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HomeMy WebLinkAbout2899-113 a a I 0 BACKFLOW MODIFIED DESIGN "AS BUILT" PREVENTER WYE 0+00.00 DAYLILLY ST. 0 0o.. . 6+56 - ,b 152 r J 153 __. __ ...:........... . ____. :.__. ____ t 1111..... _. 1111.. _. . . ........._... - __. _ .1111.. 8" SEWER(V.C.P.) I 1111 158 _. 1111.. ._._...... ..___ Z- } ____. .__.--. -1 11.11-.. : =1+78.01 (E'LY) MH N0.25 162 0+80.75 EUCALYPTUS S T 8" WTR .. .... ..... ....... .. ....... 1111. , 1111 39 MH N0.26 1111 ........... ,... ........ .. 11-1.1 ,... ...... ........_ � -.........- {F> "" .......... ....... ,. .111.1...... ..--_. 1111... 1111. _1111 ..... ..... _11.11 1111.. . 111.1 ... 1111.. 1111. ........ _ ... _ J ___. :_1111... __- 1111.. ___ �....... : _....... , 1111. . .r.. J 1111... 1111._. 1111 _ ............ ___. 1111 ____.. _.. . _... ___ _1. 1.1_1.. 292 291 290 289 ( j 288 287 286 285 I, I - -J 2+30., 0 1111 J�--� .......... ........ ........ 1111 1111. 1111.. ,1111. .._......... �._.._ .. ,.. 1111.._ 1111. 1111. ....> J J :1111.. ........ 1111 1111.. 1111 1111... _1111.. 1111 1111. 1111 ___ 1111 ........ .. Q N........ 32 T P. ;, Q W 0... OWN 5' W'LY OF 31 r) I 6 PROPOS D FS 1 00 o ao 0+75.82 8 WR. 11 1.2+91.02 4" SD X-ING PROPOSED FS SWR. o._ +��._O�g N 18" RCP SD • 1111..._ (� CENTE LINE o a1...... ........ +o + .... ..... ...... ..... _.. ........ CENTERL I NE _ 18" SD X -IN �� _1111. , _ o n n sa! __ ,, I _�, I 1052 " :� , / � -1 .... ....... I ....... 1.11, I ­ ­ ... � ..... � ............ ­ ... 11.11, LZ .......... ---..[ _ RT .. ............. .. ....... - :- _: tfi ___ _._ - - - I , � I.... I - 71 I .... _... -- , 7 / �11 ......... ......... �-- 1i1. . � - EXISTING SURFACE - - ­ - F *Pt - Ij - 154 - - - - .. - `2� \ C4 CENTERLINE v - �J �D`b' _ _ �, ll �� . _. I :_ M �._ _ .11fr r Zp I �T FF I <. , _. . FT - ... I C Ge �h..III�I . . PROP. 24" S Q 1111 _ INS p2 %% 11. , - ' / 1045 0 . I . UL \ � L tiF' i IIIIIII - - .:. . I N -- lti I " - _ _1111_ .......... ..... ......... ...... .._ . . .11.11.. ....... -;�� _ 111.1 . _, "I 11, t ,1111. l ......... ......... _ - - - . - - - - .` 165 --- - -, _ --- 20' 20' _ � 24" RCP SD 8' PVC WATER 18" RCP SD CATCH BASIN (TYP.) TY 32 P "- - __ FH (TYP.) .......... ........ ........ .... ' ......... ...... EXISTING._SURFflE 32 TYP. 1" WATER SERVIGE(TYP.) I ® CENTERL I_NE 14G_- _ 1„ WATERERVICE(TYP.) 4 - _ 111 11 J . ........ S 163 162 161 ..... SWR. SMT. To T CITY 160 ; 159 158 157 156 155 ............... __ 151 150 \\ O© _ 164 OF FONTANA ........., . SI (40' -EASEMENT) . � , SEE SHEET 12 ) 30 - 1-1 _, _ _ I, 9 S=(, 1. 0040 (, .; ® I. ...... ....... . S, , . 7... p� QpEEss/ p,�, DAYLILLY STREET; TR. 16074 DAYLILLY STREET; TR. 16074 ���o�,�w c. �Fy) 69 .� PROF S LE 1p2a .. ._.... .... .. .............. ._ 225 _70 L,F.... .. o)�w� �N� �( N, I L), 36 .30 L..F. .. HORIZ: 11; 40' ' VERT: 1 4' 8 EXTRA STRENGTH V . C . P . SEWER 8" EXTRA 'STR NGTH V . C . P . SEWER 2 1 0 1 2 3 a a I 0 BACKFLOW MODIFIED DESIGN "AS BUILT" PREVENTER WYE 0+00.00 DAYLILLY ST. 0 0o.. . 6+56 r7 z ,b 152 `� 153 co � 154 4+12 40 =0+00.00 DAYLILLY ST (S'LY.) 156 .G. 8„ 8":EXTRA S:.TRENGTH V.C;P. 4 5 EXISTING CENTERLI Y'u ) I 'L I-1 *I 7 :::::, ?' SCAB 1"-40 40 0 40 80 120 r iIIT5Fir_ . JIL- - - - 4 GRAPHIC SCALE LOT NO. BACKFLOW MODIFIED DESIGN "AS BUILT" PREVENTER WYE 0+00.00 DAYLILLY ST. (N'LY) 150 6+56 151 5+93 152 5+33 153 PEAR ST 154 4+12 40 =0+00.00 DAYLILLY ST (S'LY.) 156 2+93 8" SEWER(V.C.P.) I 31 158 3+69.30 159 7+05.26 DAYLILLY ST. SEE SHEET 10 167 161 =1+78.01 (E'LY) MH N0.25 162 0+80.75 EUCALYPTUS S T 8" WTR X- I NG 8" SWR 5' W'LY OF 3+57.14 18" SD X- I NG 8" SWR 39 MH N0.26 39 0+00.00 PEAR ST. 156 168 . . . MH N0.27 I I ,, 169 1.1 17O 171 SEE SHEET 8 293 292 291 290 289 ( j 288 287 286 285 I, I - -J 2+30., 0 8" SEWER(V.C.P.) / 32 T P. ;, 34 MH Nb,.24 5' W'LY OF 31 r) !� 166 -I 1 0+75.82 8 WR. 11 1.2+91.02 4" SD X-ING 8' SWR. 18" RCP SD 1" WATER SERVICE(tYP.) : ; I 157 _ 18" SD X -IN , ,, I _�, I " :� , / � -1 .... ....... I ....... 1.11, I ­ ­ ... � ..... � ............ ­ ... 11.11, __7 ---..[ _ �I f - __ - :- _: tfi ___ _._ - - - I , � I.... I 71 I .... -- , 7 / �11 ......... ......... �-- 1i1. . � - 11- - - ­ - F - - - Ij - - - .. - `2� - - v - 1 .; - I - �, ll - I M .11fr r I �T FF I I . FT - I _M FT %% 11. , - ' / . I . UL \ � L - - .:. _ F I " - 8 _ o _, "I 11, t ......... _ - - - . - - - - .` 165 --- - -, _ --- 20' 20' _ � 24" RCP SD 8' PVC WATER 18" RCP SD CATCH BASIN (TYP.) TY 32 P "- - __ FH (TYP.) = _ _,_ g" PVC WATER ' _ % -_- -1,5�I 32 TYP. 1" WATER SERVIGE(TYP.) I _ 1„ WATERERVICE(TYP.) 4 J . r" 163 162 161 SWR. SMT. To T CITY 160 ; 159 158 157 156 155 154 153 j 152 151 150 _ 149 164 OF FONTANA (40' -EASEMENT) � , SEE SHEET 12 1-1 _, A LILLY (, .; ® QpEEss/ p,�, DAYLILLY STREET; TR. 16074 DAYLILLY STREET; TR. 16074 ���o�,�w c. �Fy) :::::, ?' SCAB 1"-40 40 0 40 80 120 r iIIT5Fir_ . JIL- - - - 4 GRAPHIC SCALE LOT NO. BACKFLOW MODIFIED DESIGN "AS BUILT" PREVENTER WYE 149 6+92 150 6+56 151 5+93 152 5+33 153 4+73 154 4+12 155 3+48 156 2+93 157 2+33 158 1+73 159 1+14 160 0+43 161 0+48 162 1+08 163 1+68 164 2+25 LOT NO. BACKFLOW MODIFIED DESIGN "AS BUILT" PREVENTER WYE 165 2+27 166 2+20 167 2+12 168 1+74 169 1+14 170 0+56 171 0+12 285 6+36 286 5+71 287 5+08 288 4+46 289 3+75 290 3+18 291 2+61 292 1+98 293 1+32 REV. I REVISION DESCRIPTION 0 1) ' R �f-ofD DRA W IN DIAL �!!l TW❑ W❑RKING BEFORE llll� DAYS BEF❑RE YOU DIG Y❑U DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGR❑UND SERVICE ALERT SEWER CENTERLINE DATA DELTA/BRG RADIUS LENGTH REMARK 1 N00°31'00"W -- 230.70' -- 2 N00°31'00"W -- 369.30' -- 3 N00°31'00"W -- 335.96' -- RECOR© RAWI G ui No. 63494 " _ Exp. Sept. 30, 2001 It s ll, �� ENGINEER: 1 `'IZ� l CIV► � grEOF CA� (SIGNATURE) (DATE) SEWER CONSTRUCTION NOTES 31 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER LINE 32 INSTALL 4" SEWER LATERAL &RESIDENTIAL CLEAN-OUT (COF 125) 34 INSTALL 48" I.D. CUL-DE-SAC MANHOLE (COF-112 & 114) 39 INSTALL 60" I.D. EXTRA -DEPTH MANHOLE (COF-112) 40 INSTALL 72" I.D. EXTRA -DEPTH MANHOLE (COF-111) DATE ENGR CITY DATE BENCH MARK: PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA << SHOULD CONSTRUCT I ON � THE REQUIRED Q�p F E S S ION IMPROVEMENTS NOT COMMENCE WITHIN TWO 9l SEWER PLANS FOR L = 1077.40 YEARS OF THE DATE APPROVAL SHOWN ���� ���� A. /- PR -/_ 27555 YNEZ ROAD, SUITE 400 TRACT 16074 CHISELED BOX IN EASTERLY TOP �y z HEREON AND CARRIED FORTH INA m TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: DAYLILLY STREET (SOUTH) SCALE: CURB, TAMARIND AVE.; 60' SOUTH STA: 0+00.00 TO TA: 2+30.70 AS SHOWN OF TAMARIND CT., 500' SOUTH OF DILIGENT MANNER, THE CITY ENGII ER No.43090 � CONSULTING 909.676.8042 ■ FAX 909.676.7240 - www.RBF.com oRR EXP. 3/3,/oa DAYLILLY ST IET (NORTH) JOB NUMBER SLOVER MAY REQUIRE REVISIONS TO THE PLANS TO * DESIGNED BY: .__-.� ST : 0+00.00 0 : 7+05.26 15-100187 BRING THEM INTO CONF�MANCE WITH s�9 j � � v I � Q��`� � oRR 1F APP OVED BY• DRAWING N0. 11 CONDITIONS AND STANDARDS IN EFFECT. F of C NL DATE: 'LL pa CHECKED BY: /1/,f -7/0t> MICHAEL A. TYL AN RCE NO. 43090 EXP. 3-31-04 MAT A TING CITY ENGINEER R.C.E. 51152 DATE: 2g 20 E Q 0 0 N CD 0 0 c U) r - i >_ J 0 3 0 co 0 0 i Q Q d so 0