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EXIST. EP, <br />i <br />3+00 <br />0 <br />28JD <br />28J3 <br />CONSTRUCTION CL <br />ry�� 6�ti <br />h� ry IV <br />1' <br />4+00 <br />28=1EI <br />ADJUST MH FRAME 1F <br />COVER TO GF <br />(1P <br />O p <br />25 <br />EXIST. EP <br />3808 38=}B 388H AC TRANSITIOP <br />10' <br />z <br />0 <br />DO <br />N <br />z <br />a <br />I -M <br />U 0 <br />Qo <br />z� <br />C) EL <br />ww <br />CEO <br />3803 3811 2819 2827 <br />0AC <br />op�1Z ��4`? <br />0 <br />O <br />IK// 1331 <br />5+00 CONSTRUCTION CL <br />^ 6+00 <br />3818 38-41 <br />---- P.I.P. EXISTING <br />DRAINAGE SYSTEM <br />X� <br />0 <br />7+00 <br />O 1 Q O Q 1 <br />\ -- P.LP. EXISTING <br />\ EXIST. EP <br />3803 3812 DRAINAGE SYSTEM 3838 3808 38=f'1 3037 <br />3830 <br />CONSTRUCTION NOTES: <br />SEE SHEET C24 <br />SUNSET AVE. <br />38H1 20' <br />C <br />r7g <br />0 <br />8+00 0 <br />y /4 CI ADJUST MH FRAME & <br />e pal <br />COVER TO GRADE <br />/ J <br />n <br />Go <br />N <br />4,- W � w <br />w <br />0 <br />� w <br />11�f �1 <br />.r \ -END AC OVERLAY <br />0a <br />1❑ STA. 4+61f (16'±LT) <br />❑2 STA. 4+491 (19'1 RT) <br />❑3 CONST. SDMH TYPE -1 (SEE PROFILE FORSTA. <br />AC INSTALL 0.21' AC OVERLAY (TYPE B) PER <br />8+25.2 FL( <br />zr <br />REMOVE AND REPLACE EXIST. STORM <br />REMOVE AND REPLACE EXIST. STORM <br />CALLOUT). <br />FL 0 DI= 16.77 <br />U¢ <br />DRAIN INLET <br />DRAIN INLET <br />DETAIL AS SHOWN ON C-2. <br />STA. 1+00 SUNS <br />rn�qINTERSECTION <br />Z�1 <br />CONST. 18" STORM DRAIN INLET CATCH <br />CONST. 18" STORM DRAIN INLET CATCH <br />® REMOVE EX. MAINTENANCE HOLE. REPLACE W/ <br />ao <br />� <br />BASIN PER CO. STD. DWG CW -D14. <br />BASIN PER CO. STD. DWG CW -D14. <br />SADDLE TYPE SDMH (SEE PROFILE FOR <br />RW <br />RELOCATE WATER PIPELINE <br />CONNECT TO EXIST 10" SO NEW D.I. <br />CONNECT NEW D.I. TO EXIST 10" SD <br />BY OTHERS <br />0a <br />16 LF 12" RCP Cull S=0.0313 <br />22 LF 12" RCP CLIII S=0.0145 <br />T). CONNECT ALL EX. LATERALS INTO <br />az <br />EW M <br />NEW MAINTENANCE HOLE. <br />N <br />FL 0 DI= 16.95 <br />FL 0 DI= 16.77 <br />03 <br />FL 0 SDMH= 16.45 <br />FL 0 SDMH= 16.45 <br />wm <br />GRATE= 20.95 <br />GRATE= 21.05 <br />a] SEE SHEET C24 FOR CONSTRUCTION DETAILS ON <br />— 1.. <br />20 <br />20 G 10 20 40 FLORIDA AVENUE - ALTERNATIVE BID "B" <br />m ME (ADDMVE BID ITEM) <br />(FEET) <br />EXIST. <br />GROUND00 rn m m rn N <br />® N N <br />20 <br />16 <br />12 <br />W-1 <br />4 <br />imm um momv. <br />Call <br />before you <br />Dig. <br />1.800-642.2444 <br />uooaow vlxa .um N+V <br />fi <br />i <br />91i�1111N � i i [111117 7 6 <br />MliZ rel <br />HORIZ. T - 20' <br />VERT. 1' - 2' <br />[1 CONNECT EXIST. 10" DRAIN TO NEW D.I. <br />PLACE 5 LF <br />S=0.0035 F <br />HVTi, <br />u <br />SUNSET AVE. FOR SEWER MODIFICATIONS FOR <br />MANHOLES AND SEWER LINE SHOWN ON THIS <br />SHEET. <br />© CLEAN AND FLUSH EXISTING DRAIN INLET, <br />CULVERTS AND/OR LATERAL AFTER NEW <br />STORM DRAIN FACILITIES ARE COMPLETE. <br />a 0 n o a <br />(V [V N N N <br />CAUTIONH <br />CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, <br />UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND <br />LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEER <br />IMMEDIATELY SO THE EXISTING FACILITY CAN BE RELOCATED. WATER & GAS <br />MAINS ARE TO HAVE BEEN RELOCATED PRIOR TO CONSTRUCTION OF THESE <br />IMPROVEMENTS. <br />CHECKED I DATE I SUBMITTED <br />EXIST. <br />GROUND <br />20 <br />16 <br />i?A <br />12 <br />5+00 6+00 <br />EAST STOCKTON FLORIDA AVENUE <br />STORM DRAINAGE WROVEMENTS <br />REV DATE DESCRIPTION -._ _ DATE ADEN. DATE CCWDEPARTMENT OF PUBLIC WORDS V <br />- Q E�SS1 � <br />MY14 , SAN JOAGUIN COUNTY, CALFORNIA <br />SCALE AS NOTED _ SHEET NO. 22 .; <br />G.C. WALLACE OF CALIFORNIA, INC. C31952 = DESIGN SM --- d2 `. <br />i Ex P. 12-31-04 <br />DATE APPROVAL RECO ENDED DATE Engineers/Planners/Surveyors �. r1 DRAWN: SDH STA 3+00 TO STA 8+75 OF 30 SHEETS <br />-- - 2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 yr C1y1� pQ2 CHECK: RDM 'z77-001 ry <br />_ TELEPHONE: (916) 2B6 -7600 -FAX: (916) 286-7601 `�,... pp A�1f _ <br />Lf0 - --�� ISSUE DATE, 0-2D-04 PROJECT NO. <br />