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HomeMy WebLinkAboutWTR2702953.59m 0 w J E N 0 0 N N U D ¢ 0 0 w I- cn 0 c O c) Un 3 0 U m i 0 0 ry 0 U w cn •3 0 0 0 ¢ U 0 I r2 Ln N O w J U- 0 ¢ U Y w z J <L A B C D M LO CMU WALL N #5@24" CMU WALL N 1 HORIZ REINF (TYP) i #7@8" CMU WALL VERT REINF (TYP) #7@8" DOWEL 9 - #4@12", EF (TYP) ------ E F G H J K L IAI RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE. • REVISED PRIMARY i REINFORCING STEEL 2'-5„ RFI 36A 2'-5 1'-10" RFI 36A NO CHANGE #8@4" EF, EW #8@9' #6@12", ° FINISH GRADE (VARIES) #8@9 #8@9„ RFI 31 ° •. EL. 87.00 _ 8 0 ° d 0 0 2 c CD 0 W=2953DC d 2 a yd #7@12", EF #7@12", EF w ° I #6@12" EF #8@4" 6@12J" #6@12" bE RFI 36A #6@12" #8@4"6@12" 1 #6@EW DOWELS DOWELS r C) RFI 3F 0 CHANGE EF EF, EW EFF EF, (TYP) (TYP) I� N � N d I 'a id d EL. 84.00 HWL a � o EL. 84.00 EL. 84.00 EL. 84.00 - I o = _ (HWL) _ = (HWL) _ _ (HWL) a e w ° d ° 7 ° © � 6@10", EF °. #6@10", EF °. #6@10", EF DOWELS a ° I DOWELS DOWELS e I SLEEVES NOT SHOWN SEE DETAIL Sim � a a I a a) a� ° 8 9 ( BACKFILL COMPACT TO N N ° d I 90% MAX DRY DENSITY (ASTM °. II D-1557) 1,,,--FLUID APPLIED ASPHALTIC 6 AWATERPROOFING ° #7@12", EF 2y" CLEAR d_ I �2Y2" CLEAR cn ° MEMBRANE PER SPEC ° ° HORIZ REINF (TYP) (TYP) z 07140 SEE NOTE #3� (TYP) CD 2y" CLEAR r 2%" CLEAR 2y" CLEAR 2y" CLEAR 2%" CLEAR 2Y" CLEAR a #7@12", EF VERT REINF #7@12", EF I o TYP I TYP TYP 00 TYPTYP YP) a (TYP) VERT REINF _ (TYP) ° oe I w w N 0 P NOTES: 1. SEE DRAWING S3 AND S10 FOR COMPLETE REINFORCING OF CMU WALLS. 2. EXTEND THE BUILDING EXCAVATION, CRUSHED ROCK/QUARRY SPALLS AND AGGREGATE BASE A MINIMUM OF 5 FEET BEYOND THE FOOTINGS AS SHOWN ON S4. SEE DWG NO C18 FOR ADDITIONAL SUBGRADE REQUIREMENTS. 10 Ai 3. THE MEMBRANE SHALL BE APPLIED PER SPECIFICATION SECTION 07140 FOR THE FULL HEIGHT OF THE WALL ON THE BACKWASH BASIN SIDE FROM FINISHED FLOOR TO THE UNDERSIDE OF THE SUSPENDED SLAB. THE MEMBRANE SHALL BE APPLIED FOR THE FULL LENGTH OF THE WALL INDICATED ABOVE FROM GRID LINES 1 TO 9 ON S4. CMU WALL #5@24" CMU WALL HORIZ REINF (TYP) g #7@24" CMU WALL VERT REINF (TYP) #7@24" DOWEL 1 TRENCH DRAIN o d 2 . d RFI 31 ° ° _ -\-MATCH #6@12" EF EVV SECTION P/S5 L. 84.00 v17 (HWL) Q. #6@10", EF DOWELS e ir a • ° o a� N 2Y" CLEAR 2Y" CLEAR TYP d TYP ° o I cc d 7 0 cn @ #7@12", EF _ #7@12", EF _ #7@12", EF ° _ #7@12", EF _ MODIFIED II HORIZ REINF `� HORIZ REINF 9 HORIZ REINF 9 HORIZ REINF d `D 5 r BITUMINOUS SHEET ° I ° ° WATERPROOFING MEMBRANE AND #7@6", EF d I #7@9", EF d #7@9", EF d 7@9 EF PROTECTION BOARD ° VERT REINF e VERT REINF e VERT REINF a # ° ° I VERT REINF l'-3" (TYP) 1'-3" (TYP) ° II 1'-3" (TYP) :5, 1'-3" (TYP.) ° l'-3" (TYP.) �'° A 1'-3" (TYP.) II w z I de #7@12", EF I N 4 DOWELS (TYP) a o #7@6", EF #7@9", EF #7@9", EF 4 #7@9", EF ° 4 ElfDOWELS (TYP) DOWELS (TYP) DOWELS (TYP) DOWELS (TYP) ° 6" STARTER WALL w ° #7@12", EF W/ 6" RIBBED PVC I - DOWELS a w a' 6" STARTER I 6" STARTER 6" STARTER n WATERSTOP & I _ © 6" STARTER d TYP I m L WALL W/ 2"x6" c _ WALL W/ 2"x6" ° _ WALL W/ 2"x6" ° _ WALL W/ 2"x6" ° (TYP) 2"x6" KEY (TYP) KEY (TYP) I KEY (TYP) KEY (TYP) N KEY (TYP) a N N N 6" STARTER WALL a #6@10", EF ° WATER STOP #6@10", EF ° #6@12", EF ° RFI 31 W/ 2"x6" KEY 2'-0" #7@9" TYP � EF ° RFI 51 (TYP) r #F@g" ° #7@7" ° #6@72, EF (TYP) 7# - - EL. 67.00 _ EL . VARIES EL. VARIES EL. VARIES SLOPE _ j a EL VARIES 3" CLEAR d a - ° A d -r d- 0 7 7 `� N ° � d ° (TYP) °.. a c 2 ° d a . . • . • . e • °.. . • • ° • • • • ° - ° ° a \//\//\\//\//\//\//\//\//\// ///////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / - /\/\/\/\/\� \�\\�\/\\�\ \�\/�\//.\ _ /\/.�\��\/\/\/\/\/\/\/\/\/\\/ /\\/�1�\\/,Li1\/.�\��\/\ �CsC ;h�r a�° a>°cad% �, \\ \ \\ \ \\� /\\� ��\�\ `fl \�,-;,\/ a o a o a O OpoOp°o0p°oop°o0po0p°o0po0Do0 o0p`o0pob0 � �\ �0DoOp°o0poOD Do0po0po0 ODo0po0 00 00 00 00 00 #7C�8" °�Opo0po0po0°oo #7@8" i.lL1�, #6@10" , ° ° a °a �a �a Da �a \\\\\\\\\\\\\// 9o0 `p o0 `D ol)`p oo'po0p 1 °00°0°°00°0 p (a °00 °0°° o°°op°o aoaaoaaoaaooaoaaoaDoOga o0p'o0( °ODoOp'o0p'Oo0'poODoOt �00°o°°op°o° 0 6" AGGREGATE BASE •opoaoo °ooaooa� °oO°o°°o°°o°°o° ° °° 6" AGGREGATE BASE oo°� 6" AGGREGATE BASE 8@6" �;oo°oo°o°°oo°oc 6" AGGREGATE BASE °oop°°oap°°o0p °or r 7@9", EF # a ° ° COMPACT TO 95% #6@12" 6" AGGREGATE BASt o°oo°oo°oo° # °op,opoop°op°apoop°op COMPACT TO 95% MAX. o or ,ap°op°apo ,r �4ego,o°,g� ° aaoaaoa oaDoa� 6@10 7@9° o oo°oo°o°°oo°oo°oo° COMPACT TO 95% �o°oo°oo°o COMPACT TO 95% ,ap°ap. COMPACT TO 95% oo°oo 0 # aoopooaoaaoaaooa00° #6@8", EF EF EF °oo°oo°oo°oo°oo°o DRY DENSITY MAX DRY DENSITY °oapOOpgn MAX DRY DENSITY MAX DRY DENSITY a .0 %oo6aa°oa° #7@6" MAX DRY DENSITY °%a°�o° aV GEOTEXTILE CLOTH GEOTEXTILE CLOTH GEOTEXTILE CLOTH oapoapoo GEOTEXTILE CLOTH GEOTEXTILE CLOTH 24" CRUSHED ROCK/QUARRY 24" CRUSHED ROCK 24" CRUSHED ROCK/QUARRY 2 24" CRUSHED ROCK/QUARRY ROCK/QUARRY 24" CRUSHED ROCK/QUARRY SPALLS, SEE NOTE #2 SPALLS, SEE NOTE #2 # 2 SPALLS, SEE NOTE #2 SPALLS, SEE NOTE #2 SPALLS, SEE NOTE #2 SECTION F SECTION G SECTION H SECTION SECTION K SCALE: 1 /2"=V-0" 4 g SCALE: 1 /2"=V-0" 4 g SCALE: 1 /2"=V-0" 4 g SCALE: 1 /2"=V-0" 4 8 SCALE: 1 /2"=V-0" 4 8 SEE RFI 23.1 SEE RFI 22, RFI 23.1 0 1 2 3 4 6 1 /2•=1'-O• SURVEYED: SCALE: 1 2"=1 '-0' �= CITY OF RENTON DATE: 1 1 DEC 2005 DESIGNED: DLB VERTICAL: NAVD 1988 � ECONOMIC AND ENGINEERING Planning/Budding/Public Works Dept. DRAWN: Si ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/Jenks SERVICES, INC. PROJECT NO. 3-01-358 RECORD DRAWING 12/05 CHECKED: DLB MAPLEWOOD AT FULL SCALE Consultants 10900 NE 4th STREET, SUITE 1110 REVISION NO. A2 DCN 03 - K/J CLARIFICATION NEB 11/03 DLB APPROVED: SEM WATER TREATMENT AND GOLF COURSE IMPROVEMENTS ACHANGE BY ADDENDA SJ 10/03 DLB DATUM 32001 32nd Avenue South, Suite 100 BELLEVUE, WASHINGTON 98005 IF NOT ONE INCH Federal Way, Washington 98001 SHT NO. RECORD DRAWING 12/05 SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA STRUCTURAL NO. REVISION BY DATE APPR FOUNDATION SECTIONS DWG NO. S8 A B C D E F G H I K L M N UE-12191�31AJAJ 7 W