Loading...
HomeMy WebLinkAboutS-072005s r11V UEL !D T`YoE I TYPE Ir LIVER e RE -STL. ,L, /AIER A2 RE -STL. 72" l/ GA. "'6 na /d" QUOTE" 3 041F 76" 3 6A. '16 0 /B" VOTE 3 A10A1E 90" 764, 060 15 " A10 TE 3 410 le 96" O GA• ''6 ta 16" A10 TE 3 z/OAvE DETAIL A VAR LINER PLATE WITH CAST —IN PLACE LINING TUAXE"L ID TYPE I TYPE I STL. R IBS RE-,M STL . R /BS RE -STL. 7E" 4177,09-'6 16 Qa /B" "0rE 7 A/O�(!E 78" 4I 7.7' /0 3'-6 -16 e /8" AJOTE 7 A10AIE 90" 4 17.77�a 3_ =0 "6 (M 15" A10 TE 7 NOC/E 96" 4I 77'I3 =0 I "6 A10 TE 7 410A1E 4 6 r /4 4 VE ,rfz M,IY PR ;4'L /A1E �ETsJ /L -r z TL/A1,UEL /O TYPE I TYPE 2r 4 WER A?- R_C P L /A/1 R 0- RCP ,2_2 GA. CLASS n" YOrEf CLASS l B" 9 GA. j0L1455Zr 900E 3 CLASS I 901" 7 GA, CLASS II CL ASS E A107F 3 CLASS I 06" 5 GA. A/O TE J CL ASS I. DETAIL rc""� VAR LINER PLATE WITH RCP LINER s 5 4 9 it 10 `%Y/AlA./EG /D , TYPE I T ✓PE II STL. R /BS RCP STL R /BS RCP , 72" 4r 7.7'��.3 =6 CLA55i.a AlOTE 7 A10TE 7 CLASS I CL ASS I 76'' 4I 7.7 "na 3'- 6 CL ASS II 90 " 4I 7.7V 3.0 CL ASS IJ CLASS LT A/OTE 7 CL ASS I CLASS I 96" 4I77V 3.0 A10TE 7 Q ;7 8 7 to TUA/A/EL TYPE -T rYPE d . JD ACP STEEL RIBS R C P SrL. R/B.S 72'' CLASS 17 6 B 200 3'- 6 CLASS I A/O TE 7 76" CLASSZT 69200 3=0 '01-.455 I A/OTE 7 90" CLASS lI 6 B20na P =6 CLASS I "OTE 7 96" GL ASSZZ (of1�25a�2 =9 CLASS I A/OTE 7 DETAIL vAR HORSESHOE WITH RCP LINER .1O 0 P 12. SILL - Sill shall be provided at each rib set of a length and width as required. 13. 5PREADER - Steel spreader shall be provided as required. 14. LONGITUDINAL REINFORCING - Longitudinal reinforcing in Type f cast -in -place �ning shall be #5 Wk/AIEG /D /MEXu3' /O 5 20 y ty -` Mtnftt1M 72- ", maximum 96 -Inch. See spcclflcaf aM IM 60 t . 9 2. CAST -IN -PLACE LINING -Concrete shall be Type C with minimum of 6 -1/2 sacks of 7 cement per cubic yard and 28 -day ultimate strength, f c - 5,000 psi. .3. LINER PLATES - Liner plates shall be similar to those manufactured-by. Commercial , 2 " Shearing stamping Co. Except for minimum thickness specified for Type 1 section, /Z'' liner plate e thickness shall be the Contractor's option subject to the requirements '7 /O" contained in the specifications. 4. GROUT OUTLETS - A set of 4 outlets shall be provided at 4' -0 o/c maximum for grouting a /O" voids outside o liner plate or steel lagging. � 5. 1 GROUT HOLES - Holes for grouting voids between concrete lining or concrete fill end A10 TE 7 the tunnel support shall be spaced at 10' o/c maximum with at least one hole between e each rib set. 16. "A" LINE - No tunnel supports will -be permitted to pmject with in the 'A" Iine. 7. STRUCTURAL STEEL RIBS - Except for minimum size specified for Type 1 section , size an spacing o ri s s all be the Contractors option subject to the requirements 1 16'' contained in the specifications. rr 8. STEEL LAGGING OR LINER PLATE - Type shall be the Contractor's option subject to Joints be tight Z10A.IE e requirements contained in a specifications. shall sufficiently to permit grouting of voids outside tunnel supports. 9. PRECAST RCP - Pipe shall be ASTM C76, class as specified. Re -steel shall be two circular cages. 0- 10. CONCRETE FALL HOLES - Fill holes shall be formed or cored in RCP for filling voids bee Nei een outside of RCP and tunnel supports. 11. FILL CONCRETE ; Fill concrete shall be Type D concrete with 28 -dap ultimate strengfll o si minimum .1O 0 P 12. SILL - Sill shall be provided at each rib set of a length and width as required. 13. 5PREADER - Steel spreader shall be provided as required. 14. LONGITUDINAL REINFORCING - Longitudinal reinforcing in Type f cast -in -place �ning shall be #5 Wk/AIEG /D /MEXu3' /O TYpE I TYPE a X Y STEEL FT /BS RE- 5rL. STL. RIBS RE- 574, , 2 " /O'' /Z'' 6820 3 =6 '7 /O" AJOTE 7 A/OA/E 76 " /O" /3" 6 8P00 3'- 0 417 V // " A10 TE 7 AIOAI E 90" /2" 1 /51' 6 B20Ga 2- 6 07 na /Z" AJO TE 7 A10AIE /Z" 1 16'' 7 0 12" 410 TE 7 Z10A.IE 5' lip J 0 -TYPE 6f,% 6" WS 7F WNEAl RE-57L l5 REQt STOP LONG /T 57'L e CONSTR Jr TYP TRANSV. CONSTR . JT J OOIVOVQN JACOBS, CONSULTING TUNNEL ENGINEER . B VAF R ' w_ y`r Z ��` • CAL °2c*D E T A IL "DETAIL DETAIL AS CONSTRUCTED G. o DATE ��aRCH r 2 F � _ STEEL RIBS WITH -CAST—IN PLACE LINING STEEL RIBS WITH RCP LINER HORSESHOE WITH CAST —IN PLACE LINING T,. G �o � �o THIS DRAWING REDUCED , e, 0/ �\� mss /LIST l04Ca3 TO HALF SIZE ,�// /+ DRAWING NUMBER DESIGNED f�1�7Ci W METROPOLITAN ENGINEERS M U N I C I PA L I T Y O F METROPOLITAN S E T T L E FILE R 202 RENTON ..,TYPICAL AL TUNNEL SECTIONS G 5 SHEET NUMBER DRAWN /ACC BROWN AND CALDWELL CAREY AND KRAMER � J scnl_E NO SCALE SYSTEM � /'/+ HILL AND INGMAN SUBMITTED —__ - RECOMMENDED w _ APPROVED APPROVED APPROVE S CHECKED w ` R w BECK AND ASSOCIATES Design Engineer - Metropolitan Engineers Project Engineer - etropolitan En sneers Chief Enyineer Mefio Bran Engineers for Merropolron Engineers For Muncipa�ity of Metropolitan Seattle GATE DEC. 1962 " OF