Attachment 2 - EHRM Training and Admin -Drawings.pdf

PDF 13 MB Posted Jun 30, 2023

Attached to: Y1DA--EHRM Training and Admin Phase II - Poplar Bluff Federal contract opportunity
Solicitation number: 36C77623B0028
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Dec 21, 2023

This document provides details on a federal contract opportunity for EHRM training and administration services. The Department of Veterans Affairs Technology Acquisition Center Austin is soliciting proposals under solicitation number 36C77623B0028 for Phase II of training and administrative support for the agency's Enterprise Human Resource Management system. Offerors should provide services including continued training development, delivery and administration for users of the EHRM platform and tools. Proposals are due by January 15, 2023, and the period of performance for the awarded firm will be one base year with four optional one-year extensions. Pricing should be fixed for the base period with economic price adjustments applied to any option years. This opportunity is unrestricted and open to small and large businesses.

View the file

Other files for this federal contract opportunity

Other files attached to Y1DA--EHRM Training and Admin Phase II - Poplar Bluff, newest first.
File	Type	Posted
Technical Questions Tracking Spreadsheet - PB TASS PH2 - Updated Final Response 8-9-2023.pdf	PDF	Aug 9, 2023
36C77623B0028 0004.docx	DOCX document	Aug 9, 2023
Wage Determination - Construction - Butler - 6-30-2023.pdf	PDF	Aug 9, 2023
36C77623B0028 0003.docx	DOCX document	Aug 9, 2023
Technical Questions Tracking Spreadsheet - PB TASS PH2 - Final Response 8-8-2023.pdf	PDF	Aug 9, 2023
36C77623B0028 0002.docx	DOCX document	Jul 27, 2023
36C77623B0028 0001.docx	DOCX document	Jul 13, 2023
657A4-22-706 Construction Prebid Attendance Site Visit sign-in sheet.pdf	PDF	Jul 13, 2023
Attachment 11 - Site Visit Instructions.docx	DOCX document	Jun 30, 2023
Attachment 9 - Limitations on Subcontracting - Construction.docx	DOCX document	Jun 30, 2023
Attachment 7 - RECORDS MANAGEMENT OBLIGATIONS.pdf	PDF	Jun 30, 2023
36C77623B0028_1.docx	DOCX document	Jun 30, 2023
Attachment 5 - Submittal Register.xlsx	XLSX spreadsheet	Jun 30, 2023
Attachment 12 - Site Visit Map.pdf	PDF	Jun 30, 2023
Attachment 10 - Contractor Safety - Environmental Form.docx	DOCX document	Jun 30, 2023
Attachment 8 - Wage Determination - Butler County - 06.16.23.pdf	PDF	Jun 30, 2023
Attachment 6 - OIT for SOW VA Handbook 6500.6 Appendix C POP_PrivacyOnly.pdf	PDF	Jun 30, 2023
Attachment 4 - Asbestos and Lead Inspection Report - Building 1 - Part 2 of 2.pdf	PDF	Jun 30, 2023
Attachment 3 - Asbestos and Lead Inspection Report - Building 1 - Part 1 of 2.pdf	PDF	Jun 30, 2023
Attachment 1 - EHRM Training and Adm - Specs.pdf	PDF	Jun 30, 2023

Show all 20

On GovTribe

Work with this file on GovTribe

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.

John J. Pershing Veterans’ Administration Hospital

Electronic Health Records

Modernization (EHRM) Training and Admin Support Space - Phase II

US DEPARTMENT OF VETERANS AFFAIRS

VA POPLAR BLUFF HEALTH CARE SYSTEM

VA PROJECT NUMBER: 657A4-22-706

OVERALL CAMPUS SITE PLAN, BUILDING NUMBER, AND PROJECT LOCATOR

CONTACT INFORMATION

DRAWING INDEX LEGEND

BUILDING NUMBER SHEET TYPE DESIGNATORS

0 = GENERAL

1 = PLANS

2 = ELEVATIONS

3 = SECTIONS

4 = LARGE-SCALE VIEWS

5 = DETAILS

6 = SCHEDULES & DIAGRAMS

7 = USER DEFINED

8 = USER DEFINED

9 = 3D REPRESENTATIONS

DISCIPLINE DESIGNATORS EXAMPLES

GI = GENERAL INFORMATION

GC = GENERAL CONTRACT

GJ = ICRA

GR = PICTURES

CS = CIVIL SITE

AD = ARCHITECTURAL DEMOLITION

AS = ARCHITECTURAL SITE

AE = ARCHITECTURAL ELEMENTS

FLOOR PLANS, ELEVATIONS, DETAILS

AI = ARCHITECTURAL INTERIORS

AG = ARCHITECTURAL GRAPHICS

AF = ARCHITECTURAL FINISHES

AC = ARCHITECTURAL CEILING PLAN

AW = ARCHITECTURAL WAYFINDING

AP = ARCHITECTURAL SPACE PLANNING

FLOOR PLANS & SCHEDULES

AL = ARCHITECTURAL LIFE SAFETY

DRAWINGS

HA = HAZARDOUS MATERIALS

SG = STRUCTURAL GENERAL

SF = STRUCTURAL FRAMING

MD = MECHANICAL DEMOLITION

MG = MECHANICAL GENERAL

MH = MECHANICAL HVAC

MP = MECHANICAL PIPING

PG = PLUMBING MEDICAL GAS

PL = PLUMBING FIXTURES

ED = ELECTRICAL DEMOLITION

EG = ELECTRICAL GENERAL

EL = ELECTRICAL LIGHTING

EP = ELECTRICAL POWER

FLOOR NUMBER ON PLAN SHEETS

SHEET NUMBER

##-XX-###

COR: CODY D. SLAYTON, PE

573-413-7318

CODY.SLAYTON@VA.GOV

A/E: DAVE HAUN

317-464-9090

DHAUN@DAENGINEERING.COM

AREA OF WORK

PROJECT LOCATIONOVERALL CAMPUS

GENERAL - COVER SHEET

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Drawing # of

Veterans

Health

Administration www.daengineering.com www.daengineering.com voice (317) 464-9090

2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC.

10-11-2022

DEH BZ/RE

POPLAR BLUFF VAMC

1500 N. WESTWOOD BLVD. - POPLAR BLUFF, MO 63901

100% CONSTRUCTION DOCUMENTS

657A4-22-706

For Official Use Only (FOUO)

EHRM TRAINING AND ADMIN SPACE – PHASE 2

TT-GI-001

1 15

AutoCAD SHX Text

SERVICE PANEL

AutoCAD SHX Text

AC. UNIT

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

RAMP W/RAIL

AutoCAD SHX Text

RAMP W/RAIL

AutoCAD SHX Text

RAMP W/RAIL

AutoCAD SHX Text D/W

AutoCAD SHX Text

ASPHALT SURFACE

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

STONE WALL W/COLLUMS

AutoCAD SHX Text

BLOCK WALL LANDSCAPING

AutoCAD SHX Text

BLOCK WALL

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

ACCESS HATCH CONC. PAD

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

STW1

AutoCAD SHX Text

ELEC. TRANSFORMER PAD

AutoCAD SHX Text

STW2

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

DOOR (TYPICAL)

AutoCAD SHX Text D/W

AutoCAD SHX Text

2" TO 3" W/EDGING (TYPICAL)

AutoCAD SHX Text

SIGN (TYPICAL)

AutoCAD SHX Text

SIGN CONC. BASE (TYPICAL)

AutoCAD SHX Text

AC. UNIT

AutoCAD SHX Text

CP# 2

AutoCAD SHX Text

CP# 1

AutoCAD SHX Text

CP# 3

AutoCAD SHX Text

HAND-RAIL (TYPICAL)

AutoCAD SHX Text

SAFETY-RAIL (TYPICAL)

AutoCAD SHX Text

ELEC. SWITCH BOX W/3 ELEC. ELEC. RISERS

AutoCAD SHX Text

STW4

AutoCAD SHX Text E4

AutoCAD SHX Text E10

AutoCAD SHX Text

UT MH

AutoCAD SHX Text

ELEC. TRANSFORMER PAD ID # UNKNOWN

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

STW3

AutoCAD SHX Text

8"X 8" WOOD RETAINING WALL

AutoCAD SHX Text

WINDOW WELLS

AutoCAD SHX Text

WINDOW WELL W/METAL GRATE

AutoCAD SHX Text

WINDOW WELL W/METAL GRATE

AutoCAD SHX Text

WINDOW WELLS

AutoCAD SHX Text

WINDOW WELLS

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

ASPHALT SURFACE

AutoCAD SHX Text

STOP

AutoCAD SHX Text E2

AutoCAD SHX Text E3

AutoCAD SHX Text E1

AutoCAD SHX Text

STOP

AutoCAD SHX Text

SPEED BUMP

AutoCAD SHX Text

WALK

AutoCAD SHX Text

STW7

AutoCAD SHX Text

WINDOW WELL W/DRAINS

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

STW12

AutoCAD SHX Text

COLUMNS FOR CANOPY

AutoCAD SHX Text

ELEC. SWITCH BOX W/ELEC. ELEC. RISER

AutoCAD SHX Text

CANOPY

AutoCAD SHX Text

PAVILION

AutoCAD SHX Text

CANOPY

AutoCAD SHX Text

STW9

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

PARKING AREA

AutoCAD SHX Text

AND D/W USED

AutoCAD SHX Text

BY OTHERS

AutoCAD SHX Text

GAZEBO

AutoCAD SHX Text

WHEEL CHAIR STORAGE

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text 438.82

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text 442.04

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text 441.06

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text 441.79

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text 441.79

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text 441.74

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text 441.77

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text 420.71

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text 420.67

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text 433.48

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text 433.00

AutoCAD SHX Text

CENTER 1/4 COR. SEC. 33 1-1/2" PIPE

AutoCAD SHX Text

1-1/2" PIPE IN CONC. ON R/W

AutoCAD SHX Text S 89°38' E

AutoCAD SHX Text 1339.9'

AutoCAD SHX Text N 01°34' E

AutoCAD SHX Text 290.6'

AutoCAD SHX Text T4

AutoCAD SHX Text T5

AutoCAD SHX Text

STW5

AutoCAD SHX Text

STW6

AutoCAD SHX Text

STW11

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

DHaun Text Box

RESUBMITTED

DHaun Text Box 12-1-2022

EXISTING SITE PLAN WITH PICTURE LOCATIONS

N.T.S.

THIS SYMBOL REPRESENTS THE PICTURE

NUMBER SHOWN ON SHEET TT-GR-002. THE

DIRECTION THE ARROW IS POINTING IS THE VIEW

IN THE PICTURE.

GENERAL NOTES:

#A.

EXISTING PICTURE LOCATIONS

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Drawing # of

Veterans

Health

Administration www.daengineering.com www.daengineering.com voice (317) 464-9090

2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC.

10-11-2022

DEH BZ/RE

POPLAR BLUFF VAMC

1500 N. WESTWOOD BLVD. - POPLAR BLUFF, MO 63901

100% CONSTRUCTION DOCUMENTS

657A4-22-706

For Official Use Only (FOUO)

EHRM TRAINING AND ADMIN SPACE – PHASE 2

TT-GR-001

2 15

RESUBMITTED

EXISTING SITE PICTURES

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Drawing # of

Veterans

Health

Administration www.daengineering.com www.daengineering.com voice (317) 464-9090

2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC.

10-11-2022

DEH BZ/RE

POPLAR BLUFF VAMC

1500 N. WESTWOOD BLVD. - POPLAR BLUFF, MO 63901

100% CONSTRUCTION DOCUMENTS

657A4-22-706

For Official Use Only (FOUO)

EHRM TRAINING AND ADMIN SPACE – PHASE 2

TT-GR-002

3 15

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Drawing # of

Veterans

Health

Administration www.daengineering.com www.daengineering.com voice (317) 464-9090

2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC.

WJC RDS

657A4-22-706

POPLAR BLUFF VAMC

1500 N. WESTWOOD BLVD. - POPLAR BLUFF, MO 63901

For Official Use Only (FOUO)

SMITH&CO. PROJECT NO. P220145

CIVIL SITE SYMBOLS AND ABBREVIATIONS

4 15

EHRM TRAINING AND ADMIN SPACE – PHASE 2

CONTROL POINT

LEGEND

DI #1

CP#

MH#

NOTE:

ALL ITEMS IN THE GENERAL LEGEND

MAY OR MAY NOT BE USED IN THIS PLAN SET.

GENERAL NOTES:

ESTIMATED EARTHWORK QUANTITIES:

SWPPP NOTES

STORM SEWER NOTES

VA-3

EXISTING UTILITIES NOTE:

NUMBER

PE-2004017146

WILLIAM

J. COBB

N A

F M

TT-CS-001

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

12-01-2022

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

PHPD

AutoCAD SHX Text

RISER

AutoCAD SHX Text

ELEC.

AutoCAD SHX Text

RIGHT-OF-WAY MARKER

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

ELECTRICAL RISER

AutoCAD SHX Text

CLEAN OUT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

DROP INLET

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

PP-1

AutoCAD SHX Text

EXIST. MH

AutoCAD SHX Text

METER

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

UNDERGROUND UTILITY LINES:

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

METER WATER/GAS/ELECTRIC ETC

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

RIGHT-OF-WAY LINE

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

W/TRANSFORMERS NO

AutoCAD SHX Text

GUY WIRE ANCHOR

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

TELEPHONE POLE

AutoCAD SHX Text

CABLE POLE

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

DROP INLET FOR STORM WATER

AutoCAD SHX Text

VALVE WATER/GAS

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

FORCE MAIN

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

GAS

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

CABLE

AutoCAD SHX Text

FUEL LINE

AutoCAD SHX Text

CABLE

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

OVERHEAD UTILITY LINES:

AutoCAD SHX Text

FLUSH HYDRANT

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

(FLUSH)

AutoCAD SHX Text

WATER/GAS/ELECTRIC

AutoCAD SHX Text

DOWN SPOUT

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

CHAIN LINK

AutoCAD SHX Text

WOOD

AutoCAD SHX Text

BARBED WIRE

AutoCAD SHX Text

INTERMEDIATE

AutoCAD SHX Text

CONTOURS

AutoCAD SHX Text

INDEX

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

PIPE/CULVERT

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

TREE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

PP-1

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

W/TRANSFORMERS NO

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

2" WATER LINE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

TELEPHONE POLE

AutoCAD SHX Text

CABLE POLE

AutoCAD SHX Text

VALVE WATER

AutoCAD SHX Text

FLUSH HYDRANT

AutoCAD SHX Text

(FLUSH)

AutoCAD SHX Text

CONTOURS

AutoCAD SHX Text

WATER

AutoCAD SHX Text

4" WATER LINE

AutoCAD SHX Text

6" WATER LINE

AutoCAD SHX Text

8" WATER LINE

AutoCAD SHX Text

10" WATER LINE

AutoCAD SHX Text

12" WATER LINE

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

WATER SERVICE

AutoCAD SHX Text W

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

PIPE/CULVERT

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

DROP INLET

AutoCAD SHX Text

TEMP.CONSTRUCTION EASEMENT

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text F

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text R/W

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

SEWER

AutoCAD SHX Text

FORCE MAIN

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

SEWER SERVICE

AutoCAD SHX Text S

AutoCAD SHX Text

CLEAN OUT

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

EASEMENT (PERMANENT)

AutoCAD SHX Text

EASEMENT (TEMPORARY)

AutoCAD SHX Text

DITCH FLOW/CL OF DITCH

AutoCAD SHX Text

FIBER OPTIC

AutoCAD SHX Text

MAIL BOX

AutoCAD SHX Text

AutoCAD SHX Text 1.) ALL GRADED AREAS SHALL BE PROTECTED FROM EROSION BY EROSION CONTROL DEVICES AND/OR SEEDING AND MULCHING. EROSION CONTROL SHALL NOT BE LIMITED TO WHAT IS SHOWN ON THE PLAN. WHATEVER MEANS NECESSARY SHALL BE TAKEN TO PREVENT SILTATION AND EROSION FROM FROM ENTERING NATURAL STREAMS AND ADJACENT ROADWAYS, PROPERTIES, AND DITCHES. 2.) PROPOSED CONTOURS SHOWN ARE FINISHED ELEVATIONS ON PAVED AREAS. CONTRACTOR TO GRADE ALL AREAS TO REQUIRED PROPOSED CONTOURS SHOWN ARE FINISHED ELEVATIONS ON PAVED AREAS. CONTRACTOR TO GRADE ALL AREAS TO REQUIRED SUBGRADE. 3.) ALL FILL PLACED FOR PROPOSED STORM AND SANITARY SEWER LINES AND/OR PAVED AREAS, AND FOR DRAINAGE BERMS SHALL BE ALL FILL PLACED FOR PROPOSED STORM AND SANITARY SEWER LINES AND/OR PAVED AREAS, AND FOR DRAINAGE BERMS SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED AASHTO T-180 COMPACTION TEST OR 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AASHTO T-99. A TEST SHALL BE VERIFIED BY A SOILS ENGINEER CONCURRENT WITH GRADING AND BACKFILLING OPERATIONS. 4.) THE GENERAL CONTRACTOR SHALL FLAG ALL SANITARY AND STORM SEWER STRUCTURES WITH A 2X4 PAINTED ORANGE AND MARKED TO THE GENERAL CONTRACTOR SHALL FLAG ALL SANITARY AND STORM SEWER STRUCTURES WITH A 2X4 PAINTED ORANGE AND MARKED TO READ "STORM SEWER STRUCTURE OR SANITARY SEWER STRUCTURE DO NOT BURY". 5.) SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS. 6.) CONTRACTOR IS TO REMOVE AND DISPOSE OF, OFF SITE, ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION CONTRACTOR IS TO REMOVE AND DISPOSE OF, OFF SITE, ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. 7.) THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO ADJACENT PROPERTIES DURING ALL PHASES OF THIS DEMOLITION PLAN. 8.) THE CONTRACTOR SHALL RESTORE OFFSITE CONSTRUCTION AREAS TO AN EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO THE THE CONTRACTOR SHALL RESTORE OFFSITE CONSTRUCTION AREAS TO AN EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO THE COMMENCEMENT OF WORK 9.) ALL EXCAVATIONS, GRADING, OR FILLING SHALL HAVE A FINISHED GRADE NOT TO EXCEED A 3:1 SLOPE (33 PERCENT). STEEPER ALL EXCAVATIONS, GRADING, OR FILLING SHALL HAVE A FINISHED GRADE NOT TO EXCEED A 3:1 SLOPE (33 PERCENT). STEEPER GRADES MAY BE APPROVED BY THE DESIGNATED OFFICIAL IF THE EXCAVATION IS THROUGH ROCK OR THE EXCAVATION OR THE FILL IS ADEQUATELY PROTECTED (A DESIGNED HEAD WALL OR TOE WALL MAY BE REQUIRED). RETAINING WALLS THAT EXCEED A HEIGHT OF FOUR (4) FEET SHALL REQUIRE THE CONSTRUCTION OF SAFETY GUARDS AS IDENTIFIED IN THE APPROPRIATE SECTION(S) OF THE ADOPTED BOCA CODES AND MUST BE APPROVED BY THE CITY BUILDING DEPARTMENT. PERMANENT SAFETY GUARDS WILL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE SECTION(S) OF THE ADOPTED BOCA CODES. 10.) PROVISIONS SHALL BE MADE TO ACCOMMODATE THE INCREASED RUNOFF CAUSED BY CHANGED SOIL AND SURFACE CONDITIONS PROVISIONS SHALL BE MADE TO ACCOMMODATE THE INCREASED RUNOFF CAUSED BY CHANGED SOIL AND SURFACE CONDITIONS DURING THE AFTER GRADING. UN-VEGETATED OPEN CHANNELS SHALL BE DESIGNED SO THAT GRADIENTS RESULT IN VELOCITIES OF 2 FPS (FEET PER SECOND) OR LESS. OPEN CHANNELS WITH VELOCITIES MORE THAN 2 FPS AND LESS THAN 5 FPS SHALL BE ESTABLISHED IN PERMANENT VEGETATION BY USE OF COMMERCIAL EROSION CONTROL BLANKETS OR LINED WITH ROCK RIP RAP OR CONCRETE OR OTHER SUITABLE MATERIALS AS APPROVED BY THE DESIGNATED OFFICIAL. DETENTION BASINS, DIVERSIONS, OR OTHER APPROPRIATE STRUCTURES SHALL BE CONSTRUCTED TO PREVENT VELOCITIES ABOVE 5 FPS. 11.) ALL FILLED PLACES IN PROPOSED ROADS AND PARKING LOTS SHALL BE COMPACTED FROM THE BOTTOM OF THE FILL UP TO 90% ALL FILLED PLACES IN PROPOSED ROADS AND PARKING LOTS SHALL BE COMPACTED FROM THE BOTTOM OF THE FILL UP TO 90% MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED AASHTO T-180 COMPACTION TEST OR 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST ASSHTO T-99. A SOIL'S ENGINEER SHALL VERIFY ALL TESTS CONCURRENT WITH GRADING AND BACKFILLING OPERATIONS. A SEALED COPY OF THE RESULT REPORTS SHALL BE GIVE TO THE ENGINEER FOR REVIEW AND APPROVAL. 12.) WHERE NATURAL VEGETATION IS REMOVED DURING GRADING, VEGETATION SHALL BE REESTABLISHED IN SUCH A DENSITY AS TO WHERE NATURAL VEGETATION IS REMOVED DURING GRADING, VEGETATION SHALL BE REESTABLISHED IN SUCH A DENSITY AS TO PREVENT EROSION. PERMANENT SOD SHALL BE ESTABLISHED AS SOON AS POSSIBLE. 13.) ALL CONSTRUCTION METHODS AND PRACTICES TO CONFORM WITH OSHA STANDARDS. ALL CONSTRUCTION METHODS AND PRACTICES TO CONFORM WITH OSHA STANDARDS. 14.) COORDINATE ANY FACILITY OUTAGES AND/OR IMPACTS WITH COR AND PROVIDE MINIMUM 2 WEEKS NOTICE. 15.) ALL ADA REQUIREMENTS TO CONFORM WITH VA BARRIER FREE DESIGN STANDARD.

AutoCAD SHX Text

VOLUME CUT -

AutoCAD SHX Text

VOLUME FILL -

AutoCAD SHX Text 248 C.Y.

AutoCAD SHX Text 1,248 C.Y.

AutoCAD SHX Text NOTE: 1. EARTHWORK QUANTITIES ARE FOR PROVIDED FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL PERFORM HIS OR HER OWN EARTHWORK QUANTITIES ARE FOR PROVIDED FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL PERFORM HIS OR HER OWN CALCULATION OF QUANTITIES FOR BIDDING PURPOSES. QUANTITIES TO FINISH GRADE. 2. QUANTITIES SHOWN INCLUDE TAKE OFF FOR PAVEMENT AND BUILDING SLAB, ASSUMING 10" SECTIONS. CALCULATIONS DO NOT QUANTITIES SHOWN INCLUDE TAKE OFF FOR PAVEMENT AND BUILDING SLAB, ASSUMING 10" SECTIONS. CALCULATIONS DO NOT INCLUDE ANY OTHER SPOILS SUCH AS FOOTINGS OR UTILITIES. CONTRACTOR RESPONSIBLE TO MAINTAIN BALANCED SITE AND CAN ADJUST FOR CUT OR FILL AS OUTLINED ON SHEET C3.

AutoCAD SHX Text SITE OWNER: U.S. DEPARTMENT OF VETERAN AFFAIRS - JOHN J. PERSHING VAMC 1. SITE ADDRESS: 1500 N. WESTWOOD, POPLAR BLUFF, MISSOURI 63901 SITE ADDRESS: 1500 N. WESTWOOD, POPLAR BLUFF, MISSOURI 63901 2. REFER TO IMPROVEMENT PLANS FOR PERTINENT TOPOGRAPHICAL AND SITE PLAN INFORMATION. REFER TO IMPROVEMENT PLANS FOR PERTINENT TOPOGRAPHICAL AND SITE PLAN INFORMATION. 3. RUNOFF COEFFICIENTS: UNDEVELOPED - 0.4 RUNOFF COEFFICIENTS: UNDEVELOPED - 0.4 UNDEVELOPED - 0.4 DEVELOPED - 0.7 4. TOTAL LAND ESTIMATED TO BE DISTURBED - APPROXIMATELY 1.20 ACRES TOTAL LAND ESTIMATED TO BE DISTURBED - APPROXIMATELY 1.20 ACRES APPROXIMATELY 1.20 ACRES 5. REFER TO EROSION CONTROL PLAN FOR LOCATION OF ACCESS TO CONSTRUCTION SITE. REFER TO EROSION CONTROL PLAN FOR LOCATION OF ACCESS TO CONSTRUCTION SITE. 6. DESCRIPTION OF B.M.P.'S TO CONTROL EROSION AND SEDIMENTATION (INTERIM AND PERMANENT STABILIZATION PRACTICES) DESCRIPTION OF B.M.P.'S TO CONTROL EROSION AND SEDIMENTATION (INTERIM AND PERMANENT STABILIZATION PRACTICES) A. CONTRACTOR SHALL ESTABLISH PERIMETER SILTATION CONTROL PRIOR TO ANY CONSTRUCTION ACTIVITIES. AREAS REQUIRING CONTRACTOR SHALL ESTABLISH PERIMETER SILTATION CONTROL PRIOR TO ANY CONSTRUCTION ACTIVITIES. AREAS REQUIRING MINOR CLEARING &/OR GRADING PRIOR TO INSTALLATION OF SILTATION CONTROL SHALL BE COMPLETED IN A TIMELY MANNER AND SILTATION CONTROL ESTABLISHED IMMEDIATELY FOLLOWING. B. TEMPORARY CONSTRUCTION ENTRANCE SHALL BE INSTALLED WHERE THE ACCESS AREAS INTERSECT WITH PUBLIC ACCESS WAYS. TEMPORARY CONSTRUCTION ENTRANCE SHALL BE INSTALLED WHERE THE ACCESS AREAS INTERSECT WITH PUBLIC ACCESS WAYS. DURING MUDDY CONDITIONS, DRIVERS OF VEHICLES WILL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING THE ROADWAY. WHERE SEDIMENT IS TRANSPORTED ONTO PUBLIC ACCESS WAYS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROAD BY SHOVELING OR SWEEPING. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. C. UPON COMMENCEMENT OF INITIAL CLEARING AND GRUBBING OPERATIONS, AS WELL AS FUTURE GRADING OPERATIONS, TOPSOIL UPON COMMENCEMENT OF INITIAL CLEARING AND GRUBBING OPERATIONS, AS WELL AS FUTURE GRADING OPERATIONS, TOPSOIL MUST BE STRIPPED FROM GRADED AREAS AND STOCKPILED FOR IN FINAL GRADING AND / OR EXCESS REMOVAL. THE STOCKPILES WILL BE KEPT ON SITE BUT MUST STAY CLEAR OF ALL CONSTRUCTION ACTIVITY. THE STOCKPILE MUST BE STABILIZED WITH TEMPORARY VEGETATION, OR COVERED AT THE END PF EACH WORKDAY, OR PERIMETER CONTROLS MUST BE IN PLACE TO PREVENT SOIL LOSS AND SEDIMENT TRANSPORT FROM THE STOCKPILE ITSELF UNTIL NEEDED. D. TEMPORARY ROADS SHALL FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPES SHALL NOT TEMPORARY ROADS SHALL FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPES SHALL NOT EXCEED 10 PERCENT SLOPE. E. CONTRACTOR SHALL CLEAR AND GRUB THOSE AREAS OF THE SITE SCHEDULED FOR CONSTRUCTION. AREAS NOT SCHEDULED CONTRACTOR SHALL CLEAR AND GRUB THOSE AREAS OF THE SITE SCHEDULED FOR CONSTRUCTION. AREAS NOT SCHEDULED FOR IMMEDIATE CONSTRUCTION SHALL NOT BE CLEARED OF ESTABLISHED VEGETATION UNTIL REQUIRED. REMAINDER OF SITE SHALL BE GRADED, AS REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF SILTATION CONTROL THROUGHOUT THE DURATION OF THE PROJECT. F. STORM DRAINS SHALL BE INSTALLED AS EARLY AS POSSIBLE, PROVIDED THE INSTALLATION DOES NOT CONFLICT WITH OTHER STORM DRAINS SHALL BE INSTALLED AS EARLY AS POSSIBLE, PROVIDED THE INSTALLATION DOES NOT CONFLICT WITH OTHER CONSTRUCTION ACTIVITIES. INLET PROTECTION SHALL BE PLACED AROUND EACH INLET, IMMEDIATELY, UPON COMPLETION OF CONSTRUCTION OF EACH INLET. INLETS MAY BE UTILIZED FOR STORM WATER CONTROL DURING CONSTRUCTION, WITH THE SILT FENCE AND EROSION CONTROL MEASURES IN PLACE. G. IF SEEDING OR ANOTHER VEGETATIVE EROSION CONTROL METHOD IS USED, IT SHALL BECOME ESTABLISHED WITHIN TWO WEEKS IF SEEDING OR ANOTHER VEGETATIVE EROSION CONTROL METHOD IS USED, IT SHALL BECOME ESTABLISHED WITHIN TWO WEEKS OR THE SITE SHALL BE RE-SEEDED OR A NON-VEGETATIVE OPTION EMPLOYED. H. TECHNIQUES SHALL BE EMPLOYED TO ENSURE STABILIZATION ON STEEP SLOPES AND IN DRAINAGE WAYS. TECHNIQUES SHALL BE EMPLOYED TO ENSURE STABILIZATION ON STEEP SLOPES AND IN DRAINAGE WAYS. I. THE ENTIRE SITE MUST BE STABILIZED, USING HEAVY MULCH LAYER OR ANOTHER METHOD THAT DOES NOT REQUIRE GERMINATION THE ENTIRE SITE MUST BE STABILIZED, USING HEAVY MULCH LAYER OR ANOTHER METHOD THAT DOES NOT REQUIRE GERMINATION TO CONTROL EROSION, AT THE CLOSE OF THE CONSTRUCTION SEASON. J. TECHNIQUES SHALL BE EMPLOYED TO PREVENT THE BLOWING OF DUST OR SEDIMENT FROM THE SITE. TECHNIQUES SHALL BE EMPLOYED TO PREVENT THE BLOWING OF DUST OR SEDIMENT FROM THE SITE. K. TECHNIQUES SHALL BE EMPLOYED TO DIVERT UPLAND RUNOFF PAST DISTURBED SLOPES. TECHNIQUES SHALL BE EMPLOYED TO DIVERT UPLAND RUNOFF PAST DISTURBED SLOPES. L. ALL PROPOSED TURF AREAS, ONCE CONSTRUCTED TO FINAL GRADE SHALL BE SEEDED/SODDED WITHIN FIVE DAYS AFTER FINAL ALL PROPOSED TURF AREAS, ONCE CONSTRUCTED TO FINAL GRADE SHALL BE SEEDED/SODDED WITHIN FIVE DAYS AFTER FINAL GRADING OF THE SITE WHERE SHOWN ON THE PLAIN. SHOULD WEATHER CAUSE DELAYS IN EARTHWORK OPERATIONS, ADDITIONAL SILTATION CONTROL MEASURES MAY BE REQUIRED. M. ANY DISTURBED AREAS WHICH WILL REMAIN UNWORKED FOR FIVE DAYS OR MORE SHALL BE STABILIZED WITH SEEDING AND ANY DISTURBED AREAS WHICH WILL REMAIN UNWORKED FOR FIVE DAYS OR MORE SHALL BE STABILIZED WITH SEEDING AND MULCHING PER SPECIFICATIONS WITHIN FIVE DAYS. IF SEASONAL CONDITIONS PROHIBIT SEEDING, MULCHING OR MATTING SHALL BE USED. N. SETTLING BASINS, SEDIMENT TRAPS, OR TANKS AND PERIMETER CONTROLS AS REQUIRED. SETTLING BASINS, SEDIMENT TRAPS, OR TANKS AND PERIMETER CONTROLS AS REQUIRED. O. SETTLING BASINS SHALL BE PROVIDED FOR EACH DRAINAGE AREA WITHIN 10 OR MORE ACRES DISTURBED AT ONE TIME AND SETTLING BASINS SHALL BE PROVIDED FOR EACH DRAINAGE AREA WITHIN 10 OR MORE ACRES DISTURBED AT ONE TIME AND SHALL BE SIZED TO CONTAIN 0.5 INCH OF SEDIMENT FROM THE DRAINAGE AREA AND BE ABLE TO CONTAIN A 2-YEAR, 24-HOUR STORM. IF THE PROVISION OF A BASIN OF THIS SIZE IS IMPRACTICAL, OTHER SIMILARLY EFFECTIVE BEST MANAGEMENT PRACTICES (BMP), AS EVALUATED AND SPECIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP), SHALL BE UTILIZED. P. WHEN REQUIRED, SETTLING BASINS SHALL BE DESIGNED IN A MANNER THAT ALLOWS ADAPTATION TO PROVIDE LONG-TERM STORM WHEN REQUIRED, SETTLING BASINS SHALL BE DESIGNED IN A MANNER THAT ALLOWS ADAPTATION TO PROVIDE LONG-TERM STORM WATER MANAGEMENT, AS REQUIRED BY THE STATE, COUNTY, OR CITY HAVING ENFORCEMENT AUTHORITY AND RESPONSIBILITIES. Q. SETTLING BASINS SHALL HAVE STABILIZED SPILLWAYS TO MINIMIZE THE POTENTIAL FOR EROSION OF THE SPILLWAY OR BASIN SETTLING BASINS SHALL HAVE STABILIZED SPILLWAYS TO MINIMIZE THE POTENTIAL FOR EROSION OF THE SPILLWAY OR BASIN EMBANKMENT. R. PROTECTION FOR ADJACENT PROPERTIES BY THE USE OF VEGETATED BUFFER STRIP IN COMBINATION WITH PERIMETER CONTROLS. PROTECTION FOR ADJACENT PROPERTIES BY THE USE OF VEGETATED BUFFER STRIP IN COMBINATION WITH PERIMETER CONTROLS. S. SEDIMENTATION CONTROLS SHALL ONLY BE REMOVED AFTER THE SITE IS COMPLETELY STABILIZED, VEGETATION IS WELL SEDIMENTATION CONTROLS SHALL ONLY BE REMOVED AFTER THE SITE IS COMPLETELY STABILIZED, VEGETATION IS WELL ESTABLISHED, AND ALL PAVEMENT AREAS ARE INSTALLED. 8. DESCRIPTION OF B.M.P.'S TO PREVENT POTENTIAL POLLUTANTS DESCRIPTION OF B.M.P.'S TO PREVENT POTENTIAL POLLUTANTS (CONSTRUCTION WASTES, TOXIC OR HAZARDOUS SUBSTANCES, PETROLEUM PRODUCTS, PESTICIDES, HERBICIDES, SITE LITTER, SANITARY WASTES, ETC.) A. SOLID NON-HAZARDOUS CONSTRUCTION WASTE - DISPOSE OF IN TRASH DUMPSTERS OR APPROVED EQUIVALENT IN A LOCATION SOLID NON-HAZARDOUS CONSTRUCTION WASTE - DISPOSE OF IN TRASH DUMPSTERS OR APPROVED EQUIVALENT IN A LOCATION APPROVED BY THE OWNER. POTENTIALLY SOLUBLE OR LEACHABLE SOLID WASTE SHALL BE STORED OFF THE GROUND AND IN COVERED LEAK-PROOF CONTAINERS. SOLID WASTE SHALL BE STORED OFF THE GROUND AND IN COVERED LEAK-PROOF CONTAINERS. SOLID WASTE SHALL BE PROPERLY DISPOSED OF OFF-SITE ON A REGULAR BASIS. B. HAZARDOUS WASTE - HAZARDOUS WASTE SHALL BE SEGREGATED FROM NON-HAZARDOUS CONSTRUCTION SITE DEBRIS. LIQUID HAZARDOUS WASTE - HAZARDOUS WASTE SHALL BE SEGREGATED FROM NON-HAZARDOUS CONSTRUCTION SITE DEBRIS. LIQUID OR SEMI-LIQUID HAZARDOUS WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS (CLOSED DRUMS OR SIMILAR) AND SHALL BE KEPT UNDER COVER. GRANULAR, SOLUBLE, OR LEACHABLE HAZARDOUS WASTE MATERIALS SHALL BE STORED OFF THE GROUND AND IN COVERED LEAK-PROOF CONTAINERS, THE OWNER SHALL PROPERLY APPROVE ANY HAZARDOUS WASTE STORAGE AREA LOCATIONS. C. HAZARDOUS WASTE SHALL BE PROPERLY DISPOSED OF OFF-SITE ON A REGULAR BASIS BY A REPUTABLE, LICENSED HAZARDOUS HAZARDOUS WASTE SHALL BE PROPERLY DISPOSED OF OFF-SITE ON A REGULAR BASIS BY A REPUTABLE, LICENSED HAZARDOUS WASTE HAULER. D. IT IS NOT THE INTENT OF THIS SWPPP TO SUPERSEDE OR REPLACE NORMAL SITE ASSESSMENT AND REMEDIATION PROCEDURES IT IS NOT THE INTENT OF THIS SWPPP TO SUPERSEDE OR REPLACE NORMAL SITE ASSESSMENT AND REMEDIATION PROCEDURES CONCERNING HAZARDOUS MATERIALS. SIGNIFICANT SPILLS AND/OR CONTAMINATION WARRANT AN IMMEDIATE RESPONSE BY TRAINED PROFESSIONALS. SUSPECTED JOB SITE CONTAMINATION SHOULD IMMEDIATELY BE REPORTED TO REGULATORY AUTHORITIES AND PROTECTIVE MEASURES TAKEN. E. FRESH CONCRETE WASTE AND CONCRETE EQUIPMENT WASH DOWNS SHALL BE CONTAINED AND SHALL BE STORED AWAY FROM FRESH CONCRETE WASTE AND CONCRETE EQUIPMENT WASH DOWNS SHALL BE CONTAINED AND SHALL BE STORED AWAY FROM DRAINAGE DITCHES, SWALES AND DRAINAGE STRUCTURES. WHERE APPROPRIATE, CONTAINMENT BERMS SHALL BE PLACED AROUND WASTE STORAGE AREAS. F. ON-SITE FUELING FACILITIES ARE REQUIRED TO ADHERE TO ALL APPLICABLE FEDERAL AND STATE REGULATIONS CONCERNING ON-SITE FUELING FACILITIES ARE REQUIRED TO ADHERE TO ALL APPLICABLE FEDERAL AND STATE REGULATIONS CONCERNING STORAGE AND DISPENSERS. G. PROVISIONS SHALL BE MADE SO THAT A SUFFICIENT NUMBER OF TEMPORARY TOILET FACILITIES ARE AVAILABLE TO SERVE THE PROVISIONS SHALL BE MADE SO THAT A SUFFICIENT NUMBER OF TEMPORARY TOILET FACILITIES ARE AVAILABLE TO SERVE THE NUMBER OF WORKERS ON-SITE. H. PROVISIONS SHALL ME MADE FOR LITTER CONTROL. PROVISIONS SHALL ME MADE FOR LITTER CONTROL. 9. DESCRIPTION OF B.M.P.'S TO REMAIN AFTER CONSTRUCTION DESCRIPTION OF B.M.P.'S TO REMAIN AFTER CONSTRUCTION A. STORM DRAINS AND PIPES - SHALL BE CLEARED OF ALL MUD AND DEBRIS STORM DRAINS AND PIPES - SHALL BE CLEARED OF ALL MUD AND DEBRIS B. TURF AREAS - TURF AREAS SHALL BE MAINTAINED TO INSURE SITE AREAS REMAIN STABILIZED UPON COMPLETION OF TURF AREAS - TURF AREAS SHALL BE MAINTAINED TO INSURE SITE AREAS REMAIN STABILIZED UPON COMPLETION OF CONSTRUCTION ACTIVITIES. C. PAVED AREAS AND WALKWAYS - AREAS SUBJECT TO FOOT AND VEHICLE TRAFFIC SHALL BE PAVED AND KEPT IN GOOD REPAIR PAVED AREAS AND WALKWAYS - AREAS SUBJECT TO FOOT AND VEHICLE TRAFFIC SHALL BE PAVED AND KEPT IN GOOD REPAIR FOLLOWING COMPLETION OF CONSTRUCTION ACTIVITIES. 10. CONTRACTOR TO COORDINATE WITH THE CITY AND DEVELOPER FOR OFF STREET PARKING AREA.. 11. HAUL ROUTE OF EXCESS SPOILS TO BE DETERMINED BY SITE CONTRACTOR. 12. REFER TO B.M.P.'S DESCRIPTIONS AND THE SWPPP PLAN TO REFERENCE ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED FOR THIS SITE. 13. SEEDING RATES/MIXTURES SHALL BE PER CHAPTER 6 SECTION 3 OF A FIELD GUIDE TO EROSION, SEDIMENT AND STORMWATER BEST MANAGEMENT PRACTICES FOR DEVELOPMENT SITES IN MISSOURI AND KANSAS. FOR DEVELOPMENT SITES IN MISSOURI AND KANSAS. MISSOURI AND KANSAS. 14. PLANNED RESPONSE TO LOSS OF CONTAINED SEDIMENT: PLANNED RESPONSE TO LOSS OF CONTAINED SEDIMENT: B.M.P.'S SHALL BE REPAIRED AND/OR REPLACED IMMEDIATELY, AS REQUIRED, TO STABILIZE SITE AND CONTAIN SEDIMENT LADEN RUNOFF. OFFSITE AREAS SHALL BE REVIEWED FOR EXTENT OF IMPACT FROM B.M.P. FAILURE. PERMIT HOLDER SHALL BE REQUIRED TO PROVIDE DOCUMENTATION OF THE B.M.P. MEASURES, INSTALLED AND SCHEDULED MAINTENANCE, AND REPAIRS. 15. ON-SITE GENERAL CONTRACTOR ON-SITE GENERAL CONTRACTOR A. THE GENERAL CONTRACTOR SHALL NOTIFY ALL CONTRACTORS AND OTHER ENTITIES (INCLUDING UTILITY CREWS, CITY EMPLOYEES, THE GENERAL CONTRACTOR SHALL NOTIFY ALL CONTRACTORS AND OTHER ENTITIES (INCLUDING UTILITY CREWS, CITY EMPLOYEES, OR THEIR AGENTS) THAT WILL PERFORM WORK AT THE SITE, OF THE EXISTENCE OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND WHAT ACTIONS OR PRECAUTIONS SHALL BE TAKEN WHILE ON SITE TO MINIMIZE THE POTENTIAL FOR EROSION AND THE POTENTIAL FOR DAMAGING ANY BEST MANAGEMENT PRACTICES (BMP'S). B. THE GENERAL CONTRACTOR HOLDER SHALL DETERMINE THE NEED FOR AND ESTABLISH TRAINING PROGRAMS TO ENSURE THAT THE GENERAL CONTRACTOR HOLDER SHALL DETERMINE THE NEED FOR AND ESTABLISH TRAINING PROGRAMS TO ENSURE THAT ALL SITE WORKERS HAVE BEEN TRAINED, AT A MINIMUM, IN EROSION CONTROL, MATERIAL HANDLING AND STORAGE, AND HOUSEKEEPING. C. PROVIDE COPIES OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TO ALL PARTIES WHO ARE RESPONSIBLE FOR PROVIDE COPIES OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TO ALL PARTIES WHO ARE RESPONSIBLE FOR INSTALLATION, OPERATION, OR MAINTENANCE FOR ANY BEST MANAGEMENT PRACTICES (BMP'S). D. MAINTAIN A CURRENT COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ON THE SITE AT ALL TIMES. MAINTAIN A CURRENT COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ON THE SITE AT ALL TIMES. 16. PRIOR TO ANY MAJOR LAND DISTURBANCE ACTIVITY (OVER 1 ACRE), A LAND DISTURBANCE PERMIT FROM THE STATE OF MISSOURI DEPARTMENT OF NATURAL RESOURCES, WILL BE REQUIRED. 17. ANY LAND CLEARING, CONSTRUCTION, OR DEVELOPMENT INVOLVING THE MOVEMENT OF EARTH SHALL BE IN ACCORDANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN.

AutoCAD SHX Text 1.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATIONS AND SIZES OF ALL EXISTING UTILITIES, WHETHER SHOWN OR NOT SHOWN ON THIS PLAN, PRIOR TO THE START OF ANY CONSTRUCTION. THE ENGINEER SHOWN OR NOT SHOWN ON THIS PLAN, PRIOR TO THE START OF ANY CONSTRUCTION. THE ENGINEER HAS NOT FIELD VERIFIED THE EXISTING UTILITIES. THE UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM RECORDS AND UTILITY THIS PLAN HAVE BEEN TAKEN FROM RECORDS AND UTILITY MAPS MADE AVAILABLE TO THE ENGINEER AND THE LOCATIONS AND SIZES SHALL BE CONSIDERED APPROXIMATE ONLY. OTHER UTILITIES, ENGINEER AND THE LOCATIONS AND SIZES SHALL BE CONSIDERED APPROXIMATE ONLY. OTHER UTILITIES, NOT SHOWN ON THIS PLAN, MAY EXIST ON OR NEAR THE SITE 2.) ALL FILL PLACED UNDER PROPOSED BUILDING AREAS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED AASHTO T-180 COMPACTION TEST OR 100% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AASHTO T-99. ALL TEST SHALL BE VERIFIED BY A SOILS ENGINEER CONCURRENT WITH GRADING AND BACKFILLING OPERATIONS PER GEOTECHNICAL REPORT. 3.) ALL FILLED PLACES IN PROPOSED ROADS SHALL BE COMPACTED FROM THE BOTTOM OF THE FILL 90% MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED AASHTO T-180 COMPACTION UP TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AASHTO T-99 . ALL TESTS SHALL BE VERIFIED BY A SOILS ENGINEER CONCURRENT WITH GRADING AND BACKFILLING CONCURRENT WITH GRADING AND BACKFILLING OPERATIONS PER GEOTECHNICAL REPORT. 4.) ALL TRENCHES IN AREAS TO BE PAVED AND UNDER EXISTING PAVEMENT OR WITHIN PUBLIC R.O.W. SHALL BE GRANULARLY BACKFILLED WITH 3/4-INCH MINUS CRUSHED LIMESTONE. 5.) THE SOILS ENGINEER WILL VERIFY THAT ALL COMPRESSIBLE MATERIAL HAS BEEN REMOVED PRIOR TO FILL PLACEMENT AND THAT ALL PRIOR TO FILL PLACEMENT AND THAT ALL FILL UNDER STORM AND SANITARY SEWER LINES CONSTRUCTED ABOVE ORIGINAL GRADE, HAS BEEN COMPACTED TO 90% OF "MODIFIED CONSTRUCTED ABOVE ORIGINAL GRADE, HAS BEEN COMPACTED TO 90% OF "MODIFIED PROCTOR". FILL IS TO BE PLACED IN A MAXIMUM 9" LIFTS. TESTS SHALL BE TAKEN AT A MAXIMUM OF 50' INTERVALS ALONG THE ROUTE MAXIMUM OF 50' INTERVALS ALONG THE ROUTE OF THE PIPE, AT A MAXIMUM OF 2' VERTICAL, AND LATERALLY ON EACH SIDE OF THE PIPE, AT A DISTANCE EQUAL TO THE DEPTH OF DEPTH OF FILL OVER THE PIPE. 6.) REINFORCED CONCRETE MANHOLE AND INLETS SHALL BE PRECAST AND SHALL CONFORM TO ASTM-C478 AND UTILIZED TYPE II REINFORCED CONCRETE MANHOLE AND INLETS SHALL BE PRECAST AND SHALL CONFORM TO ASTM-C478 AND UTILIZED TYPE II TO ASTM-C478 AND UTILIZED TYPE II PORTLAND CEMENT (4,000 P.S.I.). STEPS SHALL BE PLACED IN ALL MANHOLES AND INLETS OVER 5 FEET DEEP. PIPE CONNECTIONS SHALL BE FULLY GROUTED OR UTILIZE RUBBER GASKETS. FULLY GROUTED OR UTILIZE RUBBER GASKETS. 7.) HDPE PIPE SHALL CONFORM TO AASHTO M294 TYPE 5 AND SHALL HAVE ASTMD 1056 TYPE 2 CLASS A GRADE 2 JOINTS. PIPE SHALL HDPE PIPE SHALL CONFORM TO AASHTO M294 TYPE 5 AND SHALL HAVE ASTMD 1056 TYPE 2 CLASS A GRADE 2 JOINTS. PIPE SHALL BE BACKFILLED WITH AGGREGATE BASE PER MANUFACTURES RECOMMENDATIONS. PER MANUFACTURES RECOMMENDATIONS. 8.) CMP SHALL CONFORM TO ASTM A760/A760M ALUMINIZED STEEL TYPE 2 AND SHALL BE CONTECH ULTRA FLOW OR APPROVED EQUAL. CMP SHALL CONFORM TO ASTM A760/A760M ALUMINIZED STEEL TYPE 2 AND SHALL BE CONTECH ULTRA FLOW OR APPROVED EQUAL. ALL JOINTS SHALL BE WATERTIGHT WITH CLOSED CELL EXPANDED RUBBER GASKETS PER ASTM D1056 OR ASPHALT/TAR MASTIC PER ASTM A849.

AutoCAD SHX Text

NORTHING=341942.4500, EASTING=844345.7120

AutoCAD SHX Text

ELEV.=428.640

AutoCAD SHX Text

1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ARE BASED ON VISIBLE ABOVE-GROUND OBJECTS AND MARKINGS, PREVIOUS RECORD DRAWINGS AND SURVEYS PROVIDED TO SMITH&CO. BY OTHERS, AND PAINT OR OTHER MARKINGS MADE BY UTILITY COMPANIES AND/OR UTILITY LOCATOR SERVICES PRIOR TO THE FIELD SURVEY. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED OBJECTS. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES/CONDUITS MAY VARY FROM THE LOCATIONS SHOWN HEREUPON. ADDITIONAL BURIED UTILITIES THAT DO NOT HAVE SURFACE MARKERS MAY BE ENCOUNTERED DURING EXCAVATION. 2. SMITH&CO. IS NOT A UTILITY LOCATOR SERVICE. SMITH&CO. IS NOT RESPONSIBLE OR LIABLE FOR DAMAGES RESULTING FROM UNMARKED OR INACCURATELY MARKED UNDERGROUND UTILITIES OR STRUCTURES. CALL 1-800-DIG-RITE.

AutoCAD SHX Text

S.H. SMITH & COMPANY MO. CERT.# E-616-D

AutoCAD SHX Text

WILLIAM J. COBB MO# PE-2004017146

AutoCAD SHX Text 12/2/22

CONCRETE BARRIERS TO BE RETAINED BY OWNER.

CONTRACTOR TO RELOCATE ON-SITE STORAGE

AREA DETERMINED BY OWNER.

PLAN VIEW

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Drawing # of

Veterans

Health

Administration www.daengineering.com www.daengineering.com voice (317) 464-9090

2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC.

WJC RDS

657A4-22-706

POPLAR BLUFF VAMC

1500 N. WESTWOOD BLVD. - POPLAR BLUFF, MO 63901

For Official Use Only (FOUO)

SMITH&CO. PROJECT NO. P220145

EXISTING SITE CONDITIONS / DEMO PLAN EHRM TRAINING AND ADMIN SPACE – PHASE 2

APPROXIMATE TREE CLEARING LIMITS

(REMOVE TREES AS NECESSARY FOR CONSTRUCTION)

NUMBER

PE-2004017146

WILLIAM

J. COBB

TO BE REMOVED

TT-CS-1G2

25' RIGHT OF WAY

CONTRACTOR TO COORDINATE WITH CITY ON CONSTRUCTION ACCESS.

CONTRACTOR TO PROVIDE TEMPORARY GATE DURING CONSTRUCTION

AND REPLACE TO EXISTING CONDITIONS AFTER CONSTRUCTION.

SAW CUT REMOVE AND REPLACE WITH FULL DEPTH BASE AND ASPHALT FOR SEWER CONSTRUCTION

50' RIGHT OF WAY

SAW CUT AND REMOVE CURB (APPROX. 7 L.F.)

12-01-2022

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

5 15

AutoCAD SHX Text

ACCESS PANEL

AutoCAD SHX Text

UTILITY MH

AutoCAD SHX Text

UTILITY MH

AutoCAD SHX Text

REFLECTIVE SIGN

AutoCAD SHX Text

REFLECTIVE SIGN

AutoCAD SHX Text

REFLECTIVE SIGN

AutoCAD SHX Text

REFLECTIVE SIGN

AutoCAD SHX Text

CAMERA POLE

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING PARKING

AutoCAD SHX Text

CONCRETE BARRIER (TYP.)

AutoCAD SHX Text

S.H. SMITH & COMPANY MO. CERT.# E-616-D

AutoCAD SHX Text

WILLIAM J. COBB MO# PE-2004017146

AutoCAD SHX Text

EXISTING DROP INLET TOP EL.=438.03 FL.=435.28

AutoCAD SHX Text

EXISTING DROP INLET

AutoCAD SHX Text

EXISTING ELEVATED STAIRS

AutoCAD SHX Text

EXISTING PARKING CURB

AutoCAD SHX Text

RIGHT OF WAY LINE (TYP.)

AutoCAD SHX Text

EXISTING GENERATOR

AutoCAD SHX Text

EXISTING 12" PIPE

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Drawing # of

Veterans

Health

Administration www.daengineering.com www.daengineering.com voice (317) 464-9090

2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC.

657A4-22-706

POPLAR BLUFF VAMC

1500 N. WESTWOOD BLVD. - POPLAR BLUFF, MO 63901

For Official Use Only (FOUO)

SMITH&CO. PROJECT NO. P220145

PLAN VIEW

WJC RDS

PROPOSED SITE PLAN EHRM TRAINING AND ADMIN SPACE – PHASE 2

NUMBER

PE-2004017146

WILLIAM

J. COBB

TT-CS-1G3

24'

12'

24'

107'-9"

R3' (TYP.)

17'-9"

R10'

32'-6"

R62'-6"

R37'-6"

18'-6"

62'-9"

179'

5' (TYP.)

65'-3"

LEGEND:

= ASPHALT

= CONCRETE

25'

28'-2"

PROPOSED 6" VERTIVAL CURB (TYP.)

PROPOSED PREFABRICATED ADA RAMPS (TYP.)

51'-10"

52 TOTAL PARKING SPACES

(4 ADA)

25' RIGHT OF WAY

50' RIGHT OF WAY

NOTE:

TEMPORARY BUILDINGS/TRAILERS, ADA RAMPS,

AND STEPS TO BE PROVIDED BY OTHERS.

5' (TYP.)

PROPOSED 9'x20'

PARKING STALL

SEE DETAIL SHEET 5

PROPOSED DROP INLET 3 (DI-3)

PROPOSED DROP INLET 1 (DI-1)

PROPOSED 112.66 L.F. OF 12" HDPE

PROPOSED 131.62 L.F. OF 12" HDPE

PROPOSED DROP INLET 2 (DI-2)

PROPOSED ADA RAMP (TYP.)

SEE DETAIL SHEET 5

PROPOSED

ADA STALL (TYP.)

PROPOSED CROSS WALK

PROPOSED 61.40 L.F. OF 12" HDPE

PROPOSED 6" VERTIVAL CURB (TYP.)

PROPOSED PREFABRICATED STEPS (TYP.)

PROPOSED ADA SIGN (TYP.)

PROPOSED ADA RAMP W/ ALUMINUM HANDRAIL

HANDRAILS MUST BE CONTINUOUS BETWEEN RUNS AND

ANY POINT THAT IS DISCONTINUOUS MUST EXTENDED 12

INCHES PAST THE END AND BE PARALLEL WITH THE

GROUND SURFACE. SPACING OF RAILS AND POSTS SHALL MEET

ADA REQUIREMENTS. RAIL POST SHALL BE MOUNT ON THE

TOP SURFACE OF THE SIDEWALK WITH CONCRETE ANCHORS

CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL

PROPOSED 4" YELLOW STRIPING (16" O.C.)

6'x12' LANDING

6'x6' LANDING

PROPOSED ADA

VAN ACCESSIBLE STALL

PROPOSED DETECTABLE WARNING SURFACE (TYP.)

6'x6' LANDING

12-01-2022

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

PROPOSED 5' WIDE SIDEWALK (TYP)

6 15

AutoCAD SHX Text

ACCESS PANEL

AutoCAD SHX Text

UTILITY MH

AutoCAD SHX Text

UTILITY MH

AutoCAD SHX Text

CAMERA POLE

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

S.H. SMITH & COMPANY MO. CERT.# E-616-D

AutoCAD SHX Text

WILLIAM J. COBB MO# PE-2004017146

AutoCAD SHX Text

EXISTING GENERATOR

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING DROP INLET

AutoCAD SHX Text

EXISTING DROP INLET

AutoCAD SHX Text

RIGHT OF WAY LINE (TYP.)

AutoCAD SHX Text

EXISTING 12" PIPE

S F

131.62' of 12" HDPE @ 0.50%

DI-3

RIM:439.90

INV OUT:436.40 12" HDPE

DEPTH: 3.50

DI-2

RIM:445.50

INV OUT:441.90 12" HDPE

DEPTH: 3.60

o f

113.56' of 12" HDPE @ 0.50%

DI-1

RIM:445.50

INV IN:435.74 12" HDPE

INV IN:441.29 12" HDPE

INV OUT:435.84 12" HDPE

DEPTH: 9.76

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Drawing # of

Veterans

Health

Administration www.daengineering.com www.daengineering.com voice (317) 464-9090

2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC.

657A4-22-706

POPLAR BLUFF VAMC

1500 N. WESTWOOD BLVD. - POPLAR BLUFF, MO 63901

For Official Use Only (FOUO)

SMITH&CO. PROJECT NO. P220145

PLAN VIEW

WJC RDS

PROPOSED GRADING PLAN EHRM TRAINING AND ADMIN SPACE – PHASE 2

MATCH EXISTING ELEVATION

NUMBER

PE-2004017146

WILLIAM

J. COBB

TT-CS-1G4

PROPOSED SILT FENCE (SF) (TYP.)

535 L.F. TOTAL

TIE INTO EXISTING DROP INLET

FL.=435.28

25' RIGHT OF WAY

50' RIGHT OF WAY

MATCH EXISTING ELEVATION ±439.00

ELEV.=440.50

ELEV.=442.00

EXPOSED SLAB

ELEV.=443.75

ELEV.=446.00

12-01-2022

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

7 15

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

S.H. SMITH & COMPANY MO. CERT.# E-616-D

AutoCAD SHX Text

WILLIAM J. COBB MO# PE-2004017146

AutoCAD SHX Text

EXISTING GENERATOR

AutoCAD SHX Text

RIGHT OF WAY LINE (TYP.)

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Drawing # of

Veterans

Health

Administration www.daengineering.com www.daengineering.com voice (317) 464-9090

2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC.

12-01-2022

657A4-22-706

POPLAR BLUFF VAMC

1500 N. WESTWOOD BLVD. - POPLAR BLUFF, MO 63901

For Official Use Only (FOUO)

SMITH&CO. PROJECT NO. P220145 WJC RDS

CIVIL SITE CONSTRUCTION DETAILS EHRM TRAINING AND ADMIN SPACE – PHASE 2

HAND TOOLED

EXPANSION JOINT

EXPANSION JOINT SHALL BE

PLACED EVERY 200 FEET MIN.

CONTROL JOINT ON SIDEWALKS

CONTROL JOINTS SHALL BE

PLACED EVERY 6 FEET

CONSTRUCTION JOINT DETAILS FOR SIDEWALKS

N.T.S

TYPICAL SIDEWALK DETAIL

N.T.S

ASPHALT PAVING DETAIL

N.T.S

POLE MOUNT

ONLY

PARKING

ADA SIGN DETAIL

N.T.S

(AT END OF EACH STALL)

N.T.S

ADA EMBLEM

SILT FENCE DETAIL

N.T.S

PARKING STALL DETAILS

N.T.S.

9'x19' STALL AND ADA STALLS

ADA ACCESSIBLE CURB RAMP ALONG SIDEWALK DETAIL

N.T.S.

SIDE VIEW

PLAN VIEW

SIDEWALK AND CURB COMBINATION DETAIL

N.T.S.

NUMBER

PE-2004017146

WILLIAM

J. COBB

TYPICAL CURB DETAIL

N.T.S.

TT-CS-5G5

GRAVITY PIPE TRENCH DETAIL

N.T.S

GRAVITY PIPE UNDER PAVEMENT DETAIL

N.T.S

PLAN VIEW

SECTION VIEW

DROP INLET DETAIL

N.T.S

NOTES:

CROSSWALK DETAIL

N.T.S.

CONCRETE TRAILER PAD DETAIL

N.T.S

DETECTABLE WARNING SURFACE

N.T.S.

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

8 15

AutoCAD SHX Text one eighth inch = one…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 30, 2023.