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NORTH �/� g <br /> lp1 N <br /> M <br /> � O <br /> � SCALE g o <br /> � 1" = 1 O'-O" Y � <br /> NEW 4" PVC DRAIN LINE TO = � <br /> BACK OF EXIS7ING ROCKERY 3 3 <br /> NEW POLYDRAIN CHANNELS DISMANTLE Ex15TING S�Eo�iEET o � . <br /> NEW 2" PVC ROCKERY WALL � 4 Y <br /> EXISTING` ROCKERY ROCKS MAY BE UTILIZED <br /> D R A I N L W E T O P I A C E 2" O f C R U S H E D � <br /> FOR NEW WALLS B <br /> EX STING� NEW CONCRETE '�SURFACING TOP COURSE �� <br /> & 4" CONCRETE SIDEWALK . CUT EXIST�NG J cs , � <br /> R O C K E R� Q(� P L A N T E R ON��EXISTING GRADE � . RAILING AT FOOTING �� � ' <br /> `. <br /> � _, - -'---R.,,, EXISTiNG PLAZA \, ' - \ REINSTALL WITH GALVANIZED ^ <br /> �` y NEW 4" �"� LANDSCAPE ROCKS NEW CONCRETE CURB SiEEL SLEEVES�',, � <br /> PVC�' `^ 6 PLACES NEW�, 4" PVC DRAIN 4� WIDE� ��. TOP RAIL 42" MINIMUM �� <br /> �'� IRRIGATIO ,�'' LINEITO BACK OF FORM LINER , NEW 4'� PVC bRAIN ABOVE NEW ` <br /> � S�Jo f SLEEVE �` .�4� WIDE EXISTING ROCKERY TREATMENT �� LINE TO BACK'�OF 51DEWAlK GRADE'�. BID ALTcRNATE a2 rT, <br /> FORM LINER EXISTING ROCK�RY NEW 6' SURFACE <br /> S�OpG �� iTREATMENT j 4' WIDE MOUNT BENCH w <br /> � FORM LINER �'�. INSTALL WITH, � <br /> =v / � �� � p -�'"��m„� LANDSCAPE !j TREATMENT \ TAMPER RESISTANT' <br /> FASTENERS '�. r 1 <br /> t �y, � r 5°lo slope ROCK I �� �. � � <br /> �� 5°lo slope� ''� eio n�rERHnrE q2 ' �� Q � <br /> �� NEW SURFACE � �/ <br /> I -���I �, MOUNT ADA �,PICNIC �� I � � ��" w � <br /> i ,' ' � �� �; `� rne�E wiTH , � � ;;,\ 2% slope - \ W <br /> J1 . EXCAVATE LOCALLY �' CHECKERBOARD � \ � � <br /> �TO i MATCH EXISTING �� INSTALI WITH � � EW 3-MAN -��''�, aI UCI►C}1 � x E..� <br /> II Y --� TAMPER � � LANDSCAPE EXISTINC ��, p�. <br /> PLAZA GRADE ; � I ROCKS � WALL ��1 O <br /> RESISTANT o \� 1s.1 z <br /> LANDSCAPE J FASTENERS t i 5 lo � � f <br /> .�- <br /> �EXISTING CONCRETE ROCK S°Io � ,,,��T,�^ SIOPB ��� ,\� <br /> POLYDRAIN �^ ^ � <br /> ,: ' NEw � slope P �� � ^��^'�^"� t , � \ p'' p <br /> � PAVER PLAZA 2�'o SIO 0 I <br /> I � .�� <br /> NEW-�2°-PVC � . .. .. . .� � �� -'- .. :-�:�. � table �NEW ROCKERY S�Io S�OPC � ',, \\� Q W <br /> DRAIN LINE �_ CHANNELS ai L CALlYATO � \ <br /> NEW CONCRETE STAIRS PER 4 WIDE FORM I <br /> NEW CONCRETE Cltt OF-EVERETT. SPEC 331 � UNER TREATMENT, PER CITY OF � EXISTING � I-i F-� <br /> PLANTER p01NT H - -�� , �� SPECE�324A ILANDSCAPE MATCH NEW ��\ � � <br /> - _ . . Q. .. _ -------- ---- - - J S �E�i i�� <br /> ro INSTALI. NEW STEEL - — ; _ - / REET GRADE � CQ1 <br /> IDEWA K GRADE o � <br /> � ` ROCK ��EXISTING � <br /> �I RAILING WITH 5% -�.=v� �r��=_.-.�.�. .._..�._.__- I �.. - - -- -. ..--� - - -� --- --- - S% /S \ �, <br /> SLOPE PER CITY OF __ 2% SIO�C _ _, `�� •-- •---�.e:�� "` - SIOpC Ek15TING <br /> EVERETT SPEC �329 j � EXISTINC �,__ -�� � � <br /> � DEMO EXISTING RAtCING-- _.._.___� _ ROCKERY NEW EW 4" PVC — WALL , � � <br /> cs ' o BETWEEN POIN G AND H -�-�---��� --� -- --- -��� ��� �-"o � �"-"-"" �-"pOCYDRAIN�-"-�-- __DRAW LWE TO <br /> H ce POINT G ��2�o S�O�C - ,� 4 WIDE FORM -► S /o SIO C �BACK�OF-- ----�� <br /> _ ______ _"= <br /> J ;,.,;, ,, : � LINER TREATMENT � CHANNELS � � <br /> Op EXISTING ROCK RY Q <br /> . ., � <br /> . .. � - - � <br /> - - - �i-� __�-. ---., <br /> - . . _ . - --- -� <br /> - <br /> EXCAVAiE LOCALIY TO 4' WIDE FORM <br /> MATCH NEW SIDEWALK � - � <br /> GRADE WITH EXISTINC S ' LINER TP,[ATMENT <br /> ALLEY GRADE �I�y� OISMANTLE 4' OF EXISTING ROCKERY <br /> � REMOVE 6' OF `J "EXISTINC ROCKERY WALL NEW CONCRETE <br /> ROCKS MAY BE UTILIZED NEW CONCRETE ROCKERY CAP cs <br /> ROCKERY CAP 4' WIDE G s:<i.,�.c; .,,rn r_� <br /> EXISTING GUARD RAIL' - FOR NEW WALLS TO MATCH ELEVATION AT FORM LINER <br /> 1 - � ALONG SIDEWALK �� NEyy NORTH END -- <br /> INSTALL CURVED END TOP OF EXISTING 4LLEY CURB TREATMENT <br /> � � POLYDRAIN OF NEW --_ _ <br /> NEW CURB CUT WITH 2'x5' CHANNELS CONCRETE <br /> DETECTABLE WARNING PATTERN NEW CONCR�TE ROCKERY CAP <br /> � � PER CITY OF EVERETT SPEC �310C la►,lle CURB ecue. �• - �• <br /> � y o�:w;�o �,.� <br /> f . MCS <br /> U�iCcCL <br /> A>GeOucG <br /> � )tiC 0)/W/100! <br /> ) i� <br /> 3 � �� <br /> . --".-. D'M. ti0. CS <br /> � . ._.____ _-.-.- . <br /> . ___ '__"—__�-.. .____' <br /> _-'_- <br /> ._._"____.__-- ____—'_—_ 1111'.lil <br /> 7. __— __ __._'. 6 Di 9 <br />