The URL can be used to link to this page

Home My WebLink About3636-4L BAR 3x3/8 WELDED ON -0• MAX. BOTTOM OF THE RACK AS STIFFENER, BAR 3 x 3/8 BAR 3 x 3/8, TYP. NECESSARY WELDED ON 1/4 WHEN LR BOTTOM OF TYP, IS OR THE RACK AS GREAATETE R NECESSARY N 21 I (( LONG•BOLT• EXIST. OR WHEN LR G l5 / AND NUT. 5' WAOL. HEAD- �- IS W-0. OR EMBEDMENT, GREATER // 2Y 6' MAX. P. C(SH.2) SYMMETRICAL(TYP.) ABOUT 4- °- g�► w OUTLET _ � CONDUIT A? a tA�, Co -- �o ) I - 6'-0' MAX. I CONTOURS, TYP. w ' TYP. m a .. r Mz 1- w o a -ala F- SH.2)1 C(SH.2)+ ma: SYMMETRICAL / \ woABOUT C _-_ cra -- \ DETAIL -E' �� 2'-6' MAX. (SH.2) OUTLET \ D . 4D(SH.2l (TYP.) CONDUIT E. 1/2'0 x 7' LONG EXIST. OR BOLT AND NUT, 5' ` PROP. SLOPE EXIST. OR PROP. 2'� EMBEDMENT. TYP. HEADWALL AND M 6• \ o } BAR 3 x 3/8. TYP. WINGWALL CASE B E 1/2' BOLT AND NUT. TYP. BAR 3 x 3/8, TYP. PLAN CASE A� r" LHIV SEE SECT. C -C. SH.2, • z �-I-- FOR DETAILS SEE SECT. C -C. SH.2. - N _. ('T� FOR DETAILS SEE SECT. D -D, SH. 2. FOR DETAILS SEE SECT. D -D, SH.2. FOR 1 DETAILS _ OUTLET I/4 CONDUIT �'� '' T OUTLET LJ CONC. SUPPORT CONDUIT CONC. SUPPORT SECTION B -B SECTION A -A DETAIL'F' 1/4 TYP (SN.2) DETAI L'F' EXIST. OR PROP. - (SH.2) WINGWALL �. - HEADWALL AND io I WINGWALL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER M s TRASH RACK (INCLINED) STANDARD PLAN GREENBOOK COMMITTEE 0:.:y o. &. 361 - 0 I mm z -'� 3/8' SHEET 1 OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION I BAR 3 x 3/8 TYP. I/4 POINT - 814 1500 16 EXIST. OR PROP. BAR 3 x 3/8 /7777-- ?� , 24 0.74 375 � -1- -) ,� N 4• 2950 •3 C� 24' Q 0.91 1/4 TYP. �. :.. 12' MIN. •4, A. S., 3' 2100 22 1 MIN. COVER SECTION HEADWALL SECTION D -D (SH. 1) 525 600 1035 1110 2250 2550 26 1 34 1 0.76 0.90 3550 3850 40 1 46 1 1.18 1.32 675 1185 2850 38 1.04 - 4300 521.53 0,94 STABILIZED 1260 3000 40 1.13 4600 54 / /4 3300 3600 44 46 1.29 1.46 4900 5200 56 66 1.86 2.03 975 1485 3750 58 SLOPE 5500 78 2.21 1050 1560 4050 I TYP' 5800 84 2.39 I 1635 4350 66 I 6100 II I 1200 1710 4500 A.oNC. 6400 90 1 2.78 11275 1785 4800 80 1 2.26 1 6850 L 3.06 1350 1960 ) DETAI L'E" 2.47 7150 I CONC. SUPPORT UPPORT 1.28 52 1.47 (SH.2) - 66 1.86 100, 3't REMOVABLE 1' 31t REMOVABLE 1 1800 48 PORTION (TYP.) PORTION (TYP.) DETAIL'E"CASE A CASE B 68 (SH.2) ELEVATION ELEVATION 975 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRWORKSTANDARD'THE PUBLIC woRKSSTANDARDSINC., TRASH RACK (INCLINED) STANDARD PLAN GREENBOOK COMMITTEE 0:.:y o. &. 361 - 0 I mm z -'� 3/8' SHEET 1 OF 3 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 Irl") FOR PAVED STREETS OR 1064 mm (3'-69) 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 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 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 (101 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 3000ASTM 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. 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 mm (80). 10. 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 LEDGE AT THE SIDE OF THE MANHOLE, AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 321 - 1 SHEET 2OF2 MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE IDS 825mm 33 OR SMALLER) U rr b L I U K t �� DAYS BEFORE o YOU DIG YOU DIG �- TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CL EXIST. OR PROP. HEADWALL OR BAR 3 x 3/8 (INCLINED�rVn TRASH RACK (INCLINED) WINGWALL it 1/2' � BOLT AND NUT AN CONC. SUPPORT 0:.:y o. &. MM I mm z -'� 3/8' k I 1 1/2' ROUNDED CUTOFF I BAR 3 x 3/8 TYP. I/4 POINT - 814 1500 16 1 1 /2' BAR 3 x 3/8 /7777-- ?� , 24 0.74 375 � -1- -) ,� N 0.56 2950 •3 C� 24' Q 0.91 1/4 TYP. �. :.. 12' MIN. •4, A. S., 3' 2100 22 1 MIN. COVER SECTION C -C (SH. I) SECTION D -D (SH. 1) t STAINLESS STEEL KWIK-BO T OR TI 6'OC (TYP.) EQUIVALENT !3• t BOLT 8 NUT 6.00 (TYP.) 3' I BAR 3/8' E CONCRETE 3/8' TYP.3 x 3/8, I (TYP.) SUPPORT N(TYP.) %4'I I' TYP. 1 5/8'ZO a. - I 1/4 TYP. -- - -- -• BAR 3 x 3/8. 06 TYP. 4' CONC. SUPPORT. REMOVAB CONC. SUPPORT. SEE SECTION D -D PORTION SEE SECTION D -D L// ELEVATION PLAN DETAIL "E" (SH. 1) 5/I6 R v _\--BAR 3 x 3/8 DETAI L TO (SH. 1) APPLIES TO THE TOP AND BOTTOM BARS OF THE REMOVABLE PORTION ONLY BAR 3x3/8. TYP. I/4 V TYP. PROVIDE SLOTTE HOLE. SEE DETAIL 'F' 4. CL O5 oz 3U BAR 3 x 3/8 LE TYP. II. 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.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (360) 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 (82) THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINMUM 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. 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 mrn (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 TO 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 - 9.14 mm (36') WITHOUT REDUCER 630 610 mm (240) MANHOLE FRAME AND COVER 633 914 mm (36') MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP SHOULD CONSTRUCTION OF REQUMW EVROVEMM NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRM FORTH IN A DILIGENTMANNMTHE CITY ENGQITEEB MAY REQUIRE REVISIONS TO THE PLANS TO BMNG TIEM INTO CONFORMANCE WnW CONDITIONS AND STANDARDS EV EFFECT PREPARED FOR: The Stratbam Group 2201 Dupont Drive, Suite 300 Irvine, CA 92612 (949) 833-1554 ext.226 (949) 833-7853 NOTES I. MAXIMUM SIZE OF OUTLET TO BE USED WITH THIS RACK IS 48' PIPE OR 48' WIDE RCB. MAXIMUM LENGTH OF RACK LR IS 10'-0.- 2. LR CAN BE ADJUSTED SO THAT THE SLOPE OF THE RACK IS APPROXIMATELY 2 HORIZONTAL TO I VERTICAL. 3. THE CONCRETE SUPPORT IS NOT NECESSARY IF EXISTING OR PROPOSED INLET STRUCTURE HAS ADEQUATE SUPPORT CUTOFF WALL. IT DOES NOT ELIMINATE THE NEED FOR A CUTOFF WALL BUT CAN BE INTEGRATED WITH ONE WHEN REQUIRED AT A PARTICULAR INSTALLATION. 4. GALVANIZE ALL EXPOSED FERROUS PARTS AFTER FABRICATION. 5. IF FIELD WELDS ARE NECESSARY, USE GALVICON, GALVALLOY OR AGENCY APPROVED EQUAL FOR COATING. 6. ALL BOLTS SHALL BE 1/2' IN DIAMETER AND 7' IN LENGTH. ON REMOVABLE PORTION OF THE -RACK, USE 300 SERIES STAINLESS STEEL BOLTS AND NUTS. FOR WINGWALL BOLTS FOR CASE A, AND WHERE HEADWALL AND WINGWALL ARE EXISTING, HILTI KWIK-BOLT OR EQUIVALENT CAN BE USED. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER SRACK STANDARD PLAN 36��00 361 - 0 SHEET 3 OF 3 (INCLINED�rVn TRASH RACK (INCLINED) PUBLIC i9 mm Chamfer y"' r 19 rnm Chamfer 450 1 Ho U I I -i I 0 ua Ll H o I tl'LI I t ?00� L _..� 200-1 ( -� 2 or 6C0 mm ' min FRONT ELF -VA fIGN ' L SINGLE HEADWALL FRONT ELEVATION D N L SINGLE Steel Conc L DOUBLE Steel Conc MM I mm I mm k m3 mm kg m 300 814 1500 16 0.45 2500 24 0.74 375 B85 1800 IB 0.56 2950 28 0.91 450 960 2100 22 1 0.68 3250 34 1.04 525 600 1035 1110 2250 2550 26 1 34 1 0.76 0.90 3550 3850 40 1 46 1 1.18 1.32 675 1185 2850 38 1.04 - 4300 521.53 0,94 750 1260 3000 40 1.13 4600 54 1.69 82511335 9001, 00 14(0 3300 3600 44 46 1.29 1.46 4900 5200 56 66 1.86 2.03 975 1485 3750 58 I.S7 5500 78 2.21 1050 1560 4050 62 1.75 1 5800 84 2.39 1125 1635 4350 66 1.94 1 6100 88 2.58 1200 1710 4500 70 1 2.06 1 6400 90 1 2.78 11275 1785 4800 80 1 2.26 1 6850 1 102 1 3.06 1350 1960 5(00 84 1 2.47 7150 I 108 I 3.27 , STRAIGHT HEADWALLS jor corner steel data i I see 1` S9Ct f On A -A 19 mm Chamfer.- ``�a D� L/ G - 1 I 190-- �- i 230 -ter-190 0 FRONT ELEVATION "L" HEADWALL Omit rounaing for pipes less than 1200 rrm dlcmeter 230- 111 . I I'I 190 190 _ �G O - SECTION. SINGLE & DOUBLE HEADWALLS Orn i t rounding for pipes less than - -{ 1200 mm diameter 1 Ir - 2 190 30 -� 610 /-- SECTION "L" i-?EADWALL D Ii 1./2 1000 Sleell Conc 1450 Steoll Conc LENGTH OF W 1900 Steel Conc 2350 Steel Cone 1 2800 Steel Conc MITI rnm I mm kg m3 kq m3 kg m3 kg M3 kg m3 300 _37 _5 810 750 22 0.59 25 0.7-3 - - - - - -.. 2600 685 900 24 0.68 28 0.83- ,,, ,,� T 1050 mm (3•-6-) T 38 1 125 mm PAVED STREETS " " `-- �9 175 mm (7-1 450 960 1056-7 28 0.78 32 0,94 - - - - - - 525 1035 1125 1 32 0.B6 40 1.02 -- - - - - - 600 1110 1275 1 38 0.96 44 1.13 48 1.30 - - - - 675 1185 1425 40 1.07 46 1.25 50 1.43 - - - - 750 1260 1500 42 1.16 48 1.34 52 1 1.53 60 1.72 - - 825 1 1335 1650 46 1.28 52 1.47 60 1.67 66 1.86 - - 900 1 1410 1800 48 1.40 54 1.@ 62 1.81 68 2.01 4 2.21 975 1485 1875 1 - - 66 1.71 74 1.92 80 2.13 88 2.33 1050 1560 2025 1- - 68 1.85 76 2.07 84 2.28 92 2.50 1125 1635 2175 - -- - - 78 2.22 1 88 2.45 94 2.67 2250 - - - - 84 2.34 94 257 100 2.81 E1710 1785 1860 2400 2550 - 1- - - - - - - - - - - 96 102 2.75 2.92 102 110 2.98 3.17 "L" HEADWALLS CIRCULAR PIPE CULVERT HEADWALLS CITY OF FONTANA BENCHMARK NO. 360-A NAIL IN POLE NO. 1563704E AT THE SOUTHWEST CORNER LIME AVENUE AND BASELINE AVENUE. ELEVATION: 1376.03 E B E o :' �- o c AT o m 1 J � y _/ y E E o v PLAN (SHAFT NOT SHOWN) EDGES TO BE ROUNDED TO 75 mm (31 R A i i OF SPUR ± 150 rnm (6') MIN. ALL STEEL REINF. 15M 0 100 mm (x4 0 4') OC -� +C DETAIL "N" PLAN (RINGS AND COVER NOT SHOWN) SEE NOTE I STREET GRADE MANHOLE FRAME CONCRETE RINGS MANHOLE PIPE TO PIPE ONE OR BOTH STREET GRADE PUBLIC WORKS STANDARDS INC L AND COVER PER PER STD. PLAN 324 -� -425 mm x 25 rm MAIN LINE ID'S 825mm (33' OR SMALLER) 610 mm STD. PLAN 630 OMIT THIS STEP \ (5'zl") RING SEAT w J (24�) IN PAVED STREETS �. \\ 885 m < �= MANHOLE SHAFT 225 mm (9` wUJ m E 610x460 PER RTO.400 mm (r6') FOR 610 MM 22 E w .- PLAN 324 PAVED STREETS. (24-) 710x5[0 0 `� � � 2600 900 rfim l3' -0'I 650 mm l2' -2') � � � ( 125 mm (5'1 � N 0 1.32 STREETS FOR UN- ,,, ,,� T 1050 mm (3•-6-) T 38 1 125 mm PAVED STREETS " " `-- �9 175 mm (7-1 W I- a O 1060x740 (5) 3800 50 E = 5500 66 125 mm x 50 mm (5'x2") PIPE SEAT E o: 1335 175 mm (3') T 1.70 O C o T 1050 mm ROUND EDGES 15 mm 0 > 70 2.13 OF INLETS 96 2.91 620x1100 - 25 mm (5') 5800 80 \ 8200 104 ROUND EDGES 1600x1200 1685 6400 88 1 2.89 9100 116 3.B8 15 mm 70 1.96 76 2.16 (1/Z INLET ELEVATION SECTION C -C 2600 64 APPLIES AT THIS 72 2.09 78 2.30 POINT 2.51 92 2.71 SECTION A -A 2900 84 STATION LINE 900 mm 200 Elm (8') 1 STEPS T L=tASO mm (16') 75 mm (31 R _E L 100 mm (41 1 1 L+2T-200 mm (81 100 mm (41 -200 mm (8') 20D mm (81 �- 1 OPTIONAL BOTTOM GRADE POINTS. SEE NOTE 5 SECTION B -B TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX. I MIN. MAX. M1 N. A -A 1867 mm (2'-10 1/2') 1060 mm (3-6') C -C 2132 mm 111.1 1217 mm (8 1/2.1 410 mm 06-1 380 mm (15-) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE PIPE TO PIPE ONE OR BOTH STANDAADPLAN PUBLIC WORKS STANDARDS INC L METRIC GREENBOOK COMMITTEE MAIN LINE ID'S 825mm (33' OR SMALLER) 321 IOn. kg -1 Rte' SHEET 1 OF USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION / 19 mm Chamfer 450 ->k 19 mm Chamfer r� -7 -i rt � -1-T-T H o T H o I I I S- I) I I S- 1 01 ,T CC•-foT9 Ocu-f KILOMLrL1t /'COSI yw_cT tn'aL S T(STd, PR[LI[�T ►10_ _� TS - or 600 mm Min 450 flEG1.5ILRLD CIVIL F}1CIN-f ER � jo�ocrLs�.pA+\ JU i Y 1, 1997 PLMiS APPWIAL DATE la /te S;,Vr d Cat'lcoria ar t!a afrkera d . �• i•a.�34 i 200- 1 L .� 200 �_. L I ops sr�:�,c►ao I'CSj%Y1SVr War tie ••ay a'ul , ar roego�cnsss d eNc7rtnlc c:ou aI rNa p'aA �r� W r fir' FRONT ELEVATION FRONT ELEVATION SINGLE HEADWALL DOUBLE HEADWALL CMP ARCH SIZE H SINGLE L Steel Conc L DOUBLE Steel Conc mm mm mm kg m3mm kg kg rn3 530x380 885 2000 20 0.61 3000 28 0.91 610x460 960 230D 22 0.74 3500 32 1.10 710x5[0 I= 2600 28 0.85 4100 40 1.32 885x610 1110 3200 38 1 1.11 1 4700 S4 1.58 1060x740 1235 3800 50 1.40 5500 66 1.95 1240x840 1335 4400 58 1.70 6400 78 2,37 1440x970 1460 5200 70 2.13 7450 96 2.91 620x1100 1585 5800 80 2.50 8200 104 3.36 1600x1200 1685 6400 88 1 2.89 9100 116 3.B8 STRAIGHT HEADWALLS r-- 19 mm Chomfer L/ r 125 1 • �.i Corner Steel 1111 1 Detail r I SECTION A -A 190 :y4 s 200 190- 230- 610 90230610 FRONT ELEVATION "L" HEADWALL 230 j l I•- -190 190 --I I 610 SECTION. SINGLE & DOUBLE HEADWALLS 190 230�-.-L"-190 --I 610 SECTION "L" HEADWALL CMP ARCH SIZE H L/2 LENGTH OF W 1000 1450 1900 2350 2800 Steel Conc Steel Conc Steel Conc Steel Conc Steel Conc mm rnm mm kg m3 kg m3 kg m3 kg m3 kg m3 530x380 885 1000 26 0.74 30 0.89 34 L04 40 1.18 44 1.33 610x460 960 1150 28 0.84 32 1.00 36 1.15 42 1.30 50 1.46 710x510 1010 1300 32 0.93 36 1.09 40 1,25 1 44 1.41 52 1.57 685x610 IIID 1600 44 1.13 50 1.30 54 1.47 62 1.64 70 1.81 1060040 1 1235 1900 52 1.36 58 1.54 62 1.72 70 L90 76 2.09 !240x840 1 1335 2200 58 1.58 64 1.77 70 1.96 76 2.16 82 2.35 1440x970 1460 2600 64 1.89 72 2.09 78 2.30 84 2.51 92 2.71 1620x1100 1 1585 2900 84 2.16 1 90 2-38 1 96 1 2.60 1 -10-4--1 2.82 1 112 13.04 1800x1200 1 1685 3200 90 1 2.44 1 96 12.66 1104 1 2.89 1112 1 3.12 1120 1 3.35 "L" HEADWALLS CORRUGATED METAL PiPE ARCH CULVERT HEADWALLS Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Flanning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 PAk41 a4zed . o Ray' =nd J. Allard, A.C.E. 36052 Date (expires 6/30/2008) NOTES I. No deduction made in quantities for thickness of pipe walls. 2. AD relnf arcing steel 613 bars. AH vertical and horizontal tie bars 450 mm m:Iximum spacing. 3. Length of wail "W" may be varied to suit conditions encoun-eyed In the field, and stralgnt line interpolation may be used to colcu'.ate quantities. 4. Ouantittes are for design purposes only. RECORD DOCUMENT /001� These Record Documents have been. prepared based on information provided by others. The Design Professional'has not verified the accuracy and/or -completeness of -this information and shall no be responsible for any errors or omissions y iocot'poreted herein as a result 1 _ DATE STATE OF CALIFORMA DEPARTMENT OF TRANSPORTATION PIPE HEADWALLS NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN D 8 9 Q�pFESS ��q J. q O � ��3 G) DRAWN DRAWN BY: No. 36052 m AE °G Exp. 6/30/08 � DESIGNED BY: AE CIV 1 \- �� CHECKED BY: F OF CAL\FO ml Q?,OFESSjj`1 �Q��P�O S. HAM�F �yc No. 43976 Cc Exp. 6130/07 �o C(VIL OF CA`+ -\FOS CITY OF FONTANA, CALIFORNIA STORM DRAIN PLAN SCALE: TRACT 1V0. 16271 AS NOTED DETAIGS DATE: APRIL, 2005 AP ROVED y DRAWING NO.: 4 DATE: ` 'D CITY GINEER 3636R.C.E. 51152 4 Filename: M:\dwg\12908\16271-181ots\SD-18LOTS\16271-18LOTSSD04.dwg