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2014-08-29_REVISION - M2001107
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2014-08-29_REVISION - M2001107
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Entry Properties
Last modified
6/16/2021 6:28:21 PM
Creation date
8/29/2014 4:19:29 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2001107
IBM Index Class Name
Revision
Doc Date
8/29/2014
Doc Name
Technical revision request TR08
From
J&T Consulting, Inc.
To
DRMS
Type & Sequence
TR8
Email Name
PSH
TAK
Media Type
D
Archive
No
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U <br />U <br />Z <br />N <br />r <br />O <br />0_ <br />64 +00 <br />46 /U <br />4860 <br />4850 <br />4840 <br />4830 <br />4820 <br />4860 <br />4850 <br />4840 <br />4830 <br />4820 <br />-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 <br />62 +00 <br />4860 <br />- - <br />- - <br />- <br />- <br />- - - <br />APPROXIMATE. EXCAVATE TO LIMITS <br />`4 <br />e <br />WATER SURFACE <br />EXISTING GRADE <br />y q <br />ENGINEER. <br />y <br />rl <br />tnomIS <br />� mo <br />10'- 1---- I�15'- 1 <br />y <br />4860 <br />____ <br />__ _ <br />.:. <br />4860 <br />_ ___ <br />___ __ <br />_ <br />_ <br />o <br />4860 <br />03° <br />4850 <br />0 <br />FZ <br />a <br />� <br />w <br />c <br />H <br />a <br />0_ <br />c <br />0 <br />O <br />4 850 <br />Q <br />°o <br />Z <br />+ <br />m <br />m`n <br />N GI <br />o 0 <br />c <br />O Z <br />V ++ <br />o <br />cn 0 <br />° <br />m 3 <br />3 <br />, <br />3. <br />Q1 Q <br />/Zo <br />(A <br />4850 <br />4840 <br />J <br />V <br />to <br />a � <br />O <br />TOP <br />BEDROCK:-, <br />OF EX <br />TING <br />S <br />.,� <br />.. 38848 <br />4850 <br />Z <br />NE II <br />d <br />N <br />1 <br />'�`l <br />424/08 <br />-. <br />4840 <br />p..V"9/ _ TPY <br />c <br />/ <br />w <br />fAF" <br />Soy 1" = 20'N10V <br />O <br />TOP OF <br />EXISTING <br />r <br />7 <br />z, <br />v <br />V <br />Z <br />NE II <br />ZONE <br />T' <br />l <br />4830 <br />- - - <br />- - - <br />- - <br />- - - <br />- - <br />- - <br />v <br />o <br />Z <br />4840 <br />c <br />V <br />4830 <br />�' <br />�. <br />4840 <br />-- <br />_- <br />o <br />10 <br />EXISTING, <br />.- <br />- <br />4820 <br />- - - -- <br />2 TYP <br />. SOILS <br />.: .. :_ <br />4830 <br />—i2)' <br />KEYWAY <br />a <br />m <br />4820 <br />-200 <br />-180 <br />-160 <br />-140 <br />-120 <br />-100 <br />-80 <br />-60 <br />-40 <br />-20 0 <br />20 <br />70 +00 <br />4a /U <br />4860 <br />4850 <br />4840 <br />4830 <br />4820 <br />*a /u <br />4860 <br />4850 <br />4840 <br />4830 <br />4820 <br />-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 <br />68 +00 <br />48/0 <br />4860 <br />4850 <br />4840 <br />4830 <br />4820 <br />4a /u <br />4860 <br />4850 <br />4840 <br />4830 <br />4820 <br />-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 <br />66 +00 <br />46/0 <br />4860 <br />4850 <br />4840 <br />4830 <br />4820 <br />4a /u <br />4860 <br />4850 <br />4840 <br />4830 <br />4820 <br />-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 <br />NOTE: <br />A <br />Z <br />58 +00 <br />III <br />NORMAL OPERATING <br />APPROXIMATE. EXCAVATE TO LIMITS <br />`4 <br />e <br />WATER SURFACE <br />EXISTING GRADE <br />y q <br />ENGINEER. <br />y <br />rl <br />tnomIS <br />� mo <br />10'- 1---- I�15'- 1 <br />y <br />4860 <br />____ <br />__ _ <br />_ _ ___ <br />__ __ <br />_ ___ <br />___ __ <br />_ <br />_ <br />o <br />4860 <br />03° <br />e `a <br />0 <br />FZ <br />a <br />� <br />w <br />c <br />H <br />a <br />0_ <br />c <br />O <br />U U <br />Q <br />°o <br />Z <br />+ <br />m <br />m`n <br />N GI <br />o 0 <br />c <br />O Z <br />V ++ <br />o <br />cn 0 <br />° <br />m 3 <br />3 <br />N m <br />Q1 Q <br />O N <br />(A <br />4850 <br />J <br />V <br />to <br />a � <br />O <br />cc <br />S <br />.,� <br />.. 38848 <br />4850 <br />d <br />07121 <br />424/08 <br />d <br />p..V"9/ _ TPY <br />c <br />CM w BY- JCY <br />w <br />fAF" <br />Soy 1" = 20'N10V <br />O <br />TOP OF <br />EXISTING <br />r <br />7 <br />z, <br />v <br />V <br />Z <br />NE II <br />ZONE <br />T' <br />l <br />O <br />BEDROC <br />a <br />V <br />m <br />v <br />o <br />Z <br />4840 <br />c <br />V <br />�' <br />�. <br />4840 <br />10 <br />EXISTING, <br />- -- <br />— <br />- - - -- <br />2 TYP <br />. SOILS <br />.: .. :_ <br />4830 <br />4830 <br />_ <br />_. .+ <br />2' <br />_ <br />o <br />a <br />2 <br />KEYWAY <br />0 <br />e <br />m <br />4820 <br />c <br />4820 <br />-200 <br />-180 -160 -140 -120 -100 -80 <br />-60 -40 <br />-20 0 20 <br />12" CONSTRUCTION <br />DEWATERING PIPE AND <br />TRENCH AS <br />REOUIRED (TYP.) <br />70 +00 <br />4a /U <br />4860 <br />4850 <br />4840 <br />4830 <br />4820 <br />*a /u <br />4860 <br />4850 <br />4840 <br />4830 <br />4820 <br />-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 <br />68 +00 <br />48/0 <br />4860 <br />4850 <br />4840 <br />4830 <br />4820 <br />4a /u <br />4860 <br />4850 <br />4840 <br />4830 <br />4820 <br />-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 <br />66 +00 <br />46/0 <br />4860 <br />4850 <br />4840 <br />4830 <br />4820 <br />4a /u <br />4860 <br />4850 <br />4840 <br />4830 <br />4820 <br />-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 <br />NOTE: <br />A <br />Z <br />LIMITS OF EXCAVATION SHOWN ARE <br />III <br />APPROXIMATE. EXCAVATE TO LIMITS <br />`4 <br />e <br />DETERMINED IN THE FIELD BY <br />G� <br />y q <br />ENGINEER. <br />y <br />rl <br />tnomIS <br />� mo <br />y <br />cULL <br />I <br />�c4Y <br />o <br />03° <br />e `a <br />0 <br />FZ <br />a <br />� <br />w <br />c <br />a <br />0_ <br />c <br />O <br />U U <br />i+ <br />U <br />°o <br />Z <br />+ <br />m <br />m`n <br />N GI <br />o 0 <br />c <br />O Z <br />V ++ <br />o <br />cn 0 <br />° <br />m 3 <br />3 <br />N m <br />Q1 Q <br />O N <br />(A <br />U <br />J <br />V <br />to <br />a � <br />O <br />cc <br />dl <br />.. 38848 <br />w <br />d <br />07121 <br />424/08 <br />d <br />p..V"9/ _ TPY <br />c <br />CM w BY- JCY <br />w <br />fAF" <br />Soy 1" = 20'N10V <br />O <br />Sheet: a: <br />r <br />7 <br />z, <br />v <br />V <br />w <br />C <br />T' <br />O <br />y, <br />a <br />V <br />m <br />v <br />o <br />Z <br />c <br />V <br />Z <br />III <br />O <br />I <br />I I <br />� <br />I <br />o <br />cc <br />0 <br />FZ <br />a <br />� <br />I <br />0_ <br />U U <br />Z <br />m <br />m`n <br />m 3 <br />3 <br />O <br />a � <br />cc <br />ORE <br />.. 38848 <br />Q <br />07121 <br />424/08 <br />Dnrm By TPYANSS <br />p..V"9/ _ TPY <br />CM w BY- JCY <br />fAF" <br />Soy 1" = 20'N10V <br />� <br />Sheet: a: <br />15 <br />z, <br />
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