or-ef-umpqu615-2022-2-1_plan.pdf
PDF 30 MB Posted
- Solicitation number
- 69056724B000023
About this file
I apologize, but I cannot summarize the file as requested because the actual file content was not provided in the message. While the government-file and federal-contract-opportunity metadata were included, the actual PDF file contents (or-ef-umpqu615-2022-2-1_plan.pdf) are missing. To provide an accurate summary, I would need to see the specific contents of the plan document. The available metadata indicates this is related to a Department of Transportation Federal Highway Administration construction project for Umpqua ERFO Repairs in 2022, with solicitation number 69056724B000023, but without the file contents, I cannot provide a detailed summary of the specific plan.
View the file
Other files
Show all 18
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
STATE PLANE COORDINATES GEO COORDINATES
POINT
NUMBER NORTH EAST ORTHOMETRIC
ELEVATION LATITUDE LONGITUDE ELLIPSOID
HEIGHT
COMBINED
FACTOR DESCRIPTION NOTE:
SITE 3210-1.42 1.
23101 436990.814 4238338.578 2392.139 42°50'14.048514"N 123°02'48.000960"W 2315.2196 0.999800592 5/8" IR W/ FHWA ALUM CAP
23102 437228.307 4238450.302 2400.574 42°50'16.427015"N 123°02'46.598930"W 2323.6545 0.999800122 5/8" IR W/ FHWA ALUM CAP
SITE 4710-2.7
23111 610411.456 4298637.117 1429.007 43°19'03.748214"N 122°50'23.983583"W 1352.5448 0.999833347 5/8" IR W/ FHWA ALUM CAP
23112 610573.694 4298613.852 1422.343 43°19'05.343692"N 122°50'24.359515"W 1345.8821 0.999833685 5/8" IR W/ FHWA ALUM CAP
23113 610796.161 4298623.052 1414.193 43°19'07.542815"N 122°50'24.319190"W 1337.7358 0.999834102 5/8" IR W/ FHWA ALUM CAP
23114 610945.476 4298587.718 1409.413 43°19'09.007362"N 122°50'24.853450"W 1332.958 0.999834349 5/8" IR W/ FHWA ALUM CAP
SITE 4711-1.7
23121 607361.755 4307131.640 1557.752 43°18'35.963992"N 122°48'27.975918"W 1481.4446 0.999826846 5/8" IR W/ FHWA ALUM CAP
23122 607056.717 4307192.778 1592.366 43°18'32.968723"N 122°48'27.035593"W 1516.0641 0.999825156 5/8" IR W/ FHWA ALUM CAP
COORDINATE SYSTEM : Oregon South SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18
EPOCH DATE : 2010.000
CADD SYSTEM COORDINATE SYSTEM : OR83/2011-SIF NSRS11(NAD83/2011) Oregon, Southern Zone, Intn'l Foot
PROJECT : Umpqua ERFO repairs 2022 DATE OF FIELD WORK :September, 2023 DATE OF FINAL ADJUSTMENT : November, 2023
PROJECT UNITS : International Foot
-M ar -2
2:
P M
C
M yF ile s\
D ow nl oa ds
O R E
R
FO
F S U
M
PQ
U
5-
-2
(1 co nt ro ls he et
.x ls x] S he et
To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.
PROJECT
A.6OR ERFO FS UMPQU 615-2022-2(1)
SHEET
NUMBER
SURVEY CONTROL
Sheet and Description
SECTION C SECTION D SECTION E SECTION F SECTION G
SITE 4710-2.7 SITE 4711-1.7 SITE 3220-1.42 DRAINAGE
EROSION AND
SEDIMENT
CONTROL
Allowance Bid Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL
A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
A0080 15401-0000 CONTRACTOR TESTING LPSM ALL
A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0120 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION LPSM All ALL
A0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 410 90 500
A0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 815 185 1,000
A0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FILTER ROCK) EACH 23 7 30
A0200 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL) EACH 18 7 25
A0220 20101-0000 CLEARING AND GRUBBING ACRE 0.3 0.3 0.2 0.1 0.9
A0240 20301-0700 REMOVAL OF DELINEATOR EACH 9 9
A0260 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1
A0280 20401-0000 ROADWAY EXCAVATION CUYD 127 148 53 34 362
A0300 20402-0000 SUBEXCAVATION CUYD 575 25 600
A0320 20435-1000 BACKFILL, SELECT GRANULAR CUYD 551 49 600
A0340 20701-0400 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE
D (WOVEN) SQYD 778 82 860
A0360 20703-2000 GEOGRID, STABILIZATION SQYD 2,117 83 2,200
A0380 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2 CUYD 8 2 10
A0400 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3 CUYD 26 4 30
A0420 25501-0000 MECHANICALLY STABILIZED EARTH WALL SQFT 1,827 73 1,900
A0440 25501-0000 MECHANICALLY STABILIZED EARTH WALL (WITH STAINING
AGENT) SQFT 558 42 600
A0460 26101-1000 REINFORCED SOIL SLOPE, WELDED WIRE FACE SQFT 704 46 750
A0480 30202-2100 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE TON 97 277 82 44 500
A0500 60201-0600 18-INCH PIPE CULVERT LNFT 75 5 80
A0520 60201-1000 36-INCH PIPE CULVERT LNFT 37 3 40
A0540 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40
A0560 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40
A0580 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY
WITH THUMB ATTACHMENT HOUR 40
A0600 62301-0000 GENERAL LABOR HOUR 40
A0620 62401-0400 FURNISHING AND PLACING TOPSOIL, 6-INCH DEPTH SQYD 209 11 220
A0640 62501-0000 TURF ESTABLISHMENT (GOV'T FURNISHED SEEDS) ACRE 0.3 0.3 0.2 0.1 0.9
MileStone: 100% Date Completed: In Progress Report Date: 03/26/25
A M E N D
Line Item No.
Pay Item Number
SUMMARY OF QUANTITIES
-M ar
-2
2:
P
M
Remarks and/or Determination of Estimated QuantityPay Item Description Unit
Estimated Quantities c:
\p w _w or k_ w fl\ d0 or
-e f-um pq u6
-2
2- 2-
1_ qs um .x ls m
]S he et
PROJECT
B.1OR ERFO FS UMPQU 615-2022-2(1)
SHEET
Sheet and Description
SECTION C SECTION D SECTION E SECTION F SECTION G
SITE 4710-2.7 SITE 4711-1.7 SITE 3220-1.42 DRAINAGE
EROSION AND
SEDIMENT
CONTROL
Allowance Bid Schedule
A0660 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 778 152 930
A0680 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4 SQYD 281 19 300
A0700 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 2 2 2 6
A0720 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH EACH 6 6 6 2 20
A0740 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C EACH 2 2 2 6
A0760 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 20 20 20 10 70
-M ar -2
2:
P M
MileStone: 100% Date Completed: In Progress Report Date: 03/26/25 c:
\p w _w or k_ w fl\ d0 or
-e f-um pq u6
-2
2- 2-
1_ qs um .x ls m
]S he et
2)
SUMMARY OF QUANTITIES
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated Quantity
PROJECT
B.2OR ERFO FS UMPQU 615-2022-2(1)
SHEET
10.4 x 16 25101 -0200
25101 -0300
60201 -0600
60201 -1000
Station
ES
TI
M A
TE
D M
A X
IM
U M
C O
V
ER
S
TR
U C
TU
R A L
EX
C A V A
TI
O N
PL
A C
ED
R
IP
R A P, M
ET
H O
D A
C
LA
S S
PL
A C
ED
R
IP
R A P, M
ET
H O
D A
C
LA
S S
-I
N C H
P
IP
E C U
LV
ER
T
-I
N C H
P
IP
E C U
LV
ER
T
S K
EW
A N
G
LE
A llo w ab le P ip e
M at er ia l (S ee k ey b el ow
B
EV
EL
S
1V :n
H
B
EV
EL
S
1V :n
H
REMARKS
See below for numbered notes
FEET CUYD CUYD CUYD LNFT LNFT Lt Rt
SITE 4711-1.7
200+99 3 8 6 24 GS
203+68 1 31 20 37 17 GS
SITE 3220-1.42
300+64 1 7 4 22 GS
301+88 1 20 4 29 GS
PROJECT TOTAL 66 8 26 75 37
Allowable Pipe Material
NOTE: A Aluminum
1. Steel pipe culvert minimum wall thickness is the thickness required by the Std. 602-1 fill height table. AS Aluminized steel
2. Structural excavation quantity based on material excavated inside the vertical planes located C Concrete 18 inches outside and parallel to the limits of footings or foundations. GS Galvanized steel
P Plastic (blank) Any appropriate material x/__ Any appropriate material except __
PAY ITEM NUMBER
-M ar -2
4:
P M c:
\p w _w or k_ w fl\ d0 or
-e f-um pq u6
-2
2- 2-
1_ Ta bu la tio n of D ra in ag e
Q ua nt iti es .x ls x]
S he et
TABULATION OF DRAINAGE QUANTITIES
PROJECT
F.1OR ERFO FS UMPQU 615-2022-2(1)
SHEET
NUMBERNote: The quantities shown hereon are approximate and are subject to field adjustments.
File details come from the government source that posted it. Updated .