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HomeMy WebLinkAbout3061-3N I BOX SIZE 12'x8' 12'x8' 12'x8' 1 O' x8' 10'x8' 10'x8' 10' x 8' BOX SECTION D E E G H I J DESIGN COVER AT '-0" 6'-0" TO 8'-0" 8'-1" TO 10'-0" AT 4' O" 4'-1" TO 6'-0" 6 —1" TO 8'-0' 8 1" TO 10$— WIDTH W 12 0" 12'-0" 12'-0" 10' 0" 10'-0" 10'-0" 10'-0" HEIGHT H 8'— 8'-0" 8'-0" '-0" 8'-0" 8'-0" 8'-0" TOP SLAB THICKNESS T1 11" 12 3/4" 14 1/4" to9 1/2" 10 1/2"/ 12" SIDE WALL THICKNESS T2 8" 8" 8 1/2" z8" 8" 8" 8" CENTER WALL THICKNESS T4 8" 8" 8" 8" 8" 8" 8" BOTTOM SLAB THICKNESS T3 12 1/4" 14" 15 3/4" 10" 10 1/201 12" 13 1 /1" CONCRETE COVER (2" min.) Y 2" 2" 2" Z 2" 2" 2" 2" B BAR SIZE & SPACING #4 @ 18" 4 ® 18" #4 @ 18" #4 @ 15" #4 ® 18" @ 1 @ 1 ' BARS LENGTH 25'-9" 5'-9" 25'-10' 21'-9" 21'-9" 1'-9' 1'-9' 131 BAR SIZE & SPACING #9--@ 18" #9\@ 18" #9 ® of #7 @ 15 ®18 of# # ® 1 ® 1 of#8 BARS LENGTH 25 P-9002a9yy 25t/1 Opp 21'-9 of21 —9 1 —9 1 —9 BAR SIZE & SPACING #4 ® 12" #4 ® 2" #4 12" #4 @ 12" #4 ® 12" #4 ® 2" #4 ® 2" C HORIZ. LENGTH 4'-8 1 /2" 4'-8 1 2" '-9" 4'-0" 4'-2 1 /2" 4 — 1 /2" '— 1 /2" BARS VERT. LENGTH 8'-4" 8'-6" 8'-7 1/2" 8'-2" 8'-2 1/2"_ 8 of 8 — " BAR SIZE & SPACING #4 ® 12" #4 © 12" #4 ® 12" #4 CSD 12" #4 ® 12" #4 12" #4 12" C1 HORIZ. LENGTH 1'-9" 1'-9 1/2" Nj 1'-10" 1'-7 1/2" 1'-8" 1'— 1/2" 1' 1/2109 BARS VERT. LENGTH 2'-6" 2'-1 1 /2" 8'-7 1 /2" 2'-3" 2'-2 1 /2" 1'— 1" 1'— 0 1/2" BAR SIZE & SPACING #4 ® 12" #4 ® 12" #4 ® 12" #4 ® 12" #4 ® 12" #4 12" #4 12" C2 BARS HORIZ. LENGTH 4'-8 1 /2" 4'-8 11t 4'-9" 3'-7 1 /2" 4'-2 1 /2" 4' 1/2" 4' 1/210 VERT. LENGTH 2'-5" 2'-6 1 /2" '-8 1/2" 2'-2 1 /2" 2'-4 1/2$$ 2' 4 1 /2" 2 6 ' BAR SIZE. & SPACING #4 ® 12to #4 0 f2 #4 ® 12 19 #4 @ 12 #4 CSD 12 #4 ® 2 to # ® 2 of C3 BARS HORIZ. LENGTH 1'-7 1/2" 1'— 1/2" 1'— of 1'-6 1/2" 1'-7" 1 —7' '-7 1 /2" VERT. LENGTH 2'-5" 2' 6 1 /2" 29-8\1 /2" 2'-2 1 /2" 2'-4 1 /2" '-4 1/2'$ '-6' D BAR SIZE & SPACING #4 @ 18" #4 ® 18" #4 @ 1)K' #4 @ 18" #4 ® 18" 44 @ 1118 of 4 ® 1 of BARS VERT LENGTH 9'-8" Z 9'-11 1/2" 10'-3" 9'-4 1/2$$ 9'-4 1 /2" 9'-7 /2" 97-10 1 2 F BAR SIZE &SPACING #4®18 Z #4018 #4@18 #4015 #4015 4@1 of k4®1 of BARS LENGTH 25,-9" 25-9" 25'-10" 21,-9" 21'-9" 21,-9„ 21,-9„ F1 BAR SIZE & SPACING #9 0 18" #9 @ 18" #9 ® 18" #7 ® 15" #8 0 15" #8 @18 #8 ® 15' BARS I LENGTH 25'-9" 25-9" 25'-10" 21'-9" 21'-9" 21'-9" 21'-9" G BAR SIZE & SPACING #5 ® 9" #5 @ 9" #8 @ 12" ® 12" #5 ® 9" #5 @ 9" #7 ® 12" BARS LENGTH 18t—%p 18'-8" 18'-8" '-8 1 /2" 15'-8 1/2"— 15-8 1 of 15'-8 1 /to G1 BAR SIZE & SPACING #7 9" #7 @ 9" #4 ® 12" #5 9" 7 @ 9" 7 ® 9" #4 ® 12" BARS I LENGTH 5' 7" 5'-11" 4'-11" 7)—N 4'-8 1 /2" 4'-11" 4'-3" H BAR SIZE & SPACING # @ 9" #6 @ 12" #8 @ 12" #5 ® k #7 ® 12" #5 @ 9" #7 @ 12" BARS LENGTH 18'-8"18'-8" 18'-8" 7'-6" 15'-8 1/211 15'-8 1/2' 15'-8 1 /2 ' H1 BAR SIZE&SPACING „ 7®9 „ 8®12 „ 4@12 „ 6®9 „ 4®12 „ 7@ 4012„ BARS I LENGTH 5'-8” 5'-10" 5-1" 4'-6" 3'-10 1 /2" 5'-1" 4'-4 1/21' SYM. ABOUT BOX SECTION 4-#5, 12' LONG BOX REINFORCEMENT \ \ I REIN Z • • 2 -#5,'12' -On LONG 4 04 TTRRUP 3 v 8 O.C. i 4-#5, 12' LONG BOX SECTION REINFORCEMENT T4 4-#5, 12' LONG 14" � lirM!'R' '1 Iv-, 112" 4 #5, 12'-0" 1-f3 §TIRRUP 12 8 O.C. O TYPICAL WINDOW NOT TO SCALE Thornton-Tomasetti/ Eu, Coil & Engineers �07,�6-KF omw ft uy 15892 South Pasadena Ave. Tustin, CA 92780-5415 W No, S 04029 (714) 5052751- (714) 505.1689 fax Up9-30-04 NIMr Yank, NK NNwrk, NIJ ThM" CT Nodes 1111 C kmgk L -0dm 7X -Dwo Cao ►, G C T 14��'� AM OG1628 '��' -- -...c a 8" O.C. - 12" 12'-0" 12" NOTE: ALL VERTICAL BARS INTERRUPTED BY THE OPENING SHALL BE PLACED AT ADJACENT WALL AND EQUALLY SPACED IN ADDITION TO THE TYPICAL WALL REINFORCEMENT. DOWEL SHALL MATCH ADDITIONAL VERTICAL BARS. TYPICAL WINDOW OPENING ELEVATION - N TS TOLL FREE -qw-� 1-800-227-2600 A PUBLIC SERVICE BY UNDERGRUl)ND SERVICE ALERT REV. I REVISION DESCRIPTION DATE I ENGR. I CITY I DATE 2 TOP OF WALL SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 1 ALL LONGITUDINAL BARS SHALL BE #4 0 18" O.C. EXCEPT BOTTOM FACE OF TOP SLAB WHEN DISTRIBUTION REINFORCEMENT IS REQUIRED. T2 2" N SYM. ABOUT LONGITUDINAL BARS EQUALLY SPACED G 1 BAR #4018"O.C. - G BAR 13„ CONTINUOUS B BARS t 2" B 1 BAR #4 ® 18" D BAR LONGITUDINAL BARS EQUALLY SPACED CONSTRUCTION JOINT INVERT F1 BARS Y �jF BARS • H BAR -` H 1 BAR— #4 ® 18" W • T4 OPTIONAL ROUGHENED CONST. JOINT #4 0 18" ROUGHENED CONST. JOINT to 18" ( TINUOU TYPICAL SYMMETRICAL DOUBLE R.C. BOX SECTION NOT TO SCALE X CHANNEL BEDDING N SAND UTILIZED FOR BEDDING SHOULD BE FREE FROM CLAY OR ORGANIC MATERIAL, AND SHOULD BE GRADED SUCH THAT 90 TO 100 PERCENT WILL PASS A NO. 200 AND SHOULD HAVE A MINIMUM SAND EQUIVALENT OF 30. THE BEDDING MATERIAL SHOULD BE PLACED ON SUBGRADE WHICH IS FIRM AND UNYIELDING. WHERE IT BECOMES NECESSARY TO REMOVE BOULDERS OR OTHER INTERFERING OBJECTS AT SUBGRADE FOR BEDDING, ANY VOID BELOW SUCH SUBGRADE SHALL BE FILLED WITH THE BEDDING MATERIAL WHERE SUBGRADE IRREGULARITIES FOR THE BOX CHANNEL RESULT FROM REMOVAL OF LARGE BOULDERS OR COBBLES, SAND BEDDING MATERIAL SHOULD BE PLACED TO PROVIDE UNIFORM SUPPORT. JETTING OF BEDDING OR TRENCH BACKFILL . MATERIALS IS NOT RECOMMENDED. T2 L BASE OF WALL CONSTRUCTION JOINT DETAILS NOT TO SCALE QROFESS/pN 0 No. 36052 m Exp. CIV1\. 9TF OF CA1-�F Prepared BT: ALLARD ENGINEERING CtvIl Ening - Lend SumyIng - Ind Planning 8253 Sierra Avenue 30 BAR )» ,, TRANSVERSE JOINT EQ aTY OF FONTANA, CALPOMA BASBLDa... AVE = STOW DRAC"NASE 2 -STAGE Z DRAWN BY: SCALE: YN STR DETAILS AS SHOWN DESIGNED BY: DATE: YN SEPTEMBER, 2002 CHECKED BY: APPROVED DY- M� DRAWNO.: RJA I 3 CITY ENGINEER R.C.E. 51152 DATE: I I C1 BAR • OPTIONAL CONST, JOINT • 2" _ • � 1 C BAR i C3 BARS C2 BARS • T2 2" N SYM. ABOUT LONGITUDINAL BARS EQUALLY SPACED G 1 BAR #4018"O.C. - G BAR 13„ CONTINUOUS B BARS t 2" B 1 BAR #4 ® 18" D BAR LONGITUDINAL BARS EQUALLY SPACED CONSTRUCTION JOINT INVERT F1 BARS Y �jF BARS • H BAR -` H 1 BAR— #4 ® 18" W • T4 OPTIONAL ROUGHENED CONST. JOINT #4 0 18" ROUGHENED CONST. JOINT to 18" ( TINUOU TYPICAL SYMMETRICAL DOUBLE R.C. BOX SECTION NOT TO SCALE X CHANNEL BEDDING N SAND UTILIZED FOR BEDDING SHOULD BE FREE FROM CLAY OR ORGANIC MATERIAL, AND SHOULD BE GRADED SUCH THAT 90 TO 100 PERCENT WILL PASS A NO. 200 AND SHOULD HAVE A MINIMUM SAND EQUIVALENT OF 30. THE BEDDING MATERIAL SHOULD BE PLACED ON SUBGRADE WHICH IS FIRM AND UNYIELDING. WHERE IT BECOMES NECESSARY TO REMOVE BOULDERS OR OTHER INTERFERING OBJECTS AT SUBGRADE FOR BEDDING, ANY VOID BELOW SUCH SUBGRADE SHALL BE FILLED WITH THE BEDDING MATERIAL WHERE SUBGRADE IRREGULARITIES FOR THE BOX CHANNEL RESULT FROM REMOVAL OF LARGE BOULDERS OR COBBLES, SAND BEDDING MATERIAL SHOULD BE PLACED TO PROVIDE UNIFORM SUPPORT. JETTING OF BEDDING OR TRENCH BACKFILL . MATERIALS IS NOT RECOMMENDED. T2 L BASE OF WALL CONSTRUCTION JOINT DETAILS NOT TO SCALE QROFESS/pN 0 No. 36052 m Exp. CIV1\. 9TF OF CA1-�F Prepared BT: ALLARD ENGINEERING CtvIl Ening - Lend SumyIng - Ind Planning 8253 Sierra Avenue 30 BAR )» ,, TRANSVERSE JOINT EQ aTY OF FONTANA, CALPOMA BASBLDa... AVE = STOW DRAC"NASE 2 -STAGE Z DRAWN BY: SCALE: YN STR DETAILS AS SHOWN DESIGNED BY: DATE: YN SEPTEMBER, 2002 CHECKED BY: APPROVED DY- M� DRAWNO.: RJA I 3 CITY ENGINEER R.C.E. 51152 DATE: I I