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I i : i i i i � . � i I i I i , ! . I . ; I i I : � - i I - i . I . i � � � � . I iPROFILE SCALE I � ------- 4 ------- I - I � -11 ---- - --- i , t -------- --------------------- ___ --- I t --------- ------- - -------- -------- I -------- - -------- I -------- -11-1. 11-1 --- - -- --- -- --- ! � i I � I j � I � ! � I t � __ -, I - ------------------------- - � i I i i � � . ------I - - ----- � ......... . ................. . ....... . ..... - ---------- - -------- � - - I . ---- ___ , E i __ . , I ! t " i t i - I ` - � C% if � I � I III III 1 i if � ji �IIIIIIj+ ! I I � i i i I 1 i . i t t � I A7 i I i I A ! i 1 i 1 , I J_ ..... i ----- 11 .1 t i ,I i ----- I t , ---- _1 ....... .. __ --- � ----------- ----- i --------- -- � 11-11-1 - -------- -------- � ------------- I ------ - --11-- ..... I ------------------------ -_t_------ ....... I % 0 _ I I -1-1111-1111 ........ __ - i - ------- , � � HORZ.- 1 in = 40 ft ---., ------ I ------------ ��-��-��11.11.��-l��.�..�-,�.-I ... i ----- -1 ------- � � --- -- --- .... __ ---- - --------- - 111� --- _.. 1-1- --11 -11 ] -------- - ------- ---- - ------- � - 1- ... t --- ---t ----------------- - -- -------- - -------- � ... I --- _-LAT-i ..... -�,2 _____LATT. --- -------- C 5 i -ii ... siii6�A��T�.',.ii-.-.,�,',',-D��-1 i � I I i i i i i i I - -------- I -------- - -------- --------- I I I i : i I i � � i I i i I ! I : ...... ........ i � I i i I ! i i I i � I i I t , i I I I , i � 11 ------ 4 ------ 41- --- -------- i ----- , I � � ... ___ __1 1�_ I i I - - - - - - --- ----------- 4- � ,- __L ------ �______ - I- ! i - . . _______4 ; i I � i � : i .--------, I i i i t ; VERT: 1 in = 4 ft : i i i i i i ! I i I i i i � I i i i � I ! i i i I i i ! i � I . . t i i .. . ............... f .. I .--. 1 , 1 i I ! � ! i I i i , I ! . I I , I I ------ - L � -------- � ........ . ................. . ...................... - .... ___ ____1L___ ..-- -L--. .- ....................... . ................ -t --------- L ----- - - j_____________= . .......... ,___ ---- - -- ---- . . .......... --i - ---- -------- - ---- .--....-.-- 10+00 11+00 10+00 11+00 10+00 11+00 10+00 11+00 10+00 11+00 10+00 11+00 I 15M 0 300-w-W*4012') 7- FACE PLATE EACH WAY ___ � ASSEMBLY 10 5 ft*1/41)R------� ' STREET. GUTTER. ! a A LOCAL OEPRES- 131ON - NOTES: I I -i SURFACE a.] I __ I . � . - \ - a . 0 F_ a - 1-1 1 P3--2 / 11 ; -100 on ;w 51 � L 1, - F ---F- L WHERE THE BASIN IS TO SE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAM CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED H I- 449R w SLOPE I I I �: -4 & ) 0 _. FLOW LINE - - j ,-\/\ I qr I MONOLITHICALLY, THE SIDE PROVIDED WITH A WEAKENED PLANE OR A 25 nwW11) DEEP SAWCUT CONTINUOUSLYWALK SHALL BE THE EXTERNAL PERIMETER OF THE CATCH BASIN FACE L ! (?3%IfflFr4 I 11 , PLATE ____� 4---O DOWEL 11 11 / ! 1 __j I I I (TYP.) WALLS. INCLUDING ACROSS THE FULL W DTH WEDTH SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE. COLOR, FINISH, AND SCORING TO EXISTING SCORING 0 I I 9 z I I BASIN. OR PROPOSED CURB AND WALK ADJACENT TO THE a w int LINE �-CUAIII LINE In LI N. in +*� I w i EXTRA 15M(04) I I 1, tj STEPS --' 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED By PLASTERING. I2 . .11 ON 2 SIDES OF I MANHOLE FRAME t too "" I& I AND COVER I 1 I (41MIN. In, I I 300 mm 73 "M >-_� = CATCH BASIN 7 (12*)MAX. (3,)R - / V -I 3. FLOOR OF BASIN SMALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF #:I2 MINIMUM AND I- 3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE . IN WHICH CASE THE LONGITUDINAL SLOPE OF THE MANHOLE FRAME 0 re<1 - 4 FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR a __� AM Co . I I 1 VIER- 0 - 111!21� FROM ALL DIRECTIONS TO THE OUTLET. w I I 1 - 4 � 'O t I - z r-, � a I N L_ ir, 4. DIMENSIONS: 8 a 970 mmm_n __ 4 - 0 __.L - ____ I V =THE I- I O:z i I � 4K I I . _j a CONNECTOR PIPE 4) .1-$ `OPTIONAL SUBGRADE C - I I OR MONOLITHIC - t I 7 DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET - 1,35 1*4.5'). !! I ca, I.: - 9 CATCH BASIN ! 11! ;:12 1 CONNECTION V U z THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN, t � a IL i _. 3. 1 0 1 1Y STEPS = I- I ow AND SHALL BE DETERMINED BY THE REQUIREMENTS S OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mn't(12'), I 11 A t --- I & I SECTION A -A I 9- - w VI X THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PROJECT PLANS. 0 i �_ d�ft tv i 4.) I /- 1oo MM• I I I 4*)R _1210 8* - a III I _. =-J-1 . H a NOTED ON THE PROJECT PLANS. IN = NOTED ON THE PROJECT PLANS. . . _..,',', 1; ,� I � I 1 4=211 1 f A = THE ANGLE, IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. DOWEL (TYP I---// . I I 0 W. 5. PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. . OR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THEHPI PLAN DOWEL DETAIL INTERSECT THE INSIDE CORNER OF THE BASIN, THE PIPE MAY BE CUT AND I H PE SHALL SKEW NECESSARY TO INSURE MiNimum 80 "wM3 RIMMED AT A PIPE EMBEDMENT, , STRUCTURAL DATA ALL AROUND, WITHIN THE CATCH BASIN WALL. AND 75 RW*3*) RADIUS S OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR - WALL AND SLAB DIMENSIONS AND PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN 70 DEGREES OR TER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE - - REINFORCEMENT REOUIREMENTS OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT - TING STANDARD LENGTHS REINFORCEMENT OF PIPE. MAX MAX t 1 W V F REQUIRED IN FRONT REAR END 6. STEPS SMALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEP$, THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. . WALL WALL] SLAB I WALL I STEPS SHALL BE SPACED 300 MIT(12-) APART. THE TOP STEP SHALL BE 175 mm(?*) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 nw(2-1/2*). ALL OTHER STEPS 1-0 WAS -51 2.4 WWI 130 I"W61) ISO W1969 ------- SHALL PROJECT- I'no mm(5-) - __ __ - -1 Lo W(3-51) i 3.5 moz.) 200 RNOWS-) 200 wvn(a 1) NN R R -_ 1.23 E E 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(?-) ON CENTER (MAXIMUM) BACKWALL. MUM) ALONG THE 2,0 W(71) I'S W461 ISO "1410464 150 wrA41) I 0 S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN' 2-0 WA71) 3.5 W(12.) 200 awdo.) 200 ftwe.) N U 3013 MONOLITHIC CATCH BASIN CONNECTION 4.0 IM141 1 1,2 nl(4') 150 . wAw(fl) 150 RWS-) �/, R //' F 1 i 5�/ . 0 R I 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 1 � 2.4 nd 9') 150 pw4g*) 20.0 1 1 X111 c #4 @ 12" CI �� R ftwel 0 .NTE 4.0 ffAf,111') 3.5 W4121 200 wor4l') 256 / N 46 � wadloo) // �/ �/,, E 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE A M PLASTIC STEP , I MWAS1 [so wrif.) O/ ,/ E �� , - F -2 1144') ISO O� � 2 - ft�� / XE�� - q( - 1.8 w6l) : 150 *WAS') �/, /, 0 �/�z 200 Nomal /,/ C N 0 / z / / ��/ 9- 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 METRIC - im . , , U, 2. 4 0(91 200 wiWa-) 200 w,4j., �Xz E ��/ .Tj //" / ig N / ,, BE VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED OW14 rn FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE M T 11 -_ M �/�/ .1 � USED. ALL VALUES USED FOR CONSTRUCTION 0 SHALL BE ENGLISH UNITS. = 0 ft,(10-) E / a : --- / E , 3-5 OW129 200 D I III �� 9 I 40) 101) T / / I , " - - FOR W 1, 9 or4244, v ) 3-5 WA[2*) OR 8 ) 1.2 #*41 SEE PROJECT PLANS CN AMERICAN PUBLIC WOR RN CALIFORNIA CHAPTER � . C �WORKS poto"".um 9� TO* - .AMERICAN P-ftIC WAMS STANIMMM *IC . STANDARD PLAN GREDSOM comwMa CURB OPENING CATCH BASIN METRIC - PUBLIC -.-- 'CHAPTER Pu ASSOCIATION - SOUTHERN CALIFORNIA C HERN C HAPTER STANDARD PLAN FNECOFtD D IN 1w REV, 111111111 300-2 . I _ - - - I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 2 - I- - I CURB OPENING CATCH BASIN 300-2 . SHEET 2 0=2 Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA 70 0 Lr SHOULD CONSTRUCTION OF THE REQUIRED qjk0FE /0 / IMPROVEMENTS NOT COMMENCE WITHIN TWO 1-11 I Crouse/Beers & Associates, Inc. C TRACT No. 16678 , If- AAAWMAAAAP WAAAAAAA t_ - -(�, t - 0 � ;;, I" 0 C-- " Engineering * Surveying . I= M fA = AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 25M rn 2191 5th Street, * Exp. 12-31-05 * � : SALE' * Planning * Construction Management - ON-SITE STORM DRAIN PLAN Suite 200, Norco, Co. 92860-1967 Ilk DIAL TWO WORKING 111. (951 7 �6-2040 Fox (951) 736-5292 DESIGNED BY: LATERALS -C-11% *C -2 a , *C -3m, OC -e AND OD -1 DATE: YOU CITY ENGINEER MAY REQUIRE REVISIONS TO THE CIVIL APRIL, 2 5 DIG TOLL FREE I I R=RlD DRAWIING 31S " - PLANS TO BRING THEM INTO CONFORMANCE WITH - .- ,-,-- !�4 X 0. 0-1-1 - � , BY: AP A - DRAWING NO.: 4 A- ftk� - e?m r �Z� -ex -&w_ 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE REV. REVISION DESCRIPTION 13M. df�_ DATE 11111111111111111111111111111� STANDARDS IN EFFECT. ,1T0_U_GI -1-_-N. 60'us R.C.E. No. 23796 EXP. 12/31/05 DATE - 3819 Ipqb R - 51152 DATE 6 11