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HomeMy WebLinkAbout2697-4D BARS 75 mm (31) OC IOM(•3) TIE BAR - 4 -20M(061. E BARS A 975 mm (3'-3.1 LONG. SEE NOTE 2 D BARS 75 mm (3') OC. SEE NOTE 9---/ STREET GRADE MANHOLE SHAFT PER STD. PLAN 324 900 mm (3'-01)-- 01 F OPTIONAL OUTSIDE Fx-EDGES TO BE EDGE OF CONCRETE ROUNDED TO 75 mm (3.1 R R•ID OF SPUR Cot Itc PLAN (SHAFT NOT SHOWN) MANHOLE FRAME AND COVER PER STD. PLAN 630 610 mm (249 125 mm■50Bono 15•%2.1 PIPE SEAT 7 E BARS /-TIE BARS STEPS TIE BAR 125 mm (5') F 1k� ROUND EDGES TO 75 mm(39R 15M(•4) O 450 mm OW), OC BOTH WAYS TO BE USED WHEN D, IS 1500 mm b-/ (60.) OR OVER - SECTION A -A CONCRETE RINGS PER STO. PLAN 324 OMIT THIS STEP IN PAVED STREETS H BARS 150 mm (6 400 mm (16') FOR PAVED STREETS. 650 mm (2'-2') FORj UNPAVED STREETS J BARS SPRING LINE INLET ELEVATION APPLIES AT THIS POINT F PIPE SEAT LEVEL, SEE NOTE 8 GRADE POINTS. SEE NOTE 4 --� SECTION B -B STREET GRADE 125 mm a 25 mm (5'119 RING SEAT -H BARS SECTION C -C SEE TABLE VARIABLE E BARS IOM(•3 OR •4) TIE BARS J BARS ROUND EDGES TO 75 mm (3•)R AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ��Ua�B. RE 4-I3M(.4) HBARS �'J STANDARDMETRIC -IOM(•3) TIE BAR ID=900 mm 36" OR LARGER 900 mm REv. ,Bee I m (3'-O•) LONG 3-I51I(04) J BARS L4 m (4'-01) (4'-8.) LONG 75 mml3') OC CON'T.ADI BARS ISO mm DETAIL "N" F (6.1 OC TO INSIDE EDGE OF MANHOLE. SEE NOTE 2 COVER NOT SHOWN( (RINGS AND _ PLAN (SHAFT NOT SHOWN) MANHOLE FRAME AND COVER PER STD. PLAN 630 610 mm (249 125 mm■50Bono 15•%2.1 PIPE SEAT 7 E BARS /-TIE BARS STEPS TIE BAR 125 mm (5') F 1k� ROUND EDGES TO 75 mm(39R 15M(•4) O 450 mm OW), OC BOTH WAYS TO BE USED WHEN D, IS 1500 mm b-/ (60.) OR OVER - SECTION A -A CONCRETE RINGS PER STO. PLAN 324 OMIT THIS STEP IN PAVED STREETS H BARS 150 mm (6 400 mm (16') FOR PAVED STREETS. 650 mm (2'-2') FORj UNPAVED STREETS J BARS SPRING LINE INLET ELEVATION APPLIES AT THIS POINT F PIPE SEAT LEVEL, SEE NOTE 8 GRADE POINTS. SEE NOTE 4 --� SECTION B -B STREET GRADE 125 mm a 25 mm (5'119 RING SEAT -H BARS SECTION C -C SEE TABLE VARIABLE E BARS IOM(•3 OR •4) TIE BARS J BARS ROUND EDGES TO 75 mm (3•)R AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ��Ua�B. RE MANHOLE PIPE TO PIPE MAIN LINE �'J STANDARDMETRIC PUBLIC VAPKB MT ARD31NC.. GREENBO 1992 ITTEE aaz ID=900 mm 36" OR LARGER 320-1 REv. ,Bee SHEET 1 OF a USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION i MAIN LINE RCP OR REINFORCED MONOLITHIC ARCH, SEE NOTE 2 ' c4 J SEE NOTE f H H 1 , 39 80 mm (3.1 MIN. �T I �II d l LATERAL/ L +j CONNECTOR PIPE G BARS F (ROUND15M O ISO mm am to _ LEDGE I JI O (•4 O 61) OC p r -o WZt (3*) 7R w 0 r- - -- IOM O 450 mm z p z 1 (•3 OR •4 O 18') v i1 a W o i OC TIE BARS Z m W N m E AND F BARS 0 15M O 75 mm m I ' (•5 O 3') OC. SEE NOTE 8 u In - STA POINT TABLE OF CONNECTOR PIPE H80 mm SEE NOTE 3 VALUES FOR T (3') MIN. STA. POINT B T LATERAL SEE NOTE 3 300 now 029 130 mm (59 PLAN 375 mm 059 130 mm 159 430 mm 08.1 130 mm 459 525 mm (21•) 130 Boon (5•) SPUR ION O 450 mm 600 mm (24') 140 •VII 15 1/2.1 �(•3 OR •4 O 189 675 mm 1279 1 140 mm 15 1/29 OC TIE BAR 750 mm (309150 mm 189 G BARS 15M O 150 mm REINFORCING STEEL I (•4 O 69 0.. -OC 825 mm (33.1 170 mm (6 1/2') Man 900 m (!16.11170 mm (6 1/2.) 80 mm (3• MIN. / 975 mm (39')l too mm (7.1 SPRING ND LINE ROUI \ o � � 130-rBo1A,1 m o - TIE BARS -� II EDGES E BARS 15M I.5) ELEV. R v - :\ ELEV. S / 0,80 mm (3'1 OC G BARS F BARS ISM (as) O 75 mm (3.) OC �\ UNDISTURBED CONCRETE CRADLE. EARTH H ' H 265-0-14 (450-C-2000), SEE NOTE 9 SECTION Z -Z SECTION M -M AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER JUNCTION STRUCTURE - PIPE TO PIPE INLET STANDARD PLAN PRI 1TE0 By THE PUBLIC "� �°�mE �` ID > 600 mm (24"j OR ID > 1/2 MAIN LINE ID 331-2 Rev. 19o1f5 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET TABLE OF VALUES FOR F IF D2 9 0 mm 13 165 mm 1/21 975 mm (39•] 180 mm 71 I o m m(4 9 ISO I/' 1125 mm I451 195 mm (7 3/49 1200 mm (481 205 mm 8' 1275 mm (31') 215 mm t8 I/2' I SO mm 54' 23 mm l9' 1425 mm (579 235 mm I/4' 1500 mm 160' 240 mm 1/21 I575 mm f637 5 mm 10• 1650 mm 166') 260 mm 10 I/4•) 1725 mm 1691 275 mm (10 3/41 1800 mm f729 260 mm tug 1950 mm (78') mm II /4• 2100 mm (84') '320 mm (12 1/29 S mm (90') 1335 i 14.1 Mm 400 mm (96.1 355 mm 141 2550 mm (102.1 395 mm (JS 1/20) 0 m (108') 403 mm (16') 2850 mm f1149 420 mm 116 1/29 000 mm 120') 430 mm (17.7 3150 mm 126' 430 mon ll 71 mm (132') 445 mm f17 1/21 m5300 3450 mm (138' 445 m (l7 1/2'1 3600 mm (144'11455 STANDARD PIAN MANHOLE PIPE TO PIPE MAIN LINE 2METRIC 3203oF� 20F2 20F4 OF 2 WORKS CONSTRUCTION TABLE OF VALUES FORM (SEE NOTE I) PAYED STREET UNPAVED STREET SECTION MAX. MIN. MAX. MIN, A -A 867 mm 12'-10 1!2•) 1060 mm (3'-6.1 C -C 282 mm (11') 217 mm 8 1/2.1 410 mm (169 380 mm (15.) STANDARD PIAN MANHOLE PIPE TO PIPE MAIN LINE 2METRIC 3203oF� 20F2 20F4 SHEET I OF 2 WORKS CONSTRUCTION mm (18•) AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANR�D PLAN MANHOLE PIPE TO PIPE MAIN LINE 320-1 ID=900 mm 36" OR LARGER SHEET STANDARD PIAN MANHOLE PIPE TO PIPE MAIN LINE 2METRIC 3203oF� 20F2 20F4 NOTES I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN I/2 THE INSIDE DIAMETER D OF THE MAIN LINE: OR WHEN THE INSIDE DIAMETER @ OF THE LATERAL IS GREATER THAN 600 mm (241. 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 MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH, 3. STATIONS 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 i APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE. 4. VALUES FOR A, 8, C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. 0. 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. ELEVATIONS 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. B. 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 A CONCRETE 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 (129 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, GRADE 40). AND BE PLACED 40 mm (I I/2') CLEAR FROM CONCRETE SURFACES, STANDARD PIAN MANHOLE PIPE TO PIPE MAIN LINE 2METRIC 3203oF� 20F2 20F4 UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 +ISO mm (6'). II. 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 BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN JUNCTION STRUCTURE -PIPE TO PIPE INLET 331 .. 2 ID > 600 mm 24" OR > 1/2 MAIN LINE ID SHEET NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/21 FOR PAVED STREETS OR 1060 mm (3'-6') FOR UN- PAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION G -C AND DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (481 OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mm (481 OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 456 WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS A. D2=2400 mm (96') OR LESS, V1.7 m P=130 mm (51 B. D2 OVER 2400 mm (96•), L=1.8 m (6'-0'). P=210 mm (8•) L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 150 mm (6.1 OC. 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 mm (I I/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN, 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7. BODY Of MANHOLE SMALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 8, THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. 2. 9. D BARS SHALL BE I5M(•4) FOR 02=975 mm(39') OR LESS, 15M(•5) FOR 02 =1050 mm (421 TO 2100 mm (84') INCLUSIVE AND 20M(•6) FOR 02=2250 mm (901 OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN, STEPS SHALL 0E UNIFORMLY SPACED 350 mm 0.41 TO 375 mm (IS') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE A. MAIN LINE = 900 mm (36*) INSIDE DIAMETER OR LARGER. EXCEPT If THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36') TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm 1331 STANDARD PIAN MANHOLE PIPE TO PIPE MAIN LINE 2METRIC 3203oF� 20F2 OR LESS STANDARD PLAN 321 SHALL 8E USED. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER t LATERAL / CONNECTOR PIPE �Nm IOM0450 mm f•3 OR •4018.1 OC '\\ ROUND EDGES TO RADIUS OF APPROXIMATE 10 OF ` LATERAL. MAXIMUM 9 900 mm (361 STANDARD PIAN MANHOLE PIPE TO PIPE MAIN LINE 2METRIC 3203oF� ID=900 mm 36" OR LARGER SHEET a OF 4 Q MAIN UNE ) --\ A 6 0 BARS� (6:�°'•\�%/C\;�\n" TO ROUND 8 SS mmGE3') R P TABLE FOR DIMENSIONS AND BAR SIZES D2 F 4 OR OR mm � B T 0 lmml (INCHES) Imml (INCHES) � o 300 12 ILO 4 O C STS IS 110 4 I/9 _ 450 18 120 4 I/2 325 21 130 3 n i B00 24 140 S 1/4 - 6g 873 27 140 51/2 � E 750 30 160 6 n o 825 33 180 8 I/4 S •' 900 38 170 6 1/2 �- 975 39 180 7 - I050 42 190 71/2 1125 45 200 7 3/4 1200 98 210 8 O O h 1273 51 220 8 1/2 � 1350 54 230 9 n g 1423 57 240 9 1/4 � - 1300 60 230 9 I/2 E E I575 63 280 10 E E 1630 66 260 10 I/1 N 1725 69 260 10 3/4 1 1 1800 n leo II N 'D 1950 78 300 11 3/4 2100 64 szo 12 vz 2250 90 Sao a 1/1 0 0 2400 96 360 11,- 2550 102 400 Is vz o g 2700 LOB 411 \ � OR •41 15M0450 mm (•aaB'I oc. BOTH WAYS, TO BE USED WHEN D2 IS 1500 mm (60.) OR MORE LONGITUDINAL SECTION D BARS � 'I IOM V3 A BARS R 4 4) ~� F BARS�v ' \ m1 I � ! L03)IOR ROC mmI r BARS I5M0430 mm (•40161) OC. BOTH WAYS, TO BE USED WHEN B IS I5 00 mm (609 OR MORE moor Hal & Fbreman, Inc. ■■r i Civil Engineering •Planning •Surveying •Public Works 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 • (909) 982-7777 PREPARED UNDER THE SUPERVISION OF: 4 RICHARD 4 MAIN LINE -L SECTION N' -N' -N' PROJECTED ON M -M -N' AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PItGNULGATEDBY TRE TRANSITION STRUCTURE STANDARD PIAN %1BLIG'AORKB BTANDARDB INC METRIC (iREERB00K �E PIPE TO PIPE 340-1 ,882 eEv. ,ase USE WITH STANDARD SPECIFICATIONS FOR PUBLIC B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO I/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS Of THE MANHOLE ARE NOT THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (30.). 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36•) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 18. 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 0E ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mm (361 WITHOUT REDUCER 630 610 mm (24•) MANHOLE FRAME AND COVER 633 914 mm (36•) MANHOLE FRAIL AND STANDARD PIAN F CAL�F� METRIC 320 - 1 ID=900 mm 36" OR LARGER SHEET a OF 4 SHEET I OF 2 WORKS CONSTRUCTION 'F E m 0 16 2850 114 420 161/2 3000 120 440 17 ti a n E o a 3150 126 440 17 3300 132 450 171/2 3450 138 450 171/2 3800 144 980 IB ) --\ A 6 0 BARS� (6:�°'•\�%/C\;�\n" TO ROUND 8 SS mmGE3') R P TABLE FOR DIMENSIONS AND BAR SIZES D2 F 4 OR OR mm � B T 0 lmml (INCHES) Imml (INCHES) � o 300 12 ILO 4 O C STS IS 110 4 I/9 _ 450 18 120 4 I/2 325 21 130 3 n i B00 24 140 S 1/4 - 6g 873 27 140 51/2 � E 750 30 160 6 n o 825 33 180 8 I/4 S •' 900 38 170 6 1/2 �- 975 39 180 7 - I050 42 190 71/2 1125 45 200 7 3/4 1200 98 210 8 O O h 1273 51 220 8 1/2 � 1350 54 230 9 n g 1423 57 240 9 1/4 � - 1300 60 230 9 I/2 E E I575 63 280 10 E E 1630 66 260 10 I/1 N 1725 69 260 10 3/4 1 1 1800 n leo II N 'D 1950 78 300 11 3/4 2100 64 szo 12 vz 2250 90 Sao a 1/1 0 0 2400 96 360 11,- 2550 102 400 Is vz o g 2700 LOB 411 \ � OR •41 15M0450 mm (•aaB'I oc. BOTH WAYS, TO BE USED WHEN D2 IS 1500 mm (60.) OR MORE LONGITUDINAL SECTION D BARS � 'I IOM V3 A BARS R 4 4) ~� F BARS�v ' \ m1 I � ! L03)IOR ROC mmI r BARS I5M0430 mm (•40161) OC. BOTH WAYS, TO BE USED WHEN B IS I5 00 mm (609 OR MORE moor Hal & Fbreman, Inc. ■■r i Civil Engineering •Planning •Surveying •Public Works 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 • (909) 982-7777 PREPARED UNDER THE SUPERVISION OF: 4 RICHARD 4 MAIN LINE -L SECTION N' -N' -N' PROJECTED ON M -M -N' AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PItGNULGATEDBY TRE TRANSITION STRUCTURE STANDARD PIAN %1BLIG'AORKB BTANDARDB INC METRIC (iREERB00K �E PIPE TO PIPE 340-1 ,882 eEv. ,ase USE WITH STANDARD SPECIFICATIONS FOR PUBLIC B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO I/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS Of THE MANHOLE ARE NOT THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (30.). 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36•) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 18. 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 0E ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mm (361 WITHOUT REDUCER 630 610 mm (24•) MANHOLE FRAME AND COVER 633 914 mm (36•) MANHOLE FRAIL AND STANDARD PIAN F CAL�F� METRIC 320 - 1 ID=900 mm 36" OR LARGER SHEET a OF 4 SHEET I OF 2 WORKS CONSTRUCTION y II i, -, \3. STATION N' \ M IOM (•3 OR •4). STATION PT. \\�_ SEE NOTE 4 D BARS PLAN D BARS --- i STANDARD PIAN F CAL�F� METRIC 320 - 1 ID=900 mm 36" OR LARGER SHEET a OF 4 COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER NOT S 1. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, A, SHALL NOT EXCEED 5045'. 2. VALUES FOR A. B. C, DI AND 02 ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATIONS 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 1/2'11 CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE IOM Q 450 mm (•3 OR •4 O 181 STANDARD PIAN MANHOLE PIPE TO PIPE MAIN LINE METRIC 320 - 1 ID=900 mm 36" OR LARGER SHEET a OF 4 ) OC OR LESS. 5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 6. TRANSITION STRUCTURE SHALL 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 ELEVATION S TO CATCH BASIN OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. II. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 on (25'). IF THE COYER EXCEEDS 7.5 no (251 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 STRUCTURE METRIC 340 - 1 PIPE TO PIPE SHEET 0� {r E� 1231-059F-k L"NfL m r'4l �`' No. 24573 21 Or-- E(7F CALIF�P�\ * Exp. 12/31/01 � AJdI •Rtco.d D�,wi4 , ," /18 -ol �/'1 / 03o J, Q REVISED SHEET To'fALS 913 5/o/94 F!"' •3•11 9TF CIVIL R�\P O REVISIONS eapQnvel DATE eppR^vel DATE 20F2 L. BOWMAN R.C.E. 24573 DATE: & RFcofee eRAw4*& The irlforrnation on this dtiwing±s et►tairleehem ostlers and, must be verrfied in the field by apiyo� prior to use or rnistruction. HALL &FOREMAN, INC. isnot responsible Fri ;;inrground felCifiity locations or depictions. All above grf111 (aMilices can be readily seen and verified by the parties tl-I ; nter;(i to use same. CITY OF FONTANA, CALIFORNIA DRAWN BY STORM DRAIN IMPROVEMENT PLANS SCALE: E.O. DESIGNED BY DETAIL SHEET HORIZ: 1" = 40' VERT: 1" = 4' C.N. & E.O. FOR CHECKED BY DATE: A.G. & R.B. TRACT NO. 15949 09/30/98 JOB N0. 5195 APPROVED DR. N0. �SHT. N0. Un • Li��� >t' u• 99 G.•,. CITY ENGINEER R.C.E. 25126 2897 4 OF 6 V Ln I