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Home My WebLink About3546-4II---- ------ - 4 ------- PLATE =_-77 - - - - - - EACH WAY 5 mn-411/49R LOCAL DEPRES- 10 4 - 4 IIF ------- ------- 3,2 I-100 rmn LJ - --------- - (4')R r SLOPE j I jr I(3')R ------ - --- FACE ------- -- PLATE DOWEL III, "-FLOW 75 mm I -PT _)Lj let, lu Irlr A '7 13 "I L 00. E 0 ISCORING CURB LINE Ii O� ILINE rIL -------- _r - I - . Az f'I I /I- I 2 EXTRA 15MI t" =4 j V t- I re% �n C -1 I N_ I I I tj I - I.- i _T� - ---- -- i I ON 2 SIDES OF _IU I -4 - II Lon 1 70 4 - ------- AND COVER , i Q3 (41MIN. nN 1 -4, 1 -Ij 3 1 :,x n-� 1 "j 1 ; - 1* � 1k] 55 i , I -_ � - ; - i_z Ii L 300 mm 75 r Q L- -7 CMA (3*)R STEPS I -t MANHOLEFRAME t 100 mm ICC In,, t I I r % I f (121MAX. TCH BASIN NHOLE FRAME n, I-4 + A c %J L/ L.L I L/ AND COVER 4x I0- IIW>. Ll 11 t.1 mq, 1-1 I :_ 1 r" I+ Iy ------ - --- U1 2 C. ONNECTOR PIPE IN, 3 %ki L1 I U I I �4 IN UN I I N11 - i lo. I 9 rN r NI_z 4�_ -1-i 4 /T OPTIONAL SUBGRADE O..k 'I OR MONOLITHIC IU. CATCH BASIN 0 I - I- - _ - _ __ -1 I- _j 2, B CONNECTION To �_z Vtj,,o =4 k SECTION A -A At I 0: 1 54 I5 4 5 1545 1'54' 5 TR=- f i 'i zoo mmte OF -4- 4- - 4-= I __ ------ IIV I., i -N _jjw,j , ___ __ 'kj�r. . . __ (00 mm eSTEPS -T== 44R /A fj.Rl err", -11 ------ 909 U1 -I 1.1 7" I& I I Iz- %U IV I rn C r -L-LL- -- --- - - I V�_ - - - _ tj I I OC�l z ri, I V L, r I Pr F -q r) 1 A-7 A OWE ru. -r-, I -.L (TYP.) 4 ��4 4 T IItc, kT%I j '41 -11 IC or, "A- LLj IIU j I c PLAN DOWEL DETA ILL II1 5-5&- -4 N -4 r) 1�_, Ihelkm r, 1 -11 j r, a V rw% _11- rV1 _j N, I 17-1 I LI I I 4_1 i k I STRUCTURAL DATA I11 ---- --- t%�) 1 t Nil ��i If% I-31 "JI 4-- - 4 WALL AND SLAB DIMENSIONS AND -in Q- t_j I I tr% I LU M. I I Ln I Vll� lrr� - --- __j I REINFORCEMENT REOUIREMENTS I L I REINFORCEMENT MAX MAX I I REOUIRED IN IIr _7 W V END .11, I r FRONT REAR BOTTOMI ------ WALL L..f WALL IWALL SLAB A t7l A M -r e- IF IR F-- A ,f- r-- f� I - ------ ---- - 1545 1.0 P93.5') 2.4 WS'll 150 nvM6*) 150 nVM6*) 1545 /4 L, r_ L, I- ZZI-11 1" i zn -7 154 1545 5 few _ _r I � I _-__ "_ _- r- � __ - , --- -------- - ----- - II4 i 1.0 m(3.51 3.5 m(12*) 200 mm(S") 200 mm(S") I7 A 5 #4012 0. C. I77 9,T L rd = - , i. 11 I I . - ---- �7 � ___ - __ __ __ . ----------- 5n 2.0 m(71 1.8 W69 150 mm(6*) 150 nwA6') 2.0 M(71 3.5 ff;1129 200 wtrMS") 200 ffffil(89 -- - - --- --- I7 iDI P T IR -4.0 I 1.2 M(4'j IDU M111111416.1 loci n=69 I 77, I ry, \1 U E I1 2.4 rAI 150 mm(6') 200 MI I 4.0 I 3.5 m(121) 200 mfn(8*) 250 nwMIO.) I\j] r -I N IIILr f 1.4 A -t - ""I , U-1, I `z I I Ilu I Izi I to I II-- -- - ---- -- IF -AW 0 R __T 11- L/ X -F.- 7 �Q , 1 e. zw 1 L� _4 _4 L/ iNt 1 1-4 I- it ;,11%. 'I -4 %g-/ 1.2 n 150 mI 150 ffgM6*) IL2 tE 3 OPE 7r:;E HNIG V I I �N) AME E E E oc 4 A PS, ST: ly :1(:04?:)Rmm r IE R LU) !.I z 1.8 m(61) 150 mm(6') 200 1111111111481 0 IIII- lull �-_l I \1 . I 1.1, (4 1.0, M-1 r�l i rz r E U m(S' 200 ffuMS-) Cj 1 cz U \1,_� U r� r- Nc %�j I tr\ .... .... ------- - ------ W 2.4 200 mrMB') IIVt --- ---- - --------- Ur I- 1 4 R 3 0 mAO1 200 mnI 1250 nwdlo-) E ip= N ---------- D r3.5 .(121) 200 mI 1250 WMIO-) T N ---------- ---- - -- - ------ -- -- ----- FOR W > 9 ffA281). V > 3.5 m(129 OR 8 > 1.2 m(49 SEE PROJECT PLANS ------ - --- - ---- ----- 1545 f'% .0% A- f- A-'. -I- A'% 0 I1545 545 1545 n I TRIN, 94 w I70 _T Tr i V /% I IL- t RB 1I I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER CURVE TABLE "G" ST. PUBLIC WORKS STANDARDS INC. "URVE DEL TA GREENBOOK COMMITTEE LENGTH 300 1984 87'00'42" - REV. 19ge SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION HNUI ILL C`11 V f-" I------- - -- ----- I HORIZ 1 40 16 VERT 1"= 4' NOTES: I _r L/ 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED PLAN 1"= 40' SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE 10+00 11+00 12+00 10+00 1 1+00 12+00 1%3+00 POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mm(II) DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE. COLOR, FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE SCALE IN FEET BASIN. 0 40 80 120 160 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. ONG Co VE Dl?l V 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1: 12 MINIMUM AND 1: 3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE U13USTA ORIVE 6 THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. A 4 5 6 7 8 9 10 4. DIMENSIONS: 10 8 = 970 mmI 6 TYP. 7 11 7' 20' V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF I C> 20� THE CATCH BASIN AT THE OUTLET = 1.35 m(4.59. 22' rAMEf BACK LANE 0 _\_ 11 I 0 22 L k- (z V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND"THE INVERT AT 14 U THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS 'O 5 SHEET 5 Qr_ SEE OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(12*). 1J+JJ.02 ECR CN U F7 U) _V I THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF (BEG. SA WCU T & Q4 THE INLET. NOTED ON THE PROJECT PLANS. RECONSTRUCT 24 H III: NOTED ON THE PROJECT PLANS. I P_U E. P. U. E. PER REV. 4 - I I I I I I n2 4R W m NOTED ON THE PROJECT PLANS. 9.,5 DWG.j 2772) .71' L 18. k I =4n A = THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE L CL OAKBROOK WAY 1189. 1 5 AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5 11+75.00 24.90' N� T\� Ic 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- 2 FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. 8" WATL 'N � \1 (�) �x OAKBROOK WA Y `R LINE1' 71+15.57 A 2J.J1 WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE $HALL CAA=4ELBACK LANE I 00 8" W,, t.)y LINE, INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A 10+00.00 CL INT 72J429 W':�� N 89'J9J2" W 11 00 I 00 jll+c9 - I [r) , , THE CATCH BASIN WALL. AND 75 mm(3*) RADIUS OF ROUNDING OF STRUCTURE CONCRETE, 25 -/- 00 SKEW NECESSARY TO INSURE MINIMUM 80 mm(3*) PIPE EMBEDMENT, ALL AROUND. WITHIN 12+81.92 7,job .9- 12 /UJ (ON ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE AUGUSTA DRIVE 9)11) N '\- 8 SEWER LINE 2 //9 _0 1b N USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE *A* IS LESS THAN UL 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED JJ. 62' INI- LB IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE (DWG. // 2772) (1546.07) 2 UE 121-5,3, w- " ' 1 1-4 D Y 811?D WAY 1 6 L 410 IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT - I c 7J.5 -4L 5 9.71 G TING STANDARD LENGTHS OF PIPE. - -- --- COVE DRIVE P. U. 26 L5, p. u. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL 12+JO.81 BCR IBE SPACED 300 mm(12') APART. THE TOP STEP SHALL BE 175 mmI BELOW THE TOP TO THE In MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mm(5*). cz; gt� (END !DA_WCUT & m 00 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 mI ON CENTER (MAXIMUM) ALONG THE REMOVE & RECONST N 1 7 IN ct: 23 22 cd ct BACKWALL. PEI? REV 4 - G Q) DWG -11 2772) cl: H * d,�) (i5 Ill 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 25 308 MONOLITHIC CATCH BASIN CONNECTION P41 _q 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER g 635 STEEL STEP OUIVO 18 636 POLYPROPYLENE PLASTIC STEP 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 BE OAKBROOK WA Y METRIC VALUES. EXCEPT REINFORCING BARS 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. CONSTRUCTION NOTES 0�_ CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12-1 957. COMPACTED NATIVE MATERIAL CONSTRUCT 4 112- AC PAVEMENT (MIN.) OVER 12-1 957. COMPACTED NATIVE MATERIAL CONSTRUCT 6 CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY S7D PLAN NO. 1015. W 6' CONSTRUCT CROSS GUTTER PER CITY STANDARD PLAN NO. 104. "W" = 8' UNLESS SHOWN OTHERWISE ON PLAN. &CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 "W" PER PLAN. INSTALL STREET NAME SIGN PER CITY STD. NO. 1J9, (Do INSTALL R1 STOP SIGN & "STOP" LEGEND WITH BAR PAVEMENT MARKER PER CITY STD. 1J9 AND CALTRANS STD. INSTALL STREET LIGHT 5,800 LUMEN ( HPSV/ ) SCE f7 PER CITY SID. PLAN NO. 1016 ADJUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 1JO. i AM T DIKLI WA T CURVE TABLE "E" ST. CURVE DEL TA RADIUS LENGTH TANGENT 99*Jl'15" 60. 00' 104.22' 70.90' 7705'J4" JO. 00, 40.J7' 2J. 9 I DRAWING 1 O* 1 6J 107.00' 19.19' 9.62' 3t No. 637 6,59,4j" 520.00' 63.49' 1 J 1. 78' THESE RECORD DRAWINGS HAVE BEEN PREPARED. IN 6594J 480. 00' 58.60' 29.J4' PART, ON THE BASIS OF INFORMATION COMPILED AND 90*00,00" 25. 00' J9.27' 25.00, FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH /7\ 90*00,00" 25. 00' J9.27' 25. 00' HAVE BEEN INCORPORATFP 'NTn THE DOCUMENTS AS' \�L/ A RESULT THEREOF. 14'02'JJ" 25. 00' 6. ii, J.08' (D 6-594J" 500. 00' 61.05' JO.56' Q I 77-05J4 50. 00' 67. 8' J9.84' REVISION DESCRIP77ON DATE ENGR. CITY DA7E SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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 TOLL FREE -800-227-2600 1 1 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT [ x/,\ I lFeCORD 0RAWING IV, ell AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAP: CURVE TABLE "G" ST. SHEET 2 OF 2 "URVE DEL TA RADIUS LENGTH TANGENT \2j 87'00'42" 35.00' 5J. 15' JJ.22' 92* 1 7'1 1 25.00' 40.27' 26.02' ON THE EAST SIDE OF CITRUS AVE. 14-48'lJ" 25. 00' 6.46' J.25' i AM T DIKLI WA T CURVE TABLE "E" ST. CURVE DEL TA RADIUS LENGTH TANGENT 99*Jl'15" 60. 00' 104.22' 70.90' 7705'J4" JO. 00, 40.J7' 2J. 9 I DRAWING 1 O* 1 6J 107.00' 19.19' 9.62' 3t No. 637 6,59,4j" 520.00' 63.49' 1 J 1. 78' THESE RECORD DRAWINGS HAVE BEEN PREPARED. IN 6594J 480. 00' 58.60' 29.J4' PART, ON THE BASIS OF INFORMATION COMPILED AND 90*00,00" 25. 00' J9.27' 25.00, FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH /7\ 90*00,00" 25. 00' J9.27' 25. 00' HAVE BEEN INCORPORATFP 'NTn THE DOCUMENTS AS' \�L/ A RESULT THEREOF. 14'02'JJ" 25. 00' 6. ii, J.08' (D 6-594J" 500. 00' 61.05' JO.56' Q I 77-05J4 50. 00' 67. 8' J9.84' REVISION DESCRIP77ON DATE ENGR. CITY DA7E SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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 TOLL FREE -800-227-2600 1 1 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT [ x/,\ I lFeCORD 0RAWING IV, ell AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAP: STANDARD PLAN 300-2 CURB OPENING CATCH BASIN SHEET 2 OF 2 BENCH MARK-* f No. 615 BASIS OF BEARINGS. IRAILROAD THE BEARING OF NOO*16'44W ALONG SPIKE AT INTERSECTION CENTERLINE OF CITRUS AVE., AS SHOWN (O OF CITRUS AVE. AND LOS CECROS ON MAP OF TR. 15908, FILED IN BOOK AVE., IN POWER POLE NO. 90 1 1E 271, PAGES J4 THROUGH J9, INCLUSIVE, ON THE EAST SIDE OF CITRUS AVE. OF MAPS, RECORDS OF SAN BERNARDINO ELEVA 770N. 1467.59 COUNT)� z Prepared Under The Supervision Of CITY OF FONTANA., CALIFORNIA ziCFESSI S PREPARED IN THE OFFICE OF < STREET IMPROVEMENT PLANS MADOLE AND ASSOCIATES, INC. 0-1 LU No. 62183 10601 CHURCH STREET, STE. 107 DRAWN 8 K SCALE. TRACT NOS. W41-1 & 16541-2 CN cy_ x RANCHO CUCAMONGA CA 91730 DJ AS SHOWN 0AKB1?,00K WAY& 00 Exp: 9-30-05 PH 1909) 948-1311 DESIGNED B Y- DA 7E. L A D1Y Y SCL _,/B� SEPT2003 A Date 4.0� CHECKED BY- A DRA WNG NO. RCE 62 EXP. 9-30-05 546 oo JA826-1182\streets\st04.dwg, 02/12/2004 10:09:09 AM, DJ