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1 2 3 4 5 6 <br /> . b <br /> Y;•4 \ 'S <br /> % 1-•'h <br /> 0 <br /> / o <br /> A I(7 a w <br /> aCo <br /> z <br /> r w <br /> FOR DROP STRUCTURE DETAILS Lij m <br /> SEE DWG C-102 w <br /> I � <br /> / w <br /> z o <br /> 4'THICK,TYPE VH I -••1 x w. <br /> VOID-FILLED RIPRAP G 2+00 2+66 G = $i <br /> FROM STA B2S 22+04 1 V L)u <br /> TO STA B2S 27+05 2 CS-0 / • I F- ¢i o <br /> z <br /> 4'THICK,TYPE M DT-01 <br /> SOIL RIPRAP <br /> FROM STA 62S 21+84 I I LIMITS OF Z >z <br /> TO STA B2S 22+04 I P 000NSTRUCTION,TY h x 5 <br /> DT-0 I I x U ¢ow <br /> 4'THICK TYPE VH <br /> — — — _ MATCHLINE SEE DWG C-004 131307000062 Q Or <br /> MATCHLINE7 � — — CITY OF LONGMONT I•� Z dF <br /> VOID-FILLED RIPRAPw <br /> O <br /> THIS SECTION CONTINUES 2 <br /> APPROX LOCATION OF GAS LINES.CONTRACTOR TO FIELD VERIFY AND '/ / x ON DWG C-004 _ — — _ 2 W 0 <br /> COORDINATE DURING CONSTRUCTION / 0`' ` oo i - I FOR BRIDGE PROFILE <br /> SEE DWG B-002 <br /> B - <br /> f / REMOVE 100 LF < <br /> / \ Z a <br /> f CONCRETE TRAIL,TYP <br /> m <br /> I TYP BOSH TH SIDE — ,n 4'THICK,TYPE VH C =wo <br /> CO d' VOID-FILLED RIPRAP W v w� <br /> SEE DWG T-03 — o `A rn FROM STA 17 16+20 —— <br /> m TO STA B4S 17+15 DT-01 � — — , _ 0o <br /> - -- --------- —— �— g0� <br /> L- - i�- / --- O cZ7 W rca <br /> Z 0 zrc <br /> O <br /> 87 O <br /> PROPERTY <br /> LINE,TYP <br /> � oz <br /> 00 4'THICK,TYPE M <br /> CONTRACTOR TO REMOVE AND +' / SOIL RIPRAP - ON <br /> DISPOSE OF SIDEWALK SLABS '� ` �L� FROM STA B4S 16+00 1 om <br /> IN CHANNEL AS PART OF N 1297446.96 / S V TO STA 64S 16+20 DT-01 m Fo <br /> SIDEWALK REPLACEMENT �1 <br /> SEE DWG CG-Ot �' 5'MH96 SHADING BELOW TOE OF of o 'o <br /> / SLOPE INDICATES BELOW Q ` zo <br /> 400-01 �� ` �p / GRADE RIPRAP,SEE O v <br /> SECTIONS FOR DETAIL,TYP 0 i_ <br /> EDGE OF WATER,TYP m <br /> CONCRETE TRAIL of w x� <br /> SEE NOTE 5 <br /> T <br /> W O�O� Odd <br /> i <br /> O \ G ( U <br /> �170 O <br /> NOTES: H <br /> I 1. FOR WETLANDS,OPEN WATERS AND WATERS OF THE US 0 <br /> SEE LANDSCAPING PLANS. <br /> 131307000024 W <br /> CITY OF LONGMONT i '" I INSTALL 250'LF 2. FOR PROJECT CONTROL SEE CONTROL LINE x <br /> 0 24'RCP CULVERT PLAN DWGS CL-01 THRU CL-04. TOE OF BANK SHOWN FOR x <br /> / ++ I PER M-603-10 REFERENCE. z <br /> 9 a 3. SURVEY WAS COMPLETED FEBRUARY OF 2015. EDGE OF WATER uj <br /> FOR PROFILE W <br /> / m J SEE DWG CS-08 AND OVERALL TOPOGRAPHY IS EXPECTED TO DIFFER SLIGHTLY O <br /> I FROM EXISTING TOPOGRAPHY SHOWN. IF FIELD CONDITIONS VARY <br /> SIGNIFICANTLY FROM WHAT IS SHOWN NOTIFY OWNER'S • a N w <br /> 2'THICK,TYPE M SEE DWG PP-01-PP-04 REPRESENTATIVE OF DIFFERENCES IMMEDIATELY. 0 > <br /> SOIL RIPRAP FOR GREENWAY TRAIL PROFILE ¢ o <br /> FROM STA 132S 11+00 -1 Z w <br /> / \ ' <br /> TO STA 82S 21+84 B2S 29+00 4. FOR TREE REMOVAL INFORMATION SEE G-020. <br /> 1 30+00 / w ❑ <br /> DT-01 / 5. CONTRACTOR TO RELOCATE EXISTING TOPSOIL IN THIS AREA V 9 <br /> TO FILL AREA SHOWN ON C-006. TOPSOIL FROM THIS AREA <br /> \ MUST BE KEPT SEPARATE. (L <br /> ACTIVE WELL SITE a (� <br /> (C7� SOIL IR PRAP E M / U) <br /> FROM STA B4S16 10+00 1 / z Z <br /> TO STA 84S 16+�0. w <br /> DT-01 h <br /> ,� o i.. REMOVE 130 LF l N w <br /> D o CONCRETE TRAIL,TYP �, \ \ B `- L m O <br /> 2 \ \C K ❑ <br /> Uj0 / \ H K Z <br /> 131307000045 \ 0 <br /> — — CITY OF LONGMONT _ — \ — — — — — — I VERIFY SCALE 0 <br /> ry <br /> N 129710e.27 MATCHLINE SEE DWG C-006 BAR IS ONE INCH ON U <br /> E 3129057.88 N O o Y <br /> ORIGINAL DRAWING. ❑ <br /> O 0 50 100 150 KEY MAP DATE DUL PROJ Y 2016 <br /> 653819 <br /> Scale In Feet DWG C-00 O <br /> SHEET 33 of 103 V <br /> $PWURL SPWPATH FILENAME:SSR-FD-0005.dgn PLOT DATE:2016\07\29 PLOT TIME: 6:29:24 AM <br />