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HomeMy WebLinkAboutIRRIGATION DITCH CROSSINGS TRAIL EASEMENT LAND SURVEY PLAT H-016 - Filed LSP-LAND SURVEY PLATS - 2010-03-02HORSETRAI L BIKETRAI L dd' _ j I 81 011 210, ;, '1' • Q , Q'♦ , .J, ,Q `', !..,+ Off•' ',/. (.:• '.I•V .I1,3,, t., • .. e ^�•fa. ::,.' ®� 'MYNI'MUI�' i�'_•1.5 a ;L;':'p .;,;:' :Io:,:: ,o o.r 4. 18" : , ALUMINUM BOX CULVERT •.� ° NOTE• IN" EQUALS 9.62 INCHES 'L GRADE 60 #4 REBAR 15"c-c BOTH WAYS EACH SURFACE ROUGHENED CONSTRUCTION JOINT i �i. (• ; r 4„ 411 t, 4„ HEADWALL FOOTING DETAIL 2 N -MAXr (19. 25 ) 850") 2N ODD N . 1.5 MIN. (3 () VARY (1925") COVER 700 1 SHELL CROWN RAD. (24'9.50" / SPAN "All SIDE ANGLE E ., ALUMINUM BOX CULVERT CROSS SECTION (TYPICAL) BOX CULVERT GEOMETRIC DATA STRUCTURE SPAN "A" RISE "8" AREA - - IN I I czn PIr 1 SHELL CROWN LEG HAUNC H PLATE WIDTH LENGTH SIDE ANGLE HAUNCH RIB "C"(N) " D"(N) "E" DEG.MIN.- LENGTH(N) THICKNESS OR) SPACING (IN.) REMARKS 1 10 11" 4' 3" 38.2 7 2.5 13° 30' 2@ 10 0.150 27 Xing approx. 1/4 mile E. of Taft Hill Road. 2 14' 10" 4' 1011 60.8 13 2.5 70 58 2�1a 9 0.225 18 New Mercer Ditch in Moore Park. 3 4 6 7 REVISIONS: CITY OF FORT COLLINS, CO LORADO ENGINEERING DIVISION SEE HANDRAIL DETAIL BACKFILL 90% STANDARD PROCTOR POST IN CONCRETE CYLINDER i'. ING GROUND 10 [LL EXTERIOR RIB (.3" x 2. 5 " ) BULB ANGLE 2,0„ 3" DIAMETER WEEP HOLES 18 FROM BOTTOM 18" c-c INSTALL FILTER CLOTH BETWEEN BACKFILL 8 WEEP HOLE 450 ALUMINUM FOOTING ' PAD (STRUCTURE No. 1) MOTE: 9MILNLIM3 M9s11I QE T_Q @E 4' d' WE O #4 REBAR c-c BOTH WAYS EACH SURFACE 18" MIN. I ' I • I I I 10 0" TYPICAL C___ __1] 12' d" TYPICAL CONTINUOUS #4 REBAR EACH SURFACE WHERE POSSIBLE :.:,• tf.... fill 3' 6" TYPICAL \ INUM BOX CULVERT PIT RUN GRAVEL - I ALUMINUM FOOTING PAD =' BOX CULVERT FOOTING DETAI L STRUCTURE No.I INVERT SELECT BACKFILL COMPACTED 90% STANDARD PROCTOR FILTER CLOTH Co G""I�ve d� L sr chaR7� i/90 1 ofl ?"A. � s✓L°r STRUCTURE No.I 1/211 DIA. HEX. GALVANIZE STEEL BOLTS COUNTERSINK WASHERS 8 2" x 411 PENTA PRESSURE TREATE11IIIIIIIIIIIIIIIIIII or REDWOOD/CEDAR WOOD RAILING i 4" x 4' PENTA PRESSURE TREATED — or REDWOOD/CEDAR WOOD POSTS 4 0" Cc 3/4' DIA. GALVANIZED STEEL BOLTS 4'0" C-c CONCRETE HEADWALL `.` $6" TYPICAL CHAMPER TOP EDGES GRADE 60 #4 REBAR NOTE: &.L HOLE IQ BE pRiLLE PRIOR TO PENTA TREATMENT HANDRAIL, DETAIL DESIGNED: I DRAWN: AROSWORTH : BOOK YAPPROVED: CHECKED: I DATE: IRRIGATION DITCH CROSSINGS SCALE: SHEET OF Z