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<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.
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<br /> �������a�� ������a���� SECTION ALONG NEW EXPANSIQN JOINT LOCATION. ����m������������ 6. FOR RETROFIT INSTALLATION SAWCUT AND REMOVE � o z
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<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
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<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..;
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<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 � �
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<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 < '� '
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<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.
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<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.
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<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
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<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 :.
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<br /> � �� TO CONFIRM ADA COMPLIANCE � Q
<br /> 6 � �\ PRIOR TO POURING CONCRETE. � � .
<br /> TYPE E-1 CURB TYPE E-2 CURB � � �, ��� \�� �
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<br /> E ¢ ���' �F WAsy �ps SAMI ORDONEZ 10 OF 32
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<br /> � ¢ � ' � SHEET TITLE
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<br /> HC 03
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<br /> � � 3/23/2018
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