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HomeMy WebLinkAbout3669-4CONSTRUCTION NOTES: SCALE IN FEET 40 80 120 160 I� SCALE: 1 "40' 0 o APJ\1 Q 0 Q) —2 -26 -0 -DY -6-2 Q + r PROP 24 " S. D. — EXIST R/W�— a xn__ 1 1 PROP 24 " S.D. ` - I I PROP EP Z PROP EP , �. cN "� N CL N ' �. N 0'40 22 W - L7t— -- - -- - - EXIST 2" CRl4 DRD _ ___ _---- Z PROP. 66" D. PROP C&G . �JWATER LINE. W S, - - - - -- _ V� --PROP. 12" WATER FH FH EXIST. RR1W _ - - -- _ - EXIST R/W o PROP. R W ' 4PIV INSTALL 15" EXTRA STRENGTH V.C.P. SEWER 2�— CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (0=48'). CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (0=60'). INSTALL 15" V.C.P. PLUG. INSTALL PRESSURE TYPE MANHOLE FRAME AND COVER PER A.P. W.A. STD. 211-1. L YTLE CREEK ROAD TOLL FREE 'qqmmww"1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION REC. Dwc,. #M01E PRIOR lt7 AIVY 1a0N57R1lCIION 1117R/C, THE CONIiRAC10YP ,Sf(ALL POTHOLE TO VER/fY 1FE L00470N & f'LEYYATlQN OF ALL U77LllES OF POSSIBLE CO/VfilCT. 2 o EXIST. 96" z— MWD PIPELINE W Q) ' o EXIST M. W.D. MH C6 N0.40 22 W01' x/0'40'22 "W PROP 24' (WVWD) 80' APi\J M. W. D. R/�JJ2J�J � �© 9�p RECORD DRAWING 4► m THESE RECORD DRAW PARED IN No. 3653 7 z PART, ON THE BASIS O INFORMATION COMPILED AND FURNISHED BY OTHERS, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH \� AVE BEEN INCORPORATED INTO THE DOCUMENTS A SULT THEREOF. S DATE ENGR. CITY DATE 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. SYMMETRICAL ABOUT R=511 mm (20 I/8') R=424 mm (I6 11/16'1 (-- 13 mm (1/21 N,C, x 25 mm (1') LONG CAP =4 ! SSEEEW WITH EYEBOLT DETAL HEREON) R=343 mm 113 1/2.) ' + (SEE NOTES 3 AND 6) X245 mm (9 5/86), I N 9 I I. E 13 mm (1/2') N.C. z E IL ! - 25 mm (19 LONG CAP E >_ m SCREW'(TYP.) SEE _EYEBOLT r 13 mm f1/211 DETAIL kEREQk N.C. NUT (TYP.) ,—� 54 mm (2 1/89 WIDE (MIN.) a . GASKET (SEE NOTE 6) �- ,6. 1022 mm (3-41/41 ,.....•,� • 1 SECTION MANHOLE FRAME AND COVER MANHOLE WALL (CONCRETE. � 13 mm (I/2•) ANCHQR, MORTAR, OR dTHER MATERIAL 8' LANG (TYP.T (SEE NOTE 8) 4 rnrn t5/32•l 5 mm (3/169 �I �4 mm (5!32.1 JO• 3 mm 57 mm �2 mmi m1 57 mm DRILL ANO TAP (TYPICAL) (1!8'1 (2 1/4.1 1(7/8') /8 I (2 1/4') FOR 13 mm (1/21) /` DRILL 16 mm i N.C. THREAD. - (5/89 HOLES (T1'P.) E rW ` MACHINE 6 '. M a SURFACE o_ na I El OS mm 305 rmn i I �kn 8 mm mm �.: 1578 (t/2 �`L 10 mm M8') STEEL gg PRESSURE PLATE E tSEE NOTES 3 AND 61 ` Ty, to • 32 mm 5 DRILL AND TAP '(1 747 168 mm (6 5/8'l II') FOR 13 mm 11/2'1 -J- H.C. THREADS (TYP.) PRESSURE PLATE DETAIL OF FRAME i6 mm (5/8') HOLES mm - ,TYP.) (SEE NOTE 4 2 m Il /2•) DRILL AND TAP FOR �/g•1 / 13 mm (1/2') N.C. m THREADS (TYP.) (SEE 10 mm' NOTE 41 3/81 STEEL /f PRESSURE PLATE (SEE NOTES 3 AND 6) (Typ) ( -s 13 mm (t/29 DIA. 51 mm '2') DIA. _ WASHER GASKE(SEE NOTE 6) 13 mm (112.1 N.C. NUT (TYP.1 DETAIL OF BOLT HOLE 6 mm (1/411 MINIMUM - SPACING IN FRAME EYEBOLT DETAIL (2 REQUIRED) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRC�AU,ATED Ev—Hc MANHOLE FRAME AND COVER S"(ANMETRIC LAN PUE3,IREENSOOKC VPAirL 4(:., GREENBJJK CC!: Id f'�-E PRESSURE TYPE 211 1 ` 1"4 - MMMMMMMMMMmNMIWE SHEE- 1 9F 2 USEW:TH STANCARD SPECIFICATIONS FOR PJSLIC WORKS CONSTRUCTION 16427-1, M.B. 296/7-11. OF SIERRA A VE. ELEVA TI 1 1428.609 SEEI , _ I�I �I IN Nc. SEWER IMPROVEMENT PLANS SEEMS 2� sG Z w No. 36637 c m 760-A SOUTH ROCHESTER AVENUE ! L YTLECREEK ROAD SCALE: AS SHOWN Exp: 06-30-06 * � no FROM2OW ± NORTH OF SUMMIT AVE. MMEMINI! DA TE: P r �9T C1V1 TO 260+ AORTH OF SUMMIT AVE. MARCH 2004 CHECKED BY AP OVE DRAWING NO. 4 FOFCAL\FO Dote JV RCE 36637 EXP. 6-30-0 Q (^ �� ' .a 3669 7301L- b-allOEMMEMEMEMS �` a/ 4 CITY ENGINEER R.C.E. 1152 DATE MM MEMEMEMa sriSl1IM =1 . MEN MINIaMJL�_ III SEES _ _ N '' ' 0 MEN BROOME B111111101111 _ w��mom M MENECON-011111 GNOME 0.- „�.._ 11 NOME MEQ 120 �. — MONOMEMOMME..MEMEMEMEM _� M..1 0 NEE Eno� mom MOENi 11 �_i-MEE .�_ �� , i I: 111 s���i� !x MOS ME MEMEME , __'. ff on i Eno a� M 2 12, mom MEN _ME MEESE mom ME � E MENEM mom I F. Ora mom on �RANKS MENEM 0� mom 1111111,141111111 SEE MONSOONS i, 1111MMMM M MEN taiii'�c3 t a e _1MMMMMMMM MENS I MEMEMEMEMEMSEEN MENOMONEE MEE m MENEM!MEN MEMEMEM ME so 1MM mom MEMOMMEMEMEMEME ME 'MMMMMMMMMMMMMMS MOMMEMEMME son mom MENET EMS _ SEEM= MOMMOMMEMME m MEQ 0 M MEN NEE mom M No on MEMEMEMEMEM ON MEMEMEMME SOMME ME MEED ME MEE MEMEMOMMEMEMMEM MEMEMEMEMEMOMMEMEMEME NONE mm ONES OMS NEE MEMS M MENEM MEMMEMEMEM ■ MEQ � i AMM MEM SEE mom A ME so NONE �MM . A• • SCALE IN FEET 40 80 120 160 I� SCALE: 1 "40' 0 o APJ\1 Q 0 Q) —2 -26 -0 -DY -6-2 Q + r PROP 24 " S. D. — EXIST R/W�— a xn__ 1 1 PROP 24 " S.D. ` - I I PROP EP Z PROP EP , �. cN "� N CL N ' �. N 0'40 22 W - L7t— -- - -- - - EXIST 2" CRl4 DRD _ ___ _---- Z PROP. 66" D. PROP C&G . �JWATER LINE. W S, - - - - -- _ V� --PROP. 12" WATER FH FH EXIST. RR1W _ - - -- _ - EXIST R/W o PROP. R W ' 4PIV INSTALL 15" EXTRA STRENGTH V.C.P. SEWER 2�— CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (0=48'). CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (0=60'). INSTALL 15" V.C.P. PLUG. INSTALL PRESSURE TYPE MANHOLE FRAME AND COVER PER A.P. W.A. STD. 211-1. L YTLE CREEK ROAD TOLL FREE 'qqmmww"1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION REC. Dwc,. #M01E PRIOR lt7 AIVY 1a0N57R1lCIION 1117R/C, THE CONIiRAC10YP ,Sf(ALL POTHOLE TO VER/fY 1FE L00470N & f'LEYYATlQN OF ALL U77LllES OF POSSIBLE CO/VfilCT. 2 o EXIST. 96" z— MWD PIPELINE W Q) ' o EXIST M. W.D. MH C6 N0.40 22 W01' x/0'40'22 "W PROP 24' (WVWD) 80' APi\J M. W. D. R/�JJ2J�J � �© 9�p RECORD DRAWING 4► m THESE RECORD DRAW PARED IN No. 3653 7 z PART, ON THE BASIS O INFORMATION COMPILED AND FURNISHED BY OTHERS, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH \� AVE BEEN INCORPORATED INTO THE DOCUMENTS A SULT THEREOF. S DATE ENGR. CITY DATE 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. SYMMETRICAL ABOUT R=511 mm (20 I/8') R=424 mm (I6 11/16'1 (-- 13 mm (1/21 N,C, x 25 mm (1') LONG CAP =4 ! SSEEEW WITH EYEBOLT DETAL HEREON) R=343 mm 113 1/2.) ' + (SEE NOTES 3 AND 6) X245 mm (9 5/86), I N 9 I I. E 13 mm (1/2') N.C. z E IL ! - 25 mm (19 LONG CAP E >_ m SCREW'(TYP.) SEE _EYEBOLT r 13 mm f1/211 DETAIL kEREQk N.C. NUT (TYP.) ,—� 54 mm (2 1/89 WIDE (MIN.) a . GASKET (SEE NOTE 6) �- ,6. 1022 mm (3-41/41 ,.....•,� • 1 SECTION MANHOLE FRAME AND COVER MANHOLE WALL (CONCRETE. � 13 mm (I/2•) ANCHQR, MORTAR, OR dTHER MATERIAL 8' LANG (TYP.T (SEE NOTE 8) 4 rnrn t5/32•l 5 mm (3/169 �I �4 mm (5!32.1 JO• 3 mm 57 mm �2 mmi m1 57 mm DRILL ANO TAP (TYPICAL) (1!8'1 (2 1/4.1 1(7/8') /8 I (2 1/4') FOR 13 mm (1/21) /` DRILL 16 mm i N.C. THREAD. - (5/89 HOLES (T1'P.) E rW ` MACHINE 6 '. M a SURFACE o_ na I El OS mm 305 rmn i I �kn 8 mm mm �.: 1578 (t/2 �`L 10 mm M8') STEEL gg PRESSURE PLATE E tSEE NOTES 3 AND 61 ` Ty, to • 32 mm 5 DRILL AND TAP '(1 747 168 mm (6 5/8'l II') FOR 13 mm 11/2'1 -J- H.C. THREADS (TYP.) PRESSURE PLATE DETAIL OF FRAME i6 mm (5/8') HOLES mm - ,TYP.) (SEE NOTE 4 2 m Il /2•) DRILL AND TAP FOR �/g•1 / 13 mm (1/2') N.C. m THREADS (TYP.) (SEE 10 mm' NOTE 41 3/81 STEEL /f PRESSURE PLATE (SEE NOTES 3 AND 6) (Typ) ( -s 13 mm (t/29 DIA. 51 mm '2') DIA. _ WASHER GASKE(SEE NOTE 6) 13 mm (112.1 N.C. NUT (TYP.1 DETAIL OF BOLT HOLE 6 mm (1/411 MINIMUM - SPACING IN FRAME EYEBOLT DETAIL (2 REQUIRED) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRC�AU,ATED Ev—Hc MANHOLE FRAME AND COVER S"(ANMETRIC LAN PUE3,IREENSOOKC VPAirL 4(:., GREENBJJK CC!: Id f'�-E PRESSURE TYPE 211 1 ` 1"4 - REV. •996 SHEE- 1 9F 2 USEW:TH STANCARD SPECIFICATIONS FOR PJSLIC WORKS CONSTRUCTION NOTES: I. EXCEPT AS OTHERWISE INDICATED, THE MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 632, 762 mm (30") MANHOLE FRAME AND COVER. - 2. THE PRESSURE PLATE SHALL 3E STEEL CONFORMING TO ASTM A36M (A 36), AND SHALL BE GALVANIZED AFTER FABRICATION. BUT BEFORE INSTALLATION OF SCREWS AND BOLTS. 3. CAP SCREWS AND EYEBOLTS, INCLUDING WASHERS AND NUTS ATTACHED THERETO, SHALL BE FABRICATED FROM ANY SERIES 300 STAINLESS STEEL: 4, ALL HOLES IN CAST IRON SHALL BE DRILLED AFTER CASTING., OR PLJGGED PRIOR TO CASTING. THEY SHALL NOT BE PUNCHED. 5. ALL IRON CASTING SHALL RECEIVE AN ASPHALTIC COATING AFTER FABRICATION. 1 11, 6. GASKET MATERIAL SHALL BE 2 mm (1/16") THICK NEOPRENE RUBBER. PRESSURE PLATE GASKET SHALL BE 794 mm (2'-7 1/4") O.D. 7. ALL NUTS AND BOLTS SHALL BE TIGHTENED TO A MINIMUM TORQUE OF 34 Nm (25 FOOT-POUNDS). 8. FRAME SHALL BE SET ON 13 mm (1/2") THICK MINIMUM WET MORTAR BASE, CLASS 'B" MORTAR. 9. MANHOLE FRAME AND COVER AND PRESSURE PLATE ASSEMBLY SHALL BE TESTED FOR ACCURATE FIT PRIOR O DELIVERY TO JOBSITE AND MARKED INSETS. 10, 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. f AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER S-ANDARD PLAN MANHOLE FRAME AND COVER PRESSURE TYPE 211Rc 1 SHEET 2 OF 2 BENCH MARK. •,{ 8-17 BASIS OF BEARINGS: CAL TRANS BENCHMARK -17. A BRASS CAP /N THE CO CRETE BASE OF THE BRG. N08959'31 "E THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE 343' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON TR. NO. OF SAN SEVAINE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11. OF SIERRA A VE. ELEVA TI 1 1428.609 Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA ESSQ�°PRS 'W4" Al IN Nc. SEWER IMPROVEMENT PLANS MADOLERED AND ASSOCIATES, 2� sG Z w No. 36637 c m 760-A SOUTH ROCHESTER AVENUE DRAWN BY bM / MA L YTLECREEK ROAD SCALE: AS SHOWN Exp: 06-30-06 * � PHONE (9091 937-9151 HNE(9ONTARIO, ) 7-91 FROM2OW ± NORTH OF SUMMIT AVE. DESIGNED BY- DA TE: P r �9T C1V1 TO 260+ AORTH OF SUMMIT AVE. MARCH 2004 CHECKED BY AP OVE DRAWING NO. 4 FOFCAL\FO Dote JV RCE 36637 EXP. 6-30-0 Q (^ �� ' .a 3669 WENDELL L. IWATSURU �` a/ 4 CITY ENGINEER R.C.E. 1152 DATE