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Home My WebLink About3882-3.,(r,,It„41,1 , D BARS 75 mm (3') OC-------_ IOM(03) TIE BAR - 4 -20M(@6). E BARS At 975 mm (3'-3') LONG, SEE NOTE 2 D BARS 75 mm (3') 0�, SEE NOTE 9 F ®DI F OPTIONAL OUTSIDE EDGES TO BE EDGE OF CONCRETE ROUNDED TO { 75 mm (3') R k � �- R=ID OF SPUR Cr r TC --IOM(•3) TIE BAR � BARS (900 mm I,g m (3'-0") LONG 3-15M(04) J BARS 1.4 m (4'-0') (4'-8') LONG 75 mrn(3') OC CON'T.ADD'L. BARS 150 mm DETAIL "N" F (6') OC TO INSIDE EDGE OF MANHOLE. SEE NOTE 2 (RINGS AND COVER NOT SHOWN) PLAN (SEE NOTE 1) (SHAFT NOT SHOWN) MANHOLE FRAME PROMULGATED BY THE PUBLIC WORKS STANDARDS STREET AND COVER PER ST"MEATRIC `�°'" GRADE STD. PLAN 630 ID=900 mm 36" OR LARGER 610 mm (241) REv. lase MANHOLE SHAFT 125 mm x 50 mmV o PER STD. t5"x2') ao ,. FPIPE SEAT LEVEL. PLAN 324 PIPE SEAT h SEE NOTE $ E 900 mm (3'-0') E BARS w w Fa- n rni LL E BARS TIE BARS _� U.Q N 1500 mm 160"l STEPS mm mm 255 mm 10" 1650 mm (66") TIE BAR t aI125 mm (5°) 1800 mm (721) F J BARS PROUND EDGES ')TO PPOINTS, 75 mm (3') R SPRING LINE - ISM(•4) 0 450 mm INLET ��(18') OC BOTH ELEVATION �I GRAWAYS TO BE USED APPLIES AT SEE WHEN D2 IS IND mm THIS POINT 2850 mm (1141 3000 mm 020'11 (601 OR OVE SECTION B -B SECTION A -A 3300 mm (132') CONCRETE RINGS 34 0 mm (138') PER STD. STREET GRADE PLAN 324 125 mm x 25 mm (5'xl') RING SEAT OMIT THIS nin STEP IN ~ ` H BARS I PAVED _ 0— SEE TABLE STREETS 06 VARIABLE 25 150 mm H BARS L s') 150 mm (62 � E BARS t1 400 mm (161 FOR 5061 IOM(•3 OR •4) PAVED STREETS. F cF TIE BARS 650 mm (2'-21) FOR UNPAVED STREETS J BARS ROUND EDGES TO 75 mm (3')R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE PUBLIC WORKS STANDARDS MANHOLE PIPE TO PIPE MAIN LINE ST"MEATRIC `�°'" INC, GREENBO COMMITTEE 19 1992 ID=900 mm 36" OR LARGER 320-1 REv. lase 190 mm 7 1/2') SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES I. 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 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 DI 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 DI IS 1200 mm (48") OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45° 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 (5') B. D2 OVER 2400 mm (961, 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 (61 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 615M, GRADE 300 (ASTM A 615. GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2') 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. D BARS SHALL BE 15M(*4) FOR D2=975 mm(39') OR LESS, 15M(•5) FOR D2 =1050 mm (429 TO 2100 mm (841 INCLUSIVE AND 20M(•6) FOR D2=2250 mm (90') OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. II. STEPS SHALL CONFORM TO STANDARD PLAN 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 (339 OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 3 - 1 MANHOLE PIPE TO PIPE MAIN LINE ID=900 mm 36" OR LARGER SHEET 3 OF 4 TOLL FREE 'mmm"1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TABLE OF VALUES FOR F 02 F 900 mm (36") 165 mm 1/2') 975 mm (39'1 180 mm 7') 1050 mm (421) 190 mm 7 1/2') 1125 mm (45') 195 mm (7 3/4') 1200 mm (48') 205 mm 8') 1275 mm (51') 215 mm (e 1/2') 1350 mm 54' 23 mm 91) 1425 mm (57') 235 mm 9 1/4') 1500 mm 160"l 24 mm (9 1/21) 1575 mm (63") 255 mm 10" 1650 mm (66") 260 mm 10 1/4') 1725 mm (69') 275 mm (10 3/4') 1800 mm (721) 280 mm (II-) 1950 mm (78') 300 mm (11 3/4') 2100 mm (84" 320 mm (12 1/2'1 22 0 mm 90') 335 mm (13 1/4') 2400 mm 96' 355 mm (14.1 2550 mm (102') 395 mm (15 1/2') 2700 mm (108') 405 mm (16") 2850 mm (1141 3000 mm 020'11 420 mm (16 1/2") 430 mm (17") 3150 mm (126') 430 mm (17') 3300 mm (132') 445 mm (17 1/2' 34 0 mm (138') 445 mm (17 1/21) 3600 mm 144"1 455 mm 081 TABLE OF VALUES FOR M (SEE NOTE 1) — iECT10N PAVED STREET UNPAVED STREET MAX. MIN. MAX. MIN. ALA 867 mm (2'-10 1/2') 1060 mm (3'-6') C -C 282 mm (11') 217 mm (8 1/2') 410 mm (16') 380 mm (I5°) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE AMAIN LINEMETRIC 113=900 mm 36" OR LARGER 320 - 1 SHEET20F4 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 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 (30"). 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 (36') 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 (36") WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 18. 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 (361 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 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE MAIN LINEMETRIC ID=900 mm 36" OR LARGER 320-1 SHEET 4 OF 4 REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT RECORD ORA W/NG 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. RECORD ORA W/NG PRERAR&D BY AfACOLE AAV,9 ' 0C-1ATES� C Nil. 7 L WEIVOEGL I_ /W 7SURU C>4TE RCE 36637 W REC y DRAVII NG THESE: HAVE BEEN PRE'ARED, IN PART, ON �NFORPIATION COKI1 �D AND FURNISHE: 3Y 0 THE ENGINEER WILL NOT BE RESPONSIBLE FC,� ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RFRI II T TNFRFn�- o PROFESS/p R• 0,,Q < o No. 024725 mx Exp. 12/31/05 * S� CIVIL OF C� PLAN PREPARED BY: CITY OF FONTANAI CALIFORNIA VAN DELL AND ASSOCIATES, INC. CIVIL ENGINEERS SURVEYORS LAND PLANNERS ONSITE STORM DRAIN IMPROVEMENT PLAN DRAWN BY. AMN TRACT NO. 17027 / ETAILS SCALE: AS SHOWN 17801 CARTWRIGHT ROAD IRVINE CA 92614 (949) 474-1400DESIGNED BY. MR DATE: 06-01-05 ER IWDTHE SWERVIISION OF, �� - / Q -Q S� CHECKED BY: ---,ED BMT DRG— ROV j�Z 4f 7— L� DRAWING NO.: DONALD R. GORDON R.C.E. 24725 DATE ... , RICARDO SANDOVAL, City Engr. R.C.E. 51152 DATE: 3882 >! m Ln 0 0 N rri 0 I 0 (n 0 I 0 0 I 00 c / 0 / z LLJ It 0 0 I co U N 0 a_ / 141 X