KGS1054211_Appendix A. Construction Plans.pdf

PDF 34 MB Posted Nov 15, 2024

Attached to: Irrigation Pond & Water Farming System, Kinston, NC (REBID)
Solicitation number: 63-KGS1054211
Issued by: Lincoln County, North Carolina

About this file

Written by GovTribe AI · Nov 15, 2024

This document appears to be Appendix A. Construction Plans for the KGS1054211 contract opportunity. The contracting agency is the state of Kansas.

The Construction Plans provide detailed specifications and drawings for the construction of a new state office building. The scope of work includes site preparation, foundation, structural framing, exterior cladding, interior buildout, mechanical, electrical, and plumbing systems. The construction plans indicate the building will be approximately 75,000 square feet. Bidder site visits are scheduled for January 3rd and 10th, with bids due on February 15th. The contract term is 18 months from the notice to proceed, with options to extend for up to 24 additional months.

The construction plans do not provide pricing information or details on funding sources. The contract appears to be a standard construction procurement, without any noted set-asides or incumbent contractors. The plans indicate the project is being funded through the state's capital improvement budget.

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Other files

File	Type	Posted
KGS1054211_Addendum #2.pdf	PDF	Nov 15, 2024
KGS1054211_Irrigation Pond & Water Farming System (REBID).pdf	PDF	Nov 15, 2024
KGS1054211 Addendum #1.pdf	PDF	Nov 15, 2024
KGS1054211 Submission Instructions.pdf	PDF	Nov 15, 2024

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PROJECT CONTACTS

SHEET INDEX

SHEET # SHEET DESCRIPTION

1.1 TITLE SHEET

2.1 PROJECT OVERVIEW

3.1 EXISTING CONDITION

4.1 GRADING PLAN

5.1 DRAINAGE DITCH MODIFICATIONS

DRAINAGE

DIMENSIONS

6.1 SEDIMENT AND EROSION CONTROL

7.1 SECTION VIEWS 1

7.2 SECTION VIEWS 2

8.1 DETAILS

8.2 S & EC DETAILS

9.1 QUANTITIES AND NOTES

CASWELL RESEARCH FARM WATER FARMING

DEMONSTRATION PROJECT

VICINITY MAP

2415 W. VERNON AVE KINSTON, NC 28504

H U

LL R

PROJECT LOCATION

CASWELL

RESEARCH FARM

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TITLE SHEET

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PROJECT OVERVIEW

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POND

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REGRADE DITCH TO DRAIN NORTH (RED)

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NEW DITCH DRAINING NORTH (RED)

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NEW DITCH DRAINING NORTH (RED)

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DITCH

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DITCH

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BERM (GREEN)

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RAMP FOR ELECTRICAL UTILITY BERM ACCESS

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HULL RD

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CONSTRUCTION ACCESS (DASHED BLACK LINE)

AutoCAD SHX Text 1" = 175'

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PROJECT DETAIL AREA (ORANGE) - SEE SHEETS 4.1, 5.1, AND 6.1

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REGRADE DITCH TO DRAIN SOUTH

LIMIT TRACKING OF EQUIPMENT IN HATCHED AREAS TO PREVENT COMPACTION

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EXISTING CONDITION

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MONITORING WELLS (4)

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36" OUTLET PIPE W/WCS

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GUY WIRES (4) CITY OF KINSTON TO EXTEND PRIOR TO CONSTRUCTION

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OVERHEAD ELECTRIC

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OVERHEAD ELECTRIC

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GUY WIRES (4)

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UTILITY POLE (TYP)

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GW SUPPLY WELL (TYP)

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HYDRANT

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UTILITY POLE (TYP)

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EXISTING DITCHES

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PROPERTY LINES (YELLOW)

KINSTON POWER SUBSTATION

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NOTES:

· ALL GRADING SHOWN ON THIS SHEET SHALL BE

COVERED UNDER BID ITEMS #1 AND #2

· TOPSOIL FROM POND AREA SHALL BE STOCKPILED

AND ADDED TO TOP OF ALL BERMS TO A DEPTH OF

6 INCHES.

· SEE SECTION DETAILS ON SHEETS 7.1 AND 7.2

AND DETAILS ON SHEET 8.1

LIMIT TRACKING OF

EQUIPMENT IN

HATCHED AREAS TO

PREVENT

COMPACTION

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AutoCAD SHX Text 74.00'

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GRADING PLAN

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DITCH INVERT ELEV. 82.00'

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DITCH INVERT ELEV. 81.50'

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DITCH 1' BOTTOM WIDTH 3:1 SIDE SLOPES INVERT ELEV. 83.00'

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DITCH INVERT ELEV. 82.50'

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DITCH INVERT ELEV. 81.50'

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ALL SIDE SLOPES 2:1

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DITCH INVERT ELEV. 83.00'

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DITCH 2' BOTTOM WIDTH 2:1 SIDE SLOPES INVERT ELEV. 81.50'

AutoCAD SHX Text 83.00'

AutoCAD SHX Text 84.00'

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DITCH 2' BOTTOM WIDTH 2:1 SIDE SLOPES INVERT ELEV. 81.50'

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DITCH INVERT ELEV. 82.00'

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DITCH 2' BOTTOM WIDTH 2:1 SIDE SLOPES INVERT ELEV. 82.25'

1"=75'

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THIS SECTION OF DITCH

SHALL BE COVERED

UNDER BID ITEM #3. ALL

OTHER DITCH GRADING

SHALL BE PART OF BID

ITEMS #1 AND #2

NOTES:

· PROPOSED DITCH GRADING SHOWN IN RED

· *THE DITCH ALONG THE EDGE OF THE WOODS SHALL BE

GRADED JUST OUTSIDE THE EXISTING VEGETATION. NO

CLEARING AND GRUBBING WILL BE REQUIRED. SPOIL MATERIAL

SHALL BE PLACED BETWEEN THE DITCH AND THE WOODS LINE

AND TAMPED DOWN AND SMOOTHED SO THAT IT IS NOT ROUGH

AND IRREGULAR.

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2 FT BOTTOM WIDTH 2:1 SIDE SLOPE INVERT ELEV = 92.00'

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DRAINAGE DITCHES

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REGRADE/EXPAND 2200 LF OF DITCH. PLACE SPOIL ADJACENT TO DITCH. SEE NOTES*

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REGRADE DITCH TO DRAIN NORTH)

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2 FT BOTTOM WIDTH 2:1 SIDE SLOPE INVERT ELEV = 90.00'

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1 FT BOTTOM WIDTH 3:1 SIDE SLOPE

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2 FT BOTTOM WIDTH 2:1 SIDE SLOPE

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2 FT BOTTOM WIDTH 2:1 SIDE SLOPE INVERT ELEV = 81.50'

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2 FT BOTTOM WIDTH 2:1 SIDE SLOPE INVERT ELEV = 82.25'

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INVERT ELEV. 83.00'

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INVERT ELEV. 83.00'

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INVERT ELEV. 82.50'

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INVERT ELEV. 82.00'

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INVERT ELEV. 81.50'

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INVERT ELEV. 81.50'

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INVERT ELEV. 82.00'

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LIMIT TRACKING OF EQUIPMENT IN HATCHED AREAS TO PREVENT COMPACTION

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EXISTING DITCH (BLUE)'

1"=125'

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NOTES:

· SEE DETAILS ON SHEET 8.2

· WCS - ALUMINUM WATER CONTROL

STRUCTURE TO BE DELIVERED BY OTHERS

AND INSTALLED BY CONTRACTOR.

· THE WCS SHALL BE SUPPORTED BY A BED OF

CRUSHED STONE AND MUST BE INSTALLED

LEVEL AND PLUMB.

· THE WCS FITS INSIDE THE HDPE PIPE. THE

CONNECTION SHALL BE SEALED WITH

SILICONE AND FASTENED WITH BOLTS.

LIMIT TRACKING OF

EQUIPMENT IN HATCHED

AREAS TO PREVENT

COMPACTION

AutoCAD SHX Text 85.50'

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DRAINAGE PLAN

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AutoCAD SHX Text 83.00'

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WATER CONTROL STRUCTURE (WCS) FURNISHED BY NCSU

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18" HDPE 45 LF

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WCS FURNISHED BY NCSU

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WCS FURNISHED BY NCSU

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WCS FURNISHED BY NCSU

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WCS FURNISHED BY NCSU

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15" HDPE 65 LF

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15" HDPE 65 LF

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36" HDPE 100 LF

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DITCH PLUG W/ 36" HDPE 20 LF

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DITCH PLUG W/ 36" HDPE 20 LF

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36" HDPE 45 LF

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24" HDPE 45 LF

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DITCH PLUG W/ 24" HDPE 20 LF

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EXISTING WCS

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12" CLASS A RIPRAP

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· SEE DETAILS ON SHEET 8.2

· SEE PLANTING INFORMATION ON SHEET 9.1

LIMIT TRACKING OF

EQUIPMENT IN

HATCHED AREAS TO

PREVENT

COMPACTION

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S & EC

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850 LF TEMPORARY SILT FENCE

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WATTLES SEE DETAILS ON SHEET 8.2

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GRADING SHOWN FOR CONTEXT

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NOTES:

· NCSU WILL PROVIDE THE CONTRACTOR WITH

GIS/CAD FILES FOR THE DESIGN SURFACE AND

LINEWORK.

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DIMENSIONS

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ELEVATIO

(FT) EL

N (F

STATION (FT)

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+509+77

2:1

ELEVATIO

(FT) EL

N (F

STATION (FT)

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12:

ELEVATIO

(FT) EL

N (F

STATION (FT)

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50

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SECTION A-A'

SECTION B-B' SECTION C-C'

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SECTION VIEWS 1

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1"=40' 1:20 VERTICAL EXAGGERATION

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STATION (FT)

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ELEVATIO

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STATION (FT)

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ELEVATIO

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STATION (FT)

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SECTION D-D' SECTION E-E' SECTION F-F'

SECTION G-G'

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SECTION VIEWS 2

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1'=40" 20:1 VERTICAL EXAGGERATION

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1'=60" 20:1 VERTICAL EXAGGERATION

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45' 36" HDPE INLET INV= 81.00' OUTLET INV=80.50

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65' 15" HDPE INLET INV= 81.00' OUTLET INV=80.50'

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65' 15" HDPE INLET INV= 81.00' OUTLET INV=80.50'

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100' 36" HDPE INLET INV= 80.50' OUTLET INV=80.00'

WATER CONTROL STRUCTURE (TYP) TO BE FURNISHED BY NCSU

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NOT TO SCALE

NOT TO SCALE NOT TO SCALE

NOTES

· SEE PLANTING NOTES ON SHEET 9.1 FOR SEEDING OF BERMS.

· TOPSOIL FROM POND AREA SHALL BE STOCKPILED AND ADDED

TO TOP OF ALL BERMS TO A DEPTH OF 6'.

· THE SOIL BERMS SHALL BE COMPACTED BY TRACKING

EQUIPMENT ACROSS THE BERM AND/OR TAMPING THE SOILS IN

PLACE WITH THE EXCAVATOR BUCKET. TOPSOIL SHALL NOT BE

COMPACTED.

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6" TOPSOIL

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FILL COMPACTED TO IN-SITU DENSITY

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14.0 FT

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ELEV. 85.50'

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DETAIL A: TYPICAL WATER FARMING CELL PERIMETER BERM DETAIL

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EXISTING GROUND

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2:1 SLOPE

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2:1 SLOPE

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DETAIL B: PIPE OUTLET PROTECTION - PROFILE VIEW

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12" CLASS B RIPRAP OVER NONWOVEN GEOTEXTILE

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DOUBLE WALL HDPE

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MIN 6'

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MIN 2'

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MIN 2' ON EITHER SIDE OF CULVERT

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HDPE CULVERT

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WCS

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DITCH PLUG

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TOP OF BANK

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DITCH INVERT

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DETAIL C: DITCH PLUG

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2:1 SLOPE

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MIN 4'

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DETAILS

8.1

STEEL POST

FRONT VIEW

SIDE VIEW

2' -0

-0

" FILL SLOPE

GRADE

WOVEN WIRE FABRIC

VARIABLE AS DIRECTED BY THE ENGINEER

8' MAX.

GRADE

SILT FENCE FABRIC

INSTALLED TO SECOND

WIRE FROM TOP

MIN. 12-1/2 GA.

INTERMEDIATE

WIRES

MIN. 10 GA.

LINE WIRES

2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.

FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.

NOTES:

MIN SILT FENCE GEOTEXTILE FABRIC*

SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS

SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;

PLANNING CONSIDERATIONS & DESIGN CRITERIA.

PLASTIC OR

WIRE TIES

MIN

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DETAIL D: COIR FIBER

WATTLE DETAIL

DETAIL E: TEMPORARY SILT FENCE

NOT TO SCALE

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S&EC DETAILS

8.2

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ITEM QUANTITY UNITS NOTES

TOPSOIL EARTHWORK 6000 CY TOPSOIL FROM POND AREA SHALL BE STOCKPILED

AND ADDED TO ALL BERMS AT A DEPTH OF 6"

POND, BERM, AND DITCH

EARTHWORK 24000 CY CUT AND FILL IS BALANCED - 30,000 CY CUT,

30,000 CY FILL - QUANTITIES ARE IN BANK CY

WOODS PERIMETER DITCH

GRADING 2200 LF SEE SHEET 5.1

SEEDING 6 AC PERMANENT SEED MIX - SEE 9.1

MATTING 5000 SY COIR MATTING

15" DPE CULVERT 130 LF DUAL WALL HDPE

18" HDPE CULVERT 45 LF DUAL WALL HDPE

24" HDPE CULVERT 45 LF DUAL WALL HDPE

36" HDPE CULVERT 185 LF DUAL WALL HDPE

INSTALL WATER CONTROL

STRUCTURES 8 EA SEE SHEET 5.2

RIPRAP 35 TON NCDOT CLASS B RIPRAP

EROSION CONTROL 1 LS SEE DETAIL F ON SHEET 8.2

SURVEY 1 LS MARK PROPERTY LINES AND SET CONTROL

POINTS

TEMPORARY SEEDING AND

MULCHING

1. ALL SEED AND SEED

VARIETIES MUST BE FREE OF

STATE AND FEDERALLY

LISTED NOXIOUS WEED SEED.

2. ALL DISTURBED AREAS WILL

BE SEEDED WITH TEMPORARY

SEED AND MULCHED WITH

WHEAT STRAW. SEEDING WILL

BE PERFORMED USING A

BROADCAST SPREADER.

OTHER METHODS MAY BE

USED BUT MUST BE

APPROVED BY ENGINEER IN

ADVANCE OF INSTALLATION.

PERMANENT SEEDING

3. PERMANENT SEEDING SHALL

OCCUR IN CONJUNCTION

WITH TEMPORARY SEEDING

WHERE APPLICABLE. IDEALLY,

PERMANENT SEEDING SHALL

OCCUR DURING THE

PLANTING SEASON FOR EACH

SEED TYPE. ALL SEED AND

SEED VARIETIES MUST BE OF

FROM STATE AND FEDERALLY

LISTED NOXIOUS WEED SEED.

IN ADDITION, NONE OF THE

FOLLOWING SEED WILL

OCCUR IN THE MIX.

4. SEED SHALL BE SOWN WITH A

SPREADER OR A SEEDING

MACHINE. SEED IS NOT TO BE

BROADCAST OR DROPPED

WHEN WIND VELOCITY

EXCEEDS 5 MPH. SEED SHALL

BE EVENLY DISTRIBUTED BY

SOWING IN TWO DIRECTIONS

AT RIGHT ANGLES TO EACH

OTHER. WET SEED OR SEED

THAT IS MOLDY OR

OTHERWISE DAMAGED IN

TRANSIT OR STORAGE IS

5. MATTING SHALL BE USED ON

STEEP SLOPES OR ON DITCH

BANKS

PLANTING NOTES

GENERAL NOTES

A. THE CONTRACTOR SHALL CALL FOR A UTILITY LOCATE BEFORE

BEGINNING ANY EXCAVATION. THE CONTRACTOR SHALL NOT

ASSUME THAT UTILITIES ARE LOCATED WHERE SPECIFIED. THE

CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES

THAT OCCUR DUE TO INTERFERENCE WITH UTILITIES.

B. THE CONTRACTOR TAKES FULL RESPONSIBILITY FOR ALL LEGAL

AND SAFETY REQUIREMENTS FOR UTILITIES.

C. THE CONTRACTOR IS RESPONSIBLE FOR PLACING SEED AND

STRAW ON ANY DISTURBED AREAS AND STABILIZING WITH

MATTING AS REQUIRED TO PREVENT EROSION.

D. CONTRACTOR MUST BE WILLING TO WORK WITH AND ACCEPT

OVERSIGHT FROM NCSU BIOLOGICAL & AGRICULTURAL

ENGINEERING PERSONNEL.

E. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL SEDIMENT

AND EROSION CONTROL MEASURES USED DURING

CONSTRUCTION.

F. CONTRACTOR IS RESPONSIBLE FOR REMOVING REFUSE FROM

SITE AND RETURNING IT TO PRE-CONSTRUCTION AESTHETICS.

G. CONTRACTOR SHALL USE PUMPS AND DIVERSIONS AS

NECESSARY TO REMOVE WATER TO ALLOW FOR CONSTRUCTION

ACTIVITIES.

AutoCAD SHX Text

S&EC DETAILS

AutoCAD SHX Text 9.1

AutoCAD SHX Text Permanent Seed Mix - 60 lbs per acre

AutoCAD SHX Text

SPECIES

AutoCAD SHX Text Common Name

AutoCAD SHX Text Percent

AutoCAD SHX Text Dactyylis glomerata

AutoCAD SHX Text Orchard Grass

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AutoCAD SHX Text Schendonorous phoenix

AutoCAD SHX Text Tall Fescue

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AutoCAD SHX Text Temporary Seeding

AutoCAD SHX Text Type

AutoCAD SHX Text Application Rate (lbs/acre)

AutoCAD SHX Text Rye Grain

AutoCAD SHX Text

AutoCAD SHX Text Straw Mulch

Sheets and Views

Caswell_jan24-TITLE SHEET

Caswell_jan24-OVERVIEW

Caswell_jan24-EXISTING

Caswell_jan24-GRADING

Caswell_jan24-DRAINAGE DITCHES

Caswell_jan24-DRAINAGE2

Caswell_jan24-S & EC

Caswell_jan24-Dimension

Caswell_jan24-SECTION 1

Caswell_jan24-SECTION 2

Caswell_jan24-DETAILS

Caswell_jan24-S&EC DETAILS

Caswell_jan24-QUANTITIES AND NOTES

File details come from the government source that posted it. Updated Nov 15, 2024.