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Home My WebLink About4043-3, ; n, 041,.1 . 3 -151104I J BMS. I- 1.4 m (4'-81) LONG, T5 mm (3.1 OC CONTINUE F - DI F ADDITIONAL BARS 150 mm (6•) OC TO INSIDE€ EDGE OF MANHOLE STATION n 125 mm x 50mm(5'x 2') PIPE SEAT 3-D BARS. 75 mm (3') OC CONTINUE 150 mm (6') OC 4-20W, E 8ARS� SEE NOTE 3 IOM O 450 mm 1.3 OR 04 O 181 OC ' TIE BARS A 5 B BARS ROUND TO 75 mm (31 R OPTIONAL FILLET It SPUR Iso mm (6.1 ANY STANDARD PIPE JOINT "'R= ID SPUR WITH A MAX. 8 OF 1050 mm Olt� F (3'-61) MANHOLE PLAN SHAFT PER STD. (SHAFT NOT SHOWN) PLAN 324 STEPS 0 S 123 mmx50s _ (5•x2•! PIPE SEAT- ELEV. S 1.2 m - OPTIONAL (4'-0') OUTSIDE EDGE OF CONCRETE +C DETAIL 'NA (RINGS AND COVER NOT SHOWN) SEE NOTE 2 STREET GRADE -MANHOLE FRAME AND COVER PER w STD. PLAN 630 J m D BARS w TIE BARS U)r F BARS SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER LISW O 450 mm (04 O 181 MANHOLE PIPE TO PIPE OC BOTH WAYS, TO BE SECTION G -G 15M O 450 mm (•4 O 18.1 OC USED WHEN B IS 1500 mm 322 - 1 BOTH WAYS. TO BE USED (60'1 OR MORE D BARS WHEN D2 IS 1500 mm (601 REv ,9ss OR MORE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION N -M -P -O P 700 I -CONCRETE RINGS PER OMIT THIS STEP IN STD. PLAN 324 PAVED STREETS 1 I MM ELEVATION 1 IS•1 STREET GRADE H BAR 125 mmx 25 mm(5•x11) 150 mm (6') a RING SEAT A8 DOR F ~ 400 mm (161 FOR PAVED 150 from (6') STREETS. 650 mm (2-2• H BAR FOR UNPAVED STREETS 5 0- 130 mm (6') ,.� I _ - YAR I ABLE TIE BARS E BARS ISO mm (6') TIE BARS MIN. MIN. F F J BARS N -M -P -O mm 2'-10 If;,_, 1060 mm 3'-6•) -01282 ROUND GER TO 07 C- 7 8 1/2.1 410 mm (161) 380 mm 051 75 mm 3 SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED MANHOLE PIPE TO PIPE STANDARD PLAN ABVTHE PUBLIC GREENRKSSTANOAROS INC.. GREENBOOK COMMITTEE LARGE SIDE INLET 5 322 - 1 ,992 D BARS 240 r REv ,9ss SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION �- E SHAFT STANDARD PLAN METRIC 322-1 125mmx50MM(5'x2') MANHOLE PIPE TO PIPE (LARGE SIDE INLET) SEAT 240 r �NIPIPE U- D BARS 240 r D BARS 240 r ROUND EDGES') III 240 r TO75 mm R I 210 6" P 700 180 5' _4) ELEVATION (I 225 6-1 2" STATION II 180 5' ELEVATION 180 4' LONGITUDINAL SECTION 1120 (3-1/2*) TABLE OF SAWS SI * 3,)c t2'h" A8 DOR F 30,00 So. III 5.0' mm 1 ' - 7 9• ISMO 75 05 O 3• 15M O ISO mm •4 i 4'x 14' 5YI'x15t14- 10 0 mm 142•)-2100 Mitt (84.) M 7 • 3') ISM O ISO mm f•5 5 0- MO mm (90:1-3500 14 • I 6- i 4• A 14' ABLE OF UE FOR M (SEE NOTE 2) 47 50 Sq. In SECTION,, PAVED STREET UNPAVED TREET 115 MIN. MIN. N -M -P -O mm 2'-10 If;,_, 1060 mm 3'-6•) -01282 07 C- 7 8 1/2.1 410 mm (161) 380 mm 051 TABLE OF VALUES FOR FTABLE OF VALUES FOR T guomm mm I/ 300 mm (12•) 100 Min 4.1 mm 180 mm (7• 375 mm (15•) 110 mm 4 1/4•) 1050 m" U2.1 190 mm ( I/ • 450 mm Ile9 IIS mm (4 1/ •) 1125 mm (45• 195 no /4.1 525 mm 21• In mm (5.1 1200 mm FOS mm 8• 600 mm (241) 135 mm 15 I/4•) 1275 mm 51• 215 mm ( 1/2' 675 mm (279 140 mm I/ ' mm Z30 ■1w 11 750 mm 45011 ISO mm 6.1 M 23 1/41 25 Rim (339 0 Min (6 1/24 ISO 60') 4 900 361) 165 mm IB 1/2• mm IS75 mm 6 ' S 2101) 975 mm (39') I 71 I mm 260 mm (10 1/41) 1050 mm 142•) 190 mm (7 I/2•) mm 9' 27 mm 10 3/4•) 1125 mm 45' 195 mm (7 314' 1800 mm 7• 1119 1200 mm 48• 205 mm (8.1 1950 mm (78') 300 mm 11 3/41 1275 mm 51' mm (8 1/21) 2100 mm (84.1 320 mm (12 1/24 1350 mm (54.) 230 mm 191 2250 mm 1901 335 Min 13 1/4' 1425 I•m (57.1 235 mm 19 1/41) 2400 mm (96• 335 mm f49 1500 mm (60.1 240 mm (9 1/2.) 2550 mm (102') 395 Min (15 I/2•l 1375 mm 163')255 Min 10.1 2700 Min 108•) 40 Min 1650 6 •) 260 mm (10 1/41) 2850 mm 114• 4 mm 11 • 1723 I/ mm 169•) 275 mm 0 /41 mm 10•) 430 mm (17' 1800 mm ITZ'1 280 mm 11.1 mm 1 6'1 0 mm (17.1 19 mm 300 mm (11 3/4.) 3300 mm 0321 443 mm (17 11r) 2100 mm (84.) 320 mm (12 I/2•) 3450 mm 138•) 44 mm (I I/2' mm 901 335 Mitt I 1/49 0 mm 144' 45 (18' 2400 mp 196*) 355 mm (141) 2350mm 1102•) 395 mm 115 1/2' 2700 mm (1 )% 405 mm 118.1 2850 mm HIT 420 mm 16 I/FF 000 mm 120') 430 mm (17•) 3150 Mn (126•) 430 mm 117.1 13300 Min I 445 mm / 550mm (138 1 44 mm 117 I/ 133453450 600 mm U44') 453 mm JIG-) AMERICAN PUBLIC WORKS ASSOCIATION CALIFORNIA -SOUTHERN CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION NOTES I. VALUES FOR A. B. C. DI, D2, ELEVATION R AND ELEVATION S ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2') FOR PAVED STREETS OR 1060 mm (3'-6') FOR STREETS CONSTRUCT MONOLITHIC HAFT P UNPAVED R SECTION C -C AND S E DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS 1200 Minn (48') OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mm(48') OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45• WITH CENTER LINE. 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 5. P SHALL BE 125 mm (5') FOR D2=2400 mm (961 OR LESS AND 200 mm (81 FOR D2 OVER 2400 mm (961. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF F SHOWN ON TABLE, SH. I. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm 051 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. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE- QUATE. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. B. LATERAL = 300 mm (12•) TO 3600 mm (144') INSIDE DIAMETER: HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 240 r SHEET 2 OF 4 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION NOTES I. VALUES FOR A. B. C. DI, D2, ELEVATION R AND ELEVATION S ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2') FOR PAVED STREETS OR 1060 mm (3'-6') FOR STREETS CONSTRUCT MONOLITHIC HAFT P UNPAVED R SECTION C -C AND S E DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS 1200 Minn (48') OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mm(48') OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45• WITH CENTER LINE. 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 5. P SHALL BE 125 mm (5') FOR D2=2400 mm (961 OR LESS AND 200 mm (81 FOR D2 OVER 2400 mm (961. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF F SHOWN ON TABLE, SH. I. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm 051 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. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE- QUATE. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. B. LATERAL = 300 mm (12•) TO 3600 mm (144') INSIDE DIAMETER: HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 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 (361 WITHOUT 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 BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (361) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 Minn (36') WITHOUT REDUCER 630 610 mm (24') MANHOLE FRAME AND COVER 633 914 mm (361 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 3(10 (121 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 240 r SHEET 4 OF 4 DATE ENGR. CITY DATE ona� oCrucmw THE CENTERLINE OF MILLER AVENUE BEING N89'46'38"E PER M.B. 193/1-2 3• BENCH MARK: # 255 LOCATED AT THE INTERSECTION OF ALDER AVENUE AND MILLER AVENUE DATE 9/67 ELEV 1358.51 PK NAIL WEST END SW CURB RETURN ELEVATION: 1358.51 E =HINGE COVER AT RECTANGULAR E 3. 600 mm E INLET INLETR PER TOP OF FRAME (24") �i �e�� TYPE 2 TYPE 1 STD. PUN w PER C> v I J" 15 IMPROVEMENT ING OR GRADING E SEE NOTE e E 600 mm _ I o I q, A I _ I r,t;'�� ; SECTION _ I_ R u, INLET TYPE 2 T SEE NO E 8 I E 250 m BAR (10") 5 r I I S � I (3') 9� I o I SECTION 1s m e I . a 8 INLET TYPE 1 6 - DETAIL OF ANCHOR i I I J_4 75 mm CURB FACE �I 3^) CURB FACE ANCHOR n ---- ----'J- FL -- -- POINT M POINT N POINT P POINT Q - A PLAN JOIN) mm (10) S TC GRADE LINE AS TDP of CURB SHOWN ON PROFILE -------- ---- -- -- FL POINT M POINT N PROFILE S, mm J BAR SPACING mm 3(10 (121 240 r 450 18' 240 r 600 (241 240 r 750 (301 240 r 900 36' 240 r 1050 42 210 6" 1200 180 5' 1350 54' 225 6-1 2" 1500 60 180 5' 1650 66' 180 4' ! 72' 1120 (3-1/2*) -OR S = 750 mm (30") AND LESS, USE 2 I AMCHORS. OTHERWISE, USE 3 ANCHORS. (4 ORS = 1200 mm (48') AND LESS, B=75mm(Y) JSE 64x5lx9.5 (2-1/2'x2'x3/8") 3ALVANIZED STEEL ANGLE. OTHERNISE, B = 100 mm (4'), USE 89x16x12.7 3-1/2"xYxl/2') GALVANIZED STEEL ANGLE. E S 150 mm 1 m DM O 420 mm 11 /3 �• O 12") MAX OC M J BARS E qFC TI(1N R -R 8 3000 mm (10') TOP CP CURB -------FL POINT P POINT Q GALVANIZED STEEL ANGLE BATTER x i2 -SEE NOTE 8 150 mm 6� TO SECTION A -A J BARS ARE /LOM (/3). SIDEWALK FINISH 1� im MIN AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER cTryMETRIC �„ ", `:�^^D � •• TUNSVEPSE STANDARD PLAN PROMULGATED BY THE PUBLIC WORKS INC. PARKWAY DRAIN 4 O METRIC COMM TE ORMNeootc COMAInTEE U 916TH 151 1 im L. REV. 1=2; im SHEET t OF 2 REV. ,t08 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. FLOOR OF BOX SHALL BE TROWLED SMOOTH, 2, IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TOE RATHER THAN AT THE R/W LINE. 3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24") EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24") OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT. 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 5. A HEADED STEEL STUD 16 mm x 160 mm WITH A 25 mm HEAD (5/8" x 6-3/8", 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 125 mm (5") AT POINT N AND P. 7. THE 75 mm (3") LEG OF THE 16 mm (5/$`) DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8. SLOPE = 2.07 9, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL. .A5&Ct21t-AeIJ 01✓101 IC :: C)DWO A*Oe%"ATlf%Ll - 0^^1 MUIMO \ , A II Vnf\fA VIL'l/A1r 1 - cTryMETRIC �„ ", `:�^^D � •• TUNSVEPSE 0 A01f" %f ORAILI PUBLICE SSE II SHEET 2OF2 R/W I PIPE PER IMPROVEMENT OR GRADING PLAN MAx. SLOPE 1:1 r HINGE COVER AT TOP OF FRAMES 1 RECTANGULAR FRAME I I I t AND COVER INLET PER CASE 1, II, OR III I I ! -.(! _ _ _ .PER 51D. PLAN 152 SII NIpTIE 1 bt,�, E150 mm (6"). TYP R/W LINE (24 CASE I INLET N-100 mm (4") C.I. PIPES A.�y "" TRANSITION STRUCTURE SECTION SEE NOTE 5 4 X14 REC. CAST R/W, IRON- PIPE _ FRAME Jk GRATE ( NOTE 9 I 25 mm {1) MLN 35mm (1-1/2') MIN CLEAR 1// WALK (SEE NOTE 4r// �) SEE NOTE 10 E /! !J/ E .750 TYP #IOU (/3) B t (6-) m ! {6) m TOP OF CURB UNE - e� - ! - - - - 600 mm 24" MIN ____ CASE 11 INLET DROP INLET CATCH BASIN SECTION 6 600 mm (24') SEE CURB PROFILES -! h SEE NOTE 2 BELOW RIGHT -_J. OPEN DITCH PER IMPROVEMENT I OR GRADING PLAN t1Mu( A Z m J) d1 oI PLAN i C ��DED III INLET W /LOM (i3) BA 1.0 UNE EXPANSION JOINT 18 t8 EXPANSION MM m JOINT 5 mm (2-1/2-) MN FOR 150 mm (6") E 6 �1 t 175 - (7") CF /-�. - 1 r90 mm (3-1/2') MN FOR 200 mm (8') CF ` ojmv -� R/W 10 (1/2 - CLEAR -- PARKWAY WIDTH PER IMPROVEMENT PLAN�+i lOC mm (4�) T.C. UNE ----\.,. FINISHED PARKWAY GRADE I C.' PIPES PCC WALK, 200 mm (B") CF - NOTE t I NOTE: APPLIES TO ANY NUMBER OF PIPES 175 mm (7 _)'DR PCC WALK, 150 mm (6") CF - NOTE 4- i CURB PROFILE 200 mm (8) CF GALV WIRE FABRIC -NOTE 10 t 1 200 mm (8') CURB CE j10M ( F.3 BAR -1 g i �2 10 1500 mm mm (i%2') - - 5 (5 l TOP OF CURE ' SEE INLET DETAILS 15 mm t mm IMOM (If3) B 100 mm (4') B11 - EXPANSION I 6) Z 6 E JOXIN NSION P.C.C. CURB !GUTTER C,1. PIPE E _v E F.L. SEE NOTE 8 -1 --- - ,ten =_� GLITTER TO MATCH EXISTING SECTION A -A 10 mm (1/2') CLE 100 mm (4•) C.I. PIPES NOTE: APPLIES TO ANY NUMBER OF PIPES Z >< TOP -OF -CURB LINE SHOWN ON PROFILE CURB PROFILE 150 mm (6") CURB FACE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER OUTSIDE TUNSVEPSE STANDARD PLAN PUBLICE SSE MODIFIED CURB DRAIN(11) 150-2 1994 U 916TH WEIGHT USE WITH STANDARD SPECH'ICAT10NSfW PUBLIC WORKS CONSTRUCTION L. REV. 1=2; im SHEET t OF 2 ALHAMBRA FOUNDRY COMPANY, LTD_ www.alhaMbrafoundry.com A-470 - RECTANGUTAR CAST IRON PIPE FOR LME UNDER SIDEWALKS OA OTHER NARROW SPACES OUTSIDE OUTSIDE TUNSVEPSE LAVING SHEET 2 OF 2 1`1 PE HUBS AREA - MET U 916TH WEIGHT t 3' (5' 4vI-x5 /." 11.25 SQ 'n. 5'0- 95 • 41/.'x6'/4, .. 25 SqIn, 2'6' 50 ,t 3-x?- 41/r"x10Yr" 21 20 S9. in. 5'0' 150 * 3,)c t2'h" 4YT'z11" 30,00 So. III 5.0' 700 i 4'x 14' 5YI'x15t14- 47.50 So 'n 5 0- y�0 i 4• A 14' 5741xISA- 47 50 Sq. In 2 6" 115 !-0 .L1 PU A'Ct BF! rc SDP Erin ' O% 'O 8"MIN. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Pa�eENo�� SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, w C No. 65195 fl THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO a� C5ro BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �j Expl 9-30-07 X71 '9T CIVI\- STANDARDS IN EFFECT. FoFca�IFo 15' 5" CONCRETE OVER COMPACTED NATIVE L 8"MIN. SECTION A -A 10 O ACCESS ROAD NTS oil A -470 OPTIONAL WIRE MESH 12" MIN. CUT-OFF 1- IF THE TOE' OF SLOPE IS ALLOWED WITHIN THE R/W, INLET CASE 1"BEGINS AT THE -TOE RATHER THAN THE R/W LINE. Z", FOR OPEN DITCH (CASE INLET Ili), THE 600 >r (W 2- BEYOND ,THE R/W LINE IS NOT REQUIRED WHEN BACK OF wltLK 1600 mm (24"} OR MORE " FROM THE R/W LINE; HOWEVER, PIPE SHALL EXTM` TQ 13 /W .LINE. ,TOP OF INLET STRUCTURE (CASE- I AND 11) TO 8`ii.11.W " ADJACENT SURFACE WHERE PRACTICAL. 4 CONSTRUCT P.C.C. WALK WHEN SPECIFIED ON PWI 14t CORIWACT PRICE PAID FOR P,C C. WALK ITEM SHALL INCLUDE WAL-W CONSTRUCTED IN CONJUNCTIONWITH PARKWAY CULVERT. S #F' EQUALS NUMBER OF PIPES (MAXIMUM OFTHINE) JAS SPECIFIED ON PLAN. 8. :INLET CASE TO BE SPECIFIED ON IMPROVEMENT OR -GRADING PLAN. i. ANGLE A EOUALS 07. UNLESS OTHERWISE SPE0171 ll.` TYPE, DIMENSIONS AND ELEVATIONS OF P.C.C. CUII* ANQ GUTTER PER IMPROVEMENT PLAN. IL UNLESS OTHERWISE SPECIFIED, FRAME AND GRATE FORAN -0 INLET SHALL BE GALVANIZED CAST IRON. WEIGHT OF FRAME. AND ORATE SHALL BE 36kg (80 LBS). 10. AT LOCATIONS WITH LESS THAN 200 mm (8") CURB FACE, USE 152x152-MW9:1xM1119.1 (64-10/10) GALVANIZED HARE FABRIC. WIRE FABRIC SHALL EXTEND 200 mm (8')_ BEYOND THE EDGE OF CAST IRON PIPES. 11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND, ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL. 8 SPACES • 24 mm(15) 6") - 7 BARS O 16 mm (5/8' 2 OUTSIDE BARS O 22 mm (7/5-)l I OVERALL 7 5 - OVERALL 356 mm (14') - m n mE , o Er EEO •E ^oE� 00000 E + tl m J_ 0 tlkoa19f�Im ^^LLJ L330mmx330mm03'■13 . 432 mm x 432 mm (17" x 17').. I - - TOP OF GRATE SECTION THRU FRAME GRATE FOR CASE 11 INLET AMERICAN PUBLIC WORKS ASSOCIATJ RN CALIFORNIA ` STANDARD PLAN METRIC 150-2 CURB- SHEET 2 OF 2 TGADEVELOPMENT & ENGINEERING, INC. PLANNING AND CIVIL ENGINEERING 3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764 (909) 581-7212 PHONE (909) 581-7217 FAX MANUEL DE JESUS GONZAL`ES, RCI' 65195 (EXP. 9-30-07) -01 �f DATE 6.5' 20' SPILLWAY 6.5' 50.0 FG 48.5 FG 50.0 FG �T 3.5" THICK CONCRETE SPILLWAY DETAIL 12 SCALE: HOR. 1 " = 20' VER. 1 " = 10' GRADED SURFACE f SD PIPE PER PLAN 1/2 TON ROCK 5' MIN. O T+F FF WALL STD. D89 HEADWALL GROUTED RIP RAP DETAIL Z.P \ 1 "RSCO%.o DRAWWW" CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN BY: SCALE: DESIGNED BY.JAJ STORM , AIN DETAILS DATE AS SHOWN JAJ _ APR 2006 CHECKED BY: ( BY: DRAWING NO.: 3 P.JJr�e4yr zl/ -Zz - MJG C ENG) EER R.C.E. 51152 DATE 4043 4 Z Q J Z LTJ w 0 0:� 0- Z 0 0 00 co O Q )z