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HomeMy WebLinkAbout3802-23�-15M(04) J BARS, STREET 1.4 m (4'-80) LONG, r 75 mm 13•) OC CONTINUE F DI X10 ITIONAL BARS ,, 150 mm (64 OC TO INSIDE •. EDGE OF MMHOLE $T0. PLAN 630 STATION J m 125mmx50mm(50x ON FINAL TRACT MAP NO.13750, FILED IN BOOK 250,RAN 2.3 PIPE SEAT D BARS I 3-D BARS, 75 mm TIE BARS OF THE COUNTY RECORDER OF SAN BERNARDINO (3') OC CONTINUE ' 150 mm (60) OC BERNARDINO. 4--20101(86I E BARS 4 SEE NOTE 3 L IOM 4 450 mm (oma 32d mere U2 112'/ OR •4 0 18.1 OC �- TIE BARS 3S mm tl4•) A 6. 8 BARS ss mm tls 1/2•} d1r^1r1?% l 0-r N l mm• F 4 I fl 'IAF PLAN (SHAFT NOT SHOWN) F BARS TIE .-- BARS SECTION. G -G OMIT THIS STEP IN PAYED STREETS ---4- H BAR--\ 150 mm (66) 400 mm (I61 FOR PAYED STREETS, 650 mm (21-2- FOR 2'-2'FOR UNPAVED STREETS-' 150 mm (6• TIE BARS ---f ROUND TO 75 mm (3•) R - OPTIONAL FILLET r 21 .�-. SPUR -- --150 mm (S•} -ANY STANDARD PIPE JOINT cs &� , i IN \-R I 0 OF SPUR t WITH A MAX. OF 1050 mrs 131-611 MANHOLE SHAFT PER STV. PLAN 324 -� STEPS -- in �- 125 mm 1 50 (5•x2') PIPE SEAT - ELEV. S ct 1.2 m -- OPTIONAL OUTSIDE EDGE OF CONCRETE tc ,.,--4-151Xs4) H BARS 900 mm 13'-01 LONG DETAIL "N4 (RINGS AND COYER NOT SHOWN) SEE NOTE 2 F A 8 ARS I 125 mm ELEV. R J5'} 8 BARS 15M 0 450 mm (*4 0 181) OC BOTH WAYS. TO BE ISM 0 450 mm (04 0 181 OC USED WHEN B IS 1500 mrn BOTH WAYS, TO BE USED � (601 OR MORE WHEN D2 IS 1500 mm (600) I OR MORE --�-- .SECTION N -M -P --O CONCRETE RINGS PER STREET ,,sew GRADE PUf3Ll.�, WORIGCC0 T.3ARt)5 INC., GREENB�K COWJiTTEE MANHOLE FRAME STREET GRADE 1 tt9: AND COVER PER QUARTER LINE OF THENORTHEAST OF SECTION 23, s RING SEAT $T0. PLAN 630 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION J m 150 mm (69) ON FINAL TRACT MAP NO.13750, FILED IN BOOK 250,RAN H BAR D BARS VARIABLE W TIE BARS OF THE COUNTY RECORDER OF SAN BERNARDINO TIE BARS F BARS TIE BARS F A 8 ARS I 125 mm ELEV. R J5'} 8 BARS 15M 0 450 mm (*4 0 181) OC BOTH WAYS. TO BE ISM 0 450 mm (04 0 181 OC USED WHEN B IS 1500 mrn BOTH WAYS, TO BE USED � (601 OR MORE WHEN D2 IS 1500 mm (600) I OR MORE --�-- .SECTION N -M -P --O CONCRETE RINGS PER STD. PLAN 324 MANHOLE PIPE TO PIPE I25 mm PUf3Ll.�, WORIGCC0 T.3ARt)5 INC., GREENB�K COWJiTTEE 1e 159 STREET GRADE 1 tt9: 125 mm x 25 mm (58 x V) QUARTER LINE OF THENORTHEAST OF SECTION 23, s RING SEAT SHEET 1 OFA USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION a 150 mm (69) ON FINAL TRACT MAP NO.13750, FILED IN BOOK 250,RAN H BAR z+' VARIABLE E 6 WEST, SAN BERNARDINO E BARS OF THE COUNTY RECORDER OF SAN BERNARDINO TIE BARS F F J BARS BERNARDINO. ROUND EDGES TO 4 75 man (3') R SECTION C --C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULG�hT[0 9Y Tt11 MANHOLE PIPE TO PIPE STANDARD PLAN METRIC PUf3Ll.�, WORIGCC0 T.3ARt)5 INC., GREENB�K COWJiTTEE (LARGE SIDE INLET) - 1 tt9: o , QUARTER LINE OF THENORTHEAST OF SECTION 23, REV im SHEET 1 OFA USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION a 3 t� N I I-- Ln I m I W Z J I NO C0 N Ln m C 0 a c J C �+-- ;_ SHAFT E .� BASIS OF BEARINGS: LEGAL DESCRIPTION: 'o THE BASIS OF BEARING IS SED ON THE WESTERLY BEING A SUBDIVISION OF A o , QUARTER LINE OF THENORTHEAST OF SECTION 23, PORTION OF THE SOUTHEAST 1/4 U) TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN a �I E ON FINAL TRACT MAP NO.13750, FILED IN BOOK 250,RAN OF SECTION 14, TOWNSHIP 1 NORTH, o AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE E 6 WEST, SAN BERNARDINO ROUND EDGES � � 1p OF THE COUNTY RECORDER OF SAN BERNARDINO MERIDIAN, COUNTY OF SAN L_ TO 75 mm (3') R -••) 1�- BERNARDINO. 0 1 COUNTY, BEING NORTH 00'30'24' WEST. 205 mm t8' L 21aD run It3a•1 32d mere U2 112'/ 2 Sfl mm •} BENCH MARK• ELEVATION �o i N DESCRIBED BY METROPOLITAN WATER DISTRICT SO. All C o CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE "-0 INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE _ o SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL 0 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH z ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE �o YOU DIG CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD 0 o MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". J NAVD 88 - 1508.56 (FEET) OWNER/DEVELOPER CENTEX HOMES 1265 CORONA POINTE COURT CORONA, CA 92879 PH: (951) 279-3000 FAX: (951) 279-2100 TOLL FREE -qmmmmw' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. mm01.1 f138 445 11 mm til 1/2'1 �+-- ;_ SHAFT SE N ZI SECTION wa8 125 mm it 50 mm (5' x2•) PIPE SEAT Irc� UNPAYEL) STREET MAX. WN. aoa mm 41211-271 34• 1050 mm t#2•) -2t00 mm {84') I5L z .s 3• >� p 76 mm -c-96 Q 3'} ISN Q Iso mm c•a 15111 Q 150 o . N I D BARS retro (959-309-m-111450 a m + D BARS ! mm230 men '1 1 ellfel 23 merr 9 t! • ROUND EDGES � � 1p )/ t375 mm t6 •} Z55 mm {f0'k TO 75 mm (3') R -••) 1�- 215 Z75, 0 mm tta I/4') mm t10 314• 18D0 mm t ' 280 mmIII') 205 mm t8' P 700 mm I ! 21aD run It3a•1 32d mere U2 112'/ 2 Sfl mm •} 33'S mm t3 1/4• ELEVATION 3S mm tl4•) 25sa 0"m cla2•! ss mm tls 1/2•} 200 mm (108• mm• 2650 evert I11+4') 4x mm 16 t 3pOti min 120') .UATI N ) mm t26•) 43a corn U • Od rrm 03241 445 mm {!? /2•) ELEVATION #45 rtsm U7 1/2' 0 la+i'1 +1.55 CIA') LONGITUDINAL SECTIONTABLE 2550 e� U021398 mrrs try I/2.1 00 mmmm1106' ios mm 116.1 26 d mm {1140) 42 mm 16 1!201 a 0 mm (12011 o mm {17•) 3150mm (126') 43-6 enrrt 1170 0 mm (0324) 4 rtrn ti 112'} qSt) OF VALUES F;59 _F AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA GRAFTER Si'AtJQARC} PLAN PIPE TO PIPE (LARGE SIDE INLET) 322'- 1 SHEET � OF INLET)civi 322-1 TABLE OF BARS SIZES SE N ZI SECTION wa8 OOR F UNPAYEL) STREET MAX. WN. aoa mm 41211-271 34• 1050 mm t#2•) -2t00 mm {84') I5L z .s 3• >� p 76 mm -c-96 Q 3'} ISN Q Iso mm c•a 15111 Q 150 s') retro (959-309-m-111450 a m + • TABLE OF VALUES FOR T 175 A8L O ALU OR til SE N ZI SECTION PAV Q STREET MAX. -MIN. UNPAYEL) STREET MAX. WN. tOSO mm 142' 6{i men t2'-10 ') 10130 mrn 3'-6•) C -C mr�f 111'1 217 ecYn {8 1/2') 1275 corn {SI'1 410 erun f!6• 380 mrn tt5• TABLE OF VALUES FOR T 175 STANDARDPLAN METRIC MANHOLE PIPE TO PIPE (LARGE SIDE 300 mm (12•) m (3641 ml6 ;;;t6 !/2•} mm tt30 mm t7•} tOSO mm 142' ! m 17 I/2' 1125 men 1439; 1 t11ft� [ 3!4') 1 mm 1413• 205 rnm • 1275 corn {SI'1 2[S m 46 mt7/0 ! mm230 men '1 1 ellfel 23 merr 9 t! • 13 0 mm 160• )/ t375 mm t6 •} Z55 mm {f0'k t650 rim M 2 mm�6� 15 215 Z75, 0 mm tta I/4') mm t10 314• 18D0 mm t ' 280 mmIII') 205 mm t8' 1 7 mtn t511 21aD run It3a•1 32d mere U2 112'/ 2 Sfl mm •} 33'S mm t3 1/4• 2100 n5m tS6' 3S mm tl4•) 25sa 0"m cla2•! ss mm tls 1/2•} 200 mm (108• mm• 2650 evert I11+4') 4x mm 16 t 3pOti min 120') 430 torn {17' ) mm t26•) 43a corn U • Od rrm 03241 445 mm {!? /2•) 450 erre► 1138• #45 rtsm U7 1/2' 0 la+i'1 +1.55 CIA') TABLE OF VALUES FOR T 175 STANDARDPLAN METRIC MANHOLE PIPE TO PIPE (LARGE SIDE 300 mm (12•) 100 mm 1411) 75 men (150) I10 mm a 1/4•1 450 mm 1181) 1I5 mm {a 1/2•) 52 men {21•) 125 nvn '�') 15 d mm t240k t35 mm 43 1/461 875- nern (27'} IqU mm/ ' MM O t3061 190 mm 6.1 1325 mm (338) 160 mm 16 I/4•1 soa �, 4369 166 -mm s In") 1050 mm 94211 090 Mm [7 1/211125 mm [45' 195 mm (7 3/4• 1200 mm 4 • 205 mm t8' 1 7 mtn t511 I mm t8 I/2'1 1350 mm tea') 23D mm (91111425 coni 4570! S mm t9 1/a•) S 0 rnrn 0• 2�# mm9 112') _075 -lean •! 25S mm (1091 1 S mm {666) 0 rrtrn {IO I/49 172 mrn [69•) 7 m mIto 3/A' 1800 mm I7201 80 mm ttl•! I9 mm (7800 300 mm tl /4•k 2100 enact ( a• 32d men 02-1/2') 2254 nu19011 n33 mm tl i/4•) 2400 rnm t96•} 35 {14•) 2550 e� U021398 mrrs try I/2.1 00 mmmm1106' ios mm 116.1 26 d mm {1140) 42 mm 16 1!201 a 0 mm (12011 o mm {17•) 3150mm (126') 43-6 enrrt 1170 0 mm (0324) 4 rtrn ti 112'} qSt) SOIL ENGINEER ALBUS-KEEFE AND ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 PHS (714) 630-1626 FAX (714) 630-1916 REVISION DESCRIPTION /2� co�0 �2�u//NC-� DATE I ENGR. I CITY I DATE 0105/!/ 0 NOTES I. VALUES FOR A. B. C. Di. D2, ELEVATION R AND ELEVATION S ARE SHAWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE 80X IS LESS THAN 867 lit'tl1} I2' -I0 1/20) t=0t? PAVED STREETS OR 1060 mm t3' -6'l FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C --C AND DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C --C. WHEN DIAMETER D1 IS 1200 mm {48"} OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3. CENTER OF MANHOLE SHAFT SHALL 8E LOCATE{} OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mmf480l OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE. 4. LENGTH OF MANHOLE MAY 8E INCREASED AT OPTION TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF SPUR MUST 8E APPROVED BY THE ENG1 NEER. 5, P SHALL BE 125 mm (5•) FOR 02=2400 mm (gs`I OR LESS ANIS 200 mm {8') FOR OVER 2404 mm (96"). 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTI41 A 615. GRADE 40), AND SHALL TERMINATE 40 mm 0 Ill"} CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED 70 SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT, YIr'ITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. s. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES 4F F SHOWN ON TABLE, SH. [. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE. SHAFT SHALL 6E LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 6316. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14*) TO 375 mm (150} 0C. THE LOWEST STEP SHALL NOT BE MORE THAN 640 film (24") ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE A. THIS STANDARD PLAN IS USED WHEN STANDAR© PLAN 320 IS INADE- QUATE. -MAIN LINE = 900 mm {360} INSIDE DIAMETER OR LARGER. B. LATERAL z 300 mm (12") 1"0 3504 mm tI441 INSIDE DIAMETER= HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. AMERICAN PUBLIC WORKS ASSOCIATION - SOI3T14ERN CALIFORNIA CHAPTER STANDARDPLAN METRIC MANHOLE PIPE TO PIPE (LARGE SIDE � SOIL ENGINEER ALBUS-KEEFE AND ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 PHS (714) 630-1626 FAX (714) 630-1916 REVISION DESCRIPTION /2� co�0 �2�u//NC-� DATE I ENGR. I CITY I DATE 0105/!/ 0 NOTES I. VALUES FOR A. B. C. Di. D2, ELEVATION R AND ELEVATION S ARE SHAWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE 80X IS LESS THAN 867 lit'tl1} I2' -I0 1/20) t=0t? PAVED STREETS OR 1060 mm t3' -6'l FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C --C AND DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C --C. WHEN DIAMETER D1 IS 1200 mm {48"} OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3. CENTER OF MANHOLE SHAFT SHALL 8E LOCATE{} OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mmf480l OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE. 4. LENGTH OF MANHOLE MAY 8E INCREASED AT OPTION TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF SPUR MUST 8E APPROVED BY THE ENG1 NEER. 5, P SHALL BE 125 mm (5•) FOR 02=2400 mm (gs`I OR LESS ANIS 200 mm {8') FOR OVER 2404 mm (96"). 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTI41 A 615. GRADE 40), AND SHALL TERMINATE 40 mm 0 Ill"} CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED 70 SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT, YIr'ITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. s. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES 4F F SHOWN ON TABLE, SH. [. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE. SHAFT SHALL 6E LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 6316. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14*) TO 375 mm (150} 0C. THE LOWEST STEP SHALL NOT BE MORE THAN 640 film (24") ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE A. THIS STANDARD PLAN IS USED WHEN STANDAR© PLAN 320 IS INADE- QUATE. -MAIN LINE = 900 mm {360} INSIDE DIAMETER OR LARGER. B. LATERAL z 300 mm (12") 1"0 3504 mm tI441 INSIDE DIAMETER= HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. AMERICAN PUBLIC WORKS ASSOCIATION - SOI3T14ERN CALIFORNIA CHAPTER STANDARDPLAN METRIC MANHOLE PIPE TO PIPE (LARGE SIDE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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. A Immommol I �ICAS C SEAL -ENGINEER QROFESSIONq! w ARIC M. TORREYSO � No. 66068 � � Exp. 06-30-06 � ATF OF C EXP. 13. MANHOLE FRAME AND COVER SHALL. CONFORM TO STANC}ARO PLAN 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT. SHALT. CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15, WHERE A MANHOLE SHAFT - 900 mm 1361 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PIAN 326, ' !s. WHERE ,4 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER 1S SPECIFIED REFER TO STANDARD PLAN 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm C361j WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 323. 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 8E SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL 8E 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 - 314 mm {369 WITHOUT REDUCER 630 £IO mm (241 MANHOLE FRAME AND COYER 633 914 mm (36') MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CAUFORNtA CHAPTER STANDARD PLAN METRIC MANHOLE PIPE TO -PIPE (LARGE SIDE SHEET a of a ENG I N EE2I NC7j DRAWN BY: 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: A.T./O.S. KITPE: BY: ARIC TORREYSON R.C.E. N0. 66068 6-30- CHECKED BY: L C.V.A. DATE: CITY OF FONTANA, CALIFORNIA COYOTE CANYON LINE 'A' AND 'B' _STORM DRAIN IMPROVEMENTS BY: CIN ENGINEER R.C.E. 51152 DATE: SCALE: AS SHOWN DATE: NOVEMBER 2005 DRAWING NO.: 23 3802 25 qrn� �.,. _. _.