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Home My WebLink About5373-2SC MAIN -- C'ONSjRUCTION .JOIN i LINE RCB III13t1 450 mm ( (#4 0 16") OC -F BARS I LATERAL / % E - f CONNECTOR PIPE _ -F BARS i 1 • ,l �_ / / / ;v #13M (4 450 mm , `?J BARS I I Q ',,4 OC SEE NO1-E-•1� _ f��., 2 dOTFI ';JAYS TO t BE USED SVHEN P- S B IS 1500 mm \ ! ROUND EDGE 10 r€ .' .... (60", OR MORE-_-_...,_� 75 mm (3") R F•%1y-ikt K 45r mm/ ZkSTATION POINT, 4 %�I '418')RG�4 I SECTION G -G SEE NOTE 2 f`; f I % I ROUND EDGES TO z _ APPROXIMATE P,.. l E E OF ID OF LATERAL € i WITH A M.A MUM < I OF 1.0 m (13 -0") r 0& E BARS m I D, E, H &. G BARS I :500 mrn 12' 130 mm (5") i3 N5 mm (15') 130_mn, 15" e ..� I 450 mm (18'l 130 mm _1 ) O i ( 525mm 21' 130 r,Im 5" 6013 mm (24') W mm (5 i CONSTRUCTION JOINT 675 nxm (2i 110 mm (5 I/.) m E PLAN �W5 m 30') 160 mm (6") m (3T 160 mm 6 1/41 n '36" m (39") 180 mm (7") NEW OR EXISTING RCB, SEE NOTE 6 " iD:O mm (42) 190 no (7 �2'1 € ----W BARS 1125 mrn (45" 200 mm 7 3/+"' i o 1220 � 4B) 21p mm (8") 1275 1. 51 226 mm 181 2 r -D BARS mm ANY STANDARD/') �^ I F BARS PIPE JOINT ZO mm (54") 2--H BARS 100 mm 1500 mm (57"1 240 mm (9 I/+)��= (4") OC, SEE NOTE 3 ----� IWO mm (8T) 240 mrn (91,12•' �' E 7aO mm `6r) 260 = (W m E ROUND -�-°- °'f { p j 1680 mmrA 289 mm 10 1/4° `4 EDGES 10M 450 mrn J low =__0_97) 280 rr:m (IO 3,1X' EL S SS")R m -EL R, SEE NOTE 8 IKO mm 72') ;2&) mm (it") ' SEE NOTE 3 E BARS14;0 rmr, (73' ) .3.`m mm Ii 3j+•1 OC, rte"°' -• 21CA mm (84") '•20 - (12 2-G 100 -.. 4") UC, SEE NOTE OO :T E 3- 2,400 mm 90") 340 mm (131/47 i �•.. a t- 2440 mm (96') 350 mm (IC UNDISTURBED EARTH 250 mm I_ 400 mm (15112°). a BACKFILL WTH 265-C-14 270Q m:n tp8" 410 mm IC)s 450-0-2000) MIX CONCRETE, OR 3000 mm t 1 C) }20 mm (161 Y _OMPAC7 SOIL TG RELATIVE DENSITY -- � 30�i nxn (120" 430 mm (17) �, EE 1 REQUIRED BY SPECIFICATIONS, BACKfII_. r MAY BE CUti TTED IF STRUCTURE IS LAIC 3150 mm 1126) 430 rrm (tY) -Z ,g, ON L'NDISTURBE'D EARTH TO STORM 3300 mm 132") 450 mm (171;2'), S`. DRAIN SPALL. 3�7 mm (1J8 4JI rlm i; 1!2'1 SECTION Z -Z STANDARD PLANS FOR PUBLIC WORKS GONS7RUCTION �R,a uWATEO By THE c-7ANG ARD FLA Puaue �:ovxs srnl:oARns xac ^ qp �p@,,pryq,y� g�µ��"opypp GRECNBOCN 7�61bpi([E 9 i% 8'�7� � tl'G -o AL'Pic S �6,TU F �1��E ¢ 333-1 BLOCK WALL 1417.0 FG ? 1412.3 FG :„ .... N BOTTOM= 1409.5 27' NOTES 1, VALUES FOR A, 8 AND G SHALL BE SH30IN ON THE PLANS. ELEVATION R AND ELEVATION S .SHALL BE SHOWN WHEN REQUIRED PER NOTE 8, 2. STATIONS SPECIFIED ON THE PLANS APPLY AT -rHE 4NTERSECTION OF CENTERLINES OF DRAIN LINE AND LATERALS, EXCEPT THAT STATIONS FOR CATCH BASIN CONNECTOR PiPES APPLY AT INSIDE WALL OF STRUCTURE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615Fk GRADE 300(AS'TIV1 A 615, GRADE 40), AND SHALLTFRPv11NATE 40 mm (1 1/2") CLEAR -OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. o. 'W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON PLANS, AND SHALL BE CUT IN CENTER OF OPENING AND SENT iN TO TOP AND BOTTOM OF JUNCTION STRUCTURE. r,. OMIT H BARS WHEN SOFFIT OF SPUR IS 300 mm (12") OR LESS BELOW SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS 300 rnm (12") OR LESS ABOVE FLOOR OF MAIN LINE. 4, JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN LINE, VANHOLE OR TRANSITION STRUCTURE. 5. FLOOR OF STRUCTURE SHALL BE STEEL -TROWELED TO THE SPRING LINE. 6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAILS SHALL BE SHOWN ON THE PLANS. 7, EMBEDMENT, P, SHALL BE 130 rrm (5') FOR B = 2400 rr)ro (96") OR LESS 200 mm (8") FOR B OVER 2400 mm (96"), 8. IF' ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PLANS THEN THE INLET OPENING SHALL FALL 150 mm (6") BELOW THE SOFFIT OF THE MAID! LINE WITH THE INLET PIPE LAiD ON A STRAIGHT GRADE FROM MAIN LINE TO CATCH BASiN OR TO GRADE BREAK IN INLET LINE, ELEVATION S SHALL BE SHOWN ON THE PLANS IF THE INLET OPENING FALLS MORE THAN 150 mm (6") BELOW THE SOFFIT OF THE MAIN LiNE WITH THE INLET PiPE LAID ON A STRAIGHT GRADE AS STATED ABOVE. ELEVATION R SHALL BE SHOWN ON THE PLANS QNL'Y WHEAJ A STUB iS TO BE PROVIDED FOR A FUTURE CONNECTION. 9. LATERALS OR CONNECTOR PIPES 600 mm (24"'1 OR LESS IN DIAMETER SHALL BE NO MORE THAN 1.5 m (5') ABOVE THE INVERT, LATERALS OR CONNECTOR PIPES 675 mm (27") OR LARGER IN DIAMETER SHALL BE NO. MORE THAN 450 mm (18") ABOVE THE INVERT, WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 15 m (50') IN LENGTH SHALL NOT BE MORE THAN 1.5 m (5) ABOVE THE INVERT, 10, THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE FOLLOWING CONDITIONS: o, ANGLE A IS LESS THAN 30` b. TOP OF INLET PIPE iS LESS THAN 150 mm (6") BELOW THE SOFFIT c. FLOW LINE OF INLET PIPE IS LESS THAN 180 mrn (7") ABOVE THE THE HBOOR OF THE RC8 AT THE INSIDE FACE INFILTRATION BASIN #1 CROSS SECTION NTS 39 40 10+3 . -...-...... INSTALL 27.94 F < .... .- i -. 1111. 1 _ MALL 111.6,-) Lf > ( - Q] _ o ..... 1 -.-...I. ...........: ... .......... ..-.......... ...........-....... ..... .......... ---. ............ ..... O •... ........... p BEARING A - - F _ 0 24 RCP 1350 D _ Of 24" RCP 135Q -D - o r. -.. cv , : _ _ _. _ _ - 15.76' - C TC _ _ 3.2 ch _ boa_ _ _ X100 6.4 cfs _ - + n {._ I , { __ 296.31' tMSTi�LL._ ,.1& .LF.. _ 38.48' 19.26' - PER PLAN _ _ _ V. 1.3 f Ps AiAX -1,3 f s __ P......:_ ,.. _ _ o > ^ z _ � ,_ m I......:. _ ........ : _ _ +�, c,3 l 1...___ _;__ OF 24 RCP__ 3X4 >.. 45'08'48" 35.46' 2.5 1 _ _ _ G _ _ _.. - 36.49' o ►{ _ + •_z � L I_ J N44.42'37"W _._ , =3.7:cis ; - - 7.04' STREET FLOW _ 1x.81 LF 38'31' 14" 1 0 J - oINSTAL 8.74' �: _ K - - 1 13.19' - _ _ FEN CE _ FLOW LINE GUTTER= F 0 2 RCP 1750-Q __ Q. -6.4 0s :: " _ cs + s~ a _ -.. . CITY OF FONTANA STD. N0. 3004 W MP DRAIN - LINE B _ ; _ :.. LATPLAN Bal MODIFIED 2� SYSTEM - _ 14 1 F........... DIMENSION P S PER THIS -� :. _ _ _ 1 :.:,. _ , HORIZ 1= 40' _ _ __ _ - __ .. _ 1412.3 FG DETAIL SHOWN. _. 1 r' PVC ... ......................_......:..............._ __..... 13+00 vERr• r- a' 11+00 _....:.. _.: 11+00 ....... ;..�.....��. .......W��. 10+00 .. ......W.=1 ....�..� 10+00 _. .:.:.::�:...,�.......�............ :_ ,.. . 11+00 CITY STORM 3 DRAIN SYSTEM INV. PER PLAN 24" RCP INV. PER PLAN INFILTRATION BASIN #1 CROSS SECTION NTS 39 40 10+3 . 4 ANG. PT.= 1409. INV. 1r PVC PIPE SYSTEM 10+93.01 ANG. `"=135' 1409.97 INV. BEARING 8" SEWER PER CITY DWG. NO. 5374 " N.00'00'12" W �...... 8" WATER BY OTHERS. 11+18.83 ANG. PT.' - 1410.09 INV.` _........ -'": 1 50 3 1410 INV 8" SEWER PER CITY DWG. NO. 5376 41 3' j r � MODIFIED CATCH BASIN DETAIL WITH WQMP DRAIN SYSTEM NTS 11+49.25 "� I _ c_Aj 1410.24 INV. ,v ... - W I; W.)3 { 2 ti INV.' °° ;moi Z;10, I - 8" WATER 80, 4p BY OTHERS =--._ 12' 20' 20' 112' R/W SUGAR HOLLOW LANE TOLL FREE _qq=0'F'1-800-227-2600 a PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION ENGR. DATE CITY DATE NOTE- CONTRACTOR OTECONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF DIFFERENT THAN PLAN. SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGINT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT }f Ir PVC PIPE M ` SEE PLAN TO 38 ( 39 CIL INT. 12+88. LINE "B"= 10+00.00 LAT " 1" 12+90.27101L MH# 1 ..__ N 00' 8" SEWER PER CITY ........... 0001- DWG. NO. 5374 FLACSTONE WAY 8" WATER - BY OTHERS 50 CIL CB#1= 10+54.60 SUGAR HOLLOW 13+19.71 LINE "B" W= 7' V= 5.68 LAT Sf SEE PROFILE ABOVE Prepared For: LENNAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 4P SYsrEM E LEFT � 40 W U m IC! to C6 r\ � + + N N 12' 20' 1 20' 12' \1 b+56.60 SUGAR HOLLOW LANE- n 64' 10+36.43 LAT "B-1" W= 7' V= 5.70' SUGAR HOLLOW LANE LINE "B BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SIERRA AVENUE, PER TRACT 17634, M.B. 340/72-73, BEING: N 00.00'12" BENCHMARK 2" BRASS CAP LOCATED ON THE TOP OF CURB AT THE EASTERLY END OF THE CURB RETURN AT THE NE CORNER OF SIERRA AVE. AND MILLER AVE. ELEVATION: 1364.32 TRACT BOUNDARY f { EXISTING STORM DRAIN / 9'(W)X8'(HN65 CB PER C/L INT. 10+00.00 LINE "B" 230+65.00 9'(W)X8'(H) RCB 10+09.11 BEGIN 24"RCP 9 C=3.45', A=45', 8=24" RCP Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 168 66 Seville Avenue Fontana, California 92335 (909) 356-1815 �j Fax (909) 356-1795 Ray m❑ A rd, A.C.E. 36052 Date (expires 6/30/2016) CONSTRUCTION NOTES: K31 INSTALL 24" RCP (D -LOAD PER PROFILE) 2 INSTALL 12 PVC (SDR -35) CONSTRUCT MODIFIED CATCH BASIN PER DETAIL HERE ON & PER CITY STD. 3004 (WIDTH SHOWN ON PLAN) 4 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3013 5 CONSTRUCT HEADWALL WING TYPE PER CITY STD. 3020 6 CONSTRUCT TRASH RACK PER CITY STD. 3021 7 INSTALL RIP -RAP PER CALL OUT SHOWN ON PLAN 8 CONSTRUCT STANDARD TRENCH REPAIR PER CITY STD. 1008 9 CONSTRUCT JUNCTION STRUCTURE PIPE TO RCB PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STD. PLAN NO. 333-1 HEREON (OR APPROVED EQUAL) 10 MANHOLE FRAME AND COVER PRESSURE TYPE PER CITY STD. 3016 4 cwwM SCALE (Iver) 1 IMO'I = 40 Fr.. Q�OFESS/ON My OF FONTANA CAUFORNIA J. 44 STORM DRAIN IMPR 0VEWNT PLAN �Q 2Z DRAWN BY: TRACT NO. U939-2 SCALE: No. 36052 - AS NOTED rn °G Exp. 6/30/16 DESIGNED BY: LINE "B": 10+00.00 -13+1911 DATE: March, 2016 ��qrF C I V 1_ �`'�Q CHECKED BY: i f PROS DRAWING NO.: 2 OF CAI_ - DATE: �� ' /� 593 CITY ENGINEER R.C.E. 51152 2 Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\STORM DRAIN\Phase 2\SD TR -18939-2 SHT 02.dwg CURVE & LINE TABLE RADIUS DELTA LENGTH TANGENT BEARING A - - 42.92' - N62.59' 1 7"W B 30.00' 5526'07" 29.03' 15.76' - C - - 40.24' - NO733'10"W D 296.31' 7*26'23" 38.48' 19.26' - E - - 97.97' - N0926'1 1"E F 45.00' 45'08'48" 35.46' 18.71' - G - - 36.49' - N44.42'37"W H - - 7.04' - N65'07'05"E J 25.00' 38'31' 14" 1 16.81' 8.74' - K - - 1 13.19' - N26.35'51"E 4 cwwM SCALE (Iver) 1 IMO'I = 40 Fr.. Q�OFESS/ON My OF FONTANA CAUFORNIA J. 44 STORM DRAIN IMPR 0VEWNT PLAN �Q 2Z DRAWN BY: TRACT NO. U939-2 SCALE: No. 36052 - AS NOTED rn °G Exp. 6/30/16 DESIGNED BY: LINE "B": 10+00.00 -13+1911 DATE: March, 2016 ��qrF C I V 1_ �`'�Q CHECKED BY: i f PROS DRAWING NO.: 2 OF CAI_ - DATE: �� ' /� 593 CITY ENGINEER R.C.E. 51152 2 Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\STORM DRAIN\Phase 2\SD TR -18939-2 SHT 02.dwg