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51-611 <br /> Sta 315+36.62 <br /> 69.06 LT b 36 RCP (CL. IV) <br /> R/W Sto 305+56.43 w Sto 315+66.19 <br /> /54.47 LT - -� <br /> ��-- 57.56 LT Nv 3 3' DIA OPENING <br /> / 1SW1 DRAINAGE Sta 314+36.62 Al Sta 316+12,18 0 <br /> rn <br /> o DITCH d 69.14 LT w <br /> =- -� m <br /> - - - - _ - -- - T <br /> Y <br /> 1 (n W <br /> NEv' QI--,-RAINAGE °° \ d 24 RCP (CL. IV) <br /> c 5 DITCH o(f) Inn 18" RCP <br /> W Sto 305+01.10 0 ~"----� 00 <br /> + (CL. IV) <br /> 0 32.05 RT _ �--_ <br /> E' _ _ a 4' DIA I \ <br /> o rn S OR�NAGE DIT '-'-- - - --_. ___ O O 4 z z <br /> CH -------------- -- _ <br /> o tip _-------- --------- -- ------------ = L <br /> o w R/W <br /> Sta 314+5 52, Q <br /> 75.44 RT 24" RCP (CL. IV) <br /> Sta $15+13:34 �� For details not shown, see County of San Joaquin Standard Plan Sheets <br /> -� "TYPE 1 MAINTENANCE HOLE", "SADDLE-TYPE MANHOLE FOR ' PIPE 24" DIA. <br /> DRAINAGE PLAN / ` FORK 5 AND LARGER and MAINTENANCE HOLE FRAME AND COVER. <br /> SCALE: I " = 100' DRAINAGE SYSTEM © UNIT <br /> I <br /> DRAINAGE MAINTENANCE HOLE <br /> NO SCALE <br /> *3 REINFORCING BAR POW B <br /> PLACED AT 8" ON CENTER <br /> EACH WAY <br /> STA 334+46.77 <br /> 60.80 LT STA 335+36.10 <br /> I <br /> 00 LT <br /> STA 330#00.00 34. RCP (CLASS IV) JOINT <br /> -/ <br /> STA 319+72.671 S �k' 3220$: 6 ,4) 58.00 LT - - R/W <br /> 52.00 LT ,7.21-"L' T ` ---_ ___---- 2" CLEAR <br /> co pITCH --- <br /> w \ <br /> + RAINAGE - EACH WAY <br /> U) 8 NW <br /> a <br /> oM <br /> w!t <br /> Q _..Ld <br /> - <br /> -" - - - -- - <br /> Ld o � --=--�-- -� " PLAN VIEW 2. <br /> - -- -- 0MIWON` B <br /> _-- <br /> ----- -- 12*© 3 00 0 <br /> o <br /> *3 REINFORCING BAR <br /> o TA 335+ 6.10 <br /> - `-k7*r- i.-' aO - _ _ ---- `__- + N 32.00 RT STA 337+95.98 PLACED AT 8 ON CENTER <br /> ' r e --,-___ - c4 STA 330+00.00 <br /> co 30.95 RT EACH WAY <br /> w ��' t----------------------- -- NE pR�NAGE pITCH -11 C458.00 RT <br /> -- -- ----- -R/W ------ 1 0 � A <br /> ►0- x '� SETA 321+19.26 DRAINAGED UNIT NYSTEM <br /> 04 * <br /> Q <br /> 49.26 RT <br /> 0 <br /> / STA �20+81.23 DRAINAGE PLAN DRAINAGE SYSTEM4 5 z <br /> 0 SECTION B-B o <br /> 92.471 RT SCALE= I " = 100 ' AND UNIT NO. o Q � <br /> .4T A 32o+14•x1 © ® z w CONCRETE COLLAR <br /> 76.46 RT 0 < <br /> STA 320+63.38 NOMINAL DIAMETER NO SCALELij <br /> N <br /> 68.47 RT 25 " MIN. OF FLAP GATEo <br /> 18 2411 <br /> Q <br /> 9" ESSIav a <br /> z NOTES: A 21/2 REGISTERED CIVIL ENGINEER <br /> ,i w <br /> DRAINAGE SYSTEM 11 MAX NORMAL DESIGN HEAD FOR SEATING FRONT VIEW SECTION A-A /�Z " �No. C60254 0 <br /> q; z FACE SHALL BE 25'. PLAAS AP OVAL DATE Ex. 6 30�+ <br /> AC OVERSIDE DRAIN o• °� MEDIUM DUTY FLAP GATE QUINCY ENGINEERING, INC <br /> NO SCALE FLAP GATES SHALL NOT BE PLASTIC. 3247 Ramos Circle q� CIVIC ��ti <br /> NO SCALE 13 Sacramento, CA 95827 - 2512 Or CM-1F� , <br /> a <br /> z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATESHEET TOTAL <br /> 1NoeAY HovtiY /29/01 <br /> SCALE DRAINAGE PLAN No. SHEETS <br /> � COUNTY OF SAN JOAOUIN AS SHOWN AND DETAILS GRADE SEPARATTION <br /> MIGHAEI. SANGHEZ 5/ 13/02 06 %� O1.50N 5/02 KAKEN TATMAN 5/02 -� s/j►/oma y/ u ���ru� � 14 41 <br /> FILE NAME DRAWER ISHEET NO. 1 ACAD REVISIONS I DATE <br /> 50b5KON1 . 06N <br />