Laserfiche WebLink
z <br />z a >z <br />4 M ¢ O <br />\ J <br />J - <br />a a >z <br />z Oz <br />0 <br />y \LONGITUDINAL PLANING a C) <br />ON6Ri'P SSE DETAIL SHEET C26 z a <br />+ 0 7� 'l Iw z <br />BEGAN 3 Jl E, Ti9.l"f�F1LDr) Ari. N J Mil <br />C w <br />\ a o 1B2� J ]J35 1B=}J li3S 75] m <br />1p w Q2 AC R W <br />ADJUST MH FRAME & E IST. EP I© ICI fit I^I ❑7 j / I� <br />0 } / COVER TO GRADE_.__ _ .... T I -J o o Ly l LJ � 4� <br />'4 <br />L <br />1 00 2+00 `O' 7n 3+00CONSTRUCTION 4+00, 5+00 _ 6+00 .�50 <br />7_1. 0 _ _ _ N <br />� 6 [ \ <br />6 ,q. 1 <br />OD <br />O C)Z T ?0..e. A 1 _ <br />+ vg 3% Py ADJUST MH FRAME & <br />vyrnN� y 1 R): O�Ri- �`- EXIST. EP �1 <br />\ -GRADE IN NECESSARY <br />oo� \ >< - BEGiN p,G COVER TO GRADE '- R/W TO DRAIN <br />FID. 1383 TM4 <br />n" O CL INTERSECTION <br />"' €�: LONGITUDINAL PLANING <br />v SEE DETAIL SHEET C26 <br />o y �'- <br />(FEET) <br />EXIST. <br />GROUND 10 <br />0 <br />CL <br />1 20 <br />1 16 <br />12 <br />w;1 <br />vi m uO1A1pu m�p <br />Call <br />before you <br />Dig. <br />1.800.842.2444 <br />` ummwo saxes wort (uy <br />•IY1'PLc <br />1+00 <br />HORIZ. 1' = 20' <br />VERT. l' = 2' <br />DATE <br />n <br />N <br />EXIST. GUTTER FL (RT) <br />/ - EXIST. DI (LT) <br />i <br />EXIST. GROUND <br />0 FL OF <br />SWALE (RT) <br />-EXIST. DI (RT) <br />71 LF 18"0 S=0.0035 <br />1-t= 12.67 Y8" (IN) <br />CONTRACTOR TO FIELD VERIFY <br />CORE EXISTING SDMH AND <br />PROVIDE 18" INLET (NORTH) <br />AND CONNECT TO NEW PIPE <br />e"A <br />m <br />1n <br />^ <br />STD. DWG. <br />CW -S7 <br />FL= <br />15.79 12" <br />(IN) (E) <br />FL- <br />v <br />v <br />N <br />1 1 <br />` --EXIST. GUTTER II <br />FL (LT) I <br />I I <br />I I <br />II <br />II <br />II <br />80 LF 18"0£ilH S=0.0035 <br />STA. 2+80 (1' LT <br />CONST. TYPE -1 <br />SDMH F <br />CO. <br />STD. DWG. <br />CW -S7 <br />FL= <br />15.79 12" <br />(IN) (E) <br />FL- <br />15.79 12" <br />(IN) (W) <br />FL- <br />13.20 18" <br />(THRU) <br />STA. <br />2+00 <br />FLO DI= 16.13 pBVr <br />CONST. STORMWATER TF <br />PER DETAIL SHEET C28 <br />FL= 12.92 (THRU) <br />CAUTIONI I <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 />DATE <br />3+00 <br />U 11re7_\Tl: 0114 <br />M <br />M <br />M <br />.} <br />v <br />v <br />EXIST. GROUND 0 FL OF SWALE (LT) <br />EXIST. GROUND 0 FL GRATE 1c <br />OF SWALE (RT) <br />II <br />II <br />I;I <br />1;1 <br />FL 16.7 RT <br />16.13 (LT) 145 LF 18"0 5=0.0035 <br />REV <br />D 7771 <br />ATE I <br />FL= 16.55 12' <br />FL= 13.71 18" <br />LJ CLEAN AND FLUSH EXISTING DRAIN INLET, <br />CULVERT AND/OR LATERAL AFTER NEW <br />STORM DRAIN FACILITIES ARE COMPLETE. <br />AC INSTALL 0.21' AC OVERLAY (TYPE B) PER <br />DETAIL AS SHOWN ON C-2. <br />® REPLACE STAMPED AC CROSSWALK PER <br />DETAIL AS SHOWN ON C-26. <br />N <br />CONSTRUCTION NOTES: <br />�1 <br />STA. 2+50 (15'RT) <br />GROUND <br />CONST. 18" STORM DRAIN INLET <br />a <br />a <br />CATCH BASIN PER CO. STD. DWG <br />CW -D14. <br />34 LF 12" RGR 4t4 S= 0.0100 <br />v <br />v <br />FLO DI= 16.13 pBVr <br />v <br />FLO SDMH= 15.79 <br />ck <br />EXIST. GROUND 0 CONSTRUCTION <br />GRATE= 19.1 <br />❑2 <br />STA. 2+91.13 (14'LT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG <br />CW -D14. <br />17 LF 12" AeR -CL* S- 0.0200 <br />FLO DI= 16.13 11tVf' <br />GRATE <br />20.1 L <br />FL0 SDMH= 15.79 <br />GRATE 19.8 LT <br />)(ASSUMED <br />GRATE= 20.0 <br />[3 <br />STA. 4+25 (14'RT) <br />GRATE 20.3 RT <br />CONST. 18" STORM DRAIN INLET <br />EXIST. GAS MAIN <br />CATCH BASIN PER CO. STD. DWG <br />CW -D14. <br />15 LF 12" RCP =" S= 0.0100 <br />DEPTH OF 36") <br />(ASSUMED DEPTH <br />FLO DI= 16.7 1 ttt' <br />FLO SDMH= 16.55 <br />GRATE= 19.8 <br />.,' CONTRACTOR TO <br />L ® <br />STA. 6+30 (141T) <br />_. <br />II <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG <br />CW -D14. <br />13 LF 12" Iffio G "' S- 0.0100 <br />FLO DI= 15.9 Nfvo <br />� <br />FLO SDMH= 15.77 <br />I <br />II <br />{ <br />GRATE 20.1 <br />[5 <br />STA. 6+30 (14'LT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG <br />CW -D14. <br />15 LF 12"SCR CUff S= .0100 <br />FL <br />15.9 LT <br />FLO DI= 17.02 N 4 <br />FL 17.02 RT <br />16 <br />FLO SDMH= 16.87 <br />GRATE= 20.3 <br />© <br />CONST. SDMH TYPE -1 (SEE PROFILE <br />FOR <br />CALLOUT). <br />�7 <br />STA. 4+33 (141T) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG <br />CW -D14. <br />16 LF 12" 5eR-!3I:* S- 0.0100 <br />RCC S=0.0035 <br />FLO DI= 16.71 <br />FLO SDMH= 16.55 <br />GRATE= 19.8 <br />® <br />CONNECT PROPOSED DRAIN LINES <br />TO <br />EXISTING SDMH <br />❑9 <br />CONSTRUCT STORMWATER TREATMENT UNIT <br />I E GLASS -T11 <br />(SEE DETAIL SHEET C`l8) <br />EXIST. <br />N <br />rn <br />O <br />GROUND <br />n <br />a <br />a <br />v <br />v <br />v <br />v <br />ck <br />EXIST. GROUND 0 CONSTRUCTION <br />1�-- <br />GRATE <br />20.1 L <br />GRATE 19.8 LT <br />)(ASSUMED <br />GRATE 20.3 RT <br />EXIST. WATER MAIN <br />EXIST. GAS MAIN <br />20 <br />DEPTH OF 36") <br />(ASSUMED DEPTH <br />OF 30".) <br />- CONTRACTOR TO VERIFY DEPTH <br />PRIOR TO CONSTRUCTION <br />.,' CONTRACTOR TO <br />VERIFY DEPTH <br />_. <br />II <br />-GRADE DITCH <br />7 PRIOR TO CONSTRUCTION <br />j <br />� <br />I <br />II <br />{ <br />I AS NECESSARY DRAIN <br />�FL 16.71(LT) <br />FL <br />15.9 LT <br />FL 17.02 RT <br />16 <br />205 LF 18"0 <br />RCC S=0.0035 <br />b .acral; <br />I E GLASS -T11 <br />0 0.0035 <br />STA. 6+30 1' <br />LT <br />CONST. TYPE -1 <br />SDMH PER <br />12 <br />CO. STD. DWG. <br />CW -S7 <br />TL= 16.87 f2" <br />SIN}( E) <br />FL= 15.77 12" <br />W) <br />FL= 14.43 18" <br />IIN� <br />THRU) <br />4+00 _ 5+00 6+00 <br />EAST STOCKTON <br />STORM DRAINAGE IMPROVEMENTS <br />DESCRIPTION DATE AGEN. DATE COW <br />SCAT <br />GEx <br />.C. WALLACE OF CALIFORNIA, INC. �� R C31952 == DESI <br />" p 10319 4 <br />Engineers/Planners/Surveyors /J DRAT <br />2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 9t Civ 'F2 CHU <br />TELEPHONE: (916) 286-7600 • FAX: (916) 286-7601 OFCp`\fD <br />- I55U <br />ml <br />ml <br />AUTO AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CALIFORNIA <br />AS NOTED SHEET NO 3 <br />SM/SH p <br />AM/DA STA 1+00 TO STA_ 6+345 OF 30 SHEETS ` <br />ROMg <br />_ 277O� � <br />DAM:]]' 2'S 04 PROJECT NC. <br />