3618 W MUKILTEO BLVD 2022 SITE WORK FOR HARBORS EDGE TOWNHOMES Plans 2025-08-07

O r GENERAL KEYNOTES 109 103 103 109 10g 103 a 101. PROVIDE CONTINUOUS 4"PVC WATERSTOP-RIBBED WITH CENTERBULB AT THE A BASE OF ALL PERIMETER WALLS,INSTALL WATERSTOP IN ACCORDANCE WITH ALL III=11�111= 102 -III=II�III=1 illl=llliiilll=ll -III=II�III=1 =III=III-III- I:III=III=III MANUFACTURER'S INSTRUCTIONS,PLACE AT THE CENTER OF THE WALL 20 =III III 0 -III - 20 =III III 05 102 2p7 -III=11 102 102 08 II- 04 III III III III II�III II III=III III=11 II III III=III IT 102 12-1/2"THICK PRECAST HOLLOW CORE PLANK ....... . .. .: .:.:.....:..... y 1 I I p --� 103. FINISHED GRADE.ELEVATION VARIES.SEE DESIGN CRITERIA ON SHEET S1 FOR c 217 11 APPROXIMATE SOIL DEPTHS OVER THE VAULT LID 1N ADDITION TO THE CIVIL s - DWGS FOR FINAL GRADE ELEVATIONS, 06 106 206 205 205 104. 4110 PERFORATED PVC FTG DRAIN MIN IE=127.25 WRAPPED IN 1211x12"MINIMUM w 213 106 106 DRAIN ROCK BEDDING&FILTER FABRIC,ROUTE DRAIN TO DISCHARGE POINT AS y SHOWN ON THE CIVIL DWGS. - -Al '0. #,,,•,•,,,, 2p5 105. APPLY PREFABRICATED DRAINAGE PANEL TO ALL PERIMETER VAULT WALLS. I-s 206 2 r'1/4'll 2p6 2 (1/4, 2" /+1 41 2" /-. 4n\ EXTEND DRAINAGE PANEL OVER THE HEIGHT OF THE WALL AS SHOWN.A 18",� CLR -0" CLR`-0" CLR -O" CLR 1\10" 4`1/41 THICK LAYER OF FREE-DRAINING GRANULAR FILL MAY BE USED IN LIEU OF THE L7 215 214 DRAINAGE PANEL.SEE GEOTECHNICAL ENGINEER FOR MATERIAL SPECIFICATIONS. s216 106. PLANK TO BEAR 3"MINIMUM ONTO THE TOP OF THE CONCRETE WALL,SEE PLANK 1 6" SPACES @ 6"o/46" I MANUFACTURER'S DRAWINGS FOR FINAL BEARING LENGTH.INSTALL BEARING PAD AS DETAILED ON THE PRECAST PLANK PLACEMENT DRAWINGS. a _Tp105 105 105 105 5'-0" 200 107, SEE FOUNDATION PLAN FOR SLAB REINFORCING. Y 201 200 201 0 a 220; *I p o 213 219 203 = 219 220 203 03 pg o = 203 0 203 203 REINFORCING KEYNOTES � Y o� 104 104 101 104 104 101 200. 10"THICK CONCRETE WALL REINF w/#5@12"o/c HORZ&#6@10"o/c VERT.PLACE w, i Y -101 -101 VERT REINF NEAR THE INSIDE FACE OF THE WALL.LAP ALL HORZ BARS 24"MIN YI 212 - 107 107 107 107 107 @ SPLICE LOCATIONS,PROVIDE 121-#5 CONT HORZ BARS @ THE TOP OF THE WALL. @� �t ` EXTEND VERT REINF 11"MIN INTO THE LID CLOSURE POUR WHERE POSSIBLE. 0 a 3 .......... .....................................�......... o - _ o 201. 8"THICK CONCRETE WALL REINF w/#5@12"o/c HORZ&#01211o/c VERT.PLACE :- a VERT REINF NEAR THE INSIDE FACE OF THE WALL.LAP ALL HORZ BARS 24"MIN Ll I @ SPLICE LOCATIONS.PROVIDE 121-#5 CONT HORZ BARS @ THE TOP OF THE WALL. Q 09 210 a 09 210 211 EXTEND VERT REINF 11"MIN INTO THE LID CLOSURE POUR WHERE POSSIBLE 1' , 11" -0" 11 1'-0° 202, 8"THICK CONCRETE WALL REINF w/#5@12"o/c HORZ&VERT.PLACE VERT REINF O�,`ti :411 2i_10n 2'-4" 2'-10" 4'-OH @ THE CENTER OF THE WALL.LAP ALL HORZ BARS 24"MIN @ SPLICE `l, LOCATIONS.PROVIDE 045 CONT HORZ BARS @ THE TOP OF THE WALL.EXTEND ALL VERT REINF 11"MIN INTO THE LID CLOSURE POUR. �� P�\E1.J.KpS 203. #5 FTG TO WALL DOWEL @ EA VERT,PROVIDE STD HOOK @ END OF BAR CAST C 4�pF x n WALL REINF @ OPENING TYP WALL SECTION 1A TYP WALL SECTION 2 TYP WALL SECTION 2A TYP WALL SECTION n TYP WALL SECTION INTO FOOTING.DOWELS SHALL BE EMBEDDED A MIN.OF 9" /-1/2"INTO THE FTG i S3 SCALE 1/2"=1'-O" 53 SCALE 1/2"=1'-O" 53 SCALE 1/2"=1`10' 53 SCALE 1/2"=1'-0" 53 SCALE 1/2"=1'-0" 53 SCALE 1/2"=1'-O" &SHALL EXTEND INTO THE WALL 28"MIN,SEE 3/S1 FOR PLACEMENT DETAIL. c x 204. #5x4'-0"@24"o/c PLACED SUCH THAT EACH 48"WIDE PLANK RECEIVES 121 BARS, o � �1 as LOCATE BARS IN VOIDS WITH POUR SLOTS AS SHOWN ON THE PRECAST PLANK FS ctuRAL PLACEMENT DWGS.PROVIDE ADDITIONAL BARS @ EACH PLANK IF REDID AND SXONAL E� SHOWN ON THE PRECAST PLANK SHOP DWGS. 205. LID&WALL TO CLOSURE POUR REINF.@ VOID BLOCKOUT.SEE 5&7/53. 206. LID&WALL TO CLOSURE POUR REINF @ VOID END FILL.SEE 4&6/S3. 207, 131-0 CONT IN CLOSURE POUR.LAP 40"AT ALL SPLICE LOCATIONS. Z 208. 12145 CONT IN CLOSURE POUR.LAP 32"AT ALL SPLICE LOCATIONS. � 209, REINF FTG w/#5@18"o/c TRANS&121-#5 LONG BOTTOM. Z 4'-0"WIDE PLANK 4`0"WIDE PLANK 210. REINF FTG w/#5@15"o/c TRANS&131-#5 LONG BOTTOM, J 211. REINF FTG w/#5@12"o/c TRANS&141-#5 LONG BOTTOM. Q 212. ADD 141-#5x10'-0"TOP WITHIN THE FOOTING CENTERED BELOW THE OPENING. a y 3 , 14" 12" 213. #5@12"o/c TYP HORZ REINF IN CELL DIVIDER WALL. LL #4 x 114" #4 x 116" 214. 121-#7x10'-0"@3"o/c.EXTEND 30" BEYOND EACH JAMB. Z SET @CENTER HOLLOW CORE SET @CENTER O OF VOID OF VOID HOLLOW CORE 215. #4 VERT w/180 HOOK @ HEAD OF OPNG,SPACED AS SHOWN, 1,-0" PLANK p-0° 1,_O" PLANK 216. 121-#5x4'-0"@ 2"o/c DIAGONAL BARS PLACED AT THE CENTER OF THE WALL, W Z -------------------------------- #5 @CENTER OF ----------------------------- # Lu 6 @CENTER 217. I2I-#5 HORZ @THE TOP OF THE WALL. N VOID --- OF VOID 218. PROVIDE I21-#5 VERT EACH FREE EDGE OF WALL. Lu 1 1 11 _ .............. __________ 219. #4@18"o/c WALL TO FOOTING DOWELS.EXTEND 36"INTO THE WALL AND 9"INTO R ............. ••••••••CELL BLOCKOUT CELL BLOCKOUT THE 12"THICK FOOTING.PROVIDE STD HOOK AT END OF BAR EMBEDED WITHIN + 1' 1 1 1 1 1 1 1 11 � I I 11 - - � --------------- ---- ------------ _ ---------------- ---------- FTG.PROVIDE 2 $4 CONT HORZ.BARS AS SHOWN.SET DOWELS 1 1/2 CLR FROM = Lu _______i_T__ ___a ______rr_____ ________ ___ _______________ ___� ________ _____ THE BAC FILLED FACE OF THE WALL. T? 3 `� = o a m o °D 220. #5@15"o/cKWALL TO FOOTING DOWELS,EXTEND 42"INTO THE WALL AND 9"INTO a rr r , 3 = ,.x - f THE 12"THICK FOOTING.PROVIDE STD HOOK AT END OF BAR EMBEDED WITHIN 3 ------------- ---- ----- ------- FTG.PROVIDE 121-#4 CONT HORZ.BARS AS SHOWN.SET DOWELS 1-1/2"CLR FROM PLAN VIEW PLAN VIEW PER METER WALL PLAN VIEW PLAN VIEW THE BACKFILLED FACE OF THE WALL. m W PERIMETER WALL PER METER WALL 36" 36n WALL VERT REINF 36" 7#4 LL VERT REINF W #5x 18"I $5x 18"C EXTENDING INTO 15°C 36" ENDING INTO ~ CLOSURE TO WALL 36" CLOSURE ox 40" #5x 15"C SURE N LL CLOSURE TO WALL CLOSURE TO WALL #5 x 24" LID TO 0 DOWELS @ 36"o/c. $5 x 24" [_LID 12° C CLOSURE TO WALL TO CLOSURE DOWELS DOWELS @ 36"o/c. DOWELS @ 30"o/c. DOWELS @ 30"o/a12° CLOSURE DOWELS @ EA @ EA PLANK. #4 x 114" SET PLANK. x�16"SET@ ENTER OF VOID TER OF VOID C.� Lu II Z J C VAULT WALL VAULT WALL VAULT WALL VAULT WALL ELEVATION VIEW ELEVATION VIEW ELEVATION VIEW ELEVATION VIEW SHEET: LID & WALL TO CLOSURE DOWELS LID & WALL TO CLOSURE DOWELS LID & WALL TO CLOSURE DOWELS LID & WALL TO CLOSURE DOWELS 4 AT PLANK VOID END FILL - 811 WALL s AT VOID BLOCKOUTS - 8" WALL 6 AT PLANK VOID END FILL - 1011 WALL 7 AT VOID BLOCKOUTS - 10" WALL S30F 4 S3 SCALE 3/4"=1'-01, S9 SCALE 9/411-11-0° S9 SCALE 3/0=1'-0" S3 SCALE 3/4"=1'-0" S-22-031