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HomeMy WebLinkAbout5716-4O L� C14 cif LLJ Li I Q OK 0 O uco B + c cv0 s— !— z No IR At OR I RCB OR ARCH* I RC ARCH* /^� y�/ t''— — — — — — - L w Q a Q (n UJ � ~ PLAN },.V * ARCH MAY HAVE A HORSESHOE - SHAPED, CIRCULAR, ELLIPTICAL ® p OR SIMILAR CROSS SECTION. <0 €- I � P, SEE NOTE 5 T_ I I ELEVATION STATION ELEVATION STATION -� °'Q Tare, w< O V)IJ CL `'2 < t- z SECTION A—A–�' STEEL PATTERN SHOWN IS PICTORIAL ONLY, SEE NOTES 2 AND 7 SECTION B—B OPTIONAL CONSTRUCTION JOINT: RCB OR ARCH TO RCP USE CONST JOINT OF RCB OR ARCH. RCB TO ARCH, USE CONST JOINT OF RCB STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. THE HORIZONTAL. ANGLE OF DIVERGENCE OR CONVERGENCE, 8, 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 c = 28 MPca (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 B OR ARCH STRUCTURES SHOWN ON THE PLANS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION V� Q� C7 i BOX LENGTH �1 (l Al lr'Kl!"CAIT ( , PRCB z e CL .i BOX LENGTH MIN RADIUS Fma . . REINFORCED CONCRETE BOX t REINFORCED CONCRETE BOX „Y,f 21" (525 mm) MIN SHEET 11 OF 42 SHEET 12 OF 42 FSTEPS 3/4" (20 mm)o GALVANIZED 3 900 SHOWN HEREON Ii CARRIED • 13M Q 250 mm) EACH WAY JOIN 1THROUGH JHROUGH6 OPENING PER +rf -- �-- -- F-- -- - -- SAFETY BAR* E 1800 EXISTING CULVERT =2'-6" 750 mm 12" (300 mm) MIN I I I I I I t 29 A • i1 �J • s# E No =t `" E;i o m, SLAB ,.# LD f I♦ , I r l)TILITY DIRECTION 3fi W, Awl ANGLE (0) . ,e w STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION BOX LENGTH MIN RADIUS Fma . . REINFORCED CONCRETE BOX t REINFORCED CONCRETE BOX „Y,f 21" (525 mm) MIN SHEET 11 OF 42 SHEET 12 OF 42 FSTEPS 3/4" (20 mm)o GALVANIZED 3 900 SHOWN HEREON Ii CARRIED • 13M Q 250 mm) EACH WAY JOIN 1THROUGH JHROUGH6 OPENING PER +rf -- �-- -- F-- -- - -- SAFETY BAR* E 1800 EXISTING CULVERT =2'-6" 750 mm 12" (300 mm) MIN I I I I I " o FLOOR t 29 A IN SLOPE EXISTING �J _ E No =t `" E;i o m, SLAB ,.# LD f I♦ , ANGLE (0) . ,e w STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDAR© PLAN 390--1 5'-6" (1.65 m) MAX Fma . . REINFORCED CONCRETE BOX t REINFORCED CONCRETE BOX „Y,f 21" (525 mm) MIN SHEET 11 OF 42 DIAL< TWO WORKING BEFORE, DAYS BEFOR YOU DIG YOU DIG TOLL FREE: 811 ,- ga BENCHMARK: BASIS OFBEARi �► DERIVED11 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 5, THE BENCHMARK FOR THIS NAD 83 (EPOCH 2011.00) AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL PROJECT IS BASED ON THE POSITIONING STATIONS (CGPS) AND/OR CONTINUOUS OPERATING REFERENCE STATIONS (CORS) NATIONAL GEODETIC SURVEY (N= FROM GEODETIC VALUES PUBLISHED BY VERTICAL CONTROL NETWORK. THE BRNUMBERPID EV9267 :1 DESIGNATION UF -628, ELEVATION RESPECTIVELY. ALL DISTANCES ARE U.S. FEET (GRID). GROUND DISTANCES CAN BE OBTAINED BY MULTIPLYING A COMBINATION: OR OF 0.99995585. 1006.35'A#s CROSSING PIPE MALL (DIAMETER OF PIPE = D) OPTIONAL SIDE OF x --- (SEE NOTE 3) BLANKET (TYP} 4 ;•.: =. CONCRETE BLANKET �� tip \� 2 CLASS 450•--C-2000N A (2615-••C-14) CONCRETE 1 () j J Z = Do/2 FOR D > 15" 375 mm) UNDISTURBED EARTH (TYP) 3Do /4 FOR D < 15 (375 mm) 6ff EXISTING PIPE (150 mm MIN OUTSIDE OF PIPE BELL (TYP CONCRETE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE) NOTES: 1, CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 18" (450 mm). 2. Y = D/6 (6" (150 mm) MIN). WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN Y, THE CONCRETE SHALL BE PLACED BETWEEN THE PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO Y ABOVE THE EXISTING PIPE, OR AS REQUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER. 3. X = D/12, MINIMUM, TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN X IS LESS THAN THIS MINIMUM, THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER 90' OF THE CROSSING PIPE. 4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION AT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 4' (1.2m) BEYOND THE TRENCH. 5. WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALL REFER TO THE BELL. ,i .if,f-cif r" VERT SLAB OF ARCH OR BOXLr"f, -'�..,...._ 2" (50 mm) THICK STYROFOAM OR 6fi SECTION (CROSSING CONDUIT) OTHER APPROVED COMPRESSIBLE (150 m 150 m ) MATERIAL UNDISTURBED EARTH NO MINIMUM Il O �I s EXISTING PIPE OUTSIDE OF PIPE BELL—/ COMPRESSIBLE. BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCD) NOTES: 1. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 18" (450 mm). 2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY THE STANDARD PLAN PUBLIC WORKS STANDARDS INC. ro"I'LANKET PROl't"MION FOR PIPES GREENBOOK COMMITTEE 9984 REV, 1996, 2009 USE WITH STANDAR€? SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 M r- T A i 6 " A 91 )RTAR OR 0 (330-C-23) DETAIL "A" STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 5'-6" (1.65 m) MAX 390-1 t REINFORCED CONCRETE BOX „Y,f 21" (525 mm) MIN PER SPPWC 300 SHEET 12 OF 42 CASE 1 CATCH BASIN MODIFICATION WITH REAR CULVERT ENTRANCE STREET OR LID SUURFAACE DETAIL "A- 5'-6" (1.65 m) MAX CB REINFORCEMENT E10:: „Y,f 21" (525 mm) MIN PER SPPWC 300 C14 FSTEPS 3/4" (20 mm)o GALVANIZED E I SHOWN HEREON Ii CARRIED • 13M Q 250 mm) EACH WAY JOIN , , OPENING PER i. -- �-- -- F-- -- - -- SAFETY BAR* E SPPWC 310 EXISTING CULVERT =2'-6" 750 mm 12" (300 mm) MIN I I I I I " o FLOOR t 29 A IN SLOPE EXISTING z EL Off _ E No =t `" E;i o m, SLAB FROM ALL LD REINFORCEMENT OUTLET I r l)TILITY DIRECTION 3fi C4 1099 10" (250 mm) WIDE x 12" (300 mm)' JOIN (75 mm) R I �,� 50 DEEP BEAM WITH 2-13M TOP; OPTIONAL I I SECTION I --I L_ _ - - - AGAINST Sz, UNDISTURBED Y „(4) AND BOTTOM AND #2 @ 12 (,#10M @ 300 mm) TIES OC CONSTRUCTION E o E 3/4" (20 mm) DIA E NOTE: t/3 t 3 #4 @ 10" (#13M @ 250 mm) ? JOINT t b=2'-6" t PLAN CONFORMING TO ASTM A36M SECTION (A36) 750 m )MIN. ® 10" 413M @ 250 mm) CATCH BASF MODIFICATION SAFETY BAR FOR FRCP TO AVOID EXISTING UTILITY OUTLET CATCH BASIL TH 12" (300 rim) BEND 4x4xW13 GRE£NBOOK COMMITTEE 1992 I I CONNECTOR PIPE LENGTH O= NOTES. WIDTH OF) OPENING PLUS 6" (150 mm). UTILITY LOCATION AND TYPE 3" (80 mm) BEARING EACH END SHOWN ON THE PLANS. SECTION EXISTING OR NEW REINFORCEMENT 1/4" (10 mm) R t STEEL BEAM E INSIDEFACE 3" (75 mm) 04 E OF CB .-. 4 @ 4' „ " , 1/2 (15 mm) 0 x 6 (150 mm) 1/4" E 13M @ 100 mm) OC TYPIw --- 2" (50 mm) R ANCHOR AT MIDSPAN AND(0 0 24 (600 mm) CENTERS mm), EACH SIDE ANCHORS MAY 1 4" 4" @ 12" CONCRETE PIER BE SHORTER ON BACKSIDE OF REAR BEAM. SEE NOTE 7 10 mm 101x3 mm i� 300 mm s,i ( } ( ) 4") SUPPORTS, SPACE AS NECESSARY; 25 mm 1010 mm MAX 2.1 m (7'-0") 3/8" (10 mm) PLATE DETAIL "A" SECTION X—X CASE 1 CATCH BASIN MODIFICATION WITH REAR CULVERT ENTRANCE STREET OR LID SUURFAACE 30" MIN REQUIRED IMPROVEMENTS NOT COMMENCE," INSIDE WALL WALL INSTALL TYPE 36R GRATE PER -r + CAL TRANS STD. PLAN D 77B FSTEPS 3/4" (20 mm)o GALVANIZED E I SHOWN HEREON Ii CARRIED • A DILIGENT MANNER, ! FORTH Iii REQUIRETHE CITY ENGINEER MAY i. -- �-- -- F-- -- - -- SAFETY BAR* E BRING CONFORMANCE t =2'-6" 750 mm t I I I I I " o FLOOR IN SLOPE z EL Off w I EDGE OF � m, SLAB FROM ALL ct (100 OUTLET I l)TILITY DIRECTION 3fi (75 mm) R I { t OUTLET POUR I.v,- I I I SECTION I --I L_ _ - - - AGAINST Sz, UNDISTURBED Y E o E 3/4" (20 mm) DIA E NOTE: EARTH 18='% 2" 50 mm) GALVANIZED SAFETY BAR SHALL BE SAFETY BAR* -4 0 3/4" (20 mm) DIA GALV, OPTIONAL SUBGRADE 450 mm) - HOT --ROLLED STEEL MIN PLAN CONFORMING TO ASTM A36M SECTION (A36) CASE z CASE CATCH BASF MODIFICATION SAFETY BAR FOR FRCP TO AVOID EXISTING UTILITY OUTLET CATCH BASIL STANDARD PLANS FOR PUBLIC FORKS CONSTRUCTION PROMULGATED BY THE STANDAR} PLAN PUBLIC WORKS STANDARDS INC.. GRE£NBOOK COMMITTEE 1992 REV. 1993, 1996, 2009 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WOR S CONSTRUCTION SHEET 1 OF 2 SHOULD CONSTRUCTION OF THE 30" MIN REQUIRED IMPROVEMENTS NOT COMMENCE," 36" MAX INSTALL TYPE 36R GRATE PER CAL TRANS STD. PLAN D 77B OFTHE ,, OF APPROVAL REMOVABLE GALVANIZED CSP — SHOWN HEREON Ii CARRIED • A DILIGENT MANNER, ! FORTH PERFORATED 1/2"" DIA. DOLES REQUIRETHE CITY ENGINEER MAY i. REVISIONS TO THE PLANS TO �-- CMP RISER BRING CONFORMANCE DIAMETER PER PLAN WITH STANDARDS 30" MIN 36" MAX WELDED (TYP.) a EXISTING T.G. ELEVATION SURFACE PER PLAN NOTES 1. MODIFICATIONS ARE TO BE USED AS REQUIRED BY THE PLANS. ANY ADDITIONAL. CHANGES ARE SUBJECT TO THE APPROVAL OF THE ENGINEER. 2. DETAILS NOT SHOWN SHALL BE PER THE APPLICABLE CATCH BASIN STANDARD PLANS. 3. REFER TO THE PLANS FOR DETAILS OF THE UTILITY AND CULVERT. 4. INTERFERING PORTIONS OF EXISTING CULVERTS SHALL BE REMOVED ON A LINE NORMAL TO THE CULVERT CENTER LINE AND A PORTION OF THE CULVERT RECONSTRUCTED IF REQUIRED. SAWCUTTING SHALL BE USED TO PROVIDE A NEAT JOINT ON THE EXPOSED SURFACE AND TRANSVERSE STEEL. SHALL BE RETAINED. 5. PLACE STEPS IN END WALL OF CATCH BASIN UNLESS OTHERWISE SHOWN. 6. WHEN REINFORCEMENT IS REQUIRED BY SPPWC 309, IT SHALL BE PLACED TO THE CONFIGURATION OF THE MODIFIED BASIN. IF ANGLE A EXCEEDS 45° THE SLOPING PORTION OF THE INVERT SHALL BE REINFORCED AS THE REAR WALL. LENGTH OF BARS SHALL BE INCREASED AS NECESSARY. 7. ELECTRICALLY WELDED STUDS 1/2" x 8" (15 mm x 200 mm), NELSON H4F OR EQUAL MAY BE USED IN LIEU OF THE DEFORMED BAR ANCHORS. IF THE TOP SLABS OF THE CATCH BASIN AND THE CULVERT ARE NOT IN THE SAME PLANE THE ANCHORS ON THE CULVERT SIDE SHALL BE OMITTED. 8. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 300 CURB OPENING CATCH BASIN 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP _z r- 30" MIN 36" MAX INSTALL TYPE 36R GRATE PER CAL TRANS STD. PLAN D 77B REMOVABLE GALVANIZED CSP — CONNECTION BAND (4- IMIDE) I PERFORATED 1/2"" DIA. DOLES 112" FROM BOTTOM @ 8" O. C. 36" �-- CMP RISER DIAMETER PER PLAN 14 GACMP IN V PER PLAN w 00 27, 09 .e . 124 CMP 24 "" RCP PER PLAN 14 GA CONC. COLLAR CONC. SLAB 2" PER CITY OF FONTANA SLOPE TO DRAIN STD. .3022 D � NOT Ta SCALE 1" CEMENT GROU CAPPING A T END OF.. —BRICK LAID LENGTHWISE & MORTARED INSIDE EDGE OF RCP GROOVE OR END OF PIPE (IF BROKEN) —BRICK &MORTAR CLOSURE ELPC17-00045 / TPM."17-001 / DRP#17-004