Laserfiche WebLink
STD. FRAME 6 COVER;. „-,MORTAR <br />1'-6- rr ---- A— <br />JOINTS MAYBE EITkER KEYED <br />OR TONGUE AND GROOVE <br />I I <br />�O <br />O <br />0 <br />z <br />z <br />m <br />Z� STORM DRAIN MANHOLE <br />C --x'01 N 77 <br />1 1 <br />N47*1VE 50/4 <br />541*54C/N6 <br />5LOTTEOCAST/RONGR4TEAND.F.Q4ME, <br />•: <br />PER <br />PG41v5' <br />Df I- -SUPPLY OA-/AZ3-R//0'C-z4doD O!- <br />I I <br />IJ <br />1 <br />I ----1 <br />oR APPROVED FAUAL.. <br />C <br />I II <br />CONCRETE-! M/N. OBER FLANGE <br />� <br />F/LTER FABR/C, 5UPAfC 4NP <br />-- OR UAL <br />EQ <br />GROUT /N5/DE <br />�o o <br />SM007-H <br />14¢ &A <br />e4 O/A. ASTM C76, Cl- 4SS 2 RC, 0 <br />/f ,GOUREO /N ,PLACE, G6,C <br />o o DRA/N ROCK-•'y1V- 2% ' WA5NE0 <br />Sq. <br />711/CK WW Z -6 <br />Q <br />p 0 v <br />I: <br />O � <br />• <br />GRDUT ALL P/PE CONNECTIONS <br />o 6' PVC, PERFORATED <br />� •..,. <br />CONCRETE BASE <br />tS <br />� O �, . G'/N✓. Z$. <br />/ <br />DROP`INLET <br />N76 - <br />¢ SUBDRAIN DETAIL <br />N. 75. <br />STD. FRAME 6 COVER;. „-,MORTAR <br />1'-6- rr ---- A— <br />JOINTS MAYBE EITkER KEYED <br />OR TONGUE AND GROOVE <br />I I <br />�O <br />O <br />0 <br />z <br />z <br />m <br />Z� STORM DRAIN MANHOLE <br />C --x'01 N 77 <br />x <br />I�I <br />AREA DRAIN <br />PREC457 C01VCRE7E <br />ORA/MAGE /NLET. <br />5A/✓74 905A <br />/NVER7E0 W1STAM0.4RD <br />GRATE FR4ME. <br />GRATE FRAME 70 <br />5E GALV. W/La:K/NG <br />CL /P5. <br />N T5. <br />Al <br />IRC MESH B <br />1'-6" 6-• 8 � • 8- <br />SECTION A -A <br />WIRE MESH 4� <br />I <br />t-6• C <br />6 6• <br />SECTION 13:-8 <br />r---------- r--------------- <br />1 1 <br />o <br />Q <br />Q <br />•: <br />x <br />I�I <br />AREA DRAIN <br />PREC457 C01VCRE7E <br />ORA/MAGE /NLET. <br />5A/✓74 905A <br />/NVER7E0 W1STAM0.4RD <br />GRATE FR4ME. <br />GRATE FRAME 70 <br />5E GALV. W/La:K/NG <br />CL /P5. <br />N T5. <br />Al <br />IRC MESH B <br />1'-6" 6-• 8 � • 8- <br />SECTION A -A <br />WIRE MESH 4� <br />I <br />t-6• C <br />6 6• <br />SECTION 13:-8 <br />r---------- r--------------- <br />1 1 <br />o <br />Q <br />I CONSTRUCT CUT-OFF <br />I WALL AROUND THE <br />ENTIRE PORIMETER <br />I <br />I I <br />IJ <br />1 <br />I ----1 <br />I <br />C <br />I II <br />L-----------•r-------------- <br />TOE OF CHANNEL SLOPE <br />TOP VIEW T— <br />fi I- ; MITER CUT PIPE' TO FIT __—Mj•'�•— <br />( I FLUSH WITH SLOPE J <br />�`~ I H = 8=0 MINIMUM I <br />H =2 X PIPE DIA. (STO 0 <br />I I <br />NOTE, / 6'X 6'x /O 64. MAE- <br />10,65// 71/90446HOL T / <br />I CONCRE-TE. Vii° // WIRE MESH . <br />• I I / <br />i { / <br />I I -o <br />TOE OF CHANNEaL SLOPE / <br />=-T-------� tTBF-P�� <br />FRONT VIEW SECTION C -C <br />OUTFALL DETAIL <br />N. 75. <br />I 60 OO. 6� <br />r.4LP/C0 Z`bviDE <br />5EWER DETECTOR TAPE <br />SURFACIAi 06?,04 45 <br />141TERME0147E a4CKF/1-1--511rA6LE <br />NAT/VE A-147E•P/VJL, e-04IRW7A1 <br />1N ALL PAYED A,PEA5 <br />g5 ; ELSEWHFPE• <br />1N/T/AL A&A o LL -A66RE647,E <br />B45E,1-16,174 Y COMPACTED• <br />-0"8,e010/N19- COMPACTED <br />6'� STORM DRAIN TRENCH. <br />RECESSED <br />3/8"X8"GALV. <br />EYf "- <br />1" 1. <br />rG44:�'EORGE <br />4 t WARREN li <br />9'm_ No. C28362 �^ <br />M <br />0 " - 0 " CENTER TO CENTER <br />(UNLESS SPECIFIED OTHERWISE) <br />DIA. 7STRAND GALYVNIZED WIRE ROPE <br />45' <br />�I/2"DIA. DRILLED HOLE <br />lv-'-�Bllx 8"x 51 REDWOOD POST <br />ROUGH, CONSTRUCTION GRAD <br />7•GRADE SEE NOTE BELOW <br />p (. •Ip .-90%COMPACTED SUBGRADE <br />LINE POST DETAIL <br />TERMINAL POST ANCHOR DETAIL <br />NOTES& <br />I. PROVIDE CONCRETE FOOTINGS AT ALL END PC:STS, AT ALL BENDS AND <br />AS SPECIFIED IN SPECIAL CONDITIONS, <br />2. USE 3/8" X 2" GALVANIZED wirm ROi=E C•L"PS FBF' CONNECTION ,9.N0 <br />SPLICES. ALL CLIPS SHALL 13C o-'-:.CrD WITH KUTS FACING <br />DOWNWARD. <br />i <br />CABLE BARRIER <br />SIGNS <br />1. Signs shall be posted on 2" I.D. <br />gale. Pipe in urban areas and <br />either pipe or 4"x4" posts in rural <br />areas. <br />2. Stop 690 sizes shall be 30' for <br />urban areas and W for rural <br />areas. <br />3. Sip - State of California Highway <br />Code SW -43 shall be posted at <br />carves when needed <br />M <br />Sign -,State Df.Caiif.--=-' <br />Hwy. Code Type P1 -Y" <br />24W4" (reflective <br />lbound). <br />Sign - State of Calif. Hwy. <br />Code W-57 (24N4B") <br />L� <br />TRAFFIC SIGN <br />WCE <br />WARREN CONSULTING ENGINEERS <br />5777 MADISON AVENUE, SUITE 120D <br />SACRAMENTO. CA 95841 • (916) 349-aM5 <br />'� ��2>--1<. •>� �F ?8361- <br />1,-OWE2 eCT6Nr)0N aA6/1V <br />)i-ig-91 <br />�O-E'TA- I LS A SECT1-ONS. <br />■ <br />N W <br />o ao a <br />0 IX <br />W Q <br />df zv M <br />y2 mo <br />a 14 Ed, W <br />F- <br />W2N4 <br />2 <br />In E. <br />� <br />o <br />Q <br />