PROJECT AS-BUILT DRAWINGS HAVE BEEN REVIEWED BY THE PROJECT ENGINEER AND REPRESENT TO THE BEST OF MY KNOWLEDGE THE PROJECT AS CONSTRUCTED. PE: DATE: 09/25/2017
As-Builts Contractor: Ahtna Environmental, Inc. Project Engineer: Emily Delaney Start Date: July 15, 2017 End Date: August 16, 2017
Emily Delaney
Digitally signed by Emily Delaney DN: cn=Emily Delaney, o=DOT&PF, ou=Southcoast Construction, [email protected], c=US Date: 2017.09.25 12:11:01 -08'00'
PROJECT AS-BUILT DRAWINGS HAVE BEEN REVIEWED BY THE PROJECT ENGINEER AND REPRESENT TO THE BEST OF MY KNOWLEDGE THE PROJECT AS CONSTRUCTED. PE: DATE: 09/25/2017
Emily Delaney
Digitally signed by Emily Delaney DN: cn=Emily Delaney, o=DOT&PF, ou=Southcoast Construction, [email protected], c=US Date: 2017.09.25 12:11:24 -08'00'
Matched existing grade,approx. 1% per M&O
PROJECT AS-BUILT DRAWINGS HAVE BEEN REVIEWED BY THE PROJECT ENGINEER AND REPRESENT TO THE BEST OF MY KNOWLEDGE THE PROJECT AS CONSTRUCTED. PE: DATE: 09/25/2017
Emily DelaneyDigitally signed by Emily Delaney DN: cn=Emily Delaney, o=DOT&PF, ou=Southcoast Construction, [email protected], c=US Date: 2017.09.25 12:11:49 -08'00'
ESTIMATE OF QUANTITIESITEM NO. ITEM DESCRIPTION PAY UNIT QUANTITY
201(3B) CLEARING AND GRUBBING LUMP SUM ALL REQUIRED
202(105) REMOVAL OF CULVERT PIPE LUMP SUM ALL REQUIRED
204(5) STRUCTURE EXCAVATION LUMP SUM ALL REQUIRED
301(2) AGGREGATE BASE COURSE, GRADING D-1 CUBIC YARD 90
602(2) ALUMINUM STRUCTURAL PLATE PIPE - ARCH, 15'7" SPAN, 10'2" RISE, 0.125" GAGE LUMP SUM ALL REQUIRED
602(4) STREAMBED MATERIAL LUMP SUM ALL REQUIRED
611(3) CONCRETE SLAB DEMO LUMP SUM ALL REQUIRED
618(2) SEEDING POUND 9
619(3) BONDED FIBER MATRIX (BFM) POUND 570
640(1) MOBILIZATION AND DEMOBILIZATION LUMP SUM ALL REQUIRED
640(4) WORKER MEALS AND LODGING, OR PER DIEM LUMP SUM ALL REQUIRED
641(1) EROSION, SEDIMENT AND POLLUTION CONTROL ADMINISTRATION LUMP SUM ALL REQUIRED
641(3) TEMPORARY EROSION , SEDIMENT, AND POLLUTION CONTROL LUMP SUM ALL REQUIRED
641(5) TEMPORARY EROSION , SEDIMENT, AND POLLUTION CONTROL BY DIRECTIVE CONTINGENT SUM ALL REQUIRED
641(6) WITHHOLDING CONTINGENT SUM ALL REQUIRED
642(1) CONSTRUCTION SURVEYING LUMP SUM ALL REQUIRED
642(3A) THREE PERSON SURVEY PARTY CONTINGENT SUM ALL REQUIRED
643(2) TRAFFIC MAINTENANCE LUMP SUM ALL REQUIRED
643(15) FLAGGING CONTINGENT SUM ALL REQUIRED
643(23) TRAFFIC PRICE ADJUSTMENT CONTINGENT SUM ALL REQUIRED
643(25) TRAFFIC CONTROL CONTINGENT SUM ALL REQUIRED
644(1) FIELD OFFICE LUMP SUM ALL REQUIRED
644(6) VEHICLES LUMP SUM ALL REQUIRED
644(15) NUCLEAR TESTING EQUIPMENT STORAGE SHED EACH 1
690(1) FISH PASSAGE WEIRS LUMP SUM ALL REQUIRED
BASIS OF ESTIMATEITEM NO. ITEM ESTIMATING FACTOR
201 (3B) CLEARING AND GRUBBING0.25 ACRE. QUANTITY DOES NOT INCLUDE CLEARING FOR ACCESS TO
FISH WEIR INSTALLATION SITE (MP 8.16)
204 (5) STRUCTURE EXCAVATION 1200 C.Y.
602 (4) STREAMBED MATERIAL 310 C.Y.
644 (6) VEHICLES 2
60
211050
Deleted CO #1Deleted CO #1
PROJECT AS-BUILT DRAWINGS HAVE BEEN REVIEWED BY THE PROJECT ENGINEER AND REPRESENT TO THE BEST OF MY KNOWLEDGE THE PROJECT AS CONSTRUCTED. PE: DATE: 09/25/2017
Emily Delaney
Digitally signed by Emily Delaney DN: cn=Emily Delaney, o=DOT&PF, ou=Southcoast Construction, [email protected], c=US Date: 2017.09.25 12:12:11 -08'00'
202(105) CULVERT REMOVAL
STATION TYPE DIAMTER (IN) LENGTH (FT) REMARKS
"C" Line 34+25 Arch 36" x 59" 140 MP 18.73
"C" Line 34+35 Arch 36" x 59" 140 MP 18.73
Total = 280
602(2) ALUMINUM STRUCTURAL PLATE PIPE ARCH SUMMARYPIPE 602(2) INLET OUTLET
NUMBER ASPPA 15'7" x 10'2" "C" LINESTATION OFFSET INV. "C" LINE
STATION OFFSET INV. SLOPE REMARKS
P-1 140' STA 33+88 61' LT TBD STA 34+72 51' RT TBD TBD MP 18.73 - Engineer will verify final invert elevations basedon streambed elevation at the time of installation
PROJECT AS-BUILT DRAWINGS HAVE BEEN REVIEWED BY THE PROJECT ENGINEER AND REPRESENT TO THE BEST OF MY KNOWLEDGE THE PROJECT AS CONSTRUCTED. PE: DATE: 09/25/2017
Emily Delaney
Digitally signed by Emily Delaney DN: cn=Emily Delaney, o=DOT&PF, ou=Southcoast Construction, [email protected], c=US Date: 2017.09.25 12:12:33 -08'00'
PROJECT AS-BUILT DRAWINGS HAVE BEEN REVIEWED BY THE PROJECT ENGINEER AND REPRESENT TO THE BEST OF MY KNOWLEDGE THE PROJECT AS CONSTRUCTED. PE: DATE: 09/25/2017
Emily DelaneyDigitally signed by Emily Delaney DN: cn=Emily Delaney, o=DOT&PF, ou=Southcoast Construction, [email protected], c=US Date: 2017.09.25 12:12:55 -08'00'
Beveled knots onlogs for flush fit.
PROJECT AS-BUILT DRAWINGS HAVE BEEN REVIEWED BY THE PROJECT ENGINEER AND REPRESENT TO THE BEST OF MY KNOWLEDGE THE PROJECT AS CONSTRUCTED. PE: DATE: 09/25/2017
Emily Delaney
Digitally signed by Emily Delaney DN: cn=Emily Delaney, o=DOT&PF, ou=Southcoast Construction, [email protected], c=US Date: 2017.09.25 12:13:19 -08'00'
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
00 20' 40'
SCALE IN FEET
"A" LINE
"B" LINE
FISH WEIRSDESCRIPTION "B" LINE STA. NORTHING (FT) EASTING (FT) EXISTING GROUND
ELEV. (FT)PROPOSED ELEV.WEIR INVERT (FT)
OFFSET WEIRLENGTH LEFT (FT)
OFFSET WEIRLENGTH RIGHT (FT)
NOTCH OFFSETLENGTH LT (FT)
WEIR LOGDIAMETER (FT)
Culvert invert @ discharge 23+65 9924.34 4958.66 93.37 n/a n/a n/a n/a n/a
Fish Weir "A" 23+75 9915.39 4954.22 91.73 93.86 13.0 11.0 4.0 2.0
Fish Weir "B" 23+85 9906.44 4949.76 91.87 93.36 11.0 11.0 2.0 1.5
Fish Weir "C" 23+95 9897.38 4945.53 92.48 92.85 9.0 10.0 0.0 1.0
SURVEY CONTROL MILE 8.16PT # NORTHING EASTING ELEVATION TYPECP1 9999.65 4948.54 93.37 EXISTING CULVERT INLET INVERTCP2 9924.34 4958.66 93.43 EXISTING CULVERT OUTLET INVERT
CP2
CP1PROJECT AS-BUILT DRAWINGS HAVE BEEN REVIEWED BY THE PROJECT ENGINEER AND REPRESENT TO THE BEST OF MY KNOWLEDGE THE PROJECT AS CONSTRUCTED. PE: DATE: 09/25/2017
Emily Delaney
Digitally signed by Emily Delaney DN: cn=Emily Delaney, o=DOT&PF, ou=Southcoast Construction, [email protected], c=US Date: 2017.09.25 12:13:43 -08'00'
00 40' 80'
SCALE IN FEET
EOP "C" LINEMATCH EXISTINGSTA. 35+50N: 9609.67E: 4639.13
BOP "C" LINEMATCH EXISTINGSTA. 32+50N: 9779.54E: 4391.85 "C" LINE
"D" LINE
SURVEY CONTROL MILE 18.73PT # NORTHING EASTING ELEVATION TYPECP3 9753.00 4522.86 93.30 EXISTING CULVERT INLET INVERTCP4 9616.26 4547.49 93.34 EXISTING CULVERT OUTLET INVERT
Culvert DataCulvert ID MP 18.73
Culvert Rise, in 122
Culvert Span, in 187
Length, ft 140
Embedment Depth, in (see Notes) 30
Material CorrugatedAluminum
Corrugation 9" x 2½"
Design Slope, ft/ft 0.0066
End Treatment None
Hydraulic Summary
Return PeriodFlowrate
(cfs)Headwater
(ft)
262 3.93
481 6.05
696 7.99
799 8.331,041 8.69
Pipe Full ( HW / D = 1 ) 660 7.67Overtopping Discharge 719 8.20
Roadway Overtopping Discharge Annual Exceedance Probability, % 1.3513%
PROJECT AS-BUILT DRAWINGS HAVE BEEN REVIEWED BY THE PROJECT ENGINEER AND REPRESENT TO THE BEST OF MY KNOWLEDGE THE PROJECT AS CONSTRUCTED. PE: DATE: 09/25/2017 Emily
Delaney
Digitally signed by Emily Delaney DN: cn=Emily Delaney, o=DOT&PF, ou=Southcoast Construction, [email protected], c=US Date: 2017.09.25 12:14:04 -08'00'
00 30' 60'
SCALE IN FEET
"D" LINE
"C" LINE
PROJECT AS-BUILT DRAWINGS HAVE BEEN REVIEWED BY THE PROJECT ENGINEER AND REPRESENT TO THE BEST OF MY KNOWLEDGE THE PROJECT AS CONSTRUCTED. PE: DATE: 09/25/2017
Emily Delaney
Digitally signed by Emily Delaney DN: cn=Emily Delaney, o=DOT&PF, ou=Southcoast Construction, [email protected], c=US Date: 2017.09.25 12:14:26 -08'00'
ESCP LEGEND
EOP "C" LINEMATCH EXISTINGSTA. 35+50N: 9609.67E: 4639.13
BOP "C" LINEMATCH EXISTINGSTA. 32+50N: 9779.54E: 4391.85
PROJECT AS-BUILT DRAWINGS HAVE BEEN REVIEWED BY THE PROJECT ENGINEER AND REPRESENT TO THE BEST OF MY KNOWLEDGE THE PROJECT AS CONSTRUCTED. PE: DATE: 09/25/2017
Emily Delaney
Digitally signed by Emily Delaney DN: cn=Emily Delaney, o=DOT&PF, ou=Southcoast Construction, [email protected], c=US Date: 2017.09.25 12:14:53 -08'00'
PROJECT AS-BUILT DRAWINGS HAVE BEEN REVIEWED BY THE PROJECT ENGINEER AND REPRESENT TO THE BEST OF MY KNOWLEDGE THE PROJECT AS CONSTRUCTED. PE: DATE: 09/25/2017
Emily Delaney
Digitally signed by Emily Delaney DN: cn=Emily Delaney, o=DOT&PF, ou=Southcoast Construction, [email protected], c=US Date: 2017.09.25 12:15:16 -08'00'
PROJECT AS-BUILT DRAWINGS HAVE BEEN REVIEWED BY THE PROJECT ENGINEER AND REPRESENT TO THE BEST OF MY KNOWLEDGE THE PROJECT AS CONSTRUCTED. PE: DATE: 09/25/2017 Emily
Delaney
Digitally signed by Emily Delaney DN: cn=Emily Delaney, o=DOT&PF, ou=Southcoast Construction, [email protected], c=US Date: 2017.09.25 12:15:38 -08'00'
PROJECT AS-BUILT DRAWINGS HAVE BEEN REVIEWED BY THE PROJECT ENGINEER AND REPRESENT TO THE BEST OF MY KNOWLEDGE THE PROJECT AS CONSTRUCTED. PE: DATE: 09/25/2017
Emily Delaney
Digitally signed by Emily Delaney DN: cn=Emily Delaney, o=DOT&PF, ou=Southcoast Construction, [email protected], c=US Date: 2017.09.25 12:16:09 -08'00'
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