9908 18TH AVE W 2022 Plans 2025-03-28

a � z 105 109 l03 los p 10S GENERAL KEYNOTES z -111=III=III=11 IIIIIIIII iI=III=11' =III=III' S3 — —IP 2i_pn III III III 102 2p7 " III II— 208 102 207 11111111111= 102 p07 =IIIIIIIII 40g IITllllllllllll. 101. PROVIDE CONTINUOUS 4"PVC WATERSTOP-RIBBED WITH CENTERBULB AT a 207 =III III 102 = 102 THE BASE OF ALL PERIMETER WALLS.INSTALL WATERSTOP IN ACCORDANCE 107 WITH ALL MANUFACTURER'S INSTRUCTIONS.PLACE AT THE CENTER OF THE a =N o WALL F Q 208 101 102, 12-1/2"THICK PRECAST HOLLOW CORE PLANK, .. .-:..... 4 w W 106 209 208 IIIIIII 103. FINISHED GRADE OVER THE LID.ELEVATION VARIES,SEE DESIGN CRITERIA a � 209 106 209 ON SHEET S1 FOR APPROXIMATE SOIL DEPTHS OVER THE VAULT LID IN p 209 208 4 = 4°�"-1/4n) 4"(l/4n) �+ �� ADDITION TO THE CIVIL DWGS FOR FINAL GRADE ELEVATIONS, g o BACKFILL WALL 1�" il4° 2" 1/4" 208 105 4°�«i/4°� p 110 �- 104. 6"#PERFORATED PVC FTG DRAIN MIN IE=542.20 WRAPPED IN 12"THICK c°Ca m 1:2 TO THE TOP CLR(-0') CLR(-0'� 202 0 105 202 219 202 DRAIN ROCK BEDDING d FILTER FABRIC.ROUTE DRAIN TO DISCHARGE POINT c $ PRIOR TO 2" r.i/4"1 u- t- , 111 AS SHOWN ON THE CIVIL DWGS. e IN PLACING HC 105 CLR\0"J 204 m 204 108 105. APPLY PREFABRICATED DRAINAGE PANEL TO ALL PERIMETER VAULT WALLS. PLANK LID EXTEND DRAINAGE PANEL OVER THE HEIGHT OF THE WALL AS SHOWN.SEE 200 204 n 204 1 109 107 GEOTECHNICAL ENGINEER FOR MATERIAL SPECIFICATIONS. N ,,•• p••• 104 104 204 204 101 o 106. PLANK TO BEAR MINIMUM ONTO THE TOP THE CONCRETE WALL,SEE N N 104 104 201 1pl PLANK MANUFACTURER'S DRAWINGS FOR FINALL BEARING LENGTH.INSTALL BEARING PAD AS DETAILED ON THE PRECAST PLANK PLACEMENT DRAWINGS. o o �U 107, SEE FOUNDATION PLAN FOR SLAB REINFORCING. uu 110 •`�'; 110 o 0 0 212 108. WALL PRESSURE RELIEF VALVE,4110 TROY MODEL A-2580/04 WITH WALL w THIMBLE MODEL 191001 WITH REMOVABLE GRATE.INSTALLATION SHALL BE O Y IN ACCORDANCE WITH ALL OF THE MANUFACTURERS REQUIREMENTS,SET I.E. i c 2i_4" OF VALVE fill ABOVE BOTTOM OF VAULT.SEE FOUNDATION PLAN FOR VALVE �� 211 211 "� 212 ' �01 205 2'-0 2'-0„ „ LOCATIONS.TIE TO 44 PERFORATED PVC FTG DRAIN. w 2'-4 205 203 09 44 AT THEFWALLEDTI VC FOOTING DRAIN SET IE 6"ABOVE BOTTOM OF VAULT E TO THRU-WALL PRESSURE RELIEF VALVES.SEE W J a 3 TYP WALL SECT 4 TYP WALL SECT s BRACED WALL SECTION 6 WALL @ FLR STEP F°°"DATI°"PLAN FOR`°CAT'°" 3 110. PROVIDE 12"THICK LAYER OF FREE DRAINING GRANULAR FILL BELOW THE AA,, i 101 S3 SCALE 1/2"=1'-0" S3 SCALE 1/2"=1'-0" 53 SCALE 1/2"=1'-0" S3 SCALE 1/2"=1'-0" UPPER FOOTING DRAIN.APPLY FILTER FABRIC BETWEEN FREE DRAINING W � $ 109 0 108 109 p 101 MATERIAL d NATIVE BACKFILL MATERIAL.SEE GEOTECHNICAL ENGINEER 214 107 = 107 FOR MATERIALS REQUIREMENTS. @� 0 c' N 111. PILASTER BELOW BRACED WALL.SEE 9/53 FOR REINFORCING. j$ i 213 3" MAX DOWEL d VERT REINF TO BE c' 2'fill 215 fill " 210 PLACED IN LINE DOWN THE 0"LO 1'-0" LENGTH OF THE WALL ti�-r' 5i_pn pi_gn J.K08 o' 14)47@3 0 ® o® REINFORCING KEYNOTES nTYP WALL SECTION TYP WALL SECTION DOWELS TO FTG 0 ® — 200. 10"THICK CONCRETE WALL REINF w/#5@18"o/c HORZ EA FACE d#5@12"o/c o" S3 - NOT REQUIRED VERT NEAR THE BACKFILLIED FACE OF THE WALL AND#012"o/c VERT c SCALE 1/2"=1'-0" S3 SCALE 1/2"=1'-0° SPLICE THE LOCATIONS.PROVIDE 121E#5 CONT HORZ WALL.LAP BARS @ L HORZ THE TOP OF THE ARS 24"MIN @o s Ra,- rye -- ------ �r��L EHo` v? DOWEL w/o FTG TO VERT WALL WALL,EXTEND VERT REINF 11"MIN INTO THE LID CLOSURE POUR WHERE 8/ONAL Ea VERT BAR WALL DOWEL REINF POSSIBLE. -- —-- ---- -- SPLICE 201 8"THICK CONCRETE WALL REINF w/#5@12"o/c HORZ d#7@10"o/c VERT. fill WALL 3n MAX DOWEL d VERT REINF TO BE PLACE VERT REINF NEAR THE INSIDE FACE OF THE WALL.LAP ALL HORZ \ ABOVE PLACED IN LINE DOWN THE BARS 24"MIN @ SPLICE LOCATIONS.PROVIDE 121-#5 CONT HORZ BARS @ z #3@4"o/c OVER LENGTH OF THE WALL THE TOP OF THE WALL.EXTEND VERT REINF 11"MIN INTO THE LID CLOSURE C3 POUR WHERE POSSIBLE. J z FULL HEIGHT OF = y PIER 202 8"THICK CONCRETE WALL REINF w/#5@12"o/c HORZ d VERT.PLACE VERT REINF @ THE CENTER OF THE WALL,LAP ALL HORZ BARS 24"MIN @ ,In @� ? 3 SPLICE LOCATIONS.PROVIDE 121-#5 CONT HORZ BARS @ THE TOP OF THE LU 9 PIER DETAIL WALL EXTEND ALL VERT REINF 11"MIN INTO THE LID CLOSURE POUR SCALE 3/4"=1'-0" 203. #5 FTG TO WALL DOWEL @ EA VERT,PROVIDE STD HOOK @ END OF BAR •' 8n 204. #4@O FTG TO WALL DOWEL FACE TO NMATCH VERT BAR OF 9"+/-1/2"CAST INTO FOOTING,DOWELS SHALL BE EMBEDDED A MIN DOWEL w/o FTG TO VERT WALL L 28"MIN.SEE ...... Ll1 l� _ 10 SIM 10 5 :1,.,, n VERT BAR WALL REINF 12/53 FOR DOWEL PLACEMENT DETAIL. �"l4 W 1 1 �y 53 53 53 ,III III I�......... S3 SPLICE DOWEL 'rr f 180 DEGREE SPACING. S3 ........... — • ; HOOK. SKEW PROVIDE STD HOOK @ END OF BAR CAST INTO FOOTING.DOWELS SHALL BE VERTICALLY AS #5@10 o/c HORZ 12 TYP FTG DOWEL PLACEMENT DETAIL EMBEDDED A MIN.OF 9"+/-1/2"INTO THE 12"THICK FTG d SHALL EXTEND W READ TO d VERT PLACED $3 0 AT TEH CENTER - SCALE,"=1'-0" INTO THE WALL 24"MIN.SEE 12/63 FOR DOWEL PLACEMENT DETAIL, PLACE WITHIN OF THE WALL. - 205. #5@15"o/c WALL TO FOOTING DOWELS.EXTEND 48"INTO THE WALL AND 9" C> III 8"WALL INTO THE 12"THICK FOOTING.PROVIDE STD HOOK AT END OF BAR EMBEDED LU • 8 WITHIN FTG.PROVIDE 12144 CONT HORZ,BARS AS SHOWN,SET DOWELS i S3 1-1/2"CLR FROM THE BACKFILLED FACE OF THE WALL, Q 217 206. #50"1 WALL TO FOOTING DOWELS.EXTEND 48"INTO THE WALL AND 9" ®m�� 217 ' I4I-#7@3"o/c loll 8" 10" INTO THE 12"THICK FOOTING.PROVIDE STD HOOK AT END OF BAR EMBEDED r1V11 w VERT I owlWALL WITHIN FTG.PROVIDE 121-#4 CONT HORZ.BARS AS SHOWN.SET DOWELS w 53 1-1/2"CLR FROM THE BACKFILLED FACE OF THE WALL. W IIIIIIII II : o BELOW m 2" 2" 218 207. 131-#6 CONT IN CLOSURE POUR.LAP 42"AT ALL SPLICE LOCATIONS. Q LL 208. LID d WALL TO CLOSURE POUR REINF.@ VOID BLOCKOUT.SEE 9/64, 6 u 74" 209. LID d WALL TO CLOSURE POUR REINF @ END VOID FILL.SEE 8/S4, O 7 JAMB SECTION s JAMB SECTION #5 x 28" 1 i 210. REINF FTG w/#5@15"o/c TRANS d 131-#5 LONG BOTTOM, U N S3 ° ••••.� S3 n_ S3 "_ n SET @ CENTER 0 o •• SCALE 3/4 ' SCALE 3/4-1'-0 OF VOID 211. REINF FTG w/#5@18"o/c TRANS d 121-#5 LONG BOTTOM, o d_ 212. REINF FTG w/#5@12"1 TRANS d 3145 LONG BOTTOM. 7 C _ 2" g" 2" CELL BLOCKOUT 213 151-#4 CONT TOP d BOT 7 7 , 214, #5@12 o/c TRANSVERSE TOP III i i #3 TIES @ 5"o/c TYP 215 #6@12 o/c TRANSVERSE BOT #5 x��@ EA VOID. ' k 216, REINF THICKEND SLAB EDGE w/121-#4 CONT LONG AND#4@16"o/c Z C 7 "'•.............0 ALONG FULL LENGTH OF 9 BLOCKOUT SHOWN ON CLOSURE - 4.. TRANSVERSE BOT. J LID PLAN.SEE 11/S3 F S3 9 217, PROVIDE HOOK AT EACH END OF THE HORZ BARS IN THE BRACED WALL V Q n 28" i - AS SHOWN IN THE DETAILS, LU III $5 x n 14„ ° = 218. I4I-#7 CONT VERT BARS TO EXTEND FROM THE TOP OF THE J p LOWE TG TO HE LID AS LICES ARE C f /......0�� /.... SET @CENTER - DOWELDFTO THE TLOWER FTG SARE NOT P REQUIRED. NOT ALLOWED. Ja oPf 1 , .......... ....... ... .. ..... .... ........ OF VOID . o i •I 1 219 8"THICK CONCRETE WALL REINF w/#5@70^o/c HORZ d VERT.PLACE VERT 3 #5 CONT TYP ;. 1 REINF @ THE CENTER OF THE WALL.LAP ALL HORZ BARS 24"MIN @ }, SPLICE LOCATIONS.PROVIDE 121-#5 CONT HORZ BARS @ THE TOP OF THE I2I #6 CONT T.d B. WALL,EXTEND ALL VERT REINF 11"MIN INTO THE LID CLOSURE POUR, ALONG FULL LENGTH .................... .................. OF CLOSURE SHEET: 61-0" 91-0" #6 @ CENTER OF VOID #5 VERT. EXTEND 11" MIN INTO 12-1/2"THICK CLOSER ABOVE WALL L City of Everett Permit Review BRACED WALL ELEVATION & VAULT SECTION 10 HEADER SECTION 11 REINF @ BLOCKOUT EVERETT Status:Approved S30F 4 ...,...e S3 SCALE 1/2"1 �3J scALE r'=r-o" 04/19/2023 2:07:29 PM S3 SCALE 3/4"=1'-0" 5-22-070