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a <br /> V <br /> CONDITION VARIES, FINISHED GRADEOF <br /> ADJACENT PLANTING AREA PER PLAN <br /> � ' <br /> R REINFORCED CONCRETE CURB WHEN <br /> THUN <br /> ADJACENT TO LANDSCAPE B€AT�rclar sa,,mi u.awn v.,k�p <br /> TOPSOIL W/ GRASS TOOLED EDGE —3j4" MOLDED FILLERII.wn2ellrxua.az.33M <br /> c <br /> SdN FNAnGlB 7 9 M§+xl,w�l,i�19 g GEOBLOCK REINFORCED TURF f REMQLDEb JOINT FILLER ,ter A ,�are,s asAa�e <br /> A FLUSH PAVEMENT SYSTEM <br /> MOMS 1W31 Ad...@kd <br /> C111-ONCA X02I_aa.i?,fix} <br /> o" L III=1 CONCRETE SLAB A -1 12" X 6" mlNw°_ <br /> a r11 III=III III II < JI �J JL� `� LII III .� SMOOTH DOWEL <br /> JL o o L1=11r 111 I =1I - 16 Q.G. <br /> 1�I�U I� PROVIDE _ _ °' 1`A 11 A <br /> 10 <br /> �/y�,J,f�Q✓,y- ( y(J�J ' ASSOCIATES <br /> ✓/�V' 1. -1 LJ- LA.N@BCAVE ARPNITFCTr <br /> "_� (�" PREMOLDED °° a ° <br /> e 11 III= 0 0 0 I�I IIa`(jL j.)� OC �1�G1 FILLER AT JOINTS —SLIP CAP &53 Fiieweth�Plan . <br /> ¢ 0 1=III-II 11170 �p ( OOj �C WHERE NEW ° <br /> 0 attl�, WA 911144 <br /> s I III I l 1 a r1j=11 0 �'- �J ��' 4p� ,, Oo GCS U4 CONCRETE MEETS )�f nI� 5�� 1 I <br /> IIc EXISTING <br /> rel 20e 2a .� �2 <br /> 1-1�I )CEO (� f"Uc� www.nakan a p�IA1--m <br /> III11f(�,.�p 0 �Q4�"np�C p`b , CRUSHED EXPANSION JOINT" <br /> IIIIIIIIIIII tli' jIf Yi'i�� - Y SURFACING BASE MAKE GROOVE 3 24„ 3„ PROJECT <br /> @ #4 REBAR VERTICAL hI I I =�-I I I I�I I I- 1I _ <br /> €� 1- 1 III .°•a ^° o o .. o �' ,11 - COURSE ,£_�'� - - -y <br /> II-ICI ® 12" O.C. 1/4" WIDTH X <br /> SUBGRADE MIN 1 j5 OF Learning Resource <br /> I-III Q (2) #4 REBAR COMPACTED TO CONCRETE III_ III - III iT- �I 11 Center <br /> III-I �� III III-L11 111-1' HORIZONTAL 4" 95% II - II <br /> a m - 00f�,�OOp -III I_I17 o a a ° ° DEPTH l II i i I ll <br /> III Oo o�/o 0o III-III III-' °" I I I LOCATION <br /> -111�ll111 III I I1 ]� -1 Ill 111 �11T - llr 2000 Tower Street <br /> BASE: 5/8" MINUS SECTION a a �U III III-I 1�=11 2'X2' SQUARE CONCRETE <br /> 00 00 I I F 1 I' _ <br /> I oo�o III II1 COMPACTED TO 95% ARCHITECTURAL SLAB Everett,WA 98201 <br /> l l 1111� -111 I I' <br /> -�-il ll1�11 11 f-111-IJlf I <br /> I I-III- ' ,--1�lI l 11 l lTir�i 1 1 1 l= PAVER <br /> Z�. _r`i g <br /> 1 <br /> J� SECTION -5/8" MINUS CRUSHED <br /> 6" I. 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SS PIPE VARIES, SEE PLAN <br /> (SCH 40) HANDRAIL, <br /> SATIN FINISH 1 1/2" OUTSIDE DIAMETER <br /> Q° 1'_6" STAINLESS STEEL PIPE <br /> 12" 1'-6" POSTS AND RAIL, SATIN <br /> FINISH. ADD CENTER POST <br /> s 12" AT 5' INTERVALS. <br /> z <br /> 2" <br /> E s �_ I CHEEK WALL <br /> _ RAMP `t 2" <br /> g z=p "n, ;.� 334" x Yz° ROUND STEEL <br /> 1 o LANDSCAPE WELDED TO POST. CENTER <br /> f N U Q AREA, TYP. I r POST ON PLATE. PLATE <br /> z TO SIT FLUSH W/ <br /> SURFACE OF RAMP CHEEK <br /> WALL. ANCHOR W/ 3 CITY OFEVERETT <br /> t e _ _ I EVENLY SPACED BOLTS K[VIEWED FOR PERMIT <br /> I6"I 4'-6' / — THROUGH PRE-DRILLED <br /> CHEEK WALL 3" z HOLES IN PLATE. ANCHOR <br /> 3 t ABOVE GROUND M TO CONC. SURFACE W/ HARDSCAPE <br /> RED-HEADS & SECURE fr F SECTIONELEVATION ENDS NUTS. <br /> CUT <br /> DETAILS <br /> T. 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