Laserfiche WebLink
1 2 3 4 5 6 <br /> I I � <br /> -- I CITY 130 000061 T ;Wo n�•',W N <br /> STA 6+80+/_BEGIN <br /> N a . <br /> ACCESS ROAD CONTRACTOR Z <br /> �— N I CONNECT O EXST R MATCH EXST ENTD <br /> B L UNTIL 10+00 P�\N <br /> C H \ s _ <br /> I EXST PEDESTRIAN BRIDGE s <br /> v W U <br /> l I ¢ U <br /> G'd 1titJ 02 9. Y w <br /> N 131307000061 I o I m <br /> O KEY MAP I CITY OF LONGMONT <br /> PROTECT LOCAL <br /> N \ EDGE OF WATER,TYP OSb *pp N TREES NEAR EXST BRIDGE 0 <br /> / a o <br /> 0 50 100 150 O \ / TOP OF MAINTENANCE ¢ z <br /> SEE DWG CS-08 PROTECT J ROAD EL 4881.5+/_ / Y w <br /> LIMITS OF CONSTRUCTION,TYP FOR PRE-FLOOD EXST TREES / O o� <br /> Scale In Feet \ CHANNEL PROFILE J / /*pp / I OO d0 <br /> ¢Fo <br /> NOTES: <br /> _ O a <br /> 1. FOR WETLANDS,OPEN WATERS AND WATERS OF THE US LIMITS \ \ / / `L 2*00 a O U i <br /> SEE LANDSCAPING PLANS. = wr <br /> / 2 7 2*2 ry* > O i z <br /> 2. FOR PROJECT CONTROL SEE CONTROL LINE I SEE DWG CS-07 FOR +0 L+ - CS r, z o <br /> PLAN DWGS CL-01 THRU CL-04. TOE OF BANK `\ 9* 'MAINTENANCE ROAD O <br /> SHOWN FOR REFERENCE. I FROM ZLATEN DRIVE PROFILE '"� - _ _ oo \ �" W d z = <br /> 3. APPROXIMATE LOCATIONS OF ANADARKO GAS LINES \ \ pp` f \ r <br /> ARE SHOWN. IN CASE OF EMERGENCY CONTACT / �9 �— w 010 <br /> INFORMATION IS PROVIDED IN THE PROJECT \ �00 T �\ w� <br /> COORDINATION SPECIFICATION. / CONTRACTOR TO PROVIDE / \ ego PROTECT w 5§ <br /> I APPROX 30'BOTTOM WIDTH / > Op EXST TREES J Z z1 <br /> 4. SURVEY WAS COMPLETED FEBRUARY OF 2015. EDGE OF / MINIMUM AND 4:1 SIDE <br /> WATER AND OVERALL TOPOGRAPHY IS EXPECTED TO DIFFER / J a <br /> B 0 SLOPE TO EXST GROUND / ti <br /> SLIGHTLY FROM EXISTING TOPOGRAPHY SHOWN. IF FIELD (A I / / = W<� <br /> CONDITIONS VARY SIGNIFICANTLY FROM WHAT IS SHOWN o o Op U ul <br /> NOTIFY OWNER'S REPRESENTATIVE OF DIFFERENCES <br /> IMMEDIATELY. w <br /> 6� o M w o <br /> / es z g o rc <br /> / REMOVE 462 LF+1- Q O 4* i Li z No u U3 <br /> 00 EXST CONCRETE g' <br /> TRAIL iw <br /> ONCRETE TRAI <br /> 131307401002 / 00 n �- <br /> l CITY OF LONGMONT I N o GGG/ ? SEE D P/ -0�[[PP-04 601.01 yo FOR GR WA�TRAIL PROFILE � <br /> \ � 0 <br /> ow <br /> 1307 0062 \ 0 <br /> PROPERTY LINE,TYP I \ Cl OF ONGMON ag <br /> T \ N o C <br /> 0 <br /> ? / C) � ` zz <br /> I a o s= <br /> APPROX LOCATION OF GAS LINES. I BACKFILL TO O <br /> CONTRACTOR TO FIELD VERIFY AND `'�* ELEV 4886' _ w <br /> rU <br /> COORDINATE DURING CONSTRUCTION \ � 9 I rn Z .jpXt O <br /> /I/ <br /> C �o o �l I' <br /> I o <br /> o <br /> / _, <br /> D I p 4'THICK,TYPE M � \ <br /> 00 00 SOIL RIPRAP m <br /> n I 2'THICK,TYPE M U <br /> _ I � TO STA 89N 95+25+05 1 $,� SOIL RIPRAP 1 w <br /> + I FROM STA B9N 18+43 <br /> DT-01 °r TO STA B9N 19+29 DT-01 U <br /> zQ <br /> m / — <br /> z <br /> m / 00 +o ,� 4'THICK,TYPE M • = y <br /> 0� SOIL RIPRAP O <br /> �I \ FROM STA B9N 18+23/' 1 Q w <br /> TO STA B9N 18+43 N J Z W <br /> G)I 16+00\ a DT-01 <br /> C) \ I y`00 �' "� FOR WINGWALL DESIGN w >0> <br /> \ 1{* 1 O 0p� AND DETAILS SEE DWG B-006 ¢ V Z <br /> O # 69N';�L / J AND M-601-20 a (D J <br /> O <br /> W FOR MAINTENANCE RO / z Q. <br /> o g9N 4'THICK,TYPE VH K <br /> WEST OF BRIDGE PROF <br /> IL <br /> SEE DWG CS-07 O \ VOID-FILLED RIPRAP F Z <br /> TOP OF BANK FROM STA B9N 15+25� Z <br /> EL 4 194.00+/- `�J v" �gN 13 I TO STA 89N 18+23 Q w <br /> DT-01 w <br /> i \ SHADING PAST TOE OF BANK z V <br /> D I �� INDICATES BELOW GRADE / <br /> 4880 _ �. ,�Z;+� RIPRAP SEE SECTIONS FOR FOR BRIDGE PROFILE w <br /> / $ DETAIL,TYP SEE DWG B-002 K <br /> 4 1 y 2'THICK,TYPE M P,\ <br /> SOIL RIPRAP Z <br /> T „pp h FROM STA B9N 11+05 \\��. O <br /> TO STA B9N 15+05 VERIFY SCALE <br /> THIS SECTION DTO <br /> BAR IS ONE INCH ON L) <br /> � � 0 DWG C-005S ON D �G(,�� <br /> ORIGINAL DRAWING, <br /> 0-1" <br /> MATCHLINE SEE DATE JULY 2016 <br /> PROJ 653819 <br /> DWG C-004 O <br /> SHEET 32 of 103 U <br /> $PWURL SPWPATH FILENAME:SSR-FD-0004.dgn PLOT DATE:2016\07\29 PLOT TIME: 6:28:29 AM <br />