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HomeMy WebLinkAbout1337-34 'S /0 -� 58.09 /3. C. 10-k00-00 SVZANNE OR. = 39"-5''419$' Loma VIEW OR. 1 � N� 0 k N� 8 �� 9 5x) A Ep\ o �P J\ 2 4 S l0 4 58.0 9 8. C. 8 18 G 0 /0 � 05.00 FIELD STONE 0R. " LONG VIEW OR. ONG G 5Nc' M. H. 4 1 // 4 4 7.73 B.C. /2 f 66.90 OR. 17443-87 WOOD CREST DR. q. v N� z 50' 25, 7, 25 IS 18 S' J 00 �N 11"-4773 PR.0 � M H. 5 10-t 94.54 E.C. e4 �' 17 16 [--Awp A v . .14 N. 43 °30,00"E. II - 3 olNl'°I` loam 2 x5� ti's 14 15 / I& &%f t*%�p 0"m- 18 19 r IR rl-\ r l6 f 50, 45 13, C. -� \a. 12 13 z1 2e 0 22 17+73.40 PR -C- M. H. 7 17f73-46 p R. C. 2 � 14/8 io 1-9-A31-98 E.C. 20 f /d . 9Z SlJZ A A/NE O R . � = 15f 23.44 ROCI<RIDGE Dif, it 'j -j -4 -j25 \ /2 f 94. 54 E, 0. 14 f 50.00 /� f 50.45 I3. C. A4 6 (% �� /9+3/.98 E.C. DRIVE F 46+1 sy 20 4 / 7.. o/ sVz,4NNf . - DR. 5 /5 f 17.38 ROCKR/00E DR L SEWER L.ArE AL LOCATIONS TIFAC" NO. 13,2(09--3 LoTNo. DESIGN STA. 'AS BU I LT" STA. L07No- DESIGN STA. 'AS BU I LT" STA. 1 /3 4.46 G 7 /Z 75 7 ° 55'00 " 2 14 fDS D 8 /Z -34 42°03'28" 3 14 t58 A 9 HY-84 /55' /58.52' 80.97 3 77 0 TOTAL CURVE_ 4 14-t36 15 16+14 5 i 3 t 78 25 194-54 /50' /53.40' 84./7' M.H. 7 TO E.C. 6 /3/-23 l6 15+0 1 // 4 4 7.73 B.C. /2 f 66.90 OR. 17443-87 WOOD CREST DR. q. v N� z 50' 25, 7, 25 IS 18 S' J 00 �N 11"-4773 PR.0 � M H. 5 10-t 94.54 E.C. e4 �' 17 16 [--Awp A v . .14 N. 43 °30,00"E. II - 3 olNl'°I` loam 2 x5� ti's 14 15 / I& &%f t*%�p 0"m- 18 19 r IR rl-\ r l6 f 50, 45 13, C. -� \a. 12 13 z1 2e 0 22 17+73.40 PR -C- M. H. 7 17f73-46 p R. C. 2 � 14/8 io 1-9-A31-98 E.C. 20 f /d . 9Z SlJZ A A/NE O R . � = 15f 23.44 ROCI<RIDGE Dif, it 'j -j -4 -j25 \ /2 f 94. 54 E, 0. 14 f 50.00 /� f 50.45 I3. C. A4 6 (% �� /9+3/.98 E.C. DRIVE F 46+1 sy 20 4 / 7.. o/ sVz,4NNf . - DR. 5 /5 f 17.38 ROCKR/00E DR L /f tJ 58°35'¢5'' .Z 58°35'45" H /4005145" G 140o5145" F 7 ° 55'00 " E 34 *08'28" D 42003'28"_ C 42°03'28" ,B 25040'5/" A 25040'51" /55' /58.52' 80.97 3 77 0 TOTAL CURVE_ SEWER LATERAL, L,OCATIONs TRACT No. 13262-2 S LoAo, DESIGN STA. 'AS 6U icr"STA. Lar No. DESIGN STA. "AS BUu"sm LOTNO, DESIGN STA. 'AS BUILT"STA. LoT No DE5IGNSTA. ''AS �iU1LT'ST,q 7 22)-f91 12 17+-95 17 15t02 2z 17+30 8 )9+SD 1 /3 17+43 /8 I5 -t/6 3 1748.0 M. H 8 I 7 9 I9+Z5 14 16"-7.2 19 15+68 Z4 18I- 39 /55' /58.52' 80.97 3 77 0 TOTAL CURVE_ l0 18+87- 15 16+14 20 16*46 25 194-54 /50' /53.40' 84./7' M.H. 7 TO E.C. // 1 S*34 l6 15+0 2/ 16-177m-/30ftS 5001 /23.0/ 6/ 82 ST 1� To74L OUR VE -MCCUTCHAN CO., INC. - 265 N. SAN GABRIEL BLVD. (818) 795-5162 PASADENA CALIFORNIA 91107 Approved . 'GERALD E. TUTT R.C. E. °14375 Dat a CITY OF FONTANA CALIFORNIA ' 505' /24.24' 62.44' 8.0.. TO My 7 200' 27 63' /.9.84' ST 0— /NT' TO E.C. PUBLIC WORKS DEPARTMENT 200' 119, /8' 6/ 42' ST 0 /3.0. 7-0 INT. 200' 146.81' 769.89' ST, 0- TOTAL. CURVE Drawn Dby WRK SOUTHRIDGE VILLAGE TRACT N0. 13262- 2 & 13262_ 3 SEWER JMPROVEMENT PLANS s�a1e: I"= 40' 195' 143./4' 741.97' M.H. 5 TO EC. roc cu,4VE 200; 89.6?4' 46' 59' sr. r,4 205 91.88 "46,73' 13, C. TO M. H. 5 REV. DATE DESCRIPTION APP. Designed by: WRK Date: o�/2s18'6 R L T COMMENTS Checked by :,�� JOT J. Approved : : CITY ENGINEER R.C.E.18932 Dwq. No. /33% 3 6 CURVE DATA