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2 - 2 "x 2 "x 3' PEGS <br />EACH BALE <br />PT. C <br />PT <br />PT. D MUST BE 6" MIN. OVERLAP <br />HIGHER THAN PT. C EDGES SECTION <br />NOTES: <br />1. EMBED BALES 4 TO 6 INCHES. <br />2. DRIVE STAKES MINIMUM 12" INTO <br />GROUND SURFACE, <br />3. PLACE PERPENDICULAR TO FLOW <br />DIRECTION AND A MINIMUM OF EVERY <br />100' ALONG SWALE FLOWLINE. <br />STRAW BALE PLACEMENT <br />N.T.S. <br />b <br />1H <br />i <br />1 <br />PT. D <br />BALES TO BUTT <br />TOGETHER <br />v <br />I <br />i <br />Owl <br />Y <br />IF _, - IF <br />LI TS OF <br />PH III <br />SILT. FENCE j GR DI G } <br />PROM PRASE II / RE pR +LL 1 I <br />PI D►ir �: I <br />OONSTRUCTION <br />P REM <br />AIf� 11%1?I // <br />1 LASE III 1CODJS U TI N', <br />SF <br />rp <br />l / <br />NOTES <br />1. CONTRACTOR TO COORDINATE ALL NEW INCLINOMETER TYPE <br />AND LOCATIONS WITH DAVE LEONARD, PE, SE OF PINNACLE <br />ENGINEERING (541) 440 -4871. <br />2. CONTRACTOR TO COORDINATE RELOCATION OF EXISTING <br />MONITORING POINTS AND PIEZOMETERS WITH DAVE LEONARD, <br />PE, SE OF PINNACLE ENGINEERING (541) 440 -4871 AND WITH <br />THE SAN MIGUEL COUNTY ENGINEER. <br />3. CONTRACTOR TO NOTIFY PUBLIC SERVICE COMPANY. OR THE <br />CURRENT PIPELINE OWNER AT LEAST 10 DAYS PRIOR TO START <br />OF CONSTRUCTION. <br />THESE PUNS WERE PREPARED BY ME AND UNDER MY DIRECT <br />SUPERVISION, EXCEPT FOR THE CONCRETE PENSTOCK CROSSING <br />PUN AND DETAILS (SEE SHEETS 2 -4). <br />GREGORY E. ANDERSON <br />COLORADO REGISTERED PROFESSIONAL ENGINEER 135736 <br />�'0►dPLETI <br />I/ <br />I <br />/ I <br />I <br />l� <br />0 <br />G <br />r <br />\ \ \� <br />\\ �,\ \ <br />I <br />i <br />r <br />1 <br />$TA: 1J'-'+00 <br />QFFSET: 10.41 R <br />END PENSTOCK COVEJi O <br />$EE DETAIL SHEET'4) xo <br />THIS STAMP CONFIRMS RENEW OF CIVIL DRAWINGS FOR <br />GEOTECHN/CAL COMPATIBILITY AND THAT THE PENSTOCK CROSSING <br />WAS DESIGNED UNDER RECT SUPERVISION <br />M• LEO <br />Q P ��sreq c9�a STA: 16 +00 <br />OFFSET: 12.06 L <br />T 16170 14 END PENSTOCK COVER <br />(SEE DETAIL SHEET 4) <br />.0 <br />qp <br />qrf OF CO�O�P " <br />i� <br />DAVID M. LEONARD <br />COLORADO REGISTERED PROFESSIONAL ENGINEER 115170 III <br />/ 4 <br />\ <br />\ I <br />tr <br />i <br />I <br />I <br />.1 <br />II I <br />i <br />� I <br />if <br />I '711 1 <br />c8STA: 10 +75.26 <br />F FSET: 14.00 L <br />BEGIN TRANSITION <br />TO EXISTING SWALE <br />8 1 <br />�j <br />EXISTING <br />MAJOR <br />CONTOUR <br />(TYP.) <br />EXISTING <br />MINOR <br />CONTOUR <br />(TYP.) <br />EA'O , EL66A D WETLANDS <br />M WALE N PLANS <br />S IT' <br />HET <br />EE ETA1L A S <br />STA: <br />OFFSET: 83. ` i 99.84 \\ <br />_-9389. <br />V — 9388. <br />'\ EDGE <br />I PROPOSE <br />ROADWAY T 1 +01.20, <br />0 SE 1$5.82 L <br />EL V. 9388 99 <br />1 I � <br />TA- 13 <br />SEA: 2, b <br />DRILLE o+ I L <br />METE1 A: 3 +1 36 IL ELE .� `93 8. <br />PHAS II P� NS) �OFF9ET: 55., L I / <br />ELE 938. <br />OPOSEC <br />TA: 3+ .79 <br />Rp I IEL4V. 939 .42 ROPOSED <br />>c <br />T' 1;D8 <br />93 <br />�+oD <br />PATK9NDER L(T(p1i1 <br />X41 GRAVEL PR <br />M9 2 00' <br />411J <br />FIL <br />44A p E Sfi' <br />TYPICAL SWALE SECTION: ARE <br />V i <br />3 FOOD DEPTH OF MATERIAL HAVING A PERMEABILITY <br />N <br />COEFFICIENT (k) OF 10( -6), 25' WIDE CENTERED ON SLOPE VARIES ��/ \ /� 1/ / bpi <br />CENTERLINE OF SWALE. PLACED IN MAX. 1' FOOT LIFTS, MIN. � <br />COMPACTED TO 95R OF MAX. THEORETICAL DENSITY AS MAX. <br />P440 DETERMINED BY AASHTO T -180. <br />�Ae TYPICAL SWALE SECTION <br />Rem (RELOCATED WETLANDS) <br />2910��` <br />S6 N. T. S. <br />eg0ke <br />fi�c t� a cwt— EV t SI o .✓ TIl — a 4- <br />%V/ � U Permit Number t _ <br />1.3 <br />Cass. OPermrt Eit _ _._._. <br />ClaSSL ❑Revision _._._._._._ _._ -_. <br />_._._. _._._._........ _ .... <br />r'V _ Z/ <br />AT-70 A) /� ��yn TYperSeq: /� <br />- I v I �� 'T ( Doc s b Report O Hydro General- - - - - -- - - - - - -- — - - - - - - -- - <br />-- - nd o - --- - -- --- --- ------ <br />— -- <br />OApplication (Coal only) ❑good En /orcement Insl"actlon <br />C 2S <br />w aL <br />o CLo <br />UF.H <br />CL <br />E <br />1 rn <br />J o 0 <br />� o <br />0 <br /># q m m <br />z0 <br />E E 6 ti <br />f0 ° 0 0 <br />d U <br />LL 0 <br />MAJOR CONTOUR (TYP.) <br />MINOR CONTOUR (TYP.) <br />I� <br />Q <br />IL <br />0 <br />8 cn <br />Z 0 <br />0 N <br />U <br />i Z <br />O <br />Qf <br />W <br />0 <br />Q <br />2<2.o <br />E Lo <br />Q <br />0, 17 <br />�- f ao <br />U <br />onv <br />X <br />O <br />W �= m <br />> odd <br />0 aal- <br />.rte <br />GEA <br />m � <br />_ <br />Checked by: <br />EE <br />y, K m a <br />;tart date: <br />N <br />a' =b <br />x\hb.\d0BS1991\91043$\ <br />z <br />e a� <br />. <br />z <br />0 <br />S <br />z <br />s r <br />o _ <br />J <br />c� <br />z <br />=ti•o <br />_b= <br />� s <br />uJ <br />Wz <br />p n <br />6 <br />Project Mgr. <br />GEA <br />by: <br />---- <br />GEA <br />Checked by: <br />DAVE LEONARD <br />;tart date: <br />02/19/02 <br />hing Path: <br />x\hb.\d0BS1991\91043$\ <br />Sheet No. <br />2 OF 4 <br />Project #: 91043e <br />