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Home My WebLink About3429-811. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 825 mm (331) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (361 TO 1050 mm (421 INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (331) OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (361 IN DIAMETER. S. 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 48.1 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 (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 (36.) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (360) 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 PUKJC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PUN 321 -1 WEET3OF3 MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE ID'S 825mm 33 OR SMALLER BASIS OF BEARINGS: THE NORTH LINE OF THE SOUTHEAST 1/4 OF SECTION 23 TAN R.6W S.B.M. SHOWN AS N89059'18"W PER AMENDING TRACT MAP N0.,13750 M.B. 250/48-66 13+00 LEGAL DESCRIPTION: OWNER/DEVELOPER BEING A SUBDIVISION OF A PORTION OF THE EAST 1/2 OF THE CENTEX HOMES SOUTHEAST 1/4 OF SECTION 23, 2280 Wardlow Circle, Ste 150 TOWNSHIP 1 NORTH, RANGE 6 Corona, CA 92880-2896 WEST OF THE SAN BERNARDINO Ph: (909) 279-4000 BASE AND MERIDIAN, IN SAID Fax: (909) 273-2100 COUNTY. BENCH MARK: DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". NAVD 88 -1508.56 (FEET) -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 12+00 10+00 ±C DETAIL 'N" PLAN (RINGS ANe COVFR NOT SHOWNI B - O ' ♦' EDGES TO BE ROUNDED 321-1 ,`MAIN Ilxv iNs :- TO 75 mm (31 R AND COVER PER PER $T0. PLAN 324 300 SHEET 1 OF 2 12 i_ 4 � O M = �, r, o g °- O n - OMIT THIS STEP aso IS 120 41/2 R• ID 800 24 140 S 1/4 (24•) OF SPUR - _j 10 SO mm (6') 1050 _ MIN. ► 71/2 ALL STEEL REINF. 15M o _ 0 IGD m 04 0 41) OC 10+00 ±C DETAIL 'N" PLAN (RINGS ANe COVFR NOT SHOWNI 430 mm (181 M SEE NOTE I STREET GRADE 25 ••n 125 •m (S'xl•) RING SEAT W Nm N W a ,a QO x = W ti tV SECTION C -C 100 •xn (4.1-1 U2T-200 •x• (8') 100 mm (4 1. 200 mm (8') 200 M0 (8• OPTIONAL BOTTOMSEE NOTEINTS. SECTION 13-13 TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET WtPAVEO STREET MAX. WN. MAX. MIN. A -A 887 12'-10 C -C 282 m 111•1 1217 mm IS 1/21) 1410 m (16•) 1 360 ma (15') AMERICAN PUBLIC. WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER .PLAN - �'"I1P`"" (SHAF7.NOT SHOWN) STREET GRADE MANHOLE FRAME CONCRETE RINGS 321-1 ,`MAIN Ilxv iNs :- SHEET, OF 3 AND COVER PER PER $T0. PLAN 324 300 SHEET 1 OF 2 12 STD. PLAN 630 4 � O M = �, r, o g °- O n - OMIT THIS STEP aso IS 120 41/2 W 800 24 140 S 1/4 (24•) IN PAVED STREETS - - _j 10 975 39 ISO 7 1050 MANHOLE m 190 71/2 c o � E E 0 N SHAFT 225 m (9-1-- = � q N 1125 45 200 7 3/4 1200 49 210 a 1275 SI 220 PER STD. 400 mm 061 FOR. EW ISOO 60 230 KIOI/14 I575 83 280 1650 66 260 172589 2e0 PLAN 324 PAVED STREETS. O NET 2250 90 900 mw l -3'-O•) 650 mm (2'-2') 13 1/4 8 `EE E � t N � EE E n a O N S E OE N 2400 ee 360 14 STREETS FOR UN- 2700 loe 410 16 'n 3000 120 440 17 3150 126 440 17 3300 132 450 17 1/2 PAVED STREETS I 3600 144 480 la •«= i5•) 125 mm x SO mm (51x2') PIPE SEAT Im '1 T 0 •re (3•-6• ROUND EDGES .., OF INLETS x 25 •rn (S•I ROUND EDGES M r 15 mnl I(/2. INLET ELEVATION APPLIES AT THIS POINT SECTION A -A STATION LINE 900 mm (3'-0') 200 mm (81-, _ 430 mm (181 M SEE NOTE I STREET GRADE 25 ••n 125 •m (S'xl•) RING SEAT W Nm N W a ,a QO x = W ti tV SECTION C -C 100 •xn (4.1-1 U2T-200 •x• (8') 100 mm (4 1. 200 mm (8') 200 M0 (8• OPTIONAL BOTTOMSEE NOTEINTS. SECTION 13-13 TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET WtPAVEO STREET MAX. WN. MAX. MIN. A -A 887 12'-10 C -C 282 m 111•1 1217 mm IS 1/21) 1410 m (16•) 1 360 ma (15') AMERICAN PUBLIC. WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER BFEET2DF3 MANHOLEPIPE TO PIPE- ONE OR BOTH �'"I1P`"" MW UNE ID'$ 825rrurt OR WALLER). 321-1 ,`MAIN Ilxv iNs :- SHEET, OF 3 um WITH wrmoARD s0 t($FICATow rm PUBLIC womw coNSTRUcj REV. I REVISION DESCRIPTION (Rev. 3/29/99) DATE I ENGR. I CITY I DATE 10+00 12+00 NOTES 1. .WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 667. n rn (2'-10 1/2') .FOR PAVED STREETS- OR 1060 mm (3'-61 FOR , ,'." UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N". DEPTH N MAY BE REDUCED TO,AN.ABSOLUTE LIMIT OF 150 mm (6-) 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 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 ON SECTION C -C) SEE NOTE I. 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 INLOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4_ . T SHALL BE 200 mm (81 FOR VALUES OF H UP TO AND INCLUDING 2.4 m (8'-00)•AND 250 ihn (101 FOR VALUES OF H OVER 2.4 m (8-00). 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 6t5M. GRADE 300(ASTIII A 615. GRADE 40).. AND SHALL TERMINATE 40 ruin -0 1/2-11 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 KAY 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 (14-) TO 375 mm (150) OC. THE LOWEST STEP SHALL --NOT BE MORE THAN 600 mm (240) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE.METRIC AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE ONEOR BOTH MAIN LINE 321-1 - -ID'S $25mm 33 ORSHEET 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. R6GOR0 ORgwtNGX 13+00 t LATERAL / CONNECTOR PIPE IOM04S0 mm (•3 OR •4q8'OC ROUND EDGES TO RADIUS OF APPROXIMATE ID OF LATERAL. MAXIMUM � 900 mm (361 0p F A a B BARS----- E MAIN LINE -� 1 NOTE 8 TABLE FOR DIMENSIONS AND STATION -J (" BFEET2DF3 BAR SIZES 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. R6GOR0 ORgwtNGX 13+00 t LATERAL / CONNECTOR PIPE IOM04S0 mm (•3 OR •4q8'OC ROUND EDGES TO RADIUS OF APPROXIMATE ID OF LATERAL. MAXIMUM � 900 mm (361 0p F A a B BARS----- E MAIN LINE -� 1 NOTE 8 TABLE FOR DIMENSIONS AND STATION -J (" 340 - 1 SHEET 2 OF 2 BAR SIZES (min) D2 OR B (INCHES) (minl F OR T (INCHES) � ood t � 300 SHEET 1 OF 2 12 IID 4 � O M = �, r, o g °- O n - 375 IS 110 41/4 aso IS 120 41/2 323 21 130 S 800 24 140 S 1/4 875 27 140 S I/2 730 30 160 6 025 33 160 61/4 800 36 ITO 61/2 975 39 ISO 7 1050 42 190 71/2 c o � E E 0 N c g E E •+ = � q N 1125 45 200 7 3/4 1200 49 210 a 1275 SI 220 1350 54 230 1423 sT zaD ISOO 60 230 KIOI/14 I575 83 280 1650 66 260 172589 2e0 Isoo 72 leo It 1930 76 300 II 3/4 ztoo 84 320 121/2 2250 90 340 13 1/4 8 `EE E � t N � EE E n a O N S E OE N 2400 ee 360 14 zsso 102 too Is 1/2 2700 loe 410 16 2e50 114 420 16 1/2 3000 120 440 17 3150 126 440 17 3300 132 450 17 1/2 3430 138 450 17 I/2 3600 144 480 la STATION PT.J 1 0 y � N' M D BARS PLAN N' EDGES` mm t3'T'R P STATION (•3 OR M). NOTE 4, (03 04) 15MO450 mm II BOTH WAYS, TO BE USED WHEN D2 IS ISOO mm (60•) OR MORE LONGITUDINAL SECTION 0 BARS � IOM (03 F- A BARS .�I OR •4) F BARS \ P IOM0450 mm m ---� 03 OR •4 8 BARS ole•) oc 1 ELEV. R ELI V. S Islwoaso mm 0401e1 OC. BOTH WAYS. TO BE USED WHEN B IS 1300 mm (601 � OR MORE E MAIN LINE SECTION N' -N•-N' PROJECTED ON M -M -N' AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE TRANSITION STRUCTURE METRIC STANDARD PUN LIC PUBWORKS STANDARDS INC.. PIPE TO PIPE 340-1 caeEENeoolc cc1,�-rFe 1992 Rte. 1995 NOTES I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, A, SHALL NOT EXCEED 5045'. 2. VALUES FOR A. B. C. DI AND D2 ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATIONS ARE SHOWN WHEN REQUIRED BY NOTE 10. 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615). GRADE 300(40). AND SHALL TERMINATE 40 mm (I I/2-) CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE IOM Q 450 mm (.3 OR 94 t? 181 OC OR LESS. 5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT LONGITUDINAL KEYWAY. 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION OF THE CONTRACTOR TO MEET RCP ENDS. USING D BARS. LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE, UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 9. WHEN THERE IS NO SPUR REQUIRED, A & 8 BARS SHALL BE OMITTED. 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT DRAWINGS. INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK IN INLET 340 - 1 SHEET 2 OF 2 PIPE TO PIPE SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PROFILE SCALES HORIZ.: 1 "=40' VERT. : 1 "=4' LINE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS OY WHEN STUB IS TO BE PROVIDED IN MAIN00 LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. II. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (259. IF THE COYER EXCEEDS 7.5 m (251 A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. 12. 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. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN TRANSITION STRUCTURE METRIC SEAL -ENGINED? 121:11117 Mall & Ebremm, ESS/ -Inc. Hulz 00V A Civil Engineering -Planning •Surveying -Public Works DRAWN BY: 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 TRM 0� = No. 31681 i � PREPARED UNDER THE SUPERVISION OF: DESIGNED BY- * Exp. 12/31/04 TRM ��P ��91E, CIVIL CKED BY: OF CAFE �i/ `l �aLA^''.�� ✓C? � 1 (p'O� I HAROLD GARCELON, P. 31681 DATE RDC r 340 - 1 SHEET 2 OF 2 PIPE TO PIPE O+ 3 v t (n I I c J1-1 rn 0 / 0 O N r� O N O O a� _ o O 7 .s -'D J 0-0 (D 0 I a PI) N N O CITY OF FONTANA, CALIFORNIA M o COYOTE CANYON If) N STORM DRAIN IMP OVEMENT PLANS SCALE: /� -- DET IL SHEET NTS Q TRA 16326, 1 ii5-1 6325-2, & 14274-1 D APRIL 2004 Z APPR BY: DRAWING No:Mho v+o �jf 3 .. TY ENGINEER R.C.E. 51152 'pATE.D/ 3429Q J TOLL FREE 1