B08_Attachment_3__Drawing_Specifications.pdf
PDF 361 KB Posted
- Attached to
- ASL ASPHALT REBUILD Federal contract opportunity
- Solicitation number
- 140G0222Q0090
About this file
This document package includes construction drawings and specifications for rebuilding an asphalt entrance and road at the Albuquerque Seismological Laboratory facility, as well as the corresponding federal contract opportunity solicitation. The drawings show plans and sections for reconstructing approximately 24 feet of asphalt roadway with concrete curbs and retaining walls. Specifications describe a 3.5-inch thick asphalt section over aggregate base, with details for drainage, utilities, and connections to existing structures. The related solicitation from the US Geological Survey seeks offers to complete this asphalt rebuild project per the specifications. The opportunity was posted to the federal procurement system as a small business set-aside with responses due in late March 2023.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140G0222Q0090_Amd_0001.pdf | ||
| B08_Attachment_2_Specifications.pdf | ||
| B08_Attachment_6_Certified_Payroll_Form_WH-347.pdf | ||
| B08_Attachment_8_Statement_and_Acknowledgement_SF1413-13e.pdf | ||
| B08_Attachment_4_Site_Pictures_Specifications.pdf | ||
| B08_Attachment_1_Statement_of_Work.docx | DOCX document | |
| Sol_140G0222Q0090.pdf | ||
| B08_Attachment_5_Wage_Determination_NM20210033_02_25_22.pdf | ||
| B08_Attachment_7_Release_of_Claims.rtf | RTF text file | |
| B08_Attachment_9_COVID19_Non-Employee_Checklist.pdf |
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Text version
USGS TARGET ROAD &
WATER CROSSING CONC. PLAN
G.Gyure 05/03/2022
A. Pepiot 05/03/2022
NTSUSGS
ASL C-101 PAGE 1
24'-0"
O/ O
HM
AC
6"
6"
CO
NC
. W
AL
L ELEV. +6"
ELEV. 0'-0"
8.33% +/- 9.98%
6" CONC. PAVING REINF.
W/#4'S @ 16"OCEW
OVER 6" AGGREGATE BASE
ELEV. 0'-1 3/16"
FLOW
ELEV.-6"
2% D
H
6'-0"6'-0"
12' 0" O/D CONC.
24" CURB AND GUTTER
ELEV. -4 9/16"
ELEV. -11 3/4"
THN. 12" CONC.
ELEV. -6"
RIP-RAP BOTTOM
AND SIDES
NORTHA
B
C
D
B
C
D
654321
654321
E E
A
U. S. GEOLOGICAL SURVEY
ALBUQUERQUE SEISMOLOGICAL LABORATORY
REV
A
C C101
C101
C101
C102
A
B B
PLAN NTS
PAVING SECTION AT WALL
G.Gyure 05/03/2022
A
B
C
D
A
B
C
D
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
A
U. S. GEOLOGICAL SURVEY
ALBUQUERQUE SEISMOLOGICAL LABORATORY
REV
LTR
REVISIONS
DESCRIPTION DATE APPROVED
A. Pepiot 05/03/2022
NTS 05/03/2022 2 of 5
AUSGS
ASL
6'6' 12' 0"
24'-0 O/D WALL
6' 0" 6' 0"
WALL
BLOCKOUT
+6" 0'-0"
THN @ WALL
AD
JU
ST
H
EI
GH
T
OR
G
RA
DE
HM
AC
T O
M
AT
CH
L
EV
A-C101 PAGE 2
A C101
USGS Target Road Water Crossing Retaining Wall Section
G.Gyure 05/03/2022 A
B
C
D
A
B
C
D
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
A
U. S. GEOLOGICAL SURVEY
ALBUQUERQUE SEISMOLOGICAL LABORATORY
REV
A. Pepiot 05/03/2022
1/2"-1' 05/03/2022 4 of 5
AUSGS
ASL
B C102
C102 PAGE 3
WALL DETAIL
SCALE: 1/2" = 1'-0"
3' 6"
2' 0"
0' 6"
2% SLOPE
1' 0"
3' 6"
2" CLEAR @ FORMED FACE
#4'S @ 16" OC VERTICAL (TYP.) IN WALL
#4'S @ 16" OC HORIZ. (TYP.) IN WALL
3/4" CHAMFER TOP OF WALL
PROVIDE STD. HOOK 6" @ TOP AND BOTTOM
CONSTRUCTION SEQUENCE:
PLACE CONC. BEFORE HMAC, PLACE WALL BEFORE CONC. PAVING
CONC.
PAVING
BEYOND
#4'S @ 18" OC TOP
EACH WAY
UNDISTURBED SOIL @ FTG.
2'-0" VARIES TO WALL BLOCKOUT BEYOND
#4'S @ 18" OC TOP
3" CLEAR (TYP.) AT EARTH
#4'S @ 9" OC BOT EACH WAY
6" ABOVE HMAC
4' 6" MINIMUM
OUTFALL
G.Gyure 05/03/2022
A
B
C
D
A
B
C
D
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
A
U. S. GEOLOGICAL SURVEY
ALBUQUERQUE SEISMOLOGICAL LABORATORY
REV
LTR
REVISIONS
DESCRIPTION DATE APPROVED
A. Pepiot 05/03/2022
NTS 05/03/2022 4 of 5
AUSGS
ASL
GABIONS TO EXISTING CHANNEL
4" - 10" RIP RAP TO EXISTING
CHANNEL OVER COMMERCIAL FABRIC
12" THICK COMPACTED
SUBGRADE
6" AGGREGATE BASE
2%
C C101
C-C101 PAGE 4
2' 0"
General Road Finish Plan G.Gyure 02/19/2020
A
B
C
D
A
B
C
D
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
A
U. S. GEOLOGICAL SURVEY
ALBUQUERQUE SEISMOLOGICAL LABORATORY
REV
LTR
REVISIONS
DESCRIPTION DATE APPROVED
24' 0"
2' 0"
Crushed aggregate shoulder 24 inches wide minimum both sides.
28' 0"
A. Pepiot 02/24/2020
1/4" = 1' 03/23/2020 1 of 5
AUSGS
ASL
Second Pour 1-1/2" Mat
First Pour 2" Mat
Total Asphalt 3-1/2" Thick 2% Crown
Covered Utility Box 12" L X 18" W X 12" H Top is 3 inches above grade.
A
B
C
D
A
B
C
D
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
A
U. S. GEOLOGICAL SURVEY
ALBUQUERQUE SEISMOLOGICAL LABORATORY
REV
LTR
REVISIONS
DESCRIPTION DATE APPROVED
4 INCH PVC SCH 80
TRENCH MINUMUM 24 INCHES DEEP, 18 INCHES WIDE
ASL Entrance Gate Utility Box Plan
Asphalt edge and surface grade 3 ' Minimum
G.Gyure 02/19/2020
A. Pepiot 02/24/2020
1/2" = 1' 02/24/2020 5 of 5
AUSGS
ASL
0' 3-1/2"
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