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� ' <br /> > <br /> Q <br /> 1 <br /> SUBSTATION 1 AW UT LINE 19 2 3 4 5 6 KEY NOTES� � <br /> EASEMENT 6 ,��,� �O S �� �o�� � SUBSTATION EASEMENT � <br /> �� '� `L � O1 NEAT LINE SAWCUT. HEAT AND TACK EXISTING � <br /> `,���2� � �� �'�°`� `�` PAVEMENT EDGE WITH SEALER CSS-1. SEAL W <br /> AND SAND JOINT. THE DRIVEWAY SHALL BE <br /> GRADED TO MATCH EXISTING EDGE OF ASPHALT. <br /> — - - - - - - - - - - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> �, ,�pG � i , pDr -�.�, �,,,,,r-�' � i �� �0�, Q2 EXTRUDED CEMENT CONCRETE CURBING SHALL <br /> � O 6 � `'� 1�' s,i •� BE PLACED ON TOP OF PAVEMENT. <br /> CB3 �6?c B ��' � �. � \ i 9 B EXTRUDED CEMENT EDGE OF <br /> i CONCRETE CURB AS ASPHALT �B2 O EXTRUDED CURB SHALL BE BONDED TO THE <br /> � _ � 1q��9 , N 368 SHOWN IN SECTION B PAVEMENT WITH TACK COAT OR SLURRY <br /> 18.6' g�`� °'� �� �� F 13p23S4.29 MIXTURE ADHESIVE. <br /> �� „�O�'� 9 43 5 �4 JOINTS IN EXTRUDED CEMENT CONCRETE CURB o <br /> �`� �`1• 60 r,,� SHALL BE CUT VERTICALLY AT 10 FOOT <br /> � �"� � p�'1 • .yQ� N INTERVALS TO A MINIMUM DEPTH OF 5 INCHES. � <br /> �, = �6$���p• SAWED CUTS SHALL BE �/s INCH MINIMUM WIDTH. � <br /> � \ W <br /> ��. � ���� V4 O5 CEMENT CONCRETE CURBS SHALL BE ANCHORED � <br /> ��$ ��� ` � �, TO THE EXISTING PAVEMENT BY PLACING STEEL <br /> V3 � 5 � � REINFORCING BARS 1 FOOT ON EACH SIDE OF <br /> i � <br /> EVERY JOINT. <br /> 2 3 � U6 EXTRUDED CURB ENDS SHALL BE TAPERED. <br /> � <br /> ��� i <br /> ��6 LEGEND� <br /> 3 �- DIRECTION OF FLOW m <br /> � �h�, �SS � TIMBER CURBING PER DETAIL 2 Q <br /> 1� NEW ASPHALT c� <br /> oz <br /> Zo <br /> 0 0 � <br /> � <br /> , '` � _ _ ' > <br /> ' � 4 5 -� � � � <br /> � , <br /> ` / � Y Y = <br /> 7S 1S M V 5 � � <br /> 6 N U U � <br /> � � � w <br /> V2 �6Q �h� ,SO I � , <br /> � I � � <br /> A �`• I Z Z <br /> I <br /> � IRRIGATION - ----- � TYP 2 � � ''� <br /> � PIPE SLEEVE F'�'3 � � o 0 <br /> � � <br /> 7.9 -- ---------------------- ---- ----------- - - �`��68R c� <br /> -- ----------------------=---------------- - - 2� �s 3 3 <br /> � T �y"� � s � w w <br /> 2 TYP 6�� �6, O� ,��. �� 8 �a, �C� > > o 0 <br /> �6.33 /� ' •S 6' •s r � � 3 � <br /> f <br /> �� �,� �6 o NORTH � � � W . <br /> � <br /> G ,�ro• .�ro• ��+ i I c� c� w � <br /> �� 4j I� M M � . <br /> '��� W I� W i� � <br /> � <br /> � � <br /> ao ao o - <br /> � <br /> w� w� o <br /> cn� cn� w <br /> .., �. � <br /> 15.48' wo wo � <br /> p �3 �3 � <br /> C9 ( � � Nm <br /> °° � W <br /> � � � � <br /> 2�_0�� M� -�-- � � o <br /> TRACER WIRE OR � m ¢ Z <br /> D R I V E W A Y P A V I N G A N D F R 0 N T A G E P L A N PAVED SURFACE DETECTOR TAPE (BLUE) <br /> ��� = 5� SUBGRADE <br /> Y S. �, <br /> o �� 6" DIA SCH 80 PVC PIPE �,�'oF w�t� O <br /> i <br /> N SLEEVE. EXTEND SLEEVE �'� `�' ;=�-� �� '�� <br /> 12-INCHES MIN BEYOND ,� � .r � � � <br /> EDGE OF PAVED SURFACE � <br /> � � AND CURB UNLESS OTHERWISE � <br /> NOTED. <� <br /> '' 41355 '�' ` <br /> , � ,,. CSBC BACKFILL �,�FGISTEg��� <br /> � Z � �I I—I I I- S,Sj�NAL E�� I <br /> � �l� <br /> i tit <br /> SNOHOMISH COUNTY <br /> IRRIGATION o <br /> � D TA 1 D <br /> PIPE SLEEVE E IL <br /> � NTS PUBLIC UTILITY DISTRICT NO 1 <br /> _ <br /> z z Q ORDER 100010713 <br /> O J <br /> �, F-- � <br /> a W ~ � 4" x 6" TREATED TIMBER. STAKE IN OPERATION <br /> ~ � v W PLACE WITH �/2" x 2'-0" REBAR AT SCALE NOTED <br /> m N � 0 4" FROM EACH END OF EACH SECTION <br /> � a Q W AND AT 4' MAX SPACING. JOIN TIMBERS <br /> TYPE 6 CEMENT CONCRETE CLASS �/2-INCH HMA PAVEMENT. � W � v WITH 6" LAP JOINT. <br /> CURB STATE STD PLAN F-10.42-00 4" MIN COMPACTED THICKNESS 2�/2"R (TYP 2 PLACES> 10" 6" 1" MIN, SEE PLANTING N � DFTR ZTW <br /> (2 LIFTS). �� '� DETAILS S-119-L7, �-- <br /> 1 R (TYP 2 PLACES> 2��2�� 5�� 2��2�� 1 MIN, SEE PLANTING CHKR KG <br /> 6" DETAILS S-119-L7, NOTE 2 NOTE 2 <br /> CSBC 6" � 6�� LANDSCAPING CLASS �/2-INCH HMA FINISHED GRADE yv - v�° - v � v �- °"� �� V � � "` . <br /> 00 �'J"oo V"Qo C�"Qog "�'oo o�C7�' C7'oo C�'a, a 3 V 1 �:��t"{�:. 3 <br /> THICKNESS FINISHED GRADE PAVEMENT. 4" MIN o �� �°o��°d�ad"����0°a�a�°� ad �a��ac ��"�� " r <br /> F1�1Fn F�R PE ENGR JSC <br /> COMPACTED THICKNESS FINISHED GRADE '��d��'�°�°��'`'°�°��"`��°��"��°a�"�°�° c-,ro� ac-�ro�� �. <br /> t2 LIFTS). ' �—i I i� I 1- � <br /> IT=��� � � � I I I—)I I= cfl - � . . . - . . , <br /> N APVD JHD <br /> 4" CSBC BASE CALL 48 HOURS <br /> 4 SUBSTATION BEFORE YOU DIG DATE 9/17/18 <br /> �� <br /> ROCK 1-800-424-5555 <br /> -���—���_I I I �—��1=�I 1= �—i�1=I- # �� �' <br /> _I I — 3 BAR TYP IN� WEED CONTROL � <br /> �� FABRIC 12 6 0 1 U <br /> � <br /> COMPACTED SUBGRADE THC KNESS SUBGRADE �" = 1'-0" SCALE IN FEET PORT GARDNER � <br /> SUBSTATION � <br /> w <br /> � <br /> DRIVEWAY PAVING M <br /> TYPICAL ASPHALT DRIVEWAY SECTION A EXTRUDED CEMENT CONCRETE CURB SECTION B TIMBER CURB DETAIL 2 5 2.5 0 5 AND FRONTAGE PLAN o <br /> o _ <br /> 3�4�� _ 1�_��� 3/a" = 1'-0" 1�� _ ��_0�� ��� = 5' SCALE IN FEET �N <br /> 3N <br /> i <br /> rn� <br /> ii <br /> 12 6 0 1 2 3 REV DRAWING mo <br /> 3/4" = 1'-0" SCALE IN FEET n <br /> C S-119—C7 WQ <br /> �o <br />