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. CONSTRUCTION NOTES.
<br /> �1 CEMENT CONCRETE PEDESTRIAN CURB PER
<br /> 6 WSDOT STD PLAN F-10.12--03.
<br /> 3" RADIUS, TYP 2 EXTRUDED CONCRETE CURB TYPE 6 PER WSDOT
<br /> 3" RADIUS, TYP 7 5 3" RADIUS, TYP o 1 0 � �
<br /> .. � �� . . 6 2 2 �
<br /> 2 2 . � ,. . . e a � � � STD PLAN F-10.42-00.
<br /> � . � � : a :� . q. 2 2 �'
<br /> � ' . �a . � � � � �3 CEMENT CONCRETE TRAFFIC CUR� AND GUTTER
<br /> ° � �� ° � � �°' ° ��� ° � � � AND DEPRESSED CURB AND GUTTER, PER
<br /> ) • ' a , 2 • a .,°4� •�na • o . • aa;
<br /> f' � a �? � i ° � . �Q � � . � � 4 � WSDOT STD PLAN �-10.12-03.
<br /> ;o� . • a . , , . a. . ..
<br /> � . �. . a. � , : ° .. 1 ° � � � . . 4 � ° .ao � � .�a� '' �a �; ^Q � �
<br /> � a. . '�, � � � a � . Q � , �K. ���a. a . � 1 � . � a � � .4 � 1 � .., �?� �° . � ° �°° � �4 CONSTRUCT CONCRETE CUR� RAMP, 4" THICK,
<br /> � . °� � � � � � � �� � �� � � SIMILAR TO WSDOT STD PLAN F�40.15, TYPE
<br /> . Q : �� � : a : 2 5 1 . a. � . . a 1 �. . a .: . ,.. . ..a � : d �
<br /> A � � � 4 PERPENDICULAR B.
<br /> ; •. .d. .
<br /> d . � ,Q 'j' 'Q . . , p �d ' .
<br /> . d a C
<br /> � � � ° .� Q � �°° � O5 DETECTA�LE WARNING SURFACE PER WSDOT STD
<br /> a�� � a� �, � `o . � � � � � � a .� . � �. � �. . � _
<br /> -�- ' 2 2 '� 6 � PLAN F-45.10.
<br /> g _... 3" RADIUS, TYP o 6 ° � � o �
<br /> - -- � � U6 3/8" PREMOLDED JOINT FILLER, FULL DEPTH.
<br /> CEMENT CONCR�TE 3" RADIUS, TYP �
<br /> .N 3 TRAFFIC CURB 1� .,N � � �7 SAWCUT EXISTING PAVEMENT FOR A ST�AIGHT
<br /> a GUTTER, TYP JOINT.
<br /> 3 EPRESSE CU�B
<br /> D GUTTER $ CONSTRUCT CONCRETE CURB RAMP, 4� THICK,
<br /> �__ �� , , SIMILAR TO WSDOT STD PLAN F-40.15, TYPE
<br /> � PERPENDICULAR A.
<br /> �9 CONSTRUCT CONCRETE CURB RAMP, 4" THICK,
<br /> CUR� RAMP DETA� LS 1 CUR� RAMP DETAlLS 2 CUR� RAMP DE�AILS 3 CUR� RAMP DETAI �S � CUR� RAMP DETAiLS � SIMILARTOWSDOTSTDPLANF-4a,�, T��
<br /> „ , � , „ , „ , „ , PARALLEL AS SHOWN.
<br /> SCALE: 3 =1 PVA01 SCALE: 3 =1 PVA01 SCALE: 3 =1 PVA01 SCALE: 3 =1 PVA01 SCALE: 3 =1 PVA01
<br /> �„
<br /> TOP OF CURB 6" ABOVE SIDEWALK #
<br /> 3 BARS (2) 2" CLEAR (TYP) �-�--
<br /> EXISTING SIDEWALK TOP OF CURB FLUSH WITH SIDEWALK ELEVATION
<br /> TO REMAIN
<br /> CONSTRUCT CONCRETE 6'
<br /> CURB RAMP, 4" THICK
<br /> CONCRETE OVER 2» CSTC 1
<br /> . a . . . . , Qa Q . . � CONSTRUCT CONC�E7E SIDEWALK
<br /> I r . � .a . , a � . � s . � . � FLUSH WITH ADJACENT ASPHALT g�
<br /> � � �a � . . . � , : ° . � . PAVEMENT. �" THICK CONCRETE 13/16" DIA HOLES
<br /> � � � 4 a 6 15 OC .a � ; � � . , OV€R 2 �STC. PLAN
<br /> � J a� • . x4. . � x . � � � � � � a -
<br /> 0 0 � � � . � �. 8:3� MAX � � � � � . � . � . . . � . . . � ° . . . ° . � � a NOTE: �AMP MIR�ORED ON OPPOSITE
<br /> X �; � . �; � , a a . a . END OF Af�A PARKING PRECAST CURB BUMPER
<br /> � � � 4 � . � N N ' . . .
<br /> � � • • . L] q .' • . . ' Q
<br /> � � � � 6.0't RAMP � . . ° :� .a ° a . . .a � . � �
<br /> > N , . � � ° . . � � .
<br /> n � � � a a . � � � �° � a. � � ° SCORE JOINT, TYP 2 1 2" 5�� �� � NON—SHRINK
<br /> � �"1� (�—2 1/2
<br /> � � �. . � � ��Q � � 4 . � . , . : . � 6 . , ° � , � � � � MATCH SPACING AND TYPE � GROUT
<br /> � . . a . �1. aa . �a . . . . .. OF EXIST1NG SIDEWALK �o �a�� '':I Ga.:��.;
<br /> _ �
<br /> �' ' .���� �3 BARS (2) #6 BAR (2) �
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<br /> �� ° ° ATTACHMENT DETAIL
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<br /> °- � EXISTING EXTRUDED ��T��'
<br /> CURB TO REMAIN PRECAST CONCRETE 7 1. THE NON—SHRINK GROUT USED TO ATTACH THE PRECAST CUR� SHALL CONSIST
<br /> �� CUR� STOP —
<br /> �N OF 3:1 SAND AND CEMENT. GROUT TO A DEPTH OF 1" FROM THE TOP OF THE
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<br /> %0 2. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 2� DAYS.
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<br /> � ENLARG D PLAN 6 PRECAST CONCRETE CUR� STOP 7
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<br /> X SCALE: NTS PVA04 SCALE: NTS PVA04
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<br /> � DRAWN BY DESIGNED BY � LEI� MCO� PAVEMENT RENOVATI�ON AND REPLACEMENT SNEET
<br /> n TLC KJH V pF WAS �'�
<br /> N o CHECKED BY APPROVED BY ��'���' � ���"`'o�� � °��� � �j� 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON
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<br /> � � LA W R JL " :� � `�° -�
<br /> � �- ��
<br /> � ; oATE �� ��` ������ � f� PAV I N G
<br /> A .
<br /> � � 3�19�18 � � 4 7100 Hardeson Road
<br /> 24089 1601 5th Avenue,Suite 1600 D E TA I LS
<br /> `V � 0 3/19/18 KJI� LAW RJL CONFORMED SET �o�,�,s�'GISTE����.�� seattle,WA 98101
<br /> SIDNAL E� Everett, Washington 98203 62 OF �21
<br /> � � 206.622.5�22
<br /> � X N0. DATE BY CHD. APPR. REVISION J 0 B No. : 1600557 �, �,wW.k��$.�om (425) 34$-2312 Fax (425) 438-6141
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