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HomeMy WebLinkAbout3516-8DELAMAR DRIVE SEE SHT. 7 I III Aj E j y t 10' s o�� 5 z o � � RACK P01 NT LANE . 1 2 19006'16" TRACT NO 4 51.49' 16427-5 90000'00" RACT N 8 T,5z,!:z © Q PARK - 53.58' - W N60005'03"W - LINE T4`3 OE N36019'07"E - 23.60' _- OF F I III Aj E j y t 10' s o�� 5 z o � � RACK P01 NT LANE . 1 2 19006'16" 3 4 51.49' ® 90000'00" RACT N 35.34' T,5z,!:z © 16427 - 53.58' - W N60005'03"W - LINE T4`3 OE N36019'07"E - 23.60' _- OF F - 18.87' - N$9 0 - - - - j wt o + j 86 c 85 0 1 84 83 5 f TOLL FREE `* ' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT II, 79 n SNOWY PEAK LANEsca�E: 1" = 40' SEE LEFT I J 105 TRACT NO +LAT. A5 Q N q o LX)`') 3 D L=30.02, 16427 Q 1 A=60• W 82 1�, ,_.. Z �m B=18" 5 6 C=2.37' I D2=36 LO E 30 RCPQ �? N \ — — LO I_— Lo LO g 81 ' 1 I + 3 E LAT. A6 s" o �L=23.60 LINE A t " I Q m B=24" 14 01 lW 1 15 i I zz I� g Im 16 81� 80 C=3.25' 79 L 82 81 80 ��3 + BUCK POINT LANE SEE SHT. 9 WA REVISION DOCRIPAON CONS TRUC T/ON NOTES 0—CONSTRUCT 36" DIA. R.C.P. D -LOAD PER PROFILE 2o --CONSTRUCT 30" DIA. R.C.P. D -LOAD PER PLAN. 3a—CONSTRUCT 24" R.C.P. D -LOAD PER PROFILE. &CONSTRUCT 18" DIA. R.C.P. D -LOAD PER PROFILE. O5 CONSTRUCT CATCH BASIN PER A.P.WA. STD. PLAN 300-2. SEE SHEET 14. (D—CONSTRUCT MANHOLE PER A,P.W.A. STD. PLAN 3224 SEE SHEET 13. 10ONSTRUCT JUNCTION STRUCTURE PER A AWA. STD. PLAN 331-2, SEE SHEET NO. 13. CONSTRUCT MANHOLE PER A AWA. STD. PLAN 320-t SEE SHEET 13. CURVE _/ LINE DATA TABLE ITEM NO. DELTA/BEARING RADIUS LENGTH TANGENT OA 19006'16" 306.00' 102.03' 51.49' ® 90000'00" 22.50' 35.34' 22.50' © N82029'32"E - 53.58' - OD N60005'03"W - 30.02' - OE N36019'07"E - 23.60' - OF N48000'57"W - 18.87' - 0 - - - - C D RA I __ L.LjL INE A 4 m THESE RECORD DRAWINGS HAVE BEEN PREP, AFtF l; IN I °663 BENCH MARK: BASIS OF BEARINGS*C PART, ON THE BASIS OF INFORMATION COMPILED L NI) E � 8-17 FURNISHF'O BY OTHERS. THE ENGINEER WILL NOT BE CALTRANS BENCHMARK 8-17. A THE BASIS OF BEARINGS FOR THIS MAP THESE RECORD DRAWINGS HAVE BEEN PREPA.970, IN c RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH �`�� �\�'� "`" BRASS CAP /N THE Col O CRETE BASE OF IS THE CL OF LYT4,E CREEK RD. PART O A THE BASIS OF INFORMATION C�3 .,1PILEr) AND � OF SAN SEYA/NE RD., 2.6 M/ WEST R.S.B. 111 99-103 -IED BY OTHERS. THE ER WILL NOT BE HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS THE, NORM OF H GHLNAND 0 2 M/ WEST SHOWN AS NOOP1 12 5C EIN N RE ORD HAVE BEEN NCOIR AN ATEfii INTO OR O' IISSIONS 04164 //� FURNIrf A RESULT THEREOF CO `th1 bOCtIlN1S C 1� OF SIERRA AVE L 1l� A RESULT THEREOF. ELEVA ADN: 1428.609 P DATE EV07 CITY DA>F SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : C%%YOFFONTANA, CALIFORNIA O�ESrS/PREPAREDO 77E OffiVE OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��PR �' I wa F MADraLEAII® STORM DRAIN IMPROVEMENT PLANS Ts�� SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE � No. 36637 c `� r2" DRAWN BY. /+ SCALE � � 10601 CHURCH STREET , STE. 107 TRACT % NO 16427 RANCHO CUC MO GA CA 91730 MA/KK AS SHOWN c Cs: F�R•�IWT I (07.7-5 ONLY t o ! CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING Exp: os -3o -o4 * PHONE �909� 948-1311 DESIGNED BY: DA 7E. s� N, EF L E n Y" JULY 2003 { L d lfi� o THEM INTO CONFORMANCE WITH CORD/TIONS AND STANDARDS IN qT�` F/�A��Fo`�`� ate : 1Lfc CHECKED 8K APPR�BY DRAWING NO.: 8 EFFECT. RC 6 37 EXP. 06-30-04 L 3516 WENDELL L. IWATSURU GB CITY ENGINEER R.C.E. 51152 DATE 14 `- JA126-1769\storm\sd08.dwg, 02/19/2004 05:48:12 AM, WI