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Home My WebLink About3802-19N K---- + WD 1 -.. .. Ul :; � CURB OPENING E LaCATCH BASIN {S} F W �oB ta.. CURB POINT A (L5';y' POINT E "' POINT F v d �--#--DIR.ECn0N DF FLOW K -�-- Z V �-POINT B POINT C $�'Rar�Hr Rr�e A PLAN .WO t--POIttT B Z POINT C I POINT A FLOW LINE PROFILE CASE A N? _..r.r.r.. L WZ N z CURB OPENING >` W a tr CATCH BASIN {S) E¢<w 3z0 CURB�7E' POINT POINT I a ti DIRECTIOtt OF FLOW----�-- N T - -^- -N�•• CURET POINT D & �. GUTTER r W POINT G Q cc -DIRECTION DIRECTION OF FLOW cr_ U _ L.. •PDINT D FLOW LINE PLAN _w L POINT A I\ -•-POINT S `POINT C FLOW LINE PROFILE CASE B CURE( ) b GUTTEP U C \\--POINT G ' DIRECTION OF FLOW N�j z 1 POINT D l ��-fLOW LINE 25 mT I1") ISO mm (G") 25 mal (11 15Q mrr. t8'! 25 inm (1-) M,G,OR VVIR i 450 mm ---VAR. - - - i1.51 mm FACE ,+ H E E _ VAR. VAR - CURB ' p : RIDGE , p . . D' VALLEY r, VALLEY a. . a SECTION A -A SECTION B -- B SECTION C - C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULCA DWTHE LOCAL DEPRESSIONS STANDARD PLAN pUDGREENNS °, �WC.- AT CATC H BAS I NS 313-1 IC tvea - ,fl- bars RIM im SHEET t OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT16-N-1 0 0 c STANDARD PLAN mETRIC 313-1 LOCAL DEPRESSIONS AT CATCH BASINS SHEET 4 OF 4 -a' bars 'c (n BASISO NGS: LEGAL DESCFUP11ON: ,fl- bars THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDIVISION OF A E `o o LINE OF THE NORTHEAST QUARTER OF SECTION 23, PORTION OF THE SOUTHEAST 1/4 En TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN 150 mm C 2440 mm t8'> 20 mm C 3/4 ') Min OF SECTION 14, TOWNSHIP 1 NORTH, E ON 19NAL TRACT MAP NO.13750, FILED IN BOOK 2501 6 WEST, SAN BERNARDINO C#4 C#4) ,d' bars r0 25 S AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE =+ 0 LO 113M -#13M (#4) 0 450 mm C 18' , MERIDIAN, COUNTY OF SAN 6 OF THE COUNTY RECORDER OF SAN BERNARDINO BERNARDINO. o I COUNTY, BEING NORTH 00'30'24' WEST. 6.0 m L = See Note OWNER/DEVELOPER CENTEX HOMES 1265 CORONA POINTE COURT CORONA, CA 92879 PH: (951) 279-3000 .,FAX.- (951) 279-2100 .,,-o BENCH MARK: M N DESCRIBED BY METROPOLITAN WATER DISTRICT SO. N o CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE Q o INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE �^ � o SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 45 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL E Q) FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH Z Q) ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE 91 $ �o YOU DIG CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD 0 o MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". -' NAVD 88 - 1508.56 (FEET) REV. SOIL ENGINEER ALBUS-KEEFE AND ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 PH: (714) 630-1626 FAX: (714) 630 1916 REVISION DESCRIPTION RECORD c7f_zAlvwcl NOTE: , ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS, 2. THE CURS FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURS FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE .OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3, IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET Ht HIGHER THAN THE GUTTER FLOP ELEVATIONS AT POINTS A AND O, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C. RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET Fz HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL, 8E SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. D11"J ENSIONS: H - NOTED ON THE PROJECT PLANS. Hi = NOTED ON THE PROJECT PLANS. H, = NOTED ON THE PROJECT PLANS. H3 NOTED ON THE PROJECT PLANS, G w 600 mm (2 Feet) = 1.5 m (5 Feet) L 1.8 m (6 Feet) hi 1,2 m (4 Feet) N = 1.5 m (5 Feet) Wc1 = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME: END WALLS FOR 11 UTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC aAR SIZES. IF ENGLISH UNIT'S ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN mETRIC 313-1 LOCAL DEPRESSIONS AT CATCH BASINS SHEET 4 OF 4 p�oVE SS c� °G •3 31 I J'q CIVIC. OF CAS-\F� DATE I ENGR. I CITY 0!/051!1 DATE • 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. TYPICAL SECTION SPANS 1220 rim THRU 2440 mm (4' THRU 8f) 50 mm ( 2' ) Clr Ty 'f' b 5 DIn lap CL RC ' g' bars , c, ba 150 mm ( 6' ) r= s #13M C#4) ,g, bar 50 mm C2'> 20 mm C 3/4 ') -a' bars Cir Typ Const Jt (opt lonn) ,fl- bars optlo C# qM R. RCB-�I (04) 'd'MC)burs or0.25 },_01 T ~~ 013M (04) for cover over 3.0 na C 101) 150 mm C 2440 mm t8'> 20 mm C 3/4 ') Min 3050 mm t1D') T 3660 mm t12') 0 5 91 C#4 C#4) ,d' bars r0 25 S ' e' bars, =+ 6.0 m 113M -#13M (#4) 0 450 mm C 18' , fcr 3.0 m 6.0 m C #4) cover over 3.0 m C 1941 6.0 m lr 6.0 m #13M (#,Q a #13M C#4) R = See Note 450 mm C 18') 450 mm #13M C#4) e Is')nn 6.0 m 450 mm C 18') AlternatIv Clr Typ Alternntly 50 mm (21) Clr T Const J C20') Const Jt--, 0 it 1 ' 45 DIa lap bars, Invrnrt Elea see Notes 4 L 5 <20') Const J Slone 11 30 CS�1 i 'a'n ba Const Jt 150 mm �rr�- C10') C 0' Const J Roof T1 f" 420 mm bars Slope Sr 50 C501 1 ) bar -f'v b I 290 mm 3. . $p°n' S • 420 mm 75 TYPICAL SECTION SPANS 1220 rim THRU 2440 mm (4' THRU 8f) 50 mm ( 2' ) Clr Ty 'f' b 5 DIn lap CL RC ' g' bars , c, ba 150 mm ( 6' ) r= s #13M C#4) - - 20 mm C 3/4 ') -a' bars I -b- ] b Min fl let Const Jt, optlo C# '0125 s #13M (04) 'd'MC)burs or0.25 S ~~ 013M (04) for cover over 3.0 na C 101) 2135 mm (7') 2440 mm t8'> M13M (#4) 3050 mm t1D') 3350 mm (1 1') 3660 mm t12') 80) mmMnx 4270 mm (14') ' e' bars, 3.0 m 6.0 m 3,0 m see Note 3.0 m 6.0 m #13M C#4) 6.0 m 3.0 m 6.0 m a 6,0 m 3.0 m 50 mm (21) Is')nn 6.0 m Clr Typ < 0') C 0') C20') Alternmtive Const JtAlternative 0') 10') C20') C10') <20') Const J C 0') Const Jt C20') C10') C 0' Inv r -t Eta'n' Roof T1 Const J 420 mm bars Slope Sr 50 C501 1 ) 0 DII ee Note 6 1 � RCB 0 450mm(181) �p I o Invert Elev N d 15�FLAT INVERT ALTERNAT I Ej C 6' r � C I H B. •g' bars NOTES � bars 100�m� Span, S T 1. For boxes with span or height less than any of those show C4' In table, use next greater size box concrete dimensions TYPICAL SECTION SPANS reinforcement. Make necessary changes In bar lengths and l� 3050 mm quant 1 t I eTHRU 4270 mm s,2. For boxes with span or hwlBBht or cover greater than those C 10' THRU 14') shown In tables, n speclal design Is required. 3. Quantities are approximate and for design purposes only, bars, D sew Note 4. It, Is permissnble to eliminate the 180• hooks on every of ' e' bar. Pa ain 5.'e' bars are at half spacing. d ° in S °cin 'b' bars 6. Provide paving notch when top Is exposed and when 00 •g• b I - Q oVl'n pavement Is portland cement concrete, and adjust quantit5. 'b' b'f' or ,c, bars u 7. For design and dotal Ls not shown, see Standard Plan DB2. 'f' b S.Thls plan sheet may be used for multiple cell culverts by u making necessary adjustments. ba 'a' b' f' bars ' c' bars ntln Lain 'e' bars, see Note R❑❑F SECTION SPANS EXTERIOR WALL SECTION SPANS ROOF SECTION SPANS EXTER I ❑R WALL SECTION SPANS 1220 mm THRU 2440 mm 1220 mm THRU 2440 mm 3050 mm THRU 4ORN 270 mm 3050 mm THRU 4270 mm STATE OF CALIFIA C 4' THRU 8') (4' THRU 8') (10' THRU 14') <10' THRU 14') DEPARTMENT OF TRANSPORTATION Invert Slmllar Invert Similar CAST -IN-PLACE REINFORCED CONCRETE DOUBLE BOX CULVERT ars, for earth covers up o an IncLud Ing 3. 0 m C 0') Theo 'Stondard Plans for Construction of Local Sb to and Ronda' cnntaln units In o Span 1220 mm 1520 mm 1830 mm 2135 mm 2440 mm 3050 mm 3660�mm 4270�mm � sSto�rldor eMeneraa s shover nl t ami n oo(feunits CSI or 'nwtrlC) and united tes thUe C 4) C 5) C61> C 7) C 8') CID C 12) C 14 > two systems are not necess°r Qel of th l s pub I ant 1 on. See 4 nQt Number 5 6 8 10 13 14 16 19 NO SCALE D 81 A SPAN :> CITY OF FONTANA, CALIFORNIA IAICASC COYOTE CANYON E N G I N E S R I N GL DRAWN BY: 937 SOUTH VIA IATA, SUITE 500 COLTON, CA 92324 O.S. LINE 'A' AND 'B' PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: STORM DRN�;IMPROVEMEI�T9 A.T./o.s. AI HEST PREPAR D BY: ARI C M. TORREYSON R.C.E. NO. 66068 APPR GED B � EXP. TE: 06-30 6 CHECKED BY: � C.V.A. _,00f ,gel 4270 mm C14') HEIGHT 2135 mm (7') 2440 mm t8'> 2745 mm C9') 3050 mm t1D') 3350 mm (1 1') 3660 mm t12') 3960 mm C13') 4270 mm (14') Maximum Earth Cover 3.0 m 6.0 m 3,0 m 6.0 m 3.0 m 6.0 m 3.0 m 6.0 m 3.0 m 6.0 m 0 6,0 m 3.0 m 6.0 m 3.0 m 6.0 m 10') < 0') C 0') C20') 0') 0') 10') C20') C10') <20') 0') C 0') C10') C20') C10') C 0' Roof T1 290 mm 420 mm 290 mm 420 mm 0 420 mm 290 mm 420 mm 290 mm 420 mm 290 mm 420 mm 290 mm 420 mm 290 mm 420 mm � 1 1 1 2 ) C 6 2 ) � C1 1 ) C16 1/ C1 1 � 16 ) fU C1 1 1/2 � C16 1 2 ) C1 1 2 � C16 1/2 ) C1 1 1 2 � C16 /2 ) C1 � C 6 ) Ynlls T2 215 mm 240 mm 215 mm 270 mm 230�mm 290 mm 240 mm 320 mm 270 mm 355 mm 290 mm 380 mm 320 mm 420 mm 330 mm 445 mm C8 2 ) 9 <8 2 10 1 2 ) 9 / � C ) 12 ) 0 1/2 > d � 1 ) 5 C12 1/ ) 16 1/2 3) C 1/ 1 11E 290 mm 430 mm 290 mm cc 290 mm 430 mm 290 mm 430 mm 290 mm 430 mm 290 mm 430 mm 290 mm' 430 mm 290 mm 430 mm <1 1 1/2 ') 1 (1 1 /2 ') C17' C1 1 2 ') ') C1 1 1/2 ') C1 ') <1 1 1/2 ') 17' < 1/2 ') ') 1/2 C17') C1 1 1/2 ') C1 ') Spacing 215 mm 200 mm 215 mm r 215 mm 200 mm 215 mm 200 mm 215 mm 200 mm 215 mm 200 mm 225 mm 200 mm 225 mm 200 mm 8 1 ') 8' <8 1 C8' 8 1/ ') C8' CB 1/ ') 8' C8 1/2 ') CB') 8 2 ') 8' C9') C8') <9' C8') ' Slze Bar # 25M C#W 25M (#8) 25M C#8) 25M C#W 2 C#8) 25M C#8) 25M <#8) 25M C#8) 25M C#W 25M C#8) 25M C#8) 25M C#8) 25M C#8) 25M C#8) 25M <#8) 25M C#8) ' Sze ) 6) 19 6 19 6 ) 6) Z 1 6 C 6 6> 1 C 6 9 6> 1 C 6 C 6) ) 'n' Size Bar � 13M CIF4) 13M CN4) 13M C#4) 13M C#4) 13M CN4) 13M CN4) 13M C#4) H 13M C ) Bar #1 19M 13 C#4) 13M C#4) 13M C#4> 13M C#4) 13M C#4) � Sze Bar 6 C#5) 1 #6) 19M C #6A 19 C 6 16 1 C#6) 1 6) 9 6 9 #b) 19 C 6) 6) 22 C 22 C# 22 C 7) 22 C ) � Dim 'B' 800 mm 800 mm 1000 mm 1000 mm 1225 mm 1225 mm 1225 mm 1225 mm 1400 mm 1325 mm 1400 nm 1500 mm 1600 mm 1500 mm 1600 mm 1500 mm 'b' Up - ') (2'-7'> C3'-3' 3'-3') '-0' '-0'> '-0') C '-0') '-7' (C-40) (4'-7') C '- 1') 5'-3' '-1 1') 5'-3'> C '- ' D1n'Bw' 1525 mm 1 150 nm 1525 mm 1375 mm 1525 mm 1525 mm 1525 mm 1525 mm 1450 mm 1675 mm 1450 mm 1875 mm 1575 mm 1875 mm 1575 mm 1875 mm S'-0') (31-91) S'-0' '-6' S'-0'> 5'-0'> 5'-0' S'-0' '- 5'-6' '- ') C6'- ' (T -E!') 6'-2') ce 6'- ') Size Bar # 19M C#6) 19M C#6) 19M C#6) 22M C#7) C#7) C#7) 22M C#7) 22M C#7) 22M C#7) 22M C#7) 22M C#7) 22M C#7) 22M C#7) 22M C#7) 25M C#8) 25M C#8> 'c' Dlm C 1300 mm 1200 mm 1675 mm 1575 mm 2350 mm 1725 mm 2575 mm 1950 rim 2700 mm 2000 mm 2750 mm 2075 rnrl 2825 mm 2075 mm d 2075 mm (4'-3') C3'-1 1') <5'-6') C5'-2') C7'-9') C5'-8'> CB' -6') C6'-5') (B'-10') C6'-6'> C9'-0') (6'-10') C9'-3•) C6'-10') C9'-3'> C6'-10') ' Slze Sar 3 C 3 13 1 313)3) 133Concrete 6. 67 m3/m 9.26 m3/m 6.B7 m y/N 9. 66 m3/m 7. 14 r�A/m S0. 00 m3 /m 7. 43 m3/m 10.50 m3/m 7. B2r►3/m a+z 18C 739C 0 / 69C 080C OCF 130C .2C 190C 88C L 12 OC 1 C 3 OC/ 81 C 13 OC o' � Re I nforcement g m kg/m kg/m 8 m 8 m 8 m 8 g m 9 m 9 m 8 g m B m 8 m 9 g m 662 LB LF)C 0 LB/L C715 LB 783 LB LF)C 56 /LF) 820 LB/LF)C807 LB/L C8 6 LB/LF)C833 LB/LF7C873 LB/L 881 LB 958 LB/L 8B LB <978 LB/L 1002 LB L 1 10 LB/LAL Z ■ See Note 5, on Standard Plan D81A d 00 F. d STATE OF CALIFDRNIA DEPARTMENT OF TRANSPDRTATION CAST -IN-PLACE REINFORCED CONCRETE DOUBLE BOX CULVERT These 'Stnndnrd Plans for Construction of Local Streets and Roads' contain units In o systems of mensu"ment Internntlonal System of Units (SI or 'metric') and United Stites Stnndnrd Measures shom In the parentheses () The mensla'ements e d In the two systems are not necessarily equal or interchangeable. See the ' rd' at the beglrming of this publlcatlon NO SCALE D81D SPAN :> CITY OF FONTANA, CALIFORNIA IAICASC COYOTE CANYON E N G I N E S R I N GL DRAWN BY: 937 SOUTH VIA IATA, SUITE 500 COLTON, CA 92324 O.S. LINE 'A' AND 'B' PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: STORM DRN�;IMPROVEMEI�T9 A.T./o.s. AI HEST PREPAR D BY: ARI C M. TORREYSON R.C.E. NO. 66068 APPR GED B � EXP. TE: 06-30 6 CHECKED BY: � C.V.A. _,00f ,gel 4270 mm C14') HEIGHT 2135 mm (7') 2440 mm t8'> 2745 mm C9') 3050 mm t1D') 3350 mm (1 1') 3660 mm t12') 3960 mm C13') 4270 mm (14') Maximum Earth Cover 3.0 m 6.0 m 3,0 m 6.0 m 3.0 m 6.0 m 3.0 m 6.0 m 3.0 m 6.0 m 3.0 m 6,0 m 3.0 m 6.0 m 3.0 m 6.0 m 10') < 0') C 0') C20') 0') 0') 10') C20') C10') <20') 0') C 0') C10') C20') C10') C 0' Roof T1 290 mm 420 mm 290 mm 420 mm 290 mm 420 mm 290 mm 420 mm 290 mm 420 mm 290 mm 420 mm 290 mm 420 mm 290 mm 420 mm � 1 1 1 2 ) C 6 2 ) � C1 1 ) C16 1/ C1 1 � 16 ) � C1 /2 ) C16 2 ) C1 1 1/2 � C16 1 2 ) C1 1 2 � C16 1/2 ) C1 1 1 2 � C16 /2 ) C1 � C 6 ) Ynlls T2 215 mm 240 mm 215 mm 270 mm 230�mm 290 mm 240 mm 320 mm 270 mm 355 mm 290 mm 380 mm 320 mm 420 mm 330 mm 445 mm C8 2 ) 9 <8 2 10 1 2 ) 9 / � C ) 12 ) 0 1/2 > C � 1 ) 5 C12 1/ ) 16 1/2 3) C 1/ Invert T3 290 mm 430 mm 290 mm 430 mm 290 mm 430 mm 290 mm 430 mm 290 mm 430 mm 290 mm 430 mm 290 mm' 430 mm 290 mm 430 mm <1 1 1/2 ') 1 (1 1 /2 ') C17' C1 1 2 ') ') C1 1 1/2 ') C1 ') <1 1 1/2 ') 17' < 1/2 ') ') C1 1 1/2 ') C17') C1 1 1/2 ') C1 ') Spacing 215 mm 200 mm 215 mm 200 mm 215 mm 200 mm 215 mm 200 mm 215 mm 200 mm 215 mm 200 mm 225 mm 200 mm 225 mm 200 mm 8 1 ') 8' <8 1 C8' 8 1/ ') C8' CB 1/ ') 8' C8 1/2 ') CB') 8 2 ') 8' C9') C8') <9' C8') ' Slze Bar # 25M C#W 25M (#8) 25M C#8) 25M C#W 2 C#8) 25M C#8) 25M <#8) 25M C#8) 25M C#W 25M C#8) 25M C#8) 25M C#8) 25M C#8) 25M C#8) 25M <#8) 25M C#8) ' Sze ) 6) 19 6 19 6 ) 6) 1 6) 1 6 C 6 6> 1 C 6 9 6> 1 C 6 C 6) ) 'n' Size Bar � 13M CIF4) 13M CN4) 13M C#4) 13M C#4) 13M CN4) 13M CN4) 13M C#4) 13M CN4> 13M C ) 13M C#4) 13M C#4> 13 C#4) 13M C#4) 13M C#4> 13M C#4) 13M C#4) � Sze Bar 6 C#5) 1 #6) 19 6) 19 C 6 16 1 C#6) 1 6) 9 6 9 #b) 19 C 6) 6) 22 C 22 C# 22 C 7) 22 C ) � Dim 'B' 800 mm 800 mm 1000 mm 1000 mm 1225 mm 1225 mm 1225 mm 1225 mm 1400 mm 1325 mm 1400 nm 1500 mm 1600 mm 1500 mm 1600 mm 1500 mm 'b' Up - ') (2'-7'> C3'-3' 3'-3') '-0' '-0'> '-0') C '-0') '-7' (C-40) (4'-7') C '- 1') 5'-3' '-1 1') 5'-3'> C '- ' D1n'Bw' 1525 mm 1 150 nm 1525 mm 1375 mm 1525 mm 1525 mm 1525 mm 1525 mm 1450 mm 1675 mm 1450 mm 1875 mm 1575 mm 1875 mm 1575 mm 1875 mm S'-0') (31-91) S'-0' '-6' S'-0'> 5'-0'> 5'-0' S'-0' '- 5'-6' '- ') C6'- ' (T -E!') 6'-2') 5'-2' 6'- ') Size Bar # 19M C#6) 19M C#6) 19M C#6) 22M C#7) C#7) C#7) 22M C#7) 22M C#7) 22M C#7) 22M C#7) 22M C#7) 22M C#7) 22M C#7) 22M C#7) 25M C#8) 25M C#8> 'c' Dlm C 1300 mm 1200 mm 1675 mm 1575 mm 2350 mm 1725 mm 2575 mm 1950 rim 2700 mm 2000 mm 2750 mm 2075 rnrl 2825 mm 2075 mm 2825 mm 2075 mm (4'-3') C3'-1 1') <5'-6') C5'-2') C7'-9') C5'-8'> CB' -6') C6'-5') (B'-10') C6'-6'> C9'-0') (6'-10') C9'-3•) C6'-10') C9'-3'> C6'-10') ' Slze Sar 3 C 3 13 1 313)3) 133Concrete 6. 67 m3/m 9.26 m3/m 6.B7 m y/N 9. 66 m3/m 7. 14 r�A/m S0. 00 m3 /m 7. 43 m3/m 10.50 m3/m 7. B2r►3/m a+z 18C 739C 0 / 69C 080C OCF 130C .2C 190C 88C L 12 OC 1 C 3 OC/ 81 C 13 OC o' � Re I nforcement g m kg/m kg/m 8 m 8 m 8 m 8 g m 9 m 9 m 8 g m B m 8 m 9 g m 662 LB LF)C 0 LB/L C715 LB 783 LB LF)C 56 /LF) 820 LB/LF)C807 LB/L C8 6 LB/LF)C833 LB/LF7C873 LB/L 881 LB 958 LB/L 8B LB <978 LB/L 1002 LB L 1 10 LB/LAL SEAL -ENGINEER Q�OFESSIONA` A�0 w ARIC M. TORREYSO � No. 66068 � Exp.06-30-06 9TF OF C A\-�F�� • Z - O DATE: L D CI Y ENGINE R.C.E. 51152 DATE: SCALE: AS SHOWN DATE: NOVEMBER 2005 DRAWING NO.: 19 3802 25 TOLL FREE 'qqmmmlw' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALEW�