CTHM-VERONA-USH14RD_S0257 - Laserfiche WebLink

Home Browse Search

P 1 • t-" CENTERLINE y 42'-0` - — --- '- " 331-00 20'-6" ---- — — 20'-0" ----- — —�I-I I 9- 'O- ROUNDIN�-` 4'-0"fVARIABLE 0" 1'-0" POI1�R F REDTOONPROFIE9- 2I/2-BITUMNOUS I ROUT SLOPE 0.015.FT/- CRUSHEO__BRAVEL OR CRUSHED 9" GRANULAR SUBBASE COORS BASE COURSE PAVEMENT WIDENING \ - - -- ---- - 12 SEE CROSS SECTIONS S. \" TYPICAL FINISHED SECTION IN URBAN SECTION 21/2 CURB S GUTTER STA. 11+00 TO 11+80 LT. a I1+00 TO 11+73 RT. -' - - BITUMINOUS CURB 6 GUTTER STA. 11+80 20+62.8 d 11+73 TO 20+62.8 RT WARPED BITUMINOUS CURB 81 GUTTER SECTIONS STA. 15+00-19+50 RT. �`----9" ��--8" FERTILIZE IN SEED CONC. WALK STA. II+i3 TO 16+93 RT. w r w w FERTILIZE 6 SEED_\ SIDE ROAD "A" BLACK TOP CURB 6 GUTTER STA. 0 A +26 TO 0 A +15 BLACK -TOP CURB 6 GUTTER \ �-CENTERLINE --- ---- -- 15'-0" - -- - 15'-.0" - ------- 4'-0"--- - I I'- 0" --- Il' -O" - -- 4'-0" 2-'.7 BITUMINOUS MAT POINT -REFERRED TO ON PROFILE I2'-10" 3'-2" j�VARIABLE _ - - AR.I MIN. 3' MpA VARIABLE % q,1 $POPE B"CRUSHED GRAVE OR g"GRANULAR_SUBBASE COORS SLOPE 0.013 FT/FT. /2�-O" CRUSHED STONE BASE COURSE 0-1 HALF SECTION IN FILL HALF SECTION IN EARTH CUT ROUNDING TYPICAL FINISHED SECTION FERTILIZE BI SEED STA.20+62.8 TO 475*59.4 ; SIDE ROAD'E' 3'E'+50-3'E't82 B 4'E'+18-4'E't50------� 3' CENTERLINE 15'- 0" 5'- 0 --- - Il' -O" - 4'- 0" INT REFERRED ON PROFILE 2'-I 2'-2" VARIABLE 3 - - ---'- - VARIABLE 2' -,,pp MIN. 6" GRANULAR SUBASE ' . 6! UNDERCUT._ COURSE SLOPE 0:013 FT./f T. /O -I _ HALF SECTION IN ROCK CUT I TYPICAL FINISHED SECTION 1_CENTERLINE -- 28'-0" - 10" — 11'-0" - •-- II' -0"--- R 3'-0" 2'-10" VAR3'IABLE -0"'1' JRFACING 2" P I T REFERVAR- TO ON PROFILE 1h.rp B — _ — — — - _ VARIABLE 1�-1"�Mlh. B"CRUSNEQ_-OR _AV_Q_ERUSHEjL SLO-PE__ 10-I BASE COURSE 0.015 FT./FT. 1 HALF SECTION IN FILL HALF SECTION IN CUT TYPICAL FINISHED SECTION FOR SIDE ROADS "E" -"M" R \ STA. OE"+00-3"%+S0. 4`� "+ 50— 9-E-+p0OUNDING ,4M+65 -8"M + �OSTA. IM+50 -3 M+35 r-CENTERLINE - -- W"VARIABLE TO MATCH EXISTING ROAD -- 4'_0" VAR. 10'-O" - 10' -Ow I VAR. 2'-2", POINT REFERRED TO ON PROFIL IN. 2" BITUMINOUS MAT 2' SLOPE O.OIB FT./FT. A-1 SLOPE -- -" — 6"CRUSHED GRAVtI OR CRUSNE_ STONE BASE COURSE OQE HALF SECTION IN FILL HALF SECTION IN CUT oU LNG Zy2\ NOTE TYPE OF SURFACING TO MATCH EXISTING SURFACE — TYPICAL SECTION FOR SIDE ROAD �--VARIABLE--� VAR. p i- 1'-l+IN 1 ROUNDING ROUNDING . In S0257(3) STANDARD ABBREVIATIONS C UNCI ASSIFFD EXCAVATION F = FIL L C.P.= CULVERT PIPE B= BORROW W=WASTE C.M.P A.= CORRUGATED METAL PIPE ANCH S.P.P.A.=STRUCTURAL PLATE PIPE ARCH APPROVED DETAIL DRAWINGS ARE A:� FOLLOWS DETAIL PLATE NO.' PRIVATE ENTRAAES 3 SIDE ROADS 1-3.1.1 CONCRETE CURS d _'UTTER 3- 1.1.4 RIP RAP FOR CULVERT 6--2.4.2 RIP RAP AT S.R. B P.E. CULVERTS STRUCTURAL PLATE PIPE ARCH B CORRUGATEu METAL PIPE ARCH 6-5.3.1 C MARKER POSTS 9 MARKER POSTS FOR R/W 7- 1.3.3 CONSTRUCTION BARRICADE 7-4 1.2 CABLE GUARD FENCE 7-2 3 5 STEEL ELATE SEAM GUARD 7- 2 4.4 DITCH CHECKS s B-131 PIPE CATTLE PASS (72'; 6-7.11 OBLITERATING OLD ROAD 1-41 INTERSECTIONS AT GRADE 9-1.1.3 GENERAL NOTES: NO TREES ARE TO BE REMOVED WITHOUT THE THE APPROVAL OF THE ENGINEER SHRINKAGE VARIABLE ESTIMATED AT 0-40% THE EXACT LOCATION Of PRIVATE ENTRANCES TO BE DETERMINED IN THE FIELD BY THE ENGINEER 4"INCHES OF SALVAGED TOP SOIL TO BE PLACED ON ALL CUT 8 FILL SLOPES AS DIRECTED BY THE ENGINEER ALL RIGHT OF WAY EXCLUSIVE OF THE ROADBED AND AREA ALREADY COVERED WITH SUITABLE GRASSES SHALL BE FERTILIZED 8 SEEDED BIT. SURF NOT PART OF THIS CONTRACT. TYPICAL CROSS SECTION q FOR ROUNDING 30 FT. ROADBED