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HomeMy WebLinkAbout3035-1315M O 300 mm (M O L/2 (TYP.)----, EXIST. I FLOW 15M O 300 mn 04 O Ir) --- 150 W tol F-1 CUTNO. 2 LINE 7 CUT 90• NO. 2 LINE I50 CUT NI 3.14 (-0 - DETAIL 'A' (SEE NOTE Im SONO -TUBE, OR EQUAL. INTERIOR FORM CUT NO. It SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A. CUT NO. 23 SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 3.14 (D -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. 330-C-23 (560-C-3250) CONCRETE 25 � 01) (TYPA F� w -15M (@4) CIRCULAR TIES. EE NOTE 9 D I L T 300 - (Ir) 300 ■m 0r) 100 .m (4•) 450 mm (1!•) 300 .m (Ir) 125.(5-) GOO Ilmm (24.) 300 m fir) 150 Nlm (61) 750 = (301) 450 mw 061) In sm (7.) 900 6m (36•) 450 mw 041 225 mll (9) 1050 mw (4r4450 mn 0111) 225 mm (9•) 1200 = 1140. 450 Alm (M-) mw 001) 1425 m. (5r)1450 mA (111) mll 001) 1500 = 160 525 w (21.) IM ■m (N) 1650 m (6i' 525 � (211) Im Nm (N1) 1000 em ( 600 mll (24. 300 � (1211 41 INTERIOR SURFACE OF PIPE DETAIL 'B' TYPICAL JOINT FOR REINFORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER �JUMMMnE CONCRETE COLLAR FOR RCP S` P'm't PUmuc 101101M STAMM= mc. °pai-°°Im 300 mm 12" THROUGH 1800 mm 72" 380-2 REV. IM SHEET 7 OF 2 CASE I PLAN (45pp-C 2000) COI. ENCASEMtNT, SEE NOTE 5 -_ SEE NOTE CASE 2 (SEE NOTES 9 & 10) TOR PIPE t MAIN LINE RCP CONC. PIPE. RCP OR CSP MAIN LINE RCP ----i 4%!rCATCH BASIN FLOOR CONC. PIPE. BACKFILL •:Y.` -* RCP OR C3P ''** BEDDING CASE SECTION C -C v.s.te TO at )NS PLAN CASE 3 SADDLE CONNECTION SECTION OTAR AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER RM 7mmTME JUNCTION STRUCTURE - PIPE TO PIPE wrm RXIM WOme STAKMO" PC_ O..r,M S 600 mm (24") 332-1 Ism SHEET I OF 2 IAV. /M!11011: YfR1 eTeYffeMf tlifyR�[`.A7bmt no Mmll M M� `(.�iRtK:TK1N I A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTES I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1) IF THE EXTREME ENDS OF THE PIPE LEAVE A=CLEAR SPACE THAT IS GREATER THAN 25 mm (1% BUT IS LESS THAN 75 mm((3') A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION 306-1.2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (31. BUT LESS THAN 150 mm (69. A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm (61 OR GREATER. A TRANSITION STRUCTURE IS REQUIRED. 3. OONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER PIPE. D=D1 OR D2. WHICHEVER IS GREATER. B. WHEN D1 IS -EQUAL TO OR LESS THAN .Dj.. JOIN INVERTS AND WHEN DI IS GREATER THAN D2. JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (721 SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE 300(40). S. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) + T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (211 AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER. CIRCULAR TIE PIPE DIAMETER N0. OF S CIRCULAR TIES 1 1 $, SEE NOTE 4 3 825 mm (33') TO 1425 mm (5T) 4 'B BEDDING OF 1 5 SUMMIT HEIGHTS II INLET PIPE ;�,-,. 54 BACKFILL WITH --.: SEE NOTE 6 • 265 tr-14 %w P SER TD. mot 116.1 FOR PLAN 324 PAVED STREETS. 900 mm (3'-0') 650 mm tr-r) c (450 20 STREETSFOR I CONCRETE OR Y-.. COMPACT SOIL TO ATE . RELATIVE DENSITY 10-26-01 �N REQUIRED BY SPECIFICATIONS" T ROUND EDGES 0 B UNDISTURBED EARTH 13 BEDDING. PER SPECIFICATIONS ROUNo EDGES CASE I SECTION B -B FOR OUTLET SEE STD. CATCH BASIN PLANS CITY ENGINEER R.C.E. 51152 DATE: 4%!rCATCH BASIN FLOOR CONC. PIPE. BACKFILL •:Y.` -* RCP OR C3P ''** BEDDING CASE SECTION C -C v.s.te TO at )NS PLAN CASE 3 SADDLE CONNECTION SECTION OTAR AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER RM 7mmTME JUNCTION STRUCTURE - PIPE TO PIPE wrm RXIM WOme STAKMO" PC_ O..r,M S 600 mm (24") 332-1 Ism SHEET I OF 2 IAV. /M!11011: YfR1 eTeYffeMf tlifyR�[`.A7bmt no Mmll M M� `(.�iRtK:TK1N I A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTES I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1) IF THE EXTREME ENDS OF THE PIPE LEAVE A=CLEAR SPACE THAT IS GREATER THAN 25 mm (1% BUT IS LESS THAN 75 mm((3') A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION 306-1.2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (31. BUT LESS THAN 150 mm (69. A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm (61 OR GREATER. A TRANSITION STRUCTURE IS REQUIRED. 3. OONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER PIPE. D=D1 OR D2. WHICHEVER IS GREATER. B. WHEN D1 IS -EQUAL TO OR LESS THAN .Dj.. JOIN INVERTS AND WHEN DI IS GREATER THAN D2. JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (721 SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE 300(40). S. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) + T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (211 AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER. CIRCULAR TIE PIPE DIAMETER N0. OF S WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (30). THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm t61 O.C. 10. WHERE THE PIPE IS 525 mm (211) OR LESS IN ,DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (249 OR LARGER A REMOVABLE INTERIOR -FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE 'COMPLETELY FILLED WITHMORTAR AND NEATLY POINTED. -11. 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. GENERAL NOTE 1. 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. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. NOTES CASE I AND CASE 2 1. IF ANGLE A IS LESS THAN 45. OR IF D IS LARGER THAN 600 mm (241. THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE INLET PIPE CANNOT ENTER RADIALLY. THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (11 MINIMUM TO 75 mm (31 MAXIMUM. 5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF .LAID ON FILL WHICH HAS NOT BEEN DENSIFIED. 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. 7. ALL CSP AND FITTINGS SHALL BE GALVANIZED. S. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER LINE OF INLET PIPE. 9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO ,VEHICLE TRAFFIC. 10. FOR CASE 2. NOT MORE THAN 3.5 m (121 OF INLET PIPE SHALL BE LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. CAS 3 11. CONNECTIONS TO PIPES 525 mm (21.1 OR LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. 12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 15. THE CONNECTOR PIPE SHALL -BE SUPPORTED AS SHOWN IN CASES I AND 2. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STAN � JUNCTION STRUCTURE - •- 1 T IPE 332 -1 ;IID!c 608 mm (24711 SHEET 2 OF 2 B EDGES TO BE ROUNDED �mmaL7 r-TO75 mm (3•) R At _jwl R■ ID OF SPUR t 50 me (6.1ALL STEEL REINF. 15M O 100 m 04 O 41 OC sl� PLAN (SHAFT NOT SHOWN) iC DETAIL 'N' PLAN (RINGS AND COVER NOT SHOWN) SEE NOTE 1 STREET GRADE MANHOLE FRAME CONCRETE RINGS CIRCULAR TIES 525 mm (211 OR LESS 3 600 mm (241) TO 750 +mn (301 3 825 mm (33') TO 1425 mm (5T) 4 1500 mm (600) TO 1800 mm (72') 1 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (30). THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm t61 O.C. 10. WHERE THE PIPE IS 525 mm (211) OR LESS IN ,DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (249 OR LARGER A REMOVABLE INTERIOR -FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE 'COMPLETELY FILLED WITHMORTAR AND NEATLY POINTED. -11. 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. GENERAL NOTE 1. 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. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. NOTES CASE I AND CASE 2 1. IF ANGLE A IS LESS THAN 45. OR IF D IS LARGER THAN 600 mm (241. THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE INLET PIPE CANNOT ENTER RADIALLY. THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (11 MINIMUM TO 75 mm (31 MAXIMUM. 5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF .LAID ON FILL WHICH HAS NOT BEEN DENSIFIED. 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. 7. ALL CSP AND FITTINGS SHALL BE GALVANIZED. S. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER LINE OF INLET PIPE. 9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO ,VEHICLE TRAFFIC. 10. FOR CASE 2. NOT MORE THAN 3.5 m (121 OF INLET PIPE SHALL BE LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. CAS 3 11. CONNECTIONS TO PIPES 525 mm (21.1 OR LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. 12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 15. THE CONNECTOR PIPE SHALL -BE SUPPORTED AS SHOWN IN CASES I AND 2. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STAN � JUNCTION STRUCTURE - •- 1 T IPE 332 -1 ;IID!c 608 mm (24711 SHEET 2 OF 2 B EDGES TO BE ROUNDED �mmaL7 r-TO75 mm (3•) R At _jwl R■ ID OF SPUR t 50 me (6.1ALL STEEL REINF. 15M O 100 m 04 O 41 OC sl� PLAN (SHAFT NOT SHOWN) iC DETAIL 'N' PLAN (RINGS AND COVER NOT SHOWN) SEE NOTE 1 STREET GRADE MANHOLE FRAME CONCRETE RINGS AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANOAW Puw MET 321-1 SHEET 2 OF 7 AND COVER PER PER STD. PLAN 324• CITY OF FONTANA, CAL.FORNA STD. PLAN 630 OMIT THIS STEP IN PAVED STREETS - SUMMIT HEIGHTS II (241. MANHOLE SHAFT imtiioi (91 5 "M W m P SER TD. mot 116.1 FOR PLAN 324 PAVED STREETS. 900 mm (3'-0') 650 mm tr-r) c • STREETSFOR I n PAVED STREETS ATE 10-26-01 �N 125 mm x 50 mm (3•:2) PIPE SEAT �o T ROUND EDGES 0 B -OF 13 INLETS nc m S1) ROUNo EDGES S f log 14 o CITY ENGINEER R.C.E. 51152 DATE: 1 INLET ELEVATION APPLIES AT THIS POINT _- SECTION A -A STATION LINE 900 mn (3'-0'1 200 mm ' 450 mm 061) 100 m■ (4.1 +2T-200 in 40 .100 mm (41) 200 m (S•) 200 = 111111m 3' OPTIONAL BOTTOM GRE SECTION B -B STREET GRADE 25 M : 25 NI1 RINGS WT SECTION C -C TABLE OF VALUES FOR N (SEE NOTE 1) SECTION PAVED S UNPAVED S IMAX MIN. VAX A -A 067mm 1/ 1160 mm3' -6 C -C 202 mm (M9 217 mm 4)0 mm t16') 300 M 039 NOTES 1. 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 UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL •N•. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (69 WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-60) OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-01). BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C -C) SEE NOTE 1. 3. L SHALL BE 1.2 m (4'-0•) UNLESS OTHERWISE SHOWN. L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm (89 FOR VALUES OF H UP TO AND INCLUDING 2.4 m (8'-0•) AND 250 mm (10•) FOR VALUES OF H OVER 2.4 m (8'-01. 5. 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. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 mm (1 1/21) CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. S. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOONT 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 200 mm (89. 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm 041 TO 375 mm (151) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. "1Z1�C012C) C)2P(wIM(sr ' / V OQRrjFESS/pa /1_01 �� Cli � Na 3141 REV I KNIgqN DESCMPnoN DATE ENGR. I aTY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 0 I?ECo2D DfLA�•IIIJG 2 -II -o4 146 5•4• COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ' BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. /QRpFESS/p \ Pg1HUR c,� �Q ��rm Cr i No. 31681 2 *. Exp. 12/31/04 \sJ CMV F CAO II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 825 mm (33') INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (361 TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33•) OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (360) IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (8•) THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (61. C. IF THE SIZE OF THE. LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. 1. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 900 mm (36•) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. 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.mm (36-) WITHOUT REDUCER 630 610 mm (241 MANHOLE FRAME AND COVER 633 914 mm (36') MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP [773017Ibmman,Inc. H 1 ❑❑ 17 A Civil Engineering -Planning -Surveying •Public Works MAYM BY: 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 HS PREPARED UNDE THE UPERMSION OF: GNED BY - HS HS l CHECKED BY: HAROLD A. GARCELON R.C.E. 31681 DATE: R rn a C3 to v 0 M .o m AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANOAW Puw MET 321-1 SHEET 2 OF 7 MANHOLE PIPE TO PIPE (ONE OR BOTH MAINLINE 2 j "1Z1�C012C) C)2P(wIM(sr ' / V OQRrjFESS/pa /1_01 �� Cli � Na 3141 REV I KNIgqN DESCMPnoN DATE ENGR. I aTY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 0 I?ECo2D DfLA�•IIIJG 2 -II -o4 146 5•4• COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ' BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. /QRpFESS/p \ Pg1HUR c,� �Q ��rm Cr i No. 31681 2 *. Exp. 12/31/04 \sJ CMV F CAO II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 825 mm (33') INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (361 TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33•) OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (360) IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (8•) THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (61. C. IF THE SIZE OF THE. LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. 1. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 900 mm (36•) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. 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.mm (36-) WITHOUT REDUCER 630 610 mm (241 MANHOLE FRAME AND COVER 633 914 mm (36') MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP [773017Ibmman,Inc. H 1 ❑❑ 17 A Civil Engineering -Planning -Surveying •Public Works MAYM BY: 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 HS PREPARED UNDE THE UPERMSION OF: GNED BY - HS HS l CHECKED BY: HAROLD A. GARCELON R.C.E. 31681 DATE: R rn a C3 to v 0 M .o m O d � O CITY OF FONTANA, CAL.FORNA SUMMIT HEIGHTS II O Y N STORM DRAM LFROVEN11DT PLANS "M 01= NTS co o DET SHEET ATE 10-26-01 �N �o 0 B DWG NO.: 13 N ` 14 o CITY ENGINEER R.C.E. 51152 DATE: