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HomeMy WebLinkAbout1783-3112693 %Tf�AIYy ON 23° Of 4116 Z�. 97 /200.00 ZNl. y2' /104.00 _ go 01 0 ll° 03' x/' x2.00 9o' 20.00' 32.08' 2000' °oma R L 62.00' ® 90° oo' 00" 31.00, T 'OT,4 33 /4 C. P. !¢ '1707,41 Sp .t-j� 7¢ l4 C. ZTA��t 00 r'1 30 58 q.4 y lks "It" 13 10 N APPS T g REE L A eT NE all, �:l�o , 1 T IATEiPAL /fp�/Lc�� (01.00 ' Z�. 97 /200.00 ZNl. y2' /104.00 _ go 1/01. 00' 491?8.04' 38.00 8.2�) x2.00 9o' 20.00' 32.08' 2000' °oma R L '1707,41 Sp .t-j� 7¢ l4 C. ZTA��t 00 r'1 30 58 q.4 y lks "It" 13 10 N APPS T g REE L A eT NE all, �:l�o , 1 T IATEiPAL /fp�/Lc�� ..� CATCH BAST No. 2 v u J r� r1 J J `1- U, 1 —' J 1" v ^ N W m� t;� O � o AY13REAK LANE .... ........... BENCH MARK CATCH BASIN No. 3 L — — — — RR SPIKE ON PP 674320E AT 6X -Qf - SAG lfp'I/E/f4f GUlrj3 THS INTERSECTION OF JURUPA AVE. AND MULBERRY AVE. /IG.IZ' Gl1R� CU�i/�' TOTA•L b 47° 4Z'SZ" 3000 Z¢. JS' /3.27' � !8'�AT�iPAG g10rPN l�if'AIN ELEV. 918.40 CURB CURIE• aC.R TD e.C. ; N 4,' M Z2. SO' /S.2¢ 9 G�' ¢ 34 "AWN STD/P/Y P9,41N BC. Td e r.0 f:= /I#. 38 ks U1 43 0 32 ?Z• 50 ' C JZ - pE -SAC OUTS/DE CUXg © ¢7 ° 5y' �8" 22 50' 2067 GUL - D2 - sAC lfe vexoif CL//fe O lZ ° 02/ ZS" /COI. 8D' 0 °oma o� �70 0,9'23" 62.00' 1fa06)' CLIM Willi V 31.00, T COMMENTS 0 O R ..� CATCH BAST No. 2 v u J r� r1 J J `1- U, 1 —' J 1" v ^ N W m� t;� O � o AY13REAK LANE .... ........... BENCH MARK CATCH BASIN No. 3 L — — — — RR SPIKE ON PP 674320E AT 6X -Qf - SAG lfp'I/E/f4f GUlrj3 THS INTERSECTION OF JURUPA AVE. AND MULBERRY AVE. /IG.IZ' Gl1R� CU�i/�' TOTA•L b 47° 4Z'SZ" 3000 Z¢. JS' /3.27' � !8'�AT�iPAG g10rPN l�if'AIN ELEV. 918.40 CURB CURIE• aC.R TD e.C. ; N 4,' M Z2. SO' /S.2¢ 9 G�' ¢ 34 "AWN STD/P/Y P9,41N BC. Td e r.0 f:= /I#. 38 ¢ COW 7-07AL U1 43 0 32 ?Z• 50 ' C JZ - pE -SAC OUTS/DE CUXg © ¢7 ° 5y' �8" 22 50' 2067 GUL - D2 - sAC lfe vexoif CL//fe O lZ ° 02/ ZS" /COI. 8D' zo. 68 60R,5 RrrTIJIM 0 �70 0,9'23" 62.00' 1fa06)' CLIM Willi V 31.00, T COMMENTS 0 O R CURVE DATA 1710 A. 99 'C Z17 1714I1V fWIV11 i/RA/N e MN. /4 6;.C. /8.82' !D oo' ¢ �9' MAIN !9 01rR pfA'/N 9¢.00 /7 06' t (/rOINN GINS' 9/. 43' 27 Ole' GUC -JJf • SAG IfeV lf*f- CUIVO l0 5 9�.' C Ul -of -SAC 00 Woe C,U1I,O L T COMMENTS REV. I DATE IENRF S I DESCRIPTION 17 44 e 11 J� Q j 14 00' 3Za � l - 3� )0' 41.00' 9 A .`� I A 9 42.00' 31.68' -s C� CONSTRUCTION NOTES: 1O CONSTRUCT 3" A.C. OVER 12" COMPACTED , ►V. C1J NATIVE SOIL 1I�Nl 26 �� I °h 9 8 o,�� 0 0 0'q 00 G ti� 3 � 2O CONSTRUCT CONCRETE CURB AND GUTTER (6" C,F.) �t]D� �0 C� ��,00PER CITY OF FONTANA STANDARD DETAIL 101 CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL % / O PER CITY OF FONTANA STANDARD DETAIL 104: I4 7 /8 /8 2 do .,, 71 6O CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH see 91IEE 7 0 AND LOCATION PER PLAN. (QUANTITY EXCLUDES RIDGECREST DRIVE DRIVEWAY APPROACHES) - r �� �' r I\I D ,0. ADJUST MANHOLE COVERS TO GRADE PER DETAIL 109. aCONSTRUCT RAMPED CURB RETURN PER FONTANA STANDARD DETAIL 104 A. Q�QFESS/®� 10 CONSTRUCT CATCH BASIN NO. 2 PER C. 11�(�L.A.C.F.C.D. DWG NO. 2-D162. CONSTRUCT CATCH BASIN NO. 3 PER co Z L.A.C.F.C.D. DWG NO. 2-D163. LLj NO. RCE 40982 m ;0 CONSTRUCT J.$. NO. 2 PER L.A.C.F.C.D. DWG EXP. ����w�1 NO. 2-D112. CIV113 CONSTRUCT 18" R.C.P. CLASS IV �- ��P OF -0 14 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DET. 102 Musser Engineering Consultants Inc. CITY OF " FONTANA , CALIFORNIA ► 9 9 cid -2698 MATARO STREET (818) 56 8 -2465 PUBLIC WORKS DEPARTMENT PASADENA, CALIFORNIA 91 107 Drown by : SOUTHRIDGE -VILLAGE Scale:1 „r 4Q, Approved : PA /rl� ^404 i A6 ff Designed by:,TRACTS NO. 14027-1114027 Date: GEORGE MUSSER R.C.E. 40982 D018 ZK STREET IMPROVEMENT f3LANS I11718) Checked by :` LwIC. Dwq. No. DATE �SSaG . Approved : Gv. t t/-t� �2 3 �� V183 3 5 INTERIM CITY ENGINEER R.C.E. M26' m .......... e 11 J� Q j 14 00' 3Za � l - 3� )0' 41.00' 9 A .`� I A 9 42.00' 31.68' -s C� CONSTRUCTION NOTES: 1O CONSTRUCT 3" A.C. OVER 12" COMPACTED , ►V. C1J NATIVE SOIL 1I�Nl 26 �� I °h 9 8 o,�� 0 0 0'q 00 G ti� 3 � 2O CONSTRUCT CONCRETE CURB AND GUTTER (6" C,F.) �t]D� �0 C� ��,00PER CITY OF FONTANA STANDARD DETAIL 101 CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL % / O PER CITY OF FONTANA STANDARD DETAIL 104: I4 7 /8 /8 2 do .,, 71 6O CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH see 91IEE 7 0 AND LOCATION PER PLAN. (QUANTITY EXCLUDES RIDGECREST DRIVE DRIVEWAY APPROACHES) - r �� �' r I\I D ,0. ADJUST MANHOLE COVERS TO GRADE PER DETAIL 109. aCONSTRUCT RAMPED CURB RETURN PER FONTANA STANDARD DETAIL 104 A. Q�QFESS/®� 10 CONSTRUCT CATCH BASIN NO. 2 PER C. 11�(�L.A.C.F.C.D. DWG NO. 2-D162. CONSTRUCT CATCH BASIN NO. 3 PER co Z L.A.C.F.C.D. DWG NO. 2-D163. LLj NO. RCE 40982 m ;0 CONSTRUCT J.$. NO. 2 PER L.A.C.F.C.D. DWG EXP. ����w�1 NO. 2-D112. CIV113 CONSTRUCT 18" R.C.P. CLASS IV �- ��P OF -0 14 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DET. 102 Musser Engineering Consultants Inc. CITY OF " FONTANA , CALIFORNIA ► 9 9 cid -2698 MATARO STREET (818) 56 8 -2465 PUBLIC WORKS DEPARTMENT PASADENA, CALIFORNIA 91 107 Drown by : SOUTHRIDGE -VILLAGE Scale:1 „r 4Q, Approved : PA /rl� ^404 i A6 ff Designed by:,TRACTS NO. 14027-1114027 Date: GEORGE MUSSER R.C.E. 40982 D018 ZK STREET IMPROVEMENT f3LANS I11718) Checked by :` LwIC. Dwq. No. DATE �SSaG . Approved : Gv. t t/-t� �2 3 �� V183 3 5 INTERIM CITY ENGINEER R.C.E. M26' m