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,� . <br /> � I . --- � � � . . . . . . ���`�.�Yd .-� . <br /> ������p <br /> # NOTES <br /> � NOTES O ' . <br /> FOR SIDEWALKS 10' � FOR SIDEWALKS LESS 1. DETECTABLE WARNING PATTERN AREA SHALI BE BACK OF 1. DETECTABLE WARNING PATTERN AREA SHAIL BE ' '. <br /> BACK OF AND WIDER THAN 10'WIDE YELLOW IN COMPLIANCE WITH WSDOT/APWA SIDEWALK SMQOTH TROWELED YELLOW IN COMPLIANCE WITH WSDOT/APWA <br /> SIDEWALK SMOOTH TROWELED STANDARD SPEC SECTION 8-14.3(3). � A �PERIMETER AFTER STANDARD SPECIFICATION SECTION 8-14.3(3). American Property Development,Inc. <br /> PERIMETER &JOINTS BROOM FINISH 110 110th Avenue NE suite 550 <br /> A AFTER BROOM FINISH 2. CURB RAMPS SHALL NOT BE POURED INTEGRAL �- 2. CURB RAMPS SHALL NOT BE POURED INTEGRAL Bellevue,WA 98004 • <br /> WITH SIDEWALK AND SHALL BE ISOLATED FROM WITH SIDEWALK AND SHAL�BE ISOLATED FROM <br /> ADJACENT SIDEWALK BY A 3/8° FULL DEPTH LAND�NG <br /> ADJACENT SIDEWALK BY A 3/8" FULL DEPTH <br /> EXPANSION 101NT. 4'X 4' MIN Z z EXPANSION 101NT. '� <br /> z z 1.75°/a SLOPE MAX � � o <br /> � o SMOOTH TROWELED 3. GUTTER SECTION AT CURB RAMP SHALL NOT BE ANY DIRECTION 2'MIN 2'MIN � ¢ �-' <br /> L A N D I N G 4'X 4' M I N z P O U R E D I N T E R G A L W I T H A D J A C E N T G U T T E R -� 0 3. GUTTER SECTION AT CURB RA M P SHALL NOT BE • <br /> � a PERIMETER&101NTS <br /> 1.75%SLOPE MAX / J SECTIONS AND SHALL BE ISOLATED BY A 3/8" FULL � POURED WTERGAL WITH ADJACENT GUTTER � <br /> ���� AFTER BROOM FINISH D E P T H E X P A N S I O N J O I N T. 2 SECT ION S AND S H A L L B E I S O L A T E D B Y A 3/8" F U L L o <br /> A N Y D I R E C T I O N—� S M O O T H T R O W E L E D 1 m <br /> �, DEPTH EXPANSION JOINT. o <br /> � 4. CURB RAMP AND GUTTER SECTION AT CURB RAMP PERIMETER AFTER � SMOOTH TROWELED � i <br /> MAY BE POURED AS AN INTERGAL SECTION. BROOM FINISH � PERIMETER AFTER - <br /> � z 4. CURB RAMP AND GUTTER SECTION AT CURB RAMP W z ' ' <br /> z 1 � BROOM FINISH MAY BE POURED AS AN INTERGAL SECTION. U U1 �o <br /> SMOOTH TROWELED p 5, TYPE A-1 INTEGRAL CURB AND GUTTER PER GITY o 2 7 � �N <br /> PERIMETER&JOINTS � z STANDARD DRAWWG 307. OD � L <br /> AFTER BROOM FINISH O N � Z � 5 �� ���g�������� o Op� 5 5. TYPE A-1 INTEGRAL CURB AND GUTTER PER CITY � Q � g o 0 <br /> 6. FOR RETROFIT WSTALLATION SAWCUT AND ���������������������� <br /> ��� ����a � ����� <br /> ������ STANDARD DRAWING 307. <br /> a��������ma �����Q�sm�� Lfl a����e��������eo�m��� W �(J <br /> ��aa�o���� ���������� fY� <br /> � �em��� r����a�o��� <br /> �G L ��$���o���� �@�����m$g� �� R E M O V E E X I S T I N G S I D E W A L K, C U R B A N D G U T T E R °�����°�° ��������°° O , � N W <br /> �a���a�a o� ���������� ��������� �v <br /> /G ����������� ��a�������� Q ����������m��������� � o <br /> �������a�� ������a���� SECTION ALONG NEW EXPANSIQN JOINT LOCATION. ����m������������ 6. FOR RETROFIT INSTALLATION SAWCUT AND REMOVE � o z <br /> �����m����m �����e�a���� � � � z N t,fl a � - <br /> ���������� ����������� S A W C U T E X I S T I N G P A V E M E N T A S R EQ U I R E D FOR EXI STING SIDEWALK CURB AND GUTTER SECTION <br /> ����������� ����n������ I w cD� � <br /> ��se�o€e���� ��a���ro���� ' � I� � j`�—I Q :���' <br /> ����0������ ���°������� FORMING OF NEW CURB AND GUTTER. PATCH � ALONG NEW EXPANSION JOINT LOCATION. SAWCUT � <br /> mo���������a����am���o� ' N N� . . <br /> PAVEMENTAS REQUIRED. 4 EXISTING PAVEMENTAS REQUIRED FOR FORMWG N w m`� <br /> 5' MIN _�_ 4' MIN � 5' MIN 6�MIN � 6` M�_ N___ OF NEW CURB AND GUTTER. PATCH PAVEMENTAS � � W� <br /> 9% M A X R A M P 9% M A X 7. FLUSH WITH GUTTER(NO LIP PERMITTED) � 9 X�_ 4 MIN g/ M A X 3 R E Q U I R E D. U U g n: <br /> ��" RAMP � z <br /> 2' • <br /> S 9 . 3 O 7. FLUSH WITH GUTTER(NO LIP PERMITTED} � , <br /> O � � � , <br /> 8. A MIN OF 4' OF THE RAMP WIDTH MUST FALL � <br /> A �- M � <br /> 4 WITHIN THE CROSS WALK SERVED BY THE RAMP. 0O <br /> 9. TNICKEN EDGE TO FULL DEPTH OF ADJACENT CURB <br /> PLAN sECTiorv. . . <br /> PLAN NOTE: CONTRACTOR SHALL FIELD VER�FY �ppyR�q�r Qc 2005, ALL RIGHTS RESERVED <br /> GRADES OF CONCRETE FORM TO CONFIRM <br /> ADA COMPLIANCE PRIOR TO POURING SUBMITTAL REVISIONS .' <br /> NOTE: CONTRACTOR SHALL FIELD A CONCRETE. � ' <br /> � VERiFY GRADES OF CONCRTE FORM 3 � # DA�E DESCRIPTION <br /> A �� TO CONFIRM ADA COMPLIANCE " <br /> � � RAMP 6' MIN 4' MIN B RAMP PRIOR TO POURING CONCRETE. o , , �� 1 Z�ZO�1 BID SET , <br /> TOP OF 1:13 SLOPE MAX LANDING � RAMP 6 MIN 4 MIN � RAMP . <br /> 3 PAVEMENT Cc� � � 1;13 SLOPE MAX'� LANDING O ; i <br /> Z 2� 1.75%MAX � Z � f..; <br /> Z � � . . <br /> w Q m z p� v q cp� <br /> d .. ..:. . . a 1 MIN IVIA/� . � . , <br /> o ' MIN MAX - 1 I � ° A 1-5/8" 2-3/8° _ O <br /> � �r iD 7 , B 5 8 1-1 2 <br /> a 5 �r Z A 1-5 8" 2-3 8" � a 2 1.75% C 7 16" 3 4° . <br /> � 4 B 5 8" 1-1 2" '�' C � � � D 7 8" 1-7 16" � � <br /> � �� C 7 16" 3 4" -` � - W � � <br /> N � D 7 8' 1-7 16" �-� � �--� � -� <br /> Z 1 -�-I � ,---- T � � � -�► � �---- :+ <br /> 0 <br /> u <br /> z � 5 O 4 2 � ' <br /> � <br /> N W \ <br /> o� <br /> l.J a � � <( Cur�en[RevDa[= <br /> Cu��entRevOat= �� m <br /> °o ,,,�E 04/26/2017 o ti rrE 04/26/2017 � <br /> ;^ SECTION A-A DETECTABLE WARNING PATTERN ST""°""°°�,"'"G"° w� SECTION A-A DETECTABLE WARNING PATTERN Sr��°AR°°�,�°,N�y° � <br /> ;Q� TYPE A CURB RAMP 318 �a� TYPE B CURB RAMP 319 < '� ' <br /> ��� ;�� <br /> i � i _ . <br /> � C-� NOTES .; . <br /> 2 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. ■ : <br /> 1�2�� R �,�� R 1�� R � <br /> S��PF � - EXIST SIDEWALK 2. 3/8" WIDE FULL DEPTH EXPANSION JOINT. <br /> �� � V, <br /> � <br /> �IqR'ABCF 6 � vPRiPB�� � � W . <br /> ��—"`}�,r,� S�pp �_�. \ y 3. 3/8" WIDE FULL DEPTH EXPANSION JOINT tF <br /> - �� � I---��"' -''������� ( � � � � � � � � � � ° • � � NOTE 1 ABOVE IS 15' OR GREATER. � <br /> � � � � ' EXIST TYPE A ,� � ,r�',; <br /> �a d CURB y W � y 4 4. WITHIN THE CITY RIGHT-OF-WAYTHE DRIVEWAY � � <br /> a � CD ���. � SHALL BE SURFACED WITH ASPHALT OR � <br /> � CONCRETE. <br /> a � �� <br /> ° 4 ° _- _ _ _ _ � ��� \ e N � <br /> � Q - - PAVEMENT = - - - _ ° � � �� 5. THE DRIVEWAY RAMP INCLUDING WWG RAMPS � � <br /> � a ,� r O SHALL BE CONCRETE COMMERCIAL MIX AS � <br /> a a a �� 1,��� \ y CALLED OUT IN WSDOT STANDARD ,:� . <br /> a 4 �� �A � � � �. y 2 SPECIFICATIONS,A MIN OF 6 THICK AND PLACED � : <br /> a Q \ � �� �/ W W W w W ON A MINIMUM OF 2" CRUSHED SURFACING � , <br /> � \ �\ — W � W W W y BASE COURSE COMPACTED TO 95% MAXIMUM � z <br /> �s 5 <br /> a �� s. �� � W � y W W �. DENSITY. � Q <br /> a 1 � �� � � � � � � � , � � � � � �'1/ I— .� <br /> 8" 6" I �� � � � � � 6. MAINTAIN 1/2° LIP AT GUTTER. L�"' z f :. <br /> ,� �{ � ,� , w � y � � . <br /> 'q � � / \ \ \ ��1,,� W W � � NOTE: CONTRACTOR SHALL FIELD = . <br /> � j e� � � � W VERIFY GRADES OF CONCRTE FORM � � (n <br /> � �� TO CONFIRM ADA COMPLIANCE � Q <br /> 6 � �\ PRIOR TO POURING CONCRETE. � � . <br /> TYPE E-1 CURB TYPE E-2 CURB � � �, ��� \�� � <br /> � � �\ 0 � <br /> o \\�S6', � \� \� � � W .i <br /> c� �_ �l'� / F M � , <br /> _ '\ ��Lll � W <br /> � �`<< �� EXIST MONOLITHIC � W , <br /> � CURB AND SW w , <br /> > <br /> i PAVEMENT � W <br /> a n' e ' <br /> U . . <br /> / <br /> � � . . . . . . � ., <br /> Z <br /> � o o �_.•-__— 5' M i N <br /> o Q m . <br /> o Y � EXIST <br /> = 3 � PAVEMENT � 1.75% 4 <br /> � Z Z � -- - (' 1'� :s. <br /> Z Z z `./ : <br /> � � � z . <br /> o a <br /> � � o <br /> � J W �� � ./� <br /> � o . <br /> W o � � . . . p . . --{ ri 1 . . . . . . � � . � . V ) � . . <br /> Q w � . . . � �J . . . � . % - <br /> = V W �, y <br /> d f d <br /> � .,. � . � ��+,� r <br /> � r ~ � � <br /> W Z Z Q <br /> ��J � . � O � � . � . <br /> > � � <br /> H w <br /> Q SECTION A-A <br /> w W <br /> ,/,, Q � � � . � . � � � Cur�tR�v/te <br /> � °ti t,r�E 04�26�2017 0¢ 4 26 2017 � . <br /> SrQ�,�Qa�o,�,v,���p �a USING TYPE A-1 CURB ����E 0 <br /> ¢ W� � W�y STAfVOAR��PA\VINGNo. . � <br /> o �� TYPES E-1, E-2, E-3 & E-4 Q� CEMENT CONCRETE W � <br /> � -'" ���° DRIVEWAY RAMP TYPE - 1 �` <br /> � ;�; CEMENT CONCRETE CURB &GUTTER 309 F� 3,'S �— <br /> z _ V J . <br /> � <br /> w <br /> � <br /> � Q . <br /> Z <br /> � a . <br /> � � <br /> a <br /> � � � '.: <br /> . ow . . � <br /> ��o SS D.)q R <br /> � <br /> Na O <br /> � �Q j � <br /> E ¢ ���' �F WAsy �ps SAMI ORDONEZ 10 OF 32 <br /> �w �n Z • <br /> � ¢ � ' � SHEET TITLE <br /> � � p � � <br /> �� . O� ,�, C�3668� p ,�C� .i. <br /> HC 03 <br /> o W SS F STE � �� � <br /> � I�NAL � <br /> � � 3/23/2018 <br /> o� . <br /> � Z . <br /> � 1 . . <br />