Laserfiche WebLink
R. 86 W. R. 85 W. <br />35 36 j — 31 32 <br />I <br />12 <br />7 6 <br />„ � <br />J � <br />t <br />r <br />PROJECT 1 <br />I, AUA I <br />14 1-Y 1311 16 r I I 17 <br />A <br />23 \\� 24 �9! 20 <br />i <br />ZB 251 1 / %/ 30 20I <br />SITE LOCATION MAP <br />0 5000' <br />I � <br />SCALE <br />z <br />a <br />`r <br />u <br />VA <br />LEGEND <br />EXSTING GROUND CONTOURS <br />(2' CONTOUR INTERVAL) <br />EKSDNG POTEN110METRN: SURFACE CONTOURS <br />(5' CONTOUR INTERVAL) LASHED WHERE INFERRED <br />PROPOSED CONTOURS <br />(2' CONTOUR INTERNAL) <br />jP-1 TEST PIT LOCATION AND IDENTIFICATION <br />O( 7160) (WATER LEVEL ELEVATION AND DATE SAMPLED <br />(7/2006) IN PARENTHESES) <br />PERMIT LINE <br />0 WATER ELEVATION <br />OVERBURDEN MONITORING WELL LOCATION <br />mm-1 AND IDENTIFICATION (WATER LEVEL ELEVATION <br />(5/x0. 7154.x) IN PARENTHESES) <br />r �7 <br />zz <br />10' DIAL ADS PERFORATED PIPE, <br />ASHTO M252 TYPE SP. OR EQUAL <br />UPON APPROVAL BY ENGINEER <br />1 _6Nr EL 7153 <br />TO FINE AGGREGATE SAID, <br />4 " :.' . PER ASTM C33 <br />10' OA ADS PERFORATED <br />PIPE, ASHTO M252 TYPE SP. <br />OR EQUAL UPON APPROVAL <br />BY ENGINEER <br />ADS DRAIN GUARD, ADS <br />3.0� MIN. 5000 OR EQUAL UPON <br />APPROVAL BY ENGINEER <br />FRENCH DRAIN <br />TYPICAL SECTION <br />NOT TO SCALE <br />FRENCH DRAIN NOTES: <br />1. COMPACT FINE AGGREGATE SAND AND COMPACTED FILL TO MINIMIZE SETTLEMENT. <br />2 SPOIL MATERYL WILL BE USED TO FILL PRIOR SLUMP. <br />'3. CONTRACTOR SMALL FOLLOW OSHA TRENCH SAFETY REQUIREMENTS. <br />4. STEEL FENCE POSTS WILL BE INSTALLED TO IDENTIFY OUTLET PIPE LOCATIONS. <br />PROPOSED PLAN <br />FILL <br />G DITCH TO BE / <br />AND GRADED TO I I <br />W1 DRAINAGE <br />PROOO E o / <br />DITCH o / <br />RELOCATION <br />1 <br />` H / <br />FILL 10' DA ADS PERFORATED PIPE, <br />ASHTO M252 TYPE SP, OR EQUAL <br />UPON APPROVAL BY ENGINEER <br />_INVT EL 7153 <br />FINE AGGREGATE SAID. T:IPRNP <br />PER ASTM C33 NATIVE <br />MATERAI. <br />OUTLET PIPE <br />DETAIL 2 <br />NOT TO SCALE <br />10' DA ADS PERFORATED PIPE. <br />ASHTO M252 TYPE SP, OR EQUAL <br />UPON APPROVAL BY ENGINEER <br />-INVT EL 7186.20 f- EXISTING <br />7170 <br />7180 <br />I <br />7150 <br />1 <br />r <br />7140 <br />INVT EL. 7153 <br />SEE OUTLET PIPE <br />DETAIL 1 <br />7151.51 <br />OUTLET <br />DETAIL <br />1a1ollNo <br />% <br />/ - <br />-- <br />}S9x- - <br />NOT TO SCALE <br />COMPACTED <br />b FILL <br />PROPOSED <br />GROWD , <br />FINISHED <br />TIM <br />GROUND <br />L _ <br />ll vlll <br />l <br />SM EL 716203, <br />-- <br />CAP END <br />i <br />i <br />TO FINE AGGREGATE SAID, <br />4 " :.' . PER ASTM C33 <br />10' OA ADS PERFORATED <br />PIPE, ASHTO M252 TYPE SP. <br />OR EQUAL UPON APPROVAL <br />BY ENGINEER <br />ADS DRAIN GUARD, ADS <br />3.0� MIN. 5000 OR EQUAL UPON <br />APPROVAL BY ENGINEER <br />FRENCH DRAIN <br />TYPICAL SECTION <br />NOT TO SCALE <br />FRENCH DRAIN NOTES: <br />1. COMPACT FINE AGGREGATE SAND AND COMPACTED FILL TO MINIMIZE SETTLEMENT. <br />2 SPOIL MATERYL WILL BE USED TO FILL PRIOR SLUMP. <br />'3. CONTRACTOR SMALL FOLLOW OSHA TRENCH SAFETY REQUIREMENTS. <br />4. STEEL FENCE POSTS WILL BE INSTALLED TO IDENTIFY OUTLET PIPE LOCATIONS. <br />PROPOSED PLAN <br />FILL <br />G DITCH TO BE / <br />AND GRADED TO I I <br />W1 DRAINAGE <br />PROOO E o / <br />DITCH o / <br />RELOCATION <br />1 <br />` H / <br />FILL 10' DA ADS PERFORATED PIPE, <br />ASHTO M252 TYPE SP, OR EQUAL <br />UPON APPROVAL BY ENGINEER <br />_INVT EL 7153 <br />FINE AGGREGATE SAID. T:IPRNP <br />PER ASTM C33 NATIVE <br />MATERAI. <br />OUTLET PIPE <br />DETAIL 2 <br />NOT TO SCALE <br />10' DA ADS PERFORATED PIPE. <br />ASHTO M252 TYPE SP, OR EQUAL <br />UPON APPROVAL BY ENGINEER <br />-INVT EL 7186.20 f- EXISTING <br />7170 <br />7180 <br />I <br />7150 <br />1 <br />r <br />7140 <br />0+00 G+50 1 +00 <br />NORTH TRENCH <br />7170 I W <br />Q <br />INVT EL. 7153 <br />SEE OUTLET PIPE <br />DETAIL 1 <br />7151.51 <br />1a1ollNo <br />% <br />/ - <br />-- <br />}S9x- - <br />/ <br />ow END <br />PIPE <br />W OF <br />7156.01. <br />TED <br />PROPOSED <br />GROWD , <br />, E <br />TIM <br />Of <br />0+00 G+50 1 +00 <br />NORTH TRENCH <br />7170 I W <br />Q <br />- - 0+00 0+50 1+00 <br />CENTER TRENCH <br />7180 <br />7150 Cn <br />z <br />O <br />V) <br />W <br />7140 <br />7170 <br />z <br />7180 <br />PROPOSED <br />GROWD , <br />, E <br />EL 7170AB. <br />�. <br />SM EL 716203, <br />-- <br />CAP END <br />i <br />i <br />7160 <br />GROW - <br />/ <br />Phi <br />PIPE <br />EL 71 <br />OF <br />OWLET PPE <br />: <br />TRENCH <br />2 <br />- <br />713141 <br />7150 <br />- - 0+00 0+50 1+00 <br />CENTER TRENCH <br />7180 <br />7150 Cn <br />z <br />O <br />V) <br />W <br />7140 <br />7170 <br />z <br />7180 <br />PROPOSED <br />GROWD , <br />, E <br />EL 7170AB. <br />CAP END <br />7180 <br />PROPOSED <br />GROWD , <br />, E <br />EL 7170AB. <br />CAP END <br />-- <br />7170 G <br />GROW - <br />- 3,361E P <br />PIPE <br />A <br />72DO <br />7180 <br />F4F.7 <br />0+00 0+50 1 +00 <br />SOUTH TRENCH <br />A' <br />7200 <br />gum <br />9:1 4 C R AT <br />A FA <br />`- 15141 <br />7140 0 +00 - 1 +00 2 +00 3+00 <br />NOTES: <7156 INDICATES THE BOTTOM OF TP -2 (EL 7156) WAS DIM <br />TEST PIT WAS PROJECTED ONTO CROSS - SECTION. <br />a B' <br />7200 7200 <br />0 <br />7160 7100 <br />7140 7140 <br />0 +00 1 +00 2 +00 <br />NOTES: TEST PIT WAS PROJECTED ONTO CROSS - SECTION. <br />C C' <br />7180 <br />7160 <br />5+00 7,40 <br />RECEIVED <br />SEP 'L 5 2006 <br />Division mining and Safety n, <br />7160 <br />7150 <br />7,40 <br />7180 <br />7170 <br />7160 <br />I, THE UNDERSIGNED, HEREBY <br />CERTIFY THAT THIS DESIGN IS <br />CORRECT AND SHOWS TO THE <br />BEST OF MY KNOWLEDGE AND <br />O M <br />0 <br />` <br />cq <br />I N <br />v ^ r <br />zN <br />� vo <br />r.1 <br />zZ <br />X <br />z °� <br />0 <br />I--I <br />V <br />z <br />w <br />U <br />0 <br />o° <br />�w <br />w <br />z� <br />i <br />Y <br />U L <br />�g <br />z o <br />O <br />P4 CZ7 z <br />WW � <br />AJ <br />Q <br />z O <br />A �r <br />Q <br />z o <br />W LLJ <br />QU � <br />�z <br />D <br />CD <br />W� a_ <br />I <br />R <br />n <br />L�:V�vr,4 �,•.n"•'• 't: Lam!.ZPw •�. =✓V T�.�.= :�StiG� �,.� ....�...— �/� W\ <br />-.. _.• _�.� nr,. �:- .- -,;.. +.:-• DRAINAGE BELIEF ALL THE INFORMATION <br />' "'�T REQUIRED BY THE SURFACE ��^ <br />71B0 'Frm+aE 20-3 7180 MINING LAWS OF THIS STATE. SS: /�..... \\E�G��\\\ <br />FINE AGGREGATE SAND. SLf <br />PER ASTM C33 U47EAML SECTION I TP-4 <br />7168 I DESIGNED BY: LMS <br />NOTE 7P-2 <br />THE OUTLET PIPE WILL EXTEND SLIGHTLY INTO THE EXISTING RIPRAP TO MINIMIZE DISTURBANCE OF EXISTING CHANNEL I DRAWN BY: SDG <br />7160 7180 <br />_ CHECKED BY:DMF <br />OUTLET PIPE DRAM _ Of30 DATE: 09/06 <br />DETAIL 3 SEE TYPICAL <br />NOT TO SCALE <br />TW EXHIBIT <br />IEC! ION <br />7140 - 7140 4.6 -19b <br />0 +00 1 +00 2+00 <br />NOTE: <7156 INDICATES THE BOTTOM OF TP -2 (EL 7158) ms Mr.. SHEET <br />TEST PITS WERE PROJECTED ONTO CROSS - SECTION. <br />1 OF 1 <br />-112y (� I o 2u Oco <br />7140 0 +00 - 1 +00 2 +00 3+00 <br />NOTES: <7156 INDICATES THE BOTTOM OF TP -2 (EL 7156) WAS DIM <br />TEST PIT WAS PROJECTED ONTO CROSS - SECTION. <br />a B' <br />7200 7200 <br />0 <br />7160 7100 <br />7140 7140 <br />0 +00 1 +00 2 +00 <br />NOTES: TEST PIT WAS PROJECTED ONTO CROSS - SECTION. <br />C C' <br />7180 <br />7160 <br />5+00 7,40 <br />RECEIVED <br />SEP 'L 5 2006 <br />Division mining and Safety n, <br />7160 <br />7150 <br />7,40 <br />7180 <br />7170 <br />7160 <br />I, THE UNDERSIGNED, HEREBY <br />CERTIFY THAT THIS DESIGN IS <br />CORRECT AND SHOWS TO THE <br />BEST OF MY KNOWLEDGE AND <br />O M <br />0 <br />` <br />cq <br />I N <br />v ^ r <br />zN <br />� vo <br />r.1 <br />zZ <br />X <br />z °� <br />0 <br />I--I <br />V <br />z <br />w <br />U <br />0 <br />o° <br />�w <br />w <br />z� <br />i <br />Y <br />U L <br />�g <br />z o <br />O <br />P4 CZ7 z <br />WW � <br />AJ <br />Q <br />z O <br />A �r <br />Q <br />z o <br />W LLJ <br />QU � <br />�z <br />D <br />CD <br />W� a_ <br />I <br />R <br />n <br />L�:V�vr,4 �,•.n"•'• 't: Lam!.ZPw •�. =✓V T�.�.= :�StiG� �,.� ....�...— �/� W\ <br />-.. _.• _�.� nr,. �:- .- -,;.. +.:-• DRAINAGE BELIEF ALL THE INFORMATION <br />' "'�T REQUIRED BY THE SURFACE ��^ <br />71B0 'Frm+aE 20-3 7180 MINING LAWS OF THIS STATE. SS: /�..... \\E�G��\\\ <br />FINE AGGREGATE SAND. SLf <br />PER ASTM C33 U47EAML SECTION I TP-4 <br />7168 I DESIGNED BY: LMS <br />NOTE 7P-2 <br />THE OUTLET PIPE WILL EXTEND SLIGHTLY INTO THE EXISTING RIPRAP TO MINIMIZE DISTURBANCE OF EXISTING CHANNEL I DRAWN BY: SDG <br />7160 7180 <br />_ CHECKED BY:DMF <br />OUTLET PIPE DRAM _ Of30 DATE: 09/06 <br />DETAIL 3 SEE TYPICAL <br />NOT TO SCALE <br />TW EXHIBIT <br />IEC! ION <br />7140 - 7140 4.6 -19b <br />0 +00 1 +00 2+00 <br />NOTE: <7156 INDICATES THE BOTTOM OF TP -2 (EL 7158) ms Mr.. SHEET <br />TEST PITS WERE PROJECTED ONTO CROSS - SECTION. <br />1 OF 1 <br />-112y (� I o 2u Oco <br />7160 7100 <br />7140 7140 <br />0 +00 1 +00 2 +00 <br />NOTES: TEST PIT WAS PROJECTED ONTO CROSS - SECTION. <br />C C' <br />7180 <br />7160 <br />5+00 7,40 <br />RECEIVED <br />SEP 'L 5 2006 <br />Division mining and Safety n, <br />7160 <br />7150 <br />7,40 <br />7180 <br />7170 <br />7160 <br />I, THE UNDERSIGNED, HEREBY <br />CERTIFY THAT THIS DESIGN IS <br />CORRECT AND SHOWS TO THE <br />BEST OF MY KNOWLEDGE AND <br />O M <br />0 <br />` <br />cq <br />I N <br />v ^ r <br />zN <br />� vo <br />r.1 <br />zZ <br />X <br />z °� <br />0 <br />I--I <br />V <br />z <br />w <br />U <br />0 <br />o° <br />�w <br />w <br />z� <br />i <br />Y <br />U L <br />�g <br />z o <br />O <br />P4 CZ7 z <br />WW � <br />AJ <br />Q <br />z O <br />A �r <br />Q <br />z o <br />W LLJ <br />QU � <br />�z <br />D <br />CD <br />W� a_ <br />I <br />R <br />n <br />L�:V�vr,4 �,•.n"•'• 't: Lam!.ZPw •�. =✓V T�.�.= :�StiG� �,.� ....�...— �/� W\ <br />-.. _.• _�.� nr,. �:- .- -,;.. +.:-• DRAINAGE BELIEF ALL THE INFORMATION <br />' "'�T REQUIRED BY THE SURFACE ��^ <br />71B0 'Frm+aE 20-3 7180 MINING LAWS OF THIS STATE. SS: /�..... \\E�G��\\\ <br />FINE AGGREGATE SAND. SLf <br />PER ASTM C33 U47EAML SECTION I TP-4 <br />7168 I DESIGNED BY: LMS <br />NOTE 7P-2 <br />THE OUTLET PIPE WILL EXTEND SLIGHTLY INTO THE EXISTING RIPRAP TO MINIMIZE DISTURBANCE OF EXISTING CHANNEL I DRAWN BY: SDG <br />7160 7180 <br />_ CHECKED BY:DMF <br />OUTLET PIPE DRAM _ Of30 DATE: 09/06 <br />DETAIL 3 SEE TYPICAL <br />NOT TO SCALE <br />TW EXHIBIT <br />IEC! ION <br />7140 - 7140 4.6 -19b <br />0 +00 1 +00 2+00 <br />NOTE: <7156 INDICATES THE BOTTOM OF TP -2 (EL 7158) ms Mr.. SHEET <br />TEST PITS WERE PROJECTED ONTO CROSS - SECTION. <br />1 OF 1 <br />-112y (� I o 2u Oco <br />D <br />CD <br />W� a_ <br />I <br />R <br />n <br />L�:V�vr,4 �,•.n"•'• 't: Lam!.ZPw •�. =✓V T�.�.= :�StiG� �,.� ....�...— �/� W\ <br />-.. _.• _�.� nr,. �:- .- -,;.. +.:-• DRAINAGE BELIEF ALL THE INFORMATION <br />' "'�T REQUIRED BY THE SURFACE ��^ <br />71B0 'Frm+aE 20-3 7180 MINING LAWS OF THIS STATE. SS: /�..... \\E�G��\\\ <br />FINE AGGREGATE SAND. SLf <br />PER ASTM C33 U47EAML SECTION I TP-4 <br />7168 I DESIGNED BY: LMS <br />NOTE 7P-2 <br />THE OUTLET PIPE WILL EXTEND SLIGHTLY INTO THE EXISTING RIPRAP TO MINIMIZE DISTURBANCE OF EXISTING CHANNEL I DRAWN BY: SDG <br />7160 7180 <br />_ CHECKED BY:DMF <br />OUTLET PIPE DRAM _ Of30 DATE: 09/06 <br />DETAIL 3 SEE TYPICAL <br />NOT TO SCALE <br />TW EXHIBIT <br />IEC! ION <br />7140 - 7140 4.6 -19b <br />0 +00 1 +00 2+00 <br />NOTE: <7156 INDICATES THE BOTTOM OF TP -2 (EL 7158) ms Mr.. SHEET <br />TEST PITS WERE PROJECTED ONTO CROSS - SECTION. <br />1 OF 1 <br />-112y (� I o 2u Oco <br />