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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 � TLS" <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=S0.0315DWG <br />CW-D14. <br />4 <br />�J v RELOCATE BY OTHERS <br />1` - FL ® DI= 17.6 <br />3111 - 1 2,10J FL 0 SDMH= 16.97 <br />2701 2711 2727 2738 2770 3011 2818 myFIAP1 A'IfL / nE�� GRATE= 21.2 <br />(FEET) CONSTRUCTION ryo` <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 . ... .. � ry / / 4 F - CATCH <br />44 15" RCP P R C 8=STD. DWG <br />CW-D14. <br />-� -� / zo9 ADJUST MH FRAME & l <br />ry <br />ryry ryW ry�4 ryry. <br />_ _ _ �. COVER TO GRADE <br />FL 0 DI 17.7 <br />OD _ _ FL 0 SDMH= 16.97 <br />N iii _. (� _"y ,, <br />- T -�. GRATE= 20.8 <br />IJ51 Si <br />tiI CONSTRUCTION CL ® STA. 12+95 (16.5' RT) <br />LIJ 9+00 _ ` CONST. 18" STORM DRAIN INLET <br />w Z 12+00 .n 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 - w 1 / . _ _ .. _ 1 20 GRATE= 21.0 <br />V / <br />7 FQ <br />_. __------�---- �� i ❑5 STORM DRAIN M <br />S H <br />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 2004 CONNECT EXIST. 12" SO TO D.I. <br />1E- 270:3 2713 2728 3788 2J04 2J12 2828 2821 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 a Q SAN AVE ; in CONST. 18" STORM DRAIN INLET <br />" Z CATCH BASIN PER CO. STD. DWG CW -D14. <br />�p W11 n 0 U¢ <br />± <br />00 N w ,� v 37 LF 12" RCP CLIII S= 0.0614 <br />�Z0 f�N =¢Z FL ODI= 17.5 <br />FLORIDA AVENUE -ALTERNATIVE BID �'B�' Nmw N?w w?m GRATE= FILSDMH= 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 � nen OGROUND <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 />1.800.642.2444 <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 />R 1- -2UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND REV <br />V <br />VERT. . 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 />` IMPROVEMENTS <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 />w TELEPHONE: (916) 286-7600 - FAX: (916) 286-7601 <br />DATE <br />CHECKED <br />DATE <br />SUBMITTEDDATE <br />APPROVAL RECO MENDED <br />DATE <br />_ <br />/0411-/� <br />"/ S. lj4eokl� <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 ; i DA PROJECT NO. <br />