S-FD-C-401.08.IFC.08.01.pdf

PDF 518 KB Posted Nov 26, 2024

Attached to: LBNF Argon Receiving System
Solicitation number: LBNF-357714-JD
Issued by: Department of Energy Fermi National Accelerator Laboratory

About this file

Written by GovTribe AI · Nov 26, 2024

This is an engineering site grading and drainage plan drawing (S-FD-C-401) for the LBNF Argon Receiving System at Fermilab's Long-Baseline Neutrino Facility. The drawing shows detailed site layout including pipe shop, warehouse areas, existing structures, and new construction elements.

The plan details specific technical requirements including: storm drainage systems with 12" CPP piping and riprap installations, concrete modular retaining walls at the Ross Dry area, grading specifications for the Argon pipe trench box, and existing berms at the south end of the site. Key elevations and slopes are specified throughout, with concrete walks/drives sloping 2% on the north side and 1% on the west side of the warehouse. The drawing includes detailed coordinates, invert elevations, rim elevations, and utility information for storm sewers and drainage structures. Special notes indicate erosion protection requirements at drainage inlets/outlets and caution about an existing 8" water main approximately 6' below grade that must not be disturbed during construction.

View the file

Other files

File	Type	Posted
J-2 2025 INSURANCE REQUIREMENTS FOR FRA SUBCONTRACTED WORK AT SURF Risk category 3 (Rev 01.pdf	PDF	Jan 6, 2025
Amendment 06--RFP LBNF-357714-JD.pdf	PDF	Jan 6, 2025
J-1 FFDG General Terms and Conditions for Subcontracts Combining Supplies and Services Performed at SURF (01.2025).pdf	PDF	Jan 6, 2025
Amendment 05--RFP LBNF-357714-JD.pdf	PDF	Dec 17, 2024
Amendment 04--RFP LBNF-357714-JD.pdf	PDF	Dec 9, 2024
QA - Appendix 1 - ARF Layout with labels.png	PNG image	Nov 26, 2024
S-FD-A-103.09.IFC.09.01.pdf	PDF	Nov 26, 2024
S-FD-A-104.09.IFC.09.01.pdf	PDF	Nov 26, 2024
S-FD-S-002.09.IFC.09.01.pdf	PDF	Nov 26, 2024
S-FD-S-701.08.IFC.08.01.pdf	PDF	Nov 26, 2024
S-FD-S-801.10.IFC.10.01.pdf	PDF	Nov 26, 2024
S-FD-S-401.10.IFC.10.01.pdf	PDF	Nov 26, 2024
Amendment 03--RFP LBNF-357714-JD-Approved.pdf	PDF	Nov 26, 2024
S-FD-C-402.05.IFC.05.01.pdf	PDF	Nov 26, 2024
Amendment 02--RFP LBNF-357714-JD.pdf	PDF	Oct 25, 2024
F10028336.01_Receiving_Facilities._Track_Connections.pdf	PDF	Oct 14, 2024
Amendment 01--RFP LBNF-357714-JD.pdf	PDF	Oct 14, 2024
F10028336.04_Receiving_Facilities._Gas_Analyzers_.pdf	PDF	Oct 14, 2024
F10028336.02_Receiving_Facilities._Storage_Ar_Dewars_1_and_2.pdf	PDF	Oct 14, 2024
F10028336.03_Receiving_Facilities._Storage_Ar_Dewars_3_and_4.pdf	PDF	Oct 14, 2024
J-8 - Section 014100 Cryo Quality Requirements_02-16-2024.pdf	PDF	Sep 17, 2024
PUR-466_Proposal Certifications.pdf	PDF	Sep 17, 2024
SMALL BUSINESS SUBCONTRACTING PLAN template Far 52.219-9.docx	DOCX document	Sep 17, 2024
FRA Safety Questionnaire (Rev. 08-17)_URV.pdf	PDF	Sep 17, 2024
J-2 INSURANCE REQUIREMENTS FOR FRA SUBCONTRACTED WORK AT SURF Risk category 3 (Rev 8.2024).pdf	PDF	Sep 17, 2024
J-3 SDSTA Risk Transfer Protocols with Exhibits Final.pdf	PDF	Sep 17, 2024
J-4 - SOW Appendix A - Instructions for Downloading.docx	DOCX document	Sep 17, 2024
J-4 - ARF - Appendix B - Argon Receiving Facilities Interface Matrix.xlsx	XLSX spreadsheet	Sep 17, 2024
J-5 - Exhibit A 7020 For Supply and Services SURF-ARF.pdf	PDF	Sep 17, 2024
J-7 Section 013300 Submittals 02-14-2024.pdf	PDF	Sep 17, 2024
RFP LBNF-357714-JD 09-13-2024 final.pdf	PDF	Sep 17, 2024
J-1 FRA General Terms and Conditions for Subcontracts Combining Supplies and Services Performed at SURF (03.2024).pdf	PDF	Sep 17, 2024
J-4 Statement of Work - Argon Receiving 07-16-2024.pdf	PDF	Sep 17, 2024
J-4 - ARF - Appendix C - Tanks from CERN - Datasheet.pdf	PDF	Sep 17, 2024
J-6 - Section 010010 General Requirements Installation Feb 2024.pdf	PDF	Sep 17, 2024
J-13 Project Schedule - ARF 07-18-2024.pdf	PDF	Sep 17, 2024
Mandatory Site Visit Registration Questionnaire_ARF_Sept 2024.docx	DOCX document	Sep 17, 2024
SARC_Subcontractor Annual RepsCerts Rev 3.pdf	PDF	Sep 17, 2024

Show all 38

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PIPE

SHOP

EXIST. LHD

AREHO

USE

EX. ASPH.

EX. ASPHALT

EX. CONC.

CONC.

EX. CO

NC.

EX. CONC.

GRAVEL

EX. GRAVEL

LANDE LN. - G

RAVEL

CONC.

RAIL TRACK

EX. CO

NC.

EX. CO

NC.

CONC. GUTTER

EX. 20" PVC

INV. OUT=5342.00

EXIST. STORM JUNCTION

STRUCTURE GR = 5355.2±

INV N = 5351.75

INV E & S = 5351.55

IST

G R

IP-

EXISTING

RIP-RAP

EX. CONC.

EX.

CONC.

EX.

EXIST. STORM GRATE

RIM=5354.34 INV

OUT=5352.49

BERM SECTION

SEE 12/S-FD-C-801

LIMITS OF GRADING - MATCH

EXISTING SURFACE GRADE -

TYP ALL LOCATIONS

CP5

CP4

xx.xx

5354.54 N -5005.95

E 2168.61

5354.77 N -4993.25 E 2170.58

5354.64 N -4979.22 E 2174.98

5354.21 N -4955.42 E 2186.51

5353.00 N -4903.41 E 2197.91

5354.50 N -4973.84 E 2037.38

5354.19 N -4948.6 E 2030.67

5354.00 N -4890.40

E 2021.1

5354.28 N -4848.02 E 2018.37

5354.40 N -4832.28 E 2016.20

5354.20 N -4803.60 E 2014.52

5354.29 N -4738.95

E 2009.11

CULVERT NO. 1

TYPE B CURB INLET

N -4757.15 E 2010.64

SEE 5/S-FD-C-402

CULVERT NO. 2

TYPE B CURB INLET

N-4907.05 E2023.11

SEE 4/S-FD-C-402

5353.90 N -4942.77 E 2190.70

LIMITS OF NEW BERM

(TYP)

LIMITS OF NEW BERM

(TYP)

5355.28

5355.02

5354.97

5354.87

5355.25GRADE TO EXISTING

GROUND AT 2% SLOPE

5317.65

INV SWALE AT

CULVERT CL

5325.44

INV SWALE AT

CULVERT CL

N -4775.56 E 1959.51 5325.290

MATCH EX.

GRADE

PRECAST TRENCH

FOR ARGON

DELIVERY PIPE

LIMITS OF

CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF GRADING - MATCH

EXISTING SURFACE GRADE -

TYP ALL LOCATIONS

LIMITS OF CONSTRUCTION

BERM SECTION

SEE 12/S-FD-C-801

N -4927.72 E 1966.02

5317.58

MATCH EXIST.

GRADING

10' CURB/GUTTER

SEE 10/S-FD-C-801

10' CURB/GUTTER

SEE 10/S-FD-C-801

EX. CONC.

GRAVEL

CONC.

EX.

CONC.

EX.

LIMITS OF GRADING - MATCH

EXISTING SURFACE GRADE -

TYP ALL LOCATIONS

5354.54 N -5005.95

E 2168.61

5354.77 N -4993.25 E 2170.58

APPROXIMATE LOCATION OF EXISTING

BERM - REPAIR AS NEEDED TO MATCH

NEW BERMS

LIMITS OF CONSTRUCTION

ROSS

DRY

5353.44

5353.42

FRONT 5354.00

5353.75

5353.43

BACKFILL TO

EXISTING CONTOURS

EXISTING STAIRS AND

LANDING W/ROSS DRY

ACCESS DOOR

FRONT

5354.00

FRONT

5354.00

BACK

5355.50

BACK

5354.00

BACK 5365.00

N -4368.34 E 2309.40

N -4360.20 E 2317.88

N -4360.05 E 2301.44

N -4351.93 E 2293.64

N -4351.99 E 2310.00

N -4343.79 E 2302.12

EX. ASPHALT

ASPHALT

RAIL TRACK

EX. CO

NC.

CONC.

5355.28

5355.28 5355.25

2% SLOPE,MIN.

DO NOT DISTURB 8"

WATER MAIN. TOP OF

PIPE APPROXIMATELY 6'

BELOW GRADE. VERIFY.

NOTES:

1. ALL CONCRETE WALK AND DRIVES SLOPE AWAY AT 2% ON THE

NORTH SIDE OF THE WAREHOUSE.

2. ALL CONCRETE WALK AND DRIVES SLOPE AWAY AT 1% ON THE

WEST SIDE OF THE WAREHOUSE.

3. EXISTING SLOPES WEST OF THE ROSS COMPLEX PAD ARE

APPROXIMATELY 1.6(H):1(V). CONTRACTOR SHALL MATCH EXISTING

GRADES IN THIS AREA.

4. REF TO ARCHITECTURAL DRAWINGS FOR LOCATION OF

DOWNSPOUTS.

5. SPOT ELEVATIONS MAY BE TRUNCATED - ADD 5300 FEET TO

ELEVATIONS IF NEEDED.

6. REF TO S-FD-C-501 FOR UTILITY INFORMATION.

7. REF TO S-FD-C-201 FOR CONTROL POINT

COORDINATES/ELEVATIONS.

8. SPECIAL EROSION PROTECTION IS REQUIRED AT NEW DRAINAGE

INLETS AND OUTLETS. REF C-601

SITE GRADING AND DRAINAGE

S-FD-C-401

20 40

SCALE FEET

0 20 1"=20'-0"

W E

SCALE:

SITE GRADING AND DRAINAGE

1" = 20'-0"

KEY NOTES:

1. 38 LF, 12" CPP (INCLUDES FITTINGS), INV OUT = 5350.4, INV EL = 5337.72 - REFER TO S-FD-C-402

FOR PROFILE

2. 6.3 CY±, SDDOT CLASS A RIPRAP, 16' L X 6' W X 1.5' D - REF 2/S-FD-C-402

3. DOWNSPOUT CONNECTION TO STORM SEWER. SEE DETAIL 3/S-FD-C-801, INVERT AT BEND =

5351.3 (TYP ALL)

4. STORM INLET-1, RIM = 5353.9, INV = 5350.4

5. ROOF AND GUTTER DOWNSPOUTS. REF: ARCHITECTURAL DRWGS. PROVIDE PERCAST SPLASH

BOX SOUTH OF TRANSFORMER. GRADE SURFACE OF YARD TO 1% TOWARDS PERIMETER

BERM.

6. 48 LF, 12" CPP (INCLUDES FITTINGS), INV OUT = 5350.4, INV EL = 5320.89 - REFER S-FD-C-402

FOR PROFILE

7. 9.4± CY SDDOT, CLASS A RIPRAP, 16' L X 6' W X 1.5' D - REF 2/S-FD-C-402

8. STORM INLET-2, RIM = 5353.9, INV = 5350.4

9. 54 LF - 8" CPP @ 0.93%

10. CONNECT TO EXISTING 20" PVC STORM SEWER USING WYE - 20" INV = 5350.6± - FIELD VERIFY

TSP, Inc.

600 Kansas City St.

Rapid City, SD 57701 phone: (605) 343-6102 fax: (605) 343-7159 www.teamtsp.com

DRAWING NO.

SCALE:

REV.

REV. DATE DESCRIPTION

REVISIONS

DESIGNED

DRAWN

CHECKED

LBNF - FSCF - BSI

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

SURFACE

CIVIL

15-1-6J

720 S COLORADO BLVD.

SUITE 410S

DENVER, CO 80246

PHONE (303) 757-3655

Fermilab Long-Baseline Neutrino Facility

SWB

ACT

TMS/SWB TSP/RESPEC

RESPEC

30% FD SUBMISSION 07/27/18

LEGEND

FLOW ARROW

APPROXIMATE LIMITS OF GRADING

SPOT ELEVATION (REF NOTE 5)

TOP OF CURB

TOP OF GRADE

TOP OF WALK

FLOW LINE

LOW POINT

2 60% FD SUBMISSION 11/16/18

SCALE:

EXISTING BERMS AT SOUTH END OF SITE

1" = 20'-0"

SCALE:

GRADING AT ROSS DRY CU PLATFORM

1" = 10'-0"

NOTE:

REFER TO STRUCTURAL DRAWINGS FOR PLATFORM

DESIGN. REFER TO MECHANICAL DRAWINGS FOR

CONDENSING UNIT LAYOUTS.

3 90% FD SUBMISSION 02/22/19

4 100% FD SUBMISSION 05/03/19

5 90% FD UPDATE 10/01/20

SCALE:

CONCRETE MODULAR RETAINING WALL AT ROSS DRY

1" = 5'-6"

SECTION A-A

SCALE:

GRADING AT ARGON PIPE TRENCH BOX

1" = 20'-0"

MATCHLINE

6 100% FD UPDATE 11/20/20

7 ISSUED FOR CONSTRUCTION - BSI HEADFRAME HEATERS 05/21/21

8 ADDENDUM 3 03/17/23

ISSUED FOR CONSTRUCTION 11/10/23 9

AutoCAD SHX Text

WB-67

AutoCAD SHX Text

AASHTO 2004 (US)

AutoCAD SHX Text

WB-67

AutoCAD SHX Text

AASHTO 2004 (US)

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

EXIST. CONC. WALK

AutoCAD SHX Text

GUARDRAIL

AutoCAD SHX Text

EXIST. 12" CMP

AutoCAD SHX Text

GUARDRAIL

AutoCAD SHX Text E

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

5357.54 FF

AutoCAD SHX Text

PLATFORM TOP GRATING =5359.50

AutoCAD SHX Text

BOLLARDS REF DETAIL 1/C-801. LOCATE AS DETERMINED BY OWNER.

AutoCAD SHX Text

GRADING LIMITS

AutoCAD SHX Text

CONCRETE MODULAR RETAINING WALL - SEE DETAIL

AutoCAD SHX Text

CONDENSING UNIT PLATFORM (METAL GRATING)

AutoCAD SHX Text

6" CLR. (TYP.)

AutoCAD SHX Text A

AutoCAD SHX Text

2'X4'X2' HIGH PRECAST CONCRETE BLOCKS W/INTEGRAL SLIDE PROTECTION

AutoCAD SHX Text

EXISTING 0.5:1 SLOPE

AutoCAD SHX Text

4" PERFORATED PE PIPE WITH DRAIN SOCK. DAYLIGHT EACH END OF WALL

AutoCAD SHX Text

BACKFILL WITH 1' OF DRAIN ROCK TO EXISTING SLOPE AND ENVELOP PERFORATED PIPE .

AutoCAD SHX Text

6" COMPACTED BASE COURSE

AutoCAD SHX Text

AutoCAD SHX Text NOTES: 1. BLOCK DIMENSIONS MAY VARY BLOCK DIMENSIONS MAY VARY DEPENDING UPON COMMERCIAL AVAILABILITY, PROVIDED THAT RETAINING WALL MASS AND INTERLOCKING DEVICES ARE MAINTAINED. 2. BLOCKS SHALL BE INSTALLED LEVEL ON BLOCKS SHALL BE INSTALLED LEVEL ON 6" OF BASE COURSE COMPACTED TO 95% DENSITY. INSTALL GEOTEXTILE BEHIND BLOCK JOINTS PER MANUFACTURER'S RECOMMENDATIONS.

AutoCAD SHX Text

WATER & NATURAL RESOURCES

AutoCAD SHX Text X

AutoCAD SHX Text

6893 STEPHEN W. BAREIS

AutoCAD SHX Text

DATE: 11/10/2023

AutoCAD SHX Text

File details come from the government source that posted it. Updated Nov 26, 2024.