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I I I 1 ������ <br /> # NOTES <br /> � � NOTES j O <br /> ,� FOR SIDEWALKS 10' FOR SIDEWALKS LESS 1. DETECTABLE WARNING PATTERN AREA SHALL BE BACK OF 1. DETECTABLE WARNING PATTERN AREA SHALL BE : <br /> i BACK OF AND WIDER THAN 10'WIDE YELLOW IN COMPLIANCE WITH WSDOT/APWA SIDEWALK SMOOTH TROWELED YELLOW IN COMPLIANCE WITH WSDOT/APWA r • <br /> �, SIDEWALK SMOOTH TROWELED STANDARD SPEC SECTION 8-14.3(3). A PERIMETER AFTER STANDARD SPECIFICATION SECTION 8-14.3(3j. American Property Development Inc. <br /> I PERIMETER &101NT5 �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 Beilevue,WA 98004 <br /> ' I WITH SIDEWALK AND SHALI BE ISOLATED FROM WITH SIDEWALK AND SHALL BE ISOLATED FROM <br /> ' ADJACENT SIDEWAIK BY A 3/8° FULL DEPTH LANDING ADJACENT SIDEWALK BY A 3/8" FULL DEPTH <br /> ; i EXPANSION JOINT. 4'X 4' MIN I z z EXPANSION 101NT. i <br /> z Z 1.75%SLOPE MAX � � fl� <br /> � o SMOOTH TROWELED 3. GUTTER SECTION AT CURB RAMP SHALL NOT BE ANY DIRECTION—�2'MIN 2'MIN �' z r' a <br /> , , Z g o 3. GUTTER SECTION AT CURB RAMP SHALL NOT BE <br /> L A N D I N G 4 X 4 M I N � PERIMETER&JOINTS 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 f E R � <br /> I g �� : POURED INTERGAL WITH ADJACENT GUl-f'ER <br /> i 1.75%SLOPE MAX �� , AFTER BROOM FINISH SECTIONS AND SHA�L BE ISOLATED BY A 3/8 FULL � � <br /> I ANY DIRECTION �/ DEPTH EXPANSION JOINT. 1 / �, <br /> SMOOTH TROWELED 2 SECTIONS AND SHALL BE ISOLATED BY A 3 8" FULL �o <br /> PERIMETER AFTER `'' SMOOTH TROWELED DEPTH EXPANSION JOINT. z <br /> �'' 4. CURB RAMP AND GUTTER SECTION AT CURB RAMP BROOM FINISH � � <br /> i `.' z PERIMETER AFTER 4. CURB RAMP AND GUTTER SECTION AT CURB RAMP /W� z <br /> .- MAY BE POURED AS AN INTERGAL SECTION. <br /> I � 1 � BROOM FINISH MAY BE POURED AS AN INTERGAL SECTION. �✓ N � � <br /> 5. TYPE A-1 INTEGRAL CURB AND GUTfER PER CITY 0 2 � a � . <br /> i SMOOTH TROWELED Z N • <br /> ' p STANDARD DRAWING 307. O � � � � �m � <br /> ' PERIMETER&JOINTS z 5 O S1 5 5. TYPE A-1 INTEGRAL CURB AND GUTTER PER CITY <br /> i N � 2 � ���s� � o ��- � � <br /> � AFTER BROOM FINISH � � �' m� � ��������� 4 STANDARD DRAWING 307. � � W " �o <br /> I �� S� 6 R O EMOVE E O XISTING SID WA K C RB AND GUTTER g �����g 9�� �� � � � J o LL� <br /> �a��� � � �������ae�m�. �n ��� � � o <br /> �� �� ��� �����o�o�� a�w� <br /> � ������g���� �����am��am � �� � e <br /> �, ��G °� ������� �������°°� O� SECTION ALONG NEW EXPANSION JOINT LOCATION. ����� �-i ° 8`°' 6. FOR RETROFIT INSTALLATION SAWCUT AND REMOVE � o z <br /> ����9�s���e������o�o o �. �e��.¢oae ` � , � Z N � Q <br /> I � � �s����� �e�eo�¢��o <br /> ��a��i�b.�e��J �������00� � W lO J <br /> ���a� �$��� ���a���m��� SAWCUT EXISTING PAVEMENT AS REQUIRED FOR EXISTING SIDEWALK CURB AND GUTTER SECTION � H �a � <br /> � � ������������������ma��� � <br /> II ���iaa��°����� ����0000°o°oo°� r "J �N V <br /> FORMING OF NEW CURB AND GUTTER. PATCH ALONG NEW EXPANSfON JOINT LOCATION. SAWCUT <br /> �I P A V E M E N T A S R E Q U I R E D. O E X I S TIN G P A VEMEN T A S REQUIRED FOR F ORMING � Z w m"' <br /> 5' MW � 4' MIN_�_5' MW � 6�MIN 6' M�N OF NEW CURB AND GUTTER. PATCH PAVEMENT AS W� <br /> ' 9% MAX � RAMP 9°10 MAX � 7. FLUSH WITH GUTTER (NO LIP PERMITTED) 3 9/a 4' M I N o r , n g"' <br /> MAX RAMP <br /> g/o MAX 3 REQUIRED. �� U a <br /> 2� � � o <br /> �I 5 O 3 O 7. FLUSH WITH GUTTER (NO LIP PERMITTED) J <br /> � <br /> A 8. A MIN OF 4'OF THE RAMP WIDTH MUST FALL � „ ; <br /> % 4 WITHIN THE CROSS WALK SERVED BY THE RAMP. 0° . ° <br /> i . <br /> � <br /> � 9. THICKEN EDGE TO FULL DEPTH OF ADJACENT CURB <br /> � PLAN SECTION. <br /> ; PLAN NOTE: CONTRACTOR SHALL FIELD VERIFY �ppy�q�T QC 2005, ALL RIdiTS RESERYED <br /> GRADES OF CONCRETE FORM TO CONFIRM <br /> I NOTE: CONTRACTOR SHALL FIELD A CONCRETELIANCE PRIOR TO POURING SUBMITTAL/REVISIONS <br /> 3 VERIFY GRADES OF CONCRTE FORM 3 � � DA7E o�PnoN ' <br /> � RAMP 6' MIN 4' MIN A �� TO CONFIRM ADA COMPLIANCE � CL <br /> o �B RAMP PRIOR TO POURING CONCRETE. � RAMP 6' MIN 4' MIN RAMP <br /> x TOP OF 1:13 SLOPE MAX LANDING i�� � x 1:13 SLOPE MAX LANDING � <br /> 3 PAVEMENT—� tD � O 3 O <br /> = 2� 1.75%MAX <br /> � � Z <br /> w , ` <br /> � � <br /> � a i � � 1 � MIN MAX `� ; 0° r , <br /> ° � ° i A 1-5 8" 2-3 8" � . . <br /> o ' � MIN MAX � � O w 7 � , B 5/8" 1-1 2" O . <br /> 0 5 � 2 A 1-5 8' 2-3 8" � a 2 1.75% , C 7 16" 3/4" <br /> ; <br /> � <br /> B 5 8" 1-1 2" ^'' C W �, —"' D I 7 8" 1-7 16" � � <br /> N � 4 C 7 16" 3 4" � � ____ � <br /> a <br /> N D 7 8" 1-7 16" � I ^ <br /> ° �--� ° I-�- I ° �..�{ � - � � � <br /> 1 <br /> Z - <br /> � ; 5 n 4 2 � " <br /> w� `" �1 M <br /> � �Cur�en�RevDale ��� O� .... ...--.._... <br /> om � 04f 26/2017 a �uffe�tReVOdte <br /> �� � r,r« o� r,r�E 04/26/2017 <br /> �� SECTION A-A DETECTABLE WARNING PATTERN ='""°""°°R"`"'"G"° w� SECTION A-A DETECTABLE WARNING PATTERN =�A�°AR°°�w'�G�° <br /> �a�i TYPE A CURB RAMP 31$ E�� <br /> TYPE B CURB RAMP 319 <br /> N <br /> y H a Y 1—Q � <br /> i ( I I I <br /> I', 0 NOTES <br /> I 2 3 <br /> , 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. ■ <br /> 1/2" R 1" R 1" R � 5 <br /> I'�I S�OpF = EXIST SIDEWALK 2. 3/8"WIDE FULL DEPTH EXPANSION JOINT. <br /> �� �/! <br /> qR�qB�F 6 � R\P��E . <br /> j — ! SLppEVP - � ' i ' ' W y W W 3. 3/8"WIDE FULL DEPTH EXPANSION JOINT IF <br /> NOTE 1 ABOVE IS 15' OR GREATER. <br /> 1 _ <br /> II �� � �---I ; '' I � � EXIST TYPE A W W W W y W W �' W y y W y W '9 � <br /> � ° CURB— � <br /> I _ a° a W W W y W W 4 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY � - <br /> I io � W y �, SHALL BE SURFACED WITH ASPHALT OR � ' <br /> � a � d� — a �, .,��, CONCRETE. n 1 <br /> - - - - 9� � V z <br /> PAVEMENT ° � e�c 5. THE DRIVEWAY RAMP tNCLUDING WING RAMPS M <br /> 1O a �O O SHALL BE CONCRETE COMMERCIAL MIX AS � <br /> .� Q .� <br /> I � 1�� CALLED OUT IN WSDOT STANDARD � <br /> �, d 4 4 � \�� ���A \ 2 SPECIFICATIONS,A MIN OF 6"THICK AND PIACED <br /> ° � � / �/ ON A MINIMUM QF 2" CRUSHED SURFACING � <br /> �a � O W W y W y W � W W W W BASE COURSE COMPACTED TO 95%MAXIMUM � z 5 <br /> ; a <br /> 5 <br /> ° � sa'' �� \ � y y � � �. DENSITY. O <br /> � a � W W W W � � � � <br /> � 8" I 6" � W W W � 6. MAINTAIN 1/2° LIP AT GUTTER. (� <br /> � W <br /> ,, r� �,, � � �. W .� .� � � � z <br /> � <br /> � � W W W <br /> '� q � " / `1,.,� " � "� � NC3TE: CONTRACTOR SHALL FIELD Q n � � <br /> O / e �� "9� W VERIFY GRADES OF CONCRTE FORM �•'�' <br /> � � TO CONFIRM ADA COMPLIANCE � � Q <br /> 6 ��\ PRIOR TO POURING CONCRETE. � <br /> TYPE E-1 CURB TYPE E-2 CURB � � �� O � <br /> � w W <br /> o s6^. � � <br /> = I / / F M LL � <br /> o �, �� �/ EXIST MONOLITHIC U W W <br /> � � CURB AND SW O W <br /> o PAVEMENT a <br /> o i <br /> a <br /> v <br /> , <br /> � � � �, 5' MIN j ;'� P�� �P������ . . � <br /> . <br /> � o � o <br /> �' � ' ; ° <br /> � � �� - z <br /> p � I � EXIST 6 0 4 ' P �LIC SERVYCES DATE � <br /> ? 3 3 PAVEMENT � 1.75/0 � <br /> � � ? � � ----- � DRAIPlAGE EROSION PU�LI�WIJROCS �7 <br /> � a a , DEP�RT1►�'EIVT L y . <br /> � o o � WRTEe'Z <br /> � o o --------------'�-----__ —� � > <br /> A 7USLIC WQfiKS P�RPIIT FS <br /> w o o \' 1 SEv3dR REQUIRED PRIOR Tn STARTaNG / �/1 <br /> � AlIY CONSfRUCTIOCd OM Ttl�S CI \�J <br /> Q � � PROIEGT. APPROVA:. FOR YNLS ` <br /> = a � VRO)ECT IS CONDETEOW�.L PER � � <br /> % � � TRAFF CURRENT CTTY SiA1VGARDS AND � <br /> � Z Z i EX�36LES UNt.E;5 Q <br /> �''� o o � � PcRF1I't FOR CONSYRUCTION HAS " <br /> � � <br /> �a y C GI��ER �EEtd ISStJED. <br /> � N Z z <br /> � SECTION A-A Q W <br /> a �� C�rrent Nev Dare I O� furrent Pev Date� <br /> U <br /> o� -- 04/26j2017 a m 4/26/2017 <br /> R� �-+ ririE <br /> J w o srnNonao oRnwinc No. a o srnNonao oenw�r�c r+o. <br /> u . <br /> rrtie <br /> � �� I TYPES E-1 E-2 E-3 & E-4 �� CEM ENT CONCRETE I w <br /> � v a�I i CEMENT CONCRETE CURB&GUTTER 309 a a a DRIVEWAY RAM P TYPE - 1 315 '-- <br /> z �-- , _ � 5 <br /> w <br /> W <br /> � <br /> Q <br /> C Z <br /> L Q <br /> � � �c � � � <br /> .�o S D.Jq , <br /> L <br /> � a ���oF WAsh� �,s ow►rM er ' . � <br /> � a ��' ��,, SAMI ORDONEZ 10 OF 32 <br /> E � �P � <br /> aw � � <br /> � Q � SHEET TITLE <br /> � � �' � <br /> � � <br /> % T ,p� 4 668 �p ,�� <br /> o � �s GI STE� � H C-03 <br /> N � SI�NAL �� <br /> 0 <br /> � a 12/19/2017 <br /> U/ <br /> N <br /> O Z <br />