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HomeMy WebLinkAbout1889-31 !693 2 �STREET CURVE DATA 0_d=35'23'611- R=200.00' L=123.52' T=63.80' 3 10+20.49 B. C. 11+44. 01 CASCADA COURT N 64° 18' 07" E (RAD.) 10+04.98 CASCADA COURT =27+66.84 WILLOW DRIVE CL. MH. N0. 3 N45' 20' 42"E (RAD) oZ❑ SCA LE.• 1" = 40' CONSTRUCTION NOTES INSTALL STANDARD MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112. OINSTALL TERMINAL MANHOLE PER CITY OF FONTANA STD, 112 & 114 CASE VI OINSTALL 8" VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS. ®INSTALL 4" SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL 125. (SEE GEN. NOTES N0.14 ) 0 .INSTALL TEMPORARY CLEANOUT PER CITY OF FONTANA 5TANDARD DETAIL 128 WATER LINE LOCATION 14+02.01 CASCADA COURT CL. MH. NO. 6 B �, SEWER CURVE DATA d =38' 57' 26" R=200.00' L=135. 99' T=70. 74' COURT THE WATER LINE LOCATIONS AS SHOWN HEREON ARE BASED ON OUR UNDERSTANDING OF THE INTENDED LOCATIONS ONLY. CONTRACTOR SHOULD VERITY ALL WATER SYSTEM COMPONENTS PER PLANS BY FONTANA WATER COMPANY DATED MH NO. \� G a RUS AVENUE a J W CI IMPROVEMENTS Cn EXISTING wI3�� 2' � II \ 10'•I I z IU 60+45.28 B. jII lI ti � I IN5 ' S J7 -191!w 1 ' r is W� zz a> J ¢ W � U W Z H W U o l-- M LL z � U U C:) 0 C3 + rn C) u) II F--r-It- 47'- 131 ---� 34' _+�L 43' p�0 1 SGP�� WILLOW D SE RIVE E SHEE T 2 FLORENCE LANE, w 0 O J U 00 CY) rn rn N 11 W ?w Q: > oCY- W o Z a o a J z o 4 U U cy_ W 4 50 25' 25' ala 40 SCALE: 1 C) 15 14 13 /3153 2'nrl wzY PL. 1S - o e 21 .� 0 ,�, Z m la F1, BENCH MARK R. R. SPIKE ON PP #674320 E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY AVENUE ELEV. 918.40 11 13_� 84 21 t-- o 10 /3 fol 20 51 9 / 2 tSo 19 //t56 23 8 I •1 18 22 7 Qj 17 /2 f 5Co 21 1 /01160 6 7-8-93 16 13 0 C LOT N0. I "AS BUILT" STA. LOT NO. "AS BUILT" STA. LOT NO. "AS BUILT" STA. TRACT NO. 14243-1 13 TRACT NO. 14243-2 J Z ~' "AS BUILT" SEWER LATERAL LOCATIONS 11+44. 01 CASCADA COURT N 64° 18' 07" E (RAD.) 10+04.98 CASCADA COURT =27+66.84 WILLOW DRIVE CL. MH. N0. 3 N45' 20' 42"E (RAD) oZ❑ SCA LE.• 1" = 40' CONSTRUCTION NOTES INSTALL STANDARD MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112. OINSTALL TERMINAL MANHOLE PER CITY OF FONTANA STD, 112 & 114 CASE VI OINSTALL 8" VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS. ®INSTALL 4" SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL 125. (SEE GEN. NOTES N0.14 ) 0 .INSTALL TEMPORARY CLEANOUT PER CITY OF FONTANA 5TANDARD DETAIL 128 WATER LINE LOCATION 14+02.01 CASCADA COURT CL. MH. NO. 6 B �, SEWER CURVE DATA d =38' 57' 26" R=200.00' L=135. 99' T=70. 74' COURT THE WATER LINE LOCATIONS AS SHOWN HEREON ARE BASED ON OUR UNDERSTANDING OF THE INTENDED LOCATIONS ONLY. CONTRACTOR SHOULD VERITY ALL WATER SYSTEM COMPONENTS PER PLANS BY FONTANA WATER COMPANY DATED MH NO. \� G a RUS AVENUE a J W CI IMPROVEMENTS Cn EXISTING wI3�� 2' � II \ 10'•I I z IU 60+45.28 B. jII lI ti � I IN5 ' S J7 -191!w 1 ' r is W� zz a> J ¢ W � U W Z H W U o l-- M LL z � U U C:) 0 C3 + rn C) u) II F--r-It- 47'- 131 ---� 34' _+�L 43' p�0 1 SGP�� WILLOW D SE RIVE E SHEE T 2 FLORENCE LANE, w 0 O J U 00 CY) rn rn N 11 W ?w Q: > oCY- W o Z a o a J z o 4 U U cy_ W 4 50 25' 25' ala 40 SCALE: 1 C) ,� 18' 1S - o e 21 .� 0 ,�, Z m W.00 10 BENCH MARK R. R. SPIKE ON PP #674320 E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY AVENUE ELEV. 918.40 t-- o z 13 51 N I •1 10' CY- N + Qj I . 6O' © 7-8-93 d- QO N ti' d� cr N 11+3� . 22 00 3 '.; , 91. 70 .� 13 DESCRIPTION J Z ~' � N E2 INSTALL TEMPORARY U-) o 23 22 �- M CLEAN OU T PER CITY OF FONTANA �--� I o M I co ��i-- STD. DETAIL 128 1 0_-- 4 4 __ N9'27'55"E Z 10+05.31 ALPINE DRIVE -21+38.32 WILLOW DRIVE WILLOW DRIVE 1 CL. MH. NO. 1 SEE SHEET 2 FUTURE IMPROVEMENTS 2 W.00 10 BENCH MARK R. R. SPIKE ON PP #674320 E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY AVENUE ELEV. 918.40 _ Drawn by PH Qj I I © 7-8-93 d- QO N ti' d� cr N 11+3� . 22 TR. BNDRY. L REV. ,' 13 DESCRIPTION J Z ~' N N E2 INSTALL TEMPORARY U-) o 23 22 �- M CLEAN OU T PER CITY OF FONTANA �--� I o M I co STD. DETAIL 128 1 4 4 Z 10+05.31 ALPINE DRIVE -21+38.32 WILLOW DRIVE WILLOW DRIVE 1 CL. MH. NO. 1 SEE SHEET 2 ALPINE- DRIVE - r� GRAPHIC SCALE 120 160 ��AS BU I LT 11 CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT ' Scale SOUTHRIDGE VILLAGE' " 1"- 40' TRACTS 14243-1 AND 14243-2 Date: SEWER IMPROVEMENT PLANS - EZG 4/� �*I Dwq. No, 3 Approved : 18 /3 CITY ENGINEER R.C.E. 25120 MusserEngineering Consultants Inc. 2698 MATARO STREET (818) 568-2465 PASADENA, CALIFORNIA 91107 Approved : /t G 8 GEORG MUSSER R.C.E. 40982 Date BENCH MARK R. R. SPIKE ON PP #674320 E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY AVENUE ELEV. 918.40 _ Drawn by PH Desi Designed by 9 ZK © 7-8-93 �•M • ADDED 'A5 QU/L T" S�`VER e 7 RAZ ZOCA T/JAY, AXP I RAT I ON DATE: 3/31 /91 Checked by I/U�C�13 REV. DATE ENG. APR DESCRIPTION DATE C y APP. DRIVE - r� GRAPHIC SCALE 120 160 ��AS BU I LT 11 CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT ' Scale SOUTHRIDGE VILLAGE' " 1"- 40' TRACTS 14243-1 AND 14243-2 Date: SEWER IMPROVEMENT PLANS - EZG 4/� �*I Dwq. No, 3 Approved : 18 /3 CITY ENGINEER R.C.E. 25120