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HomeMy WebLinkAbout3043-5Z e A +-j W CL INT NN 13+24.03 CHANTEL DRIVE 2i N i=10+00.00 ISABEL LANE \ g� 150 I 149 I 148 I 147 ( 146 I145g I /144 1 143 1 67 1 68 r Emma © E AL -M&- :• 159 NNS R GUTTER - F- - - - - -5' PUE i.] N H N 00 CL MIT 15+98.05 CHANTEL DRIVE =10+00.00 JEANETTE DRIVE 1 70 1 71 {s 5' PUE (TYP) UM oral MM 7 u. err u, 161 4 ISARFI I ANF 1& INSTALL e' ExTRA STRENGTH VCP SEAR a- CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY SID DETAILS 109 AND 112 3a- INSTALL 4' DORA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 CONSTRUCT SE1IER LATERAL CROSSING PER DETAIL ON SHT 8 AND PER APWA SID PLAN 223-1 CASE D ON SHT 11 6a- BACIIII PREIIENTOR (ID BE INSTALLED NTH PRECISE GRADING) J PI - n� • �®il!,tn" � � 6 8 ro 120 121 aeLO RD DRAWING" JEANETTE DRIVE SEE SHEET 9 y No. 310H A* Exp.12(31 >�cl/V% ILP \tel FOF rA�1E 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. U m SEE SHEET -10+00.00 0 0P SEWER 2 LEGEND INV AT CROSSING INV AT PL SEWER LATERALS FIX STATION 1503.47 SEWER LATERALS LOCATION BY STATION LOT NO. DES G STA. ItAs IMT09gA.REMARKS 149297 LOT No. DESIGN STA. 11AS MT&P ST& REMARKS 67 15+07.51 L 15 +0-1 L CHANIEL DRIVE 122 17+81.81 R + 6 1 R CHANTEL DRIVE 68 15+37.51 L 15 t •> L CHANIEL DRIVE 123 18+90.11 R 8 -Ar 9O P- CHANTEL DRIVE 69 16+2201 L I G -} 25 L CHANT& DRIVE 124 19+16.11 R 19 -4-1(0 R. CHANTEL DRIVE 70 16+63.01 L I ` -�- G L CHANT& DRIVE 143 14+17.51 L 14 4 11 CHANTEL DRIVE 71 17+47.51 L 1-7 4-''1 L CHAN1E1- DRIVE 144 13+87.51 L 13-t- el L CHANTEL DRIVE 72 17+77.51 L 1... CHANT& DRIVE 145 12+97.51 L 12 + 04MITEL DRIVE 73 18+56.17 L l 8 + L CHANIEI DRIVE 146 12+64.67 L 12 t CHANTEL DRIVE 74 18+86.18 L 16 t 84- L- CHANTEL DRIVE 147 11+77.51 L 1 1 -+ -19 L CHANTEL DRIVE 75 19+65.39 L 10) + (0 5 L- CHANTEL DRIVE 148 11+47.51 L 1.14-4-1 L CHANTEL DRIVE 75 19+95.39 L 1 + c) Z L CHANTEL DRIVE 149 10+53.38 L 10 + 3 CHANTEL DRIVE 77 20+75.44 L 2 o -}-15 L CHANTEL DRIVE 150 10+04.35 L 10 4 10) CHANTEL DRIVE 78 21+05.33 L -2 -1- 00 L. CHAN73. DRIVE 158 10+65.65 R 1 O + Co S 9C CHANTEL DRIVE 79 21+09.33 L Z1+04) L CHANTEL DRIVE 159 11+5244 R l 1-1•• 50 iz CHANTEL DRIVE 120 16+66.01 R 'G -I- piANTEL DRIVE 160 11+82.44 R I I -t-E3Z g- CHANTEL DRIVE 121 17+41.84 R tT + 4-6 IZ 04MTEL DRIVE 161 12+R.67 R l z + C09 iz CHANTEL DRIVE 1& INSTALL e' ExTRA STRENGTH VCP SEAR a- CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY SID DETAILS 109 AND 112 3a- INSTALL 4' DORA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 CONSTRUCT SE1IER LATERAL CROSSING PER DETAIL ON SHT 8 AND PER APWA SID PLAN 223-1 CASE D ON SHT 11 6a- BACIIII PREIIENTOR (ID BE INSTALLED NTH PRECISE GRADING) J PI - n� • �®il!,tn" � � 6 8 ro 120 121 aeLO RD DRAWING" JEANETTE DRIVE SEE SHEET 9 y No. 310H A* Exp.12(31 >�cl/V% ILP \tel FOF rA�1E 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. U m SEWER LATERAL CROSSINGS 0 SEWER 2 LEGEND INV AT CROSSING INV AT PL BOTTOM OF PIPE AT CROSSING 120 1496.45 1503.47 fo 10 BC BEGIN CURVE 1497.93 1504.47 Go CL CENTERLINE N 149297 n MH MANHOLE 1488.12 72 `- INT INTERSECTION R/W RIGHT OF WAY 1488.35 1494.47 1489.50 161 1489.01 1494.97 7 3LC1,4 SD STORM DRAIN LINE 4 W WATER LINE Tim ST STREET STATION °° 7 5 10+00.00 SEWER STATION R 76 CURB & GUTTER 6 \\ 6 77 yry�v I � .3 ` 3 � 78 ti w 122 CURB do GUTTER 123 /W 3 3 124 \ i 85 \, \ ESS/ C No. 31681 i� * Exp. 12/31/04j* kJ�' CIVIC CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT A 9'4636 11296' 66200' 1 56.62' CRN 21'43'47- 251.07' 66200' 1 127.06' i Rpt / 3 $ 1 6 L & Inc. Civil Engineering- Planning - Surveying • Public Works wN Ely - 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 REF PREPARED UNDER THE SUPERVISION OF: BY. REF q%?,&I o 2 a® BY: HAROLD A. GARCELON R.C.E. 31681 DATE: Qr Rj 79 CL MIT 21+20.40 CHANTEL DRIVE =10+00.00 ROCHELLE STREET 80 0 0 40 :0 scale feet •- • • �kk *;A • • TV WON F 6 t .'■�7�f1.ITti1�•=•7�7�iil_i.�-7�. I 0 a U; N N SEWER LATERAL CROSSINGS LOT NO. SEWER LATERAL STORM DRAIN REMARKS INV AT CROSSING INV AT PL BOTTOM OF PIPE AT CROSSING 120 1496.45 1503.47 1497.76 121 1497.93 1504.47 1499.05 158 1487.46 149297 1486.41 159 1488.12 1493.97 1489.22 160 1488.35 1494.47 1489.50 161 1489.01 1494.97 1490.23 ESS/ C No. 31681 i� * Exp. 12/31/04j* kJ�' CIVIC CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT A 9'4636 11296' 66200' 1 56.62' CRN 21'43'47- 251.07' 66200' 1 127.06' i Rpt / 3 $ 1 6 L & Inc. Civil Engineering- Planning - Surveying • Public Works wN Ely - 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 REF PREPARED UNDER THE SUPERVISION OF: BY. REF q%?,&I o 2 a® BY: HAROLD A. GARCELON R.C.E. 31681 DATE: Qr Rj 79 CL MIT 21+20.40 CHANTEL DRIVE =10+00.00 ROCHELLE STREET 80 0 0 40 :0 scale feet •- • • �kk *;A • • TV WON F 6 t .'■�7�f1.ITti1�•=•7�7�iil_i.�-7�. I 0 a U; N N