Attachment 17 - DWG - 02 - C.pdf

PDF 30 MB Posted Aug 4, 2025

Attached to: Y1DA--626-310 Construct Sleep Disorder Clinic and Specialty Clinics Minor Construction - Murfreesboro
Solicitation number: 36C77625B0035
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Aug 4, 2025

This document is a geotechnical engineering report containing detailed soil boring logs for the proposed Sleep Disorder Clinic and Specialty Clinic project at the Alvin C. York VAMC in Murfreesboro, Tennessee. The report includes four soil borings (B-1, B-2, C-1, and C-2) conducted on November 2, 2023, by Tri-State Drillering LLC using a CME-45C drill rig and hollow stem auger method. The soil samples revealed predominantly fat clay (CH) with variations in color from reddish brown to yellowish brown, with trace amounts of chert, mineral nodules, and organics. Boring depths ranged from 6.1 to 13.7 feet, with auger refusal occurring at different depths, and no groundwater was encountered during the investigation. Laboratory tests on the soil samples included Atterberg limits analysis, which classified the soils as fat clay with plasticity indices ranging from 36 to 44.

View the file

Other files

File	Type	Posted
36C77625B0035 Amendment 0004.docx	DOCX document	Aug 11, 2025
Tech Questions Tracker - Murfreesboro_Responses 8.6.25.docx	DOCX document	Aug 11, 2025
VAAR 852.236-92 NOTICE TO BIDDERS—ADDITIVE OR DEDUCTIVE BID LINE ITEMS APR 2019.docx	DOCX document	Aug 6, 2025
Attachment 23 - VA Sleep Lab - Civil Specs.pdf	PDF	Aug 6, 2025
36C77625B0035 Amendment 0003.docx	DOCX document	Aug 6, 2025
Tech Questions Tracker - Murfreesboro_Responses 8.6.25.docx	DOCX document	Aug 6, 2025
Attachment 19 - Site Layout.pdf	PDF	Aug 6, 2025
Attachment 20 - 085653 Blast resistant Windows.pdf	PDF	Aug 6, 2025
Attachment 22 - 102113 Toilet Compartments.pdf	PDF	Aug 6, 2025
Attachment 18.docx	DOCX document	Aug 6, 2025
Attachment 21 - 088000 Glazing.pdf	PDF	Aug 6, 2025
Solicitation section 2.3 and 2.8 revisions.docx	DOCX document	Aug 4, 2025
36C77625B0035 Amendment 0002.docx	DOCX document	Aug 4, 2025
Site Visit Sign-in Sheet - Murfreesboro - 7.16.pdf	PDF	Jul 16, 2025
36C77625B0035 Amendment 0001.docx	DOCX document	Jul 16, 2025
Attachment 10 - DWG - 06 - M.pdf	PDF	Jul 8, 2025
Attachment 6 - DWG - 01 - G.pdf	PDF	Jul 8, 2025
Attachment 11 - DWG - 07 - P.pdf	PDF	Jul 8, 2025
Attachment 1 - Wage Rates - Rutherford County 6.6.25 - Murfreesboro.pdf	PDF	Jul 8, 2025
Attachment 14 - DWG - 10 - T.pdf	PDF	Jul 8, 2025
Attachment 4 - Specs Vol 1.pdf	PDF	Jul 8, 2025
Attachment 12 - DWG - 08 - E.pdf	PDF	Jul 8, 2025
Attachment 2 - Limitations on Subcontracting - Construction.docx	DOCX document	Jul 8, 2025
Attachment 5 - Specs Vol 2.pdf	PDF	Jul 8, 2025
Attachment 16 - VHA ICRA Sleep Disorder.docx	DOCX document	Jul 8, 2025
Attachment 15 - VHA PCRA Sleep disorder.docx	DOCX document	Jul 8, 2025
Attachment 8 - DWG - 04 - I.pdf	PDF	Jul 8, 2025
Attachment 3 - Site Visit Instructions Murfreesboro.pdf	PDF	Jul 8, 2025
Attachment 9 - DWG - 05 - S.pdf	PDF	Jul 8, 2025
Attachment 7 - DWG - 03 - A.pdf	PDF	Jul 8, 2025
36C77625B0035_1.docx	DOCX document	Jul 8, 2025
Attachment 13 - DWG - 09 - FP.pdf	PDF	Jul 8, 2025

Show all 32

On GovTribe

Work with this file

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

Try for free Login

Text version

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

588.5

582.9

6" TOPSOIL

FILL (CL), trace chert, dark reddish brown

FAT CLAY (CH), reddish brown with yellowish brown mottling, stiff

Auger Refusal at 6.1 Feet

Boring Log No. B-1

W at er L ev el

O bs er va tio ns

D ep th

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

22.1

11.4

0.5

4.0

6.1

3-5-5 N=10

3-2-7 N=9

50/1"

Abandonment Method Boring backfilled with auger cuttings upon completion.

Advancement Method Hollow Stem Auger

Hammer Type Automatic

Driller Tri-State Drillering LLC

Logged by

Boring Started 11-02-2023

Boring Completed 11-02-2023

1922 Old Murfreesboro Pike Ste 905

Drill Rig

CME-45C

Proposed Improvements at Alvin C. York VAMC

Nashville, TN

3400 Lebanon Rd | Murfreesboro, TN Terracon Project No. 18235258

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Notes Elevation Reference: Ground surface elevations were determined from Google Earth and are approximate

Water Level Observations Groundwater not encountered

Sa m pl e

Ty pe

W at er C on te nt

Elevation.: 589 (Ft.)

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 35.9146° Longitude: -86.3781°

Depth (Ft.)

Fi el d Te st R es ul ts

2.5" TOPSOIL

FILL (CL), trace organics, reddish brown

FAT CLAY (CH), trace chert, trace mineral nodules, reddish brown, stiff

FAT CLAY (CH), trace mineral and staining, yellowish brown to reddish brown, stiff to very stiff

Auger Refusal at 11.4 Feet

586.79

575.6

Boring Log No. B-2

W at er L ev el

O bs er va tio ns

D ep th

G ra ph ic

L og

M od el L ay er

Facilities | Environmental | Geotechnical | Materials

70-26-44

0.2

3.0

6.0

11.4

3-4-3 N=7

4-4-4 N=8

6-7-6 N=13

7-8-8 N=16

23.4

29.5

36.5

34.0

Abandonment Method Boring backfilled with auger cuttings upon completion.

Advancement Method Hollow Stem Auger

Hammer Type Automatic

Driller Tri-State Drillering LLC

Logged by

Boring Started 11-02-2023

Boring Completed 11-02-2023

1922 Old Murfreesboro Pike Ste 905

Drill Rig

CME-45C

Proposed Improvements at Alvin C. York VAMC

Nashville, TN

3400 Lebanon Rd | Murfreesboro, TN Terracon Project No. 18235258

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Notes Elevation Reference: Ground surface elevations were determined from Google Earth and are approximate

Water Level Observations Groundwater not encountered

Sa m pl e

Ty pe

W at er C on te nt

LL-PL-PI

See Exploration PlanLocation:

Latitude: 35.9147° Longitude: -86.3781°

Depth (Ft.)

Fi el d Te st R es ul ts

Elevation.: 587 (Ft.)

Atterberg Limits

583.59

570.3

5" TOPSOIL

FILL (CL), trace chert, trace roots and organics, reddish brown

FAT CLAY (CH), trace mineral nodules and staining, trace chert, yellowish brown, stiff reddish brown reddish brown and light gray mottling

Auger Refusal at 13.7 Feet

Boring Log No. C-1

W at er L ev el

O bs er va tio ns

D ep th

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

18.9

26.4

22.5

23.2

63-27-36

0.4

3.0

13.7

5-6-7 N=13

3-8-6 N=14

3-5-5 N=10

4-6-6 N=12

Abandonment Method Boring backfilled with auger cuttings upon completion.

Advancement Method Hollow Stem Auger

Hammer Type Automatic

Driller Tri-State Drillering LLC

Logged by

Boring Started 11-02-2023

Boring Completed 11-02-2023

1922 Old Murfreesboro Pike Ste 905

Drill Rig

CME-45C

Proposed Improvements at Alvin C. York VAMC

Nashville, TN

3400 Lebanon Rd | Murfreesboro, TN Terracon Project No. 18235258

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Notes Elevation Reference: Ground surface elevations were determined from Google Earth and are approximate

Water Level Observations Groundwater not encountered

Sa m pl e

Ty pe

W at er C on te nt

Elevation.: 584 (Ft.)

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 35.9154° Longitude: -86.3780°

Depth (Ft.)

Fi el d Te st R es ul ts

584.75

572.3

3" TOPSOIL

FILL (CL), trace mineral nodules, trace chert, trace organics, reddish brown to yellowish brown

FAT CLAY (CH), trace chert, trace mineral nodules, reddish brown, stiff

FAT CLAY (CH), trace mineral nodules and staining, yellowish brown to reddish brown, very stiff

Auger Refusal at 12.7 Feet

Boring Log No. C-2

W at er L ev el

O bs er va tio ns

D ep th

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

20.3

33.3

26.3

31.4

0.3

3.0

6.0

12.7

5-6-6 N=12

4-5-5 N=10

6-8-9 N=17

6-9-8 N=17

Abandonment Method Boring backfilled with auger cuttings upon completion.

Advancement Method Hollow Stem Auger

Hammer Type Automatic

Driller Tri-State Drillering LLC

Logged by

Boring Started 11-02-2023

Boring Completed 11-02-2023

1922 Old Murfreesboro Pike Ste 905

Drill Rig

CME-45C

Proposed Improvements at Alvin C. York VAMC

Nashville, TN

3400 Lebanon Rd | Murfreesboro, TN Terracon Project No. 18235258

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Notes Elevation Reference: Ground surface elevations were determined from Google Earth and are approximate

Water Level Observations Groundwater not encountered

Sa m pl e

Ty pe

W at er C on te nt

Elevation.: 585 (Ft.)

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 35.9150° Longitude: -86.3779°

Depth (Ft.)

Fi el d Te st R es ul ts

0 20406080100

O H

O L

ML or OL

MH or OH

"U " L ine

"A" L ine

ATTERBERG LIMITS RESULTS

ASTM D4318

PLASTIC

ITY

LIQUID LIMIT

5217 Linbar Dr, Ste 309 Nashville, TN

PROJECT NUMBER: 18235258

SITE: 3400 Lebanon Rd Murfreesboro, TN

PROJECT: Proposed Improvements at Alvin C. York VAMC - Murfreeesboro

CLIENT: Atriax PLLC Hickory, NC

O R

N O

F R

O M

O R

R T.

G L

O N

D T

LL PL PI

B-2

C-1

Fines

3.5 - 5

CH- Fat CLAY

DescriptionUSCSBoring ID Depth (Ft)

CL-ML

Scale: NTS1 GEOTECHNICAL ENGINEERING REPORT - SOIL BORINGS

626A4-21-101 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

214 Centerview Drive Suite 300

Brentwood, TN 37027 615.370.8500woldae.com

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

TLC No.:

www.tlc-engineers.com

923116

703 MAIN AVE SW

HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

CONSTRUCT SLEEP DISORDER CLINIC

AND SPECIALTY CLINIC

07/10/2024

MURFREESBORO, TN

100% CONSTRUCTION

DOCUMENTS

7/10/2023

AutoCAD SHX Text

HJM

AutoCAD SHX Text

JTK

AutoCAD SHX Text

GEOTECHNICAL BORINGS REPORT

AutoCAD SHX Text B-101

32" WILLOW

M.H.(ELEC)

T.C.=575.58

M.H.(STS)

28" WILLOW

36" WILLOW

T.C.=581.26

C.I.(SIN)

T.C.=586.06

M.H.(SAS)

AREA DRAIN

SPIGGOT

AREA DRAIN

T.C.=586.14

M.H.(SAS)

T.C.=581.91

C.I.(SIN)

T.C.=584.40

M.H.(SAS)

30" WILLOW

06" CHERRY

6" HOLLY

T.C.=582.46

M.H.(STS)

T.C.=581.08

C.I.(SIN)

36" OAK

ELEC

INV.=575.23

24" RCP

INV.=575.45

24" RCP

INV.=575.37

6" IRON

6" IRON/DIR

24" RCP/DIR

INV.=575.19

6" IRON

6" IRON/DIR

INV.=577.89

6" PIPE

T.C.=581.16

M.H.(STS)

6" PIPE/DIR

INV.=574.49

12" RCP

12" RCP/DIR

INV.=577.76

10" RCP

INV.=578.05

10" RCP

INV.=582.60

10" RCP/DIR

INV.=0.00

10" RCP/DIR

INV.=578.62

6" IRON

INV.=0.00

6" IRON/DIR

INV.=573.74

8" PIPE

INV.=573.16

8" PIPE

INV.=574.47

8" PIPE

INV.=574.44

8" PIPE

T.C.=585.84

M.H.(SAS)

INV.=573.52

6" PIPE

6" PIPE/DIR

INV.=573.46

6" PIPE 6" PIPE/DIR

INV.=0.00

8" PIPE/DIR

6" DIR

INV.=576.17

6" PIPE

INV.=576.24

6" PIPE

6" PIPE/DIR

T.C.=579.70

M.H.(SAS)

INV.=571.59

8" PIPE

T.C.=585.96

M.H.(STS)

CALL BOX

24" RCP/DIR

INV.=578.21

6" PIPE

6" PIPE/DIR

INV.=578.01

6" PIPE6" PIPE/DIR

T.C.=585.26

M.H.(SAS)

INV.=575.01

8" PIPE

8" PIPE/DIR

T.C.=578.72

M.H.(STS)

ELEC

T.C.=579.47

M.H.(STS)

30" WILLOW

24" WILLOW

30" OAK

10" MAGNOLIA

48" WILLOW

06" POPLAR

INV.=571.67

24" RCP

INV.=571.43

18" RCP

INV.=570.62

24" RCP

INV.=0.00

18" RCP/DIR

T.C.=576.59

C.I.(SIN)

T.C.=576.58

C.I.(SIN)

INV.=569.39

24" RCP

INV.=0.00

24" RCP/DIR

T.C.=584.82

C.B.(SIN)

INV.=580.69

8" RCP

T.C.=581.06

M.H.(STS)

8" RCP/DIR

SIGN

DUMPSTER PAD

W/FENCE

CONCRETE

C O

N C

ASPHALT

GRAVEL

RETAINING

WALL

RETAINING

WALL

T.C.=585.73

M.H.(STS)

INV.=572.79

24" RCP

INV.=572.82

24" RCP

24" RCP/DIR

PARKING LOT SIGN

(EMPLOYEE PARKING ONLY)

PARKING LOT SIGN

(EMPLOYEE PARKING ONLY)

SIGN

GRAVEL

LAWN

AND CURRENT TITLE SEARCH MAY DISCLOSE.

OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE

EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS,

SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

GRAPHIC SCALE

1" = 20'

20'0 40'10'

Scale: 1:201 SITE TOPOGRAPHIC SURVEY - EXISTING CONDITIONS

626A4-21-101 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

214 Centerview Drive Suite 300

Brentwood, TN 37027 615.370.8500woldae.com

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

TLC No.:

www.tlc-engineers.com

923116

703 MAIN AVE SW

HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

CONSTRUCT SLEEP DISORDER CLINIC

AND SPECIALTY CLINIC

07/10/2024

MURFREESBORO, TN

100% CONSTRUCTION

DOCUMENTS

7/10/2023

BUILDING 6

SLEEP CLINIC

BUILDING 5

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

TELEPHONE MANHOLE

AutoCAD SHX Text

PARK BENCH

AutoCAD SHX Text

TELEPHONE BOX

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

MAJOR CONTOUR LINE

AutoCAD SHX Text

CURB

AutoCAD SHX Text

EDGE OF CONC.

AutoCAD SHX Text

TREE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

SANITAY SEWER

AutoCAD SHX Text

GAS

AutoCAD SHX Text

WATER

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

CONTOUR LINE

AutoCAD SHX Text

THIS IS NOT A BOUNDARY SURVEY.

AutoCAD SHX Text

DEED REFERENCE FOR THE PROPERTY SURVEYED IS D.B. 84, PGS. 1-8,

AutoCAD SHX Text

AS OF RECORD IN REGISTER'S OFFICE FOR RUTHERFORD COUNTY, TENNESSEE.

AutoCAD SHX Text

OR ENTITIES WITHOUT AN EXPRESSED RE-CERTIFICATION BY THE SURVEYOR

AutoCAD SHX Text

THE ORIGINAL PURCHASER AND DOES NOT EXTEND TO ANY UNNAMED PERSON

AutoCAD SHX Text

US GOVERNMENT VA HOSPITAL MURFREESBORO

AutoCAD SHX Text

ALL DISTANCES WERE MEASURED WITH E.D.M. EQUIPMENT AND HAVE

AutoCAD SHX Text

UTILITIES HAVE BEEN PLOTTED FROM SURFACE FEATURES FOUND AT

AutoCAD SHX Text

THE TIME OF SURVEY AND AVAILABLE MAPS AND RECORDS. THERE MAY

AutoCAD SHX Text

BE OTHER UTILITIES, THE EXISTENCE OF WHICH ARE NOT KNOWN TO

AutoCAD SHX Text

SURVEYOR'S LIABILITY FOR THIS DOCUMENT SHALL BE LIMITED TO

AutoCAD SHX Text

WHOSE SIGNATURE APPEARS ON THIS SURVEY.

AutoCAD SHX Text

THE UNDERSIGNED.

AutoCAD SHX Text

OWNER OF RECORD BEING:

AutoCAD SHX Text

BEEN ADJUSTED FOR

AutoCAD SHX Text

TEMPERATURE.

AutoCAD SHX Text 1)

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 2)

AutoCAD SHX Text 3)

AutoCAD SHX Text 4)

AutoCAD SHX Text

BEING A PORTION OF TAX MAP 59, PARCEL 53.00

AutoCAD SHX Text

VA HOSPITAL

AutoCAD SHX Text

BUILDING #107

AutoCAD SHX Text

PARTIAL TOPOGRAPHIC SURVEY

AutoCAD SHX Text

DATE: 11-01-2021:REVISED: 1-18-2022(ADDED TOPO)

AutoCAD SHX Text

MURFREESBORO-RUTHERFORD COUNTY-TENNESSEE

AutoCAD SHX Text

MURFREESBORO

AutoCAD SHX Text

WOLD/HFR PROJECT NO. 217040

AutoCAD SHX Text

HJM

AutoCAD SHX Text

JTK

AutoCAD SHX Text

EXISTING CONDITIONS

AutoCAD SHX Text

SITE TOPOGRAPHIC SURVEY

V-101

M.H.(ELEC)

T.C.=575.58

M.H.(STS)

28" WILLOW

36" WILLOW

T.C.=581.26

C.I.(SIN)

T.C.=586.06

M.H.(SAS)

AREA DRAIN

SPIGGOT

AREA DRAIN

T.C.=586.14

M.H.(SAS)

T.C.=581.91

C.I.(SIN)

T.C.=584.40

M.H.(SAS)

30" WILLOW

06" CHERRY

6" HOLLY

T.C.=582.46

M.H.(STS)

T.C.=581.08

C.I.(SIN)

36" OAK

ELEC

INV.=575.23

24" RCP

INV.=575.45

24" RCP

INV.=575.37

6" IRON

6" IRON/DIR

24" RCP/DIR

INV.=575.19

6" IRON

6" IRON/DIR

INV.=577.89

6" PIPE

T.C.=581.16

M.H.(STS)

6" PIPE/DIR

INV.=574.49

12" RCP

12" RCP/DIR

INV.=577.76

10" RCP

INV.=578.05

10" RCP

INV.=582.60

10" RCP/DIR

INV.=0.00

10" RCP/DIR

INV.=578.62

6" IRON

INV.=0.00

6" IRON/DIR

INV.=573.74

8" PIPE

INV.=573.16

8" PIPE

INV.=574.47

8" PIPE

INV.=574.44

8" PIPE

T.C.=585.84

M.H.(SAS)

INV.=573.52

6" PIPE

6" PIPE/DIR

INV.=573.46

6" PIPE 6" PIPE/DIR

INV.=0.00

8" PIPE/DIR

6" DIR

INV.=576.17

6" PIPE

INV.=576.24

6" PIPE

6" PIPE/DIR

T.C.=579.70

M.H.(SAS)

INV.=571.59

8" PIPE

T.C.=585.96

M.H.(STS)

CALL BOX

24" RCP/DIR

INV.=578.21

6" PIPE

6" PIPE/DIR

INV.=578.01

6" PIPE6" PIPE/DIR

T.C.=585.26

M.H.(SAS)

INV.=575.01

8" PIPE

8" PIPE/DIR

T.C.=578.72

M.H.(STS)

ELEC

T.C.=579.47

M.H.(STS)

30" WILLOW

24" WILLOW

30" OAK

10" MAGNOLIA

48" WILLOW

06" POPLAR

INV.=571.67

24" RCP

INV.=571.43

18" RCP

INV.=570.62

24" RCP

INV.=0.00

18" RCP/DIR

T.C.=576.59

C.I.(SIN)

T.C.=576.58

C.I.(SIN)

INV.=569.39

24" RCP

INV.=0.00

24" RCP/DIR

T.C.=584.82

C.B.(SIN)

INV.=580.69

8" RCP

T.C.=581.06

M.H.(STS)

8" RCP/DIR

SIGN

DUMPSTER PAD

W/FENCE

CONCRETE

C O

N C

ASPHALT

GRAVEL

RETAINING

WALL

RETAINING

WALL

T.C.=585.73

M.H.(STS)

INV.=572.79

24" RCP

INV.=572.82

24" RCP

24" RCP/DIR

PARKING LOT SIGN

(EMPLOYEE PARKING ONLY)

PARKING LOT SIGN

(EMPLOYEE PARKING ONLY)

SIGN

GRAVEL

LAWN

LOC LOC LOC LOC

LOC LOC

LOC LOC LOC

LOC LOC LOC LOC LOC

LOCLOCLOCLOCLOCLOCLOCLOC

X X X X X

X X

XXXXXXX

X X

XXX

X X

X X X X

X X

X X X

LOC

LOC LO

PROTECT EX.

STORMWATER MANHOLE

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

FENCE

CONSTRUCTION

FENCE

LIMITS OF

CONSTRUCTION

FENCE

TREE

PROTECTION

TREE

PROTECTION 10

PROTECT EX. HYDRANT

AND VALVE IN PLACE

SEE ARCHITECTURE SHEETS

FOR BUILDING/FACADE DEMOLITION

PLANS

LIMITS OF

CONSTRUCTION

FENCE

PROTECT LAMP POST

IN PLACE

PROTECT EXISTING

DUMPSTER ENCLOSURE.

RELOCATE IF NEEDED TO

MAINTAIN OPERATION.

PROTECT EXISTING

AREA INLET IN PLACE.

LOC LOC

DEMOLITION OF EXISTING

SITE FEATURES

LIMITS OF CONSTRUCTION

REMOVE EXISTING TREES

LEGEND

TREE PROTECTION

SITE CONSTRUCTION SECURITY FENCE

X X

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

GRAPHIC SCALE

1" = 20'

20'0 40'10'

Scale: 1:201 CIVIL SITE DEMOLITION PLAN

626A4-21-101 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

214 Centerview Drive Suite 300

Brentwood, TN 37027 615.370.8500woldae.com

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

TLC No.:

www.tlc-engineers.com

923116

703 MAIN AVE SW

HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

CONSTRUCT SLEEP DISORDER CLINIC

AND SPECIALTY CLINIC

07/10/2024

MURFREESBORO, TN

100% CONSTRUCTION

DOCUMENTS

7/10/2023

NOTES:

1. CONTACT VA STAFF ONE WEEK PRIOR TO STARTING WORK.

2. CONTRACTOR SHALL COORDINATE ALL WORK WITH COR TO MAINTAIN CONTINUOUS

ACCESS AND UTILITY SERVICE DURING BUSINESS HOURS THROUGHOUT

CONSTRUCTION.

3. FULL EXTENT OF EXISTING UTILITIES ARE NOT SHOWN. CONTRACTOR SHALL

PERFORM LOCATES TO CONFIRM LOCATION OF EXISTING UTILITIES PRIOR TO

STARTING WORK.

4. WHERE SANITARY SEWER PIPE IS TO BE DEMOLISHED AND REPLACED, THE

CONTRACTOR SHALL COORDINATE DEMO/REPLACEMENT WITH THE COR.

5. DO NOT DAMAGE STORMWATER STRUCTURES, BOXES, OR PIPES TO REMAIN ON

SITE. SHOULD ANY BE DAMAGED, CONTACT THE COR IMMEDIATELY.

6. PROTECT ALL FACADES, VEGETATION, UTILITIES, CURB AND GUTTER, AND

HARDSCAPES NOT MARKED FOR DEMOLITION.

7. CONTRACTOR SHALL DISCUSS ALL ITEMS TO BE REMOVED WITH THE COR; SALVAGE

ITEMS AS DIRECTED.

8. ALL ITEMS TO REMAIN PROPERTY OF THE VA SHALL BE TURNED OVER TO THE VA.

9. SIGNS AND OTHER SITE ITEMS TO BE REINSTALLED SHALL BE STORED AND

PROTECTED FROM DAMAGE DURING REMOVAL/REINSTALLATION, AND SHALL BE

REINSTALLED TO MATCH EXISTING OR AS DIRECTED BY THE COR. IF ITEMS ARE

DAMAGED, CONTACT THE COR.

10. REMOVE TREES AS MARKED, GRIND UP/REMOVE STUMP, AND GRUB ROOTS TO

DEPTH OF 18".

11. WHERE STORMWATER PIPES/STRUCTURES ARE TO BE DEMOLISHED, BACKFILL AND

COMPACT TRENCHES AS REQUIRED TO REESTABLISH GRADE.

12. DEMOLITION SHALL INCLUDE UNDERGROUND ROOF DRAIN PIPES AT NEW

ENTRANCE; DEMO TO BUILDING FACADE.

13. NEATLY SAWCUT AND REMOVE PAVEMENT, CONCRETE SIDEWALK, CURB & GUTTER

SECTIONS AS SHOWN. DEMOLISH FULL SLABS AND MATCH EXISTING JOINTING

PATTERN FOR REPLACEMENT CURB AND GUTTER AND SIDEWALK.

14. ALL MATERIALS NOT RETURNED TO VA SHALL BECOME PROPERTY OF THE

CONTRACTOR. HAUL OFF ALL DEBRIS FROM SITE AND DISPOSE OF IN ACCORDANCE

WITH VA STANDARDS, APPLICABLE STATE AND FEDERAL LAWS.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR USE OF FALL ARREST SYSTEMS, TRENCH

BOXES, AND ALL OTHER MEASURES AS REQUIRED BY OSHA DURING CONSTRUCTION.

16. ABANDONED PIPES ARE TO BE REMOVED.

17. CONTRACTOR TO CONFIRM FLOW DIRECTION OF EXISTING STORMWATER PIPES PRIOR

TO DEMOLITION TO PREVENT LEAVING ACTIVE LINES WITHOUT AN OUTLET. IF THIS

CONDITION IS FOUND, CONTACT COR IMMEDIATELY.

DEMOLITION KEY NOTES

1. DEMOLISH CONCRETE CURB AND GUTTER TO FURTHEST JOINT, REMOVE

WHOLE SECTIONS.

2. DEMOLISH CONCRETE SIDEWALK, UTILITY PAD, STAIRS, RAMPS, RAILINGS.

3. DEMOLISH CRAWL SPACE ACCESS.

4. REMOVE TREE, GRIND UP STUMP, AND GRUB ROOTS UNDER CANOPY.

5. REMOVE AND STORE SIGNS AND POSTS FOR REINSTALLATION.

6. DEMOLISH STORMWATER PIPE, INLET STRUCTURES.

7. REMOVE EXISTING LOT SIGN, RETURN TO VA.

8. DEMOLISH EXISTING BUILDING DIRECTIONAL SIGN.

9. DEMOLISH EXISTING STORMWATER PIPE BACK TO MANHOLE.

10. ERADICATE PAVEMENT MARKINGS AT PARKING STALLS.

11. DEMOLISH EXISTING ASPHALT ROAD AND PARKING LOTS AS MARKED.

12. UNDER PROPOSED BUILDING EXPANSION, REMOVE AND REPLACE EXISTING

STORMWATER MANHOLE. COORDINATE DEMOLITION WITH COR. SEE 06 C-102

FOR MORE INFORMATION.

13. REMOVE ALL WHEEL STOPS AND RETURN TO VA.

14. DEMOLISH EXISTING LAMP POSTS AND FOOTINGS, CUT AND CAP ELECTRICAL

LINES.

15. CUT AND CAP WATER LINE, DEMOLISH EXISTING WATER SERVICE LINE AS

MARKED.

16. DEMOLISH SPIGOT AND DRAIN AT CONCRETE.

17. DEMOLISH EXISTING SANITARY PIPE.

18. DEMOLISH EXISTING SANITARY STRUCTURE.

19. DEMOLISH AND CAP STORMWATER PIPE; CONFIRM DIRECTION OF FLOW

PRIOR TO DEMO.

BUILDING 6

SLEEP CLINIC

BUILDING 5

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

HJM

AutoCAD SHX Text

JTK

AutoCAD SHX Text

CIVIL SITE DEMOLITION PLAN

CD101

T.C.=586.06

M.H.(SAS)

AREA DRAINT.C.=586.14

M.H.(SAS)

T.C.=584.40

M.H.(SAS)

30" WILLOW

06" CHERRY

36" OAK

ELEC

T.C.=585.84

M.H.(SAS)

T.C.=579.70

M.H.(SAS)

T.C.=585.26

M.H.(SAS)

ELEC

30" WILLOW

24" WILLOW

30" OAK

10" MAGNOLIA

48" WILLOW

06" POPLAR

LOC LOC LOC LOC

LOC LOC

LOC LOC LOC

LOC LOC LOC LOC LOC

LOCLOCLOCLOCLOCLOCLOCLOC

S T

LOC

LOC LO

R 48.5'

18'

11'

5'6'

19.25'

F O

116.9' FOC

10.33'

.8 2'

41.2'

32.56'

30.66'

47.75'

14.5' 8'

30' 5'

15'

'14 .5

10'

.7 5'

14.42'

28'

8'30'

12'

8' 6.54'

4.5'

20' FOC

4' 21'

R14.5'

R14.5' R19.5'

R5.5

R5.5'

R29 .5'

R6.5

R14.5'

R 19.5'

R19.5'

R40.5'

R 19.5'

R3.5'

' F

O C

35.44'

LIMITS OF

CONSTRUCTION

NEW MAIN ENTRANCE BUILDING

FOR SLEEP CLINIC: SEE AE 1.01D,

ARCHITECTURE PLANS FOR MORE

INFORMATION.

NEW AWNING STRUCTURE

AT PATIENT DROP-OFF.

SEE STRUCTURAL SHEETS

S1.00 - S4.51 FOR MORE

INFORMATION.

TIE NEW CURB

TO EXISTING

TIE NEW CURB

TO EXISTING

TIE NEW CURB

TO EXISTING

TIE NEW ASPHALT

TO EXISTING,

SLOPE TO DRAIN

TIE NEW ASPHALT TO

EXISTING, SLOPE TO

DRAIN

LOC LOC LIMITS OF CONSTRUCTION

589.2

CONCRETE HARDSCAPES.

ASPHALT PAVEMENT

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

SPOT ELEVATION FE U.N.O.

FOUNDATION DRAIN

WATER LINE - DUCTILE IRON

SANITARY PIPE - SCH. 80 PVC

UG ELECTRICAL - 2" CONDUIT

LAMP POST

48"x48" RC STORMWATER STRUCTURE

12" STORMWATER PIPE - DOUBLE WALL HDPE

ROOF LEADER DRAIN - SCH. 80 PVC

STORM SEWER CLEANOUT

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE STRUCTURE

SIGN POST

UGE

S T

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

GRAPHIC SCALE

1" = 20'

20'0 40'10'

Scale: 1:201 CIVIL SITE PLAN

626A4-21-101 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

214 Centerview Drive Suite 300

Brentwood, TN 37027 615.370.8500woldae.com

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

TLC No.:

www.tlc-engineers.com

923116

703 MAIN AVE SW

HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

CONSTRUCT SLEEP DISORDER CLINIC

AND SPECIALTY CLINIC

07/10/2024

MURFREESBORO, TN

100% CONSTRUCTION

DOCUMENTS

7/10/2023

NOTES:

1. CONTRACTOR SHALL COORDINATE WORK AND PHASING WITH VA, TRADES, AND

OTHERS AS REQUIRED TO PREVENT DAMAGE/REPLACEMENT OF NEW WORK.

2. CONTRACTOR SHALL COORDINATE ALL WORK WITH COR TO MAINTAIN

CONTINUOUS ACCESS AND UTILITY SERVICE DURING BUSINESS HOURS

THROUGHOUT CONSTRUCTION.

3. UNLESS NOTED OTHERWISE, DIMENSIONS ARE FROM BACK OF CURB OR EDGE

OF SIDEWALK.

4. WORK SHALL OCCUR WITHIN THE LIMITS OF DISTURBANCE AS SHOWN.

5. EXISTING CURB AND GUTTER, SIDEWALKS, ASPHALT, AND OTHER SITE

FEATURES THAT ARE TO REMAIN SHALL BE PROTECTED. WHERE NEW TIES TO

EXISTING, SAW CUT, PROTECT, AND KEEP EXISTING CLEAN. EXISTING AND NEW

SHALL TIE TOGETHER. WHERE WIDTHS DIFFER, TAPER TO MATCH EXISTING.

6. ALL SIDEWALKS CONSTRUCTED ON SITE SHALL MEET ACCESSIBLE ROUTE

REQUIREMENTS, AND SHALL HAVE A MAXIMUM RUNNING SLOPE OF 3%, AND

MAXIMUM CROSS SLOPE OF 2%.

9. SIDEWALKS ADJACENT TO BUILDING FACADES OR WALLS SHALL BE SLOPED

AWAY FROM THE BUILDING USING A MINIMUM CROSS SLOPE OF 1%.

10. PROTECT BUILDING FACADE FROM DAMAGE DURING ALL PHASES OF WORK.

11. CONSTRUCT ADA RAMPS AND ASSOCIATED LANDINGS IN CONFORMANCE WITH

DETAILS PROVIDED AND THE STANDARDS AND SPECIFICATIONS OF THE

DEPARTMENT OF VETERANS AFFAIRS. MAX RAMP RUNNING SLOPE OF 5%. MAX

CROSS SLOPE OF 2%.

12. IN ALL CASES, AT NEAREST JOINT FOR PROPOSED WORK, CUT EXISTING

CONCRETE AND INSTALL EXPANSION JOINT, INSTALL NEW

CURB/GUTTER/SIDEWALK TO TIE TO EXISTING.

KEY NOTES

1. CONSTRUCT CONCRETE SIDEWALK: 1/C-501

2. CONSTRUCT 6" VERTICAL CURB & GUTTER: 2/C-501

3. CONSTRUCT MOUNTABLE CURB & GUTTER: 3/C-501

4. CONSTRUCT FLUSH CURB AT LOADING ZONE: 4/C-501

5. CONSTRUCT ASPHALT ROADWAY: 5/C-501

6. CONSTRUCT FLUSH SIDEWALK AT LOADING ZONE: 1/C-503

7. CONSTRUCT DIRECTIONAL ADA RAMP: 2/C-503

8. CONSTRUCT 90° DIRECTIONAL ADA RAMP: 3/C-503

9. TRANSITION FROM MOUNTABLE TO FLUSH CURB: 9/C-501

10. TRANSITION FORM MOUNTABLE TO VERTICAL CURB, TIE TO EXISTING: 10/C-501

11. CONSTRUCT MECHANICAL PAD: SEE 11/C-501

12. CONSTRUCT NEW LAMP POSTS, CONCRETE FOOTING: SEE 12/C-501.

BUILDING 6

SLEEP CLINIC

BUILDING 5

LEGEND

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

HJM

AutoCAD SHX Text

JTK

AutoCAD SHX Text

CIVIL SITE PLAN

C-101

M.H.(ELEC)

T.C.=575.58

M.H.(STS)

T.C.=586.06

M.H.(SAS)

AREA DRAINT.C.=586.14

M.H.(SAS)

T.C.=584.40

M.H.(SAS)

30" WILLOW

06" CHERRY

T.C.=582.46

M.H.(STS)

36" OAK

ELEC

T.C.=581.16

M.H.(STS)

T.C.=585.84

M.H.(SAS)

T.C.=579.70

M.H.(SAS)

T.C.=585.96

M.H.(STS)

T.C.=585.26

M.H.(SAS)

T.C.=578.72

M.H.(STS)

ELEC

T.C.=579.47

M.H.(STS)

30" WILLOW

24" WILLOW

30" OAK

10" MAGNOLIA

48" WILLOW

06" POPLAR

T.C.=576.59

C.I.(SIN)

T.C.=576.58

C.I.(SIN)

T.C.=584.82

C.B.(SIN)

T.C.=581.06

M.H.(STS)

LOC LOC LOC LOC

LOC LOC

LOC LOC LOC

LOC LOC LOC LOC LOC

LOCLOCLOCLOCLOCLOCLOCLOC

S T

LOC

LOC LO

2+43

0+00

2+00

0+00 0+87

SD 1

SD 2

SD 3

L3 L4

L6L7 C4C5

583.1

584.5

583.8 584.6

584.858 4.1

582.6

582.1

583.7

585.2

585.6

5.4

586.0

584.9

582.5

582.7

582.0 -1

-1 .3

-2 .0

-1.0%

-1.

-1 .0

-2.0%

-1 .8

1.1%

-1 .8%

XSDMH

FFE: 5

-1.4% -2.0%

NORTHING: 575985.3,

EASTING: 1856656.1

NORTHING: 576110.5,

EASTING: 1856576.2

NORTHING: 576031.6,

EASTING: 1856610.4

NORTHING: 576035.9,

EASTING: 1856524.2

NORTHING: 576032.6,

EASTING: 1856559.0

-2

-2 .0

3.4

582.5

582.9

3.6

NORTHING: 575942.6,

EASTING: 1856618.3

NORTHING: 575944.6,

EASTING: 1856596.4

NORTHING: 575946.6,

EASTING: 1856574.1

NORTHING: 575864.7,

EASTING: 1856536.7

NORTHING: 575862.0,

EASTING: 1856567.2

NORTHING: 575810.6,

EASTING: 1856531.8

NORTHING: 575807.8,

EASTING: 1856562.3

NORTHING: 575842.6,

EASTING: 1856534.7

NORTHING: 575839.8,

EASTING: 1856565.2

NORTHING: 575829.8,

EASTING: 1856564.3

NORTHING: 575832.5,

EASTING: 1856533.8

LIMITS OF

CONSTRUCTION

Alignment - Drop Off

NUMBER

STARTING POINT

NORTHING, EASTING

576110.52, 1856576.18

576061.49, 1856563.08

575997.29, 1856555.98

575964.82, 1856583.19

575963.48, 1856598.13

575962.14, 1856613.07

575968.31, 1856634.20

BEGIN

STATION

0+00.00

0+50.75

1+15.41

1+62.44

1+77.44

1+92.44

2+14.98

END

STATION

0+50.75

0+68.20

1+62.44

1+77.44

1+92.44

2+14.98

2+42.73

LENGTH

50.75

17.45

47.04

15.00

22.54

27.75

RADIUS

100.000

30.000

LINE/CHORD DIRECTION

S14° 57' 37.29"W

S09° 57' 37.29"W

S39° 57' 19.59"E

S84° 52' 16.47"E

S84° 52' 17.17"E

N73° 43' 30.17"E

N52° 11' 57.02"E

Alignment - Driveway

NUMBER

STARTING POINT

NORTHING, EASTING

576031.63, 1856610.40

576033.61, 1856589.49

576032.68, 1856578.73

576031.75, 1856567.96

BEGIN

STATION

0+00.00

0+21.00

0+31.87

0+42.73

END

STATION

0+21.00

0+31.87

0+42.73

0+86.73

LENGTH

21.00

10.87

44.00

RADIUS

30.000

LINE/CHORD DIRECTION

N84° 34' 15.37"W

S85° 03' 07.61"W

S85° 03' 03.28"W

N84° 34' 24.02"W

LOC LIMITS OF CONSTRUCTION

589.2

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

SPOT ELEVATION FE U.N.O.

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

GRAPHIC SCALE

1" = 20'

20'0 40'10'

Scale: 1:201 GRADING AND ALIGNMENT PLAN

626A4-21-101 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

214 Centerview Drive Suite 300

Brentwood, TN 37027 615.370.8500woldae.com

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

TLC No.:

www.tlc-engineers.com

923116

703 MAIN AVE SW

HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

CONSTRUCT SLEEP DISORDER CLINIC

AND SPECIALTY CLINIC

07/10/2024

MURFREESBORO, TN

100% CONSTRUCTION

DOCUMENTS

7/10/2023

NOTES:

1. CONTRACTOR SHALL COORDINATE WORK AND PHASING WITH VA, TRADES, AND

OTHERS AS REQUIRED TO PREVENT DAMAGE/REPLACEMENT OF NEW WORK.

2. CONTRACTOR SHALL COORDINATE ALL WORK WITH COR TO MAINTAIN

CONTINUOUS ACCESS AND UTILITY SERVICE DURING BUSINESS HOURS

THROUGHOUT CONSTRUCTION.

3. UNLESS NOTED OTHERWISE, DIMENSIONS ARE FROM BACK OF CURB OR EDGE

OF SIDEWALK.

4. WORK SHALL OCCUR WITHIN THE LIMITS OF DISTURBANCE AS SHOWN.

5. EXISTING CURB AND GUTTER, SIDEWALKS, ASPHALT, AND OTHER SITE

FEATURES THAT ARE TO REMAIN SHALL BE PROTECTED. WHERE NEW TIES TO

EXISTING, SAW CUT, PROTECT, AND KEEP EXISTING CLEAN. EXISTING AND NEW

SHALL TIE TOGETHER. WHERE WIDTHS DIFFER, TAPER TO MATCH EXISTING.

6. ALL SIDEWALKS CONSTRUCTED ON SITE SHALL MEET ACCESSIBLE ROUTE

REQUIREMENTS, AND SHALL HAVE A MAXIMUM RUNNING SLOPE OF 3%, AND

MAXIMUM CROSS SLOPE OF 2%.

9. RAMP AND SIDEWALKS ADJACENT TO BUILDING FACADES OR WALLS SHALL BE

SLOPED AWAY FROM THE BUILDING USING A MINIMUM CROSS SLOPE OF 1%.

10. PROTECT BUILDING FACADE FROM DAMAGE DURING ALL PHASES OF WORK.

11. CONSTRUCT ADA RAMPS AND ASSOCIATED LANDINGS IN CONFORMANCE WITH

DETAILS PROVIDED AND THE STANDARDS AND SPECIFICATIONS OF THE

DEPARTMENT OF VETERANS AFFAIRS. MAX RAMP RUNNING SLOPE OF 5%. MAX

CROSS SLOPE OF 2%.

Scale: NTS2 NEW ROAD ALIGNMENTS DATA

LEGEND

BUILDING 6

SLEEP CLINIC

BUILDING 5

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

HJM

AutoCAD SHX Text

JTK

AutoCAD SHX Text

GRADING AND ALIGNMENT PLAN

C-102

M.H.(ELEC)

T.C.=575.58

M.H.(STS)

T.C.=586.06

M.H.(SAS)

AREA DRAINT.C.=586.14

M.H.(SAS)

T.C.=584.40

M.H.(SAS)

30" WILLOW

06" CHERRY

T.C.=582.46

M.H.(STS)

36" OAK

ELEC

INV.=575.23

24" RCP

INV.=575.45

24" RCP

INV.=575.37

6" IRON

6" IRON/DIR

24" RCP/DIR

INV.=575.19

6" IRON

6" IRON/DIR

T.C.=581.16

M.H.(STS)

INV.=574.49

12" RCP

12" RCP/DIR

INV.=582.60

10" RCP/DIR

INV.=573.74

8" PIPE

INV.=573.16

8" PIPE

INV.=574.47

8" PIPE

INV.=574.44

8" PIPE

T.C.=585.84

M.H.(SAS)

INV.=573.52

6" PIPE

6" PIPE/DIR

INV.=573.46

6" PIPE 6" PIPE/DIR

INV.=0.00

8" PIPE/DIR

6" DIR

INV.=576.17

6" PIPE

INV.=576.24

6" PIPE

6" PIPE/DIR

T.C.=579.70

M.H.(SAS)

INV.=571.59

8" PIPE

T.C.=585.96

M.H.(STS)

24" RCP/DIR

INV.=578.21

6" PIPE

6" PIPE/DIR

INV.=578.01

6" PIPE6" PIPE/DIR

T.C.=585.26

M.H.(SAS)

INV.=575.01

8" PIPE

8" PIPE/DIR

T.C.=578.72

M.H.(STS)

ELEC

T.C.=579.47

M.H.(STS)

30" WILLOW

24" WILLOW

30" OAK

10" MAGNOLIA

48" WILLOW

06" POPLAR

INV.=571.67

24" RCP

INV.=571.43

18" RCP

INV.=570.62

24" RCP

INV.=0.00

18" RCP/DIR

T.C.=576.59

C.I.(SIN)

T.C.=576.58

C.I.(SIN)

INV.=569.39

24" RCP

INV.=0.00

24" RCP/DIR

T.C.=584.82

C.B.(SIN)

INV.=580.69

8" RCP

T.C.=581.06

M.H.(STS)

8" RCP/DIR

INV.=572.79

24" RCP

INV.=572.82

24" RCP

24" RCP/DIR

LOC LOC LOC LOC

LOC LOC

LOC LOC LOC

LOC LOC LOC LOC LOC

LOCLOCLOCLOCLOCLOCLOCLOC

S T

SS MH 1

SS MH 2

SSMH3

LOC

LOC LO

SD 1

SD 2

SD 3

XSDMH

U G

W W

UGE

U G

UGE

U G

UGE

U G

UGE

G E

UGE

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

TIE NEW DRAIN PIPES TO

EXISTING STRUCTURE

TIE NEW PIPES TO

EXISTING STRUCTURE

TIE NEW PIPES TO

EXISTING STRUCTURE

6" ELBOW 45°

8 3

LOC LIMITS OF CONSTRUCTION

589.2

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

SPOT ELEVATION FE U.N.O.

FOUNDATION DRAIN

WATER LINE - DUCTILE IRON

SANITARY PIPE - SCH. 80 PVC

UG ELECTRICAL - 2" CONDUIT

LAMP POST

48"x48" RC STORMWATER STRUCTURE

12" STORMWATER PIPE - DOUBLE WALL HDPE

ROOF LEADER DRAIN - SCH. 80 PVC

STORM SEWER CLEANOUT

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE STRUCTURE

SIGN POST

UGE

S T

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

GRAPHIC SCALE

1" = 20'

20'0 40'10'

Scale: 1:201 UTILITIES AND DRAINAGE PLAN

626A4-21-101 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

214 Centerview Drive Suite 300

Brentwood, TN 37027 615.370.8500woldae.com

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

TLC No.:

www.tlc-engineers.com

923116

703 MAIN AVE SW

HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

CONSTRUCT SLEEP DISORDER CLINIC

AND SPECIALTY CLINIC

07/10/2024

MURFREESBORO, TN

100% CONSTRUCTION

DOCUMENTS

7/10/2023

NOTES:

1. CONTRACTOR SHALL COORDINATE WORK AND PHASING WITH VA,

TRADES, AND OTHERS AS REQUIRED TO PREVENT

DAMAGE/REPLACEMENT OF NEW WORK.

2. CONTRACTOR SHALL COORDINATE ALL WORK WITH COR TO MAINTAIN

CONTINUOUS ACCESS AND UTILITY SERVICE DURING BUSINESS HOURS

THROUGHOUT CONSTRUCTION.

3. UNLESS NOTED OTHERWISE, DIMENSIONS ARE FROM BACK OF CURB OR

EDGE OF SIDEWALK.

4. WORK SHALL OCCUR WITHIN THE LIMITS OF DISTURBANCE AS SHOWN.

5. EXISTING CURB AND GUTTER, SIDEWALKS, ASPHALT, AND OTHER SITE

FEATURES THAT ARE TO REMAIN SHALL BE PROTECTED. WHERE NEW

TIES TO EXISTING, SAW CUT, PROTECT, AND KEEP EXISTING CLEAN.

EXISTING AND NEW SHALL TIE TOGETHER. WHERE WIDTHS DIFFER,

TAPER TO MATCH EXISTING.

6. ALL SIDEWALKS CONSTRUCTED ON SITE SHALL MEET ACCESSIBLE

ROUTE REQUIREMENTS, AND SHALL HAVE A MAXIMUM RUNNING SLOPE

OF 3%, AND MAXIMUM CROSS SLOPE OF 2%.

9. RAMP AND SIDEWALKS ADJACENT TO BUILDING FACADES OR WALLS

SHALL BE SLOPED AWAY FROM THE BUILDING USING A MINIMUM CROSS

SLOPE OF 1%.

10. PROTECT BUILDING FACADE FROM DAMAGE DURING ALL PHASES OF

WORK.

11. CONSTRUCT ADA RAMPS AND ASSOCIATED LANDINGS IN

CONFORMANCE WITH DETAILS PROVIDED AND THE STANDARDS AND

SPECIFICATIONS OF THE DEPARTMENT OF VETERANS AFFAIRS. MAX

RAMP RUNNING SLOPE OF 5%. MAX CROSS SLOPE OF 2%.

12. CONTRACTOR SHALL PROVIDE SMOOTH CONNECTION AT PIPES AND

INLET STRUCTURES. MORTAR/SEAL AROUND PIPES AND PROVIDED

CONCRETE INVERTS IN ALL STORM/SANITARY STRUCTURES, TIE INVERT

TO INVERT.

KEY NOTES

1. 48"x48" TRAFFIC RATED REINFORCED CONCRETE STORMWATER

STRUCTURE, ROLL CURB, OPEN THROAT INLET AND GRATE: 2/C-502

2. UNDER PROPOSED BUILDING EXPANSION, REMOVE AND REPLACE

EXISTING STORMWATER MANHOLE WITH NEW 48"x48"48" TRAFFIC

RATED REINFORCED CONCRETE JUNCTION STRUCTURE. CAP WITH

REINFORCED CONCRETE LID. SEAL BETWEEN EXISTING PIPES AND

NEW STRUCTURE BOX. NEW CONCRETE INVERT TIE TO EXISTING

INVERTS: SEE 1/C-505.

3. STORMWATER DOWNSPOUT CLEANOUT: 4/C-502

4. 12" DOUBLEWALL HDPE STORMWATER PIPE: 1/C-502

5. 3" ROOF LEADERS AND AWNING DRAINS TIE TO STORMWATER

CLEANOUTS. 6" SCH. 80 PVC PIPE FROM CLEANOUT TO STORMWATER

STRUCTURE. TIE TO STORMWATER STRUCTURE: 5/C-502

6. INSTALL 48" DIAMETER TRAFFIC RATE REINFORCED CONCRETE

SANITARY SEWER MANHOLE: 1/C-509

7. 8" SCH. 80 PVC SANITARY SEWER PIPE. TIE TO EXISTING/NEW

SANITARY MANHOLE STRUCTURES: 3/C-502

8. 4" SCH. 80 PVC SANITARY SEWER LATERAL: SEE 3/C-502 AND

P-PP-01.01D FOR MORE INFORMATION.

9. SANITARY SEWER CLEANOUT: 6/C-502

10. SITE LIGHTING, LAMPPOST WITH CONCRETE FOUNDATION. SEE

E-EI-09 AND E-ES-01 FOR MORE INFORMATION.

11. LIGHTING AT AWNING STRUCTURE: SEE E-EI-09 AND E-ES-01 FOR

MORE INFORMATION.

12. TIE ELECTRICAL LINES FROM NEW LAMP POSTS AND AWNING

STRUCTURE BACK TO NEW ENTRANCE STRUCTURE, RECONNECT

EXISTING LAMP POSTS TO SYSTEM IF DISCONNECTED DURING

CONSTRUCTION, INSTALL NEW ELECTRICAL JUNCTION BOXES AS

REQUIRED TO CONNECT THE SYSTEM, 2" CONDUIT, MIN. 24 " BELOW

FINISHED GRADE: SEE E-ES-01 FOR MORE INFORMATION.

13. TIE FOUNDATION DRAINS TO STORMWATER STRUCTURE.

14. PVC ELECTRICAL CONDUIT, TIE TO EQUIPMENT PAD FROM BUILDING,

SEE E-ES-01.

15. RE-ROUTE WATER LINE, TIE BACK TO EXISTING PIPES, DUCTILE IRON

PIPE, AWWA STANDARD C600. CONTRACTOR VERIFY EXISTING PIPE

SIZE AND MATERIAL, RESTRAINED BENDS, MIN. 36" BELOW FINISHED

GRADE: SEE 5/C-509 FOR THRUST BLOCK DETAIL.

16. FREESTANDING DOOR PUSH PAD W/ CONCRETE FOOTING,

COORDINATE LOCATION WITH COR: SEE E-EP-02.01D.

17. INSTALL CLEANOUT BOOTS AT ALL ROOF AND AWNING DOWNSPOUTS

AT SLEEP CLINIC ENTRANCE: 4/C-502

BUILDING 6

SLEEP CLINIC

BUILDING 5

LEGEND

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

HJM

AutoCAD SHX Text

JTK

AutoCAD SHX Text

UTILITIES AND DRAINAGE PLAN

C-103

T.C.=586.06

M.H.(SAS)

AREA DRAINT.C.=586.14

M.H.(SAS)

T.C.=584.40

M.H.(SAS)

30" WILLOW

06" CHERRY

36" OAK

ELEC

T.C.=585.84

M.H.(SAS)

T.C.=579.70

M.H.(SAS)

T.C.=585.26

M.H.(SAS)

ELEC

30" WILLOW

24" WILLOW

30" OAK

10" MAGNOLIA

48" WILLOW

06" POPLAR

LOC LOC LOC LOC

LOC LOC

LOC LOC LOC

LOC LOC LOC LOC LOC

LOCLOCLOCLOCLOCLOCLOCLOC

S T

LOC

LOC LO

LIMITS OF

CONSTRUCTION

8 7

18'

11'

5'6'

116.9'

LOC LIMITS OF CONSTRUCTION

589.2

CONCRETE HARDSCAPES.

ASPHALT PAVEMENT

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

SPOT ELEVATION FE U.N.O.

FOUNDATION DRAIN

WATER LINE - DUCTILE IRON

SANITARY PIPE - SCH. 80 PVC

UG ELECTRICAL - 2" CONDUIT

LAMP POST

48"x48" RC STORMWATER STRUCTURE

12" STORMWATER PIPE - DOUBLE WALL HDPE

ROOF LEADER DRAIN - SCH. 80 PVC

STORM SEWER CLEANOUT

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE STRUCTURE

SIGN POST

UGE

S T

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

GRAPHIC SCALE

1" = 20'

20'0 40'10'

Scale: 1:201 PAVEMENT MARKING AND SIGNAGE PLAN

626A4-21-101 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

214 Centerview Drive Suite 300

Brentwood, TN 37027 615.370.8500woldae.com

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

TLC No.:

www.tlc-engineers.com

923116

703 MAIN AVE SW

HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

CONSTRUCT SLEEP DISORDER CLINIC

AND SPECIALTY CLINIC

07/10/2024

MURFREESBORO, TN

100% CONSTRUCTION

DOCUMENTS

7/10/2023

NOTES:

1. CONTRACTOR SHALL COORDINATE WORK AND PHASING WITH VA, TRADES, AND

OTHERS AS REQUIRED TO PREVENT DAMAGE/REPLACEMENT OF NEW WORK.

2. CONTRACTOR SHALL COORDINATE ALL WORK WITH COR TO MAINTAIN

CONTINUOUS ACCESS AND UTILITY SERVICE DURING BUSINESS HOURS

THROUGHOUT CONSTRUCTION.

3. UNLESS NOTED OTHERWISE, DIMENSIONS ARE FROM BACK OF CURB OR EDGE

OF SIDEWALK.

4. WORK SHALL OCCUR WITHIN THE LIMITS OF DISTURBANCE AS SHOWN.

5. EXISTING CURB AND GUTTER, SIDEWALKS, ASPHALT, AND OTHER SITE

FEATURES THAT ARE TO REMAIN SHALL BE PROTECTED. WHERE NEW TIES TO

EXISTING, SAW CUT, PROTECT, AND KEEP EXISTING CLEAN. EXISTING AND NEW

SHALL TIE TOGETHER. WHERE WIDTHS DIFFER, TAPER TO MATCH EXISTING.

6. ALL SIDEWALKS CONSTRUCTED ON SITE SHALL MEET ACCESSIBLE ROUTE

REQUIREMENTS, AND SHALL HAVE A MAXIMUM RUNNING SLOPE OF 3%, AND

MAXIMUM CROSS SLOPE OF 2%.

9. SIDEWALKS ADJACENT TO BUILDING FACADES OR WALLS SHALL BE SLOPED

AWAY FROM THE BUILDING USING A MINIMUM CROSS SLOPE OF 1%.

10. PROTECT BUILDING FACADE FROM DAMAGE DURING ALL PHASES OF WORK.

11. CONSTRUCT ADA RAMPS AND ASSOCIATED LANDINGS IN CONFORMANCE WITH

DETAILS PROVIDED AND THE STANDARDS AND SPECIFICATIONS OF THE

DEPARTMENT OF VETERANS AFFAIRS. MAX RAMP RUNNING SLOPE OF 5%. MAX

CROSS SLOPE OF 2%.

KEY NOTES

1. INSTALL VAN ACCESSIBLE ADA PARKING SIGN (R7-8 AND R7-8P):

SEE DETAILS 1 - 2/C-504

2. INSTALL ACCESSIBLE ADA PARKING SIGN (R7-8): 3/C-504

3. INSTALL DOUBLE SIDED "PATIENT PARKING ONLY" SIGN: 4/C-504

4. INSTALL "DO NOT ENTER" (R5-1) SIGN FACING ROAD AND STOP

SIGN (R1-1) FACING DRIVEWAY: 1/C-504 AND 4/C-504

5. AT COLUMNS FOR AWNING STRUCTURE, INSTALL "NO PARKING"

SIGNS ON COLUMNS (R7-1d), COORDINATE INSTALL WITH COR:

6. INSTALL NEW "SLEEP CLINIC" SIGN, CORRDINATE WITH COR: SEE

8/C-504

7. MARK PARKING LOT AS SHOWN: 6/C-504

8. MARK ADA PARKING STALLS AS SHOWN: 6/C-504

9. MARK CROSS-WALK AS SHOWN: 7/C-504

10. MARK STOP BAR, 24" WIDE.

11. INSTALL WHEEL STOPS AT ADA PARKING STALLS AS SHOWN:

5/C-504

12. INSTALL STOP SIGN (R1-1): 4/C-504

13. REINSTALL SPEED LIMIT SIGNS: 4/C-504

LEGEND

BUILDING 6

SLEEP CLINIC

BUILDING 5

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

HJM

AutoCAD SHX Text

JTK

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

PAVEMENT MARKING AND SIGNAGE

C-104

M.H.(ELEC)

T.C.=575.58

M.H.(STS)

T.C.=586.06

M.H.(SAS)

AREA DRAINT.C.=586.14

M.H.(SAS)

T.C.=584.40

M.H.(SAS)

30" WILLOW

06" CHERRY

T.C.=582.46

M.H.(STS)

36" OAK

ELEC

T.C.=581.16

M.H.(STS)

T.C.=585.84

M.H.(SAS)

T.C.=579.70

M.H.(SAS)

T.C.=585.96

M.H.(STS)

T.C.=585.26

M.H.(SAS)

T.C.=578.72

M.H.(STS)

ELEC

T.C.=579.47

M.H.(STS)

30" WILLOW

24" WILLOW

30" OAK

10" MAGNOLIA

48" WILLOW

06" POPLAR

T.C.=576.59

C.I.(SIN)

T.C.=576.58

C.I.(SIN)

T.C.=584.82

C.B.(SIN)

T.C.=581.06

M.H.(STS)

LOC LOC LOC LOC

LOC LOC

LOC LOC LOC

LOC LOC LOC LOC LOC

LOCLOCLOCLOCLOCLOCLOCLOC

X X X X X

X X

XXXXXXX

X X

XXX

X X

X X X X

X X

X X X X

SS MH 1

SS MH 2

SSMH3

LOC

LOC LO

FFE: 5

W W

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

CHAINLINK

SECURITY FENCE

CHAINLINK SECURITY

FENCE

PSTS

TRAFFIC CONTROL PLAN PROVIDED BY

CONTRACTOR. COORDINATE ANY ROAD

CLOSURES OR DETOURS WITH COR.

CONCRETE

CLEANOUT

CHAINLINK

SECURITY FENCE

CHAINLINK SECURITY

FENCE

CONSTRUCTION ENTRANCE: 3/C-510

CONSTRUCTION FENCE:

SILT FENCE: 1/C-511

INLET PROTECTION: 1/C-512

TEMPORARY SEEDING: 2/C-510

PERMANENT SODDING: 5/C-510

TREE PROTECTION: 4/C-510

EROSION CONTROL MEASURES

IDENTIFICATION LEGEND

LOC LIMITS OF CONSTRUCTION

CONSTRUCTION ENTRANCE

SILT FENCE

DRAINAGE ARROW

INLET PROTECTION MEASURE

TREE PROTECTION

SITE CONSTRUCTION SECURITY FENCE

EROSION CONTROL LEGEND

X X

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

GRAPHIC SCALE

1" = 20'

20'0 40'10'

Scale: 1:201 EROSION AND SEDIMENT CONTROL STABILIZAITON PLAN

626A4-21-101 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

214 Centerview Drive Suite 300

Brentwood, TN 37027 615.370.8500woldae.com

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

TLC No.:

www.tlc-engineers.com

923116

703 MAIN AVE SW

HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

CONSTRUCT SLEEP DISORDER CLINIC

AND SPECIALTY CLINIC

07/10/2024

MURFREESBORO, TN

100% CONSTRUCTION

DOCUMENTS

7/10/2023

EROSION AND SEDIMENT CONTROL

MAINTENANCE NOTES:

1. TOTAL AREA DISTURBED DURING CONSTRUCTION: 34,600 SQ. FT. OR 0.79

ACRES.

2. CONTRACTOR SHALL COORDINATE ALL WORK WITH WOMENS HEALTH CLINIC

TO MAINTAIN CONTINUOUS ACCESS AND UTILITY SERVICE DURING BUSINESS

HOURS THROUGHOUT CONSTRUCTION.

3. ALL EROSION, INLET PROTECTION, AND SEDIMENT CONTROL MEASURES

SHALL BE CHECKED FOR STABILITY AND OPERATION AT LEAST ONCE A WEEK

AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN

ONE-QUARTER OF A INCH (DURING A 24-HOUR PERIOD). CONTRACTOR SHALL

TAKE IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE

4. CONTRACTOR SHALL INSPECT ALL OUTFLOWS WHERE STORMWATER RUNOFF

LEAVES THE CONSTRUCTION SITE OR ENTERS AN EXISTING STORMWATER

SYSTEMS, BMP, OR WETLAND. CORRECTIVE ACTION MUST BE TAKEN IF

SEDIMENT IS DEPOSITED OFF SITE, OR INTO THE STORMWATER SYSTEM, BMP,

OR WETLAND.

5. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT

BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SILT FENCE SHALL BE

REPAIRED AS NECESSARY TO MAINTAIN THE BARRIER.

6. TEMPORARY SEEDING SHALL OCCUR IF DISTURBED SOILS ARE TO REMAIN

UNTOUCHED FOR MORE THAN SEVEN (7) DAYS. TEMPORARY SEEDING SHALL

BE DISTRIBUTED TO STABILIZE THE SITE, AND SHALL BE APPROPRIATELY

MAINTAINED. THIS INCLUDES CUTTING AND FERTILIZING.

7. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEED AS NECESSARY, AND

MULCHED AS SPECIFIED TO MAINTAIN VIGOROUS, DENSE VEGETATIVE COVER.

8. ALL STORMWATER INLETS AND INLET PROTECTION MEASURES ARE TO BE

KEPT CLEAR OF DEBRIS, OR SEDIMENT SHOULD ANY ACCUMULATE.

9. ROADS ARE TO BE KEPT CLEAR OF DEBRIS OR SEDIMENT.

10. CONSTRUCTION ENTRANCES ARE TO BE MAINTAINED TO ENSURE CONTINUED

FUNCTIONALITY THROUGHOUT THE PROJECT.

11. RECORDS SHALL BE KEPT OF ALL INSPECTIONS AND ANY CORRECTIVE

ACTIONS TAKEN BY THE CONTRACTOR.

12. FINAL STABILIZATION OF THE SITE SHALL CONSIST OF SODDING (TURF TYPE

TALL FESCUE) AND ALL REQUIRED SITE PREPARATION (TOPSOIL, FERTILIZER,

WATERING, ETC.) FOR THE SUCCESSFUL ESTABLISHMENT OF THE SOD.

13. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL SITE IS

FULLY STABILIZED, AND APPROVED BY THE COR.

14. CONSULT THE TENNESSEE EROSION AND SEDIMENT CONTROL HANDBOOK

FOR MORE INFORMATION ON MEASURES AND BEST PRACTICES.

15. SOIL STOCKPILES ON SITE SHALL HAVE SILT FENCE ON THE DOWN SLOPE SIDE

OF THE STOCKPILE.

BUILDING 6

SLEEP CLINIC

BUILDING 5

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

HJM

AutoCAD SHX Text

JTK

AutoCAD SHX Text

STABILIZATION PLAN

AutoCAD SHX Text

EROSION AND SEDIMENT CONTROL

C-105

-0+20.00 0+00.00 0+50.00

0+00.00 0+50.00

0+00.00 1+00.00

-0+20.00 0+00.00 1+00.00 1+50.00

0+00.00 1+00.00 1+50.00

SS 1

SS 2

STRUCTURE TABLE

STRUCTURE

NAME:

SD 1

SD 2

SD 3

XSDMH

STRUCTURE DETAILS:

Rectangular Junction Structure NF

RIM = 582.57

P1 INV OUT = 577.000

Rectangular Junction Structure NF

RIM = 581.77

P1 INV IN = 576.100

P2 INV IN = 576.100

P3 INV OUT = 576.000

Rectangular Junction Structure NF

RIM = 581.44

P2 INV OUT = 576.700

Cylindrical Junction Structure NF

RIM = 580.89

P3 INV IN = 574.490

PIPES IN:

P1, 12"

INV OUT =576.10

P2, 12"

INV OUT =576.10

P3, 12"

INV OUT =574.49

PIPES OUT:

P1, 12"

INV OUT =577.00

P3, 12"

INV OUT =576.00

P2, 12"

INV OUT =576.70

NORTHING,

EASTING:

576023.4, 1856589.1

576061.2, 1856573.6

576060.5, 1856552.3

576136.1, 1856565.1

PIPE TABLE

PIPE NAME

SIZE

in.

LENGTH

ft.

40.9

19.9

75.4

SLOPE

2.2%

3.0%

2.0%

MATERIAL

HDPE Pipe

SSMH3

SS MH 1

SS MH 2

SD 1

SD 2

XSDMH

SD 2SD 3

STRUCTURE TABLE

STRUCTURE

NAME:

SS MH 1

SS MH 2

SSMH3

STRUCTURE DETAILS:

Cylindrical Junction Structure NF

RIM = 585.86

SS 1 INV OUT = 576.100

Cylindrical Junction Structure NF

RIM = 585.44

SS 1 INV IN = 575.420

SS 2 INV OUT = 575.320

Cylindrical Junction Structure NF

RIM = 586.06

SS 2 INV IN = 574.400

PIPES IN:

SS 1, 8"

INV OUT =575.42

SS 2, 8"

INV OUT =574.40

PIPES OUT:

SS 1, 8"

INV OUT =576.10

SS 2, 8"

INV OUT =575.32

NORTHING,

EASTING:

575848.0, 1856583.6

575879.1, 1856567.7

575898.3, 1856524.4

PIPE TABLE

PIPE NAME

SS 1

SS 2

SIZE

in.

LENGTH

ft.

35.0

47.4

SLOPE

1.9%

MATERIAL

Sch. 80 PVC Pipe

NOTE:

1. EXISTING AND FINAL SURFACE ELEVATIONS ARE APPROXIMATE.

2. EXISTING UTILITIES WHERE ELEVATION OF PIPES/STRUCTURES ARE AVAILABLE

HAVE BEEN SHOWN ON PROFILE. THESE ARE APPROXIMATE LOCATIONS.

3. PROPOSED UTILITIES WITHOUT KNOW ELEVATIONS ARE SHOWN CALLED OUT

WITH THE APPROXIMATE CROSSING LOCATION BOXED AND HATCHED.

4. INSTALL ROOF DRAIN PIPES ABOVE STORMWATER PIPE AT STRUCTURES.

PROPOSED SURFACEEXISTING SURFACE

CONNECT 8" DI PIPE (SS2)

TO EXISTING STRUCTURE (XSSMH)

PROPOSED SURFACE

EXISTING SURFACE

PROPOSED SURFACE

OUTFALL TO EX.

15" STORMWATER PIPE

OUTFALL TO NEW

12" STORMWATER PIPE (P3)

DRAIN TO EX. 8" DUCTILE

IRON PIPE (XSSMH)

CONNECT EX. 6" DUCTILE

IRON PIPE (SSMH1)

CONNECT P2 TO

STRUCTURE SD2

NEW ROOF

DRAIN PIPE

EX. 24" RCP

STORMWATER PIPE

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

GRAPHIC SCALE

1" = 20'

20'0 40'10'

626A4-21-101 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

214 Centerview Drive Suite 300

Brentwood, TN 37027…

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 Aug 4, 2025.