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Home My WebLink About3893-4F m_ -_ SES TO " ROUNDED 75, t3•) R t 1 D )F SPUR ! 50 wm (i') ON. ILL STEEL REINF. ISMS 2 1100 m 04 O 46) EIC 613 P AN (01 (SHAFT! NOT SHOWN) 111 I11�11Y IY.11. YYYI IY�AYIYIIY. STREET GRADE 1 Oev teft USII wrTH STANDARD 1104CIR WATIOIN1 ts CONSTRUCT10N MAN" OLE FRAME CONCRETE ")me$ NNM (MIIIYMNN.Mtt1Ad� •"••~"„"^- 2 AND COVER PER PER STD. PLAN 324, i s ienPrrWuNNN.q , ST», PLAN $130 010"T THIS STEP A4 A8 O.D. O.D. t S D' IN PAVED STREETS -• s II.I..Io.awu( , 7 MANHOLE 2 s Teo laEr MrTlwNl. (eWlE..s.w1) + ns am 04 a t ro � PER $TO. 4400 me (160) FOR toN a..E NYp M..wl.l» Rme«1 10 ,as PLAN 324 PAVED STREETS. a roe Ir.le.N..laeErw.s.wq a(t mm 43- 04 050 om (1!'-tl 3774 ,, • 474 3314 ,,,..•-100 STREETS FOR UN- 2511 ... 34 ,r" PAVED STREETS 1 12 436 •`•" 30 .,_ 125 mn x 60 won 45'x2') PIPE "SEAT 40 1a Sa14 r 414 • 3a ROUND EDGES 48 21 8734 15 4Y. Of INLETS 42 4334 •) 24 ROUND EDGES 18 574 7274 48 4974 5756 2834 93• 15 no 5 87 54 5536 8356 3134 INLET ELEVATION 15R" 8 95 80 8111 APPLIES AT THIS 89Th 3474 ' 15R" POINT SECTION A -A STATION LINE ~•~~�:, ".', 900 am (30•-0.1 200 11Rm (w), �_ '=m r r � I♦ - 1M`i' STEPS 450 mm (14.) 100 wrra I4t•) X200 mm (4•) +C TAIL. 'N' PLAN AND COVER MOT SHOW YYMYIII. .�I�I�I.I.IIIYIII..wl.11-Y. €NOTE 1 STREET GRADE is a 2 25 Rltlti SEAT W r !v SECTION C -C OPTIONAL BOTTO4I---`' "'-GRADE POINTS. SEE NOTE 5 SECTION B-11 RANI 1 na II EEms PAVIED 13=T NPA T T N. (11*11217, wwm to 1/B•) 4460 w m 041? 1 300 amt •I AMERICAN PUBLIC WORKS Atl' 30CIATION - SOUTHERN CALIFORNIA CHAPTER Pwroww,SSTswa11lYTtaE ANHOLE PIPE TO PIPE ONE OR BOTH sTA° '" '$ '.'t�rrMSI LS n 33'* OR SWI�LLER 321 'I 1 Oev teft USII wrTH STANDARD 1104CIR WATIOIN1 ts CONSTRUCT10N SHEET 1 OF 3 NOTE Ir WHEN DEPTH Al FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (24-10 1/2') FOR PAVED STREETS OR 1460 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 rranrr (61 WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6') OR LESS. 2. H (IN SECTION A -A AND 8-8) SHALL NOT BE LESS THAN 1.2 m (4'-0'). 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 OTHER'W'ISE 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 morn (81) FOR VALUES OF H UP TO AND INCLUDING 2.4 rn (8`-0') AND 250 mm (10') FOR VALUES OF H OVER 2.4 m (8"-O'L 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. G. REINFORCEMENT SHALL CONFORM t6 ASTM A 615M. GRADE 3OO(ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 norm (1 1/20) 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 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 200 mm t81. 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 em. (141 TO 375 mm (IS') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 nnnr (24'} ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE, AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STAO"ft ft -M 3METRIC T� 1 MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE IDS 825mm 33 OR SMALLER) SHEET 2OF3 It. 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 (36') TO 1450 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 (36") 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 mrn (8') THICK TOP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FROM THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (60). 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 (360) 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 (240) MANHOLE FRAME AND COVER 633 914 mm (3+6.11 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 1 - 1 MANHOLE PIPE TO PIPE PONE OR BOTH MAIN LINE321 ID"S 825mm 33 ' OR SMALLER SHEET 3 OF 3 AC -31 ALUNN {N�U.M�CANAL GATE 4 I of T • e 3 ( D S LAIN. M MIN. I E OETA(l I I 1 � (0 , 1 1 ' 1 .4 Ab � , 1 OTA Nsw o(. 1 1 FLATBACK .1L • nwr:uE 104 FLANGEBACK t1arPIPE+rION (Ns1YLTtaN ow" OErTN OEPTN 8PIGOTBACK TYPE 4 TYPE 6 1 jx OL¢ SEAL mm Oc 10 2 DRAWM REPRESENTS TOP VIEW OF UHMW POLYETWfLENE • 106 Dube*Mft' S KlOM1L BEAT DETAIL Ob DRAvwNG REPRESENrssroE VIEW OFTAPEREDSLIDEAOAN ST .I.e� WATING 00mumm WL 30(1 A.T�tl�fi` u BAM OF BEAPOM 90L ENGINEER � 0. Vic"• :� CTI Fbnrs ALIR -KED wid ASSOC, INC. BIrA1lIOB ARE BASED ON THE NE6TEiLY LNE OF 220 W6rcbw CtdA, 81� 150 1011 K Arnwlclo BtNt * Elf'. THE NORT}EAQT QUARTER OF SECTION 23, TORN1�� BENG A SI�NWON OF A PORTION OF THE NORT7•EABT 1/4 OF SE'CT10N 23 AND A PORTION OF THE NORTHWEST J, �Q- 1 NORTK RANG 6 WETT, SAN k49lXAK 1/4 OF SECTION 24, BOITH OF TOMAr M 1 NORTH, RANG 6 WEST, I AN MOMIAN, COUNTY OF SAN C � Ar (714) e3o-t62G I Tqr� c I V IL AS SHIMMY ON THE AMEWINo MAP OF TRACT 13700, OF CAL�� FILED N BOOK 200 OF AAPS, AT PARES 46 Ti410UfSi aR, NCLUSIVE, N THE OFFICE OF THE COUNTY Fax (M) 273-2100 F6ur• 0114) t330-1016 RECORDER OF SAN BE M AARDNO COUNTY, BErG RECORD DRAWIN65 NORTTi OOr30'2� WEST. BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER DESCRIBED BY METROPOLITAN WATER DISTRICT SO. � OAEICITY OF FONTANA, CALIFORNIA CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT tCASC COYOTE CANYON INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE _ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ` ARIC M. TORR � E IV G I IV E E R 1 N G DRAWN BY: �� SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, W O.S.TRACT 16326 AS SHOWN FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 Nc, 66M 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 WATER QUALITY BASIN "A" FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO �( >a PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY. DATE. BEFORE DAYS BEFORE Exp. 06-3°-06 A.T. DE IL SHEET JUNE 2005 ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG STANDARDS IN EFFECT. '��lF CIVIC'`�\!EPARED BY: AR►C M. T ON R.C.E. LA0. 66068 CHECKED BY: PRO BY: CRANING NO.: 4 OF CA�� MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 El ro O ,Q f C.v.A OI' Ob 3893 NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR.QW//(IiGS �OrB AMJ" ./(r DAA' f"l CI ENGINEER R.C.E. 51152 DATE: 7 PARTS LIST AC i1 ALUNN11u11 CANAL GATE No. ar• r NNM (MIIIYMNN.Mtt1Ad� t 2 (A4Nni1NNN pYM) i s ienPrrWuNNN.q , + A4 A8 O.D. O.D. t S D' E" s II.I..Io.awu( , 7 nal..lo Nrd.�1N lsr++�+�1 2 s Teo laEr MrTlwNl. (eWlE..s.w1) + � b COYw AMOdIMIe IiNNNI. (!lIEYIM. t ro � r toN a..E NYp M..wl.l» Rme«1 10 ,as � w•1+N•"1 t roe Ir.le.N..laeErw.s.wq a(t AC i1 ALUNN11u11 CANAL GATE D/(ENSION N LACHES GATE SIZE (0141 Al I.D. A4 A8 O.D. O.D. 8 C D' E" F H 12 1371 11T�6 11'SSN 21 8 28 10 434 22 15 1816 14�Yi 14rii 25 974 3234 10 474 2874 1a 1936 1744 1T�6 2a 11 3774 12 474 3314 24 2511 24 34 14 4674 12 436 4214 30 3171 30 40 1a Sa14 15 414 5414 3a 3716 48 21 8734 15 4Y. 83Yz 42 4334 52 24 7614 18 574 7274 48 4974 5756 2834 93• 15R" 5 87 54 5536 8356 3134 101' 15R" 8 95 80 8111 89Th 3474 11436' 15R" 8 108 88 8711 75',i 3714 12316' 1572" 8 117 72 7376 8156 4014 13276• 15R~ 8 128 a4 8516 9436 4814 15214• 15R" 7 14814 • okllsrNioE( from gde osr(krNrle b ceEdelMrs of NR Inprt,helt --15' Fhndaarlk