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HomeMy WebLinkAboutTED4001860.3A a r n c r � u sm A. ... . . ADUTMENT WIN6WALL TRAFFIC, BARRIER -� 41, l(o'-o 5EE DRAWIN& #5 EPDXY COATED -- - 5 5 17 - ` 5 @ 12" = I G'- O Q z � 5EE AF3UTMENT TRArFIC BARRIER 3 I ELEVATION NOT SHOWN -SEE SZ PIE12 I EL t 19.43 �5 GPDXf COATED SECTION 3/52 /pierz 4 EL 117.44 o 00 000°�o°o00 (4) 60LT5 ° o°o°00000 PIER I ONLY �o a o°oo oo°o o o °O S\ GRAVEL 16ACKFILL (FULL ° 000° po00° o LEN6TH Hel6HT 0P WALL) �0 4 �� N Q o° 7 0000°°°9 I S 2 J� 12 CrENING — 2 w 000 ono 0° o I' = S25 Go' 12" t' SQL 00 O� ODOO o�00�At opt°oo0opo0 q%2" § O 3 N — ;; - o SLAB BEARIN(a S2 (o EACH SAGE 17'- 3 17'- 3 1 3 9 6@ 4 0 32 -O 1-3 ABUTMENT PLAN 3 I If WINGWALL ELEVATION SECTION s20. SCALE: /4 - I - 0 PIER 4 SHOWN SCALE : 3/8"= I'-0 SCALE: 3/4" = If-0 f l E 1 12'' vwrfE , L- NE OfO�1TE I'If'ND I' TOP OE SLAE3 3 PIA HOLE FOR 12 WATER. LINE � 13EA121NCa TOP OE ABUTMENT EL, 114,69 CJ P1Ele 41'�\ A 1' 0 I'-0 U�,E 3/z3'' ED(aER S2 +� I I'-0 WEsr E I. �1�p.z0 plEle 1 0 IS-0 EAST I -#5 x 2'-0 EA FACE 2-#5 GONTji 6OMPRE55ION SEAL 3 I TYP 4 SIDES g WATSON-BOWMAN OR EQUAL PREPORMEP JOINT FILLER 17 � „ o 8 x 2'- 4 (SEAL HEIGHT 4 DETAIL BELOW 5EAL 12 _ �, I PER MANLI FACTU RERS PIER I E.L. 119.05 1=3 4' O 1 -#g x 2'- 4 (TYP OF I PIER I EL 119.97 PIE12 I EL 119.693 0 '#5 0 12'' 2, 0 N RECOMMENDATIONS) t=OR GONG SLAB REINF PIER 4 EL 118.12 TYP q EACH PIERS 1 � 4) pIER 4 EL 118.4(o PIE►2 A EL 118.12 5EE SHEET 54 SLAB VOIDS 10''TYP 2- � GONT -¢ z S-3 d7 NOSE 3 SEE 5HEC-T 54 N ` 13EA12t1\16 _ � InIINCaWALL N — 5EE WIN6WALL ► -�/z ELEVATION flL I O \ \�' 3 W F --- o, w w _ Ft .5x5x /3 2 NUTS _ o I o #lo # to @ 12'' 5TAI NLESS 5( EL Q TYP. 4 PLfY. E 30o # 5 G 12 " r (d�� O TYP OF 32 EACH FAC,� Q __ � PIER I EL 110.97 � GONG MILE -- -- -- PIE12 4 EL 109.4CO / # `r = P>ELO1n1 #Co G 12 �G�'+11U< LL P(�DtJNp �o TOl- Z I'-O I'-O , 1'-O , 1'-O I'-D21/2 STD PIPE x 2 3" to SPA Q I I " Co SPA Gd 11l0 5PA Gd 1 1' to SPA @ 11" 3" �, � �� - Z"( 11/4'' x 12" x 34'- to 10 (9 TYP EACH 4 - I X 3 9 STAINLESS i ELA5TOMEIZIC BEARING — ABUTM NT) GU NOT -4, 4L STEEL ROD 0 PIEK I ONLY O / PAD (SEGU t2E PAD WITH SILL W1 CONC, - 71 ROADWAY THREAD �'�MIN.@EACIt END I EPDXY ADHESIVE @ TOP # 'PLACE ON Zo0"tBOLTBOTTOM OF PAD)EA AI3LI�MENT)pl0 7 - l0 2 3 CI CLE C°%30 FROM f�bRIZ,7 to7 to R � GONG PILE FO12 ABUTMENT WALL 4 - 3" VIA WEEP HOLES @ 8'-0 = 24' O 5'-3 SEE DETAIL A/53 -I'-0 I'-0 REM: - 5EE SECTION 1/52 SEE AL3LJTMENT EI,�VATION , I 1-o i-o 14?6 00 3 s2 a• ABUTMENT ELEVATION SECTION S2 SECTION S2 SECTION s2 1 SCALE: I/ I' = II 0 SCALE: 1/ = I�-0 SCALE: 3/ = I'-0 SCALE : = - 1 4 2 4 3/ I0 4 R. PIER 4 5IH0WN ®�AskH$` .�• PIEK 1 12WATE9 LINE OPENING ���� ��'� ��° '� ,� o� � g h, �*� APPROVED ,FOR CONSTRUCTION OI`POS1TE i t AN D - CI Y OF Rf NTON PUBLIC WORK DIRECTOP DATE ONE I NCH `�W-749A/SHT 6 OF 22 tMAd ���� ocs.r AS CONSTRUCTED AT FULL SIZE MAIL IF NOT ONE INCH DATE FEB. 1985 SCALE ACCORDINGLY I P—EVISE PIPE- HAMCiFR LOCA.T16 DN 3/3DESIGNED METRO • DATE JAN '84 W �/6 M J. M I1� municipality of Metropolitan Seattle BROWN AND RENTON TREATMENT PLANT o�AwN SCALE: ARMs:A00262 CALDWELL De/oni A5 NOTED S. W. 7th STREET BRIDGE FILE: CONSULTING ENGINEERS REcoMMENo� Engineers Architects Planners ENLARGEMENT B E 144uAo�1 � ABUTMENT &WINGWALL DETAILS DRAWING NUMBER T O ��lf0 SEATTLE, WASHINGTON S 2 P V NO R E V I S 1 0 N BY 0 A T E SHEET I IOF 22 i TELEDYNE POST N30824 A C D E F G l� --- � 7 SCANNED MIAR-H 2 8 2003 m y z 0 o X �°n ryri CD J� z td d m