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0 <br /> 103 103 103 103 109 103 <br /> GENERAL KEYNOTES <br /> -111=I I I�1=n 1=1I r 'I 11=1 11=1 11=I =1 11=1 11=1 11=1 I =1 11=1 11=1 11=1 -1 11=1 11=1 I I- 1-111=1 <br /> -III=III=1 102 =III=III=III =III=III=11I 102 _I=III=III=III =11-_ 205 102 -III 04 101. PROVIDE CONTINUOUS 4"PVC WATERSTOP-RIBBED WITH CENTERBULB AT THE <br /> III=11 111= 20 =III=III=III=1 102 20 =III=III=III=11 20 -III=III=1 -_ 05 102 207 -III=11�111= 102BASE OF ALL PERIMETER WALLS,INSTALL WATERSTOP IN ACCORDANCE WITH ALL <br /> ... ... ........ - -.� - MANUFACTUR R5 INSTRUCTIONS.PLACE AT T E CENTER OF THE WALL � <br /> 102. 12-1/2"THICK PRECAST HOLLOW CORE PLANK. y o <br /> - - - - 103. FINISHED GRADE.ELEVATION VARIES.SEE DESIGN CRITERIA ON SHEET 51 FOR s � � <br /> 106 06 r2l'R <br /> 72705 APPROXIMATE SOIL DEPTHDWGS FOR FINAL GRADE ELEVATIONS104. 4"0 PERFORATED PVC FTG DRAIN MIN IE=127.25 WRAPPED IN 12"x12"MINIMU•••••••• IIDRAIN ROCK BEDDING&FILTER FABRIC.ROUTE DRAIN TO DISCHARGE POINT AS••••,•• 206 2 1/4" 1/4° SHOWN ON THE CIVIL DWGS. _ CLR �.pii� 206 �-0'� CLR�1/04'� 2 �1/4'� <br /> % •215•• 214 1 ,, " CLR 0" 105. APPLY PREFABRICATED DRAINAGE PANEL TO ALL PERIMETER VAULT WALLS. N <br /> EXTEND DRAINAGE PANEL OVER THE HEIGHT OF THE WALL AS SHOWN.A 18" o 0 <br /> 216 THICK LAYER OF FREE-DRAINING GRANULAR FILL MAY BE USED IN LIEU OF THE F o <br /> DRAINAGE PANEL.SEE GEOTECHNICAL ENGINEER FOR MATERIAL SPECIFICATIONS. so <br /> i 6" 8 SPACES @ 6"o/c 6° ' o 0 <br /> 106. PLANK TO BEAR 3"MINIMUM ONTO THE TOP OF THE CONCRETE WALL,SEE PLANK <br /> S-0" = 201 200 105 201 105 200 20 MANUFACTURER'S DRAWINGS FOR FINAL BEARING LENGTH.INSTALL BEARING PAD <br /> 105 105 AS DETAILED ON THE PRECAST PLANK PLACEMENT DRAWINGS. O 8 <br /> 107� SEE FOUNDATION PLAN FOR SLAB REINFORCING. a Y <br /> W z <br /> �� 218 218 r� <br /> z <br /> T^ 219 209 209 9 <br /> 21g 203 <br /> 2,3 <br /> 2D3 0 2p3 2p3 0 2p3 REINFORCING KEYNOTES 3 N W z� <br /> r 03 03 0 � v o � <br /> = 104 O 104 101 01 104� (104)-, 101 A, 16 Y`z 8 <br /> !! - 001 101200. 10"THICK CONCRETE WALL REINF w/#5@12"o/c HORZ&#7@10"o/c VERT.AT W .z <br /> $ 212 i 107 107 SECTION 2A AND#6@10"o/c AT SECTION 1A.PLACE VERT REINF NEAR THE INSIDE <br /> 107 107 FACE OF THE WALL.LAP ALL HORZ BARS 24"MIN @ SPLICE LOCATIONS.PROVIDE I= p ¢ i7i <br /> r <br /> .......•,•••••,•,•,•••••„•�•,••••••, - 2 #5 CONT HORZ BARS @THE TOP F THE WALL EXTEND VERT REINF 11 MIN 9 <br /> II 0 0 L <br /> ------- <br /> 46 <br /> INTO THE LID CLOSURE POUR WHERE POSSIBLE. g <br /> 201. 8"THICK CONCRETE WALL REINF w/0@12"o/c HORZ&#010"o/c VERT.PLACE Q g " <br /> VERT REINF NEAR THE INSIDE FACE OF THE WALL.LAP ALL HORZ BARS 24"MIN <br /> 210 210 210 210 211 @ SPLICE LOCATIONS.PROVIDE I2I-#5 CONT HORZ BARS @ THE TOP OF THE WALL. <br /> l"O" 1'-0 P_On <br /> EXTEND VERT REINF 11"MIN INTO THE LID CLOSURE POUR WHERE POSSIBLE, Q�`5 <br /> 2'-8° 2'-10° 2'-8" 2'-10" 41-1011 `L <br /> 202. 8"THICK CONCRETE WALL REINF w/#5@12"o/c HORZ&VERT.PLACE VERT REINF <br /> @ THE CENTER OF THE WALL,LAP ALL HORZ BARS 24"MIN @ SPLICE Q� a\EAU.KOS <br /> LOCATIONS.PROVIDE 12I-#5 CONT HORZ BARS @ THE TOP OF THE WALL.EXTENDREINP Q? of <br /> WALL REINF @ OPENING TYP WALL SECTION 1A TYP WALL SECTION TYP WALL SECTION 2 A TYP WALL SECTION n TYP WALL SECTION 203. #5 LFTGRTO WALL11DOWEL @"MINTEA VERTTHE LTPROVVIDE STD CLOSURE P OUR. <br /> @ END OF BAR CAST a J <br /> 0 <br /> S3 SCALE 1/2"61'-0" 53 SCALE 1/2"61"0" S3 SCALE 1/2"=1'-0" 53 SCALE 1/2"61`0" S3 SCALE 1/2"=1"0" S3 SCALE 1/2"61"0" INTO FOOTING.DOWELS SHALL BE EMBEDDED A MIN.OF 9"+/-1/2"INTO THE PTO <br /> &SHALL EXTEND INTO THE WALL 28"MIN,SEE 3/61 FOR PLACEMENT DETAIL. <br /> 204. #5x41-O%24"o/c PLACED SUCH THAT EACH 48"WIDE PLANK RECEIVES(2)BARS, 'Os ctpRA�`Epo`V�� <br /> LOCATE BARS IN VOIDS WITH POUR SLOTS AS SHOWN ON THE PRECAST PLANK S/ONAL Ea <br /> PLACEMENT DWGS.PROVIDE ADDITIONAL BARS @ EACH PLANK IF REDID AND <br /> SHOWN ON THE PRECAST PLANK SHOP DWGS. <br /> 205. LID&WALL TO CLOSURE POUR REINF @ VOID BLOCKOUT.SEE 5&7/53 <br /> 206. LID&WALL TO CLOSURE POUR REINF @ VOID END FILL.SEE 4&6/93. Z <br /> 20T 131-0 CONT IN CLOSURE POUR.LAP 48"AT ALL SPLICE LOCATIONS. <br /> 208. 121-0 CONT IN CL05URE POUR,LAP 36"AT ALL SPLICE LOCATIONS, Z <br /> 4'-0"WIDE PLANK 4`0"WIDE PLANK 209. #5@15"o/c WALL TO FOOTING DOWELS,EXTEND 48"INTO THE WALL AND 9"INTO <br /> THE 12"THICK FOOTING,PROVIDE STD HOOK AT END OF BAR EMBEDED WITHIN = Q <br /> FTG.PROVIDE 131-#4 CONT HORZ.BARS A5 SHOWN.SET DOWELS 1-1/2"CLR FROM a 3 <br /> � THE BACKFILLED FACE OF THE WALL. <br /> 211 <br /> #4 x 1 114" #4 x 12 210. REINF PTO w/#5@15"o/c TRANS&131-#5 LONG BOTTOM. Z <br /> �16° <br /> SET @CENTER SET @ CE4TER 211. REINF PTO w/#5@12"o/c TRANS&141-#5 LONG BOTTOM. <br /> HOLLOW CORE OF VOID HOLLOW CORE <br /> OF VOID PLANK 212. ADD 141-#5x10'-0"TOP WITHIN THE FOOTING CENTERED BELOW THE OPENING. (- <br /> PLANK pn p_0n Z213. #5@72"o/c TYP HORZ REINF IN CELL DIVIDER WALL. W- ------------ - ----- - #5 @ CENTER OF ---------------_ #6 @CENTER 214. 12I-#7x10'-0°@3'b/c.EXTEND 30" BEYOND EACH JAMB.OF VOID•••- `VOID <br /> •••••••••••••••• ••••••••••• J � I I I I I ..... .............. x o c CED AT THE CENTER OF THE WALL.215 #4 VERT w/180 HOOK @ HEAD OF OPNG,SPACED AS SHOWNlJJ I � 16 2-#5 4-0"@ "/ DIAGONAL BARS PL CELL BLOCKOUT CELL BLOCKOUTm •• 2 2 A------------ ---------- ____ _ ------ ---------- 217. 12I-#5 HORZ @THE TOP OF THE WALL. <br /> i <br /> LLI <br /> T H o 0 0 „ - _ 0 0 218. PROVIDE 121-#5@6'o/c VERT EACH FREE EDGE OF WALL, i- <br /> --- -- -- --H - _ <br /> p = <br /> m 3 V9 _ o/c WALL TO FOOTING DOWELS.EXTEND 36"INTO THE WALL AND 9"INTO _ <br /> _____ "' v THE 12"THICK FOOTING.PROVIDE STD HOOK AT END OF BAR EMBEDED WITHIN 3. <br /> FTG.PROVIDE 121'#4 CONT HORZ.BARS AS SHOWN.SET DOWELS 1-1/2"CLR FROM ,�y�rrr� <br /> PLAN VIEW PLAN VIEW PER METER WALL PLAN VIEW PLAN VIEW THE BACKFILLED FACE OF THE WALL. IM <br /> PERIMETER WALL PER METER WALL .i <br /> 36" 36" WALL VERT REINF 36" WALL VERT REINF 0 W <br /> #5x 15"C #5x 15" EXTENDING INTO C 36" EXTENDING INTO ~ <br /> CLOSURE TO WALL 36" C CLOSURE #Sx 10 40" #5x 10"11 CLOSURE N LL <br /> CLOSURE TO WALL CLOSURE TO WALL C CLOSURE TO WALL 0 <br /> DOWELS @ 30"o/c. #5 x 24" C LID DOWELS @ 30"o/c. 12" DOWELS @ 20"o/c. CLOSURE DOWELSI@ EA DOWELS @ 20"o/c. 12" <br /> @ CLOSURE DOWELS #4 x 114" SET PLANK. #4 x=16"SET @ <br /> @ EA PLANK. <br /> @ ENTER OF VOID CENTER OF VOID <br /> C.) <br /> - 0LU I.- <br /> N <br /> 7 <br /> Q <br /> N C <br /> _j <br /> a au <br /> 3 <br /> VAULT WALL VAULT WALL VAULT WALL VAULT WALL <br /> ELEVATION VIEW ELEVATION VIEW ELEVATION VIEW ELEVATION VIEW SHEET: <br /> LID & WALL TO CLOSURE DOWELS LID & WALL TO CLOSURE DOWELS LID & WALL TO CLOSURE DOWELS LID & WALL TO CLOSURE DOWELS City of Everett Permit Review <br /> 4 AT PLANK VOID END FILL - 8" WALL s AT VOID BLOCKOUTS - 8" WALL 6 AT PLANK VOID END FILL - 1011 WALL 7 AT VOID BLOCKOUTS - 1011 WALL Ev R TT Status:Reviewed for Permit 1330F 4 <br /> S3 SCALE 3/4"=1`0" g3 scALE 111"4-e" S3 SCALE 3/4"=1'-0" SCALE 3/4°61_0n <br /> 05/26/2023 7:13:09 AM S-22-031 <br />