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Home My WebLink About3377-CE41 - ( LATERAL/CONNECTOR PIPE CONC. PIPE, RCP OR CSP t MAIN LINE RCP 4 Ian LINE RCP --) j I 'kmm 4) I1 L� �c G 9 r �� K* CLASS C l r 15 mm 0/2" 1 MIN. MORTAR , op SEE NOTE 4 o -- �. STA. PT. I !B BEDDING OF -t R � P IPE INLET PIPE s45q BACKFILL WITH 1 SEE NOTE 6 45° 265 Kg -C-14 Mpa (450-C-2000) CONCRETE OR COMPACT I G SOL TO t RELATIVE DENSITY 100 rr91, 4 REQUIRED l � } BY r - o SPECIFICATIONS CASE I UNDISTURBED EARTH BEDDING, PER SPECIFICATIONS PLAN CASE I SECTION B -B FOR OUTLET SEE STD, Vol0 CATCH BASIN PLANS O 9 j,%. CATCH BASIN FLOOR 265 ddR / 265 Kg -C-14 Mpa 050-C^2000) CONC. ENCASEMENT, SEE NOTE 5 `s0 CONC. PIPE. r6•l RCP OR CSP SE NOTE 0 T E 3 SEE NOT 4 IN >a . LB 5 -----J�---- - CASE 2 )SEE NOTES 9 a 10) VARIES TO SUIT CONDl710N5 a _ E -- --- ec n, ; NN PLAN CASE 3 SADDLE CONNECTION BACKFILL BEDDING OO CASE I SECTION C -C )R TAR SECTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER _ _. - _- _ PROMULGATED eY'HE_ NCT JUNCTION STRUCTURE - PIPE TO PIPE STANDARD PIAN PIa9SRvVT;M COMMr-TE .. uREENBDI G�MM1i'=E [ID ` m 24''�� METRIC 332-1 332 - �, II' V 1 Rrv. ts99 SHEE- I OF., USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION tC B DETAIL "N" PLAN 21 ..Ec.7C "4CRK557ANLARUS ViL... aRvaklocx ccwllrru ---EDGES TO BE ROUNDED 321-1 RE•a. iJ4s TO 75mm(31)R (RINGS ANO COVER NOT SHOWN) 12 SEE NOTE 1 A* (SHAFT NOT SHOWN) I /.�A STREET GRADE MANHOLE FRAME CONCRETE RINGS STREET GRADE 525 21 130- - 5 610 mm AND COVER PER PER STD. PLAN 324 OMIT PLAN 630 OMIT THIS STEP R = I D W _#24'1 � 900 36 170 61/2 . OF SPUR t SEAT a Vg ~ mm (ii') SHAFT 225 mm (9`t----''` n -- 00 " "' O 0 fit n 1 MIN. ti 1275 51 220 0 1/2 ALL STEEL REIW. 15AI R 1500 so 250 9 11/2 0 100 mm (•4 0 41 OC tC AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRCA9,.R.GATFC I!YR- �. DETAIL "N" PLAN 0Ir"" ..Ec.7C "4CRK557ANLARUS ViL... aRvaklocx ccwllrru MAIN LINE ID'S 825mm 33" OR SMALLER 321-1 RE•a. iJ4s PLAN (RINGS ANO COVER NOT SHOWN) 12 SEE NOTE 1 4 (SHAFT NOT SHOWN) R STREET GRADE MANHOLE FRAME CONCRETE RINGS STREET GRADE 525 21 130- - 5 610 mm AND COVER PER PER STD. PLAN 324 OMIT PLAN 630 OMIT THIS STEP .425 mm x 25 mm f (5"4.1 W _#24'1 � 900 36 170 61/2 . IN PAVED STREETS�RING MANHOLE SEAT a Vg ~ 140 SHAFT 225 mm (9`t----''` n -- 00 " "' O 0 fit n 1 w� 1200 48 �. 210 8 1275 51 220 0 1/2 PER STD. 400 mm 116•) FOR 610 1500 so 250 9 11/2 1575 63 04 E 1880 72 288 _ 11 PLAN 324 PAVED STREETS. _- t24') 90 a 340 l3 1/4 £ y E a _. --900 mm (3•-0') OTR mm (2'-2'1 2850 114 1 420 16 1l2 3004 120 . 440 17 3150 126 1 440 I7 3300 132 1 450 IT 1/2 3450 1138 05011-71/2 3640 144 480 I$ 1 ' T M - _ STREETS FOR UN-, PAVED STREETS In M T 1050 mm !3' 6 t T "o iu m H DET 1T5 IT' DATE: 9T Sivi�- ��'tiQ FOF I 125 mm x 50 mm (5'x2•) PIPE SEAT FEB. 2004 a z - K 14Y APPR D BY: �+ - D� 6 mm - ' T ROUND E(IGE_ S 15 mm 0 y "1 N : OF INLETS 1/2' N 25 mm (5'} 04 ROUND EDGES 48 P5 mm J:\826-1185\aradina\PG04.DWG. 1/17/2005 8:53:56 AM. ioraea tl/ • APPLIES AT TH 5 SECTION C -C POINT SECTION A -A STATION LINE -.� 900 mm (3'-0•) 200 1mm (B•}-� .�. w. STEPS T .. 450 mm IIB') 75 mt9 (59 L I I I 100 mm (4') L -2T-200 mm �8`1� 100 mm (4.1 -200 mm (B') 200 mm 189b 11 OPTIONAL BOTTOM `-GRADE POINTS, SEE NOTE 5 SECTION _ B -B:.. TABLE OF VALUES FOR M #SEE NOTE !) SECTION PAYED STREET UNPAVED STR T MAX, N. MAX. MI AA 887 w - - 1080 ae+ (3'-6.1 C -C 282 mm 01'1 1217 mm (8 1/2') 1410 mm (16`) : 300 n1m (13') AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRCA9,.R.GATFC I!YR- �. MANHOLE PIPE TO PIPE ONE OR BOTH STANOARO PLAN METRIC ..Ec.7C "4CRK557ANLARUS ViL... aRvaklocx ccwllrru MAIN LINE ID'S 825mm 33" OR SMALLER 321-1 RE•a. iJ4s SHEET t OF 3 USE WITH. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTR_- -N GENERAL NOTE I. 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 I, IF ANGLE A IS LESS 7HAN 450 OR IF D IS LARGER THAN 640 mm (241, THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED, 2. THE OUTSIDE , DIAMETER F E O HE INLET PIPE SHA NOT LL O 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 F E 0 THE INLET LE PE PLUS 30 mm (I.) MINIMUM TO 75 mm (3"i 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. B. STAT IONS >= P' CiF DON THE E P ROJECT DRAWINGS APPLIES AT THE NTERSECTION 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. CASE 3 11. CONNECTIONS TO PIPES 525 mm (21') 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 DIAMETEROF 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 T AND ND TRIM MED 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 f AND 2, AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER - STANRD PLAN JUNCTION STRUCTURE - PIPE TO PIPE E R1C I 332 - 1 ID< 6 /� +� I, _ 00 mm 24 )_ SHEET 2Of 2 NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-fo 1/21 FOR PAVED STREETS OR 1060 mm (3'-6`1 FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N'. DEPTH M 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'--0'). BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT I BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN 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 IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER, 4. T SHALL BE 200 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m (8'-0") AND 250 mm (IO`) FOR VALUES OF H OVER 2.4 m (8'-0•). 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 0 1/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN.. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. B. BODY OFF 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 (8'). 10. STEPS SHALL ALL GONE oRM TO STANDARD RD PLAN 635 OR 636. UNLESS OTHERWISESHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (I4') TO 375 mm (I5') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STAND L RIC IN MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE ID'S 825mm 33" OR SMALLER 321 - 3HFFOF . i- ^c : 153C 5' 1 3.5' 5' 1525 v %0_�o�� 0,�'1��. I 2 0, �6sr90TC' 1520 . I ` O` J L- LOCAL DEPRESSION DETAIL SCALE: 1 "=4' 1515 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT t LATERAL 1 CONNECTOR PIPE 10MO450 mm (03 OR •408') OC ROUND EDGES TO RADIUS ` OF APPROXIMATE ID OF LATERAL. MAXIMUM i 900 mm #36'1 9T 4 150 A 8 B BARS ,�., m z MAIN LINE STATION STATION PT.-'/ D m Nr mum ; I mm (3) R -► �- STATION IOM 1�•3 OR +4), SEE NOTE 41 D BARS PLAN r-- IOM 103 f OR .4) �. r. it 1 I I STA. STAY ll /� I i f i I II I5M0450 mm (•401$) OC. BOTH WAYS, TO BE USED WHEN 1 D2 IS 1500 mm (GO') OR MORE - LONGITUDINAL SECTION D BARS IOM #+3 AGARS I OR •4) F BARS IOM0450 mm I P t.3 OR .4 -B BARS f "� I 0 IB') 06-, 1 l! mm (•4pl$')OC, TABLE FOR DIMENSIONS AND BAR SIZES IYS, TO BE USED #mm1 D2 OR B ONCHES)l Immml F OR T ONCHES) m 06 00 SECTION - 300 12 !l0 4 ,y u O 4 :n... n p - R 375 15 410 4 1/4 450i8 120 4 112 525 21 130- - 5 6*0 24 140 5 l/4 675 27 148 5 1/2 750 30 160 6 82'J 33 160 6 114 900 36 170 61/2 . 975 3 39 iSO 1050 42 1 140 _ i 112 n -- 00 " "' O 0 fit n 1 1125 45 i 200 7 314 1200 48 �. 210 8 1275 51 220 0 1/2 1350 54 230 9 1423 57 240 4 I/4 1500 so 250 9 11/2 1575 63 1650 66 260 10 1/4 1725 64 280 0 314 1880 72 288 _ 11 958 70 300 It 3/4 2100 84 320 121/2 2250 90 a 340 l3 1/4 v' G 0g y ✓; .1 w •' E N 0 IE IE d g 0 a 3 a O6� 2400 96 360 - 14 2530 102 1 400 151/2 2700 108 1 410 Is 2850 114 1 420 16 1l2 3004 120 . 440 17 3150 126 1 440 I7 3300 132 1 450 IT 1/2 3450 1138 05011-71/2 3640 144 480 I$ 1 STATION STATION PT.-'/ D m Nr mum ; I mm (3) R -► �- STATION IOM 1�•3 OR +4), SEE NOTE 41 D BARS PLAN r-- IOM 103 f OR .4) �. r. it 1 I I STA. STAY ll /� I i f i I II I5M0450 mm (•401$) OC. BOTH WAYS, TO BE USED WHEN 1 D2 IS 1500 mm (GO') OR MORE - LONGITUDINAL SECTION D BARS IOM #+3 AGARS I OR •4) F BARS IOM0450 mm I P t.3 OR .4 -B BARS f "� I 0 IB') 06-, 1 l! mm (•4pl$')OC, a^"ANDARL PLAN IYS, TO BE USED METRIC 321-1 SHEET3OF3 IS 1500 mm (601 tL FLOW p t MAIN LINE SECTION N' -N". -•N" PROJECTED -ON M -MSN" AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMU+_c.TED BY T.7 STANOARO PLAN PVEi.:£:'M7RK&STAN..A .S llv\:. TRANSITION STRUCTURE METRIC :iR£ENmC1' .^.OM"41„ < PIPE TO PIPE 340-1 "EV 1R'4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION BEET t 2 11, 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 (36") TO 1050 mm (42') 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 (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 mm (81) THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm (6').. IF THE SIZE F -S C 0 THE LATERAL IS SUCH THAT THE ABOVE SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. I. 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 (36') WITHOUT REDUCER IS SPECIFIED REFER E EDTO 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 (361 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 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER a^"ANDARL PLAN -- _.. MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE_ ID'S 825mm 33fYOR SMALLER METRIC 321-1 SHEET3OF3 NOTES I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, 9, SHALL NOT EXCEED 5'45'. 2. VALUES FOR A. B, C, DI AND D2 ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN REQUIRED BY NOTE 10, 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT S STEEL SHALL CONFORM TO ASTM A 615 M (A 615), GRADE 300(401• AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE IOM 0 450 mm (•3 OR *4 0 18') OC OR LESS. 5. ELEVATIONS APPLIES AT INSIDE WALL OF STRUCTURE. 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION, H 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. $ EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE, UNLESS OTHERWISE E E SHOWN ON THE PROJECT DRAWINGS. 9. WHEN THERE IS NO SPUR REQUIRED, A & B BARS SHALL BE OMITTED. 10. WHEN E ELEVATION E ON R AND EL T EVA ION S ARE NOT SHOWN OW ON PROJECT C 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 LINE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS 9�NL�__YWHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. 11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25'). IF THEV CO ERXC E EEDS 7.5 m 125'1 A SPECIALSTRUCTURE RUCTUR HA E S LL 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 PLAT. TRANSITION STRUCTUREMETR'D 340 - 1 PIPE TO PIPE SHEET 2 OF 2 A I SLO I ; LAN OF COVER TOP VIEW G„ „- s r ; _ m�-, ��- / 113.'8'4 R. TYP. �- „ n -! n 4 J 44 mm PI 3/4'1 I j-' .. SECTION A -A COVER -LUG PLAN OF FRAME END VIEW 'SECT"ION B-13 I F �N - 3 1 a y � I dLfe Z' I 9 m LOCKING GUIDE SIDE VIEW C -C ^� I6 �Ir j U�U�U «io DETAIL OF NOTCHES PLAN OF COVER BOTTOM V"EW AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAP'T'ER _ .. Is - PRGMUL6A.C4SYTHE 610 mm (24) MANHOLE FRAME s�nnDAaOF'I PUFiLIC'A0RRKSSTAKDAR_ .KG., N9 T:2 GiR$EA13C�4iR.,O1MJlE= AND COVER LOCKING TYPE 210 - 2 Rev. 1999 - •• _- - - USE VOTH S'A'W)ARD 5?`c CIFICAT ONS FOR PUBLIC WORKS CONSTRUCTION"- 15.6' C/L SWA SEE DETAIL E THIS SIDEWALK FINISHED GRADE �>lua 4' SHEET FLOW p 4 SHEEr t OF 2 USFWTI) BTANO"D LEPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EXIST. GRADE TOE OF MPS' MAX 2' BASIS OF BEARINGS 5 1 RAILROAD SPIKE AT INTERSECTION BASKETBALL SECTION OF TRUNCATED. DOMES IF FLAT SLOPE ALONG THE NO. LINE OF SEC. 30, TRAVEL SURFACE ADJOINS MICULAR COURT AVE., IN POWER POLE N0. 9011E ON THE EAST SIDE OF CITRUS AVE. T. IN., R.5W., S.B.M. PER R.S. 58/5, WAS USED AS THE BASIS OF TRAFFIC WAY HANDICAP ACCESS RAMP NOT OT SCALE EXIST. GRADE BEARINGS FOR THIS PLAN. 3% Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA QR�E�Ory ��N❑"IAS �Fti SECTION A PATRICIA A. MARRUJO PARK, 5730 AVENAL PLACE SCALE: DRAWN BY: iv HORZ: 1"=10' SCALE: 1 "-40' W Q No, 62183 N 10601 CHURCH STREET, STE. 107 VERT: 1 "=5' RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 FLOW LINE OF SWALE SHALL BE AT 1,00/0 MIN. SEE PLAN FOR FLOW LINE GRADE. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SIDE SLOPE OF SWALE 4.00' MAX SHALL BE AT 2.0% MIN. AND 5:1 MAX. UNLESS OTHERWISE NOTED TYPICAL SECTION OF GRASS DRAINAGE SWALE SCALE: 1 =4 R/W 12' 18' 15M 0 300 mm 1.4 0 L/2 1TYP.) F- ~ :W aR 0 "IDMULOATM"r THE Pl1aUC NtN11Ci$UNGMD6IMC., CON CRETE COLLAR FOR RCP (is:: - . PP- E �>lua - FLOW p 4 SHEEr t OF 2 15M 0 300 mm #•4 0121) - 150 mm IN FJ61 MINjjt 1 CUT --- N 0. 2 C T N I CUT o. LINE- - INE 4 - - - - -- L10 9fl• CUT NO. 2 LINE 190 mm CUT NC 6`) MIN 3.14 (D0 DETAIL "A" (SEE NOTE 10) SONO -TUBE. OR EQUAL, INTERIOR FORM CUT NO. 1, SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- VERSE PLANE, REVERSE ONE SECTION AND TAPE BOTH SECTIONS T T OG H RF E ORM) THE E NO E DEF' TIN A LEC 0 NGL A. CUT N0. 2t SAW. THE TUBE LONGITUDINALLY REMOVING A STRIP 3.14 Wo -D I WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.. BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. FZ w 3-15M 1.4) CIRCULAR TIES, SEE NOTE 9 330-C-23 (560-C-3250) CONCRETE 23 mm 1.1.) 1TYP,) D L T 300 mm 112`1 300 mm 021 100 mm I41 45 mm 0 1 0 8) 300 e9m tl2 f 25 mm 15•I 600 mm 1241 300 mm 1121 t50 mm (61 750 mm (30`1 450 mm 118') 175 mm (71) 900 mm (36`1 450 mm 1181 225 mm 19') 1060 Sim (42`) 450 mm 11181 225 mm (94 1200 mm 148" 450 mm (181 250 mm 110.1 1425 mm t57•I 450 mm 1181 250 mm (101 1 mm mm 500 [60' 525 t t•) 2 275 mm Itl•7 1650 mm (66' 525 mm 12t') 275 mm (111) 11800 mm 172'1 600 mm 124' 3Qfl mm 012 1 OF PIPE. -- DETAIL `8" TYPICAL INT C L JO FOR REINFORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER "IDMULOATM"r THE Pl1aUC NtN11Ci$UNGMD6IMC., CON CRETE COLLAR FOR RCP STANDARD PIAN �>lua 300 mm 02' THROUGH 1880 mm (771 METRIC 380-3 4 SHEEr t OF 2 USFWTI) BTANO"D LEPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES: ITCHES I. THE CAST IRON USED SHALL- CONFORM WITH ASTM A-46 CLASS 35B. 2. THE FRAME AND COVER SHALL BE CCATED WITH ASPHALTUM OR BITUMINOUS PAINT AFTER TESTING AND INSPECTION. 3. COVERS SHALL BE CAST WITH THE LETTER "D' FOR STORM DRAINS AND "S' FOR SEWERS AND THE AGENCY IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE AGENCY. "HE LETTER "D" OR "S" SHALL BE APPROXIMATELY 65 m(TI (2 1/2") HIGH WITH 13 mm (1/2') LINE WIDTH AND P'ACED IN THE CENTER OF THE COVER. ALL LETTERS SHALL BE FLUSH WITH THEE FINISHED SURFACE OF THE COVER. d FOUNDRY IDENTIF YING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME. s 5. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS, 6. WEIGHT OF FRAME SHALL BE 73 kg (160 POUNDS) WEIGHT OF COVER SHALL BE 91 kg '200 POUNDS). ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%. 7. ThE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO THE JOB SITE. . ACCEP7ANCE WILL INDICATED BY THE AGENCY'S MARK. LL BE 9. THE PROOF -LOAD FOR TEST ?METHOD B OF THE STANDARD SPECIFI- CATIONS IS 25,100 kg (55,300 POUNDS). 9, COVERS DOR MANHOLES LOCATED IN EASEMENTS, ALLEYS, ?ARKWAYS AND ALL OTHER PLACES EXCEPT PAVED STREETS SHALL BE PROVIDED WITH SOCKET SET SCREW LOCKING DEVICES. DRILL AND TAP TWO HOLES TO A DEPTH IF 25 mm i') AT 90 DEGREES TO PICK HOLE AND INSTALL 19 mm x 19 mm (3/4" x 3/4') STAINLESS STEEL SOCKET SET SCREWS WITH IO mm (3/8") RECESSED HEX HEAD. AL' THREADS SHALL BE N.C. 10. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS n ARE NOT � I E O �..XAC I � UA WALLIES. IF METRI �. L C VALU'-S ARE U t E SED 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 VALJES JSED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. PKWY SIDEWALK & LANDSCAPE LETTERED LOT 5' 6 IDEWALK 1 MIN CITRUS AVE. MPy' EX. C&G SECTION B SCALE: 1 "=10' 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. AMERICAN PUBLICWORKS ASSOCIATION -S0UTHERN CALIFORNIACHAPTER ^�� STAT NJARp?IAN 1520 1515 1510 1505 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 (I'). BUT IS LESS THAN 75 mm((3') A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION 306-L2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (3.1. BUT LESS THAN 150 m m (6'1. A CONCRETE COLLAR IS REQUIRED. L E ED. !F THE CLEAR AR SPACE IS 150 mm (61 OR GREATER, A TRANSITION STRUCTURE IS REQUIRED. 3, CONCRETE '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=D! OR D2; WHICHEVER IS GREATER. B. WHEN DI IS EQUAL TO OR LESS THAN D2. JOIN INVERTS AND WHEN D# IS GREATER THAN 02, 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). _ 8. WHERE REINFORCING £ IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE 0+12X WALL THICKNESS) +.T. 9. REINFORCING SHALL LL BE USED WHERE THE PIPE DIAMETER METER IS R G EAT R THAN E 5 mm 2S (21" AND ON A 1 ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER END'S IS 75 mm (31 OR LARGER. CIRCULAR TIES: WHERE THE SPACE CEBETWEEN PIP. N X E ENDS EXCEEDS 7 mm TH NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (6") Q.C. 10. WHERE THE PIPE IS 525 mm (21.1 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 124`) OR LARGER A REMOVABLE INTERIOR.FORM SHALL BE USED OR THE INTERIOR E OR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. H. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES, IF METRIC VALUES ARE USED. ALL VALUES USED FDA 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 PtAr+ CONCRETE COLLAR FOR RCP M�R�I 380-3 300 mm 112" .THROUGH 18t)Q mm 7 PIPE DIAMETER NO. OF CIRCULAR TIES 525 mm 12t"} OR LESS 3 600 mm (24`1 TO 75p mm (30'1 3 825 mm (33`) 70 1425 mm (57') 4 115 00 mm C60' TO 1800 m ) m 7 " (z1 5 SECTION C SCALE: HORZ: 1"=10' VERT: 1 "=5' 610 mm (24") )MANHOLE FRAME 210 `c2 E / CRANED BORDER AND COVER LUCKING TYPE I srEer2 F2 MUST BE ON THE LEVEL, SURFACE AT THE TOA OF THE RAMPS Herm- CMM SLOPE .-OF'' LANDING AREAS DO NOT EXCEED IN ANY DIREenoN ,,.► WROUGHT IRON FENCE 10 BERM AT TOP a OF SLOPE 5 I M1 .►� I� SHEEr2OF2 2" SECTION C SCALE: HORZ: 1"=10' VERT: 1 "=5' 610 mm (24") )MANHOLE FRAME 210 `c2 E / CRANED BORDER AND COVER LUCKING TYPE I srEer2 F2 MUST BE ON THE LEVEL, SURFACE AT THE TOA OF THE RAMPS Herm- CMM SLOPE .-OF'' LANDING AREAS DO NOT EXCEED IN ANY DIREenoN ,,.► WROUGHT IRON FENCE 10 BERM AT TOP a OF SLOPE 5 I M1 .►� I� SIDEWALK % FINISHED GRADE MP's �J `� MOWSTRIP* SOCCER EXIST. GRADE FIELD BENCH MARK: # 675 BASIS OF BEARINGS SECTION C SCALE: HORZ: 1"=10' VERT: 1 "=5' 610 mm (24") )MANHOLE FRAME 210 `c2 E / CRANED BORDER AND COVER LUCKING TYPE I srEer2 F2 MUST BE ON THE LEVEL, SURFACE AT THE TOA OF THE RAMPS Herm- CMM SLOPE .-OF'' LANDING AREAS DO NOT EXCEED IN ANY DIREenoN ,,.► WROUGHT IRON FENCE 10 BERM AT TOP a OF SLOPE 5 I M1 .►� I� `� MOWSTRIP* BENCH MARK: # 675 BASIS OF BEARINGS NOTE: SURFACE WILL REQUIRE 350 RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89'30'06'E SECTION OF TRUNCATED. DOMES IF FLAT OF CITRUS AVE. AND LOS CEDROS ALONG THE NO. LINE OF SEC. 30, TRAVEL SURFACE ADJOINS MICULAR AVE., IN POWER POLE N0. 9011E ON THE EAST SIDE OF CITRUS AVE. T. IN., R.5W., S.B.M. PER R.S. 58/5, WAS USED AS THE BASIS OF TRAFFIC WAY HANDICAP ACCESS RAMP NOT OT SCALE ELEVATION: # 1467.59 BEARINGS FOR THIS PLAN. Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA QR�E�Ory ��N❑"IAS �Fti PREPARED IN THE OFFICE OF MADOLEANDASSOCIATES,INC. PATRICIA A. MARRUJO PARK, 5730 AVENAL PLACE DRAWN BY: iv PRECISE GRADI PLAN SCALE: 1 "-40' W Q No, 62183 N 10601 CHURCH STREET, STE. 107 * Expl 9-30-05 � RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 DET DESIGNED BY DATE: 9T Sivi�- ��'tiQ FOF M.N.S. FEB. 2004 CHECKED BY: APPR D BY: DRAWING NO.: D� Cq�IF� -- Date (41 -or RCE 62183 � EXP. 9-30-05 CI ENGINEER R.C.E. 511 2 PATE 48 J:\826-1185\aradina\PG04.DWG. 1/17/2005 8:53:56 AM. ioraea