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6' MIN. <br />Z <br />F <br />GAL -TRANS TYPE B <br />PRECAST CONCRETE <br />FLARED END SECTION <br />AS PER THE DETAIL 3:1 MAX. PLACE RIPRAP COBBLES W THICK, 2.0' EACH <br />ON SHEET 3. �- SIDE OF THE INLET PIPE AS SHOWN TO 43.0' <br />BEYOND THE INLET. RIPRAP COBBLES SHALL CONFORM <br />TO GAL TRANS SPECIFICATIONS, SECTION 72, <br />FACIN6 GLASS, METHOD B PLACEMENT SLOPE <br />PROTECTION <br />PLAN <br />3;\ <br />INLET <br />CONCRETE BASE AS PER <br />THE FLARED END SECTION, <br />AS SHOWN ON SHEET 3. <br />B' MIN. <br />SECT I ON <br />PLACE RIPRAP COBBLES W THICK <br />2.0' EACH SIDE OF THE INLET PIPE <br />AS SHOWN TO 6.0' BEYOND THE <br />INLET. <br />F�t� <br />LAKE5IDE SLOPE <br />INLET VETA I L <br />SCALE 1"=2' <br />CONSTRUCT PGG <br />CUTOFF WALL [A <br />J W I <br />Q p I I <br />m <br />PLAN <br />TON6UE END ON INLET SECTION <br />6RXVE END ON OUTLET SECTION <br />G D <br />CONSTRUCT PCG <br />CUTOFF WALL <br />e" <br />SECTION A -A <br />B- Pk J,' <br />END VIEW <br />MINIMUM DIMENSIONS <br />PIPE <br />DIA <br />A <br />B <br />G <br />D <br />E <br />5L7PE <br />12" <br />4" <br />104 <br />Ix IY <br />24„ <br />24" <br />p! <br />1B" <br />9" <br />24" <br />27" <br />36" <br />24" <br />9Jj" <br />21" <br />43jj" <br />MELANIE HERNANDEZ PH. (20g) 474-1747 <br />4.5' <br />EXT. 236 <br />51REE1 L16HTIN6 - PACIFIC 6A5 AND ELECTRIC CO. <br />i V <br />W j <br />Q Q <br />> <br />THOMA5 5AMANIE60 PH. (20g) g42-1783 <br />0. ZO j0.70' <br />_ <br />30" <br />12" <br />Bpi° <br />54" <br />60" <br />36" <br />15" <br />304" <br />63" <br />72" <br />42" <br />21" <br />4-�" <br />63" <br />78" <br />4.5' <br />Z <br />• <br />N <br />48" <br />24" <br />4*" <br />C HIAVARI WAY <br />12„ <br />64" <br />N <br />54" <br />2.7 <br />65" <br />B2" <br />PRECA57 CONCRETE <br />POLAREV ENV SECTION J7E7A I L <br />NO SCALE <br />.ar rrr•- �r <br />A. C. AND A. 3. <br />AS PER PLAN. <br />i"x 2"x 18" STAKES <br />AT 6. 0' 0. G. , MAX. <br />NAIL STAKES TO THE <br />HEAVERBOARP WITH 2 <br />12d NAILS EACH. <br />II x 4 It <br />1-i&A17ER130AR'p <br />SCALE i"=1' <br />U T I L 1 TY CONTACTS <br />SANITARY <br />SEPCER - OAKNOOD LAKE WATER DISTRICT <br />ATTN.: <br />MIKE 6ILTON PH. (20g) 634-6g20 <br />DOMESTIC <br />WATER - OAKNOOD LAKE WATER DISTRICT <br />ATTN.: <br />MIKE 6ILTON PH. (2011) 634-6820 <br />STORM DRAINA6E - OAKNOOD LAKE WATER DISTRICT <br />ATTN.: <br />MIKE 6ILTON PH. (20g) 634-6920 <br />ELECTRIC <br />- PACIFIC 6A5 AND ELECTRIC COMPANY <br />ATTN.: <br />THOMAS 5AMANIE-60 PH. (2011) 1142-17113 <br />6A5 - PACIFIC 6A5 AND ELECTRIC COMPANY <br />ATTN.: <br />THOMA5 SAMANIE60 PH. (2011) 1142-1783 <br />TELEPHONE <br />- VERIZON COMMUNICATIONS <br />ATTN.: <br />KATHY STROUT PH. (20g) 23g-0346 <br />GABLE TELEVI5ION - COMCAST <br />AT7N.: <br />MELANIE HERNANDEZ PH. (20g) 474-1747 <br />4.5' <br />EXT. 236 <br />51REE1 L16HTIN6 - PACIFIC 6A5 AND ELECTRIC CO. <br />ATTN.: <br />THOMA5 5AMANIE60 PH. (20g) g42-1783 <br />' STIQEET <br />SECT I DNS <br />577aEET NAME <br />50' <br />60' <br />In <br />441 " <br />D.O. <br />6u <br />VB?T. <br />7 , <br />9 , <br />A. C./ <br />B <br />T. <br />T.1. <br />"R" <br />ZOA6LI DRIVE <br />STA. 55+311.66 TO STA. 56+911.66 <br />• <br />4.5'O <br />(Si <br />W M U1 <br />�rnrn <br />O <br />• <br />0.20, <br />0.70 <br />5.0 <br />20 <br />COMO DRI VE <br />>- <br />Z <br />4.5' <br />0 <br />• <br />04 <br />0. ZO j0.70' <br />5.0 <br />20 <br />VERNAZZA COURT <br />0 <br />4.5' <br />0 <br />• <br />0.20/0. TO' <br />5.0 <br />20 <br />GALESETTA PLACE <br />�' <br />V <br />% <br />4.5' <br />Z <br />• <br />N <br />0.20 j0.70' <br />5.0 <br />20 <br />C HIAVARI WAY <br />W <br />4.5' <br />0'�/ <br />0.70 <br />5.0 <br />20 <br />R -VALUE NOTE <br />R -VALUE TE5TIN6 SHALL BE PERFORMED ON SUB6RADE AFTER THE ROUGH <br />6RAOIN6 HAS BEEN COMPLETED, TO VERIFY THE EXACT R -VALUES TO BE <br />USED FOR THE FINAL ASPHALTIC PAVEMENT DE -516N5. THE CONTRACTOR <br />SHALL WORK CLOSELY WITH THE SOIL5 EN67NEER TO DETERMINE THE <br />EXTENTS OF THE 6RAOIN6 WORK REQUIRED IN AREAS DEEMED UNACCEPTABLE <br />BY THE SOILS EN61NEER. ALL FINAL DESIGNS AND SOLUTIONS SHALL BE <br />APPROVED BY SAN JOAQUIN COUNTY PRIOR TO PLACING THE A66RE6ATE <br />BASE ROCK. <br />JE <br />1 '^6' S'�6• 18'^0' 18'-0• 5'-6' <br />2"0. 16'-O' 16' 02 2'-0- <br />1 '•O. <br />' -0•1'•O• 1' 0' 4',6• <br />d•� 5=. 5=.02 02 <br />0 <br />4�" ROLL CURB, 6UII <br />AND SIDEWALK AS PER <br />THE COUNTY STANDARDS <br />DR4NIN6 NO. GW -C6. <br />TYPICAL 50' <br />55 <br />PAVE USIN6 ASPHALT CONCRETE <br />AND A66RE6ATE BASE AS PER <br />THE STREET SECTION CHART <br />STREET SECT 1 ON <br />SCALE: I"=10' <br />23'0• <br />21'•0• <br />1'"0• <br />6'^0• 4'•0' II'•o' <br />BIKE <br />LVE <br />502 <br />4�• ROLL CURB, 60 it <br />AND SIDEWALK AS PER <br />THE COUNTY STANDARDS <br />DRAWIN6 NO. GW -C6. <br />JE <br />211.08 2'-0• <br />11.0• 4'-fi• NOTE: INSTALL 6" <br />VERTICAL CURB WITH <br />11' 0" 4' O• 61.0• NO SIDEWALK ON <br />BIKE ZOA6L 1 DRIVE FROM <br />LVE STA. 55+39.66 TO <br />02 5=.02 STA. 5&+39.66. <br />PAVE USING ASPHALT CONCRETE <br />AND A66RE6ATE BASE A5 PER <br />THE STREET SECTION CHART <br />TYPICAL 60' <br />57REE7 SECT I ON <br />SCALE: I"=10' <br />} ' ��> ,;�1, ;A k r E g t-� <br />:.. Y i vY A Vii <br />Anv !~nr<;U. :JE, 1 I I' S .'! 11h<n , <br />All 74 !�- O1 v,. -:k <br />u <br />0 <br />w <br />0 <br />Lu <br />a <br />0 <br />Z <br />O <br />e <br />Akv <br />Lg <br />�w <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: J. S. H. <br />DATE: 5EP1. 21, 2005 <br />SCALE: <br />1"=500' <br />DWG: 296H--CVR <br />CHECKED: KH <br />w6# 296H-04 <br />SHEEP <br />�� 30 <br />In <br />M <br />W <br />Z <br />C <br />10 LA <br />In v <br />C <br />� <br />W M U1 <br />�rnrn <br />1 <br />. <br />124 <br />Zo <br />z <br />C <br />>- <br />Z <br />V <br />04 <br />O� <br />W=gs" <br />O <br />uj <br />U T <br />UJ m <br />Z <br />Ln <br />V 1 <br />� <br />�' <br />V <br />% <br />0 p <br />oxo <br />Z <br />N <br />W <br />V <br />a <br />Akv <br />Lg <br />�w <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: J. S. H. <br />DATE: 5EP1. 21, 2005 <br />SCALE: <br />1"=500' <br />DWG: 296H--CVR <br />CHECKED: KH <br />w6# 296H-04 <br />SHEEP <br />�� 30 <br />