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HomeMy WebLinkAboutTED4001825.36(t AS -BUILT ABUTMENT WALL PILE CONCRETE CLASS AX FOR CONCRETE BARRIER SPECIAL TYPE 4 — — AD-1 WALL VERTS AS REQ'D TO PROVIDE 2'/ CLR TO SANITARY SEWER. SANITARY SEWER CUT ='�_4 BARS AS REQ'D AT CATCH BASIN CONSTRUCTION JOINT UNDERDRAIN GEOTEXTILE•, EXTEND UP TI MBIER LAGGING TO TOP OF ROADWAY AND ALONG MANHOLE WALL CONSTRUCTION JOINT ° FOR ADDIL TYPICAL BARRIER AND FOOTING DETAILS NOT SHOWN, SEE ATTACHMENT "H' 31'-9" TO (� OAKESDALE 0 CATCH BASIN 2— -*4 NORIZ BARS TYPICAL T � B ° ° 6 b D ' SLOPE 2 2-G'ILG A307 BOLTS IN FLUSH SHELLS, EQL SP 0 3 SIDES OF EMBEDDED PORTION OF CATCH BASIN (TYP T� B) ------- :D o a ' FOOTING BEHIND 0 o � QG lil-nl_I II _lu = UNDERDRAIN =111= =III ul- - nl n. ,�e� I a • n D D s. .u.. ° EX/STING CATCH BASIN, TYPE IT i WEST BARRIER AT CATCH BASIN 3 "MIN AIR SPACE BETWEEN FOOTING AND FASCIA WALL FASCIA WALL THICKNESS VARIES. PROVIDE G'/ MAXI MUM. #G 0 G'/ ORIZ #4 � H , 12" VEfRT W/1'- 0" MIN EXTENSION BEYOND TOP OF WALL m � _z W � X Q W W Q AS BUILT PILE AND PILE WALL NOTES 1. FOR ADD'L DETAILS, SEE ATTACHMENT 2. THIS DETAIL APPLIES FROM STA 15 4 25,38 TO STA 15 + 52. 88 3'- 10 " KNTS ) CONS / STENT FTG WIDTH b . u Iu CO NCR ETE BA RR IER , TYPE 2 30'-0" TO (p OAKESDALE ip- 4 - #4 EQL SP T , B 3� Sri #4 (d 12 /' SLOPE 2 *4 (2D 12// 211 CLR oo.00 V MIN CONCRETE CLASS B FOR FOOTING FOR PIPE ENCASEMENT REINF•, SEE SANITARY r SEWER ENCASEMENT •;o o� ..� .o r 30L 2" TO OAKESDALE WEST BARRIER —PILE SUPPORTED WALL N, s NOTE 1. THIS DETAIL APPLIES FROM STA 13 434-. 88 TO STA 13 +58.88 SW C. UP. RETAINING WALL 1/2 JOINT SEALANT W/BACKING ROD 2- 3/4" DIA x 9/1 LG WEDGE ANCHORS (0 5'— O'/ O.C. rPROVI DE 3 %4" M/N EMBEDMENT AND OVER SIZE WASHERS — CONCRETE CL,A S S AX CONCRETE ,BARRIER TYPE 4 W QLj VARrL-5 - CONCRETE CLASS B FOR FOOTING n ° e ' 7// 3/_4 � SLOPE 1/4" / 30'--O" TO OAKE•SOALE" L. W 2/ Ol/ CONCRETE CLASS B FOR SEWERLINE ENCASEMENT CONSTRUCTION JOINT D 1 O D '° gib • . b c) o� ' DU•od . p c' EL VARIES cQ IS ALTERNATE BEND ° ' • J DIRECTIONS, FIELD BEND Dnv _G"MIN - SLOPE 2 0 3 - -/t4 CONTINUOUS PROVIDE 2' OVERLAP 8" TYP. _ 3" CLR III=111=11 TYP III — .p D � I�111� UNDERDRAIN �` O •'o� 11�111-111=111-111 6� • 30'--2" TO (t OAKESDALE • � -moo WEST BARB/ER — SW RETAINING WALL W CONCRETE CLASS AX FOR RETAINING WALL TYPICAL RETAINING WALL REINFORCING -� EXTEND Y UNDERDRAIN GEOTEXTILE b: FABRIC vO� NOTE f. FOR BARRIER DETAILS, SEE ATTACHMENT ';4" 2. THIS DETAIL APPLIES FROM STA 15 + 5 2. 88 TO STA f54 GO.88 NW CIF RETAINING WALL 30'-0" TO IT OAKESDALE EL VARIES FASCIA WALL DRAIN PILE ORIENTATION VARIES - CONSTRUCTION JOINT 4- #5 IN BARRIER 3" DIA x 3 "LG STYROFOAM INSULATION WRAP ON 2 5/8 "D/A x G'/ LG WELDED H,A.S• �2D 1'-G" O_C USE ONE WELDED HA.S. (2D SANITARY SEWER. 1-#4EF.— G - :�f4 CONT W L]:14 0 12 " LAP I' -G'/ 2=2" MIN H11WALL_ VERTS SANITARY SEWER LOCATION VARIES IN FTG EXTEND TIMBER LAGGING AS REQ'D TO BELOW BOTTOM OF EXCAVATION - FUTURE FASCIA WALL VARIES #4 (5> 12'/ T ADJ SP TO PROVIDE 1 %z" MIN -a" CLR TO STYROFOAM _ ISOLATION WRAPS. CUT 1 -o LEG AS 7// REQ`D AT CONFLICTS W/SAN SEWER 9" 30'-O"TO (V OAKESDALE /� 3" REVEAL Cal C. J. CONCRETE CLASS AX FOR CONCRETE w BARRIER, SPECIAL TYPE ¢ Z 2'-O'r _� � 3 - #4 � 12 /' TOP EQL SF' V SLOPE 22 STOP OF ROAD WAY b — .y a --- ' D \�� 2 "CLR � t�i °� a' TYP #4 0 12'f PROVIDE 1'-O" STD � \ •y '_ 90" BEND 0 SAN SEWER - O- #4• STM, ADJ SP 0 • SANITARY SEWER rrrn 111=111�1)I-1)I— W� -CONSTRUCTION JOINT UNDERDRAIN GEOTEXTI LE. EXTEND UP FACE OF TIMBER LAGGING TO TOP OF ROADWA Y -2" MIN CRUSHED SURFACING BASE COURSE NOTES 1. PLACE FOOTING AND BARRIER TO CONSTRUCTION JOINT 0 REVEAL 2. SEE NOTE 2 FOR ATTACHMENT C 3. THIS DETAIL APPLIES FROM STA f3 -/- 81.38 TO STA 15 + 15.00 WEST BARRIER —ABUTMENT WALL I I 3'— 10 // (N.T, S .) r CONSTANT FTG WIDTH 30'-O'/ TO OAKESDALE _ lij J -CONCRETE BARRIER, TYPE 2 6. j -4 - #4 EQL SP, T ` B v 31-G//` �4 0 1z // I�1 1 TOP OF a SLOPE 2% ROADWAY . p A � • \ I> A N I TYP h"' #4 0 12'; LENGTH VARIES . -f'-O" M1N A ' CONS TRUCTION JOINT UNDERDRAIN cD UNDERDRAIN GEOTEXTI LE o EXTEND UP TIMBER LAGGING TO TOP OF RDW Y GRAVEL BACKFILL FOR DRAIN 30'-2" TO (t OAKESDALE 11 T NOTES 1, SEE NOTE 2 FOR ATTACHMENT C j 2. THIS DETAIL APPLIES FROM STA 134-58.88 TO STA f3 + 8 /. 38 FOR WEST BARRIER 0 1 #4 © 12'/ II SOUTH END. o�.U, o00 �� LAP 1' Ol'MlN n;! 1 CONSTRUCTION JOINT - WEST BARRIER PILE SUPPORTED WALL � CRUSHED SURFACING `''i� \�� .•• , , . • BASE COURSE �`�r� � �� " /V,TS. 8 CONTRACTOR DESIGNED o RECORD DRAWINGS / // 2—O �9 CONSTRUCTION SLOPE P O. TY,I Revisions Drawn b YA SQAXOp 29'- I'TO OAKESDALE" 1'-0"CFIELD BEND) w 2� O" #4 ( 1D Q :' OVERLAP : UNDERDRAIN SANITARY SEWER ° 6 8 - #4 EQL SP D p 6 D " GEO TEXTI L,E ----7 311CLFR C9 1 TYP 2, 1 `� \I u 3" MIN AIR SPACE BETWEEN FTG AND FASCIA WALL, WIDTH VARIES FASCIA WALL THICKNESS VARIES, PROVIDE G"MAX.- PROVIDE TEMPORARY STYROF-OAM FILLER, LEAVE IN PLACE UNTIL PERMANENT C. I P. BARRIER /S PLACED FASCIA WALL DRAIN -7�& G C�) G " - C D 12' VERT. EXTEND 1 '- G" MIN ABOVE TOP OF FASCIA WALL -� SANITARY SEWER LOCATION IN FTG VARIES ATTACH C.I.P. FASCIA TO THE EXISTING PILES PER ORIGINAL CONTRACT DOCUMENT, SECTION A, SHEET 32 OF 35. BEND WELDED H.A.S. AS REQ �D TO PROVIDE I V2"CLR TO FRONT FACE OF FASCIA WALL. -- CONCRETE CLASS B FOR FOOTING CONCRETE CLA S S B FOR �o O y ate CITY OF R E N T O N SF_WERLINE ENCASEMENT �=lll`II =11► 11 =III= � THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON] r THE BASIS OF INFORMATION COMPILED BY OTHERS. THEY ARE THE OF PUBLIC WORKS a �' • `a/ NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION, TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR WEST BARRIER I V RE� RECOROMISSIONS D DRAWINGS. WHICH HAVE BEEN INCORPORATED INTO THE W AINING WALL NTS 4Au ISUILT DESIGNED ©L >� DATE_ FILE NO._ — �.. DRAWN I LJCWE CHECKED SCALE FIELD BOOK PAGE_ /� NO. REVISION BY APPR. DATE APPROVED— SHEET OF_ DIPZCTOR OF PUBLIC WORKS e �' / SCANNED MAR 2 8 2003 4 FERGUSON & SONS INC 91704