTABILITY PHRc E� ��2Q��8 CONCRETE QETAILS �
<br /> - ��t'yS og WAs$`l�. THIS DESIGN AND/OR ORIG 3.20.18 \
<br /> ,�� � SPECIFICATION IS APPROVED PALMER 3.20.18 SHEET N
<br /> � �' � Er,c►NEER TITLE WASTEWATER T EATM NT PLA T = ,
<br /> I� R E N
<br /> _ � �� APPROVED BY DEPT. DATE PERKINS 3.20.18 �2 8 2
<br /> �
<br /> CHECKED �
<br /> WEAKLEY 3.20.18 �UILDIN� 45�VU �
<br /> 'A JOB N0. COMP N0. W
<br /> p 53058 '� APPROVED o
<br /> ��'���Q79TER�`9 Cy�$ WFAKLEY 3.20.18 ,_
<br /> � _ S�oNAL �'� HARRisE� 3.20.18 STRUCTURAL MASTER EVERETT, WA owc No. 45-08—S282
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