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DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL <br /> TOTAL PROJECT No SHEETS <br /> 10 SJ 12 15.8/17.1 24 61 <br /> ALTERNATE PIPE CULVERTS <br /> ALLOWABLE PIPE MATERIAL AND PROTECTION z .p` _p/ <br /> LEGEND AND ABBREVIATIONS Q�OFESS/0� <br /> DESIGNATION RCP CSP SSRP P+trIC RE TERE NGIN ER DATE �v��p�P�D G eC�`F <br /> x D - DOWNDRAIN JOINT TYPE , , ; Q° �� �C) <br /> SIZE (mm) SIZE (mm) THICK.(mm) BITUM.COAT SIZE (mm) THICK.(mm) BITUM.COAT <br /> S - STANDARD JOINT TYPE 3-��O -�� w 46387 m <br /> 300mm AP DD 300 300 2.8 NO 300 2.8 NO PLANS APPROVAL DATE w No. <br /> 300mm APC 300 300 2.8 NO 300 2.8 NO SAN JOAQUIN COUNTY STExP.0 - <br /> C a3\� <br /> 1810 E. HAZELTON AVE qr <br /> 450mm APC 450 450 2.8 NO 450 2.8 NO STOCKTON, CA 95201 F OF CAL\F°� <br /> (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY <br /> (F) - THE QUANTITY SHOWN IN THIS COLUMN FOR EACH INDIVIDUAL 20237 DOUGLAS BLVD. #100 <br /> PORTION OF WORK IS A FINAL PAY QUANTITY. ROSEVILLE, CA 95661 <br /> DRAINAGE QUANTITIES The State of California or its officers or agents shall not be responsible <br /> for the accuracy or completeness of electronic copies of this plan sheet. <br /> o z a FES APC PIPE CSP PIPE RCP PIPE = DRAINAGE INLETS (N) FRAME & GRATES RSP <br /> o ^ ^ o <br /> > V) z z a z o z z <br /> m 5;W r Z r P N^ W O U O O W it `� Z J <br /> 5LLI w w z V) W v > oLLI v Ir o0Q U U U a a v ^ z o O W w Z w w o <br /> CE D U U lwi a Z IY Z J ^ J a a a N (n a '� v Z m^ 0 U � Q � Q Q Z <br /> X Z Z J W U J N a Q Q Q U U E 1 X N Q D m O 2 Z Z Z W <br /> a _j V) a Y o a E E E E E E N E E 0 0 o rn o o � o z a cn ¢ a W <br /> Q a a o 0 0 00 0 oU �' E E E E E o cn O I I 3 X o a N o o N <br /> 0 0 o w w w ZZ (nZ za z � O o 0 0 0 ,n Q O w �I a o 0 o a a <br /> m O LO m O O J N \ I 1 U m O W N W V) W Q W <br /> D Q m N d cD cD .- U 3 0 0 O � cD w it m (r m m a <br /> O O 13 EA m m3 k9 m3 EA EA EA m m m m EA EA EA EA EA EA EA m3 m2 m m (L DESCRIPTION STATION O O <br /> 1 4.8 DOWNDRAIN 5.Om RT "Q2" 60+79.5 1 D-1 <br /> I <br /> m m 2 a 1 1 FES 10.22m RT "Q2" 60+77.731 2 a D-1 <br /> Z Y 3 4.2 DOWNDRAIN 6.1m RT 2" 60+12.7 3 D-1 <br /> U5 UJI <br /> o v <br /> 0 4 20.8 450 mm CULVERT "T1" 31+79.1 4 D-1 <br /> 5 a 0.21 4 1.3 1 1 1.3 OCPI DI 4.57m LT "SJ-12" 44+79.655 5 a D-1 <br /> b 5.2 1.0 S 450mm CSP 4.57m LT "SJ-12" 44+79.655 b <br /> C 0.69 1 COUPLER 0.43m RT "SJ-12" 44+79.813 C <br /> d 1 1 COUPLER 21.54m RT "SJ-12" 44+80.482 d <br /> _ <br /> ;F: e 2.4 0.7 S 450mm CSP 21.54m RT "SJ-12" 44+80.482 e <br /> x a f 1 7.78 18.6 FES, FES OUTFALL 25.16m RT "SJ-12" 44+80.597 f <br /> w D 6 a 1 FES 29.89m RT "SJ-12" 43+94.911 6 a D-1 <br /> oZ b 5.6 0.7 S 450mm CSP 29.89m RT "SJ-12" 43+94.911 b <br /> Q C 1 1 COUPLER 29.50m RT "SJ-12" 43+87.621 C <br /> a Z d 1 1 FES 27.83m RT "SJ-12" 43+56.164 d <br /> o Q7 a 1 1 COUPLER 28.51 m RT "SJ-12" 42+55.921 7 a D-1 <br /> m b 4.5 1.2 S 450mm CSP 28.51 m RT "SJ-12" 42+55.921 b <br /> C 1.94 1 1.5 1200mm SDMH 32.86m RT "SJ-12" 42+56.849 C <br /> d 4.2 0.9 S 600mm CSP 32.86m RT "SJ-12" 42+56.849 d <br /> e 1 FES 36.16m RT "SJ-12" 42+62.113 e <br /> f 1 1 COUPLER 32.58m RT "SJ-12" 42+54.311 f <br /> 9 2.6 1.2 S 450mm CSP 32.58m RT "SJ-12" 42+54.311 9 <br /> 8 a 0.78 0.8 1 COUPLER 9.57m RT "N" 58+84.658 8 a D-1 <br /> b 1 5.9 1.52 85 1 1 2.3 G-5 DI 13.05m RT "N" 58+84.527 b <br /> _O C 3.5 1.9 S 600mm CSP 9.57m RT "N" 58+84.658 C <br /> F= d 6.8 1.7 S 600mm CSP 13.05m RT "N" 58+84.527 d <br /> ¢ <br /> e 1 FES 21.60m RT "N" 58+84.205 e <br /> O 9 a 1 FES 1 m RT "T " 1+16. <br /> a 9 a D-2 <br /> x z b 4.6 1.0 S 450mm APC 1 m RT "T " 31+16.6 b <br /> dc C 0.92 108 1 1 1.2 G-3 DI 14.52m RT "T2" 31+17.649 C <br /> I-- d 24.6 1.0 S 450mm APC 14.52m RT "T2" 31+17.649 d <br /> U- e 0.97 108 1 1 1.3 G-3 DI 10.06m LT "T2" 31+22.621 e <br /> O <br /> f 6.3 1.0 S 450mm APC 10.06m LT "T2" 31+22.621 f <br /> Lu 9 1 FES 17.25m LT "T2" 31+20.577 9 <br /> m <br /> m 10 a 1 FES 19.16m RT "T2" 30+33.276 <br /> N <br /> 10 a D-2 <br /> ¢ b 7.6 1.5 S 450mm APC 19.16m RT "T2" 30+33.276 b <br /> w C 1.30 108 1 1 1.9 G-3 DI 10.36m RT "T2" 3 + 0 C <br /> O d 31.0 1.7 S 450mm APC d <br /> e 1 FES 22.47m LT "T27 30+33.117 e <br /> 11 a 0.21 4 1.6 1 1 1.6 OCPI DI 0.76m RT "SJ-12" 47+64.835 11 a D-2 <br /> Q b 21.0 0.7 S 450mm APC 0.76m RT "SJ-12" 47+64.835 b <br /> cc C 1 FES 23.38m RT "SJ-12" 47+66.323 C <br /> U- d 3.17 23.2 2.0 S 450mm APC 23.38m RT "SJ-12" 47+66.323 d <br /> a e 1 FES 23.52m LT "SJ-12" 47+63.226 e <br /> v <br /> U- <br /> x O <br /> W D-6 FOTAL 1 1.47 1 7 1 36.5 1 7.07 1 417 3.17 6 1 10 1 2 1118.31 120.3 114.5 1 1 2.9 1 1 1 3 1 1 2 1 1 13 2 7.78 18.6 DRAINAGE QUANTITIES <br /> go <br /> co NO SCALE <br /> THIS PLAN ACCURATE FOR DRAINAGE ONLY. <br /> p - g 0: O <br /> cV <br /> O <br /> FOR REDUCED PLANS ORIGINALz468DRAWN BY: D.PENMAN <br /> SCALE IS IN MILLIMETERS I i l i 1 i 1 i 1 DWG FILE: 040D10 CU 06241 EA 456001 <br /> 733 6 <br />