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N <br />M <br />N <br />CONSTRUCTION NOTES: <br />�1 STA. 12+53 (22' LT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW-D14. <br />17 LF 12" RCP CLIII S= 0.0312 <br />FL 0 DI= 17.5 <br />MYRM AVE. FL 0 SDMH= 16.97 <br />CA � TLC" <br />GRATE= 21.2 <br />1a F-2] STA. 12+55 (15' RT) <br />CONST. 18" STORM DRAIN INLET <br />20 0 10 20 40 �� 1� 20TOF 1CH 2"SRCP CLIIIN PER C8=S0.0315G CW-D14. <br />4 <br />�J v RELOCATE BY OTHERS <br />FL ® DI= 17.6 <br />2111 2,10J FL 0 SDMH= 16.97 <br />2701 2711 2727 2721 277J 2011 2J'1J myFIAP1 A'IfL / n"E�� GRATE= 21.2 <br />(FEET) CONSTRUCTION tio` <br />� AC EXIST. EP ©� A STA. 1+005M YRANRAVE.IDA A� <br />i �l R/W l ,�'• / INTERSECTION �3 STA. 12+94 (22' LT) <br />01 Q p �-A �l �� ^o �� �R/W CONST. 18" STORM DRAIN INLET <br />l . ... .. / / 4 F - CATCH <br />44 15" RCP P R C 8=STD. DWG <br />CW-D14. <br />-� -� / zo9 ADJUST MH FRAME & l <br />ti <br />ti" �� ry�4 ryry. <br />_ _ _ �. COVER TO GRADE <br />FL 0 DI 17.7 <br />OD 0_ _ FL 0 SDMH= 16.97 <br />- T -�. GRATE= 20.8 <br />II Ci <br />tiI XCONSTRUCTION CL ® STA. 12+95 (16.5' RT) <br />LIJ 9+00 _ ` CONST. 18" STORM DRAIN INLET <br />w Z 12+00 in 13+0 <br />- - + - - - - - - N CATCH BASIN PER CO. STD. DWG CW-D14. <br />©, 1 © 6 / © _ ©� _ _ _ _ _. � 47 LF 15" RCP CLIII S= 0.0198 <br />W f' C .. - �'�€ [51 I � � .� FL 0 DI= 17.9 <br />W ��.. o � �. GG !, \ .4 ' - I 9T R. FL T SDMH= 16.97 <br />m TT - w 1 / . _ _ .. _ 1 20 GRATE= 21.0 <br />V / <br />_. __------�---- �� i.. ❑5 STORM DRAIN M S H CONSTRUCT TYPE I. <br />'® SEE PROFILE FOR CALLOUT. <br />TT <br />R W EXIST. EP ®� EXIST. EP �� [ © STA. 10+00 (14' RT) <br />®, / 4 II' R/W CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW-D14/ <br />1 2J04 CONNECT EXIST. 12" SO TO D.I. <br />1E- 27JJ 2712 272[1 27JT] 2J04 2J12 2120 2J21 40 LE 12" RCP CLIII S= 0.0692 <br />z 2 v ...� FL 0 DI= 18.0 <br />_ FL 0 SDMH= 15.23 <br />23' GRATE= 20.3 <br />--1 0 <br />xorroacx. W JF- ❑7 STA. 9+27 (18' LT) <br />TYPICAL WCH a Q BAN AVE; in CONST. 18" STORM DRAIN INLET <br />" Z CATCH BASIN PER CO. STD. DWG CW-D14. <br />�p W11 n 0 U¢ <br />± 00 N w ,� v 37 LF 12" RCP CLIII S= 0.0614 <br />�Z0 f�N =¢Z FL 0DI= 17.5 <br />FLORIDA AVENUE -ALTERNATIVE BID �'B�' Nmw N?w w?m GR FIL ®ESD 21fi 15.23 <br />(ADDITIVE BID ITEM)© CLEAN AND FLUSH EXISTING DRAIN INLET, <br />CULVERTS AND/OR LATERAL AFTER NEW <br />STORM DRAIN FACILITIES ARE COMPLETE. <br />EXIST. EXIST. AC INSTALL 0.21' AC OVERLAY (TYPE B) PER <br />GROUND r� n a a L � nLn GROUND <br />0 N N N N N N N N N N ® DETAIL AS SHOWN ON C-2. <br />20 <br />16 <br />12 <br />E <br />w <br />Call <br />before you <br />Djg. <br />1-800-642.24" <br />PROJECT <br />61 <br />NCID <br />N 1 <br />U <br />H W <br />W 7 <br />N <br />9+00 10+00 11+00 12+00 13+00 <br />CAUTION!! <br />CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, <br />R1- -2UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND REV <br />V ERT. . 1" s2' LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEER <br />IMMEDIATELY SO THE EXISTING FACILITY CAN BE RELOCATED. WATER & GAS <br />MPROVEMENTINS ARE O HAVE BEEN RELOCATED PRIOR TO CONSTRUCTION OF THESE <br />EAST STOCKTON <br />` DRAMGE r111PRO�MF <br />DATE <br />DESCRIPTION <br />DATE AGEN. <br />DATE GCW <br />G.C. WALLACE OF CALIFORNIA, INC. <br />Enginee rs/Planne rs/Surveyors <br />2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 <br />TELEPHONE: (916) 286-7600 - FAX: (916) 286-7601 <br />DATE <br />CHECKED <br />DATE <br />SUBMITTED <br />DATE <br />APPROVAL RECo MENDED <br />DATE <br />_ <br />/0411-/ <br />- <br />-- <br />---- --- -- - -- - <br />)25 <br />20 <br />iR <br />12 <br />1.1 <br />0 <br />i �iil ► III <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CALIFORNIA <br />AS NOTED SHEET NO. 23 <br />SM C23 <br />-S_o1JAM_ STA 8+75 TO STA 13+00 of 30 SHEETS <br />RDM 277-001 <br />ATEao ; 1 DA PROJECT NO. <br />