The URL can be used to link to this page

Home My WebLink About5414-8FITQ' �N W m OW N a O n� B N + N NO f H H H F Z At A RCP OR RCB OR RC ARCH• RC ARCH' L m m 0 ou D: wn 00 w wa IO n� B a d H + N N O / fN 50 PLAN {IT N •ARCH MAY HAVE AHORSESHOE- K ~ SHAPED, CIRCULAR, ELLIPTICAL o p D: W n OR SIMILAR CROSS SECTION. 1L O N W F 1 a ren ri F' J_ T- f P. SEE NOTE 5 -� ELEVATION STATION ELEVATION L STATION c i -L O o T -A +- SECTION A -A i^ STEEL PATTERN SHOWN IS PICTORIAL ONLY, SEE NOTES 2 AND 7 300R] 1. 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 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION TRANSITION STRUCTURE STANDARD PLAN RCB TO PIPE 342-2 USE WITH STANDARD SPECIFICATIONS NOTES 1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, B, SHALL NOT EXCEED 5' 45'. 2. REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER THE STEEL SHALL BE AS FOLLOWS: RCB TO RCP AND RCB TO ARCH - THAT OF RCB SECTION. ARCH TO RCP - THAT OF ARCH SECTION. ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION. 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS: RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 100 mm (4") GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION TO THAT OF THE RCP WALL PLUS 100 mm (4"). RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS. 4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY BETWEEN THE TWO ADJOINING SECTIONS. 5. AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130 mm (5") FOR PIPE SIZE OF 2400 mm (96") OR LESS, AND 200 mm (8") FOR PIPE SIZES OVER 2400 mm (96"). 6. f'G= 28 MPa (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE SAME MIX AS THE ADJACENT RCB. 7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (60) BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. 8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE SECTION B -B. 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PLANS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 342-2 TRANSITION STRUCTURE SHEET 1 OF T FOR PUBLIC WORKS CONSTRUCTION NOTES 1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, B, SHALL NOT EXCEED 5' 45'. 2. REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER THE STEEL SHALL BE AS FOLLOWS: RCB TO RCP AND RCB TO ARCH - THAT OF RCB SECTION. ARCH TO RCP - THAT OF ARCH SECTION. ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION. 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS: RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 100 mm (4") GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION TO THAT OF THE RCP WALL PLUS 100 mm (4"). RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS. 4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY BETWEEN THE TWO ADJOINING SECTIONS. 5. AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130 mm (5") FOR PIPE SIZE OF 2400 mm (96") OR LESS, AND 200 mm (8") FOR PIPE SIZES OVER 2400 mm (96"). 6. f'G= 28 MPa (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE SAME MIX AS THE ADJACENT RCB. 7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (60) BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. 8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE SECTION B -B. 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PLANS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 342-2 TRANSITION STRUCTURE RCB TO PIPE SHEET 2 OF 2 g3lEPW9NMM Irr LOAF MT.rI>M.yst�r,.wf.■le._�n rwa�).eA)►III ,w ,r 11511141134 w w $oil" 116113pp,r yt ,nlrrltwlln m NI 311 �L r ML rwsum IBM"1L714.1 L4_ 4 sm 41/4 +. w 1I.4 !tt eR 4■w ar 1114 1104 Mme\ %' On 10.11Tf 4►TII14L come1 Yv 80in an 4 r 0 321 )Tf Nr -71I 4•l■M ar w S.4 M ].f 47 L 4./ LL 4.4 LI w• on nuAT u krTsm a Irw 1 r t o wear l•l� on I ~Call i ' r41lia/ I t/1 N d ` 41Tu41ITlK yw/ N r 0 321 )Tf Nr -71I 4•l■M ar w S.4 M ].f 47 L 4./ LL 4.4 LI w• on nuAT u krTsm a Irw 1 STANDARD PLAN E lt1 en` ,t USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 4a� fEtIwo 4LTftatft Cowl 40 - Y MIf 4.11• N 1 1Q61ti r.►f/-. I r � It len■ TYPICAL SECTIONLei 12 SP►NS 1 THI II 1111' TYPICAL SECTION SPANS 10'THRU 1�' / 42 Y Y sonI114t f Y Y4f sIt 'aft a� ROOF SECTION SPANS 10' TMRU 14' rlul sra�t 4R14)1 w 41111i1r11 UI 1711m' •w+c ca EmTk em%:Rs V To hm MLO01L Ia' orI■t I „ 1 It 70 RAL SECTION SPANS 10 THRU 14' DIGd!:f-KT DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TDLL FREE 1_800_227_2800 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BASIS OF BEARINGS BENCHMARK 289 ELEV.1032.22 THE BEARINGS SHOWN HEREON ARE LOCATION: CITY OF FONTANA BASED ON THE CENTERLINE OF FOUND RAILROAD SPIKE IN POWER CATAWBA AVENUE BEING NORTH POLE #61319, NE CORNER CATAWBA 0015'00" EAST PER R.S.B. 79/56. AVENUE (Sc SANTA ANA AVENUE. VERT 1 V INWRT TRtPEZOtDiI INVERT FLAT IN •,�,� ALTERNATIVE INVERTI T�w D14144 4141 444w r M1111N Imo /•w 440 M wow 4w1•w IN "WIN 1144 MWV nAR 4414 aen **mv N 410P4i4m ow r414Nr44441w. 4414 4444144rf Omni In Ir ■enrm aw eftw vir L sowwwlen w w.r.I4 44r Per wip gwvmw a". f. w ..I4 "m mm r M;"w ...r .4.■r NIen «... LI. Y 'i "Ment 0 4144141 -II I4 I.4MIr4L 4. I4 is p"I441w M w lamle" 4114 Ren 1041 M OPWV 41•r4I 111 L Y w4 we M 114Ir 4144141 1414p IP- li"41411. 6. Y IIIA 414 4w lw4 en44M1t loom 1V- 14'* 1. T. 144r04I ^.M 444. ~ 44p Y dam=" w Irw 11"4441► I4 40p4.4t wo OWN" 4M/•Nfy4. 6. w wlr 4114 41114140 w4• VO11% 4w f4I14r4 hal NL L w saI ICs.4re"m r * 1t 4em am. I4/ Y 4/4 r -r r j r NII enI. 48.0"6 I4. wI /r41r44 VISION we I1044A ow mom two OIs YIN" am$ enr/w N fill M 00%44/r eniow M gen II/ TIM III 41114 awl mom. fT4/t / �Ir44II4 �4t11Ow Or 711L1E/allgiq CAST -IN-PLACE REINFORCED CONCRETE SINGLE BOX CULVERT 11113 semi (� RECORD DRAW/!VG(Ner lAe. NO. REVISION DESCRIPTION 7 JM 3•�l0• eA DATE ENGR. CITY DATE STRUCTURAL ANALYSIS REOUIRED WHEN THIS DIMENSION EXC PLAN JLU I IUIN /A -/A SECTION B -B STEEL PATTERN SHOWN IS PICTORIAL ONLY. SEE NOTES 2 AND 6 CONSTRUCTION JOINT STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN TRANSITION STRUCTURE SINGLE RCB TO DOUBLE RCB STANDARD PLAN 343-2 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION E E S< V ABOUT 1t 1/Y (13 mm) N.C. x 1' (25 mm) LONG CAP SCREW WITH WASHER AND GASKET SEE EYEBOLT DETAIL HEREON) SEE NOTES 3 AND 6) 1(2 (13 mm1 N.. x 1 23 mm LONGCCAP SC EW TYPICAL T1 3 mm) :ON CAL ®% .C. UT TYPICAL 2 1/8" (54 mml WADE (MIN.) _. .� GASKET (SEE OTE 6) 4 • 0 S-4 1/4' (1022 mm) 1p . SECTION MANHOLE WALL (CONCRETE, MANHOLE FRAME AND COVER MORTAR, OR OTHER MATERIAL (SEE NOTE 8) DRILL 0 FOR 1/2• N.C. IHR ACHINE INISHED URFACE RILL AND TAP) ^�T. 11 ^r �^ . "� ._C.'Y12R�ADSmTZPICAL PRESSURE PLATE 1/2" (13 mm) ANCHOR. B" 200 mm) LONG TYP CAL 5/8" (16 ST HOLES TYPICAL (SE NOTE DETAIL OF BOLT HOLE SPACING IN FRAME )R IDLES I 3R )) /8" 5(10 mmSTEEL :SEE NOTESPATE 3 AND 6) WASHER mm) DIA 2UT ICA" 13 mm N.C. EYEBOLT DETAIL (2 REQUIRED) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MANHOLE FRAME AND COVER PRESSURE TYPE STANDARD PLAN 211-2 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 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 STANDARDS IN EFFECT. NOTES 1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 6, SHALL NOT EXCEED 5' 45'. 2. REINFORCING STEEL BAR SIZE, SPACING AND OUTSIDE COVER SHALL BE THAT OF DOUBLE RCB SECTION. FOR CURVED TRANSITIONS, SPACE BARS ON CENTER LINE AND PLACE TRANSVERSE STEEL RADIALLY. THE BAR LENGTHS AND DIMENSIONS SHALL VARY UNIFORMLY THROUGHOUT TRANSITION. LONGITUDINAL BARS SHALL BE CONTINUED THROUGH THE JOINTS WITH THE TRANSITION STRUCTURE. 3. THE CONCRETE THICKNESS SHALL BE THAT OF THE DOUBLE RCB SECTION. 4. PLAN AS SHOWN IS FOR DOUBLE RCB SECTION DOWNSTREAM. WHEN DOUBLE RCB SECTION IS UPSTREAM TAPER THE LAST 24" (600 mm) OF CENTER WALL TO END IN 1 1/2" (40 mm) RADIUS. 5. f'c = 4000 PSI (28 MPa) AT 28 DAYS AND THE CONCRETE SHALL BE THE SAME MIX AS THE ADJACENT RCB. 6. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 60 (400) BILLET STEEL CONFORMING TO ASTM A 615 (�A 615 M) AND SHALL TERMINATE 1 1/2" (40 mm) CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SFHiOWN. 7. TRANSVERSE JOINT KEYWAYS, AS DETAILED FOR LONGITUDINAL JOINT KEYWAYS AT BASE OF OUTER WALLS ON THE PLANS, SHALL BE PLACED IN BOTH SLABS AND WALLS AT THE END OF EACH POUR. 8. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STRUCTURAL NOTES APPLYING TO RCB STRUCTURES SHOWN ON THE PLANS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN TRANSITION STRUCTURE 343-2 SINGLE RCB TO DOUBLE RCB SHEET 2 OF NOTES: 1. EXCEPT AS OTHERWISE INDICATED, THE MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 632, 30" (762 mm) MANHOLE FRAME AND COVER. 2. THE PRESSURE PLATE SHALL BE STEEL CONFORMING TO ASTM A36 (A 36M), AND SHALL BE GALVANIZED AFTER FABRICATION, BUT BEFORE INSTALLATION OF SCREWS AND BOLTS. 3. CAP SCREWS AND EYEBOLTS, INCLUDING WASHERS AND NUTS ATTACHED THERETO, SHALL BE FABRICATED FROM ANY SERIES 300 STAINLESS STEEL. 4. ALL HOLES IN CAST IRON SHALL BE DRILLED AFTER CASTING, OR PLUGGED PRIOR TO CASTING. THEY SHALL NOT BE PUNCHED. 5. ALL IRON CASTING SHALL RECEIVE AN ASPHALTIC COATING AFTER FABRICATION. 6. GASKET MATERIAL SHALL BE 1/16" (2 mm) THICK NEOPRENE RUBBER. PRESSURE PLATE GASKET SHALL BE 2-7 1/4 (794 mm) O.D. 7. ALL NUTS AND BOLTS SHALL BE TIGHTENED TO A MINIMUM TORQUE OF 25 FOOT-POUNDS (34 Nm). 8. FRAME SHALL BE SET ON 1/2" (13 mm) THICK MINIMUM WET MORTAR BASE, CLASS "B" MORTAR. 9. MANHOLE FRAME AND COVER AND PRESSURE PLATE ASSEMBLY SHALL BE TESTED FOR ACCURATE FIT PRIOR TO DELIVERY TO JOBSITE AND MARKED IN SETS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MANHOLE FRAME AND COVER 211-2 PRESSURE TYPE SHEET 2 OF 2 A E M N Io 0 N N 0 Le a tri 0 c .o 0 O 0 CITY OF FONTANAII CALIFORNIA HUITT~ FESSI% STORM DD RLaUH UNPROo MC fnV]Ci=M4 PLaGvlS Gy yc Huitt-Zollars, Inc. Ontario DRAWN BY: SCALE: N0' 3990 CONCOURS, /330 •ONTARIO, CALIFORNIA 91761 • (909) 941-7799 H -Z STAFF MASTER S.D. LINE, DZ -9 AS SHOWN ammTm 6-3D-2016ACATAWBA AVENUE 0 * DESIGNED BY: DATE: Civil. J.M. AILS 2-2016 APPROVED BY MAURICE H. MURAD R.C.E. EXPIRES DATE p OF CAS _ CHECKED BY: A2E vED 2 / DWG. NO.: 8 i 33366 6-30-16 Z ��O M.H.M. 5414 0 TY ENGIN R.C.E. 51152 DATE: 8 �