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. � <br /> ,�—- -- -------- � <br /> - -.--- -- - -- � I .,�,x <br /> --� �,rr� <br /> � 2 1/4°oo sQ � NOTES <br /> 'I� N OTES � <br /> 3/8 STAINLESS STEEL � i <br /> I 1. CUT OR SAWED JOINTS SHALL BE PLACED NOT TO I 2� MOUNTING CARRIAGE BOLTS. 2� � 1. STANDARD STOP SIGNS SHALL BE 30"X30" PER MUTCD <br /> ��� EXCEED 15' ON CENTER.THRU JOINTS SHALL BE ; M�N SEE STANDARD DRAWING 717 MIN , � � � #R1-1 UNLESS OTHERWISE APPROVED OR DIRECTED BY <br /> ' 10 PLACED ONLY AT POINTS OF TANGENCY ON � (TWO PER SIGN MIN) I"�---�-�`l CITY OF EVERETT TRAFFIC ENGINEER. American Property Development,Inc. w <br /> ; 110 110th Avenue NE suite 550 <br /> ! STREET ALLEY AND DRNEWAY RETURNS AND � ' � <br /> �' WHERE THRU JOWTS OCCUR IN THE PAVEMENT � � I I � I Bellevue,WA 98004 <br /> � f- O 2. STREET NAME SIGNS SHALL BE INSTALLED AT TOP OF <br /> j 2-1/2" 5" 2-1/2" SLAB. � <br /> f <br /> � � � �-+ o i I Q I POST.SEE STANDARD DRAWING 715. <br /> I � 2. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED I I I i I `_" O I 3. ALL NEW SIGN INSTALLATIONS SHALL USE 2" SQUARE , <br /> i1" RADIUS, � OUT IN WSDOT STANDARD SPECIFICATIONS. �I o i I \ I 1/8 TUBE POSTS. i ' , <br /> T Y P I C A L, 2 P L A C E S ° � o Q ¢ 1D � O1 � <br /> � ^ 3. CONCRETE CURBS WILL BE ANCHORED TO THE � o � � � � —�- WALL 4. ANCHOR MUST NOT PROTRUDE MORE THAN 4"ABOVE � <br /> � I � E X I S T I N G P AV E ME NT BY USING AN ADHESIVE.THE o a a � THICKNESS THE NUT. rn <br /> i PAVEMENT � � ; ADHESIVE SHALL MEET THE REQUIREMENTS OF ?� ° � � ° � � o <br /> o I— � z <br /> n a a 1-1/2" R � SECTION 9-26.1 OF THE WSDOT/APWA STANDARD �i � `� � I ( - 7/16" DIA S. ANCHORS PLATES SHALL ONLY BE USED WHERE SHOWN % W � <br /> � AS SPECIFIED SPECIFICATIONS FOR TYPE II EPDXY BONDING 1D � � i ' _ i IN THE PLANS OR APPROVED BY THE CITY ENGINEER. U N =o <br /> ,,, y .:';: .. ' ,. ' - � AGENT. 0 3/8" � 3/4" DIA `�-+° i W a� <br /> ...... , <br /> , <br /> . .. .. .. . _. .. �i 6 TH "RU UM" � <br /> I "" . • � � __ _ i � m , . S T E E L B A S E P L A T E M U S T B E P R I M E D W I S T O L E � V 3 N <br /> � � �m� , <br /> , ADHESIVE a a OR APPROVED EQUIVALENT AND PAINTED WITH TWO � Q �o 0 <br /> I � � <br /> , . ..., , . a a <br /> �I � __ � � d � � � C O A T S O F A L U M I N U M H�T D I P P E D G A L V A N I Z E D O R � � � N g m W <br /> ! I � � � „ , � POWDER COATED TO PREVENT RUSTING,ALL SURFACES. ����, � Z o�Q <br /> I i 1-1/8 <br /> � � 7. All NEW SIGN INSTALLATIONS SHALL USE 2" SQUARE , ' � � �� Q <br /> I EXTRUDED CEMENT CONCRETE CURB SECTION I s�� sq � I , � � � , -, <br /> , i i - - - ! TUBE POSTS. � � w m v� " <br /> ' i � TYPICAL SIGN INSTALLATION HEIGHTS STEEL BASE PLATE SECTION 8. ALLSIGN INSTALLATIONS IN THE PUBLIC RIGHT-OF-WAY �( � o Z° <br /> � S H A L L C O M P L Y W I T H M A N U A L O N U N I F O R M T R A F F I C �+ g� <br /> � CONTROL DEVICES REQUIREMENTS IN EFFECT ON THE � o <br /> DATE OF INSTALLATION. Q <br /> � � <br /> � o <br /> S/16" CORNER ; <br /> ' o ALUMINUM JUMBO <br /> ' x ALUMINUM JUMBO HAMMER gOLT FOR 2" <br /> �� HAMMER RIVET WITH 1" DIA. � <br /> �i � o RIVET WITH 1 DIA. HEAD WITH pERFORATED SQUARE TUBE ' ' S <br /> � HEAD WITH NO WASHER <br /> I � � NO WASHER i O ii <br /> � 15' MAX SPACING z � 5/16" NON-SHRINK GROUT � ; � ; <br /> ALUMINUM 1UM60 HAMMER <br /> � CORNER BOLT FOR 2 \ \ ' � ' COP�'RIGHr QC 2005, ALL RIGHTS RESERVED <br /> I o RIVET WITH 1" DIA. HEAD WITH SEE NOTE 5 � i <br /> in ; PERFORATED SQUARE TUBE NO WASHER - -- \ i i <br /> �� & HEAVY HEX JAM NUT i � � SUBMITTAL/REVISIONS . � <br /> 0 3 � i i � i DATE DESCRIPTION � • <br /> � � ��� � j�����` COMMERCIAL 1 2 20 1 BID SET <br /> o � _ // � �// /� � STAINLESS LEVELING � � <br /> % , ` . � a ��� I ` I � ��j/\ CONCRETE �i il WASHERS AS REQUIRED a ` ��I I�� ; <br /> o `�. � �: .�.... .. Y � �� � � � � / �i ii' ' � � � ' � � . � <br /> 3 , :. 3 i _ � ` j//� �i � i �� �� I � i u � <br /> _' SAWCUT JOINT z � N a o a I �-�` I a ��/j 1/2"DIA x 3-3/4" MIN �;� � SEE NOTE 5 1/2 DIA x 3-3/4 MIN i ;�I,' �. <br /> Z � I m �� a �� � � STAINLESS STEEL ° � <br /> SEE SECTION— CEMENT CONCRETE CURB Z p � I I ��/� STAWLESS STEEL ii � � <br /> � i � I � � � � L� � !" �� i WEDGE ANCHOR <br /> g o ; _ m � WEDGE ANCHOR li � i ( <br /> w � i � o a � � � a a —� ; o ; TYPICAL SLOPED SURFACE � <br /> o � � I � ° ° � �-� � Q � � ANCHOR PLATE INSTALLATION <br /> � � z � � �� , a � o � <br /> v I ' � Q -- <br /> � � N a :�� �� '.:I I I -- — <br /> N ' JOINT SPACING � ' <:� I . <br /> 0 o n %i�%/��%/��%i�i\��i\�i����/ � LJ I Y � �1 <br /> � � �//�/i '' � • - :�.�: <br /> � �a , ` , <br /> � �� 12"TYPICAL . . � . . � , • <br /> City Engineer Sc[t on Manager CkD Manager Drawn 8y C�rrent Rev Date O ti <br /> �< / / p . . Cu.rent Rev Dale � <br /> o� rr R�ANsass TOMHOOD PAULWIIHELM WRB 04 26 2017 0� TYPICAL SQUARE POST TYPICAL LEVEL SURFACE Irr�E / 1 <br /> � STANDAPpDftPWIN6No. N N O�A��AN��O�� <br /> os ' EXTRUDED CEMENT ao INSTALLATION SECTION ANCHOR PLATE INSTALLATION TRAFFIC SIGN POST <br /> Eg�� 311 qQo � INSTALLATION 716 i <br /> _�a __ _ _ C�NCRETE SECTIONS _1 d�a _ IN PUBLIC RIGHT-OF-WAY � j <br /> � — <br /> . <br /> � ; : . <br /> � <br /> � <br /> z � <br /> N ~ ' <br /> M Z <br /> � W <br /> � . <br /> �-- �— z � � <br /> Q � o <br /> � <br /> Q z <br /> � a— czn <br /> Q � � <br /> � � � <br /> o � �/ F- <br /> o F W „ , <br /> � M � <br /> � , . <br /> o � W W . <br /> � U \ <br /> 0 <br /> r� � / <br /> �° O W <br /> � <br /> � � <br /> � a <br /> 0 <br /> Q <br /> U <br /> / <br /> � <br /> Z <br /> W <br /> � 9 <br /> � <br /> U <br /> O <br /> � <br /> Z <br /> O <br /> � ♦^ <br /> U v� <br /> _ <br /> � �' <br /> Z , <br /> � � . <br /> U <br /> � �O <br /> W �N <br /> Q QS <br /> / <br /> H <br /> W ��w <br /> > � Y <br /> F- � <br /> Q <br /> U <br /> � <br /> a Q� <br /> o � <br /> � <br /> � <br /> � O <br /> � . <br /> z � <br /> w <br /> � <br /> w <br /> c� <br /> � a <br /> z <br /> � a <br /> � � <br /> y � � � � <br /> '�� 55 D.J q R G <br /> � � CALL BEFORE YOU DIG: ��� °� WASyj2�s �"�'� ` <br /> � Q .� � <br /> � � SAMI ORDONEZ 26 OF 32 <br /> � o <br /> �� THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR �' 2 <br /> "� Q � SHEET TITLE <br /> � THE LOCATION AND PROTECTION OF ALL EXISTING �° � <br /> � � UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY o � �v <br /> o� LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE FS RFGISTER�� �,ti= DT�O I � � <br /> N w UNDERGROUND LOCATE LINE 811 OR 1-800-424-5555 SjoNa� �� � <br /> �� A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 3/23/2018 <br /> o� <br /> � Z <br />