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y <br />�b <br />--------- -- <br />--- - - -� <br />--- - - - _---- � _� - Tp -16.90 - <br />FL= 15.90 <br />INSTALL I59 L F <br />"> <br />I I I I I <br />I I I I I <br />I I I 1 <br />I <br />6 I1 <br />o 17.8 I I <br />II <br />n I <br />I I I I 1 1 <br />I II <br />I I I I I I <br />1 I II <br />20, <br />II <br />� II <br />AD <br />I I II - <br />I II <br />I II <br />54.616 L. F. <br />I TOP O TO 2' HIGH WALL <br />EX. POWER POLE _ - 2. 0' I FC0TIN6 = 17. 7 <br />EX. FONER POLE�\ <br />8 TO BE REMOVED. pp, <br />II ;, <br />I III <br />GRADE A 2:1 SIDE LOT GRADE <br />TRANSITION AS PER SECTION "A" " <br />w <br />ON SHEET 3, TYP. <br />I1 rl <br />I I� <br />, I <br />3 1I 1 <br />Z+0.3 <br />II <br />II <br />II �� <br />I II <br />I <br />II II <br />I I I I <br />II II <br />II .I <br />I I I I <br />„ II <br />I I I I <br />I I I I <br />II �� <br />109. 33 2 TO 4' <br />HI6H WALL <br />TOP OF f=00T1 N6 = 17. 7 <br />� I I <br />3. O' <br />II <br />I <br />II <br />_ 1 <br />106 L. F. 5' HI <br />TOP OF WALL <br />FCl'JTIN6 = 17.7 <br />� I�o <br />\ I <br />\10 \ m <br />o a . <br />1 I <br />22.7 II 'QIII' o <br />u <br />LLJ <br />IISuj <br />I yrym� N <br />a I <br />II II Ln <br />o <br />1 <br />64 L. F. <br />1 2 TO 4'WALL1� <br />II ^ <br />TOP OF <br />FOOTIN6 = <br />19.0 <br />1� II r <br />CONCRETE "V" DITCH i N 65036'46 " <br />AT 5=. 004 <br />INSTALL THE RETAININ6 WALL AS <br />\b0 `10 PER THE DETAILS BELOW. PLACE <br />3 <br />D _ ----------- <br />20 - - _ _ -, / THE 50UTH FACE OF THE WALL AT <br />- _ _ / (�p� A P . Iv O. 75 ' NORTH OF THE PROPERTY TO BE RE <br />_ - <br />- - ---- - _ - _241-04-04 + LINE, TYPI GAL . <br />b - FF '- -� <br />-20 <br />FP <br />---25--- - '- ---_ <br />�i 3ti -�" - <br />-- _ -- --- o__ 2 A. -04-0-5 <br />a <br />----------------------------- <br />3TC <br />---- - o -- <br />RETA I N I N6 AALL PLAN <br />SCALE: I"=20' <br />THIS SHEET IS NOT A PART OF THE 5AN JOAOUIN <br />COUNTY APPROVAL FOR THE 6RADIN6 PLANS. <br />THE RETA 1 NI N6 WALLS -5+0W HEREON WILL REQUIRE <br />A BUILDIN6 PERMIT FROM THE 5AN JOAQUIN COUNTY <br />BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. <br />#4 HORIZ. AT TOP OF <br />6" G.M.U., GROUT SOLID #4 HORIZ. AT TOP OF WALL J <br />k <br />#5 AT 24" VERT. AT ¢ 8" G.M.U., GROUT SOLID <br />#4 HORIZ. AT TOP OF WALL #4 AT 24" MAX. HORIZ. d #5 AT 24" VERT. AT 'k <br />6" G.M.U., 6ROUT SOLID #4 HORIZ. ON TOP OF 9" `r #4 AT 24" MAX. HORIZ.-� <br />FIRST BLOCK <br />#4 AT 24" VERT. AT ¢ #4 HORIZ. ON TOP OF <br />PLACE 4" WEEP HOLES m FIRST BLOCK <br />#4 HORIZ. ON TOP OF 9" AT 4' O.G., TYP. <br />FIRST BLOCK m� s <br />m #4 HORIZ. AT I8" 0. C. <br />° PLACE 4" WEEP HOLES--� <br />ry `r m AT 6' O. G. , TYP. TOP AND BOTTOM, TYP. <br />N 6 - #4 CONT. AS SHOWN <br />#4 HORIZ. AT IB" O.G. 4 #4 HORIZ. AT IB" 0. C. <br />TOP AND BOTTOM, TYP. 2',,,b „ TOP AND BOTTOM, TYP. <br />m <br />5 - #4 CONT. AS SHOWN 3' 11-3' 6 - #4 CONT. AS SHOWN 3' <br />PLACE 2 - 6" 50. OVERLAPPIN6 PATCHES OF 6E05YNTHETIC <br />1 1 c111 FILTER FABRIC ATT/ <br />O' TO 2' HIGH <br />RETA I N I N6 AALL. <br />SCALE : -j"=I' <br />2' TO 4' HIGH <br />RETA I N I N6 AALL <br />SCALE : Jj"=1' <br />n <br />2',.,b <br />3"0" <br />12" WIDE FREE DRAINING <br />GRAVEL. USE GLASS II <br />MATERIAL GRADED IN <br />CONFORMANCE HITH SECTION <br />66-1.025 OF THE CALTRAN5 <br />STANDARD SPECIFICATIONS <br />DATED JAN. 1968. <br />PLACE DRAIN ROCK IN <br />6EO5YNTHETIC FILTER <br />FABRIC AS REQUIRED. <br />4" PERFORATED P.V.G. <br />CONTINUOUS ALONG THE <br />WALL. TIE TO DRAIN LINES <br />THRU WALL AT 6' 0. C. <br />5' HIGH <br />R=TA I N I N6 AALL <br />SCALE =I <br />SIIN z <br />FF�2a' <br />pp <br />POLE <br />UO d f <br />I <br />/ II � IIII <br />I - <br />6ENERAL. NOTES <br />I . SOIL BEARING VALUE USED IN THE DE516N OF RETAINING <br />WALLS 15 1,5010 P.5.F. THE BOTTOM OF FOOTIN65 SHALL <br />BE AT LEAST 15 INCHES BELOW NATURAL 69AVE OR 90% <br />COMPACTED FILL. <br />2. CONCRETE SHALL BE 2500 P. 5. I. AT 28 DAYS. <br />3. ALL CONCRETE BLOCKS SHALL BE 6RADE A, MEDIUM WE16HT <br />UNITS CONFORMIN6 TO ASTM G-90. <br />4. REINFORCING STEEL SHALL BE A5774 A615, 6RADE 60. <br />5. MINIMUM LAP FOR ALL REINFORCING TO BE 46 BAR <br />DIAMETERS. <br />6. ALL CELLS SHALL BE FILLED SOLIDLY WITH 6ROUT. <br />7. MORTAR SHALL CONSIST OF ONE PART PORTLAND GEMENT <br />-� TO -j PART HYDRATED LIME OR LIME PUTTY, AND A <br />VOLUME OF SAND NOT LE55 THAN 2-j AND NOT MORE THAN <br />3 TIMES THE SUM OF THE VOLUMES OF THE GEMENT AND <br />LIMES USED. <br />8. 6RCUT SHALL CONSIST OF ONE PART PORTLAND GEMENT, <br />3 PARTS SAND, AND 2 PARTS PEA 6RAVEL. <br />9. ALL HORIZONTAL BARS SHALL BE IN CHANNEL OR LINTEL <br />BLOCKS. <br />10. NO PIPING OTHER THAN CONDUIT SHALL BE EMBEDDED <br />ON THE BLOCK UNLESS APPROVED BY THE ENGINEER. <br />RDD ''� <br />RECCEVIING <br />i� 1 f'1Ci -t'1 n, <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />No. 61619 <br />Exp. 6-30-07 <br />DRAWN BY: KEVIN <br />DATE: Pff. 26, 2005 <br />1 <br />SCALE: "=20' <br />DWG: 296RET-WALL <br />CHECKED: R. D. G. <br />)OB # 296A-04 <br />SHEET M7 <br />OF 1 <br />Ln <br />00 <br />W <br />L_ <br />C <br />M <br />Ln <br />V1It <br />ru <br />Mn <br />Z <br />. <br />I <br />...� <br />1 <br />2 <br />11 <br />00 <br />r ' <br />0 <br />ILL <br />o �- <br />Z�o <br />V <br />W <br />O <br />w <br />. <br />01 <br />M <br />uW a <br />ZM <br />'Do � <br />�� <br />V <br />T <br />v <br />N Q n <br />V) <br />o <br />QZ� <br />W <br />un <br />a <br />6ENERAL. NOTES <br />I . SOIL BEARING VALUE USED IN THE DE516N OF RETAINING <br />WALLS 15 1,5010 P.5.F. THE BOTTOM OF FOOTIN65 SHALL <br />BE AT LEAST 15 INCHES BELOW NATURAL 69AVE OR 90% <br />COMPACTED FILL. <br />2. CONCRETE SHALL BE 2500 P. 5. I. AT 28 DAYS. <br />3. ALL CONCRETE BLOCKS SHALL BE 6RADE A, MEDIUM WE16HT <br />UNITS CONFORMIN6 TO ASTM G-90. <br />4. REINFORCING STEEL SHALL BE A5774 A615, 6RADE 60. <br />5. MINIMUM LAP FOR ALL REINFORCING TO BE 46 BAR <br />DIAMETERS. <br />6. ALL CELLS SHALL BE FILLED SOLIDLY WITH 6ROUT. <br />7. MORTAR SHALL CONSIST OF ONE PART PORTLAND GEMENT <br />-� TO -j PART HYDRATED LIME OR LIME PUTTY, AND A <br />VOLUME OF SAND NOT LE55 THAN 2-j AND NOT MORE THAN <br />3 TIMES THE SUM OF THE VOLUMES OF THE GEMENT AND <br />LIMES USED. <br />8. 6RCUT SHALL CONSIST OF ONE PART PORTLAND GEMENT, <br />3 PARTS SAND, AND 2 PARTS PEA 6RAVEL. <br />9. ALL HORIZONTAL BARS SHALL BE IN CHANNEL OR LINTEL <br />BLOCKS. <br />10. NO PIPING OTHER THAN CONDUIT SHALL BE EMBEDDED <br />ON THE BLOCK UNLESS APPROVED BY THE ENGINEER. <br />RDD ''� <br />RECCEVIING <br />i� 1 f'1Ci -t'1 n, <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />No. 61619 <br />Exp. 6-30-07 <br />DRAWN BY: KEVIN <br />DATE: Pff. 26, 2005 <br />1 <br />SCALE: "=20' <br />DWG: 296RET-WALL <br />CHECKED: R. D. G. <br />)OB # 296A-04 <br />SHEET M7 <br />OF 1 <br />