CU-505_Amend 6 (2).pdf

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Attached to
N4008023R0020 LARGE PROJECTS MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC) Federal contract opportunity
Solicitation number
N4008023R0020
Issued by
Department of the Navy Naval Facilities Engineering Command

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This document package includes engineering drawings and specifications for stormwater management details for a construction project, as well as information on an associated federal contract opportunity.

The engineering drawings depict bioswale sections, recharge area details, flow splitter manhole plans and sections, and underground detention facility details. The drawings include notes specifying materials, dimensions, elevations, and other construction requirements.

The related federal contract opportunity is a multiple award construction contract seeking offers for large construction projects with the Department of the Navy Naval Facilities Engineering Command. Offerors should refer to SAM.gov for full solicitation documents, attachments, and amendments under solicitation number N40080-23-R-0020. No further information is provided on required scope, response date, or period of performance.

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04___Soil Lab Test Results AMEND 4.pdf PDF
Attachment G - SBSP.pdf PDF
N4008023R0020 Amendment 0004.pdf PDF
MDE 18-SF-0054 JADOC BORROW PITS SIGNED DWGS_2 of 3 AMEND 4.pdf PDF
SSK-PreBid-Detonation Bunker Sand Layer Clarification AMEND 4 (1).pdf PDF
GI-114_AMEND 4.pdf PDF
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CG-202_REV_AMEND 4.pdf PDF
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03___Boring Logs (1) AMEND 4.pdf PDF
01___Boring Location Diagram AMEND 4.pdf PDF
Attachment F - SBPCD.pdf PDF
02___Cross Sections AA and BB AMEND 4.pdf PDF
CS-503_REV.pdf PDF
GI-501_REV.pdf PDF
N4008023R0020 Amendment 0003.pdf PDF
P3002_31 11 00_AMENDMENT 001.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 3 of 7.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 6 of 7.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 5 of 7.pdf PDF
N4008023R0020 Amendment 0001.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 7 of 7.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 4 of 7.pdf PDF
Attachment G - SBSP.docx DOCX document
Show all 50

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B5BIO-SWALE BERM SECTION

C3BIOSWALE CLEAN-OUT SECTION

C1BIO-SWALE TYPICAL SECTION

A5RECHARGE AREA DETAIL

SECTION A-A

SD51 FLOW SPLITTER MANHOLE PLAN

SECTION B-B

SD79 FLOW SPLITTER MANHOLE PLAN

SECTION A-A

SECTION B-B

SD42 FLOW SPLITTER MANHOLE PLAN

SECTION A-A

SECTION B-B

SD41 FLOW SPLITTER MANHOLE PLAN

SECTION A-A

SECTION B-B

SATISFACTORY TO

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ACTIVITY

DATE

FOR COMMANDER NAVFAC

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A/E INFO

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CU-505

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FLOW

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COMPACTED BACKFILL

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BSM

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SODDED BERM

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NOT TO SCALE

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CU-505

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6" ADAPTER WITH SCREW TOP. SET 6" ABOVE MEDIA

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6" 45 DEGREE BEND

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FLOW

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6"X6"X6" PVC WYE

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6" SOLID SCHEDULE 40 OR SDR-35 PVC PIPE WITHIN FILTER MEDIA LAYER

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4" SOLID SCHEDULE 40 OR SDR-35 PVC PIPE WITHIN FILTER MEDIA LAYER

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6" PERFORATED PVC UNDERDRAIN

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PERMANENT SOIL STABILIZATION MATTING CHANNEL APPLICATION

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SOIL MEDIA (BSM)

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SIDE SLOPES = VARIES (3:1 TO 20:1) SEE STORMWATER MANAGEMENT PROFILES

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PERMANENT SOIL STABILIZATION MATTING CHANNEL APPLICATION

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27" SOIL MEDIA (SHA BSM)

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4" ASTM-D-448, #8 AGGREGATE

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15" #57 AGGREGATE SEE PROFILES ON C-207 AND C-208

AutoCAD SHX Text GEOSYNTHETIC CLAY LINER (REFER TO SHEET CU-211 TO CU-219 FOR LIMITS OF INSTALLATION)

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PE TYPE III GEOTEXTILE ON SIDES ONLY

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6" PVC PIPE (UNDERDRAIN)

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4" ASTM-C-33 SAND FILTER

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4" ASTM-C-33 SAND FILTER

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SCALE : 1" = 1'

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CU-505

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CU-505

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SCALE : 1" = 1'

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VARIES FROM 12-IN TO 15-IN (REFER TO BIOSWALE PROFILES)

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RECHARGE AREA - #57 AGGREGATE SEE PROFILES ON CU-210 TO CU-219

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CU-505

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SCALE : 1" = 2'

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PE TYPE III GEOTEXTILE ON SIDES ONLY

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ELEV. 237.30

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P78, 36" RCP INFLOW

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60" DIA. CONCRETE RISER

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ELEV. 235.70

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SD51 RIM ELEV. 251.32

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P78, 36" RCP (NORMAL INFLOW)

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SD51, FLOW SPLITTER MANHOLE

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P70, 30" RCP (NORMAL INFLOW)

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P84, 24" RCP (HIGH FLOW BYPASS)

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P83, 18" RCP (HIGH FLOW BYPASS FROM SD79)

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UNDERGROUND STORAGE

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UNDERGROUND DETENTION FACILITY

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BOTTOM ELEV. 233.85

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SCALE : NTS

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P70, 30" RCP INFLOW

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ELEV. 235.50

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P83 18" RCP (HIGH FLOW BYPASS) ELEV. 238.27

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P84 24" RCP (HIGH FLOW BYPASS) ELEV. 238.77

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ELEV. 237.30

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P78, 36" RCP INFLOW TO UNDERGROUND DETENTION

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60" DIA. CONCRETE RISER

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ELEV. 235.70

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SD51 RIM ELEV. 251.32

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P70, 30" RCP INFLOW

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P83 18" RCP (HIGH FLOW BYPASS) ELEV. 238.27

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P84 24" RCP (HIGH FLOW BYPASS) ELEV. 238.77

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P80, 30" RCP (NORMAL INFLOW)

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SD79, RIM ELEVATION 248.00 GRATE INLET FLOW SPLITTER STRUCTURE

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P83, 18" RCP (HIGH FLOW BYPASS TO SD51)

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P79, 30" RCP (NORMAL INFLOW)

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SCALE : NTS

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SD79 RIM ELEV. 248.00

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UNDERGROUND DETENTION FACILITY

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P80,30" RCP INFLOW

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ELEV. 235.80

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ELEV. 235.50

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BOTTOM ELEV. 233.85

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P79,30" RCP INFLOW

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ELEV. 237.50

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P83 18" RCP (HIGH FLOW BYPASS) ELEV. 238.75

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SD79 RIM ELEV. 248.00

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P83 18" RCP (HIGH FLOW BYPASS TO SD51) ELEV. 238.75

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60" DIA. CONCRETE RISER

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P79,30" RCP INFLOW ELEV. 237.50

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P80,30" RCP INFLOW ELEV. 235.80

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P21, 24" RCP, HIGH FLOW BYPASS

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P19, 30" RCP (NORMAL INFLOW)

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SD42, RIM ELE. 242.00 FLOW SPLITTER MANHOLE

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P18, 30" RCP (NORMAL INFLOW)

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UNDERGROUND DETENTION FACILITY

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UNDERGROUND DETENTION FACILITY

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SCALE : NTS

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SD42 RIM ELEV. 242.00

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BOTTOM ELEV. 231.75

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UNDERGROUND DETENTION FACILITY

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ELEV. 231.75

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ELEV. 231.80

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P19,30" RCP INFLOW

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P18 ,30" RCP INFLOW

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ELEV. 235.24

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P21 24" RCP (HIGH FLOW BYPASS) ELEV. 236.50

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60" DIA. CONCRETE RISER

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P19,30" RCP INFLOW ELEV. 231.80

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P18 ,30" RCP INFLOW ELEV. 235.24

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P21 24" RCP (HIGH FLOW BYPASS) ELEV. 236.50

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SD41, RIM ELEV. 242.34 FLOW SPLITTER MANHOLE

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P25, 24" RCP, HIGH FLOW BYPASS

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P35, 36" RCP (NORMAL INFLOW)

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P26, 30" RCP (NORMAL INFLOW)

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UNDERGROUND DETENTION FACILITY

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SD41 RIM ELEV. 242.34

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BOTTOM ELEV. 231.75

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UNDERGROUND DETENTION FACILITY

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ELEV. 231.75

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ELEV. 231.82

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P26, 30" RCP INFLOW

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P35 ,36" RCP INFLOW

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ELEV. 233.65

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P24 24" RCP (HIGH FLOW BYPASS) ELEV. 236.50

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SCALE : NTS

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60" DIA. CONCRETE RISER

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P26,30" RCP INFLOW ELEV. 231.82

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P35 ,36" RCP INFLOW ELEV. 233.65

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P25 24" RCP (HIGH FLOW BYPASS) ELEV. 236.50

AutoCAD SHX Text 09/26/2022

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AutoCAD SHX Text 0 ISSUE FOR CONSTRUCTION 09/26/2022ISSUE FOR CONSTRUCTION 09/26/2022 09/26/202209/26/2022

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1 AMENDMENT 0005 04/15/2023AMENDMENT 0005 04/15/2023 04/15/202304/15/2023

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AS NOTED

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File details come from the government source that posted it. Updated .