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9385 9385 <br />MAXIMUM PERCENT BY WEIGHT PASSING SQUARE MESH SIEVES <br />. I . . . I. <br />.... I <br />..FIN... <br />D..... <br />.. �-2 <br />...... <br />..... <br />..... <br />...4 . <br />...... <br />.... <br />RpO d <br />..... <br />.... <br />Ac cess <br />- -- <br />. NC '0/p \ \ <br />....... <br />/ J Existing <br />86.41•• <br />..... <br />Q/�y<c -�� `\ <br />- -_-.. <br />-_- <br />- -_.- <br />` <br />18 M J <br />TOR <br />) <br />..... <br />.... <br />C -- <br />:967299 <br />MH ST <br />EXISTING SWAL£ \ //' HST- �'m <br />-- <br />`��_ \•\ \\ <br />.. .... <br />........ <br />T+09.7 9 <br />....... <br />.... 11. <br />SITE BENCHMARK <br />, / \0P/ <br />:10422629 �- - <br />- - - - - - _ <br />9380 <br />18" CULVERT INVERT <br />....... <br />.:.' <br />Q // ' _ _ MJL ST-1 <br />/...... <br />... . <br />N: 10528. 10 <br />G\! / 3 +05.0 <br />.... <br />N:953T.11 <br />\ <br />£.•9595.66 <br />EL =9382.00 <br />/ N: 10300.49 <br />\0 ,,�_ £:9585.32 <br />+26.65 <br />10295.87 <br />T8- <br />9�P <br />- 2' -3' HIGH WITH PICK OPENING <br />N \ <br />M -199 <br />M-199 <br />h94 <br />ST-1 <br />00QQ <br />WALL THICKNESS <br />OF 6" AT TOP TO <br />\ <br />9 9 9 9 ® ®® <br />16499.481 <br />SILT NC <br />. <br />....... <br />!956747 <br />NNECT EXISTING 18iCMP TO - 9 <br />1SRAD/JJG \ \ <br />99 09999990 <br />I <br />I <br />EW 44, 'H10 IL 80 -MD <br />NEW CUP TO HOL -K7TFl �� O <br />\ ,' <br />` / <br />i �--- - <br />`�`. <br />- - --- • �� • \ <br />....... <br />,I <br />I <br />SHRINK G <br />\...... <br />/� <br />. <br />&SAN N�SN£B'GRAD£ <br />9375 <br />7 O <br />t \ \ <br />OCA <br />HOLE/ RIM. MAXI M f7L`ySLOPt�\ <br />............................... <br />1 <br />\ <br />\ \ <br />9375 <br />/L <br />\ <br />9385 9385 <br />MAXIMUM PERCENT BY WEIGHT PASSING SQUARE MESH SIEVES <br />. I . . . I. <br />.... I <br />..FIN... <br />D..... <br />.. �-2 <br />...... <br />..... <br />..... <br />...4 . <br />...... <br />.... <br />.... <br />..... <br />.... <br />- -- <br />- -- <br />....... <br />....... <br />Gam. <br />..... <br />. - <br />- -_-.. <br />-_- <br />- -_.- <br />0 <br />..... <br />.... <br />9380 <br />MH ST <br />. ' ... .. <br />....... <br />/,/ <br />.. .... <br />........ <br />....... <br />....... <br />.... 11. <br />1/2" <br />SEE RIP <br />9380 <br />EXI577N0 <br />....... <br />.:.' <br />f�!. <br />/...... <br />... . <br />.. <br />.... <br />N:953T.11 <br />\ <br />.... <br />001313 <br />. <br />T8- <br />- 2' -3' HIGH WITH PICK OPENING <br />N \ <br />M -199 <br />M-199 <br />EXl NG <br />WALL THICKNESS <br />OF 6" AT TOP TO <br />9 9 9 9 ® ®® <br />SILT NC <br />. <br />....... <br />....... <br />................ <br />99 09999990 <br />... <br />........ <br />I ....... <br />....... <br />.... <br />.. <br />\...... <br />....... <br />........ <br />. <br />9375 <br />OCA <br />...... <br />............................... <br />1 <br />00000 9 0000 <br />9375 <br />FLEXIBLE SEALANT <br />\ <br />�� <br />S <br />............... <br />....... <br />.........0.... <br />9313 9 9 9 9 9 9 <br />.... <br />.. <br />...... <br />....... <br />............... <br />....... <br />9481. N. <br />£.•9336.87 <br />09.1 9. <br />76 . <br />O <br />999999 <br />. .......... <br />..:�....� <br />........... <br />TA <br />.. <br />... \ \ <br />. <br />...... <br />S <br />�11 D PI E <br />INST, <br />AND 12 xl? x 2" TE / <br />-1. loX <br />1c OA( £ <br />NV OUT MH 4 <br />1 <br />�\®B <br />A <br />PIPE J2 Lf�iA <br />1 <br />= <br />950744 �b <br />O <br />....... <br />....... <br />........ <br />....... <br />... !O &. <br />�.C.U..P . <br />BU OgND <br />..... <br />.. <br />....y.. <br />.....E <br />..... .. <br />STING <br />....... <br />..... <br />OURS JN E/ <br />I <br />0)) <br />q ER. <br />AT iFT I ALS <br />SEC AC <br />ON <br />!I . <br />I <br />I <br />� <br />\ £ <br />9370 <br />k-31" <br />�O <br />\ <br />.• <br />VARIES <br />COVER WEIGHT <br />9370 <br />....... <br />............... <br />............................. <br />127 <br />.............. <br />......11 <br />....... <br />............... <br />• <br />....... <br />BARREL TO BASE <br />....... <br />....... <br />........ <br />0...... <br />....... <br />........ <br />....... <br />....... <br />........ <br />.....I ................ <br />....... <br />...... .......I........ <br />............... <br />. <br />\` .................... <br />....... <br />25 5/8" <br />9365 <br />9365 <br />6" <br />RING WEIGHT <br />24" <br />\ <br />............. <br />.......0....................... <br />126 LBS. <br />1" <br />.............. <br />1.0............. <br />CONCRETE BASE <br />... ............................... <br />0 <br />Z <br />•- <br />CAST IN PLACE <br />' <br />.... . <br />....................0. <br />....... <br />..................I <br />_ <br />.............I <br />�� <br />.... <br />.... .. <br />.... <br />.............. <br />........ <br />....... <br />................ <br />9360 <br />0.........I— <br />........ <br />� <br />...} <br />\ 1 <br />............... <br />....... <br />9360 <br />i.... <br />m <br />..... <br />.... <br />....... <br />....... <br />...... h. <br />....... <br />....... <br />...................... <br />........ <br />.....� <br />.y <br />�� <br />.. .. .. <br />..... . <br />.. .... <br />9355 <br />I ............. <br />......I <br />....... <br />.............................. <br />.....° <br />.. � ............ <br />\ <br />....... <br />9355 <br />....... <br />...................... <br />....... <br />.............................. <br />....... <br />. <br />....... <br />....... <br />......... <br />......I <br />....... <br />........ <br />.0..... <br />................ <br />N. <br />....... <br />....... <br />.... <br />....... <br />........ <br />....... <br />....... <br />........ <br />....... <br />................ <br />.... .....T <br />\........ <br />...... <br />9350 <br />-4 <br />9350 <br />.............. <br />............... <br />.................... <br />.....0............0............ <br />..... <br />\.... <br />....... <br />....... <br />....... <br />................ <br />....... <br />0....... <br />....0.. <br />0...... <br />........ <br />....... <br />............. <br />. <br />.... <br />....... <br />.................... <br />............................... <br />. <br />9345 <br />................................................. <br />............................... <br />........ <br />1.. <br />....... <br />9345 <br />....... <br />....... <br />........ <br />....... <br />.. <br />....... <br />....... <br />........ <br />........ <br />....... <br />....... <br />....... <br />................ <br />........ <br />....... <br />....... <br />. — .. <br />....... <br />......p <br />.... <br />.... <br />...... <br />... <br />..... <br />9340 <br />; <br />9340 <br />INVERT IN (EX 18� 9376.92 INVERT IN 9372.80 INVERT IN 9371.63 INVERT IN 9346.00 9.342.00 INVERT IN <br />INVERT OUT 9374.00 INVERT OUT 9372.80 INVERT OUT 9369.63 INVERT OUT 9343.00 9342.00 INVERT OUT <br />STATION 0 +00 STATION 1+09.19 STATION 2 +15.82 STATION J +05.07 3+26.65 STATION <br />RIM 9382.00 RIM 9382.00 RIM 9382.00 RIM 9350.00 9343.50 RIM <br />0 +00 1 +00 2 +00 3 +00 <br />STORM SEWER PLAN AND PROFILE <br />DETENTION POND GRADING DETAIL <br />HORIZONTAL SCALE. • I" = 20' <br />2 <br />MAXIMUM PERCENT BY WEIGHT PASSING SQUARE MESH SIEVES <br />SIEVE <br />SIZE <br />PIPE BEDDING & HAUNCHING <br />MATERIAL <br />TYPE A <br />GRANULAR STABILIZATION <br />MATERIAL (SCREENED OR <br />CRUSHED ROCK TYPE B <br />IMPORTED MATERIAL (TO BE <br />USED WHERE SPECIFIED OR <br />DIRECTED BY THE ENGINEER <br />24" <br />- -- <br />- -- <br />314" TOP <br />2 INCH <br />- -- <br />100 <br />- -- <br />1 INCH <br />100 <br />- -- <br />- -- <br />NO 4 <br />- -- <br />L <br />- -- <br />NO 2 <br />1 BOTTOM <br />- -- <br />3% - 20% <br />0 <br />_. -- <br />- <br />---9,350-- <br />_ <br />- a <br />4 ir8 RIPRAP <br />APRON, <br />- - <br />1 <br />1/2" <br />SEE RIP <br />MAX_ <br />N :9428.85 <br />E.-9400.59 <br />N:953T.11 <br />\ <br />ECCENTRIC CONE <br />001313 <br />£.-9393.81 <br />AASHTO <br />- 2' -3' HIGH WITH PICK OPENING <br />N \ <br />M -199 <br />M-199 <br />EXl NG <br />WALL THICKNESS <br />OF 6" AT TOP TO <br />9 9 9 9 ® ®® <br />SILT NC <br />' <br />5" AT BOTTOM <br />99 09999990 <br />AAA STORM 999 <br />9 9 13 SEWER In 9 9 <br />° <br />OCA <br />00000 9 0000 <br />FLEXIBLE SEALANT <br />�� <br />S <br />' CAT <br />9313 9 9 9 9 9 9 <br />GA C. <br />Flrn 5 .E It /� UO/ <br />9481. N. <br />£.•9336.87 <br />/ <br />D N O <br />O <br />999999 <br />= <br />TA <br />.16 L.F. <br />SAS O L <br />IN AT 1.51; SL O / END' <br />S <br />�11 D PI E <br />INST, <br />AND 12 xl? x 2" TE / <br />1c OA( £ <br />NV OUT MH 4 <br />1 <br />�\®B <br />A <br />PIPE J2 Lf�iA <br />1 <br />= <br />950744 �b <br />O <br />L <br />T SLOP <br />1 <br />.336.94 j <br />BU OgND <br />�^)� <br />N <br />OURS JN E/ <br />I <br />0)) <br />q ER. <br />AT iFT I ALS <br />SEC AC <br />ON <br />D / <br />I <br />I <br />� <br />\ £ <br />T <br />T 2FT N / S <br />k-31" <br />�O <br />\ <br />.• <br />VARIES <br />COVER WEIGHT <br />DETENTION POND GRADING DETAIL <br />HORIZONTAL SCALE. • I" = 20' <br />2 <br />LIX) all <br />CORED HOLE OR BLOCKOUi TYPE A BEDDING MATERIAL SECTION A -A <br />FOR PIPE CONNECTION <br />RESTORE SURFACE <br />TO ORIGINAL GRADE <br />HORIZONTAL SCALE; 1 " = 50' tL <br />VERTICAL SCALE. • 1' = 5' w <br />MAXIMUM PERCENT BY WEIGHT PASSING SQUARE MESH SIEVES <br />SIEVE <br />SIZE <br />PIPE BEDDING & HAUNCHING <br />MATERIAL <br />TYPE A <br />GRANULAR STABILIZATION <br />MATERIAL (SCREENED OR <br />CRUSHED ROCK TYPE B <br />IMPORTED MATERIAL (TO BE <br />USED WHERE SPECIFIED OR <br />DIRECTED BY THE ENGINEER <br />24" <br />- -- <br />- -- <br />314" TOP <br />2 INCH <br />- -- <br />100 <br />- -- <br />1 INCH <br />100 <br />- -- <br />- -- <br />NO 4 <br />- -- <br />15 MAX <br />- -- <br />NO 2 <br />1 BOTTOM <br />- -- <br />3% - 20% <br />12" <br />:• <br />1 <br />1/2" <br />MAX_ <br />ECCENTRIC CONE <br />001313 <br />AASHTO <br />- 2' -3' HIGH WITH PICK OPENING <br />0000013 <br />M -199 <br />M-199 <br />WALL THICKNESS <br />OF 6" AT TOP TO <br />9 9 9 9 ® ®® <br />' <br />5" AT BOTTOM <br />99 09999990 <br />AAA STORM 999 <br />9 9 13 SEWER In 9 9 <br />° <br />00000 9 0000 <br />FLEXIBLE SEALANT <br />�� <br />MEETING AASHTO M -198 <br />9313 9 9 9 9 9 9 <br />999999 <br />= <br />PIPE I.D. + 36" <br />48" <br />�\®B <br />A <br />9 <br />A <br />L <br />MIN. <br />5 <br />FLEXIBLE SEALANT <br />MEETING AASHTO M -198 <br />.• <br />VARIES <br />COVER WEIGHT <br />KEY & GROUT <br />_ <br />127 <br />LBS. <br />• <br />BARREL TO BASE <br />' <br />25 5/8" <br />6" <br />RING WEIGHT <br />24" <br />126 LBS. <br />1" <br />CONCRETE BASE <br />Z <br />•- <br />CAST IN PLACE <br />' <br />LIX) all <br />CORED HOLE OR BLOCKOUi TYPE A BEDDING MATERIAL SECTION A -A <br />FOR PIPE CONNECTION <br />RESTORE SURFACE <br />TO ORIGINAL GRADE <br />HORIZONTAL SCALE; 1 " = 50' tL <br />VERTICAL SCALE. • 1' = 5' w <br />ALL BACKFILL MATERIAL SHALL BE PLACED FULL WIDTH IN 12" MAX. LIFTS <br />(8" LIFTS ADJACENT TO STRUCTURES) AND COMPACTED TO THE MIN. RELATIVE <br />DENSITIES SHOWN. <br />NOTE: NATIVE MATERIAL MAY BE USED IN LIEU OF GRANULAR BEDDING <br />& HAUNCHING MATERIAL IF APPROVED BY THE ENGINEER <br />AND THE NATIVE MATERIAL IS IN COMPLIANCE WITH SIZE <br />REQUIREMENTS FOR "TYPE A ". <br />MAXIMUM PERCENT BY WEIGHT PASSING SQUARE MESH SIEVES <br />SIEVE <br />SIZE <br />PIPE BEDDING & HAUNCHING <br />MATERIAL <br />TYPE A <br />GRANULAR STABILIZATION <br />MATERIAL (SCREENED OR <br />CRUSHED ROCK TYPE B <br />IMPORTED MATERIAL (TO BE <br />USED WHERE SPECIFIED OR <br />DIRECTED BY THE ENGINEER <br />2 INC <br />- -- <br />- -- <br />100 <br />2 INCH <br />- -- <br />100 <br />- -- <br />1 INCH <br />100 <br />- -- <br />- -- <br />NO 4 <br />- -- <br />15 MAX <br />- -- <br />NO 2 <br />20 MAX <br />- -- <br />3% - 20% <br />ALL BACKFILL MATERIAL SHALL BE PLACED FULL WIDTH IN 12" MAX. LIFTS <br />(8" LIFTS ADJACENT TO STRUCTURES) AND COMPACTED TO THE MIN. RELATIVE <br />DENSITIES SHOWN. <br />NOTE: NATIVE MATERIAL MAY BE USED IN LIEU OF GRANULAR BEDDING <br />& HAUNCHING MATERIAL IF APPROVED BY THE ENGINEER <br />AND THE NATIVE MATERIAL IS IN COMPLIANCE WITH SIZE <br />REQUIREMENTS FOR "TYPE A ". <br />WIDE SHELF CIL <br />ow <br />GROUTED PIPE CONNECTION <br />12" CONCRETE BLOCK. <br />tw 94 Lmtfi?y (FOR ALL PIPE <br />NON- SHRINK <br />12'x12'x12' TEE <br />_" GROUT FILLER Of M <br />METAL STRAP , S�0 <br />-�.'- <br />T .. NEW PIPE a al kq <br />1 <br />1' <br />• <br />;.,•-, <br />PIPE O.D. ZO <br />ROTATE PIPE SO <br />PLUS <br />CENTER OF GATE <br />IS BETWEEN T 7 <br />8" MAX. <br />WIDE SHELF CIL <br />ow <br />GROUTED PIPE CONNECTION <br />12" CONCRETE BLOCK. <br />tw 94 Lmtfi?y (FOR ALL PIPE <br />O K <br />CL <br />z <br />z <br />,K <br />rnn <br />m <br />ILL - <br />O.D. OF PIPE + <br />NOTE: <br />RIPRAP SHALL CONSIST OF HARD. DENS£. DURABLE STONE. <br />ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED <br />STONE OR BOULDERS WILL NOT BE ACCEPTED AS RIPRAP <br />MATERIAL. 774E STONE SHALL HAVE A SPECIFIC GRAVITY OF AT <br />LEAST 2.5. EACH PIECE SHALL HAVE ITS GREATEST DIMENSION <br />NOT GREATER THAN THREE 77MES ITS LEAST DIMENSION. <br />UATERWL. USED FOR RIPRAP MUST BE APPROVED BY THE <br />ENGINEER PRIOR TO INSTALLATION. <br />STONE z OF TYPICAL TYPICAL <br />SIZE MATERIAL STONE STONE <br />d50 SMMLLER THAN DIMENSIONS WEIGHT <br />(INCHES) TYPICAL STONE (INCHES) (POUNDS) <br />6 100 30 1280 <br />50 -70 24 650 <br />J5 -50 18 275 <br />2 -10 6 !0 <br />CUL VERT RIPRAP DETAIL <br />�1 <br />TOP OF POND - 9346 <br />36" INVERTED CONCRETE <br />BARREL SECTION <br />EXPANDED METAL <br />WIRE i <br />36' INVERTED <br />BARREL SECTION <br />33" GRATE W/ <br />24" OPENING <br />SEE DETAIL <br />Tnv . o'a5, <br />9" DIAMETER HOLE <br />INV - 9340.50 /h - 9340.60 <br />/ CRATE <br />\ / <br />PUCE FILTER FABRIC <br />SUCH AS MIRAFI 50OX , <br />BETWEEN GRATE AND <br />BARREL SECTION <br />REMOVE FABRIC AFTER <br />NJSTROCTION l'nMPI FTF <br />VEGETATION IS ESTAE SHED <br />1� <br />P1 <br />100- <br />THK. CONC. BOISE <br />MIRAFJ 50OX FABRIC <br />WRAP BACK INTO <br />RIPRAP <br />" DIAMETER HOLE <br />Received <br />j11L � 3 2004 <br />EARTH OR IMPORTED BACKFILL, PLACE & <br />COMPACT IN 12" MAXIMUM UFT& <br />(8 ADJACENT TO STRUCTURES) OMs�ne opn IlS&Geolo9Y <br />SLOPE OR SUPPORT TRENCH <br />SIDES PER OSHA STANDARDS <br />BEDDING & HAUNCHING <br />MATERIAL, TYPE A CALL BEFORE YOU DIG 1- 800 - 922 -1987 <br />GRANULAR STABILIZATION MATERIAL, <br />TYPE B REQUIRED IN UNSTABLE TRENCH NOTICE. FIELD VERIFY THE LOCATION OF ALL EXISTING <br />BOTTOM ONLY. THICKNESS TO BE UT7LME5 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. <br />.APPROVED BY THE ENGINEER <br />V 1 HOLE' AT 5' 0.0 - 1 MIN. TO 18 <br />\ IUSE CONSTRUCTION FABRIC WHERE <br />0 _ DIRECTED BY THE ENGINEER <br />T <br />MANHOLE AND TRENCH DETAILS SITE BENCHMARK <br />Invert /n, Existing <br />18' Culvrt <br />GATED PVC PIPE DETAIL NTS N.•10528. e 10 <br />E.-9595.66 <br />NTS Elev= 9382.00 <br />O_ <br />S <br />W <br />Or <br />ti <br />O <br />Q) U <br />m <br />2 Q Y <br />J � J U <br />U <br />W Z a <br />LAJ <br />O O <br />O <br />L <br />Q <br />LAJ <br />O a <br />j � o <br />Qo <br />N <br />4i <br />LAJ W <br />L4j C) <br />M <br />Z � <br />N <br />W 2 <br />Q ~ <br />U <br />rn <br />0 <br />0 <br />fA "* <br />A1: I <br />W n <br />Z <br />z N <br />IL ° <br />rn <br />v <br />• w <br />i o <br />Cco N n <br />ic O � op <br />Im <br />>n <br />_ � O <br />YJ y00 <br />Z J <br />�o <br />� U <br />Q • N <br />cc <br />z <br />fA O <br />Z w z <br />Z <br />azz o <br />W <br />J 0 <br />0 <br />HEET OF <br />4 5 <br />o <br />NOTE: <br />RIPRAP SHALL CONSIST OF HARD. DENS£. DURABLE STONE. <br />ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED <br />STONE OR BOULDERS WILL NOT BE ACCEPTED AS RIPRAP <br />MATERIAL. 774E STONE SHALL HAVE A SPECIFIC GRAVITY OF AT <br />LEAST 2.5. EACH PIECE SHALL HAVE ITS GREATEST DIMENSION <br />NOT GREATER THAN THREE 77MES ITS LEAST DIMENSION. <br />UATERWL. USED FOR RIPRAP MUST BE APPROVED BY THE <br />ENGINEER PRIOR TO INSTALLATION. <br />STONE z OF TYPICAL TYPICAL <br />SIZE MATERIAL STONE STONE <br />d50 SMMLLER THAN DIMENSIONS WEIGHT <br />(INCHES) TYPICAL STONE (INCHES) (POUNDS) <br />6 100 30 1280 <br />50 -70 24 650 <br />J5 -50 18 275 <br />2 -10 6 !0 <br />CUL VERT RIPRAP DETAIL <br />�1 <br />TOP OF POND - 9346 <br />36" INVERTED CONCRETE <br />BARREL SECTION <br />EXPANDED METAL <br />WIRE i <br />36' INVERTED <br />BARREL SECTION <br />33" GRATE W/ <br />24" OPENING <br />SEE DETAIL <br />Tnv . o'a5, <br />9" DIAMETER HOLE <br />INV - 9340.50 /h - 9340.60 <br />/ CRATE <br />\ / <br />PUCE FILTER FABRIC <br />SUCH AS MIRAFI 50OX , <br />BETWEEN GRATE AND <br />BARREL SECTION <br />REMOVE FABRIC AFTER <br />NJSTROCTION l'nMPI FTF <br />VEGETATION IS ESTAE SHED <br />1� <br />P1 <br />100- <br />THK. CONC. BOISE <br />MIRAFJ 50OX FABRIC <br />WRAP BACK INTO <br />RIPRAP <br />" DIAMETER HOLE <br />Received <br />j11L � 3 2004 <br />EARTH OR IMPORTED BACKFILL, PLACE & <br />COMPACT IN 12" MAXIMUM UFT& <br />(8 ADJACENT TO STRUCTURES) OMs�ne opn IlS&Geolo9Y <br />SLOPE OR SUPPORT TRENCH <br />SIDES PER OSHA STANDARDS <br />BEDDING & HAUNCHING <br />MATERIAL, TYPE A CALL BEFORE YOU DIG 1- 800 - 922 -1987 <br />GRANULAR STABILIZATION MATERIAL, <br />TYPE B REQUIRED IN UNSTABLE TRENCH NOTICE. FIELD VERIFY THE LOCATION OF ALL EXISTING <br />BOTTOM ONLY. THICKNESS TO BE UT7LME5 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. <br />.APPROVED BY THE ENGINEER <br />V 1 HOLE' AT 5' 0.0 - 1 MIN. TO 18 <br />\ IUSE CONSTRUCTION FABRIC WHERE <br />0 _ DIRECTED BY THE ENGINEER <br />T <br />MANHOLE AND TRENCH DETAILS SITE BENCHMARK <br />Invert /n, Existing <br />18' Culvrt <br />GATED PVC PIPE DETAIL NTS N.•10528. e 10 <br />E.-9595.66 <br />NTS Elev= 9382.00 <br />O_ <br />S <br />W <br />Or <br />ti <br />O <br />Q) U <br />m <br />2 Q Y <br />J � J U <br />U <br />W Z a <br />LAJ <br />O O <br />O <br />L <br />Q <br />LAJ <br />O a <br />j � o <br />Qo <br />N <br />4i <br />LAJ W <br />L4j C) <br />M <br />Z � <br />N <br />W 2 <br />Q ~ <br />U <br />rn <br />0 <br />0 <br />fA "* <br />A1: I <br />W n <br />Z <br />z N <br />IL ° <br />rn <br />v <br />• w <br />i o <br />Cco N n <br />ic O � op <br />Im <br />>n <br />_ � O <br />YJ y00 <br />Z J <br />�o <br />� U <br />Q • N <br />cc <br />z <br />fA O <br />Z w z <br />Z <br />azz o <br />W <br />J 0 <br />0 <br />HEET OF <br />4 5 <br />LAJ <br />O a <br />j � o <br />Qo <br />N <br />4i <br />LAJ W <br />L4j C) <br />M <br />Z � <br />N <br />W 2 <br />Q ~ <br />U <br />rn <br />0 <br />0 <br />fA "* <br />A1: I <br />W n <br />Z <br />z N <br />IL ° <br />rn <br />v <br />• w <br />i o <br />Cco N n <br />ic O � op <br />Im <br />>n <br />_ � O <br />YJ y00 <br />Z J <br />�o <br />� U <br />Q • N <br />cc <br />z <br />fA O <br />Z w z <br />Z <br />azz o <br />W <br />J 0 <br />0 <br />HEET OF <br />4 5 <br />HEET OF <br />4 5 <br />