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Home My WebLink About4067-3STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN METRIC 300-2 MANHOLE PIPE 10 rIPE MAIN LINE ID = Wn mm (36 1 OR LARGER STANDARD PLAN rR(&"*ATW DY TE ��" CURB OPENING CATCH BASIN 013M • 300 mm (/4 O 12') SSEMB ATE 1„4 i ' ' 4 RV- 1002, 1006 SHEET 1 OF U WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS UCTION EACH WAY S mm (1/4-) R STREET, GUTTER, 510 mm SPPWC 630 OMIT THIS STEP 7 3/41 1200 mm m V 24 C LOCAL DEPRESSION SURFACE _ 51 I I (Op) R 3, 2 ii L= SLOPE mm 40 mm 255 mm 9 1 4" 9 1/2'1 00"I 1650 mm88 1725 mm SHAFT PER 225 mm (9_ mm 75 mm FLOW UNE w ^75 mm L (3") R 72 SPPWC 324 400 mm (16') FOR FACE PLATE 1950 mm 7 B' WFL (O� E '-v E 0 84 N E 12 1 2 900 mm (3'-0") 650 mm (2'-2") 0 E 2 174-) mmmm 2550 mm SCORING ( 14" - r E E + (108'1 PAVED STREETS 1i LINE 2850 mm (114' 1000 mm (1 20 420 mm (16 1/2') 430 mm 17' CURB LINE n 430 mm 17 2 EXTRA 13M / (/4) ` = 5 125 mm x 50 mm (5"x2') PIPE SEAT STEPS 4, > rJ 144' 455 mm I ON 2 SIDES OF AME t 100 mm m ROUND EDGES AND COVER OVER OF INLETS (4") MIN j 25 mm S ROUND EDGES m 75 mm V I I (3140') MA75 X (3' R 4— CATCH BASIN E INLET ELEVATION — M FRAME E I I W^ POINT SECTION C� ✓ W F �o OPTIONAL SUBGRADE CONNECTOR PIPE OR MONO Uz� Sr CATCH BASIN 0 O �� Doi g CONNECTION STEPS I ( V I { SECTION A -A A _ 1l N v I I 100 mm 200 mm 8" f (4) R #I 3M 04 ` ^ ^1 qI I 90, DOWEL (TYP) U PLAN DOWEL DETAIL STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN METRIC 300-2 MANHOLE PIPE 10 rIPE MAIN LINE ID = Wn mm (36 1 OR LARGER STANDARD PLAN rR(&"*ATW DY TE ��" CURB OPENING CATCH BASIN METRIC 300— 2 I 1„4 i ' ' 4 RV- 1002, 1006 SHEET 1 OF U WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS UCTION NOTES: 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mm (i") DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK .ADJACENT TO THE BASIN. 2, ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING, 3, FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8%, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET, 4. DIMENSIONS: 8 = 970 mm (3'-2") V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET - 1.35 m (4.5'). VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm (12"). VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PLANS. H = NOTED ON THE PLANS. W = NOTED ON THE PLANS. A — THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 80 mm 3") PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 75 mm (3") RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70' OR GREATER THAN 110', OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED) AT THE CENTERLINE OF THE DOWNSTREAM 'd )D WALL. STEPS SHALL BE MANHOLEED 300 rrmAND PROJECT 65 mpmRT. THE (2— /2"). A L EP SHALL BE 175 mmOTHER STEPS SHALL PROJECTTE130 mmE(� OF THE 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 In (7') ON CENTER (MAXIMUM) ALONG THE BACKWALL - THE ACKWALL.THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 635 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN METRIC 300-2 MANHOLE PIPE 10 rIPE MAIN LINE ID = Wn mm (36 1 OR LARGER CURB OPENING CATCH BASIN ",> ap �s n "° °"�'°°" `°"""" ,902 MAIN UNE ID=900 mm 3fi OR LARG IA SHFFT 2 OF 2 B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTERLINE OF THE LATERAL ENTERS THE MANHOLE_ C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (30"). 13. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT — 900 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 326. 16, WHERE A PRESSURE MANHOLE SHAFT — WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328- 17, WHERE A PRESSURE MANHOLE SHAFT — 914 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329. 18 THE FOLLOWING SPPWC 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 (36") WITHOUT REDUCER 630 610 mm (24") MANHOLE FRAME AND COVER 633 914 mm (36") MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN METRIC 320-1 SHEET 4 OF 4 MANHOLE PIPE 10 rIPE MAIN LINE ID = Wn mm (36 1 OR LARGER BENCH MARK: BASIS OF BEARINGS: TOP OF 3/4" I.P. WEST 1/4 COR. SECTION 28 BASIS OF BEARING IS THE CENTERLINE OF T.1 S, R.6W. AT THE INTERSFQTION OF DAHLIA STREET AS SHOWN BY TRACT MAP ETIWANDA AVE. AND SANTA ANA STREET. NO. 8554, ON FILE IN BOOK 123 OF MAPS, ELEVATION 941.95 PAGES 13 THROUGH 17, THEREOF, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA, BEING N89°27'25"E. Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG F pl F OPTIONAL OUTSIDE EDGES TO BE EDGE OF CONCRETE ROUNDED TO I e D BARS 75 mm (3") R 75 mm (3') OC 10M(p) TIE BAR P R=ID OF SPUR C + SC 4-19M(#S), E BARS A 975 mm (3'-3') LONG, L J SEE NOTE 2 4-/1S (r') H D BARS IOM(#3) TIE BAR BARS 90 mm 75 AR (3') OC, — — 1.2 m (3'-0") LONG SEE NOTE 9 I I 3-#13M (/4) J BARS 1.4 m (4'-0") (4'-8") LONG 75 mm (3-) OC CONTINUOUS. ADDITIONAL DETAIL N F F BARS 150 mm (6") OC RINGS AND COVER NOT SHOWN - - INSIDE EDGE ( ) PLAN OF MANHOLE. SEE NOTE 2 (SEE NOTE 1) (SHAFT NOT SHOWN) MANHOLE FRAME STREET AND COVER PER GRADE SPPWC 630 610 mm (24') 125 mm x 50 mm W ' O i MANHOLE SHAFT (5•x2") a3 E PIPE SOTS 5 EVE PER SPPWC 324 PIPE SEAT S I. E al 900 mm (3'-0" E BARS w a E BARS TIE BARS ti r STEPS TD 3RTIE BAR Eo BARS I o f 125 mm (5 70D ' F J BARS P 11700 mm ^'"I I P ROUND EDGES I (2,-4 2'-4' TO 75 mm (3") R SPRING LINE INLET � 13M(#4) O 450 mm GRADE POINTS, (18") OC BOTH ELEVATION WAYS TO BE USED APPLIES AT SEE NOTE 4 WHEN D2 IS 1500 mm THIS POINT (60') OR OVE SECTION E3—E3 SECTION A—A CONCRETE RINGS STREET GRADE PER SPPWC 324 125 mm x 25 mm (5"xl') RING SEAT OMIT THIS H E H BARS STEP IN E PAVED _ s SEE TABLE STREETSmm2s ISO mm H BARS s 150 mm (6" = 24 E BARS 400 rnm (16") FOR 50 "' /10M (j13 OR /4) PAVED STREETS, F (6-) F TIE BARS 650 mm (2'- 2') FOR UNPAVED STREETS J BARS ROUND EDGES TO 75 mm t` (3") R SECTION C—C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ,m Or TM MANHOLE PIPE TO PIPE STANDARD TRI PLA" ",> ap �s n "° °"�'°°" `°"""" ,902 MAIN UNE ID=900 mm 3fi OR LARG IA 320-1 qEY. 1906 i ' ' 4 U WITH AND SPECIFCA PUBLIC WORKS C 5TRUC ON EDGES TO SE ROUNDED TO 75 mm (3") R JA i �R=ID OF SPUR t 150 mm (6') MIN ALL STEEL REIHF 013M O 100 mm (j4 O V) OC DETAIL "N" PLAN B (RINGS AND COVER NOT SHOWN) PLAN SEE NOTE 1 STATION LINE 900 mm (3'-0") 200 mm (8') STEPS T " 450 mm (18') I1 = I II I i 100 min 4' 1 1 100 mm (4') I 200 mm (8'} 200 mm (B' OPTIONAL BOTTOM GRADE POINTS, SEE NOTE 5 TABLE OF VALUES FORM SEE NOTE 1 SECTION B—B SECTION PAVED STREE7 UNPAVED STREET MAX MIN MAX #TIN A -A 667 mm 2'-10 1 2' 1086 mm (S-15 C -C 282 mm 11' 217 mm 8 1/2') 1410 mm 16 380 mm 15 STREET GRADE 125 Irm x 25 (5'x17 RMIC SEAT La 3 Wm N La M' EZ c° N 7 N SECTION C -C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION "'°� IOD By "" (SHAFT NOT SHOWN) STANDARD LAN METRIC STREET GRADE MANHOLE FRAME CONCRETE RINGS 321-1 OKV. Ion i ' ' 1050 mm AND COVER PER PER SPPWC 324 - -120 mm 7 112* 1125 mm 510 mm SPPWC 630 OMIT THIS STEP 7 3/41 1200 mm Li 24 IN PAVED STREETS -\ _ 51 m 8 1/2') MANHOLE 4" 57 60 63 mm 40 mm 255 mm 9 1 4" 9 1/2'1 00"I 1650 mm88 1725 mm SHAFT PER 225 mm (9_ mm 75 mm (10 1 4" 10 3/4') 1800 mm 72 SPPWC 324 400 mm (16') FOR 11' 1950 mm 7 B' mm PAVED STREETS, 0 84 N E 12 1 2 900 mm (3'-0") 650 mm (2'-2") 0 mm3 174-) mmmm 2550 mm I STREETS FOR UN- 395 mm 14" 2700 mm (108'1 PAVED STREETS 1i 16 2850 mm (114' 1000 mm (1 20 420 mm (16 1/2') 430 mm 17' i 1 430 mm 17 3300 mm 3450 mm ` = 5 125 mm x 50 mm (5"x2') PIPE SEAT 17 t ' 17 1 2 3600 mm 144' 455 mm T 1" If7 mm -6" ROUND EDGES OF INLETS 25 mm S ROUND EDGES Wmm15 INLET ELEVATION APPLIES AT THIS POINT SECTION A—A STATION LINE 900 mm (3'-0") 200 mm (8') STEPS T " 450 mm (18') I1 = I II I i 100 min 4' 1 1 100 mm (4') I 200 mm (8'} 200 mm (B' OPTIONAL BOTTOM GRADE POINTS, SEE NOTE 5 TABLE OF VALUES FORM SEE NOTE 1 SECTION B—B SECTION PAVED STREE7 UNPAVED STREET MAX MIN MAX #TIN A -A 667 mm 2'-10 1 2' 1086 mm (S-15 C -C 282 mm 11' 217 mm 8 1/2') 1410 mm 16 380 mm 15 STREET GRADE 125 Irm x 25 (5'x17 RMIC SEAT La 3 Wm N La M' EZ c° N 7 N SECTION C -C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION "'°� IOD By "" MANHOLE PIPE TO PIPE (ONE OR 80TH STANDARD LAN METRIC �c � sins we axm.oaic Op.,I.,tai MAIN UNE ID's els mm (330) OR SMALLER) 321-1 OKV. Ion i ' ' 1050 mm USE WTH STANDARD SlITMIFICATIONSO PUSUC WORKS CON N TABLE OF VALUES FOR F D2 STREET UNPAVED STREET F 900 mm 975 mm 9 115 MM i ' ' 1050 mm 42 -120 mm 7 112* 1125 mm 45 195 mm 7 3/41 1200 mm 48 205 mm 8 1275 mm 51 15 rnm 8 1/2') 1350 mm 1425 mm 1500 mm 1575 mm 4" 57 60 63 mm 40 mm 255 mm 9 1 4" 9 1/2'1 00"I 1650 mm88 1725 mm 89 mm 75 mm (10 1 4" 10 3/4') 1800 mm 72 280 mm 11' 1950 mm 7 B' mm 11 4" 2100 mm 84 320 mm 12 1 2 2250 mm mm3 174-) mmmm 2550 mm 102 395 mm 14" 2700 mm (108'1 405 mm 16 2850 mm (114' 1000 mm (1 20 420 mm (16 1/2') 430 mm 17' 31 mm 1 430 mm 17 3300 mm 3450 mm 132-) 138 4 m m 44§ 445 m 17 t ' 17 1 2 3600 mm 144' 455 mm 18 TABLE OF VALUES FOR M SEE NOTE 1 STREET UNPAVED STREET SECTION MAX MAX MIN MAXMIN A -A 867 mm (2'-10 1 2 1060 mm 3 —6" C -C 282 mm 11 217 mm 1A 1 2 410 mm 110 1380 mm 15" NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 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 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 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 OTHERWISE SHOWN, L MAY BE INCREASED 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 (10 ) FOR VALUES OF H OVER 2.4 In (8'—C"). 5. STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE 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 (1 1/2") CLEAR OF CONCRETE SURFACES 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 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 rnm (8"). 10. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE: SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (15") OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 mm (3'-6") 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 2- 2, CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER D 11S 1200 mm (48") OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTERLINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. D2=2400 mm (96") OR LESS, L=1.7 m (5'-6"). P=130 mm (5") B. D2 OVER 2400 mm (96"), L=1,8 m (6'-0"). P=210 mm (8") L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 150 mm (6") OC. 4. STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7. 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. 8- THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON SHEET 2- 9. D BARS SHALL BE X11 3M (#4) FOR 0X975 mm (39") OR LESS, #16M (#5) FOR D2_ 1050 mm �42 ] TO 2100 mm (84") INCLUSIVE AND #19M (#6) FOR D2 = 2250 mm 90 OR OVER. 10. CENTERLINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN, 11. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (15") OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 900 mm (36") INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36") TO 1050 mm (42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33") OR LESS SPPWC 321 SHALL BE USED. 11. 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 1050 mm (42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33") OR LESS.) SPPWC 320 OR 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 (8") THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINIMUM OF 150 mm (6"). 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 SPPWC 630 l UNLESS OTHERWISE SHOWN. j 13. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT — 900 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 336. 15. WHERE A PRESSURE MANHOLE SHAFT — WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328. 16_ WHERE A PRESSURE MANHOLE SHAFT — 914 mm (35") WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329. 17, THE FOLLOWING SPPWC 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 (36") WITHOUT REDUCER 630 610 mm (24") MANHOLE FRAME AND COVER 633 914 mm (36") MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS SHOULD CONSTRUCTION OF THE REQUIRED �oQROFESS/O/V KCT CONSULTANTS, INC. - - IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS �� F� Civil Engineers -Surveyors -Planners -- - - OF THE DATE OF APPROVAL SHOWN HEREON ANDverside, CA 92517-5705 y 43446Lat aox 7mS05 RlSute200,Riversde,CA92501 c� TERESITO N. TABIOLO r� CARRIED FORTH IN A DILIGENT MANNER, THE CITY RCE No. 38826 Phone:95inc@k8940Faxnts.co41-8945 e-mail: kctinc@kctconsultants.com ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO EXp. 3-31-07 Prepared under The Supe vision of Iz�CotZh h�a,WINC� "ZZo �M $f3 p BRING THEM INTO CONFORMANCE WITH CONDITIONS s9�F cIV►� °F GA`�F AND STANDARDS IN EFFECT. o��Q Date : O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE T ESITO N. TABIOLO R.C.E. 38826 EXP. 03-31-07 w n - F71 /TERESITO, N TABIOLU w No.38828 EXP 3-31-W d' \CIVIL � CALIF% 40 r TIN . I I I = rico _ 2-M-68 ,C '(16tZ`159i 1'f 0 1''&01010 VwTF ref, ' 86t&' M. CITY OF FONTANA CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN BY: SCALE: ND N DARD DETAILS N/A DESIGNED BY: DATE: RIC DRN 3-030 04/12/06 CHECKED BY: APPROVED " Zdw Az DWG. NO.: 3 TT RLA ENGINEER R.C.E. 51152 DATE 4067 3