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00 <br />ti CONSTRUCTION NOTES <br />STA. 8+11.4 (27.9 LT) 0 STA. 8+66.0 (33.1' RT) ❑5 STA. 10+70.0 (28' LT) 0 STA. 14+39.4 (27.5' LT) 9❑ STA. 13+67.6 (27.7' RT) 10 STA. 9+05.4 (27.5' LT) 11 CONSTRUCT SDMH SADDLE TYPE © CLEAN AND FLUSH EXISTING DRAIN <br />CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET REMOVE EXIST. INLET, CONNECT CONST. 18" STORM DRAIN INLET (SEE PROFILE FOR CALLOUT). INLET AND/OR LATERAL AFTER NEW <br />a `^ CATCH BASIN PER CO. STD. DWG CW-D14. CATCH BASIN PER CO. STD. DWG CW-D14. CATCH BASIN PER CO. STD. DWG CW-D14. CATCH BASIN PER CO. STD. DWG CW-D14. EXIST. PIPES INTO NEW INLET. CATCH BASIN PER CO. STD. DWG CW-D14. STORM DRAIN FACILITIES ARE <br />o J r= y+ 2e LF 12" BEe CL-14 - 0.0105 Of 4T-LF 12" RCP fL- = 0.0102 yt 39 LF 12" F3CP CL--tH S= 0.0103 47 LF 12" MCP CI S- 0.0100 CONST. 18" STORM DRAIN INLET �,pE1 LF 12" RGP Ct S- 0.0100 COMPLETE. <br />FL ®DI= 25.9 NOp FL ®DI= 25.5 1w FL o DI= 25.94 WIT FL ® DI= 26.24 K" *V 12 RECONSTRUCT SDMH SADDLE TYPE <br />* 1+� CATCH BASIN PER CO. STD. DWG CW-D14. FL LF 12 25.69 <br />FL ® DI 2� =25.5 FL ® SDMH= 25.08 FL ® SDMH= 25.64 FL ® SDMH= 25.77 zaS 437-LF 12" RM CLM S= 0.0100 FL o SDMH= 25.08 (SEE PROFILE FOR CALLOUT). ® SLURRY SEAL ROADWAY WITH LATEX <br />20 0 10 20 40 GRATE= 27.6 GRATE= 28.6 GRATE= 28.7 GRATE= 28.1 FL ® DI= 26.20 "ire GRATE= 28.9 MODIFIED TYPE II SLURRY SEAL PER DETAIL <br />LA WMA Ed 2❑ STA. 8+13.9 (12.9' RT) ® STA. 10+40.0 (16' RT) © STA. 13+67.0 (36.5' LT) ® STA. 14+28.8 (36.9' RT) FL ® SDMH= 25.77 13 CONSTRUCT SDMH TYPE-1 AS SHOWN ON C-26. <br />II CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET CONST, 18" STORM DRAIN INLET REMOVE EXIST. INLET, CONNECT GRATE= 28.9 (SEE PROFILE FOR CALLOUT). <br />(FEET) FMART AVE. CATCH BASIN PER CO. STD. DWG CW-D14. CATCH BASIN PER CO. STD. DWG CW-D14. CATCH BASIN PER CO. STD. DWG CW-D14. EXIST. PIPES INTO NEW INLET. <br />,a( 38 LF 12" xXua 0.0108 23 LF 12" ae-2L=HI S= 0.0180 SI 4J LF 12" RCP-Gt-li1 S= 0.0100 CONST. 18" STORM DRAIN INLET WASHINGTON ST. <br />FL ® DI= 25.5 KO v FL ® DI= 25.94 FL ® DI= 26.24 'wt' CATCH BASIN PER CO. STD. DWG CW-D14. ®CR <br />FL ® SDMH= 25.08 FL ® SDMH= 25.64 FL ® SDMH= 25.77 cf; 4� LF 12" RCP-CLHI - 0.0100 <br />STA 8+40.79 CARDINAL GRATE= 28.3 GRATE= 28.9 GRATE= 27.8 ' FL® D1= 26.22 lacy END SLURRY SEAL <br />HOBART W <br />CL INTERSECTION FL@GRA SDMH- 25.77 �� <br />® CR GRATE= 28.8 32L --.. <br />24 _ END SLURRY SEAL 2EI7 353 --- - <br />2=}7 237 22Y 213 2TJ7 > <br />Q <br />10 /-R/W SLRY Q <br />�g tiA °` 42esF f (2 F�l �l F�l fag z <br />B�F.. i_A 00 i 90 0 Z <br />F ,. C <br />Fi ®w <br />EXIST. EP ?Ba C �1 Ste" (29.6 <br />G# tT 0 $6 I 1 Q 1z <br />I Q <br />Q I 72 I 11 -w <br />nl A CONSTRUCTION <br />J <br />3� 0 <br />Q 00 � <br />9+00 10+00 11+00 12+00 13+00 i. p n a <br />�Z _ - - -I - - - - 1 - -+- - + - -� - _ _ <br />z <br />m Q <br />w <br />mV <br />} <br />i F1 Q 1 i <br />(28.7 FL. (28.4 FL)_ <br />�TEXIST. EP <br />l <br />8 <br />- 214' - _.I, A R /W <br />3 <br />SLURRY SEAL 278 <br />FMART AVE. STA 8+46.27 CARDINAL <br />HOBART (E) <br />CL INTERSECTION <br />EXIST. <br />GROUND iv ro <br />® o <br />1 29 <br />1 25 <br />ivm <br />22 <br />0 <br />EXIST. GROUND ® DITCH FL (RT) <br />GROUND ® DITCH FL (LT) <br />1 <br />1 <br />I I <br />I I <br />I I <br />I I <br />205 LF 24"0 5=0.0025 <br />a <br />N <br />0 <br />0 0 <br />2g5 <br />`ry00 F<J <br />[4] <br />FL 25.! <br />FL 25.5 RT FL 25.69 LT <br />STA. <br />10+55 <br />CONST. SADDLE <br />TYPE <br />CO. <br />STD. DWG. <br />D-18 <br />FL- <br />25.64 12 <br />(IN) <br />FL= <br />25.08 12" (IN) <br />FL= <br />24.89 21" <br />(IN) <br />FL= <br />24.37 24" (IN) W HYF=-IW7S � D02fi 1UAM%CpVT <br />FL= <br />24.89 24" <br />(OUT) <br />FL= <br />24,37 24" (IN) ' <br />RECONST. SADDLE TYPE SDMH PER <br />CO. <br />STD. DWG. D-18 <br />0 <br />n <br />R <br />1 <br />2 2 2=4=4 212 224 <br />CARDINAL AVENUE <br />e' 2'.8 (28.8 FL <br />m <br />21=4 �=}OD �. 1i�1.11i•1L�1�701�J d1`I�, <br />STA. 14+00 CARDINAL <br />® WASHINGTON STREE <br />ILL INTERSECTION <br />o n ,n n <br />v o 0 <br />EXIST. GROUND ® CONSTRUCTION CL EXIST. WATER MAIN 1 - EXIST. GAS MAIN <br />(ASSUMED DEPTH OF 36") (ASSUMED DEPTH OF 30") <br />I CONTRACTOR TO VERIFY DEPTH j CONTRACTOR TO VERIFY DEPTH <br />PR10R TO CONSTRUCTION PRIOR TO, CONSTRUCTION <br />GRATE 28.7 LT <br />i' <br />I EXIST. GROUND ® DITCH FL (RT) GRATE 27.8 LT <br />RT I EXIST. GROUND ® DITCH FL (LT) � <br />GRATE 28.9 RT <br />pet <br />343 LF ti" 0 III <br />S=0.0025 <br />RT FL 25.9 LT <br />;DMH PER <br />13 1 <br />aim uO1'°u m"°�ivp 9+00 10+00 <br />Call CAUTION!1 <br />before you HORIZ. 1' =20' CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, <br />Dyy VERT 1'-2' UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND <br />+g• LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEER <br />1-800-642.2444 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 />PROJECT ENGINEER - DATE CHECKED DATE SUBMITTED r DATEI -APPROVAI RFCOMMFNFFn FATE <br />11+00 <br />DATE DESCRIPTION <br />12+00 <br />GEN DATE <br />EAST STOCKTON <br />DRAINAGE IMPRON <br />WG.C. WALLACE OF CALIFORNIA, INC. <br />Engineers/Planners/Surveyors <br />2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 <br />TELEPHONE: (916) 285-7600 • FAX: (916) 286-7501 <br />s <br />CONST. TYPE 1 SDMH <br />PER CO. STD. DWG. CW-S7 <br />FL- 25.77 12" (IN) <br />FL= 25.77 21" (OUT) <br />EXIST. <br />GROUND <br />q <br />WN 1 <br />25 <br />U 21 <br />17 1 <br />13 <br />14+00 <br />CARDINAL AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CAUFORNIA <br />AS NOTED SHEET NO. 18 <br />SM/SH cm 7 <br />JAM/DA _- STA 8+00 TO STA 14+50 OF 30 SHTS EE�. <br />RDM 277001 <br />DAW.10 20 J4 PROJECT N0. <br />