FLOOD10501 ‎(2)‎

• County: Weld
• Basin: South Platte
• Title: CDOT - Highway Construction Bid Plans of Proposed Federal Aid Project No. BR 0853-050 - State Hwy No. 85
• Date: 8/26/2004
• Floodplain - Doc Type: Project

TABULATION OF DEUNEATORS
DELINEATOR DELINEATOR
TYPE 1 TYPE 3
STATION SIDE CRYSTAL YELLOW
TABULATION OF FENCING EACH EACH
FENCE FENCE BARBED CORNER AND
(PLASTIC) WIRE WITH LINE BRACE END POST ~
STATION SIDE METAl POSTS POST 10
STA 752+00 TO STA 775+00 LT. & RT. 4
FEET EACH
SH 85
STA 752+00 TO STA 775+00 RT. 2.340
STA 752+00 TO STA 775+00 LT. 2,213 140 2
TOTALS 10 4
TOT A L S 2.340 2.213 140 2 NOTE: IT IS ESTIMATED THAT 15 EACH OF REMOVAL OF DELINEATORS WILL BE
REQUIRED ON THIS PROJECT.
NOTE: IT IS ESTIMATED THAT 1.342 FEET OF REMOVAl OF FENCE WILL BE REQUIRED ON THIS PROJECT.
Computer File Information Sheet Revisions Colorado Department of Transportation As Constructed TABULATION OF GUARDRAIL. FENCING Project No./Code
Creation Date: 08/30/04 Initials: LHN c==) - DEUNEATORS AND SUMMARY
Last Modification Date: Initials: c==) ~ Region 4 - Loveland Residency No Revisions: OF EARTHWORK QUANTITIES BR 0853-050
c==) 2207 East Highway 402 - -
Full Path: C:\Proj Bridge 85\Design\Plans\ Loveland. CO 80537 . Oesiqner. Structure 14096
-=- or _....: Phone: [phone] FAX: [phone] Eed: -
Drawing File Name: ERTH_GRLAdwg c==) Detailer. Numbers -
- SCE Void: - 5
Acad Ver. 2004 Scale: Units: c==) Region 4 Sheet Subset: Subset Sheets: of Sheet Number

SUMMARY OF EARTHWORK QUANTITIES
-
INDEX PROJECT TOTALS
- -
BOOK, PN;€. ,SH CU. YD. CU. YD.
-
\NKMENT MATERIAL (COMPLETE IN PLACE)
SH 85 (FROM COMPUTER) 987
DETOUR (FROM COMPUTER) 5.566
STRUCTURE BACKFILL (FROM BRIDGE PlAN) XXXX
-
TOTAL FOR PAY QUANTITY 6,553
-
FOR INFORMATION ONLY
Unclassified Excavation
SH 85 (FROM COMPUTER) 2,253
DETOUR (FROM COMPUTER) 177
STRUCTURE EXCAVATION (FROM BRIDGE PlAN) XXX X
-
TOTAL 2,430
:OMPACTION (MsHTO T -99'
TOTAl EMBANKMENT (NET) 6,553
BASES OF CUTS AND FILLS 1,638
-
TOTAL 8,191
~
TOTAl 2.430
:MfWf
TOTAL 6.553
:MfWf
TOTAl 7,863
lQ.BRQ
TOTAL 5,433

REMOVAL OF REMOVAL OF GUARDRAIL END TRANSiTION
GUARDRAIL END ANCHORAGE TYPE 3 (6-3 ANCHORAGE TYPE 3G
STATION SIDE TYPE 3 POST SPACING) ( SRT)
FEET EACH FEET EACH EACH
STA 761+55 RT. 1
STA 759+98.75 RT. 1
STA 760+36.25 TO STA 763+ 11.25 RT. 275
STA 761 +55 TO STA 763+30 RT. 179
STA 763+30 RT. 1
STA 764+17 RT. 1
STA 764+17 TO STA 765+18 RT. 104
STA 765+18 RT. 1
STA 764+35.75 TO STA 766+35.75 RT. 200
STA 766+73.25 RT. 1
STA 762+30 LT. 1
STA 760+73.75 LT. 1
STA 761+11.25 TO STA 763+11.25 LT. 200
STA 762+30 TO STA 763+30 LT. 104
STA 763+30 LT. 1
STA 764+17 LT. 1
STA 764+ 17 TO STA 765+92 LT. 179
STA 764+35.75 TO STA 767+10.75 LT. 275
STA 765+92 LT. 1
STA 767+48.25 LT. 1
TOTALS 566 4 950 4 4

TABULATION OF GUARDRAIL