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E MED N BOOK 260 OF MAM AT PAGES 40 TH ROt)GH pN � x-3000 yNt NCLAAW N THE OFFICE OF THE COUNTY F w WD 274-21DO OF SAN N�IARDNO COtxff, BEND �, NRORTH CIOW2C WEST. BENCH' REV. REVISION DESCRIPTION 'f DBOO MND BY METP POLfTAN WA7ER DISTRCT S0. - CAL FORI�lA UK RANCH ID CUCAIr10N01� NEAR THE i 6iIERSECT10N OF BUNT AVE AND CHERTI'Y AVE AT THE SOUIH OW I COINER OF CHERRY AVE AND BUI W AVE IDI N FST WEST OF THE CE�fTB+YM OF CHERRY AVE AND 81 n FE T SOUTH OF THE CENI 91M OF Bl &M AVE BET FLUSH DIAL TWO WOlICING ON THE NOR I HWES T COINER OF A 10 FOO? WIDE BEFORE DAYS mDmRE j CATI�':hBANd OA FGOT SOUTH OF CUM FACE A STANDARD YOU DIG YQl DIG WAIDSC 3 NCH BRAN DBC STAMPED 'B3A N2/. 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I CITY I DATE . • CURVE/LINE DATA DE�TAMEA� E7t • I A �! - 241.86' - B N 19 52'03"W - 123.75' - I N 19 52'03"W ��ff 121.73' - ■ mwl� M!7� 30.00' 'Mm 30.00' E 1EMCIV�NE��ESIU 30.00' 47.44' MI��mo��NE���■E�lmomr F 89 29'46" 25.00' 39.05' 24.78' G 90 51 '20" 25.00' 39.64' 25.38' H N 19 52'03"W - 38.21 ' - 1 08 37'13" 520.00' 78.24' 39.19' ;1NII i�NiiWi 500.00' 111' Wll I�IQii�i�mmm' �i11��11N K mmIi 480.00' tea.' mIN mmmm L N10 44'36"W - 441.33' - ''' N10 44'36"W - 394.40' - N N 10'44'36 "W ' 441.33' - r, .. _ • _ O O e O BROOKSIDE AVENUE eoL ENCBENt _� \y � Z yi and A9SOC� NC. 0 983 f T1 1011 NL AR IAANDO S$T�T GRAPkW SME X ANAFEIK CA � 40 0 20 40 80 * EXP. 03/3111-L * FW C7M) 00-1I cS'j, CIVIC- �Q Fay (7'14) d�1o16 1" = 40' �TFO� CA�\F��� Q DATE I ENGR. I CITY I DATE . • CURVE/LINE DATA SE1L-EWNEER QROF ESS/0 ����`,��\S D C��� ley =' %J yJ' cD r" W w NO. C041983 m EXP. 3/31 /06 J}ql CNIL 0 f OF COX SUBGRADE PER STD. PLAN N0. 1000 0 CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 0 CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 0 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) PER STD. PLAN NO. 1015 O5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006. O6 CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8') O7 CONSTRUCT 6"-8" CURB & GUTTER TRANSITION PER STD. PLAN NO. 1003. ( CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; 17; 25FT) PER STD. PLAN NO. 1016 O9 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS PER STD. PLAN NO. 1005 11 INSTALL STREET NAME SIGN WITH STOP SIGN (R 1-1) BELOW PER STD. DETAIL 139 13 REMOVE BARRICADE 14 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL "B" ON SHEET 2 15 ADJUST MANHOLE RIM AND COVER TO- GRADE - 16 ADJUST VALVE CAN, LID AND COVER TO GRADE 17 CONSTRUCT 1-1/2" AC OVERLAY 18 CONSTRUCT PARKWAY DRAIN PER APWA STD. 151-1 PER DETAIL ON SHEET 2 ENGINEERING 937 SOUTH VIA LATA DRAWN BY: SUITE 500 OS - COLTON, CA 92324 DESIGNED PH. 909 783-0101 FAX 909 783-0108 �B PREPARED B . S D. C S R. C. E. NO. 41983 EXP. DATE: 3 3 /06 � CHECKED BY- `� DATE: Z /D -OG _ SBC/JGS CITY OF FONTANA, CALIFORNIA •-i"• n • • I • ti • • • :� - i DE�TAMEA� RADIl16 I ENI%D16T. TANG ENT A N19 52'03"W - 241.86' - B N 19 52'03"W - 123.75' - C N 19 52'03"W - 121.73' - D 90'00'00" 30.00' 47.12' 30.00' E 9036'32" 30.00' 47.44' 30.32' F 89 29'46" 25.00' 39.05' 24.78' G 90 51 '20" 25.00' 39.64' 25.38' H N 19 52'03"W - 38.21 ' - 1 08 37'13" 520.00' 78.24' 39.19' J 09 07'28" 500.00' 79.62' 39.90' K 08'16'08" 480.00' 69.27' 34.70' L N10 44'36"W - 441.33' - M N10 44'36"W - 394.40' - N N 10'44'36 "W - 441.33' - SE1L-EWNEER QROF ESS/0 ����`,��\S D C��� ley =' %J yJ' cD r" W w NO. C041983 m EXP. 3/31 /06 J}ql CNIL 0 f OF COX SUBGRADE PER STD. PLAN N0. 1000 0 CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 0 CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 0 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) PER STD. PLAN NO. 1015 O5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006. O6 CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8') O7 CONSTRUCT 6"-8" CURB & GUTTER TRANSITION PER STD. PLAN NO. 1003. ( CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; 17; 25FT) PER STD. PLAN NO. 1016 O9 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS PER STD. PLAN NO. 1005 11 INSTALL STREET NAME SIGN WITH STOP SIGN (R 1-1) BELOW PER STD. DETAIL 139 13 REMOVE BARRICADE 14 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL "B" ON SHEET 2 15 ADJUST MANHOLE RIM AND COVER TO- GRADE - 16 ADJUST VALVE CAN, LID AND COVER TO GRADE 17 CONSTRUCT 1-1/2" AC OVERLAY 18 CONSTRUCT PARKWAY DRAIN PER APWA STD. 151-1 PER DETAIL ON SHEET 2 ENGINEERING 937 SOUTH VIA LATA DRAWN BY: SUITE 500 OS - COLTON, CA 92324 DESIGNED PH. 909 783-0101 FAX 909 783-0108 �B PREPARED B . S D. C S R. C. E. NO. 41983 EXP. DATE: 3 3 /06 � CHECKED BY- `� DATE: Z /D -OG _ SBC/JGS CITY OF FONTANA, CALIFORNIA •-i"• n • • I • ti • • • :� - i