3214 BROADWAY 2017 BROADWAY KINECT APARTMENTS Plans 2022-11-23 (4)

- - - - - -�=^, I�I ;I,: i __ - . . . . - � -� ��'.�d 1 . . , ,��''��o�� NOTES NOTES 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND 1. ALL MATERIAL DEPTHS ARE COMPACTED DEPTHS. � ;' SECURELY STAKED. 2. IN WIDENING AREAS,THE EXISTING PAVEMENT American Property Development,Inc. � 110 110th Avenue NE suite 550 2. DUMMY 101NTS SHALL BE PLACED ON 15-FOOT R/W 60 MIN R/W EDGE SHALL BE SAW-CUT TO LEAVE A 101N POINT. Bellevue,WA 98004 ' CENTERS. DUMMY JOINTS SHALL BE 3/8"x 1-1j2". o o ANY TRAFFIC STRIPING REMOVED QR DAMAGED 2� PAVEMENT 2�0 DURING WIDENING WORK SHALL BE REPLACED IN � 3. THRU 101NTS SHALL BE PLACED ADIACENT TO CATCH C/L KIND OR AS DIRECTED BY THE CITY ENGINEER. BASINS, INLETS AND AT POINTS OF TANGENCY ON 1' MIN O O 1' MIN STREETS,ALLEY AND DRIVEWAY RETURNS. 6' MIN 3' MIN 6' MIN 3. COMPACTION TESTS ON SUBGRADE AND TOP OF MAXIMUM SPACING SNALL BE 30 FEET. PRE-MOLDED 2:1 MAX FILL ROCK WILL BE REQUIRED.THE NUMBER OF TESTS � • JOINT FIILER SHALL BE 3/8"WIDE AND CONFORM TO (IF USED) B SHALL BE AT THE DISCRETION OF THE CITY � ` AASHTO DESIGN M213. B INSPECTOR.ALL TESTING SHALL BE THROUGH A � �� ' ° d- ° � LICENSED TESTING LABORATORY. THE MINIMUM o 55 4. ALL JOINTS SHALL BE CLEAN AND EDGED. COMPACTION SHALL BE 95%OF MAXIMUM DENSITY �J,� � 1/2" RADIUS 1" RADIUS Q _ a ON BOTH SUBGRADE AND TOP OF ROCK. U N =o ' S. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED - � W a � OUT IN WSDOT STANDARD SPECIFfCATIONS. 2:1 MAX CUT 4. A D J U S T M E N T O F C A T C H B A S I N L I D S O R G R A T E S, Z V �N 2% � � \ MIN 2" CRUSHED MONUMENTS CASES VALVE BOXES ETC SHALL BE Q � W M� 3" H M A C L 1/2° S U R F A C I N G B A S E C O U R S E � � � a 6. S T E E L F O R M S M U S T B E U S E D O N T A N G E N T PG 64-22 T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R O R � N �� ° Q SECTIONS. WOOD FORMS MAY BE USED ON CURVED MIN 2" CRUSHED DEVELOPER. � � --� t 9 o LL z a =-- 1" RADIUS S E C T I O N S. S U R F A C W G B A S E C O U R S E �� 4" C O M P A C T E D D E P T H H M A C L 1/2° r�,�, J � ��a � 4 ATB PG 64-22, 2 LIFTS REQUIRED 5. ROADWAY SECTION MAY BE PROPOSED WITH a J ��,Q M A T C H A D J A C E N T 2 L I F T S R E Q U I R E D < ° �,a � PAVEMENT GRADES 7. FINISH SHALL BE LIGHT BROOM FINISH. SUBMISSION OF SUBSTANTIATING ENGINEERING � � � ___ ____.� Q 6° CRUSHED SURFACING DATA, CALIFORNIA BEARWG RATiO(CBR), ETC.TO � Z z o N rn v - � ° 4 a 8. T N E F I N I S H E D C U R B S H A L L B E S P R A Y E D W I T H A 5° CRUSHED SURFACING B A S E C O U R S E S U P P O R T T H E A D J U S T M E N T.T H E P R O P O S A L M U S T r � 0 z m ` , �' a _ ° a TRANSPARENT CURING COMPOUND AND COVERED BASE COURSE BE APPROVED BY THE CITY ENGINEER. FOR DESIGN �+ � z� D/W CUT a � ° a a � BY WATERPROOF PAPER OR PLASTIC MEMBRANE W 6" GRAVEL BORROW PURPOSES,THE MINIMUM THICKNESS OF HMA CL � o . �'' a ° ° a � a . _ THE EVENT OF RAIN OR OTHER UN5UITABLE 1/2", PG 64-22 SHALL BE 3" COMPACTED DEPTH. Q 6.5" ° �1 ° `-' WEATHER. CURING TIME SHALL BE A MINIMUM OF COMPACTION SHALL BE AN AVERAGE OF 91%OF o QQ a a Q 72 HOURS. RICE DENSITY. � . Qa 0 0 0 0 0 0 0 0°0°0°0° 0 o a o o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o°o°o°ooQ0000000000000000000 0 0 0 0 0 0 0 o OF 2" OF CRUSHED SURFACING TOP COURSE. 0 0 0 0 SEE NOTE 9 coPntu�r Oc 2005, ALL RIGHTS RESERVED ALTERNATE ROADWAY SECTION STANDARD ROADWAY SECTION Zq° SUBMITTAL/REVISIONS ` (A� PAVEMENT WIDTH � CONCRETE CURB AND GUTTER A � DATE DESCRIP110N � � � COLLECTOR ARTERIAL= 18' TYPE A-1 SEE STANDARD 1 2�20�1 BID SET 0 o MINOR ARTERIAL = 22' DRAWING 307 � � PRINCIPAL ARTERIAL = 24'+ OC CEMENT CONCRETE SIDEWALK 0 o SEE STANDARD DRAWING 312 = TYPICAL SECTION z � � � z Z . � � 0 0 > > 0 0 � o V V a i N K K F- N Z . . . . . Z . . . . O . � . � � . � . O V V o�v � � . . o'� . . � � � � . . . � � �. � N � p� . � � . CurrentNev� � �� . . � � � . . Curren[FevDare � � . o� �4/26/2017 0� / / y�j O � � STANOqRODMW�NGNo. O � STPN�APO�MWINGNo. � e-i TITLE U N TIiIE w^ W^ 04 26 2017 0o TYPE A-1 0o ARTERIAL TYPICAL -%� CEMENT CONCRETE CURB&GUTTER 307 q a� ROADWAY SECTI ON 301 ��o � . . � � =�-a . . . . . . I . . . . . . . NOTES NOTES 1. "V" GROOVES SHALL BE SPACED TO CORRESPOND 1. SIDEWALKS SHALL BE A MINIMUM OF 4"THICK,AND ■ � TO THE MARKINGS IN EXISTING SlDEWALKS, OR AS 3J8" FULI DEPTH EXPANSION SHALL BE COMMERCIAI MIX CONCRETE AS CALLED � , DIRECTED BY THE ENGINEER. OUT IN WSDOT STD SPECS,WITH AIR ENTRAINMENT , 101NT 30' MAX INTERVAL MATCH o 0 2. ALL UTILITY POLES, METER BOXES AND OTHER , CURB FULL DEPTH JOINTS (MIN 4.5 /o, MAX 6.5 /o). r� 2. SIDEWALK FULL DEPTH EXPANSION 101NTS SHALL v ' B B OBSTRUCTIONS SHALL HAVE FULL DEPTH 3/8° V-GROVE CONTROL JOINT 1/4" DEEP ^ EXPANSION JOINT MATERIAL PLACED AROUND 5' INTERVALS BETWEEN FULL AND 1/2 FULL DEPTH EXPANSION GENERALLY BE PLACED TO MATCH THOSE IN u THEM. HALF DEPTH EXPANSION JOINTS TYP JOINT 30' MAX INTERVAL ADJACENT CURB&GUTTER(WITHOUT PLANTER ��1 . STRIP). MAXIMUM SPACING OF 30 FEET, FINAL � V J A PT A PT SPACWG DETERMINATION SHALL BE DECIDED BY THE � 3. ALL SIDEWAIK EDGES SHALL HAVE 1/2" RADIUS. V-GROVE CONTROL INSPECTOR IN THE FIELD. N 3/8" HALF DEPTH JOINT 1/4" DEEP 5' _A � 4. MINIMUM WIDTH OF SIDEWALK IS 5' (NOT EXPANSION JOINT INTERVALS BETWEEN FULL 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN (T� INCLUDING THE WIDTH OF THE CURB}. \ 15' INTERVALS BETWEEN AND HALF DEPTH EXPANSION 95%OF MAXIMUM DENSITY. � C 30' FULL DEPTH 101NT 101NTS TYP 4. SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS O� 5. THICKENED EDGES ARE REQUIRED FOR SIDEWALKS 3/8" HALF DEPTH AND BEHIND ROLL-CURB(STANDARD DRAWWG 308j. � AT CORNERS, BUT NOT ON TANGENT SECTIONS. - Z ALL CURB RAMPS SHALL HAVE A THICKENED EDGE � \�W � EXPANSION JOINT 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A ` � TO THE DEPTH OF THE ADJACENT CURB INCLUDWG \� A�� 15' INTERVALS BETWEEN TRANSPARENT CURWG COMPOUND COVERED BY � � � CURB RAMPS BUILT ON TANGENT SECTIONS OF COLD JOINT \� s \� '\J.T� 30' FULL DEPTH JOINTS WATERPROOF PAPER OR PLASTIC SHEETING IN THE Q � �"�" SIDEWALK. MONOLITHICCURB AND SIDEWALK ��'.o� \ �'%� EVENT OF RAIN OR OTHER INCLEMENT WEATHER. C� CONFORMWG TO STD DWG 312 DO NOT REQUIRE �� \ CUR�NG TIME SHALL BE FOR A MINIMUM OF 72 � � z ADDITIONALTHICKENED EDGE. � HOURS. C s �- �� \�\� \ � y � W � W T�-� 6. ALL 101NTS SHALL BE CLEANED AND EDGED WITH AN � � 6. FOR CURB RAMP DETAILS SEE STANDARD �� \�. Y ,� EDGER HAVING A 3/8" RADIUS AFTER FINAL BROOM � Q PC PC DRAWINGS 318, 319 AND 320. �i, Q � . �. ��' FINISH ISCOMPLETED. � . �� O TYPE A-1 •'='�% 7. SIDEWALKS ARE 8' MIN WIDE, SEE HG01 � o CURB &CUTTER � � I- ` . N W � TYPE A CU RB & SW 8. CURB REVEAL MUST MATCH EXISTING TOP OF CURB � � � = FOR REPLACEMENT PROIECTS.THIS MEANS THAT THE V W ` , o � FULL CURB IS PLACED IN AS SHOWN IN THE TYPICAL � � � SECTION BUT THE ASPHALT STREET WILL COVER FACE O W Q OF CURB SO LESS THAN 6" MAYBE REVEALED. � 0 a � COLD101NT � � � � TYPE ��A�� o � COLD JOINT THICKENED EDGE � 5' MIN 0 z � 1.75%MAX � o COLD JOINT S E NOTE 7 o Y CEMENT GONCRETE ~ ° 1.75%MAX � � �-p � 1.75%MAX SIDEWALK � 3 � 1.75%MAX Z �-. � ,; • - Z PAVEMEN � °- H A R ♦ ^ � _ T � ° l.J . o � r � k � / 4 �• �� - 7 D JI � a ` i ° .� � ��\� 2° CRUSHED SURFACING BASE ' ' � - ° � o = - 18 TYPE A-1 j o � o CURB&CUTTER �� ` COURSE,COMPACTED 70 95/0 � ¢ � - TIO B-B E TI -C � SEE STANDARD � � N SECTION A A SEC N S C ON C N MAX DENSITY DRAWING 307 � -' � N N MONOLITHIC CURB & SIDEWALK SECTION Q . W Z Z 0 � � � � � � � Q o� � � � . . . . . . . � . � � � a�re�eee•�o��e � � � . Q Curzer.t flev Date � o� / / 04/26/2017 Q � � � � � SiAY0nA0OMWING No. � Q N o r�r�E 04 26 2017 o r�r�E � cQ� CEMENT CONCRETE SIDEWALK 313 EQ CEMENT CONCRETE CURB & 312 � _-� AT CORNERS - SIDEWALK DETAILS � � _�� `~ � Z w . � w � � ¢ .� Z .� � � _ � �i i �o SS D.)qR � F � = Q �o�' � WAsyI��,,s SAMI ORDONEZ 9 OF 32 c� � o �� y SHEET TITLE � Q -v x N t� . . . p t <Ll . . p ,P 43668 p � H C 02 � � � / � FGISTER� � � � ' SSI�N A� �� N� 3/23/2018 � o! � Z