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Home My WebLink About5614-3MMMM MMMM MEME ---------- ------ ----- --� -- i.�- ■ ■--■�■--i IMEMMIMMEM I •MEN __: InIIIIIIIIIIIIIIIIIIIN --■_ -�I =I g Direction R co - zuUj- - - I =90 - B=18" 1 C=2.0' GRASSLAND AVENUE D=24" L5 14.99 - MEN- - C1111 _ • ��- - LINE "WOCA L7 MONT WAY G G _ 27. 59 J CO 27.59 �MEMEMEME • - • STA. 17+00.99 LINE "WQ " L L3 �==iii---- 1 1 • / 1 -==■C.= -i U MEME LU LU Q Z 00 CHECKED BY: WLI 10 11 LINE "WOE" WINTERCRESS AVENUE SEE SHT. 5 R O�Ljj N 0 " Direction R co - zuUj- - - I =90 - B=18" 1 C=2.0' GRASSLAND AVENUE D=24" L5 14.99 N07° 28'20"W I L Cn I 27.59 LINE "WOCA L7 MONT WAY N00° 41' 10"W SEE SHT. 4 27. 59 J CO 27.59 > �C)W STA. 17+00.99 LINE "WQ " L L3 11 Y U Q LU LU Q Z 00 CHECKED BY: WLI J O O N J J J JJ J 0 (� C\jQ m (0 Y O O C) C> rnNo + O �` + cfl0 oo � O 00-I� - N ROW ++m Q 00 0 0C\j o U 6 Z C/) C/)� - - - a - --- �-> LIQ-¢ Co �O U) A=AnVAI J O J QUa C) B-18" �- D- cn U) cn U) Cn U PRO E R O�Ljj N Line # _ Direction R co - zuUj- - - J ~z =90 - B=18" N89° 18'50"E C=2.0' GRASSLAND AVENUE D=24" L5 14.99 N07° 28'20"W I L Cn I 27.59 LINE "WOCA L7 MONT WAY N00° 41' 10"W SEE SHT. 4 5 v� q-nnng L 221.58 LF OF 24" RCP -1500-D LOAD )bmp =1.47 CFS VMAX = 2.0 FPS 12 13 Line # _ Direction L1 - N60° 41' 10"W LINE VOP 103.07 N00° 41' 10"W :___ 12.58 N89° 18'50"E co GRASSLAND AVENUE ca a>a L5 14.99 N07° 28'20"W L6 27.59 ? L7 7.58 N00° 41' 10"W L8 27. 59 J CO 27.59 > STA. 17+00.99 LINE "WQ " L L3 Y U Q p Q Z CHECKED BY: WLI OU11 O O N J J 8 C\jQ m N O O O+ �U + O �` + 1 oo � O - v ROW B=18" comcg 6 coP C/) C/)� - - - a - --- �-> P ROF-1510 013 -VY A=AnVAI J O J Z Q C) B-18" �- D- J J S 12 - PRO E A=90° __ N89'1 8'5C 66 (0 9 2 Wm - +O m � r D=24" L O m U - CU ¢ Z C3 YA, W W Z Z J = W �> J J L - Q z Q O CD c „ J J Co N O Lq B=18" yy--- O � 11 O M + + - - - - O O O CD~ I� S O + (D *k - _ - � m 2 G 'E 8.34' 1 1 1 U LO 2 - r 1� m . �1 _ �(~ - �� coU M ROW --/m 7 O o Z_ Z w (� 5 1 J Q Z 8 LU ~> 00 r__00 M CO M 14 INSTALL 174.2tLFOF 24" RCP 1500-D LOAD mp = 0.88 VMAX - 7.2 FPS FS OVER SD -0 ) LU S=0.0 mz L INSTALL 64.73 LF OF 24" RCP INSTALL 12.45 LF OF 24" RCP 1350 D LOAD 1350-D LOAD Qbmp = 0.65 CFS VMAX =7.5 FPS IN EM -� IN ME COLLARD AVENUE n 2 STA. 10+26.08 LAT "WQ -1" CL CB#11; W-2.0'; V-3.0' I STA. 17+37.33 LINE "WQB" ^` STA. 10+00.00 LAT "WQB-1 w INSTALL 126.10 LF -OF 2, M1350-D LOAD Qbmp = 0.65 CFS VMAX=4.OM 17 Line # _ Direction L1 - N60° 41' 10"W LINE VOP 103.07 N00° 41' 10"W :___ 12.58 N89° 18'50"E L4 GRASSLAND AVENUE N44° 18'50"E L5 14.99 N07° 28'20"W L6 27.59 SEE SHT. 5 L7 7.58 N00° 41' 10"W L8 27. 59 N00° 41' 10"W INSTALL 64.73 LF OF 24" RCP INSTALL 12.45 LF OF 24" RCP 1350 D LOAD 1350-D LOAD Qbmp = 0.65 CFS VMAX =7.5 FPS IN EM -� IN ME COLLARD AVENUE n 2 STA. 10+26.08 LAT "WQ -1" CL CB#11; W-2.0'; V-3.0' I STA. 17+37.33 LINE "WQB" ^` STA. 10+00.00 LAT "WQB-1 w INSTALL 126.10 LF -OF 2, M1350-D LOAD Qbmp = 0.65 CFS VMAX=4.OM 17 LINE "WQB" TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STA. 10+12.58 LAT "WQB-2" CL CB #10; W=2.0'; V=3.0' STA. 16+37.85 EC STA. 16+20.17 BC STA. 15+97.70 GBn STA.17+39.41 RIM=38.76 - CL MH FS OVER SD 31.56 TC _ CB#8 W=2.0'- -V= 2 A- S CN Nn�� o�80 N N -S=( STA.1 1 I l fillMIN IIIIIIIIIIIIIIIIIIIN ---- f MOM Line Table Line # Length Direction L1 26.08 N60° 41' 10"W LINE VOP 103.07 N00° 41' 10"W L3 12.58 N89° 18'50"E L4 GRASSLAND AVENUE N44° 18'50"E L5 14.99 N07° 28'20"W L6 27.59 SEE SHT. 5 L7 7.58 N00° 41' 10"W L8 27. 59 N00° 41' 10"W L9 27.59 N00° 41' 10"W STA. 17+00.99 LINE "WQ " L L3 DESIGNED BY: S 5 CHECKED BY: WLI STA.10+00.00 LAT "WQ -2" L. M ATSUR EXP. 304 8 1 - B=18" comcg 6 �-> C7 J O J Z Q C) N J J coo Y (0 o 66 O O +O m L O m U - CU ¢ Z YA, J o Q Q L - U c „ 2 B=18" yy--- - _ - - - - - S S _ - _ - 2 G 'E 8.34' 1 1 1 LO 2 - r 1� m . �1 _ - M ROW --/m O o Z_ Z w (� U m � 11 U J Q Z LU ~> J O U') O M O Q O O O U')O O 67 N M N M O+ 00 + + +co Q Q I(n co O m ~ CD 6 Q U U) 9 v~i c~n U 5 (n 1 8 LINE "WQB" TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STA. 10+12.58 LAT "WQB-2" CL CB #10; W=2.0'; V=3.0' STA. 16+37.85 EC STA. 16+20.17 BC STA. 15+97.70 GBn STA.17+39.41 RIM=38.76 - CL MH FS OVER SD 31.56 TC _ CB#8 W=2.0'- -V= 2 A- S CN Nn�� o�80 N N -S=( STA.1 1 I l fillMIN IIIIIIIIIIIIIIIIIIIN ---- f MOM Line Table Line # Length Direction L1 26.08 N60° 41' 10"W L2 103.07 N00° 41' 10"W L3 12.58 N89° 18'50"E L4 36.49 N44° 18'50"E L5 14.99 N07° 28'20"W L6 27.59 N00° 41' 10"W L7 7.58 N00° 41' 10"W L8 27. 59 N00° 41' 10"W L9 27.59 N00° 41' 10"W r _ 1 ' MME MENMEMMEME 9.33 LF OF 1KR 1350-D LOAD Qbmp = 0.36 CFS- VMAX = 7.2 FPS S10 1701374 , A, I 1 Curve Table Curve # Delta Radius Length Tangent C1 045°00'00" 22.50 17.67 9.32 C2 045°00'00" 45.00 35.34 18.64 OV 33.71 TC T CB#9 W=2.0' V= 3.0' -T 5 LF OF 18" RCP ^1 IUD LOAD ^ S = 0.421 iGL (QBMP)- --- ---- MEME =- ,W Ewwom 27.11 TC CB#5 W=2.0' • -- 10 LAT °WQB-7" WATER QUALITY CONSTRUCTION NOTES O INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHT 6 S INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE) SINSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE) O CONSTRUCT STORM DRAIN MANHOLE PER CITY OF FONTANA STD PLAN NO. 3013 O CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD PLAN NO 3010 O CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN NO 3022 O CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD PLAN NO 3026 O INSTALL FLOGARD CATCH BASIN FILTER PER DETAIL SHT 6 S CONSTRUCT MODIFIED JUNCTION STRUCTURE PER PLAN AND PROFILE AND CITY OF FONTANA STD PLAN. NO. 3026 11 CONSTRUCT CONCRETE TRENCH BACKFILL S WOMP17-000004 BENCH MARK: # 6-7 SAN BERNARDINO COUNTY BENCHMARK # 6-7. A BRASS DISK AT THE SOUTHEAST CORNER OF CASA GRANDE AVENUE AND SIERRA AVENUE. ELEVATION: 1739.006' BASIS OF BEARINGS: THE CENTERLINE OF CITRUS AVENUE AS SHOWN ON RECORD OF SURVEY 35/9 TAKEN AS N 01'10'30" W WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. WATER QUALITY MANAGEMENT PLAN REVISION DESCRIPTION DATE ENGR. CITY DATE 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 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. QFtOF ESS/p�yq -<° \_ L. Iw�TF� LZ 3 No. 36637 {r Exp: 06-30-18 J jgTF C / V \ F-CAWENDEL PREPARED UNDER THE SUPERVISION OF: MAD O L E 9302 PITTSBURGH AVE., SUITE 23o RANCHO CUCAMONGA, CA. 91730 PHONE 909.481.6322 gineerin Communities for Life FAX 909.481.6320 b �, DA Z& t� 2017 'PROVED RY: % j 6/8/17 DRAWING N0. 3 5614 6 CITY ENGINEER R.C.E. 51152 DATE DRAWN BY: TS/DM DESIGNED BY: S CHECKED BY: WLI L. M ATSUR EXP. 304 WOMP17-000004 CITY OF FONTANA, CALIFORNIA WATER QUALITY MANAGEMENT PLAN TRACT 19962 SCALE AS SHOWN Q LINE V013" DATE _JAN. 2017 'PROVED RY: % j 6/8/17 DRAWING N0. 3 5614 6 CITY ENGINEER R.C.E. 51152 DATE N O O CY N N I N r