Atch 9 Existing Utilities - Existing Grades.pdf

PDF 2 MB Posted

Attached to
Y1DA--Project 596-20-105 - Improve Site Security, Sousley Campus Federal contract opportunity
Solicitation number
36C24924R0009
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 9

About this file

Written by GovTribe AI ·

This document package includes engineering drawings and specifications for replacing deteriorated underground utilities at the Lexington VA Health Care System campus in Lexington, Kentucky. The drawings show the proposed locations of new underground utilities, including duct banks, manholes, and inlet structures. Erosion and sediment control measures are also detailed, such as silt fences, diversion dikes, and inlet protection. The related federal contract opportunity is for site security improvements at the same Sousley campus under Solicitation 36C24924R0009 issued by the Department of Veterans Affairs. The scope of work includes improving perimeter fencing, access control, lighting, and closed-circuit television systems. The response due date and award date are not specified.

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Other files for this federal contract opportunity

Other files attached to Y1DA--Project 596-20-105 - Improve Site Security, Sousley Campus, newest first.
File Type Posted
Atch 4 Drawing S-101 R1 FINAL.pdf PDF
36C24924R0009 0002.docx DOCX document
Atch 8 Existing Utilities Bldg 1 Exterior.pdf PDF
Atch 11 Existing Gate Submittal.pdf PDF
Atch 10 Datasheet H5A Multisensor Camera.pdf PDF
Atch 12 Pre-Bid Sign In Sheet.pdf PDF
36C24924R0009 0001.docx DOCX document
Atch 7 Construction Past Performance Questionnaire.docx DOCX document
Atch 2 Drawing Concrete Post Barricade.pdf PDF
Atch 6 Construction Pricing Schedule.xlsx XLSX spreadsheet
Atch 4 Drawing S-101 FINAL.pdf PDF
Atch 3 Drawing S-100 FINAL.pdf PDF
Atch 1 WD Fayette County Construction Building KY20230090 dated 09082023.pdf PDF
36C24924R0009_1.docx DOCX document
Atch 5 Project Specification 596-20-105.pdf PDF
Show all 15

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INLET PROTECTION

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

1-3

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Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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21 4 5 6 7 8 9

LEXINGTON, KENTUCKY

596-21-104

NOVEMBER 13, 2023 PJC AZ Dwg. of

Lexington VA Health Care System

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Building Number

CONSTRUCTION DOCUMENTS

SUBMISSION

VA FORM 08 - 6231

321 4 5 6 7 8 9

REPLACE DETERIORATED

UNDERGROUND UTILITIES

FRANKLIN R. SOUSLEY CAMPUS

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

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PHONE: (309) 283-1592 N/A

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TO VEHICLES LEAVING THE SITE OR ENTERING A PUBLIC

RIGHT-OF-WAY, WHEELS SHALL BE CLEANED OR WASHED TO REMOVE

SEDIMENT. ALL SEDIMENT SPILLED, DROPPED OR TRACKED ONTO THE

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3. MATERIAL LAYDOWN AREA TO BE COORDINATED WITH THE COR.

4. STOCKPILE AREAS FOR WASTE PRODUCED IS NOT PERMITTED ONSITE.

MATERIALS TO BE RECYCLED AND NEW MATERIALS FOR

CONSTRUCTIVE PURPOSES ARE ALLOWED TO BE STORED ON SITE.

5. THE PROPOSED EROSION AND SEDIMENT CONTROLS INCLUDE BUT ARE

NOT LIMITED TO SOCK FILTERS, INLET PROTECTION, SOIL

STABILIZATION, AND TRENCH DEWATERING TO A FILTER BAG.

6. SILT FENCES TO BE INSTALLED ALONG UTILITY TRENCH FOR

DISTURBANCE IN LANDSCAPE AREAS.

7. INLET PROTECTION TO BE INSTALLED AT ANY INLET DOWNSTREAM OF

THE LIMITS OF CONSTRUCTION.

8. PERMANENT STABILIZATION REQUIRED FOR ALL DENUDED SOIL PER

THE LANDSCAPING REQUIREMENTS.

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EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

1-3

GC502

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GC502

SF SILT FENCE

DD

TEMPORARY DIVERSION DIKE

2-3

GC503

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LIMITS OF DISTURBANCE

LIMITS OF CONSTRUCTION

6 CHANNEL TYPICAL SECTION

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7 AGGREGATE CHANNEL LINING

5/6

GC504

CLEAN EXISTING DEBRIS FROM

CHANNEL PRIOR TO INSTALLING

TRM

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

LEXINGTON, KENTUCKY

596-21-104

NOVEMBER 13, 2023 PJC AZ Dwg. of

Lexington VA Health Care System

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Building Number

CONSTRUCTION DOCUMENTS

SUBMISSION

VA FORM 08 - 6231

321 4 5 6 7 8 9

REPLACE DETERIORATED

UNDERGROUND UTILITIES

FRANKLIN R. SOUSLEY CAMPUS

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GRITY FEDERA

L

SERV I CES

IMEG

PHONE: (309) 283-1592 N/A

MATCHLINE SHEET 21

MA

TC

HL

IN

E

SH

EE

T

GC104

EROSION AND SEDIMENT

CONTROL PLAN

N

KEY MAP

(NOT TO SCALE)

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

MA

TC

HL

IN

E

SH

EE

T

EROSION AND SEDIMENT CONTROL NOTES:

1. MITIGATE AIR AND NOISE POLLUTION.

2. IN AREAS WHERE NO STABILIZED CONSTRUCTION IS PROVIDED: PRIOR

TO VEHICLES LEAVING THE SITE OR ENTERING A PUBLIC

RIGHT-OF-WAY, WHEELS SHALL BE CLEANED OR WASHED TO REMOVE

SEDIMENT. ALL SEDIMENT SPILLED, DROPPED OR TRACKED ONTO THE

ROAD MUST BE REMOVED IMMEDIATELY BY VACUUMING, SCRAPING, OR

SWEEPING. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN

AREA STABILIZED WITH STONE THAT DRAINS TO AN APPROVED

SEDIMENT CONTROL DEVICE.

3. MATERIAL LAYDOWN AREA TO BE COORDINATED WITH THE COR.

4. STOCKPILE AREAS FOR WASTE PRODUCED IS NOT PERMITTED ONSITE.

MATERIALS TO BE RECYCLED AND NEW MATERIALS FOR

CONSTRUCTIVE PURPOSES ARE ALLOWED TO BE STORED ON SITE.

5. THE PROPOSED EROSION AND SEDIMENT CONTROLS INCLUDE BUT ARE

NOT LIMITED TO SOCK FILTERS, INLET PROTECTION, SOIL

STABILIZATION, AND TRENCH DEWATERING TO A FILTER BAG.

6. SILT FENCES TO BE INSTALLED ALONG UTILITY TRENCH FOR

DISTURBANCE IN LANDSCAPE AREAS.

7. INLET PROTECTION TO BE INSTALLED AT ANY INLET DOWNSTREAM OF

THE LIMITS OF CONSTRUCTION.

8. PERMANENT STABILIZATION REQUIRED FOR ALL DENUDED SOIL PER

THE LANDSCAPING REQUIREMENTS.

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PARCEL: 94021780

ADDRESS: 2010 LEESTOWN RD

USE: LEESTOWN MIDDLE

SCHOOL

AONE: A-U

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INLET PROTECTION

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

1-3

GC502

DETAIL

GC502

CULVERT INLET PROTECTION 4

GC502

SF SILT FENCE

DD

TEMPORARY DIVERSION DIKE

2-3

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TURF REINFORCING MATT (TRM)

LIMITS OF DISTURBANCE

LIMITS OF CONSTRUCTION

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7 AGGREGATE CHANNEL LINING

5/6

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CLEAN EXISTING DEBRIS FROM

CHANNEL PRIOR TO INSTALLING

TRM

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

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F

A

B

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F

21 4 5 6 7 8 9

LEXINGTON, KENTUCKY

596-21-104

NOVEMBER 13, 2023 PJC AZ Dwg. of

Lexington VA Health Care System

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Building Number

CONSTRUCTION DOCUMENTS

SUBMISSION

VA FORM 08 - 6231

321 4 5 6 7 8 9

REPLACE DETERIORATED

UNDERGROUND UTILITIES

FRANKLIN R. SOUSLEY CAMPUS

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

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EROSION AND SEDIMENT CONTROL

PLAN DEDUCT ALTERNATE

N

KEY MAP

(NOT TO SCALE)

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

EROSION AND SEDIMENT CONTROL NOTES:

1. MITIGATE AIR AND NOISE POLLUTION.

2. IN AREAS WHERE NO STABILIZED CONSTRUCTION IS PROVIDED: PRIOR

TO VEHICLES LEAVING THE SITE OR ENTERING A PUBLIC

RIGHT-OF-WAY, WHEELS SHALL BE CLEANED OR WASHED TO REMOVE

SEDIMENT. ALL SEDIMENT SPILLED, DROPPED OR TRACKED ONTO THE

ROAD MUST BE REMOVED IMMEDIATELY BY VACUUMING, SCRAPING, OR

SWEEPING. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN

AREA STABILIZED WITH STONE THAT DRAINS TO AN APPROVED

SEDIMENT CONTROL DEVICE.

3. MATERIAL LAYDOWN AREA TO BE COORDINATED WITH THE COR.

4. STOCKPILE AREAS FOR WASTE PRODUCED IS NOT PERMITTED ONSITE.

MATERIALS TO BE RECYCLED AND NEW MATERIALS FOR

CONSTRUCTIVE PURPOSES ARE ALLOWED TO BE STORED ON SITE.

5. THE PROPOSED EROSION AND SEDIMENT CONTROLS INCLUDE BUT ARE

NOT LIMITED TO SOCK FILTERS, INLET PROTECTION, SOIL

STABILIZATION, AND TRENCH DEWATERING TO A FILTER BAG.

6. SILT FENCES TO BE INSTALLED ALONG UTILITY TRENCH FOR

DISTURBANCE IN LANDSCAPE AREAS.

7. INLET PROTECTION TO BE INSTALLED AT ANY INLET DOWNSTREAM OF

THE LIMITS OF CONSTRUCTION.

8. PERMANENT STABILIZATION REQUIRED FOR ALL DENUDED SOIL PER

THE LANDSCAPING REQUIREMENTS.

9. THE REALINED CHANNEL MUST BE COMPLETE INSTALLED AND

CONNECTED PRIOR TO ABANDONING/FILLING IN THE EXISTING

CHANNEL.

10. THE EXISTING CHANNEL MUST REMAIN TO COVEY THE STREAM FLOW

WHILE THE NEW CHANNEL ALIGNMENT IS CONSTRUCTED.

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