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HomeMy WebLinkAbout3513-915M O 300 mrn(04012.1 FACE PLATE EACH WAY ASSEMBLY 5 mm(I/4')R STREET. CUTTER. m OR LOCAL DEPRES- ¢ ION SURFACE 100 mm SLOPE (44)R W a . I FLOW LINE \ i3')R I FACEDo ] I PLATE (TY I' SCORING I N N n Y UNE CURB LINE I 2 EXTRA 15M(*41 I I STEPS iF I ON 2 SIDES OF I MANHOLE FRAME T 100 mm aT I AND COVER I ( (4.1MIN. g EE - 300 mm 75 mm c� CMANHOLEBASIN FRAhE E a (ll'}W1X. (3'lR s AND COYER c N z OPTIONAL SUBGRADE CONNECTOR PIPE OR MONOLITHIC 0 CATCH BASIN of B CONNECTION a I I ao At e'\'ITEPs V � SECTION A -A �+ u 100 il mm 200 mm!B' m JI (4•IR 10041 " �3 90• DOWEL (TYP.)J ~ r PLAN DOWEL DETAIL STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS REINFORCEMENT MAX MAX i I REQUIRED IN W Y FRONT REAR BOTTOM END WALL WALL SLAB WALL 1.0 m(3.5') 2.4 m181 150 mm(6•) 130 mm(6') 1.0 m(3.51) 3.5 m(129 200 mrMW) 200 nwK8.1 R E 2.0 m(7') 1.8 m(61) ISO mm(6') ISO mm(6-) 1 0 2.0 m(71 3.5 m(12'1 200 w48.1 200 mm(8') N U I 4.0 m(14') 1.2 m(41 ISO nII(6') 150 mm(6') TRE 2.4 nd8'1 130 mm(6'1 200 w48 -11C D SEE NOTE 4.0 m(149 3.3 m(12') 200 m+e(8') 250 mm(101 F E 1 BELOW 1.2 m(4') ISO Imin(6') 150 MAW) 0 R .. 1.8 m(61) ISO mwAW) 200 M"(80)C 0 CO 2.4 olio') 200 NoW84 200 nlnl(8') E T IJ T3.0 W10'l 200 wwAG-) 250 MWD-) E 3.5 121 1200 mnl(a•) 250 mm(l0') T D FOR W > 9 m(28% V > 3.5 m(IZ') OR 8 > 1.2 rM4') SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PR�`G,,,ED,�YTHE CURB OPENING CATCH BASIN STANDARD PLAN PUBLIC WORKS STANDARDS INC � METRIC GREENBOOK C°,�'TT» 300-2 aev. rye USE WiTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CROSSING PIPE SHEET t OF 2 WALL (DIAMETER OF PIPE = DI) (SEE NOTE 3) OPTIONAL SIDE OF/ '' .J� %" r _ ,'•� ��• B_AraKET iTYP CONCRETE BLANIcET (CLASS 2E5C14 (450-C-2000) CONCRETE) 1, O 1 (TtiPJ ,I i = Cai2 FORD > 375 mm (15•) UNDISTURBED EARTH (TYP,r- 3Do/4 FOR D S 375 mm (t5') EXISTING PIPE 1 (6') MIN. OUTSIDE OF PIPE BELL (TVP.) CONCRETE BLANKET (FOR EXISTING PiPES CROSSED OVER BY ANEW PiPE) Norl=s= I. CONCRETE BLANKET is REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE Ar1D THE BOTTOM OF THE CROSSING PIPS IS LESS THAN 450 mm (18 IN.). 2. Y = Ci6 (!SO mm (6 iN.) MIN.). WHERE THE CLEARANCE BETWEEN THE TOP Or THE EXISTING PIPE AND 7H� BOTTOM OF THE CROSSING PIPE IS LESS THAN Y, THE CONCRETE SHAE' B. PLACED BETw=Era THE PIPES AND AROUND THE SIDESOF THE CROSSING PIPE UP TO A LEVE'__ EQUAL TO Y ABOVE THE EXIST- ING PI -E, OR AS REQUIRED BY WDTE 3 BELOW, WHICHEVER IS HIGHER. Z. X - C/12, MINI[r1UM, TO PROVIDE BEDDING MATERIA(_ FOR THE CROSSING CONDJIT. WrIEN X 1S LESS THAN THIS MINIMUM. THF ENTIRE TOP SURFACE CF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER 90' OF THE CROSSING PIPE. 4. THE BLANKET SHALL EXTENC LOhG,TUDIrJALL'( 70 THE FIRST JOINT BEYGND THE TRENCH EXCAVATION 4T EACH ENC OF THE B_AtJKET, EXCEPT THAT THE BLANKET NEED NOT 6E EXTENDED MORE THAN 1.2 m (; F7.) BEYOND THE TRENCH. WHENEVER A PIoF BELL 15 ENCGUiJTERED WITHIN THE LIMITS OF THE BLANKET. ALL DIMENSIONS SHALL REFER TO THE BELL. 50 mm (2') THiCK STYROFOAhf OR INVERT SLAB OF ARCH OR BOX\ 150mrn 150mm OTHER APPROVED COtJPRESSIESLE SECTIGN (CROSSING CONCUIT) MATERIAL �i �' � "• �� i�--NO wNIMUM UNDtS-URBED EARTHS � EXISTING P1PE����. (y OU )-SIDE OF PIPE BELL a- COMPRESSIBLE BLANKET o (FOR EXISTING PIPES CROSSED OVER BY ANEW BOX OR ARCH? tV NOTES;CD O t. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPs AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) .S LESS THAN 450 mm (18 IN-). 2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH O 3. DIMENSIONS SHOWN ON THIS FLAB FOR METRIC AND ENSLiSH UNITS ARE NGT EXACT EQUAL YALU ES. IF METRIC VALUES ARE USED ALL VALUES USED FOR CONSTRUCTION SHALL [3E iAETRIC VALUES, � WiTH THE EXCEPTION 0;7 REINFORCING EAR SIZES FOR WHICH ENGLISH (IMPERIAL) BAR SiZES MAY BE SUi?STITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL O AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER Pzo'd,ULG.tT[o 7r T1_ STANUAHI) PIAN PU©UC'NC FKCSTaNn:.��:;1':' BLANKET PROTECTION FOR PIPES ME�TiRIC CFEEr�..OQK COEE 2 2 aJ 1931 REV '3` USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION srEET t o= I cocl O O U m c d 0 U Ill alf 0 Development Resource Consultan* Inc. O dL 0DRC Civil Engineering Land Surveying Land Planning I 8175 EAST KAISER BOULEVARD j ANAHEIM HILLS, CA 92808 (714) 685-6860 a O I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR iS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE ORA 25 mm(I') DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WiDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR. FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL 8E GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.111,11ILT10111 mn 4, DIMENSIONS B 970 mm(3' -2') V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET 1.35 m(4.5'). VU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND .THE INVERT AT THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mmd121. V 1 THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H NOTED ON THE PROJECT PLANS. W =NOTED ON THE PROJECT PLANS. A THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SP£CI- FlED, THE CONNECTOR PIPE SHALL 8E LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 80 mm(31 PIPE EMBEDMENT. ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 mm(30) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM ENO WALL. STEPS SHALL BE SPACED 300 mm({2.) APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-I/21. ALL OTHER STEPS SHALL PROJECT 130 mm(S'). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 ON CENTER (MAXIMUM) ALONG THE BACKWALL. 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COYER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9. 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 BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN CURB OPENING CATCH BASIN 300 - 2 SHEET 2 OF 2 � G cr W .i, � O oldT- -7-fi 7 i7iz B 1T ` 1L � + N NO ♦' i I RCP OR I RC ARCH* O u O Z W #0 PLAN O W M W Z ;rO N w 1= as L7ELEV. A' ELEV. STA. SECTION A -A ►-"' SECTION B -B TOLL FREE � 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND �N RCS OR RC ARCH* i I.Q"i t ARCH MAY HAVE AHORSESHOE- SHAPED. CIRCULAR, ELLIPTICAL OR SIMILAR CROSS SECTION. 9 TttL PAT TEHi1 SHOWN 15 PICTORIAL ONLY, SEE NOTES t AND T OPTIONAL CONSTRUCTION JOINT RCB OR ARCH TO RCP USE CONST. JOINT OF RCB OR ARCH. RCB TO ARCH. USE CONST. JOINT OF RCB AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER �� TRANSITION STRUCTURE STAN�DA�RRICPLAN PROMULGATED PUS WORKS STANDARDS INC.. 342-1 ��N C RCB TO PIPE REQ' 1°°° USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 SERVICE ALERT V /\T I\VU RISER CONNECTION DETAIL �, ILIA IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. a s O ow AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN TRANSITION STRUCTURE METRIC RCB TO PiPE 342 -1 SHEET 2 OF 2 CMP RISER qECTING RING L3" X3"X1/4 RIVETED, SPOTWELDED OR ;WELDED TO CMP ®12" MAX. CALTRANS STD. D93C BRICK AND MORTAR SEAL STD PLAN N0. 323-1 (SEE SHEET 8) OF THE HOLE IN THE RCB NOTES f. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE. 8, SHALL NOT EXCEED 5* 4 5' . 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 100mm (40) 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 IOOmm (48). RCB TO ARCH AND ARCH T4 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 130mm (58) FOR PiPE SIZE OF 2400mm (96') OR LESS. AND 200mm (81 FOR PIPE SIZES OVER 2400mm (96'). 6. f� = 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) oz BiLLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 40mm (I 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 WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PROJECT DRAWINGS. 10. 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, SPAN (FT) 3 HEIGHT (FT) 3 MAX EARTH COVER (FT) 10 T1 (INCH) 7 T2 (INCH) 6 T3 (INCH) 6 SPACING (INCH) 7 "A" SIZE BAR 6 "E" SIZE BAR 4 CONCRETE CF/LF 7.3 REINFORCEMENT LB/LF 48 NOTES 1. ALL CATCH BASIN WALLS SHALL BE REINFORCED WITH #4 ®12" O.C. MINIMUM USE REINFORCEMENT CALLED OUT IN STD. PLAN WHEN iT EXCEEEDS #412" 8 AS BUILT 07/21/0b-=-� 7 REVISED LAT. & CB ,#C-14 11/02/04';`"`"'� � REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 1 PLAN CHECK ISSUE 2/2/0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 2 PLAN CHECK ISSUE 2/19/0 oFEss� 3 REVISED SIZE OF RCB UNE C AND ALIGNMENTS OF 5/04/04 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MITC&rn , RCB UNE C &LAT C-13. REVISED UNE A ALIGNMENT SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � Q 9N No. 45715 �A\ REALIGN RCB AND DELETED LAT. A-15 5/14/ -,-- THE CiTY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12-31-06 �/, CIVIL/5\ IVIL 4 REVISED ALIGNMENT OF UNE A 5/19/0 q BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Fo �F� 5 REVISED ALIGNMENT OF UNE A 6/4/04 F c A\- 6 REVISED LAT. C-2 AND C-14 6/30/ STANDARDS IN EFFECT. a�Essia q �II1TCy�. � Exp. 12-314 cF PLANS Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT --=� DRAWN BY: SCALE- R.C.E. � R.C.E. 45715 EXP 12-31-06 AT DETAIL SHEET AS SHOWN DESIGNED BY: TR�CzT NO. 16235 DATE: JAM � 2/19/04, Date : 5P// dt,1-Z��7 9 0 CHECKED BY: APP VED BY /�/ DRAWING NO LMG 351 ITV E EER .C.E. 51152 DATE. / 6E ENGLISH VALUES. O AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER Pzo'd,ULG.tT[o 7r T1_ STANUAHI) PIAN PU©UC'NC FKCSTaNn:.��:;1':' BLANKET PROTECTION FOR PIPES ME�TiRIC CFEEr�..OQK COEE 2 2 aJ 1931 REV '3` USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION srEET t o= I cocl O O U m c d 0 U Ill alf 0 Development Resource Consultan* Inc. O dL 0DRC Civil Engineering Land Surveying Land Planning I 8175 EAST KAISER BOULEVARD j ANAHEIM HILLS, CA 92808 (714) 685-6860 a O I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR iS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE ORA 25 mm(I') DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WiDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR. FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL 8E GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.111,11ILT10111 mn 4, DIMENSIONS B 970 mm(3' -2') V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET 1.35 m(4.5'). VU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND .THE INVERT AT THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mmd121. V 1 THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H NOTED ON THE PROJECT PLANS. W =NOTED ON THE PROJECT PLANS. A THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SP£CI- FlED, THE CONNECTOR PIPE SHALL 8E LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 80 mm(31 PIPE EMBEDMENT. ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 mm(30) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM ENO WALL. STEPS SHALL BE SPACED 300 mm({2.) APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-I/21. ALL OTHER STEPS SHALL PROJECT 130 mm(S'). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 ON CENTER (MAXIMUM) ALONG THE BACKWALL. 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COYER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9. 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 BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN CURB OPENING CATCH BASIN 300 - 2 SHEET 2 OF 2 � G cr W .i, � O oldT- -7-fi 7 i7iz B 1T ` 1L � + N NO ♦' i I RCP OR I RC ARCH* O u O Z W #0 PLAN O W M W Z ;rO N w 1= as L7ELEV. A' ELEV. STA. SECTION A -A ►-"' SECTION B -B TOLL FREE � 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND �N RCS OR RC ARCH* i I.Q"i t ARCH MAY HAVE AHORSESHOE- SHAPED. CIRCULAR, ELLIPTICAL OR SIMILAR CROSS SECTION. 9 TttL PAT TEHi1 SHOWN 15 PICTORIAL ONLY, SEE NOTES t AND T OPTIONAL CONSTRUCTION JOINT RCB OR ARCH TO RCP USE CONST. JOINT OF RCB OR ARCH. RCB TO ARCH. USE CONST. JOINT OF RCB AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER �� TRANSITION STRUCTURE STAN�DA�RRICPLAN PROMULGATED PUS WORKS STANDARDS INC.. 342-1 ��N C RCB TO PIPE REQ' 1°°° USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 SERVICE ALERT V /\T I\VU RISER CONNECTION DETAIL �, ILIA IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. a s O ow AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN TRANSITION STRUCTURE METRIC RCB TO PiPE 342 -1 SHEET 2 OF 2 CMP RISER qECTING RING L3" X3"X1/4 RIVETED, SPOTWELDED OR ;WELDED TO CMP ®12" MAX. CALTRANS STD. D93C BRICK AND MORTAR SEAL STD PLAN N0. 323-1 (SEE SHEET 8) OF THE HOLE IN THE RCB NOTES f. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE. 8, SHALL NOT EXCEED 5* 4 5' . 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 100mm (40) 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 IOOmm (48). RCB TO ARCH AND ARCH T4 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 130mm (58) FOR PiPE SIZE OF 2400mm (96') OR LESS. AND 200mm (81 FOR PIPE SIZES OVER 2400mm (96'). 6. f� = 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) oz BiLLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 40mm (I 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 WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PROJECT DRAWINGS. 10. 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, SPAN (FT) 3 HEIGHT (FT) 3 MAX EARTH COVER (FT) 10 T1 (INCH) 7 T2 (INCH) 6 T3 (INCH) 6 SPACING (INCH) 7 "A" SIZE BAR 6 "E" SIZE BAR 4 CONCRETE CF/LF 7.3 REINFORCEMENT LB/LF 48 NOTES 1. ALL CATCH BASIN WALLS SHALL BE REINFORCED WITH #4 ®12" O.C. MINIMUM USE REINFORCEMENT CALLED OUT IN STD. PLAN WHEN iT EXCEEEDS #412" 8 AS BUILT 07/21/0b-=-� 7 REVISED LAT. & CB ,#C-14 11/02/04';`"`"'� � REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 1 PLAN CHECK ISSUE 2/2/0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 2 PLAN CHECK ISSUE 2/19/0 oFEss� 3 REVISED SIZE OF RCB UNE C AND ALIGNMENTS OF 5/04/04 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MITC&rn , RCB UNE C &LAT C-13. REVISED UNE A ALIGNMENT SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � Q 9N No. 45715 �A\ REALIGN RCB AND DELETED LAT. A-15 5/14/ -,-- THE CiTY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12-31-06 �/, CIVIL/5\ IVIL 4 REVISED ALIGNMENT OF UNE A 5/19/0 q BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Fo �F� 5 REVISED ALIGNMENT OF UNE A 6/4/04 F c A\- 6 REVISED LAT. C-2 AND C-14 6/30/ STANDARDS IN EFFECT. a�Essia q �II1TCy�. � Exp. 12-314 cF PLANS Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT --=� DRAWN BY: SCALE- R.C.E. � R.C.E. 45715 EXP 12-31-06 AT DETAIL SHEET AS SHOWN DESIGNED BY: TR�CzT NO. 16235 DATE: JAM � 2/19/04, Date : 5P// dt,1-Z��7 9 0 CHECKED BY: APP VED BY /�/ DRAWING NO LMG 351 ITV E EER .C.E. 51152 DATE. / Civil Engineering Land Surveying Land Planning I 8175 EAST KAISER BOULEVARD j ANAHEIM HILLS, CA 92808 (714) 685-6860 a O I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR iS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE ORA 25 mm(I') DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WiDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR. FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL 8E GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.111,11ILT10111 mn 4, DIMENSIONS B 970 mm(3' -2') V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET 1.35 m(4.5'). VU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND .THE INVERT AT THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mmd121. V 1 THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H NOTED ON THE PROJECT PLANS. W =NOTED ON THE PROJECT PLANS. A THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SP£CI- FlED, THE CONNECTOR PIPE SHALL 8E LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 80 mm(31 PIPE EMBEDMENT. ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 mm(30) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM ENO WALL. STEPS SHALL BE SPACED 300 mm({2.) APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-I/21. ALL OTHER STEPS SHALL PROJECT 130 mm(S'). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 ON CENTER (MAXIMUM) ALONG THE BACKWALL. 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COYER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9. 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 BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN CURB OPENING CATCH BASIN 300 - 2 SHEET 2 OF 2 � G cr W .i, � O oldT- -7-fi 7 i7iz B 1T ` 1L � + N NO ♦' i I RCP OR I RC ARCH* O u O Z W #0 PLAN O W M W Z ;rO N w 1= as L7ELEV. A' ELEV. STA. SECTION A -A ►-"' SECTION B -B TOLL FREE � 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND �N RCS OR RC ARCH* i I.Q"i t ARCH MAY HAVE AHORSESHOE- SHAPED. CIRCULAR, ELLIPTICAL OR SIMILAR CROSS SECTION. 9 TttL PAT TEHi1 SHOWN 15 PICTORIAL ONLY, SEE NOTES t AND T OPTIONAL CONSTRUCTION JOINT RCB OR ARCH TO RCP USE CONST. JOINT OF RCB OR ARCH. RCB TO ARCH. USE CONST. JOINT OF RCB AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER �� TRANSITION STRUCTURE STAN�DA�RRICPLAN PROMULGATED PUS WORKS STANDARDS INC.. 342-1 ��N C RCB TO PIPE REQ' 1°°° USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 SERVICE ALERT V /\T I\VU RISER CONNECTION DETAIL �, ILIA IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. a s O ow AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN TRANSITION STRUCTURE METRIC RCB TO PiPE 342 -1 SHEET 2 OF 2 CMP RISER qECTING RING L3" X3"X1/4 RIVETED, SPOTWELDED OR ;WELDED TO CMP ®12" MAX. CALTRANS STD. D93C BRICK AND MORTAR SEAL STD PLAN N0. 323-1 (SEE SHEET 8) OF THE HOLE IN THE RCB NOTES f. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE. 8, SHALL NOT EXCEED 5* 4 5' . 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 100mm (40) 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 IOOmm (48). RCB TO ARCH AND ARCH T4 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 130mm (58) FOR PiPE SIZE OF 2400mm (96') OR LESS. AND 200mm (81 FOR PIPE SIZES OVER 2400mm (96'). 6. f� = 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) oz BiLLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 40mm (I 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 WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PROJECT DRAWINGS. 10. 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, SPAN (FT) 3 HEIGHT (FT) 3 MAX EARTH COVER (FT) 10 T1 (INCH) 7 T2 (INCH) 6 T3 (INCH) 6 SPACING (INCH) 7 "A" SIZE BAR 6 "E" SIZE BAR 4 CONCRETE CF/LF 7.3 REINFORCEMENT LB/LF 48 NOTES 1. ALL CATCH BASIN WALLS SHALL BE REINFORCED WITH #4 ®12" O.C. MINIMUM USE REINFORCEMENT CALLED OUT IN STD. PLAN WHEN iT EXCEEEDS #412" 8 AS BUILT 07/21/0b-=-� 7 REVISED LAT. & CB ,#C-14 11/02/04';`"`"'� � REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 1 PLAN CHECK ISSUE 2/2/0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 2 PLAN CHECK ISSUE 2/19/0 oFEss� 3 REVISED SIZE OF RCB UNE C AND ALIGNMENTS OF 5/04/04 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MITC&rn , RCB UNE C &LAT C-13. REVISED UNE A ALIGNMENT SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � Q 9N No. 45715 �A\ REALIGN RCB AND DELETED LAT. A-15 5/14/ -,-- THE CiTY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12-31-06 �/, CIVIL/5\ IVIL 4 REVISED ALIGNMENT OF UNE A 5/19/0 q BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Fo �F� 5 REVISED ALIGNMENT OF UNE A 6/4/04 F c A\- 6 REVISED LAT. C-2 AND C-14 6/30/ STANDARDS IN EFFECT. a�Essia q �II1TCy�. � Exp. 12-314 cF PLANS Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT --=� DRAWN BY: SCALE- R.C.E. � R.C.E. 45715 EXP 12-31-06 AT DETAIL SHEET AS SHOWN DESIGNED BY: TR�CzT NO. 16235 DATE: JAM � 2/19/04, Date : 5P// dt,1-Z��7 9 0 CHECKED BY: APP VED BY /�/ DRAWING NO LMG 351 ITV E EER .C.E. 51152 DATE. / 1= as L7ELEV. A' ELEV. STA. SECTION A -A ►-"' SECTION B -B TOLL FREE � 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND �N RCS OR RC ARCH* i I.Q"i t ARCH MAY HAVE AHORSESHOE- SHAPED. CIRCULAR, ELLIPTICAL OR SIMILAR CROSS SECTION. 9 TttL PAT TEHi1 SHOWN 15 PICTORIAL ONLY, SEE NOTES t AND T OPTIONAL CONSTRUCTION JOINT RCB OR ARCH TO RCP USE CONST. JOINT OF RCB OR ARCH. RCB TO ARCH. USE CONST. JOINT OF RCB AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER �� TRANSITION STRUCTURE STAN�DA�RRICPLAN PROMULGATED PUS WORKS STANDARDS INC.. 342-1 ��N C RCB TO PIPE REQ' 1°°° USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 SERVICE ALERT V /\T I\VU RISER CONNECTION DETAIL �, ILIA IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. a s O ow AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN TRANSITION STRUCTURE METRIC RCB TO PiPE 342 -1 SHEET 2 OF 2 CMP RISER qECTING RING L3" X3"X1/4 RIVETED, SPOTWELDED OR ;WELDED TO CMP ®12" MAX. CALTRANS STD. D93C BRICK AND MORTAR SEAL STD PLAN N0. 323-1 (SEE SHEET 8) OF THE HOLE IN THE RCB NOTES f. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE. 8, SHALL NOT EXCEED 5* 4 5' . 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 100mm (40) 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 IOOmm (48). RCB TO ARCH AND ARCH T4 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 130mm (58) FOR PiPE SIZE OF 2400mm (96') OR LESS. AND 200mm (81 FOR PIPE SIZES OVER 2400mm (96'). 6. f� = 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) oz BiLLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 40mm (I 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 WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PROJECT DRAWINGS. 10. 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, SPAN (FT) 3 HEIGHT (FT) 3 MAX EARTH COVER (FT) 10 T1 (INCH) 7 T2 (INCH) 6 T3 (INCH) 6 SPACING (INCH) 7 "A" SIZE BAR 6 "E" SIZE BAR 4 CONCRETE CF/LF 7.3 REINFORCEMENT LB/LF 48 NOTES 1. ALL CATCH BASIN WALLS SHALL BE REINFORCED WITH #4 ®12" O.C. MINIMUM USE REINFORCEMENT CALLED OUT IN STD. PLAN WHEN iT EXCEEEDS #412" 8 AS BUILT 07/21/0b-=-� 7 REVISED LAT. & CB ,#C-14 11/02/04';`"`"'� � REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 1 PLAN CHECK ISSUE 2/2/0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 2 PLAN CHECK ISSUE 2/19/0 oFEss� 3 REVISED SIZE OF RCB UNE C AND ALIGNMENTS OF 5/04/04 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MITC&rn , RCB UNE C &LAT C-13. REVISED UNE A ALIGNMENT SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � Q 9N No. 45715 �A\ REALIGN RCB AND DELETED LAT. A-15 5/14/ -,-- THE CiTY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12-31-06 �/, CIVIL/5\ IVIL 4 REVISED ALIGNMENT OF UNE A 5/19/0 q BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Fo �F� 5 REVISED ALIGNMENT OF UNE A 6/4/04 F c A\- 6 REVISED LAT. C-2 AND C-14 6/30/ STANDARDS IN EFFECT. a�Essia q �II1TCy�. � Exp. 12-314 cF PLANS Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT --=� DRAWN BY: SCALE- R.C.E. � R.C.E. 45715 EXP 12-31-06 AT DETAIL SHEET AS SHOWN DESIGNED BY: TR�CzT NO. 16235 DATE: JAM � 2/19/04, Date : 5P// dt,1-Z��7 9 0 CHECKED BY: APP VED BY /�/ DRAWING NO LMG 351 ITV E EER .C.E. 51152 DATE. / A' ELEV. STA. SECTION A -A ►-"' SECTION B -B TOLL FREE � 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND �N RCS OR RC ARCH* i I.Q"i t ARCH MAY HAVE AHORSESHOE- SHAPED. CIRCULAR, ELLIPTICAL OR SIMILAR CROSS SECTION. 9 TttL PAT TEHi1 SHOWN 15 PICTORIAL ONLY, SEE NOTES t AND T OPTIONAL CONSTRUCTION JOINT RCB OR ARCH TO RCP USE CONST. JOINT OF RCB OR ARCH. RCB TO ARCH. USE CONST. JOINT OF RCB AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER �� TRANSITION STRUCTURE STAN�DA�RRICPLAN PROMULGATED PUS WORKS STANDARDS INC.. 342-1 ��N C RCB TO PIPE REQ' 1°°° USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 SERVICE ALERT V /\T I\VU RISER CONNECTION DETAIL �, ILIA IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. a s O ow AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN TRANSITION STRUCTURE METRIC RCB TO PiPE 342 -1 SHEET 2 OF 2 CMP RISER qECTING RING L3" X3"X1/4 RIVETED, SPOTWELDED OR ;WELDED TO CMP ®12" MAX. CALTRANS STD. D93C BRICK AND MORTAR SEAL STD PLAN N0. 323-1 (SEE SHEET 8) OF THE HOLE IN THE RCB NOTES f. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE. 8, SHALL NOT EXCEED 5* 4 5' . 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 100mm (40) 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 IOOmm (48). RCB TO ARCH AND ARCH T4 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 130mm (58) FOR PiPE SIZE OF 2400mm (96') OR LESS. AND 200mm (81 FOR PIPE SIZES OVER 2400mm (96'). 6. f� = 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) oz BiLLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 40mm (I 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 WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PROJECT DRAWINGS. 10. 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, SPAN (FT) 3 HEIGHT (FT) 3 MAX EARTH COVER (FT) 10 T1 (INCH) 7 T2 (INCH) 6 T3 (INCH) 6 SPACING (INCH) 7 "A" SIZE BAR 6 "E" SIZE BAR 4 CONCRETE CF/LF 7.3 REINFORCEMENT LB/LF 48 NOTES 1. ALL CATCH BASIN WALLS SHALL BE REINFORCED WITH #4 ®12" O.C. MINIMUM USE REINFORCEMENT CALLED OUT IN STD. PLAN WHEN iT EXCEEEDS #412" 8 AS BUILT 07/21/0b-=-� 7 REVISED LAT. & CB ,#C-14 11/02/04';`"`"'� � REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 1 PLAN CHECK ISSUE 2/2/0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 2 PLAN CHECK ISSUE 2/19/0 oFEss� 3 REVISED SIZE OF RCB UNE C AND ALIGNMENTS OF 5/04/04 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MITC&rn , RCB UNE C &LAT C-13. REVISED UNE A ALIGNMENT SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � Q 9N No. 45715 �A\ REALIGN RCB AND DELETED LAT. A-15 5/14/ -,-- THE CiTY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12-31-06 �/, CIVIL/5\ IVIL 4 REVISED ALIGNMENT OF UNE A 5/19/0 q BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Fo �F� 5 REVISED ALIGNMENT OF UNE A 6/4/04 F c A\- 6 REVISED LAT. C-2 AND C-14 6/30/ STANDARDS IN EFFECT. a�Essia q �II1TCy�. � Exp. 12-314 cF PLANS Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT --=� DRAWN BY: SCALE- R.C.E. � R.C.E. 45715 EXP 12-31-06 AT DETAIL SHEET AS SHOWN DESIGNED BY: TR�CzT NO. 16235 DATE: JAM � 2/19/04, Date : 5P// dt,1-Z��7 9 0 CHECKED BY: APP VED BY /�/ DRAWING NO LMG 351 ITV E EER .C.E. 51152 DATE. / SERVICE ALERT V /\T I\VU RISER CONNECTION DETAIL �, ILIA IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. a s O ow AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN TRANSITION STRUCTURE METRIC RCB TO PiPE 342 -1 SHEET 2 OF 2 CMP RISER qECTING RING L3" X3"X1/4 RIVETED, SPOTWELDED OR ;WELDED TO CMP ®12" MAX. CALTRANS STD. D93C BRICK AND MORTAR SEAL STD PLAN N0. 323-1 (SEE SHEET 8) OF THE HOLE IN THE RCB NOTES f. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE. 8, SHALL NOT EXCEED 5* 4 5' . 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 100mm (40) 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 IOOmm (48). RCB TO ARCH AND ARCH T4 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 130mm (58) FOR PiPE SIZE OF 2400mm (96') OR LESS. AND 200mm (81 FOR PIPE SIZES OVER 2400mm (96'). 6. f� = 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) oz BiLLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 40mm (I 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 WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PROJECT DRAWINGS. 10. 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, SPAN (FT) 3 HEIGHT (FT) 3 MAX EARTH COVER (FT) 10 T1 (INCH) 7 T2 (INCH) 6 T3 (INCH) 6 SPACING (INCH) 7 "A" SIZE BAR 6 "E" SIZE BAR 4 CONCRETE CF/LF 7.3 REINFORCEMENT LB/LF 48 NOTES 1. ALL CATCH BASIN WALLS SHALL BE REINFORCED WITH #4 ®12" O.C. MINIMUM USE REINFORCEMENT CALLED OUT IN STD. PLAN WHEN iT EXCEEEDS #412" 8 AS BUILT 07/21/0b-=-� 7 REVISED LAT. & CB ,#C-14 11/02/04';`"`"'� � REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 1 PLAN CHECK ISSUE 2/2/0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 2 PLAN CHECK ISSUE 2/19/0 oFEss� 3 REVISED SIZE OF RCB UNE C AND ALIGNMENTS OF 5/04/04 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MITC&rn , RCB UNE C &LAT C-13. REVISED UNE A ALIGNMENT SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � Q 9N No. 45715 �A\ REALIGN RCB AND DELETED LAT. A-15 5/14/ -,-- THE CiTY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12-31-06 �/, CIVIL/5\ IVIL 4 REVISED ALIGNMENT OF UNE A 5/19/0 q BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Fo �F� 5 REVISED ALIGNMENT OF UNE A 6/4/04 F c A\- 6 REVISED LAT. C-2 AND C-14 6/30/ STANDARDS IN EFFECT. a�Essia q �II1TCy�. � Exp. 12-314 cF PLANS Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT --=� DRAWN BY: SCALE- R.C.E. � R.C.E. 45715 EXP 12-31-06 AT DETAIL SHEET AS SHOWN DESIGNED BY: TR�CzT NO. 16235 DATE: JAM � 2/19/04, Date : 5P// dt,1-Z��7 9 0 CHECKED BY: APP VED BY /�/ DRAWING NO LMG 351 ITV E EER .C.E. 51152 DATE. / CMP RISER qECTING RING L3" X3"X1/4 RIVETED, SPOTWELDED OR ;WELDED TO CMP ®12" MAX. CALTRANS STD. D93C BRICK AND MORTAR SEAL STD PLAN N0. 323-1 (SEE SHEET 8) OF THE HOLE IN THE RCB NOTES f. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE. 8, SHALL NOT EXCEED 5* 4 5' . 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 100mm (40) 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 IOOmm (48). RCB TO ARCH AND ARCH T4 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 130mm (58) FOR PiPE SIZE OF 2400mm (96') OR LESS. AND 200mm (81 FOR PIPE SIZES OVER 2400mm (96'). 6. f� = 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) oz BiLLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 40mm (I 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 WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PROJECT DRAWINGS. 10. 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, SPAN (FT) 3 HEIGHT (FT) 3 MAX EARTH COVER (FT) 10 T1 (INCH) 7 T2 (INCH) 6 T3 (INCH) 6 SPACING (INCH) 7 "A" SIZE BAR 6 "E" SIZE BAR 4 CONCRETE CF/LF 7.3 REINFORCEMENT LB/LF 48 NOTES 1. ALL CATCH BASIN WALLS SHALL BE REINFORCED WITH #4 ®12" O.C. MINIMUM USE REINFORCEMENT CALLED OUT IN STD. PLAN WHEN iT EXCEEEDS #412" 8 AS BUILT 07/21/0b-=-� 7 REVISED LAT. & CB ,#C-14 11/02/04';`"`"'� � REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 1 PLAN CHECK ISSUE 2/2/0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 2 PLAN CHECK ISSUE 2/19/0 oFEss� 3 REVISED SIZE OF RCB UNE C AND ALIGNMENTS OF 5/04/04 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MITC&rn , RCB UNE C &LAT C-13. REVISED UNE A ALIGNMENT SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � Q 9N No. 45715 �A\ REALIGN RCB AND DELETED LAT. A-15 5/14/ -,-- THE CiTY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12-31-06 �/, CIVIL/5\ IVIL 4 REVISED ALIGNMENT OF UNE A 5/19/0 q BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Fo �F� 5 REVISED ALIGNMENT OF UNE A 6/4/04 F c A\- 6 REVISED LAT. C-2 AND C-14 6/30/ STANDARDS IN EFFECT. a�Essia q �II1TCy�. � Exp. 12-314 cF PLANS Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT --=� DRAWN BY: SCALE- R.C.E. � R.C.E. 45715 EXP 12-31-06 AT DETAIL SHEET AS SHOWN DESIGNED BY: TR�CzT NO. 16235 DATE: JAM � 2/19/04, Date : 5P// dt,1-Z��7 9 0 CHECKED BY: APP VED BY /�/ DRAWING NO LMG 351 ITV E EER .C.E. 51152 DATE. / NOTES 1. ALL CATCH BASIN WALLS SHALL BE REINFORCED WITH #4 ®12" O.C. MINIMUM USE REINFORCEMENT CALLED OUT IN STD. PLAN WHEN iT EXCEEEDS #412" 8 AS BUILT 07/21/0b-=-� 7 REVISED LAT. & CB ,#C-14 11/02/04';`"`"'� � REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 1 PLAN CHECK ISSUE 2/2/0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 2 PLAN CHECK ISSUE 2/19/0 oFEss� 3 REVISED SIZE OF RCB UNE C AND ALIGNMENTS OF 5/04/04 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MITC&rn , RCB UNE C &LAT C-13. REVISED UNE A ALIGNMENT SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � Q 9N No. 45715 �A\ REALIGN RCB AND DELETED LAT. A-15 5/14/ -,-- THE CiTY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12-31-06 �/, CIVIL/5\ IVIL 4 REVISED ALIGNMENT OF UNE A 5/19/0 q BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Fo �F� 5 REVISED ALIGNMENT OF UNE A 6/4/04 F c A\- 6 REVISED LAT. C-2 AND C-14 6/30/ STANDARDS IN EFFECT. a�Essia q �II1TCy�. � Exp. 12-314 cF PLANS Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT --=� DRAWN BY: SCALE- R.C.E. � R.C.E. 45715 EXP 12-31-06 AT DETAIL SHEET AS SHOWN DESIGNED BY: TR�CzT NO. 16235 DATE: JAM � 2/19/04, Date : 5P// dt,1-Z��7 9 0 CHECKED BY: APP VED BY /�/ DRAWING NO LMG 351 ITV E EER .C.E. 51152 DATE. / a�Essia q �II1TCy�. � Exp. 12-314 cF PLANS Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT --=� DRAWN BY: SCALE- R.C.E. � R.C.E. 45715 EXP 12-31-06 AT DETAIL SHEET AS SHOWN DESIGNED BY: TR�CzT NO. 16235 DATE: JAM � 2/19/04, Date : 5P// dt,1-Z��7 9 0 CHECKED BY: APP VED BY /�/ DRAWING NO LMG 351 ITV E EER .C.E. 51152 DATE. /