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HomeMy WebLinkAbout6792-31DO- YEAR PROPOSED SURFACE EA Q CD WQC7 d N ZQ + O mrn •Z N J CONST. 15.58 L.F. 24" RCP D-LOAD 1350 10+00 11+00 Pipe OPOSED -� - RFACE - ,G.L. 1 )O-YEAR _ �0 1111®Mpffi EXISTING 8" WATER TO BE RELOCATED AS NECESSARY 1' SEPARATION. >Z_ EX. 12"* CV o LLi REQUIRED SEWER .- aM zN mrn U) wrn CONST. 27.46 L.F. 24" RCP 4 D-LOAD 1350 10+00 I Precast concrete end I I block to be placed flush I I I with end of pipe as 1 I directed by the Engineer. I I I iv v I I I PLAN It b It 411 0 galvanized steel pipe _ (total 2) M `� I Add -46 bars x w(-Tco (total 2) - E CL I p a: 1 --t- O \ � rn O It all bars ELEVATION -Al IIVL 020 930 ION! EX 2" _.1 GAS LINE *GAS H.G.L. 11+00 PIPE CLOSURE- TYPE "AEI NOTES_ (Precast Concrete End Block) I. "a11=#4 bars (g) 12° o.c. unless otherwise noted on the plans. BRICK BU LK H EA D 2. "151 = 1211 unless otherwise noted on plans. 3. "tll = 6" unless otherwise noted on plans. REVISIONS OWN. DY DATE H.H.H. 2-14-80 AODEDDhWNSIONs vww FILE NO. S. P. 176 01 11T1RICH•POST CLEARPRINT 1010.10 BRICK BULKHEAD DETAIL N.T.S. LLI2NE RA 920.32 ICp NV 10+00 1 CONST. 17.80 L.F. 24" RCP D-LOAD 1350 -A5 11+00 PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' N i 11 • ' 1 MIN M INV.' In �' +0�? OA N0::> O� �CD LJj +=Z U^ +CLZ OUP HZ CS FL-� z� tn:Z- LUM zLq LU`r N H WL2 I CA to mrn �CONST. 34.36 L.F. 18" RCP D-LOAD 1750 SD LINE 134.11111111111111111 1 11 11 SPAN, 5 4' 5' 6' 7' e' HEIGHT, H 2' 1 3' 1 4' 2' 3' 1 4' 1 5' 3' 1 4' 1 5' 6' 1 3' 4' 1 5' 1 6' 7' 4' 1 5' 6'1 7' 8' MAXIMUM EARTH COVER 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 20' 10' 20' 10' 20' 10' 20, 10' 20' 10, 20' 10' 20' 10' 20' 10, 20, 10, 20, 10, 20, 10' 20' 10' 20, 10' 20, 10' 20' u ROOF T 7. TI �� 7. TI �� 7. 71 �� 71 . 8. TI �� 8. 71 �� 8. 8. 8. 9 9. 8�� 9. 8. 10. 8. 10. 8. 0�/i 8�/z' 0%z 8%i' 0�/i 6�/i'11�/z 8�/z'11�/z 8�/z' 1%z 8�/�� 1%'8%z' 1%z o WALLS T 6. 6. 6i/. 6i/ 7�� 71 �� 6. 6. 61 �� 61 �� 7. 7�� 8. 7�� 7 8" 8�� 9 2� 6i/�� 7�� 6i/�� 7i/� 7. 8�� 7��. 9 Y. 81 „ 11�� 61 �� 71 �� 7�� 81/z" 71 �� 91/z' 8%i' II 9�� 21 `� INVERT 13 7" 7�/z' 7" 7%z' 7" 7%z' 7%z� 8�� 7i/z� 8�� li/,. 8�� 8�� 8. 9� 9i/z' 8" 9�/2- 8" 0�/i 8" 0�/z 8" 0�/z 8" 01/' 81 p�/z 81 �'11�/2 81 �� 11/2 8� �� 12�� 81 �� 12�� 81 �� 12�, SPACING 7" 6" T' 6" 7" 6" 8 " 6" 8�/2' S�/" 8" 5� 5" 7� " 5 5" 7" q� " 6" 41/" 6" 411 " 6" 5 " 6" 5 " 6" 5� " 51/" 5" 5�/' S" 6" 4%z' S� "q z 5� "q 2 'd "a" SIZE BAR #6 #6 #6 #6 #6 #6 #T #7 #7 #7 #7 #7 #6 #7 #6 #6 #7 #6 #7 #6 #7 #6 #7 #7 #7 #7 #7 #7 #7 #T #7 #7 #7 #7 #7 #7 #7 #7 SIZE BAR #4 #4 #5 #6 #5 #6 #4 #4 #5 #5 #5 #6 #6 #4 # #6 #7 #6 #4 #4 #5 #5 #6 #7 #7 #7 #7 #7 #5 #6 #6 06 #7 #6 #7 #7 #7 #7 xw CONCRETE CF/LF 7.8 8.3 9.2 9.6 10.711.6 9.5 10.0 10.9 11.4 12.412.9 141.115.1 13.1 14.18.0 17.8 21.2 14.017.5 15.1 19.1 16.7 1.318.8 24.5 21.8 28.317.2 22.718.8 25.1 0.6 28.3 23.3 32.1 25.5 36.4 REINFORCEMENT LB/LF 7.7 51.157.8 71.4 63.5 $0.8 57.8 T3.T 66.6 92.5 83.0 111 114 77.694. 126 132 152 102 106 115 124 134 166 160 181 173 196 135 166 156 177 184 208 197 252 209 269 x-X SOIL PRESSURE (k f) 5 4 4.6 2 REGISTER CIVIL ENGINEER s 2.4 4.5 2.4 4.5 2.5 4.6 2.4 4.5 2.4 4.5 2. .6 2.5 .4 4.612 4.6 2.5 4.7 2.4 4.6 2.4 4.6 2.5 4.7 2.5 4.7 2.6 4.8 2.4 4.6 4.7 2.6 4.8 "d" BARS FOR EARTH COVERS UP TO AND INCLUDING 10'-0" SPAN 4' S' 6' 7' 8' SPAN, S 10' 12, 14, HEIGHT, H 5' 6' 7' 8' 9' 10, 6' 7' 1 8' 9' 1 10' 11' 12' 7' 8' 9' 10, 11' 12' 13, 14' MAXIMUM EARTH COVER 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 1 ' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' a ROOF 9� "12" 9� 12" 9� 12" 9� 12" 9� " 12" 9� " 12" 0 4� ' 0� ' 4� ' 0 4� ' O z 4� 0 4� ' 0 4� 02 4� ' 12"16� ' 12" 6 12" 61 ' 12" 6� ' 12" 61 ' 12" 6� ' 12" 6� ' 12" 61 p WALLS 8� "8 " 8 " 9� " 9" O 9" 12" 10' 3Y ' IV I .. 9" 0 9" 0 ' 9 " 12" 10" 3 11" 15" 2� ' 6 ' 3� ' IB" 9 IV. 12 10' 13 z 11 15" 21 ' 6 ' 31 ' 18" 15" 9� ' 6� ' 11 ' V INVERT 10" 2 10 2 10' 2 10" 13" 10" 13" 10" 13" 11" 4 11" 15 11" 15 11" 15" 11 15 11 215 11 "5 2 17" 2 17 2 17 2 7 2 7 13" 7� ' 13" 18" 13 18" SPACING 11" 12" 12 12" 11" 11" IV' 11" 10' 10' 11" IV' 9' 10" V IV' 9" 10" 8" 10" 8" 10" 10" 9" 9" 8" IV 9" 10" 9" IV, 8" 10" 8" 9" 8" 8" 10" 10" IV' 10 9" x4E" " SIZE BAR #7 #8 #7 #8 #7 #T 116 #7 %6 #7 #7 #7 #6 #7 #6 #T #6 #7 #6 s7 #6 #7 %7 #7 *6 #6 #7 #8 #7 #8 #7 #7 #7 #7 #7 #7 #6 #8 #7 #7 #7 #7 .b.. SIZE BAR %7 #7 #6 #7 #6 #7 #6 #7 #6 %7 #7 #7 116 #7 >� #7 #6 #7 #6 #8 #7 #8 #7 #8 #6 #T #7 #7 #7 #7 #7 #7 #8 #7 #8 %7 #7 #8 #7 #8 %8 %8 DIMENSION "B" ff-Inch 2-11 2-112-11 3-0 2-11 3-9 2-11 3-9 2-11 3-9 2-11 3-9 3-1 3-2 3-9 3-9 3-9 3-9 3-7 3-9 3-7 4-4 3-7 4-4 4-4 4-4 2-9 4-2 3-4 4-4 3-4 4-6 3-5 4-6 3-6 4-6 3-6 4-6 3-6 4-6 4-9 6-0 y DIMENSION "BJ' ff-Inc# -1 5-0 4-10 5-0 4-1 5-0 4-1 5-0 4-1 5-0 4-7 4-T 6-0 5-10 6-2 6-7 6-2 6-7 4-11 4-114-11 4-11 4-114-11 4-4 4-4 6-5 T-0 7-0 8-4 7-0 8-4 6-0 6-0 6-0 6-0 6-0 6-0 5-0 6-0 4-6 6-0 SIZE BAR # #6 #7 #6 #7 #6 #7 #6 #7 #7 #7 #7 #7 06 #7 #6 #7 #6 #7 #6 #7 #6 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #8 #8 #8 #8 #8 DIMENSION "C" ft-lldi 3-4 3-6 T-4 4-8 7-7 4-8 8-2 4-8 7-7 5-2 7-7 5-11 4-4 3-1 8-1 5-7 8-1 5-7 8-1 5-T 8-1 5-7 8-1 6-4 8-1 6-1 4-3 4-2 6-9 6-9 5-105-10 6-0 6-4 8-11 6-4 8-11 7-0 6-11 7-7 8-11 7-9 W'e SIZE BAR #4 #4 #4 #5 #6 #6 #6 #7 #7 #7 #8 #8 #4 #4 #4 #4 #4 #5 #4 #5 41 s5 #6 #6 #6 #6 #4 #4 #4 #4 #4 #4 #5 #5 #5 #5 #5 #6 #7 #7 #7 x7 a _ CONCRETE CF/LF 25.1 30.4 27.1 33.1 29.2 36.2 30.7 41 34 45.8 3T.6 51 33.2 43.T 34.7 46.1 37 50.4 39.5 55.3 43.7 60.6 48.7 67.1 53.1 73.5 42.9 57 44.5 60.7 47 65.6 51.7 71.8 55.8 77.7 60.9 84.2 66.9 91.8 T3.4 101 -= REINFORCEMENT LB/LF 271 296 278 333 341 366 359 406 428 469 487 530 322 371 379 417 390 449 430 477 499 500 527 610 530 614 413 529 467 595 46 6608 526 632 633 651 630 717 688 737 747 861 +EiE+f SOIL PRESSURE (ksf) 3.7 4.7 3.8 4.7 3.8 4.8 3.A 4.8 3.9 4.9 3.9 5.0 3.6 4.8 3.6 4.8 3.6 4.9 3.6 4.9 3.7 5.0 3.7 5.0 3.8 5.1 3.4 4.9 3.5 4.9 3.5 4.9 NUMBER 117 8 9 10 1 11 12 15 20 x INVERT Elev SLOPE 48:1 s FM SLOPED INVERT SPI I * See Note 5 SLOPE 4:1 41it See Note 6 SEE NOTE 9 SLOPE 6:1 INVERT 1tN4f See Note 10 x INVERT x INVERT i Elev "C" F Elev � Elev .c' 1 or RCB S/6 S/3 )'i" Min FILLETS BARS "b" BARS "c' BARS w - S/4 OPTIONAL Coast Jt "a" nF BARS - - #4 0 12 Max "b" ; BARS x x SEE NOTE 4 T ' b "a" BARS #4 0 12" Max 6" T- SEE NOTE 6 . TRAPEZOIDAL INVERT a FLAT INVERT V INVERT g^ "a" BARS • Y4" Min FILLETS -Z� _PACING ALTERNATIVE INVERTS #q (SEE NOTE 6) OPTIONAL Const Jt ; r "d" #4 "d" BARS 0.25 S I� m SPACING NOTES: 0.25 S BARS #4 0 12 Max I� 4 0 12 Max OR °f #4 0 12 Max 1. For boxes with span or height less than any of those shown in table, II FOR COVER OVER 10 -0 �� 1.15EE NOTE T ROOF SECTION use next greater size box concrete dimensions and reinforcement. Make 6 RCB #4 TOTAL 3 necessary changes in bar lengths and quantities. Il *' #5� 01z SPANS 10' THRU 14' SEE NOTE T�� "e" � ,SEE 2. Quantities are approximate and for design purposes only. INVERT SIMILAR NOTE 4 I 3. For boxes with span or height or cover greater than those shown in #5 C 0 12 " Cl I yP tables, a special design is required. #4 0 12 Max Typ rt RCB #q 0 12 Max 2" Clr 4. It Is permissible to eliminate the 180" hooks on every other bar. ALTERNATIVE "e" BARS Typ 5. "e" bars are at half spacing (spans 10'- 14' only). Const Jt Con6t Jt SEE NOTE 5 ALTERNATIVE "b" BARS 6. "a" bars are at half spacing (spans 10'- 14'only). "o"(� BARS Const Jt m z 7. Provide paving notch when top is exposed and when pavement Is tO SEE NOTE 4 concrete, and adjust quantities. " BARS Coast Jt a - io 8. For design and details not shown, see Standard Plan D82. F SEE NOTE 6 #4, Typ N 9. For exposed top, provide #4 0 12 each way, lap "c" bars 2'-0" or 1#4 0 12 use full span length. #4, Typ -axTyp ' v, "C" BARS 10. Soil pressures shown are factored per AASHTO LRFD and include soil weight of fill over box, self weight of box and live load where applicable. S/2 "B" #q 0 12 Max "e" BARS STATE OF CALIFORNIA "C" SEE NOTE 5 DEPARTMENT OF TRANSPORTATION TYPICAL SECTION s/2 T SPANS 4' THRU 8' WALL SECTION CAST -IN -PLACE TYPICAL SECTION SPANS 10' THRU 14' REINFORCED CONCRETE SPANS 10' THRU 14' SINGLE BOX CULVERT NO SCALE D 8 0 - CALTRANS SINGLE RCB DETAIL N.T.S. Return to Table of Contents SURFACE - Q100=26.10 CFS Vmax=5.3 FPS R/W EXISTING SURFACE EX.2" GAU -GAS*I GAS H.G.L. 100-YEAR S=0.0020 Oar IN EnWM CONST. 36.23 L.F. 36" RCP _ D-LOAD 2000 LINE 10+00 BRICK *CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATIONS OF EXISTING UTILITIES AND DRAINAGE SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. _ 11+00 MCN23-0099/ELPC22-000036 BASIS OF BEARINGS: BENCH MARK: p O SHOULD CONSTRUCTION OF THE REQUIRED Q�OFEss/pNq Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA THE BASIS OF BEARINGS FOR THIS SURVEY CITY OF FONTANA BENCHMARK NO "585" IV � �F Thienes En ineerin Inc. IMPROVEMENTS NOT COMMENCE WITHIN TWO ��, TF PUBLIC STORM DRAIN IMPROVEMENT PLAN IS THE CALIFORNIA STATE PLANE � R S COORDINATE SYSTEM (CCS83), ZONE 5, CIVIL ENGINEERING • LAND SURVEYING NORTH AMERICAN DATUM 1983 (NAD83) FD. R.R. SPK. IN PP#320908 AT o YEARS OF THE DATE OF APPROVAL SHOWN HEREON Lv �� m 14349 FIRESTONE BOULEVARD DRAWN BY: SCALE: BASED LOCALLY ON CONTINUOUSLY NORTHWEST CORNER OF SANTA ANA (� LA MIRADA, CALIFORNIA 90638 FtOF=1LE AND DETAILS OPERATING REFERENCE STATIONS (COBS) AVENUE & ALMOND AVENUE. DIAL AND CARRIED FORTH IN A DILIGENT MANNER, THE R.C.E. N0. 56155r * PH.(714�521-4811 FAX(714)521-4173 MH FOR AS SHOWN ••EWPP•' AND "GISA•' AS BEING NORTH "" TWO WORKING DESIGNED BY: PER STREET IMPROVEMENT PLAN 3487 Exp. 12-31-24 Q CALr4BA8H IN�UBTRIAL_ CEVEL_OPMENT DATE: 82.35.11" WEST (BASIS OF BEARINGS) < # � BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE � (GRID) AND REPRESENTED HEREON BY THE Y❑U DIG YOU DIG PLANS TO BRING THEM INTO CONFORMANCE WITH 9�F C/V��' o��9"""� Date 2/6/25 CHECKEDMBY: APPROVED BY: PM 204�7 DRAWING CENTERLINE OF BANANA AVENUE AS BEING ELEYAT/ON = 965.46' (CIRCUIT F) 72 TOLL FREE 1-800-422-4133 OF �F NORTH 00.20'03•' EAST. (2010.0 EPOCH) t �/ ) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. � A� BW DATE: 6792 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE REINHARD STENZEL RCE NO. 56155 GIA LAM KIM CITY ENGINEER R.C. . 62296 5 Last Update: 02/06/2025 0:\3900-3999\3941\PUBLIC STORM D RAI N\3941 SD03- CALABASH.dwg