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Home My WebLink About2666-23D BJ 3' 0 *3 TIE B 4-06. E BAF: 3'-30 LONG. SEE NOTE 2 0 BARS 3' OC. SEE NOTE 9 ELEV. a Q STREET GRADE - MANHOLE SHAFT PER STD. PLAN 324 PLAN (SHAFT 4 SHOWN) •3 TIE BAR J BARS 4' -So 3. OC CON' T. . BARS 6' OC � V InSiDE EDGE OF MANHOLE. SEE NOTE 2 WAN" N0. 0 -MANHOLE FRAME AND COVER PER • STD. PLAN 630 �W J 5'x2' PIPE ao SEAT r // E BARS W rTIE BARS N STEPS -- TIE BAR ROUND F EDGES TO 3'R •4016. OC BOTH WAYS. TO BE USED WHEN Dz IS 60' OR OVER SECTION A -A - J BARS SPRING LINE TABLE OF VALUES FOR F D2 I F I D2 F 3601 6 1/2' 1 700 11 3/4- 39m 1 7• 134' 121/20 42' 1 71/2` 90• 131/4 45' 7 3/4' 96' 14' 8• '-4-!r-4- 102' 15 1/2• 51' 8 1/2' 108' 16' 54' go 114' .16 1/20 57' 9 1/4' 120' 17' 6001 9 1/2' 12 . 17m 63' 10' 132• 17 I/2' --660 10 1/4' 38• 17 1/2' 69` ! 4- 18• 72' Il' 22 3+00.00 N OPTIONAL OUTSIDE EDGE OF CONCRETE C+ tC L -� 4-•4 H BARS 4. _ 3`-0* LONG DETAIL 'N' (RINGS AND COVER NOT SHOWN) (SEE NOTE Il GRADE POINTS. SEE NOTE 4 SECTION B -B CONCRETE RINGS PER STD. PLAN 324- OMIT 24- OMIT THIS STEP IN PAVED STREETS----"' H BARS 16- FOR PAVED STREETS. 2'-2m FOR UNPAVED STREETS b- ELEtl. M L5J STREET GRADE 5'x 1' RING SEAT H BARS SEE TABLE io VARIABLE E BARS 24' •3 OR •4 6' TIE BARS F F J BARS ROUND EDGES TO 3'R SECTION C -C TABLE OF VALUES FOR M (SEE NOTE 1 z� UNPAVED STREET MAX. MIN. A -A 12'-10 1/2" 34-66 PIPE SEAT LEVEL. 16' 15' SLOPE[7] SEE NOTE 8 D 2 3+20.00 E BARS -1.k.1 •N, 1592.00 0.0500 R 42" 42" D VRS Si 4+28.51 PI '-4-!r-4- ! P �} ice` ------ SLOPE GRADE POINTS. SEE NOTE 4 SECTION B -B CONCRETE RINGS PER STD. PLAN 324- OMIT 24- OMIT THIS STEP IN PAVED STREETS----"' H BARS 16- FOR PAVED STREETS. 2'-2m FOR UNPAVED STREETS b- ELEtl. M L5J STREET GRADE 5'x 1' RING SEAT H BARS SEE TABLE io VARIABLE E BARS 24' •3 OR •4 6' TIE BARS F F J BARS ROUND EDGES TO 3'R SECTION C -C TABLE OF VALUES FOR M (SEE NOTE 1 PAVED STREET SECTION MAXI MIN. UNPAVED STREET MAX. MIN. A -A 12'-10 1/2" 34-66 C -C 11' 1 8 1/20 16' 15' AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 320-0 SHEET 1 OF 3 PROMULGATED BY THE APWA-AGC JOINT COOPERATIVE COMMITTEE 1992 MANHOLE P I P ET O PIPE (MAIN LINE I D =3 6�� OR LARGER) USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ELEV. = 5 SLOPE 6 D BI 3` 0 s3 TIE 13 4-@6, E OAF 3' -•3' LONG. SEE NOTE 2 D BARS 3' OC. SEE NOTE 9 ELEv. = STREET GRADE MANHOLE SHAFT PER STD. PLAN 324 STEPS TIE BAR - PLAN (SHAFT NOT SHOWN) -MAmmmo' No. M ME AND COVER PER STD. PLAN 630 SECTION A -A W J m 4 I- W W w -- J BARS SPRING LINE SLOK DI� PIPE SEAT LEVEL. SEE NOTE 8 t..l 1 J lL I SECTION B -B DROP INLET STRUCTURE - MAIN LINE 36" OR LARGER N. T. S. NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10 1/2' FOR PAVED STREETS OR 3'-6* FOR UNPAVED STREETS. CONSTRUCT M014OLITHIC SHAFT PER SECTION C -C AND DETAIL 'N'. SHAFT FOR ANN DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS 48' OR LFSS. 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 48' OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 456 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=968 OR LESS. L=5'-64, P= 5' B. 02 OVER 96'. L=61 -0m. P=80 L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTEQ TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D BARS SHALL BE CONT NUED 6'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 615. GRADE 40. AND SHALL TERMINATE 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. S.- THICKNESS OF T -IE 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. 1. 9. D BARS SHALL BE 64 FOR D2=3911 OR LESS. o5 FOR 02=42" TO 84' INCLUSIVE AND •S FOR D2z90' OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNL r_SS OTHERWISE SHOWN. II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN: STEPS SMALL BE UNIFORMLY SPACED 14' TO 15' OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" ABOVE THE INVERT. 12. THE FOLLOWING CiITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 36" INSIDE DIAMETER OR LARGER. EXCEPT IF MAIN LINE RCP DOWNSTREAM OR MANHOLE IS 36' TO 42' INSIDE DIAMETER AND MAIN LINE RCP UPSTREAM IS 33' OR LESS STANDARD PLAN 321 SHALL BE USED. AMER I CAN' PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN' 320-0 SHEET 2OF 3 MANHOLE PIPE TO PIPE ( MAIN LINE ID=36#AOR LARGER) B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL 't0 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 13E 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 MA14HOLE BE GREATER THAN 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 - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRES-11URE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 36 -INCH WITHOUT REDUCER 630 24 -INCH MANHOLE FRAME AND COVER 633 36 -INC=H MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYP:lOPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 320-0 SHEET 3OF3 MANHOLE PIPE TO PIPE (MAIN LINE ID=36��OR LARGER) MAIN LINE 36" OR LARGER MANHOLE N0. 1❑ STA. 2 LINE 3 ELEV. =F4] ELEV. = 5 SLOPE 6 SLOPE[7] D2 D 2 3+20.00 C 1600.00 1592.00 0.0500 0.0382 42" 42" 6 4+28.51 E2 1630.00 1622.00 0.1098 ------ 36 " ------ 9 3+00.00 E5 1603.80 1594.00 0.0245 0.0267 36" 36" 10 6+00.00 E5 1612.20 1602.00 0.0267 0.0103 36" 36" 17 3+40.00 F5 1599.60 1589.46 0.0303 0.0285 36" 36" 22 3+00.00 Z 1570.60 1561.00 0.0278 0.0299 42" 42" 23 6+00.00 Z 1576.40 1569.96 0.0299 0.0283 42" 42" 25 10+66.74 Z 1585.40 1578.53 0.0102 0.0102 42" 42" 26 13+66.74 Z 1591-00 1581-05 0.0102 ------- 42 " ------ 31 2+50.00 B2 1554.60 1543.50 0.0335 0.0702 36" 36" 33 6+18.29 B2 1571.60 1566.00 0.0231 ------ 36" ------ 36 3+17-00 S 1527.25 0.0103 0.0103 66" 66" 14 3+00.00 J 1632.00 1620.98 0.0100 0.0102 42" 42" 15 6+00.00 J 1632.00 1624.04 0.0102 0.0163 42" 42" 8 3+00.00 L 1628.00- 1621.78 0.0094 0.0133 48" 48" 35 5+00.00 L 1630.00 1623.66 0.0133 0.0111 48" 48" 12 9+93.27 L 1647.00 1635-30 0.0429 ------ 48'' 42 MAIN LINE 36" OR LARGER - DROP INLET STRUCTURE MANHOLE NO -[1] STA. 2 ❑ L I NE 3 ❑ STA. 4 ❑ LINE 5 ❑ ELEV. =E ELEV. = 7 ❑ .= ELEV 8 SLOPE ® SLOPE 10 SLOPE 1 1 D 1 1 D 2 DIA. 14 1 5 1 3+57.53 B 0+83.31 A 1592.20 1584.00 1581 .50 0.0118 ------ 0.0480 ------ 42 18 " 321.82 3 5+68.84 C 4+97.53 D 1608.20 1601-50 1599.00 0.0382 ------ 0.1161 ------ 42 " 18 " 221.96 7 2+62.90 E2 3+58.31 E3 1620.80 1615.50 1613.50 0.0535 0.0100 0.0098 36" 36" 18" 235.59 11 8+91-02 E5 1+91-87 F2 1615.20 1605.00 6 0.0103 ------ 0.0573 ------ 36 18" 180.00 19--6+36. 66 F5 1 +08.49 F3 1608.00 1597.92 1595.92 0.0285 ------ 0.0361 ------ 36 18" 270.00 20 5+81.84 S 0+42.32 R 1537.80 1530.00 1527.50 0.0103 ------ 0.0354 ------ 30 127.67 24 8+13.21 Z + Z2 1584-001576.00 0.0283 0.0113 0.0422 42 " ------ 42 " 18 " 90.00 28 3+00.65 Z3 4+45.02 Z4 1560.00 1553.00 1550-45 0.0412 ------ 0.0100 36" 181, 266.33 32 5+47.00 BZ + C2 1571.60 1564. 35 1562.35 0.0702 0.0231 0.0102 36" 36 18 260.31 34 2+02.58 G2 1+56-50 G1 1585.00 1574.00 0.0119 ------ 0.0128 ------ 42 18" 47.71 13 7+00.00 L 2+64.28 M 1632.00 1625-89 1623.89 0.0111 0.0111 0.0147 48 " 48 " 18 " 90.00 16 8+43.26 J 0+58.05 K 1635.50 1 1628.00 1626.00 1 0.0163 1 ------ 0.0172 ------ 42" 18" 96.98 11 AS BUILT 11 DWG. 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