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HomeMy WebLinkAbout2839-11It MAIN LINE RCP OR REINFORCED MONOLITHIC ARCH. SEE NOTE 2 cq J SEE NOTE sow (31 WN. IL LATERAL/ j CONNECTOR PIPE W ]ROUND ( 'I 1 ~ SM 050 mm EDGE (*4 0 61) OC IK TO 75 mm 0= Z* ((3')-RWo -- ---- IOM O 450 m n d- z I (+3 OR o4 O 181) W WY W O I i OC TIE BARS z W 0 M 4 E AND F BARS c�i m I 15M075mm (05 O 3') OC. SEE NOTE 8 L_ STA. POINT 1!21 v CONNECTOR PIPE TABLE OF I I eoa>tII SEE NOTE 3 VALUES FOR T (`� J (30) MIN. ' STA. POINT B 1" LATERAL SEE NOTE 3 300 mm 021 130 mm (5.1 PLAN 373 mm 05') 130 mm (51) 450 mm (18') 1 130 Ras (51) 325 mm (21'1 130 mm (51 SPUR IOM 0 450 mm 600 am• (24.) 140 most (5 1/2.1 (*3 OR 04 O 180) 673 mm (2r) 140 mm 115 1/21 OC TIE BAR 730 mm (301)150 sws (6') G BARS 15M O 150 aim REINFORCING STEEL I (04 O 61 OC t- 823 mm (33•) 170 eves (6 1/2•) 900 mm (36*)l 170 mm (6 I/r) 80 mm (31 MI �� 973 Sas (39*)l 180 mm (r) SPRING1130 ROUND o mm ('1 O _ TIE BARS v- -� ' EDGES (.5) ELEY. R ! BARS 15M ELEV. S / O 80 w a (3') OC G BARS F F BARS 13M (05) \• UNDISTURBED CONCRETE CRADLE. EARTH H H _ SEE NOTE 9 50-C-2000). SECTION Z -Z SECTION M -M AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE $� - � 7 O dP �1 E1 �G 1 VMAI STANDARD PLAN METRIC STANDARDSPUBLIC 10111010% GREENBOOK 1904 NIrLINE ID > 600 mm 24") ORD > 112 D 331-2 REV. 19•• .PIPE 300 NOTES I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 600 mm (24'). B SHALL NOT EXCEED .75 D OR 975 mm (39'). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL. BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNEI! AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIQNS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE. 4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATIONS SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE. -MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c. ELEVATION S SHALL BE SHOWN ON .THE PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 450, B IS LESS THAN OR EQUAL TO 600 mm (24') AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 D: )OTHERWISE, STANDARD PLAN 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9. THE MAIN LINE SHALL BE REINFORCED WITH ACONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE :MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615. GRADEe:.40). AND BE PLACED 40 mm (1 1/21 CLEAR FROM CONCRETE SURFACES, UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J -7D/12 + 150 mm (69. 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR. 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL ,VALUES USED FOR CONSTRUCTION SHALL AF FNrl I sW []MITA AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN IC 2 JUNCTION STRUCTURE -PIPE TO PIPE INLET331 IDz600mm 24" OR>112MAINLINE t LATERAL / CONNECTOR PIPE 10MO450 mm (•3 OR *4018'1 OC ROUND EDGES TO RADIUS G OF APPROXIMATE ID OF LATERAL. MAXIMUM ` 900 mm (36.1 0P A a B BARS (6 i li P C MAIN LINE -� YATC A I No F.LVI mm (31) R 41 VIIIII111111 1I1il11, X- •♦ •.� STATION � STATION No M IOM E (OS 4.4). STATION PT. 0 BARS PLAN D BARS IOM 03 171 OR *4) II I'I LEV. A. A.* 1M050 (•40'OC, II BOTH WAYS. TO BE USED WHEN D2 IS 1500 mm (600) OR MORE LONGITUDINAL SECTION D BARS ( OR 4) A BARS F BARS I pIOM0450 mm I m --� (+3 OR +4 B BARS O 18') OC I IELEV. R ELEV. S 1 15MO450 mm 040181 OC. BOTH WAYS. TO BE USED OR EMORE S 1300 mm ') (60 C MAIN LINE SECTION N' -N" -No PROJECTED ON M -M -Nm AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER TABLE FOR DIMENSIONS AND BAR SIZES TRANSITION STRUCTURE PIPE TO PIPE STANDARD 340-1 D2 OR B (wad (INCHES) (Ras) F OR T (INCHES) amp pod < m c .PIPE 300 12 110 4 o G Y �o s n - u 7 7 6 T 375 IS 110 41/4'0 18 120 41/2 0 A a - 523 21 130 3 600 24 140 51/4 675 27 140 51/2 750 30 160 6 625 35 160 61/4 900 36 170 6 1/2 975 39 180 7 1050 42 190 71/2 10 0 o V E E n n 1 a 1125 45 200 73/410 1200 46 210 8 1273 51 220 81/2 1350 54 230 9 O 1425 57 240 91/4 i E N 1500 60 230 91/2 1575 63 260 10 1650 66 260 101/4 1725 69 280 10 3/4 1800 72 280 II 1950 78 300 113/4 2100 84 320 121/2 2250 90 340 131/4 0 G .. E o N 2400 96 360 14 2530 102 400 151/2 2700 106 410 16 v tin a 2850 114 420 161/2 3000 120 440 17 3150 126 440 17 3300 132 450 IT 1/2 3450 138 450 17 1/2 3600 144 460 I8 r No F.LVI mm (31) R 41 VIIIII111111 1I1il11, X- •♦ •.� STATION � STATION No M IOM E (OS 4.4). STATION PT. 0 BARS PLAN D BARS IOM 03 171 OR *4) II I'I LEV. A. A.* 1M050 (•40'OC, II BOTH WAYS. TO BE USED WHEN D2 IS 1500 mm (600) OR MORE LONGITUDINAL SECTION D BARS ( OR 4) A BARS F BARS I pIOM0450 mm I m --� (+3 OR +4 B BARS O 18') OC I IELEV. R ELEV. S 1 15MO450 mm 040181 OC. BOTH WAYS. TO BE USED OR EMORE S 1300 mm ') (60 C MAIN LINE SECTION N' -N" -No PROJECTED ON M -M -Nm AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PUBO �I� �DAFDS,NC., GREENBG m`�M�'T'�E TRANSITION STRUCTURE PIPE TO PIPE STANDARD 340-1 PU LIC GREEDRKSSTOMMITTSIHC.• GREENBOOK COMMITTEE - -RCB- TO METRIC 342-1 REV. 1998 .PIPE SECTION UNLESS THE, WALL THICKNESS OF THE RCP PLUS IOOmm NOTES ,I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. 8. SHALL NOT EXCEED 5.45'. 2. VALUES FOR A, B. C. DI AND D2 ARE SHOWN,ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN _REQUIRED BY NOTE 10. 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615). GRADE 300(40). AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE .SHOWN. LONGITUDINAL 13ARS SHALL BE IOM Q 450 mm (03 OR ,!4 0 181) OC OR LESS. 5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 6. TRANSITION STRUCTURE LSHALL, BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT LONGITUDINAL' KEYWAY. 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS. LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 9. WHEN THERE IS NO SPUR REQUIRED. A & B BARS 'SHALL BE OMITTED. 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT DRAWINGS. INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATIONS TO CATCH BASIN OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS QWHEN STUB, IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. 11. THE -MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (251. IF THE COVER EXCEEDS 7.5 m (259 A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. 12. DIMENSIONS SHOWN ON.THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES., IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH,UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN TRANSITION STRUCTUREMETRIC 340-1 REV. REVISION DESCRPTO Q�oF 3 ° R ECORD DRAWN NG C6 u THESE gFOORD 62183 N PART, ON TW a"MwomQl ATNOmN BARED. IN CIG �. 3q_ e- 0 5 �p� OO AKW AND DIAL TWO WORKING BEFORE DAYS BEFORE ,* 1~ �E i0"EM TM � EN9MEER WILL NOT BE " , C11A1- "AVE MW /r 411 111�IiB OR o�ON11 A6 YOU DIG YOU D I G A 1EBI<N_T 7N5 NfiO THE ll� TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT r-nnnn 1• I_N 0 0:W M7 O on W B I-N o t-. T- --T- A� --- I ------- �A RCP OR 1 RC AOR RCH* OX RC ARCH+ 1 W0C O W Mf ♦. -� -�� _L. o.� tow B + < .h PLAN . ARCH MAY HAVE A HORSESHOE- SHAPED. CIRCULAR. ELLIPTICAL X p W OR SIMILAR CROSS SECTION. as ;.O a)W f- . t- 1= ELEV. STA. ELEV. - STA. c 0: W a _ �1 t , O N I- M SECTION A -A' STEEL PATTERN SHOWN IS PICTORIAL ONLY. SEE NOTES 2 AND 7 `RCP OR ARCH OPTIONAL CONSTRUCTION JOINT. RCB OR ARCH TO RCP USE CONST. JOINT OF RCB OR ARCH. RCB TO ARCH, USE CONST. JOINT OF RCB SECTION B -B AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE TRANSITION STRUCTURE STANDARD PLAN PU LIC GREEDRKSSTOMMITTSIHC.• GREENBOOK COMMITTEE - -RCB- TO METRIC 342-1 1982 .PIPE SECTION UNLESS THE, WALL THICKNESS OF THE RCP PLUS IOOmm REV. 19M SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION �~ 1 L~ gralel capping at and of Pipe i �ECTtvn q- PIPE k loid lengthwise and mortared •= 4 nside edge of R.C.P. groove or end of pipe t it broken) grout capping , Brick 8 mortor CIOSI e ELEVATION PIPE CLOSURE -TYPE B. - WI& 011 Matted NM• L Type 0Bm doge for «D. rest WWW "M SAN BERNARDINO COUNTY 360 uMess app « by*4� FLOOD CONTROL DISTRICT EregineK REw!(oN= OWN. eY tSAT'E C.L. 5-9-63 2.See spedfiaatiallis fer tilonel kwormetion. S.P. 176A MI BRICL AND NORTH PLUG STDe S.P. 1761 • 1�1•�1♦t1♦E����E'�©�©OL4>yDE���O[�E� 0 • - • • • • - • ClF7[.7F'7C7F'7t7f,'7L7F'70F,7C7�C11F�[717�F'IC7E7[7F7C7���Clf'7C7F]C7C7[7F70E'lC7F'] • •MMM= ""n©t7"WG'.1lir;ff,'.9Wfr:7Cr,7Er;lnnnnnnnnoE�ll�)•nnnD.lnflllnL":'f�AG;IFInG:i�'1G'�"t7 .•.. 11"g[it'11[i[�' aA�[111[��i[SnCi'.7i►'�ln�i�i7C3'ifs:1E7G�lR�[S[11t1G'�6','fi1G'.�n�[ii1t3'Afr�7OG'A[7!G'1 • _ _ """uEIA ; ME;7 [3;7iiCx;"!il©n nlillnnonnnnnnnnn "r7l 717n (C] ' • • - • n[7ii7©nCl�[�C7�EI�G''!E"'G"!G"!C✓�nfJ'lntr�ln[r"!G'"6"fE"i[3'7G'7E'"fE'��"4E�'!C3'11E'l�f[111»[iEi[iG'"fn� _©�^,a��:�e�sc�ric�r�r�IlrEal�nnlonnn©It�Iolnnc�©rtlnr�nnnnniassnol�s>esnn©©n • - • -. - s�■s•+rrr�llnnnnnlc�Ilnnnnnnr�lrinnnnnns>tr�nn©nrir�r�s��IIII�II�1�Inrilnlnri�i71 _ • _ -� - ©"" E7�3©m© : ©L'Jtil[�[3�i�7©®�m�0©©©C3©O© '7®�Om00©ODt�� • `` s�00o1I0m10■�sl•r��i����:�lo■�1■It�l■���I�■ 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS: Earth irtd 20 a 20 f i RCB' TO R1201.1111n.- CP AND ARCH TO RCP -THAT OF ARCH OR RCB �+ s SECTION UNLESS THE, WALL THICKNESS OF THE RCP PLUS IOOmm *WWWW"d n (41 GREATER, IN -WHICH CASE THE CONCRETE THICKNESS SHALL FInvert u 7 7 6 T VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION T TO THAT OF THE RCP WALL PLUS IOOmm (40). �" sr -11 -11 _ RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB4 »a,- • t T t T-4 - 4- - OR ARCH SECTION AT. -EACH END OF THE TRANSITION AND SHALL CaareteRinamiula L IMM! VARY UNIFORMLY BETWEEN` THE TWO ENDS. ReinfOr*~1 Le/lF z<t w 2M 300331 • see Note s 4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY •• She list* 6 BETWEEN THE TWO ADJOINING SECTIONS. See Net* ! 5. AT RCP JUNCTURE. EMBEDMENT P' SHALL BE 130mm (5') FOR 'PIPE 4s I SIZE OF 2400mm (960) OR LESS, AND 200nw (8') FOR PIPE SIZES OVER 2400mm (96'). "C %- islets 6. fC = 28 MPa (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE Optla+alCon,t See list* 4 • ' SAME MIX .AS THE;AD.JACENT RCB. r 7. ALL STEEL. EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400(60) - BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 40mm 0 1/20) CLEAR OF CONCRETE SURFACE UNLESS Ior °r OTHERWISE SHOWN. L of 8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE II N see N•» t,--��� ".•• M . Olo 1•p burse OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE ••C•Il Ses Not* 4 ' 1 TRANSITION STRUCTURE AT THE'CONTRACTOR'S OPTION. SEE Typ SECTION B-B.cocr* dt -"N const it 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE sib; � WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PROJECT DRAWINGS. s# M •4 6 • Max TT° 10. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALLYk span VALUES USED FOR CONSTRUCTION SHALL BE..METRIC VALUES, IF I ENGLISH UNITS ARE USED, 'ALL VALUES USED FOR CONSTRUCTION TYPICAL SECTION - j` - SHALL BE ENGLISH UNITS. SPANS 4' THRU 8' TYPIC] AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC TRANSITIONSTRUCTURE 342 -1.. DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL °4X LToN' SHOWN HEREON AND CARRIED FORTH IN' A DILIGENT MANNER; �J Ll THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO THEM INTO CONFORMANCE WITH CONDITIONS AND ;C No. 14814 * Exp: 3-31-01 �oF F� 3BRING 3/ 0 STANDARDS IN EFFECT. z�Y IN 'W" bers. for earth covers to and I I span r N, Number s t ! q 12 K ewer* ENv slope 4` T3 SLOPED INVERT --T t = M s'irt el • ENvInvert E•sv E•ev A 4 RC8 S/3 • 'b" ears "a" ears . �� I "b••; ears • t %� 6 FLAT INVERT V INVERT TRAPEZOIDAL INVERT Min flll•ts -=�� : ALTERNATIVE INVERTS Optional const le NOTES . r 5M See 11181• T ROOF SECTION i_ for boxes with span or heft Isee than any of those We M table. .4? •4 totd3 SPANS 10' THRU 14' use x greater concdimensloins rete reinforcement. Make �� bar irne s N 0 M Max -2. Ouantitise are approxIm to and for d*Mgn purposes only. 3. For boxes with span or height or carver greater thou those shorn In y0 V' tab" a special desion to required. WOO 111 • 4. It is p•rmissoMe to ~ We the Ille hooks an every other bar.'. cans* it "b" bars S. ••••• bars are of half Spacing (spores lo' -N' prey, toner it --- • 6. "a•' bars are of half spacing Ispons IO' -141 "L 04---T. Provide paving notch when top Is exposed and when pavement is . portlold C•acenf aenco *ts. and adjust quantities. bars 1. For design aaxlo s detail" not shown, ase Strd Plan 012. • • '. S. For exposed too. provide 04 e N sad► way 12' lop "a" bars or fus spar► and adjust. Sea Nate S STATE OF CALFORNA DEPARTMENT OF TRANSPORTATION to Sam Az WALL SECTION CAST -IN-PLACE CTION - SPANS 10' THRU 14' SPANS 10' THRU 14' REINFORCED CONCRETE SINGLE BOX CULVERT NO SCALE D B O Prepared Under The Supervision Of CITY OF F O N TA N A, CALIFORNIA PREPARED IN THE OFFICOF MADO E AND ASSOCIAT SE INC. TRACT NO. 15908 OF THE INLAND EMPIRE DRAWN BY: SCALE 10601 CHURCH STREET, STE. 107 S I D DETAIL SHEET _'.:AS SHOWN' RANCHO CUCAMONGA, CA 91730 BY SIERRA LAKE AY DATE PHONE (909) 948-1311 DESIGNM S V STORM,D I , ETAILS ' - SEPT. 6,2000 Dote CHECKED BY: BY.. 77 DRAWING NO.: 11 C.E. 14814 EXP. 3-31 -Of M L B CITY ENGINEER R.C.E. 51152 sD0 Z8 9 11 J:\826-1163\StormDrain\DETAIL2.dwg, ,10/11/2000 09:36:58 AM, ma