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HomeMy WebLinkAbout3780-40 8A03 73 mm (39) OC IOM03) TIE BAR---- ;� 4-2006). E BARS 97$ mm (3'-3') LON SEE NOTE 2 0 BARS 73 mm (34 OC. $CC NOTE 9 F STREET GRADE MANHOLE SHAFT PER STO. PLAN 324 900 nun (31-011)--- STEPS TIE BAR -� 125 mrn (5') F ROUND EDGES , TO 15 mm (38) R 151004) 0 430 mm (184 OC BATH WAYS To 89 USED WHEN D 13 1300 min (608) 0A OVER EDGE$ TO DE ROUNDED TO 73 mrn (38) R RsID OF SPUR brei :i _.i"s!J ION(+3) TIE BAR - I 3-13N04) J BRAS 1.4 m (4'-64 LONG 75 nrn0•) 00 CON'T.ADCYL. BARS 100 MM F (61) OC TO INSIDE EDGE OF MANHOLE. SEE NOTE 2 PLAN (SHAFT CT SHOWN) MANHOLEFRAME AND COVER PER 310. PLAN 630 610 MM (240) r125nun x50mm (31x2•) 14 PIPE SEAT .1 �- f E BARS w rTIE BARS �i -, SECTION A -A CONCRETC RINGS PER 310. PLAN 324 OMIT THIS STEP IN PAVED STREETS �----1 H BARS--"' 150 mrn (64-- 400 crura (161) FOR PAVED STREET$. 650 mm (2'-20) FOR UNPAVED 3TREETS- �--- J BARS SPRING LINE INLET ELEVATION APPLIES AT THIS POINT F OPTIONAL OUTSIDE EDGE OF CONCRETE f Ct tc 4-13M(04) H BARS 900 r 1.2 m 00 1138 -011) LONA (4'-08) DETAIL "NO (R I NGS ANO COVER NOT SHOWN) (SEE NOTE 1) -- PIPE SEAT LEVEL. a'SEE NOTE 8 to 4'1 E 8ARS n F f D BARS P 000 700 MMI I .. d P 2'•4'),12'-40) $TAN(?/1Rt) PIAN tVlli YRiC W. ! GRADE Pn1s . SEE NOT SECTION B-13 STREET GRADE 123 mm x 25 mm (5'x1•) RING SEAT �H BARS SLE TABLE �- VAR IASLIE .--•-.T0.----.-0 SECTION C --C E BARS IOM03 OR +4) TIE BAR$ J BARS ROUND EOGcS TO 75 mm (3')R AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMMOATEO V M6 _ MANHOLE I T PIIS MAIN INS � � y $TAN(?/1Rt) PIAN tVlli YRiC P'U91.M VWR}« $TANO.�+Fip3 fNGti f: �cofrr£t; I D= 0 0 0! ren Inn(36")OR LARGER 320-1 REV. 1590 1050 mm 42' I SHEET I OF 4 U$H WITH STANDARD SPECIFICATIONS FOR PUBLiO WORKS CONSTRUCTION TAOLI Ur VALU MANHOLE PIPE TO PIPES t11AIN LINK3�0 ID=900 MM 36" OR LARDER mm 3611) 165 mm 1/21) 1900 915 MM (3 0) 180 MM ' 1050 mm 42' 190 mm 1 1/29) 1125mm ' 15 mm (I 3/47f- 1200mm ;205 mm 8' 1215 mm 1' 21 rum 8 1/2' 1�mm 5 44 230mm 91) 1423 mm ' mra (9 1/44 .235 1500 mn240 mm 19 1/ • Isis mm Run 1100) 1650 mm 8' 260 nun (10 1/4' 1125 mm 90 273 rnm 110 3/48 1000 mm 280 mm (il') 1950 mm 1811) 30!2 mm 11 3/4' 2100 mm 411 320 mm (1 1/2• 2230 mm 9 ' 35 mm (1 1/4' 2400 mm 661 355 mm (149 2550 mr>r>E ('02611:595mm 113 1/;40) 2=0M 108•1 405 mm QUO 2$30 nun (1149 3000 mm (12011) 420 mm (16 1/2•) 430 mm (17') 31 0 mm 1268) 4 mm 1178 mm (1321) 445 mm 11 1/2' 4 mm 13 • 4 mm 11 I/2' mm 144• 455 mrn ti$') VALUES NOTE 1) SECTION PAVED STREET UNPAVEd STREET MIN. MAX,1N. -A 67 MM2' -t0 1/2' 10 0 m(n (31-60 'C mm I 17 rnm (8 1/211) 410 mm if ') '440 mm (1 ') AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANWDPurr = 1 SHEET 2OF4 MANHOLE PIPE TO PIPES t11AIN LINK3�0 ID=900 MM 36" OR LARDER NOTES. 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE SOX 19 LESS THAN 867 mrn (2' -t4 I/2') FOR PAVED STREETS OR IQ60 mm (3' -6') FOR UN- PAVED 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 01 IS 1200 mm (4$9 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 DI IS 1200 mm (481) OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE 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 (58) B. D2 OVER 2400 mm (96'), L=1.8 m (6'-09). P* 210 mm (80) 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 ISO mm (60) OC. 4. 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. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 611M. GRADE 300 (ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 mm (1 1/20) CLEAR OF CONCRETE SUR- FACES 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 TABLE SH. 2. 9. 0 BARS SHALL BE I5M(94) FOR D2s975 mm(390) OR LESS. 15M(x5) FOR D2 21050 mm (424 TO 2100 mm (849 INCLUSIVE AND 20M(#6) FOR 02= 2250 rnm (90•) OR OVER, 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. 11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm 049 TO 373 mm (151) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (248) ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 900 mm (360) INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (360) TO 1050 mm (422) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (330) OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STMOARO PUN METRIC 320-1 SHEET 3OF4 _ MANHOLE PIPE IP E TTOPIPS MAIN LINA ID=900 mm L3631OR LARGER 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 8E THAT WHERE THE EXTENDED CENTER LINE 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 (300). 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 900 mm 1361 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (369 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL 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 (368) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mm (362) WITHOUT REDUCER 630 610 mm (24') MANHOLE FRAME AND COVER 633 914 mm 1369 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STMOARO Purr METRIC 320 -1 SHEET 4OF4 MANHOLE PIPE TO PIPE: MAIN LINK ID -900 mm 36" OR LARGER #4 BAR (CON T.) 2'0HIGH CONCRETE GAP 8"x8*x16' C.M.U. (GROUT SOLID ALL CELLS) #4 BAR 0 32* O.C. $ $y (CENTERED IN WALL} 8 EXTEND BAR 12" INTO FOOLING -L-7 t. 12� 24" 1 _ c i FINISHED GRADE 120 #4 BAR (carr.) _2' H I H BLOCK WALL DTA#i. SCALE: 1",41# l © REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQUIRED BENCHMARK ) Prepued By: ofCITY OF FONTANA CALIFORNIA O � PREPARED FOR: � -� : �� -ENGINEERING-Q� �k4 IMPROV6MENTS NOT COMMENCE WITHIN _ ALLAHD �a S. Hq ��- RANCHO FONTANA SPECIFIC PLAN TWO YEARS OF THE DATE OF APPROVALVW MILLER 1 LLC CITY OF FONTANA BENCHMARK NO. 360 Civil Engineering - Land Surveying - Land Planning DRAWN BY: TM SHOWN HEREON AND CARRIED FORTH IN A 10370 TRADEMARK STREET A NAIL IN POLE NO. 1563704E AT THE 8253 Sierra Avenue - 2 TMCT N0. 16992 SCALE: DIAL TWO WORKING DILIGENT MANNED THE CITY ENaNEER MAY RANCHO CUCAMONGA SOUTHWEST CORNER OF LIME AVENUE Fontana, California 92335 No. 43976 AE F� STO ' DRAIN IMPROVEMENT PLANS AS NOTED O I AND BASELINE AVENUE. 909) 356-1815 Fax ( ) -1795 a �P• 6/�/0� DESIGNED BY: DATE: $ E F O R E DAYS BEFORE REQUIRE REVISIONS TO THE PIANS TO CA 91730 � P ' RC DETAILS JULY, 2005 Y d U DIG BRING THEM INTO CONFORMANCE WITH TEL 909) 291-7600 z 0 �q C L � CHECKED BY: A R E : DRAWING NO.: TOLE FREE 1-804-227-2600 CONDITIONS AND STANDARDS IN EFFECT FAX 909) 291-7630 T f � 1376.03 David S. Hammer, A.C.E. 43976 to TF p�.�FO�� � � DATE: 4 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVA IO (expires 6/30/2007) CAL Q LA ml �80 r__ ENGINEER R.C.. 51152 4 Rename: MAdwg\15928\FINAL DESIGN\STORM DRAIN\0FFSITE\LSD04.dwg