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HomeMy WebLinkAbout3516-9LITTLE ^SHA Y DRIVE 19+28.50 I JA YME WAY N SEE SHEET 8 BUCK POINT LANE A O REV. DIAL TWO WORKING BEFORE DAYS BEFORE YOU DlG YOU DIG d 7OLL 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCR/PTTON SCALE: 1 " = 40' BUCK POINT LANE SEE LEFT TRA T NO A 24 1 427 W 25 74 I I - 24+64.49 TCH LNIE 3 D 4 3 E69 "� o � N i \ N00 03'41 E �n 3 C+ F 63 2—CONSTRUCT 30" DIA. R.C.P. D -LOAD PER PLAN. O3 —CONSTRUCT 24" R.C.P. D -LOAD PER PROFILE. G�—CONSTRUCT 18" DIA. R.C.P. D -LOAD PER PROFILE, CONSTRUCT CATCH BASIN PER A.P. W.A. STD, PLAN 300-2. SEE SHEET 14. &88CONSTRUCT JUNCTION STRUCTURE PER A.R RICA. STD. PLAN 331-2, SEE SHEET NO. 13. &—CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 321-1. SEE SHEET 14. CURVE / LINE DATA TABLE ITEM NO. DELTA/BEARING 'RADIUS LENGTH TANGENT ® 90000'00" 22.50' 35.24' 22.50' ® N33003'16"E - 16.72' - © 89052'22" 22.50' 35.29' 22.45' OD N5005947"W - 33.43' - OE 45000'00" 22.50' 17.67' 9.32' O N45003'41"E g oo N N Q OO Z .� DA 7E LO CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT NII tiN Neu CITY OF F-MTANA, CALIFORNIA Oil ' Q COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 68 67 Q � Q) LO 66 65 (0 64 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS _TO BR/NG THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN ��o� ��2� W� 0 No. 36637 c rn Exp: 06-30-04 P c/VEFA�NFI,_YA 9TFOFCA�\FO�� 10601 CHURCH STREET , STE. 107 RANCHO CUC MO GA, CA 91730 PHONE (909) 948-1311 Date : �- cc T ' CD N II 9 8 DRAWN BY MA/KK 5 SCALE AS SHOWN 63 2—CONSTRUCT 30" DIA. R.C.P. D -LOAD PER PLAN. O3 —CONSTRUCT 24" R.C.P. D -LOAD PER PROFILE. G�—CONSTRUCT 18" DIA. R.C.P. D -LOAD PER PROFILE, CONSTRUCT CATCH BASIN PER A.P. W.A. STD, PLAN 300-2. SEE SHEET 14. &88CONSTRUCT JUNCTION STRUCTURE PER A.R RICA. STD. PLAN 331-2, SEE SHEET NO. 13. &—CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 321-1. SEE SHEET 14. CURVE / LINE DATA TABLE ITEM NO. DELTA/BEARING 'RADIUS LENGTH TANGENT ® 90000'00" 22.50' 35.24' 22.50' ® N33003'16"E - 16.72' - © 89052'22" 22.50' 35.29' 22.45' OD N5005947"W - 33.43' - OE 45000'00" 22.50' 17.67' 9.32' O N45003'41"E - 10.48' - DA 7E ETVGR CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF F-MTANA, CALIFORNIA �= COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��PR� / �F PAEPAR� , 7W OR:XE C. > � STORM DRAIN/ IMPROVEMENT P PLANS G Q d L Q i CP BENCHMARK. / 8-17 BASIS OF BEAR/NGS i k W ? : :_ U, CALTRANS BENCHMARK 8-17. A THE BASIS OF BEAR/NGS FOR THIS MAP THESE RECORD DRAWINGS HAVE BEEN PREI'tRi IIS' — �'0 36637 n BR4SS CAP /N THE ColBASE OF THE SOUTH LEG OF AN SCE TOWER lS THE CL OF L REEK RD. �r SHOWN AS N00'f2 35 E ON REGiORD PART, ON THE BASIS OF INFORMATION COMPILED Ate w 343' NORTH OF HIGHLAND 0.2 M/ WEST OF ERRAA RD., 2.6 Ml WEST OF SURVEY FILED IN R.S.B. 111 99-103 FURNISHED BY OTHERS. THE ENGINEER WILL NOT P. a , ! .��, RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WH!17,H n OF HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS OF C Qc ELEVATION: 1428.609 A RESULT THEREOF. fff T DA 7E ETVGR CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF F-MTANA, CALIFORNIA �= COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��PR� / �F PAEPAR� , 7W OR:XE C. > � STORM DRAIN/ IMPROVEMENT P PLANS SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS _TO BR/NG THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN ��o� ��2� W� 0 No. 36637 c rn Exp: 06-30-04 P c/VEFA�NFI,_YA 9TFOFCA�\FO�� 10601 CHURCH STREET , STE. 107 RANCHO CUC MO GA, CA 91730 PHONE (909) 948-1311 Date : �- cc T ' CD N DRAWN BY MA/KK TRACT NO. 16427 ff SCALE AS SHOWN DESIGNED BY: DATE JULY 2003 ® CHECKED BY. APPR D DRAWING NO.: EFFECT .� 2' 3516 14 r RCE 36637 EXP. 0 -3 -04 CITY ENGINES R.C.E. 51152 DA 7F WENDELL L. IWATSURU GBz J:\126-1769\storm\sd09.dwa. 02/18/2004 04:34:48 PM. DM