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<br /> �� �� '�`/\ � `� _�� � o
<br /> �� PAVEMENT PER i�% �/ � �
<br /> 3/8 T0 912 R %/ / / / • , �.�
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<br /> i� THROUGH FULL DEPTH OF SIDEWALK WITH INTEGRAL \�/� :. : ,\� „ � , _
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<br /> CURB
<br /> . OVER FOOTIN�
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<br /> CONCRETE PAVEMENT , ��t€���at�r�r,����'r��s�� Date:2018.d5.30 15:56:45-07'00'
<br /> NOTES. .
<br /> NOTES:
<br /> �
<br /> • 1. DEPTHS ARE COMPACTED THICKNESS. 1. ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW. �' ' '
<br /> ' ° . 2. COMMERCIAL CONCRETE PER WSDOT STD. SPEC. � �������
<br /> d. T ' 4 (FIXED STRUCTURE) 2. REFER TO LANDSCAPING PLANS FOR JOINTWG � � ������� � .
<br /> • • . 6-02.3 2 B. � :�����r�cu�� ���, ..--Fa��r���u� �'`:�� ,--t ���
<br /> 1 . LAYOUT. � ) �, : �� _ rap ;; �« .�.-�,���c���u�s � �,� ,�,� �'
<br /> �, u,� ���z ��z � ,� �:. _ � �'
<br /> � �`ACE C?F C�l�B ' �,.
<br /> 3. REFER TO WSDOT STD. SPEC.8-14. --` : � , �--�' � ,„ �� �
<br /> � �; �rn�t��s -� , �; �a�an ;: � �=._��-� .�,
<br /> SOLATIUN �OINT 4. MAXIMUM CROSS �LOPE OF SIDEWALK SHALL BE ��� �m��r���� �� � : ���z�� . , _
<br /> �z
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<br /> 2.00%. REFER TO GRAQING PLAN FOR DETAILED �` �sE��b�srs�e�c`�? _ �: �� �;, �r � .c �,-- �
<br /> � ��tra � �s<t�z�t�ra)1�. c� �.�ss� c� �
<br /> � -
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<br /> SHOWN ON SITE 5-05.3 8 A l�l�,��-F���C�����F�� ���6��t�i +�t7�i����T� 1'���f[��������I�i��J°T ;
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<br /> _ � • � ' ' •� ,: , : `. APPLY CURING COMPOUND TO SLAB � .
<br /> �o ° . ° ' . . �n . _ 7 �
<br /> . • ' FACE AT A COVERAGE RATE OF 3Q0 3I4°WIDE BY 1" DEEP MIN. PER MANUFACTURER'S - SCALE: NTS
<br /> SF MAX PER GALLON TO ACT AS A TOOLED JOINT. FILL WITH DETAILS � , �� y .
<br /> a• . d , ' '
<br /> . •d '°, � \ ` /\/\/�`� BONDBREAKER AT LEAST 48 WOURS
<br /> � PAVEMENT SEALANT. TOOL
<br /> � .. .o� . � . / /� ��\//�\/I� : PRIOR TO PLACING NEW SLAB.
<br /> . . V
<br /> . . f�� � JOINT IMMEDIATELY PRIOR � PRECAST CONCRETE i �'���� �
<br /> _ � � o � � /\ � N TO WSTALLING PAVEMENT WHEEL STOP , �� �'c����nc��a�a�s+�'ss��.�������s������ra � .
<br /> / /\� � SEALANT. : , �xC��a��.�a����r��,���u r��ra�s s+��,����
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<br /> , i ' i / / i� /� F- � I DIAtVIETER PER TOP OF REINFORCING �r���r������arar�������+�avr��`�n,s���: .
<br /> i �i\/\� \/\/\� /\ \ z v� ' r� �
<br /> - ���\� � � ��r� ��� �� " • . •• ,.. . � , I � MANUFACTURER'S BAR FLUSH WITH TOP , �, _ �tt����`rt�t��a��a1�r°�����t���°t����,�v�t��iu�
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<br /> W . . . . . .< o I . .
<br /> 1/2" PREMOLDED JOINT FILLER � c� . . , a . . . . . �, �ec�c��-r��s��r�����r��c��:�ni������,��
<br /> , Q = . . : . � REWFORCING ���a���s. ��°�����a�r�������������xi�r�s.' �
<br /> PER WSDOT STD. SPEC. a t-- PER �v����t.�p��s� �. :�, ' �, � , � ,
<br /> . �. ��t�������r������� �����
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<br /> �, U A TURER S
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<br /> OF CONGRETE PAVEMENT o DETAILS , _.. , o .��
<br /> 3/4" DIAMETER DOWEL. DOWELS TO DRAINAGE ; � � .��',+°-:;� . ��ric��r�a��.����r�v��s��t��+�r��r���n�rs
<br /> ', ,.':�. =;: _�:... .. ,: .4;. � u4_,. A�����4'����', �#���l��'I�N�F�}R 7'Y'��4�E�'�X���3�[�tN� �
<br /> BE 10" LONG CENTERED WITH SLOT ,,;� � �, ;; ., ,. � , . ; . _� ,. ���r��, � �- .
<br /> CEMENT CONCRETE : „ s:o,, ti . �
<br /> , �. .._ � ,�;- r .��<<.
<br /> JOINT SPACE AT 18 ON CENTER. �� � -�,�H���v� W
<br /> �„ _.,. ,�_ _ a :� '�,. �.x
<br /> PAVEMENT WITH INTE A DOWEL TO BE INSTALLED IN FORM �! =
<br /> GR L
<br /> �
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<br /> W T AN APPROVED �
<br /> H DOWEL
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<br /> BASKET: LIGHTLY OIL FULL LENGTH I �:�`i'�������{����`�£�I��R�'��L���3���'X��� � tv
<br /> N OF DOWEL. DRAINAGE � � , > � rn
<br /> � WELDED WIRE MESH W2-6X6 OR APPROVED � , �C Q
<br /> SLOT C�•
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<br /> CEMENT CONCRETE CONSTRUCTION �QINT �� , W m �
<br /> • � . q •. ' � ' PAVEMENT PER WSDOT 1/2" PREMOLDED JOINT #4 R E i N F O R C I N G U � �
<br /> � . 'a ' � : . , � ' '. STD. SF'EC. 5-05 �� FILLER PER WSD�T STD. BAR(MIN.) � W � V W
<br /> � a . . , • a R 1I2 IMBEDDED 18" INTO
<br /> � �
<br /> . . .• CRUSHED SURFACING SPEC. 9-04.1(2)THROUGH SUBGRADE '
<br /> � � "' W
<br /> FULL DEPTH OF CONCRETE MANUFACTURERS: ��,�������r��:; , r„ �
<br /> �.- � d- W
<br /> � BASE COURSE PER .
<br /> WSDOT STD. SPEC. 4-04. PAVEMENT GREEN CAST CONCRETE PRODUCTS,
<br /> .
<br /> \ \ \ \ \ \ \\,\\ \\ �' \�\ e , . a' ' . ' LLC. `. REVISIONS
<br /> � �/ / % / / / / SU�GRADE SHALL BE . : FIXED STRUCTURE �-
<br /> ����/�\�/�\�/�\�/�\���\/��\��\/�PREPARED PER WSDOT � � '. � • ( � OLD CASTLE PRECAST;INC. � ,
<br /> STD. SPEC. 2-06. � � HOLROYD COMPANY, INC. _ � `�
<br /> : PUGET SOUND PRECAST � ' r.�� .� k_�
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<br /> ISOLATION JOINT �. . , . .� . . : . ... . ._ �,. . :...... . ... . :
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<br /> . �EMENT CONCRETE PA�/EI�iIEf�T - O� SITE GEIVlENT C�i�CRETE Vi/HEEL STC�P �� ����-�����«� , ,
<br /> : 2 5 � . ,� ���� �� ���� �
<br /> SCALE:NTS SCALE:NTS #' � �°
<br /> 3/8" PREMOLD I � , ��r�a,��c�a�������������a�r
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<br /> ED JO NT FILLER �� �-� R. ,�r,�.. ��;�.�. �, ,�„# �a�i�`7����
<br /> PER WSDOT STD.SPEC: 9-Q4:1 2 �� n„P oare ' '
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<br /> � : ������������ •
<br /> THROUGH FULL DEPTH OF a�� ��� o5.2s.2o�s .
<br /> HOT MIX ASPHALT(HMA) CLASS 1/2„ CONCRETE CURB ��� ', ��'����SE�Cf����' „ :
<br /> N WITH PERFORMANCE GRADE 64-22 M . _ - acw,No.
<br /> ASPHALT BINDER PER , 14249
<br /> WSDOT STD. SPEC. 5-04. '.a . 3/8" PREMOLDED JOINT ' �r�nwNBv:RJB �esicNeoav:SP
<br /> M � : e: 3/8" FILLER PER WSDOT STD. v 1 '
<br /> ASPHALT TREATED BAS� � 3/8°TO 1/2" R SPEC. 9-04.1(2)THROUGH �/'i�R�D�D C�J R� , ReviEwe�sv:JFR
<br /> �� Q SNEETTITLE
<br /> / ,/ \ \ / \ , / , : . •. - - FULL DEPTH OF CONCRETE _ , : - O _
<br /> i\�\\ \\\\�\\\ \� �\\\� CRUSH ED SU RFACI NG BASE �;�\\ \ �\�\\ \\ \\ \\�\\ � 4 , . .
<br /> E: NTS
<br /> , i,.//�//�// //,`//�//� � _ , � ���������j//��/i�%:�\ _ . . _ PAVEMENT. , _ SCAL SITE AND
<br /> .
<br /> , N �/� COURSE PER WSDOT STD. SPEC. �/ N _ • •� � _ _
<br /> .. -
<br /> .: . � . ,
<br /> m 4-04. . �
<br /> , . � a . ` � . .�,:� . .: . � SURFACING DETAILS
<br /> V, .a e v. 9 . 'a•�. ' .• . .a'•
<br /> SUBGRADE SHALL BE PREPARED . d: . :'.. .� + �..� °•� < ° a
<br /> o Sl"ANDARD DUTY HEAVY DUTY . , ��, �� � . � :.��. . .
<br /> o PER WSDOT STD. SPEC. 2-06. ' .' : , �
<br /> :
<br /> ' . . I
<br /> � I SECTION - .
<br /> � SOMETRIC ,
<br /> � , ,
<br /> `� EXPANSION JOINT ,
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<br /> NOTES: , �-
<br /> J NOTES: 1. CEMENT CONCRETE CURBS SHALL BE PER WSDOT STD. SPEC. $-04. � '
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<br /> 1. DEPTNS ARE COMPACTED THICKiVESS. a--
<br /> Q 2. BASE COURSE SHALL MATCH ADJACENT PAVEMENT SECTION AND EXTEND 1' � , ocoPVRicHr zon-ecRa,INC.ALLRIGHTSRESERVED L#.� �
<br /> � BEYOND BACK OF CURB. , � �-
<br /> 0o � n�q /� n � nA� SHEET � �
<br /> � � �BVIf'� P/1VEIVl��T � VI�1 SIT� 3. SEE EXPANSION JOWT DETAIL INLIEU OF F-30.10. ; � �
<br /> o � 4.EXPANSION JOINTS 1N THE CURB SHALL MATCH EXPANSION JOINTS IN THE � � �'"
<br /> N SCALE:NTS ADJACENT SIDEWALK.
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<br /> � : : CIJRB AIVD GIJT'1"ER JOINT DETP�iL , �- �
<br /> g - _ . 6 _ _ , _ ■ La �
<br /> �- SCALE. NTS
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<br /> o ' ,
<br /> ', CIVIC PERMIT SET
<br /> IF SNEE7 MEASURES LESS THAN 24'�136;tT IS�A REDUCED PR1NT.REDUCE SCALE ACCORDINGLY
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