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HomeMy WebLinkAboutWTR2702953.58J m 0 w Q J 0 Ln N Q0 0 o_ CV N Q w Q 0 0 w cn Q J 3 CD / 3 0 0 U Q) Y / cn C� 0 CK O U w Of 3 0 0 I 0 a U I 0 rrj i Ln 0 rl- O / w 0 Q U Y w Z J L� co Ln N i� ►f-7 9 8 6 5 m m 2 A B C D E F G H I J K L ( M N 0 ( P CMU WALL #5@24" CMU WALL HORIZ REINF (TYP) #7@8" CMU WALL VERT REINF (TYP) #7@8" DOWEL W 2953DB CMU WALL CMU WALL #5@24" CMU WALL #5@24" CMU WALL HORIZ REINF (TYP) f HORIZ REINF (TYP) #7@24" CMU WALL #7@8" CMU WALL VERT REINF (TYP) VERT REINF (TYP) #7@24" DOWEL #7@8" DOWEL A #4@12" EF (TYP) @12" EF #4@12" EF (TYP) - (TYP) #5@12" EF (TYP) o o #6@12" EF, EW, p MATCH d SECTION P/S5 ° FINISH GRADE (VARIES) FINISH GRADE (VARIES) #6@12' #6@12" RFI 31 T&B RFI 31 p RFI 26A Ap •. EL 87.00 RFI 26A ° EL. 87.00 RFI 26A . 0 i FINISH GRADE (VARIES) EL 87.00 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. 3. SEE FOUNDATION PLAN ON S4 FOR LOCATION OF DRAINAGE CHANNEL TO SUMP. OMIT THE 6" DEEP CHANNEL ALONG WALL LINE 9. 4. THE CMU WALL IS ON A 6" HIGH CURB ALONG WALL LINE 6. 5. THE SLAB THICKNESS UNDER THE BACKWASH BASIN, WALL LINE "A", IS 1'-8" THICK AND REINFORCED PER SECTION A THIS DRAWING. A, 6. ADDITIONAL HORIZ BARS @CORNERS ON WALL SECTION A AND F SHALL EXTEND 1/3 OF THE SPAN LENGTH FROM THE FACE OF THE WALL AND SHALL BE FULLY DEVELOPED IN THE WALL W/ A STD 90' BEND. CMU WALL #5@24" CMU WALL HORIZ REINF (TYP) ` #7@16" CMU WALL VERT REINF (TYP) PIPE, SEE M14 FOR LAYOUT #7@16 DOWEL `D & M29 FOR PENETRATION DETAILS (TYP) ##6@12" EF, EW Al = - - . 9 0 . - - I . . . /,\ . \ IN I CD • �� d ° / / / ' o ap ° / / / CD A 4 •. ° 2 U, cn 2 ° 2 2 LLJ o - I/ - aI - p #7@12" EF ° #7@12" EF ° / o / #6@6" DOWELS •. / RFI 26A DOWELS DOWELS I` ~ 6@6" DOWELS ° I� #6@8" (TYP) I\ #5@12 PER 8/3B ° (TYP) © # •.. N M.B. @ HRB • ¢ • (TYP) d I c� ry (TYP) I p EL 84.00 a o o Q EL 84.00 EL. 84.00 EL 84.00 HWL EL. 84.00 (HWL) = I - - = (HWL) ' 4 - o T < / (HWL) L Lc� Ln � Ln 0 � ° #6@10" DOWELS ° �_ #6@10" DOWELS #6@10" DOWELS a 7. (TYP) p (TYP) I (TYP) a #7@12" EF a ° I #6@6" DOWELS ° HORIZ REINF I1 EL 82.00 d ( EL. 82.00 (TYP) ° Al< r o d TO@WALLS N(TYP) ° 22" CLEAR 2Y" CLEAR ° I MODIFIED I MODIFIED MODIFIED • (TYP) (TYP) BACKFILL COMPzzz TO 90% MAX BITUMINOUS SHEET BITUMINOUS SHEET BITUMINOUS SHEET #7@12 EF d ° a (r DRY DENSITY WATERPROOFING I BACKFILL COMPACTED WATERPROOFING BACKFILL WATERPROOFING -1557) VERT REINF a (ASTM D MEMBRANE & TO 90% MAX DRY MEMBRANE & COMPACTED TO MEMBRANE & (TYP) I PROTECTION BOARD I DENSITY (ASTM PROTECTION BOARD I 90% MAX DRY PROTECTION BOARD ° • D-1557) DENSITY (ASTM • d d< cn. I „ Ai p II d D-1557) 4.. �, 2/ CLEAR 2� CLEAR z z • SLEEVES NOT TYP • •' TYP SHOWN SEE ( U, o N o U ~ `D 2Yz" CLEAR ° 12Yz" CLEAR `D 2Y" CLEAR 12Y" CLEAR `D 2Y" CLEAR 1. DETAIL a II @ o NJ o ©z ( ) 1 (TYP.) a' ) 1 ( ) a (TYP.) 1 TYP. TYP. TYP. TYP. 7 9 a #7@12" EF I o N o ° I I • VERT REINF - _ (TYP) d L r-- L- z�tz o p p `_ #7@12" HORIZ °. #7@12" HORIZ #7@12" HORIZ ° 84, MODIFIED I C © REINF I REINF I REINF BITUMINOUS SHEET ° WATERPROOFING ° p MEMBRANE & #8@5" VERT I10. #7@6" VERT REINF #8@5" VERT p, I #7@6" VERT REINF #8@5" VERT . PROTECTION BOARD REINF REINF REINF 1'-3" (TYP) a a a °. cn '4 p II cn� � II II •. w • II z � 1'-3" (TYP) I1 1'-3" (TYP) II 1'-3" (TYP) ° N O l'-3" (TYP) N E U ° #7@12" EF I #9@6" DOWELS a I #9@6" DOWELS ° I #9@6" DOWELS ° DOWELS #7@12" EF a o zQ (TYP) (TYP) (TYP) • ° (TYP) DOWELS o CD 03 = cn #7@5" DOWELS ° ° . ( #7@5" DOWELS I #7@5" DOWELS 6" STARTER WALL (TYP) a I o \ (TYP) I (TYP) a 1 (TYP) �d W/ 6" RIBBED PVC 6" STARTER WALL ° I m in d ( - 6" STARTER WALL W/ 6" WATERSTOP & W/ 6" RIBBED PVC I N © © ° I � RIBBED PVC WATERSTOP I r ) 6" STARTER WALL 6" STARTER WALL 2"x6' KEY (TYP) WATERSTOP & 2"x6" n W/ 6" RIBBED PVC 3'-4y" & 2"x6" KEY (TYP) ° W/ 6" RIBBED PVC REMOVED RFI 51 KEY (TYP) 2'-0„ WATERSTOP & ° 2'-0" 1'-4Y„ WATERSTOP & Q ° a 2"x6" KEY (TYP) SEE NOTE #3 2"x6" KEY (TYP) SLOPE L� _ EL 67.00 - _ _ EL 67.00 + EL. 67.00 .SLOPE CMU WALL #5@24" CMU WALL HORIZ REINF (TYP) #5@24" CMU WALL VERT REINF (TYP) #5@24" DOWEL N #4@12" p EF (TYP) :*z w #6@12" a . 0 0 EF, EW Y, w .p Uw FINISH GRADE (VARIES) EL. 87.00 FINISH GRADE _ EL 87.00 i • (VARIES) j\\ /X, RFI 31 4 I/ RFI 26A I� • #6@6" DOWELS II (TYP) 17 EL 84.00 N • - (HWL) •. 0 #6@10" DOWELS ° (TYP) p d • I • • ( MODIFIED 0V° MODIFIED BITUMINOUS SHEET BITUMINOUS WATERPROOFING I BACKFILL SHEET MEMBRANE & p° COMPACTED TO WATERPROOFING PROTECTION BOARD I 90% MAX DRY MEMBRANE & DENSITY (ASTM PROTECTION p D-1557) •� BOARD I - _ . I `1 2Y" CLEAR 112y" CLEAR 1 (I #5@12" 6 (TYP) 1 (TYP) �2 HORIZ Q • #5@8" 10 9 8 7 6 d VERT #7@12" HORIZJ • ( REINF II 8" (TYP) • #8@5" VERT a I #7@6" VERT REINF REINF BACKFILL II COMPACTED TO II •. 1 90% MAX DRY 1'-3" (TYP.) p ( DENSITY (ASTM • D-1557) 4 #9@6" DOWELS • I (TYP) #7@5" DOWELS (TYP) 1 • I 6" STARTER WALL I �' W/ 6" RIBBED PVC ° • 8" WATERSTOP & 2'- 0 2"x6" KEY (TYP) p _ EL 67.0 o 0<,. - -EL. 67.00 �0 3 °0 ad _ p•.. .° _ _ ° a a 3" CLEAR (TYP.) - N p 3" CLEAR (TYP) ca N N d ° _ d. 3„ CLEAR A2 ° .�. d 3" CLEAR ° 2 _ _ 1 .dp d� ° °. S CLEAR (TYP) - . . �! -. . . .. a c. (TYP) - - ° . . _ . . . . . . . . . . ..p . . . . . (TYP) .\��1�.]/L.\\�// / \// // \//�/�\//\//\ c.0 //� /\/ • •/ \//\//\//\//\//\//\//\//\ \ / �/i // ./�1.,/1L./�/�(�V/// / /.1L /// / / / //i //j / / ��.1��/�i �/ ./L� / / / / �/i // .//1�1. La/�La///i/ /// // / / /\NNI/\\/\/\/\/\/\/\/\/\/\/\/ L.il iti�,64L d.�.L\.bL.�� oOD°o0 Op o0 O J oOD°o0 Op o 00 \��// // // / // // // 5000 o0 Oa o0000 °oo°oo° o°oo° c °oo°oo° 00 oc 6@12" EF 7@7" goo°° 00 v0 of °0°° ° \ \ \ \ \ \ # # 7@8„ uwuwu vu vu vu vu• Do po Do Jo Do0 00 \ \\ \ \\ \\ \\ # O°o �" poovooe °oo °oC eO D D DoOpeo ioOp°oop°oD°o0 °O �o°o°°00°00°00 op°o0 #6 @10" O°oo°o0°0� #7@9"°o°°op Cr / /�.i �, �/i v a v a o °o °o °o °o o # # ,�\(/ ° ° ° ° ° 6" AGGREGATE BASE 6@12" 7@7" °woe °ao °o°e 6" AGGREGATE BASE "�yL �oopoopo p`oo°poo ,7oOp°o0`po0 oapc0� EF o°o0°p000 $OopO ,0ao0poo6o. o600po0p / °00°00°0 °o°°o0 6" AGGREGATE BASE Opo0po0poODoOpoODoOL 6" AGGREGATE BASE ° EF 6" AGGREGATE BASE RFI 23.1 ,00poopoo oapo t S ECTI 0 N rD '` COMPACT TO 95% MAX COMPACT TO 95%EF o0°00°00°0( o°°o°°o°° Co0po0°poo°poop°oOD°oOp° COMPACT TO 95% MAX 0 °0 ° ao D°� voUpo�✓oUp°oOpoOD°oOp #6@10" #7@9 '° e° °° ° °°0g°°g°°g°° °°g� ° ° ^ ° COMPACT TO 95% MAX #7@8 °°o° ° °°o MAX DRY DENSITY oD,o ooa 0 COMPACT TO 95% MAX. RFI 31 e°a°�a°'a° °°ac ° as°ap,aaoap o,� 0poapoapooa a°` ° 0 00°00°00°00°00 oo°oo 00 00°00°00°00°00°00 00 #6@8" #8@6" #7@6" aaoaaooao aooaoao °ooaoovoa oa o0 oa oa°oo°oa oa^ EF EF 0 o a B a v D D poap,apoop D° DRY DENSITY SCALE: 1 2"=1'-0" oo a o0 0 DRY DENSITY ° DRY DENSITY ° ° ° ° ° 6'woo°omiai EF >°°oo 00 00°00 00 =o oo°oo°o°°o°°oo 00 00°00 moo°oo°oo°oo°o ° ° ° ° ° ° DRY DENSITY oe °a °° o ° °° °° ° ° ,p o0'p oOp'00po0p oOpo / 4 7 �00 00 00 00 °aDoC �o°oOpooDOoo op�Oo �xxoC �Op°o0po0°poODoO oo SEE NOTE #2 ' a� ° ° ° ° ° °"°° °0°°0°°0 GEOTEXTILE CLOTH °a° D° ``°pp° GEOTEXTILE CLOTH D G e e e e e e D D Do von 00 00°0��jj oC °0o°o0°c Po°°o° °°°op o0°o°°op°op°oo°oa 1 ° °p ooDooD oODo °oe ,^ n°.,n..n°., ��°nn n� D D D D D D D D9 GEOTEXTILE CLOTH �00 °° 2 °,9n°9n °9n °vn9an°^ `->n°nA- °.,n nr ,�oDoap°110aD01GEOTEXTILE CLOTH GEOTEXTILE CLOTH 24" CRUSHED 24" CRUSHED 24" CRUSHED ROCK/QUARRY ROCK #2 QUARRY SPALLS, SEE NOTE # ROCK/QUARRY SPALLS, SEE NOTE #2 SECTION A SPALLS SECTION rB-' SECTION C SCALE: 1/2"=V-0" 4 7 SCALE: 1/2"=1'-O" 4 7 SEE RFI 45-16 SCALE: 1/2"=V-0" 4 7 NOTE AS SHOWN ON LINE F SIMILAR ON LINE A (SEE NOTE #5) 1 SURVEYED: SCALE: AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Kennedy/Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, Washington 98001 DESIGNED: DLB ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWN: Si RECORD DRAWING 12/05 CHECKED: DLB A2 DCN 03 - K/J CLARIFICATION NEB 11/03 DLB APPROVED: SEM Ai CHANGE BY ADDENDA SJ 10/03 DLB - RECORD DRAWING 12 / 05 NO. REVISION BY DATE APPR A I B C D E F G H ECONOMIC AND ENGINEERING SERVICES, INC. 10900 NE 4th STREET, SUITE 1110 BELLEVUE,, WASHINGTON 98005 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA J K pd .p e N p ° 4 d d G ,° d d 4 ° a p" RFI 37 I1 #7@6" EW I I i II BACKFILI I COMPACTED TO 2y" CLEAR 90% MAX. DRY (TYP.) DENSITY (ASTM D-1557) REF RFI #91� II II (10/6/04) #7@6" VERT REINF I #5@8„ DOWELS 11 I \/ r ;AWING 24" CRUSHED ROCK/QUARRY 24 CRUSHED SPALLS, SEE NOTE #2 ROCK/QUARRY --PARED BASED ON INFORMATION SECTION E SPALLS, SEE S. KENNEDY/JENKS CONSULTANTS NOTE #2 OMPLETENESS OF INFORMATION SCALE: 1 /2"=1'-0" 4 7 ARRANT THE ACCURACY OR p 2 3 4 6 NGS. USERS OF THESE RECORD RESULTING FROM THEIR USE. - CITY OF RENTON DATE: 1 DEC 2005 Planning/Building/Public Works Dept. MAPLEWOOD PROJECT No. 3-01-358 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No. STRUCTURAL SHT No. FOUNDATION SECTIONS DWG No. S7 L M N W-2953AA 1A