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1 2 3 4 5 6 <br /> 131307000024 <br /> CITY OF LONGMONT ?S�• .,b,� w <br /> i <br /> O'4 N P•� m <br /> MATCHLINE SEE DWG C-005 <br /> SHADING BELOW TOE <br /> OF BANK INDICATES \ <br /> C x <br /> A BELOW GRADE ' I 2'THICK TYPE RIPRAP <br /> RIPRAP. SEE SECTIONS <br /> FOR DETAIL,TYP EXST GREENWAY TRAIL l a J 0 <br /> o T lo> w <br /> + Flo o <br /> II m <br /> 8 — -- \ <br /> I I CONTRACTOR TO REMOVE <br /> I FILL AREA FOR AND STOCKPILE TOPSOIL �, a <br /> I dd FROM AREA SHOWN ON Q �= <br /> �2I I EXCESS SOIL ' DWG C-005 FILL BEFORE O dN <br /> K 0 +00 2+ b PLACING EXCESS SOIL MATERIAL O d� <br /> �_.,1}cv+ K MATERIAL p WITHIN FILL AREA L)Fo <br /> CS-03 ~o I i CS-03 '\ z <br /> r FILL AREA TO HAVE POSITIVE GRADE 2 <br /> w I I =TO NORTH EAST N = w <br /> Lu ' CONTRACTOR TO VERIFY FINAL GRADE _` <br /> I - LIMITS OF 'I <N <br /> U o WITH OWNER PRIOR TO SEEDING CONSTRUCTION,TYP =w� <br /> _ z.w <br /> o 1 1 1313700045 <br /> EDGE OF WATER,TYP I Z N CITY OF LONGMONT zw <br /> B I <br /> Q m o <br /> U / � Z¢a <br /> aw <br /> BIOS 14+00 F i� <br /> I -I 4880 B1p513'p0 <br /> g815 - - - � � � Wa <br /> _ `�s,o_oo _ F ' <br /> o co <br /> PROPERTY LINE,TYP z ALL. <br /> 3°< <br /> C5 (D w Yu <br /> Z In 0 <br /> -O <br /> _ Z. <br /> n0 <br /> 0 <br /> _ w= <br /> I I E <br /> �/, �° <br /> SEE DWG CG-01 FOR SIDEWALK i <br /> L AND CRUSHER FINES REPLACEMENT Q c, aZ <br /> � I I � o zo <br /> 131318100003 - -� OO V i <br /> CITY OF LONGMONT rn 3 w? <br /> EXISTING GREENWAY TRAIL m T ~U <br /> I z UPON o <br /> w = <br /> s a w <br /> C FILL SLOPE TO MATCH 1 <br /> ADJACENT GRADE I <br /> EMBANKMENT REPAIR TO APPROX.4:1 <br /> MATCH SLOPES ADJACENT o 1 0 <br /> 50 LF X 180 LF J co =-PROTECT w <br /> EXST TREES U <br /> PROTECT EXST TREES +o L <br /> o <br /> z <br /> Lu <br /> z <br /> rn ILL <br /> 4885 r CONTRACTOR TO <br /> I PROTECT EXST APPROX— — — _ ��� I, OUTFALL AND ----CONTRA LOCATION OF GAS LINE 9 N Z <br /> / _ — _ — — — — — — _ — - 488 j CONTRACTOR TO FIELD VERIFY <br /> - - - - - '� CULVERT-- j AND COORDINATE DURING CONSTRUCTION <br /> 'O U�Z <br /> / / Q/ CONTRACTOR TO IL <br /> V -� IL <br /> / REMOVE AND REPLACE I I ` NOTES: z J <br /> 162 LF OF EXST CONC A 1. FOR WETLANDS,OPEN WATERS AND WATERS OF THE (� <br /> TRAIL SEE NOTE 5 US LIMITS SEE LANDSCAPING PLANS. <br /> 2. FOR PROJECT CONTROL SEE CONTROL LINE PLAN i Z <br /> FOR TRAIL REPAIRS \ i / / I DWGS CL-01 THRU CL-04. TOE OF BANK SHOWN FOR REFERENCE. Q <br /> TO THE WEST, w <br /> 3 T, . APPROXIMATE LOCATION OF ANADARKO GAS LINES <br /> SEE DWG ES101 - ARE SHOWN. IN CASE OF EMERGENCY CONTACT W <br /> I. INFORMATION IS PROVIDED IN THE PROTECT <br /> D `_ cP COORDINATION SPECIFICATION. N (� <br /> 4. SURVEY WAS COMPLETED FEBRUARY OF 2015. EDGE m O <br /> 131318200007 OF WATER AND OVERALL TOPOGRAPHY IS EXPECTED w <br /> DJS CITY LEASE OPTION `` TO DIFFER SLIGHTLY FROM EXISTING TOPOGRAPHY B L <br /> o I SHOWN. IF FIELD CONDITIONS VARY SIGNIFICANTLY C Z <br /> c' I FROM WHAT 1S SHOWN NOTIFY OWNER'S E H O <br /> OREPRESENTATIVE OF DIFFERENCES IMMEDIATELY. VERIFY SCALE <br /> IY I 5. SAWCUT EXISTING CONCRETE TRAIL SUCH THAT A I <br /> MINIMUM 5-FT STONE REMAINS OR SAWCUT AT NEAREST JOINT. BAR IS ONE INCH ON (,) <br /> ORIGINAL DRAWING. <br /> z I N N <br /> O I DATE JULY 2016 <br /> o+I I o so ,00 ,so O KEY MAP PROJ 653819 <br /> O Scale In Feet DWG C-006 O <br /> SHEET 34 of 103 U <br /> $PWURL SPWPATH FILENAME:SSR-FD-COO6.dgn PLOT DATE:2016\07\29 PLOT TIME: 6:30:15 AM <br />